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BATCH - Supplemental - 0465 Quarry Hill Road
April 30, 2015 Re: #SP-15-19 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Si/yvmond ly 1 R J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com southk . s PLANNING & ZONING March 28, 2016 Re: #SP-16-18 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Since rI�y, R ymond ]. Belai Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com APPLICATION FOR SITE PLAN REVIEW pAdministrative ❑Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): South Burlington OPCO LLC, 3 Edgewater Drive, Suite 101, Norwood, MA 02062 ph: (781) 619-9320 fax: (781) 619-9321 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): 1247/247 3. APPLICANT (Name, mailing address, phone and fax #): Ed SanClemente LCB Senior Living, 3 Edgewater Drive, Suite 101, Norwood, MA 02062 ph: 781-619-9326 fax: 781-619-9321 e: eSanClemente@lcbseniorliving.com 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Armand Bernagozzi, Project Manager, LCB Senior Living, 3 Edgewater Drive, Suite 101, Norwood, MA 02062 ph: 802-779-5510 or 802-846-9200 x1131 4a. CONTACT EMAIL ADDRESS:: abernagozzi@lcbseniorliving.com 5. PROJECT STREET ADDRESS: 465 Quarry Hill Rd 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1420-00270-004 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): See enclosed cover letter for a description of the requested site modifications. b. Existing Uses on Property (including description and size of each separate use): none c. Proposed Uses on property (include description and size of each new use and existing uses to remain): assisted living under construction d. Total building square footage on property (proposed buildings and existing buildings to remain): Same (107,930 sf) e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): same as originally approved f. Number of residential units (if applicable, new units and existing units to remain): same as originally approved g. Number of employees (existing and proposed, note office versus non -office employees): same as originally approved h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE Total Parcel Size: 121,739 Sq. Ft. a. Building: Existing 22.2 % / 27,063 sq. ft. Proposed 22.2 % / 27,063 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 48.8 % / 59,421 sq. ft. Proposed 49.3 60,044 sq. ft, c. Front yard (along each street) Existing 9.1 % / 2,040 sq. ft. Proposed 9.1 % / 2,040 � sq. ft. d. Total area to be disturbed during construction (sq. ft.) 121,739 * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ no change b. Landscaping: no change c. Other site improvements (please list with cost): no change 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): no change 11. PEAK HOURS OF OPERATION: no change 12. PEAK DAYS OF OPERATION: no change 13. ESTIMATED PROJECT COMPLETION DATE: fall 2016 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)' regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of sub mitti g the siteation in accordance with the city's fee schedule. A � ,_Aw 47� da; A G Administrative site plan applications require three (3) regular size copies, one reduced copy (1 V x 17"), and one digital (PDF-format) copy. Site Plan Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGN LA I -A :�t&X'AVVT SIGNA RE- OF APPLI ANT Do not write below this line Ed SanClemente PRINT NAME DATE OF SUBMISSION: REVIEW AUTHORITY: Development Review Board DAdministrative Officer I have reviewed this site plan application and find it to be: Comp The The applicant orpermittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 LDLamoureux Et DJinson Engineers Surveyors Planners Wetland & Soil Scientists February 23, 2016 Ray Belair, Administrative Officer City of South Burlington Planning & Zoning 575 Dorset Street South Burlington, VT 05403 RE: Residences at Quarry Hill 465 Quarry Hill Road Dear Ray, On behalf of LCB Senior Living, we submit the enclosed application for a site plan amendment. This amendment is being submitted to obtain approval for several construction -related site modifications. The proposed site changes since the last (April 30, 2015) site plan amendment include: • Revisions to the generator pad, service entrance and dumpster enclosure in the southeast corner of the lot. The generator pad enclosure satisfies the residential 45 dB sound level standard at the property line. • The addition of a small natural stone retaining wall at the northeast corner of the south wing of the new building to provide a better slope transition. This wall will be similar to those constructed in front of the adjacent buildings to the south. • Revisions to the HVAC pad at the southeast corner of the parking lot on the west side of the new building. The HVAC pad enclosure satisfies the residential 45 dB sound level standard at the property line. Associated with this change is the reduction in the number of handicap parking spaces from 4 to 31 a change in the location of one of those spaces, a slight shift in the westernmost row of parking and a change in the location of the stairway to the memory garden below the parking lot. • The water feature formerly shown in the memory garden has been deleted and landscaping repositioned. • A new entrance sign located at the project entrance been added to the site plan. A separate sign permit application will be submitted for this sign once Act 250 approval is obtained. Also enclosed are revised Sheets 1 and 2 (3 full size + 1 11x17 of each) plus a check for the application fee of $153.00 (administrative amendment). We will be sending you PDF's via email. Should you have any questions or if any additional information is needed, please contact me. Sincerely, Roge ickinson, P.E., PTOE enclosures cc w/ enclosures Armand Bernagozzi Chris Kulik 14 Morse Drive, Essex, VT 05452 802,878.4450 www.LDengineering.com ♦ Innovative Solutions ♦ Quality Service EXISTING BARBED WIRE FENCE \ \ 'y4 \ �Yaf ES: 8.- ,17T !J rr auu ��� \ �y.,. �.ree�g58 1. LOCATIONS OF PROPOSED UTILITIES AND STREET TREES ALONG QUARRY HILL ROAD OBTAINED FROM QUARRY HILL SOUND STUDY NOTES'. ( % F, q 0_.v s-A_ \ SUBDIVISION PLANS BY LLEWELLYN-HOWLEY INC., DATED dB LEVELS SHOWN ARE WITH ACOUSTIFENCE / ! / r '�, 00^A 10-25-07 AND LAST REVISED 11-01-09. SCREENING APPLIED ALL SIDES OF FENCED `` i / f �<' {i 2. BOUNDARY INFORMATION WAS TAKEN FROM A PLAT ENCLOSURES (FENCE HEIGHT NOT TO EXCEED 8') ' \�, \/ / /d 1 NORTHEAST QUARRYENTITLED'QUARRY HILL SUBDIVISION', BY BUTTON • dB LEVELS IN PARENTHESES ARE BEFORE \ ,�f d \ , LLC \ \ �Y Cb PROFESSIONAL LAND SURVEYORS, PC, DATED 11-12-2010. ACOUSTIC TREATMENT 1 // / ` (LARKIN PARCEL #1) \ \ 3. EXISTING QUARRY HILL STORM SYSTEM INVERT ELEVATIONS • GENERATOR (BALDOR IDLC200-3J) EXISTING SEWER MH \ ARE FROM AS -BUILT SITE PLANS - QUARRY HILL ROAD BY • GENERATOR dB LEVELS SHOWN AT A DISTANCE �111i' T f ` r LLEWELLVN - HOWLEV INC., DATED 10-01-10. \ \ / NEW CATCH BASIN A(48' 0) \ RIM-355M \ OF 21' FROM SIDES OFUNIT \ d \ RIM-358.6 WINV. IN-353.0 • HVAC CHILLER AGZ-045C) \ \ \ \ 17 PE IN IN 8'INV.ODT' `3.A.1 • HVAC CHILLER dB LEVELS SHOWN AS WEIGHTED 11 f \ / \ 15' PE INV. OLIT•3528 P �!"-\ tIIIAVERAGE LATED 30' FROM SIDE OF UNIT OCI I \ ` \ \ , \ \ \ EXISTING CATCH BASIN ANID SHOWS TAHE RECORD HORIZONTAL is NEW E NVEN '�9 '9 \ LOCATIONS OF THE FOLLOWING ITEMS: NEW LEDGE FACES SHALL BE SLOPED AT iH:10V. \ \ \ I \ ! \ \ NEW CATCH BAN H (48'0) WATER'. - MAIN LINES INSTALL 48'HIGH PERMANENT SAFETY FENCING f l� ! \ \ / ATTHE TOP WHERE THE VERTICAL DROP I8 I W)I = 358.5 - CURRANTS EQUAL TO OR GREATER THAN 48'(TYP) 1 `P / +� / \I ! ,-� r \\ IV PENVOUT 3 80 -CURB STOPS SEWER:- MAINLINES w H,� MANHOLES TOP OF EXISTING QUARRY WALL / \ / / / ✓ ' y' �... 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Jan 12, 2015 GRAPHIC SCALE as Lamoureux & Dickinson 1" =2a _ STREET TREES / 7— -rG— — --J / / O0 i / U PptH —_ — \ w 1 " oe Consulting Engineers, Inc. sn.�lnmmber F� (gyp•) / / / �4PpEG I ( IN FELT) 14 Mom Drive, Essex, VT 05452 M I Inch - 20 ft. 8024784450 www.LDenginocring. 2 6 1H.D.F.C. PANEL 0 :2 Ge LLJ LAMOUREUX & DICKINSON Consulting Engineers, Inc. 14 Morse Drive Essex Junction, VT 05452 roger D4Den;ineerin,; com • Engineers • Planners • Surveyors • Landscape Architecture • Wetland & Soil Scientists TRANSMITTAL Tel. (802)878-4450 Fax (802)878-3135 ❑ Mail ElFax Phone #: # of Pages: Hand Carried ❑ Pick-u ❑ Courier Service TO: 'RAY 'BClyA1YZ. C+TY O F SO ui14'B U1ZL1N5-10N PLA NNI fVC ZOr.11 h1(, 575 Zbp-se ST USN03 N U FROM: �OG�� �)GK1►'JS(�rJ DATE: r _. PROJECT NAME: TC; I DF r CC- S �� i L PROJECT #: 1 J COPIES DATE SHEET DESCRPTION Prints F ITr )✓ i- q r J Shop Drawings J'�3"IS Ll*;oNDSC-t`i ��'116 �� I ��� / �-� rJ Plans Copy of Letters Change Order Specifications Disk Comments: S i� �� r 11y l�l CCU ��p c,� co. j) 1 U ri 1.i o'F r1Ll' 30 - 15 S 1) C For your review For your use For comment As requested F.Y.I. For execution Signature: y COPY TO: C W Q.1 S !--(, L ❑ Front Office Copy revised May 18.2003 0 Project File Copy PA01d 0 Drive\R0GER\traramitta1mpd m f77 \ \ Larkin Parcel #1 \ pig jj FAIN ra ��S � �, .tt i f cri•:� r. a�±kr�; aFts.►■/nr� "��%�.I.ii _ ��1+aNi6 ..JY `.`r`-'tiw�.��• �;�I t�i.y -�=�� ,—�'��_Cy� o�.:.: • "��►►� `v} �G�/ka .LnTh� girl" ;tip G•}1 ��'G ��.'Lr �ir� �� �\ `11 '�: j.Y .sa s1-4 VA Oi%_- .p• '^ i�y.��` \.1/1ilf,].z /�.�.xt OA/: J + +� /�.y '�' �`r' f ,�Ir•,►4lt•.r1�7 •'w..' r:i ��: 4.. �IaJEai n` 'G,t ~t�Gyrs C�J,.: _" V V V �.•�+u!w,•.� •'``'' 1 '�•: nlE-�• r`�yii rvtrO C" Ar^ � ' y 0 �/�'g '_i St' � �`/• �►'` .� \ V Of ie�eWlr, m.ulll^rf����` �_,l.oy� .�,,�,.-�,�:r=^�� , { �+• o p�� l t:��'' ata` •�' � h4 j" re �OJMI cz .� s _mom n 0, C4 G • li �I � � 0 p 1�;ySlr'� si �'i ILA AM ALM Offle.14051-14 Resi ence at Quarry Hi Assisted Living Facility 465 Quarry Hill Road South Burlington, VT ■LANDSCAPE & LIGHTING roaaaaaar PLAN Lamoureux & 4`05 Mid , Consulting Engineers, Inc. 1_ DickinsonMOM .�-�- ry Bdanic•(N.— C.—N Sia Rem•e/u Tn AK I Abicaki,c Kamen Fir GwTHI B&B,Specimen Only AF A—fran , Amumn Bl—' Freeman Mapk 21/2"m3'Cd. 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LOCATIONS OF PROPOSED UTILITIES AND STREET TREES SOUND STUDY NOTES: / Y ONO N.dy1d�,/.W \ ALONG OUARRY HILL ROAD OBTAINED FROM QUARRY HILL • tl8 LEVELS SHOWN ARE WITH ACOUSTIFENCE / rn {{{ '' q oo• ONaE-4\ SUBDIVISION PLANS BY LLEWELLYN-HOWLEY INC., DATED SCREENING APPLIED ALL SIDES OF FENCED \ / / // \ �y._ 7.�, GMT 10-25-07 AND LAST REVISED 11-01-08. ENCLOSURES (FENCE HEIGHT NOT TO EXCEED 8') I \ ` / / // c+ \ 2. BOUNDARY INFORMATION WAS TAKEN FROM A PLAT • dB LEVELS IN PARENTHESES ARE BEFORE I \ / / / 1 ) \ e• 1 \ ENTITLED'QUARRY HILL SUBDIVISION, BY BUTTON \ _ �/ / NORTHEAST QUARRY, LLC \ ACOUSTIC TREATMENT h /x \ Q \ \ PROFESSIONAL LAND SURVEYORS, PC, DATED 11-12-2010. • GENERATOR (BALDOR IDLC200-3J) ' I I I I / , 1 (LARKIN PARCEL #1 \ 3. EXISTING QUARRY HILL STORM SYSTEM INVERT ELEVATIONS • GENERATOR d8 LEVELS SHOWN AT A DISTANCE I �I / / I \ - ' \ ARE FROM ASBUILT SITE PLANS - QUARRY HILL ROAD BY OF 21' FROM SIDES OF UNIT \ / / / �' \ �i30113 7t AMl LLEWELLYN - HOWLEY INC., DATED 10-01-10, I \ \ NEW CATCH BASINA(4B•B) \ M-. IN-S \ • CHILLER (MCOUAV AGZ-045C) \ 1 \ 1\ RIM-358.5 ,�, �\ / \ \ CNV.N-962A • CHILLER dB LEVELS SHOWN AT WEIGHTED I I I 11 I \ \ / ` \ it PE INv. IN =353.0 8-MMOUf-300.1 \ AVERAGE LOCATED 30' FROM SIDE OF UNIT \ ; \ �! \ 1 1s• PE IW. OUT -352.8 \ +�A\L-\ tP \ EXISTING M.M.08 TCM WIN TEW15•PE INV.IN•350.9 it PE INVIN • 350.9 NEW LEDGE FACES SHALL BE SLOPEDAT MAW. . \ INSTALL 48• HIGH PERMANENT SAFETY FENCING I / \ / \ } / \\ NEW 350 SH BAIN H (IB•G) AT THE TOP WHERE THE VERTICAL HEIGHT EQUAL TO OR GREATER THAN 4r(TYP) I I I / !' \ (2)1S PE INV. IN {352.0 �\ 55• / \= / /� \\ 15•PEINV. OUT -1\A TOP OF EXISTING QUARRY WALL NEW CATCH BASIN I (36.0) /'�'� �/ /'' // / � 'L' / // `\\ 15•PE INV. OUi=352.5 TOE OF EXISTING QUARRY WALL NORTHEAST QUARRY, LLC (LARKIN PARCEL#1) NEW STEEL BEAM GUARDRAIL - LOCATION I - AND LENGTH TO BE DETERMINED IN THE I / 34 SPACES fE site FIELD AFTER GRADING IS COMPLETED \\\ \\\`\\ \ LOCUS FRONTAGE ALONG OUAASE HILL RD m ENCUMBERED BY THE 1.. FOLLOWING 5�I STREET PLANTING EASEMENT TO THE CITY OF SOUTH MENTS NTS CUPOLA GOLF - ' za / / - -'\\"- \\( \\,�� ��S'S\ BURLINGTON; COURSE, INC. ® I �I - // ' 6 /� \\ \ \ /\\\\ \\\\\ 2 AIawFT MNNEASEMENTTOTIECITYOFSOUTH (QHC L01 #3) _ ® - - i �j \ \ \ 3. A 15 FT UTILITY EASEMENT TO GREEN MOUNTAIN POWER, AND; LEGEND EASEMENT TO GREEN MOUNTAIN POWER 1 I - _ \ \ / CENTEITED ON THE NE9. _ ❑ EXISTING CATCH BASIN PR RT5 ® EXISTING SEWER MANHOLE AlEXISTING CATCH BASIN / / / /'. \ \ '\ J.X 04 WATER GATE VALE / RIM =34T.BT EXISTING WATER HYDRANT YINV. NOIE 1 _ `-' E) 1l \\\ \ 1 tr PE CUT-343.0 a EXISTING LUMINAIRE ---.-=qi \ \\\ 1 \\\ 0 UTILITY POLE �O9£`_-__--�� -285PACES -" �\ \ I �� / io I 1n\\ � \ / \ /y\�\? 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WT = 338.0 I \ EXISTING STORMWATER PIPE RYP•1 hl -- ��` - _ /' _, .- - - - - - - \ 1 �\\\ 1// I-----330---- EXISTING CONTOUR LINE ENTRANCE - 3$p \ c �I PROPOSED FINISH GRADE ="- - \ \ \� ---sei ' MAIN ENT _ --_ IN \\\PROPOSED STORMLINE I I \ p '� _ �` •- __ ��� / L - - --- \\ --- &CATCH BASIN INSTALL FENCE ON TOP OF I--- _ __C..• �. �- / .� "E[EV. 357S ' 3985'� \\ �\ LEDDE I p \ _ --- \ / 4.8DR 35EwER \ _a 11 W-N-�- PROPOSED WATERLINE, --``-�\ \ 1/ u- - - \�� sir VALVE B FIRE HYDRANT - \ / R00P.;O(AVNSPOUT - _ CARERS T Ac AQP -1 \ \ �\ / S TT PROPOSED SEWERLINE l _ `1 \ \ .,^ f T•O 12 PE INV -3,11.0 - .- / NEW CATCH BA.SING(48•� \ � .� / / 'J! - -.,.. �- RIM= INV. \ `� WI 'DRIP \\ \�\ M' 0 GCJi --- --- ... / 4• UD INV, IN • 322.1- ._ -.- `m. \ LEVEL - I PE INV. OUT-30 M LEVEI / _ - _� \ ELEV 3s70 0 (��' ~- -s\\ \\ \ \ // ' /// _-- - DIMENSIONAL REQUIREMENTS -R12ZONING DISTRICT 15'PE INV. OUT-820S \ / NEW GHASINE- -�- .-- JPE INV. N 338,3 - _NEWSAIGILB`SIN D (3�'YJ \ \ ' *• _. / / / /� - - REQUIRE PROPOSED -,.. 15•PE INV. Olf7- RIM=315.0 / _-_- _--- _ -7 \\ /�/ R I s� 33�pff- \ \ -\ M,/ / ,,. `' ---- -- -- --- 3N0.8-I -___-.,.--.-----' \ MIN. LOT COVERAGE 3500 sf %227!040 1T PE INV. IN =339E- �`.. \ \ / / _ 1 / ` - 12•PL IHV OUT -3398 '\ \ 'O ' // / _ _ \ / MAX.MAX.BUILDING 540% 4 .8% 27040s /' \\ \ \ s£� MEAppIy Val / \\ � MX. LOT COVERAGE 560% 48.8%(59,421 sr1 /✓ �NEwCA7CM BASN.c`38•� -` -.g{� 711•,_-. _ / \ MAX. FRONT YARD COVERAGE 530% 11.1%12,399 zn \RzMPE3ilN\\ % // ___ 54 MIN. FRONT YARD SETBACK 30' 1. --R120PC ED BUIL4tNG/ / // / - - - - / \ /y MIN. SIDE YARD SETBACK 1. 10' --, -- _ - -- / / O MIN. REAR YARD SETBACK 1. N/A / / // / \ QUARRY HILL SENIOR LIVING, LLC 1 �G#.£"8E8185,E ENT>AMCE''-• _ �,1 / \ \ \ .----- I _ �•� / '� /% do BULLROCK CORPORATION BUILDING UNDER - uA-arza `MOhOPIASYDRANE�VIN- l''� \ \ \\ \ \\ // / / II - / \ /// `� 145 PINE HAVEN SHORE RD, SURE 1150 CONSTRUCTION \._ - ~"`-^''-''"� \ :\ \ \ \:. _ f ! I.�- - / / / y \ 1\ SHELBURNE, VF05482 / I \ \ GRAPHIC SCALE NEw'NO PARKiNG'SIGN - -'\\\ .~•NEWGS"1uET/VIG�-`'_i -•-•- _\�-`�'4=Lt52oI.ROMEsn'4wATEa\\ \\ \\\\\\ \\`04i6--- I !-~ \\ CUPOLA GOLF ( N PBET ) '''/// / / / , / `\ \ COURSE, t VIC - za a 4-3-15 REVISED UTILITY SERVICES, ADDED GREASE TANK KL vAo AI 5diu-IMIN�sEwER _ -- / / 1, 4 \ / ® 3-19-15 CORRECTED BLDG. DIMENSIONS, REV. DRIP EDGE &UD RD ` I` ,�-_...== - - V' % =� '' -- / / \ \ \ \ T' 6BEASE UN .,� >. "� / \ 1 ® 2-12-15 REVISED PARKING LOT LAYOUT DUE TO EX. QUARRY RD _ _ / L \ m 1-27-15 MOVED LIGHT POLES RD = _ - _ `\ �' --� \_.,� 10 _c.o. :a.� -- ' "is•PE' /_ �/ //� \ / i/i \ / W Date Revision Ise x>L�_ .$_ - �`_ �_�-� ------ __-- _ !-'� %/ L \ eJ v_/ /, \ Z•p1 Then Pl°ns•nKuonly teo8edrrthe PnPoseAownnelow: _ ------�+�'- _- O sKetchMConcept � Act 250 Revic.. 00, t2` "--=. -- _ - _ - -t - .._--------___ _ _ ^/ // Preliminary conslr„obon - - P- t,;. _ C+-'e� ., ---I - - - - - - �'\ %%/ W \�' \\ / (] Final Local Review (] Reeord Drawing -325-_ _ ---33 ;; 1 111C EXSTNG CATCH SAS Projeoc N,�. UD- W -"" _ B / RIM _ _ \ _ �I ,, - _ T T d \ Residence at Quarry Hill 150001 1 f ul __ ~''� l \ / / Ir PEINV.OUT -33a0 --��p� _-- `N NEw B'CL 62 DI 2B0' \ -� _ - /(y \ EXIST3NGG 13EWER MH \ Assisted Living Facility LBDet VoHill Road E�--� _ wATSRSEmn - - ' ; i�\ �\ / r11 .IN -338z \ 465 Quarry Hill Road South Burlington, VT Design _-- ---- - - 24 PE ` 3 II N TS8 j'jik / // / / \ \ I \\ // \ I, /// SNV. OUT -` \ Dr- L&D NEWO - - _ = - `. \ \ - s / \ ttr\ _ \ \ \ �M-32M °AB" 38 D' SITE PLAN p red _� - -_-_�--___----=PE ` \\ VPPEPC M/.OUT-ffi55(est) \ GRADING &UTILITIES _ of Date Jan 12, 2015 / / Scale EXISTING CATCH BASIN y 1" = 20' NORTHEAST QUARRY, LLC CONNE - _ ; _ / RM=3aau * a•• �•s * Lamoureuxn Dickinson (LARKINPARCEL #2) PvesEv.>=RSERVK To S GTCHagaN / T 7G -NA --S / / 0'i� I I \ WPENV.N-323.8 Consulting Engineers, Inc. Shaernarnber EXISTING B' SEWERSTUB 1, Jf5 - / -1ENV.OUT=3M.5 4tpfS INV.-313.1 8'INV.I (NOR )-31 91 / SEWER MM' I I EXISTINGSEWERMH \ 14 Morse Drive, Es ,VT 05452 NEWB•UDINV.N• / L �'-- W . I (WE = 31288 / / / / I I _ RIM = 3IN = AL \ 802-8784450 wwTv.L I of 6 NEW ISPEINV-N-3208 8'INV. IN =326a Dwlginetting.com 7 MST. 17 PE NV. GUT-320aII•INV OIrt=3aA.s southburlington PLANNING & ZONING Permit Number SP-- (office use ly) APPLICATION FOR SITE PLAN REVIEW 21Administrative ❑Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): South Burlington OPCO LLC, 3 Edgewater Drive, Suite 101, Norwood, MA 02062 ph: (781) 619-9320 fax: (781) 619-9321 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): 1247/247 3. APPLICANT (Name, mailing address, phone and fax #): Ed SanClemente LCB Senior Living, 3 Edgewater Drive, Suite 101, Norwood, MA 02062 ph: 781-619-9326 fax: 781-619-9321 e: eSanClemente@lcbseniorliving.com 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Roger Dickinson, Lamoureux & Dickinson 14 Morse Drive, Essex, VT 05452 ph: 802-878-4450 fax: 802-878-3135 4a. CONTACT EMAIL ADDRESS:: roger@LDengineering.com 5. PROJECT STREET ADDRESS: 465 Quarry Hill Rd 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1420-00270-004 575 Dorset Street South Burlington, VT 05403 tel 802,846.4106 fax 802.846.4101 www.sburl,com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): reduced building size, modifications to parking lot layout and landscaping to reflect actual quarry wall location along south property line b. Existing Uses on Property (including description and size of each separate use): none c. Proposed Uses on property (include description and size of each new use and existing uses to remain): senior living (under construction) d. Total building square footage on property (proposed buildings and existing buildings to remain): reduced from 108,900 sf to 107,930 sf e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): same as originally approved f. Number of residential units (if applicable, new units and existing units to remain): same as originally approved g. Number of employees (existing and proposed, note office versus non -office employees): same as originally approved h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Site Plan Application Form. Rev. 12-2011 S. LOT COVERAGE Total Parcel Size: 121,739 Sq. Ft. a. Building: Existing 22.5 % / 27,324 so. ft. Proposed 22.2 % / 27,063 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 49.9 % / 60,686 sq. ft. Proposed 48.8 % / 59,421 sq. ft. e. Front yard (along each street) Existing 9.1 % / 2,040 sq. ft. Proposed 9.1 % / 2040,sq. ft. d. Total area to be disturbed during construction (sq. ft.) 121,739 * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ no change b. Landscaping: $ no change c. Other site improvements (please list with cost): no change 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): no change 11. PEAK HOURS OF OPERATION: no change 12. PEAK DAYS OF OPERATION: no change 13. ESTIMATED PROJECT COMPLETION DATE: fall 2016 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)' regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the side, plan application in accordance with the city'sfee schedule. � �l'►�lti►/� �f�•y1 /! ��GTG�� ' Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF OF APPLI Do not write below this line Ed SanClemente PRINT NAME DATE OF SUBMISSION: REVIEW AUTHORITY: 11 Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: Complete -I , , 0)pcomplete inistrative Officer The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits far this project. Call (802) 879-5676 to speak with the regional Permit Specialist, Site Plan Application Form. Rev. 12-2011 I G �hG� Date Contractors Involved 8/29/2013 Bullrock, State of Vermont 8/30/2013 Bullrock, State of Vermont 8/30/2013 Bullrock, State of Vermont 9/25/2014 - 10/3/2014 Bullrock, SDI, DigSafe Lameroux & Dickinson 10/1/2013 Bullrock, SDI Maine Drilling and Blasting 10/21/2013 Bullrock, City of South Burlington 10/22/2013 Bullrock, City of South Burlington 11/6/2013 Bullrock, SDI, MD&B 12/5/2013 City of South Burlington 12/10/2013 State of Vermont 12/19/2013 Bullrock, City of South Burlington 12/19/2013 Bullrock, State of Vermont 12/20/2013 City of South Burlington 12/20/2013 State of Vermont 1/14/2014 Bullrock, SDI 1/15/2014 Bullrock, SDI 1/17/2014 State of Vermont 1/21/2014 Bullrock, SDI, MD&B 1/21/2014 Bullrock, SDI, MD&B 1/30/2014 State of Vermont Description of Work File Stormwater Permit Amendment Application for permit 3602- INDS.AR File ACT 250 Permit application #4C1138-06 File application for Wastewater and Water System Construction Permit Verification of conduit depths for power/utilities at the service entrance, Dig test pits to visually verify location of utilities Have Site Surveyors document findings Coordination drawings for blasting work Site layouts Submit Construction Permit Application to the South Burlington Fire Department, a check for $80,571.04 was included with the application to cover the permit fee Meeting/Communications with Terry Francis for review of Construction Building Permit Application Complettion of preblast survey work Building Permit 13-045 issued by the City of South Burlington Issuance of Public Water System Construction Permit; Project #C- 3049-13.0 Application to increase wastewater allocation Reapply for Wastewater System & Potable Water Supply permits Issuance of Increased wasterwater allocation from City Issuance of Wastewater System & Potable Water Supply Permit, Permit # WW-4-4121 Completion of site clearing and grubbing Completion of site topsoil stripping Issuance of Stormwater Discharge Permit #3602-INDS.ARA Mobilization of blasting matts Suvery and layout work, establishing control on project site, establishing survey benchmark control sites ACT 250 Permit #4C1138-6 Issued by State of Vermont Transmittal Bullrock Corporation 145 Pine Haven Shores Road Suite 1150 Shelburne, VT 05482 Tel: (802) 985-1460 Fax: (802) 862-0086 To: Raymond Belair Bullrock Corporation From: Andrew Thomas Company: City of South Burlington ❑ For Your Information Address: 575 Dorset Street ❑ For Your Approval Phone: X For Your Review Date: June 16, 2014 ❑ As Requested File: QHSL Delivery: Hand Delivered Reference: Quarry Hill Senior Living South Burlington, VT Hello Ray, The bullet points below are intended to identify the areas of the Lodge at Quarry Hill project which are being adjusted in the revised site plan application. No Change • Height • Building Location • Setbacks • Use • Traffic • Site Lighting or Site Landscaping Proposed Changes to Site Plan Approval • Lot lines and overall site square footage changing because of boundary line adjustment on the projects western edge with Larkin Reality • Lot Size • Prior 121,727 sf, New 121,739 sf • Lot Coverage • Prior 48.5%, New 49.9% • Building Coverage • Prior 22.5%, New 22.5% • Building Footprint • Prior 27,324 sf; New 27,324 sf • Parking • Prior 60 Spaces, New 62 Spaces • Equipment Locations: Moved the generator to the East • Exterior Facade • Similar materials, change in reveals and color, reduction in exposed facade at basement level • Unit Count • Prior 100 units: 120 beds, New 102 units, 120 beds • This change is a result of interior project design development changes, using more studio bedroom units than two bedroom units List of Application Supporting Documents • Lamoureux & Dickinson Sheets 1-2 Dated 0611012014 (3 full size copies and one 11 "x17" reduced copy) Please contact me if you need additional information or have further questions. Thank You, f� tJ Andrew Thomas (802) 999-3377 Cc: \ % \ � _.t.0c,e5e LOCATIONS OF PROPOSED UTILITIES P,ND STREE77REES //'�'^'''\, SOUND STUDY NOTES: \ / Ar•• �SdMO n•u"' \ ALONG QUARRY HILL ROAD OBTAINED FROM QUARRY HILL 1 1 dB LEVELS SHOWN ARE WITH ACOUSTIFENCE \ \\ \ / / \ \ .y/ wpFR+t 1 SUBDIVISION PLANS BY LLEWELLYWHOWLEY INC., DATED SCREENING APPLIED ALL SIDES OF FENCED \� \ / / / �. ;)• 10-11-01 AND LAST REVISED 11-01-09. ENCLOSURES (FENCE HEIGHT NOT TO EXCEED 8') 1 ,, \\ / / \ \5 BOUNDARY INFORMATION WAS TAKEN FROM A PLAT W E dB LEVELS IN PARENTHESES ARE BEFORE ACOUSTIC \ r\ \`- / / y \ .4 ENTITLED'QUARRV HILL SUBDIVISION', BY BUTTON TREATMENT \ ( \ \ - / \ NORTHEAST QUARRY, LLC \ \o PROFESSIONAL LAND SURVEYORS, PC, DATED 11-12-2010. S GENERATOR (BALDOR IDLC200-3J) // (LARKIN PARCEL #1) \ �' \ 3. EXISTING QUARRY HILL STORM SYSTEM INVERT ELEVATIONS GENERATOR d8 LEVELS SHOWN AT A DISTANCE OF \ 4' / 1 \ - \ \ ARE FROM AS -BUILT SITE PLANS -QUARRY HILL ROAD BY G \ \ 7 V1� \ RIM-3OSEWER MN 21' FROM SIDES OF UNIT I+I \ ( \ \ / \ \ \ 11M•�M \ LLEWELLVN-HOWLEV INC., DATED 10-01-10. B CHILLER(MCQUAV AGZ-045C) \ \ \ \ L •� I \ CNv. IN Our352.0 -35 CHILLER dB LEVELS SHOWN AT WEIGHTED AVERAGE &•INV. OUT-350.1 LOCATED 30' FROM SIDE OF UNIT I \ \ 1 \\ \x,' \ \ -360'\ S \ I \ REXISTING 35T.OB CATCH 619N �yr1EW=GTT BASIN F (4VO) "a` SIa IN • 9POA "-""' ^'.B NEW LEDGE FACES SHAULL BE ED 0V. \- - \ITPE N. IN IF PEPIENVIN. V20 INSTALL 48' HIGH PERMANENT SAFETY FENCI B AT AL TOP WHERE THE VERIW r YP) IS I NG EQUAL TO OR GREATER THAN 4C TYP) NBNCATCH eaB BABB2o(Ss1111) i NEW G5.5 Br151NA(18'P)RIM T PE NV. IN-3S7.0 1 S9F�- -__� /-,--S9,c__-- / IT ( �- { - - \ // // / \ / \ \\ / / / \\\\\ NORTHEAST QUARRY, LLC (LARKIN PARCEL#1) IS NEWSTEELBEAM GUARDRAIL -LOCATION AND LENGTH TO BE DETERMINED IN THE / - / 33 SPACES FIELD AFTER GRADING IS COMPLETED / �� // / \ /!• "\\\ c�,'(/ / \ \\\ LOCUS AA FRONTAGE ALONG QUARRY HILL RD IS ENCUMBERED BY THE..UUY HC Lot ttFOLLOWING EXISTING EASEMENTS: NITS CUPOLA GOLF I I - _ , y ��_.� \\\ S \\\`,�"r \��Ss\ 1. euwNGTTON; STREET PLANTING EASFAfENrTOTHE CITY OFSo11TH COURSE, INC. / ' - - d 'jj \\ \ \ yR�� \\\\ 2. AtO FT WATER MAIN EASEMENT TO THE CITY OF 80U1N 7�j� (QHCLot #3) / / ' - ,B % S \\ \ ' S ` ^� \�\\ SURLINGTON: LEGEND / e `' - / / \ \\\ \\ \ \ \ \ 3. A 15 FT UTILITY EASEMENT TO GREEN MOUNTAIN POWER AND; ✓ r r .� / ;s \ / /.� / If/ \ \ 4. A 10 FT UTILITY EASEMENT TO GREEN MOUNTAIN POWER \ /-\ \\ \ \ / \ \ CENTERED ON THE LINES. / \ ❑ EXISTING CATCH BASIN / �)@ = r // \ CEXISTING SEWER MANHOLE ,- / 1 „ \ \ -3O CATCH BASIN WATER GATE VALE RIM / I SEE 80UND �� - --. .� // \\ , / \\\ I / \� IM:947AT � EXISTING WATER HYDRANT r STUDY NOTES IT PE INV. OUT -343.0 O EXISTING LUMINAIRE _ / 29 SPACES - \ / I o� / - 1� \ \ ♦ \ , y \ unLln POLE .�' /'/ / \ \\\ k \\\� \ rr Ir-\ \� EXISTING SEWER MH N=333.1 EXISTING STREET TREE EXISTING UTILITY POLE AND // ��OUND '-' - ss) 11 1, \ \� &'INV. OUT -337.6 TING PROPERTY LINE OVERHEAD WIRES TO BE REM04ED ' / FENd I 1 �.^ I11 ' / _- - \ \ �\\\ ( \` �\ \ ABUT PROJECT BOUNDARY LINE 2 \ SETBACKLINE NEW RETAINING WALL. INSTALL 47 HNL7 / xo it / ` `61I/f - \ \\\ \ - - METAL "LING ON TOP / Cam` \- \ tV �. 'O � - CCU tBED PAVEMENTEMENT BOUNDARY E EDGE UNCURISE NEW CATCH BASIN C((JC) EXPOSED LEDGE EDGE EXPOSED LEDGE FACES RIM. / __ _ B• \ r - BIIO=RACK \ \\\\ ��� / -W- ABANDONED WATER LINE �T1 _ w WATER LINE 1 P'PE wV.M -311A \SIOEyV `/ ' 1_- \\\\\\ \` �/ 1 / \ 16•PE Nv.0UT.391.0 ; / - AL!( _ r -- ".- 5 SEWER LINE -- - \ r \ \ \ - - - -. _ - - EXISTING STORMWATER PIPE t 3 WIDE dUP EOOE CTYP.) --..�_ _ - _\ \ \ \\\ '/ � !-----330---- EXISTING CONTOUR LINE EXPOSED LEDGE FACE CTL'P) // �'- 4^P _ ----SSA --� r - - �' \\\`\` i- r, PROPOSED FINISH GRADE AM44 ENTRANCE _ --_ -__ PROPOSED STORMLINE / \ \ //�!- L�A(•I��.LE4BE' - _.--- - -- - \\\ &CATCH BASIN IN9TN.L FENCE Ofl TOP OF - - - \ / -aCa. 357.B' - \ \\ / LeGDE / / -± - �A - - \ / / 5 - �-?`•(7cr W PROPOSED WATERLINE. ` / GT�jItL,41Ne(3PS+) --- -- - --- _--_---\ '- \ \` _- __-_ .#}b. VALVE &FIRE HYDRANT 11 � RIM:1,7 _ \ /„ 317 --�,�\ \\ \ 1TjPINV. OyLsii38 - ..--- \\\\\/ 8 PROPOSED SEWERLINE NEW CATCH BASIN D (38' B) / 3y5 - 4'UD W. IN-323.0 / \ \\ / // / �_ --.-- 4'PAVED.ATR ._----- \\_• // 1SPENW. IN-320.5 i_\ aWLEVEL/ // \, - - - - - - �• .i - --- - --- -_ ,�•--- /�- r_------` - _--------- - DIMENSIONAL REQUIREMENTS - R12 EQUIRED DISTRICT `\ `\ \\ �EAiX)W' / / --`.- _ -- .ODOR 0.29 -WIDE DRI" - --- \\ I' REQUIRED PROPOSED w ELEV. _.---' /' / - , ,\ /� MIN. LOT SIZE 3,500 sf 121,739 sf stir_ _ ___ _-_ / _ 1 / II m-,.._.-- --` \ \ \ OC',.� ✓ / MEADOW-- - _ .b __ -- - MAX. BUILDING COVERAGE 540% 22.5% 27324s .ELEV, 34�pL MAX. LOT COVERAGE 560% 49.9%(60,686 sf) /// \\ \\\ a\ •..\ /%' - rf // // /' "iE': - / \ MAX. FRONT YARD COVERAGE 530% 11.1%(2,399sf) -^""'- / /- - -- // MIN. FRONT YARD SETBACK 30' 36' PC .�- "4PR0) _.;'""'--_-'. / ,-�� �. \ '�.•\ /. f -- -""- / / \ / al' MIN. SIDE YARD SETBACK 10 10' '_ -- - / / / \ /� \ MIN. REAR YARD SETBACK 30 N/A / OWNER/APPLICANT: b?-SERWC�ENTggp10E-"`--_- QUARRY HILL SENIOR LINING, LLC OPLlST DRAIN BAa1R`f / \ ~\ \\ ` \-'------ ' // !' / / -- - - - � ,/ 1._ c/o BULLROCK CORPORATION BUILDING UNDER ` �_ ouselrn' .- `'�-"' \\'- - - /y \ 0 / -- - --__. 145 PINE HAVEN SHORE RD, SUITE 1150 CONSTRUCTION - ; 3 \ \ SHELBURNE, VT 05482 GARDEN LEVEL _-- - - / / \ �i�••% \ :Wt.ORI _ �- \\ \\ \\ \\� \\� �-�-'/ I _ _ EvSms. - -� /� / / // GRAPHIC SCALE NEW TJO PARKING' SIGN --.-\\_--• '^BQG�-CTYP) .�-- i \ \ \ \ .. �q / 1 -- - --- / \ .-------_-_------ CUPOLA GOLF p(w eeer )p �__ A•n-_-'a;\\C '- - -- `\ `� -_/- i - \ / / / --- \ COURSE, INC. 1 men = 20 M N T ?• / \ _--_'Vr 7-14-14 ADDED NO PARKING SIGN AT SERVICE ENREANCE CD -_ r_---' ' - 6-10-14 BOUNDARY LINE ADJ. S SITE PLAN CHANGES RD - 1V%� '% I / - -� / �\ '/ W Dow Revision By Thew plans shall only be used for the purpose shown below: -- -� - 5 SkdcMConcept Ao1250 Review �W -. -PE -1 - --- / / / W ' \ \ Final L-I Review a R- d Drawin \ ..���-.--�� �✓�- �r _ , 1 i �Ie / Q_/i \ EXISTING CATCH BASIN z p Quarry Pj., No. �:77�s - -AID- - - - - - = - \\_ W- ��-,-�1 - _- _ - ��- - / \Ap \ 0// \ zMI=3Iz our .33eo O O Q rr _ - _ /� �' ' INV\ Lodge ua Hill G9o27 _ _ PVC _NEWb'CLBDI--�D-�_��\ ' 7 Assisted LivingFacilityS.- \ /� - �- - _ _ 10 ( // \ EXISTING SEWER MH \ RIM = W A Of Q 3 Hill g - E��_.� w"TE"�'"� m II '-SZ�_,_ / - - - -/ - `� •.1_= ��\ /\ / ITINv.N.33es \ 465QuarryHillRoad South Burlington, VT ,S�• \ / / \ // WINV.OUT-33&1 Z L. �- 24' PE -11 / i / 6/ \ - .I \ \ / p Drawn \I -.' '--�-S �� m U Lao B- PVC / 1 , \ \ \ / NEW CATCH BASIN E IN-0) SITE PLAN Checked =G __ - _ �� -F18' PE_r \ -�\ - \ 9 - S \ Ste= 1 P'FDINV.N-MA \ OLL RD _ _ - __ . \ \ �- \ a _� \ \ IF PEINY.Our-VSS(-L) GRADING & UTILITIES Date 1S PE _ _\ lb 1'EP \ NEW1TXrTAPPING \ \ .' - G 1.OrQ•�. 0Z Aug.24,2013 SLEt/E&VALVE 1ce120 _ EXISTING GTT BASIN NORTHEAST QUARRY, LLC CONNECT NEW W TO liw-�A,s * xo. 33u * Lamoureux &Dickinson (LARKIN PARCEL #2) w1D3eGWSEWERSTU EXISTING -323SEWER MH / T' - 7G- -'$� ' \ IV lnednnmber E70n71N08'BEWERSNB RIM•92 (NORTH) N EXISTING / Consulting Engineers, Inc. INV. - SIB" IF INV.IN (NORTH 312.881 RNA-323� RIM 32534 Mfj - 1 RIM-3IOBEvuER MN 1B•PE Brv.Our -a23.3 Clgh' 8' INV. IN (WEST) ,312.88 NEW 4' UD INV. IN - 320. RIM -. IN = / / - - -1 I r-' _ RIM V.IN - \ 14 Morse Drive, Essex, en 05452 I 6 \09027-01dWg, 7/16/20141:32:41 PM,\\SBSOl\Kyocera Copier (11X17) NEW 16'PPEINVN-320.3 IF INV. IN =-317 / / I S'INV.w•3324 \ "L \ 802-878-0450 wwW.LDenginaering.com 0f B' W. OUT • 312.87 EXIST. IT PE INV.IXJT- 320.3 8' INV.OfTI' - 3172 1 B' INV. p!T-324A No Text .0VERMONT State of Vermont Agency of Natural Resources Department of Environmental Conservation [phone] 802-879-5656 Drinking Water and Groundwater Protection Division [fax] 802-879-3871 Essex Regional Office ill West Street Essex Junction, VT 05452-4695 www.septie.vt.gov September 30, 2014 Christopher Day Lamoureux & Dickinson Consulting Engineers, Inc. 14 Morse Drive Essex, VT 05452 Dear Christopher: Subject: Request for an exemption determination under the Wastewater System and Potable Water Supply Rules, Effective September 29, 2007, Section 1-304(a)(ii) for a boundary line adjustment for property owned by Quarry Hill Senior Living, LLC and Northeast Quarry, LLC, located on Quarry Hill Road in South Burlington, Vermont. The Drinking Water and Groundwater Protection Division concluded based on the submitted information that the above referenced property qualifies as an exempt project under Section 1-304(a)(11) of the Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 and no permit is required from this office. We understand all the property owners of the affected property are in agreement with the boundary line adjustment as presented to this office. We relied entirely on the information submitted to us in issuing this opinion and the landowners are responsible for its accuracy. This letter will not prevent the Agency from taking appropriate enforcement actions should it be determined in the future that the facts were not as stated. A copy of the diagram(s) as submitted to this office and this letter are required to be recorded and indexed in the South Burlington Land Records in order to comply with the exemption criteria. FOR THE DRINKING WATER AND GROUNDWATER PROTECTION DIVISION Dolores M. Eckert Assistant Regional Engineer cc: South Burlington Planning Commission •./ Permit #WW-4-4121 Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury 1 WASOff Ed gig=,, south ' ineton PLANNING & ZONING Permit Number SP- I q -� (office use only) APPLICATION FOR SITE PLAN REVIEW ✓ ❑ Administrative ❑ Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1.OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Quarry Hill Senior Living LLC; c/o Bullrock Corporation, 145 Pine Haven Shores Road, Suite 1150, Shelburne, VT 05482; (802) 985-1460 (p), (802) 862-0086 (f) 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): 944/198 3. APPLICANT (Name, mailing address, phone and fax #): Same as Owner 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #):Andrew Thomas, Bullrock Corporation, 145 Pine Haven Shores Road, Suite 1150, Shelburne, VT 05482; (802) 999-3377 (p), (802) 862 -0086 (f) 4a. CONTACT EMAIL ADDRESS:: andy@bullrockcorp.com 5. PROJECT STREET ADDRESS: 465 Quarry Hill Road 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1420-00270.004 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): See attached summary b. Existing Uses on Property (including description and size of each separate use): Not currently developed, site plan approved but not yet constructed c. Proposed Uses on property (include description and size of each new use and existing uses to remain): 102 unit assisted living facility (78 assisted living units, 24 memory care units), 120 bed facility d. Total building square footage on property (proposed buildings and existing buildings to remain): 97,036 sf on four floors e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Height above average existing grade: 39 ft I Iin, 4 floors with basement (no change from prior approval) f. Number of residential units (if applicable, new units and existing units to remain): 102 units g. Number of employees (existing and proposed, note office versus non -office employees): 10 office employees, and 100 non office employees working in a 240 shift environment h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): N/A 8. LOT COVERAGE Total Parcel Size: 121,739 Sq. Ft. a. Building: Existing % / sq. ft. Proposed 22.5 % / 27.324 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. Proposed 49.9 % / 60,686 sq. ft. Site Plan Application Form. Rev. 12-2011 E c. Front yard (along each street) Existing Proposed / sq. ft. 11.1 % / 2,399 sq. ft. d. Total area to be disturbed during construction (sq. ft.) > 0.5ac * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ 13,500,000 b. Landscaping: $143,820 c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out):26 pm peak hour trips (no change) 11. PEAK HOURS OF OPERATION:8:00am - 6:00pm 12. PEAK DAYS OF OPERATION: Monday - Friday 13. ESTIMATED PROJECT COMPLETION DATE: 2016 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. 4tyv /tw4p T/�4v M 47 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. Site Plan Application Form. Rev. 12-2011 I hereby certify that all the information requested as accurate to the best of my knowledge. SI SIGNATURE OF PROPER' is application has been submitted and is CANT _1 417 )r-e Aom�S PRINT NAME Do not write below this line DATE OF SUBMISSION: lk My REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: Epll omplete ❑ Inco lete ministrative Officer ate The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. 4 Site Plan Application Form. Rev. 12-2011 f♦ SOUt�l . � syn PLANNING & ZONING July 24, 2014 Re: #SP-14-33 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Since ly, Raymond J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com State of Vermont LAND USE PERMIT ADMINISTRATIVE AMENDMENT CASE: #4C1138-6A LAWS/REGULATIONS INVOLVED Quarry Hill Senior Living, LLC 10 V.S.A. §§ 6001 — 6092 (Act 250) c/o Bullrock Corp Act 250 Rule 34(D) 145 Pine Haven Shores Road, Suite 1150 Shelburne, VT 05482 District Environmental Commission #4 hereby issues Land Use Permit Administrative Amendment #4C1138-6A pursuant to the authority vested in it by 10 V.S.A., §§ 6001- 6093. This permit amendment applies to the lands identified in Book 1032, Page 198, of the land records of the City of South Burlington, Vermont and authorizes a boundary adjustment; a change in the size of the building from 121,727 sf to 121,739 sf; a change in the lot coverage ratio from 48.5% to 49.9%; the addition of two parking spaces and the addition of two units of assisted living without an increase in the number of beds. The Revised plans approved are: Sheet 1 — "Site Plan Grading & Utilities, Lodge at Quarry Hill Assisted Living Facility" dated Aug. 24, 2013, last revision 6-10-14; and Sheet 2 — "Landscaping & Lighting Plan, Lodge at Quarry Hill Assisted Living Facility" dated Dec. 20, 2012, last revision 6-10-14. 2. Except as amended herein, all terms and conditions of Land Use Permit #4C1138 and subsequent amendments remain in full force and effect. Dated at Essex Junction, Vermont, this 8th day of July, 2014. By Peter E. Keibel, District Coordinator District #4, Natural Resources Board 111 West Street, Essex Jct., VT 05452 802-879-5658 Peter. Keibel a(,.state.vt.us This permit is issued pursuant to Act 250 Rule 34(D), Administrative Amendments, which authorizes a district coordinator, on behalf of the District Commission, to "amend a permit without notice or hearing when an amendment is necessary for record -keeping purposes or to provide authorization for minor revisions to permitted projects raising no likelihood of impacts under the criteria of the Act." The rule also provides that all parties of record and current adjoining landowners shall receive a copy of any administrative amendment. Prior to any appeal of this Administrative Amendment to the Superior Court, Environmental Division, the applicant or a party must file a motion to alter with the District Commission within 15 days from the date of this Administrative Amendment, pursuant to Act 250 Rule 34(D)(2). w:\nrb\dist4\projects\4c1001-4c1250\4c1138\4c1138-6\4c1138-6a\4c1138-6a aa.docx CERTIFICATE OF SERVICE I hereby certify on this 81h day of July, 2014, a copy of the foregoing ACT 250 LAND USE PERMIT #4C1138-6A, was sent by U.S. mail, postage prepaid to the following individuals without email addresses and by email to the individuals with email addresses listed. Note: any recipient may change its preferred method of receiving notices and other documents by contacting the District Office staff at the mailing address or email below. If you have elected to receive notices and other documents by email, it is your responsibility to notify our office of any email address changes. All email replies should be sent to n rb-a ct2 50essexa state. vt.us Please note you can now fill out and submit the Act 250 survey online at: http://permits. yermont.goy/act250-survey instead of printing and mailing the attached pdf version. Quarry Hill Senior Living, LLC Attn: Andrew Thomas c/o Bullrock Corporation 145 Pine Haven Shores Road, Suite 1150 Shelburne, VT 05482 andv(o)bullrockcorp.com Roger J. Dickinson, P.E. Lamoureux & Dickinson 14 Morse Drive Essex, VT 05452 roger Idenginerin4.com Chair, City Council/Chair, City Planning Commission City of South Burlington 575 Dorset Street South Burlington, VT 05403 Charlie Baker, Exec. Dir. Regina Mahony, Sr. Planner Chittenden County Regional Planning Commission 110 West Canal Street, Suite 202 Winooski, VT 05404 cbaker@ccrpcvt.org: rmahony(a)ccrpcvt.oM Elizabeth Lord, Land Use Attorney Agency of Natural Resources National Life Drive, Davis 2 Montpelier, VT 05602 anr.act250 a(-state.vt.us Barry Murphy Vt. Dept. of Public Service 112 State Street, Drawer 20 Montpelier, VT 05620-2601 barrv. murphy(a.state.vt. us Craig Keller Utilities & Permits/VTrans One National Life Drive, Drawer 33 Montpelier, VT 05633 craig.keller()state.vt.us Beth Fenstermacher, Act 250 Coordinator Vt. Agency of Agriculture, Food & Markets 116 State Street, Drawer 20 Montpelier, VT 05620-2901 beth.fen stermacher(abstate. vt.us Division for Historic Preservation National Life Building, Drawer 20 Montpelier, VT 05620 scoff. dillon .state.vt.us 0ames.duggan .state.vt.us FOR YOUR INFORMATION DISTRICT #4 ENVIRONMENTAL COMMISSION Thomas A. Little, Chair 111 West Street Essex Junction, VT 05452 ADJOINING LANDOWNERS On File at District Commission Office Dated at Essex Junction, Vermont, this 8th day of July, 2014. 'V /s/ Barbara J. Cady Administrative Secretary 879-5614 W:\NRl3\DIST4\PROJECTS\4C1001-4C1250\4C1138\4C1138-6\4C1138-6A\4C1138-6A COSpermit.docx June 27, 2014 Andrew Thomas Quarry Hill Senior Living, LLC 145 Pine Haven Shores Shelburne, VT 05482 Re: Minor Lot Line Adjustment Approval #AD-14-02 — 465 Quarry Hill Road Dear Mr. Thomas: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the Administrative Officer on June 27, 2014 (effective 6/27/14). Please note the conditions of approval, including that the final plat plan must be recorded in the land records (in mylar format) within 180 days (must be submitted to me in time for recording along with a $15 recording fee by December 24, 2014) or this approval is null and void. If you have any questions, please contact me. Sin Vrely,9- aJ. Belai Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com southburl 1 11ty I on PLANNING & ZONING Permit Number AD- 14- 6'�N All information requested on this application must be completed in full. Failure to provide the requested intbrmation either on this application form or on the plans will result in your application being rejected and a delay in the review by the Administrative Officer. 1) OWNER(S) OF RECORD (Name as shown on deed, mailing address, phone and fax IE?62 Rng-L 0/ ras U, 5hdk,,,.rne 2) LOCATION OF LAST RECORDED DEED(S) (Book and page N)(P6r*n1 0;11 �qq, p6r lq8bk / 6 3 z-1 " Al!aS+ : b k I D 24, 1 ? (--y �) al I I lq(o m 3) APPLICANT (Name, ailing address, phone and fax #) PGAM /y6 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.)_ 5) CONTACT PERSON (Name, mailing address, phone and fax #) 2 (,, IR4 . . . .. . ......... ....... . . . . 5a) CONTACT EMAIL ADDRESS, CU-Nclu °� �w� l�� i<��� a C�►-,� 6) PROJECT STREET ADDRESS: QLA --t- J V 7) TAX PARCEL ID # (can be obtained at Assessor's o W11 : t 12, C) - A),2 -70, 00�/ 8) PROJECT DESCRIPTION a) Fxisting ( ses on Property (including descript' 11 and size of each separate use) /0 b) Other (list any other information pertinent to this application not Specifically requested above, please note ifOverlay Districts are applicable), 57SIDorsetStrut South Burlington, VT 05403 W802.846AIG6 faxBO2.846.4101 www.sburi.com W M F 9) LOT COVERACES FOR EACH LOT LOT #I(Street Address): /-/(06 R-D4. J— a) Building: Existing % Proposed _% b) Overall (building, parking, outside storage, etc) Existing—�% Proposed c) Front yard along each street Existing-4k— % Proposed % (applies only to commercial property) LOT fl2 (Street Address): d) Building: Existing 0% Proposed % c) Overall (building, parkT'g, outside storage, etc) Existing--- fl') % Proposed % Fj Front yard along each street Existing__ P—/. Proposed % (applies only to commercial property) 4 10) TYPE OF EXISTING OR PROPOSED NCU /�VBRANCES ON PROPERTY (easements, covenants, leases, rights ofway, etc.). 11) PROPOSED EXTENSION, RELOCATION, Olt MODIFICATION_OCIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) 7 - 13) PLANS AND FEE Plat plans shall be submitted which shows the information required by the Land Development Regulations. Three (3) regular size copies, one reduced copy (I I'" x 17"), and one digital (PDF-format) copy of the plans must be submitted. Applicant fees must be included. 4 74*W 2 Minor Lot Line Adjustment Application Form Rev 12-2011 0 lif } i 1 hereby certify that all the information requested as part ofth accurate to the best of my knowled,tt. a /4 --__.. ion has been submitted and is GNA" RE F (CANT IG RE O PRO OWNER # I 1631 A UI OF PROPERTY OWNER #2 Do not write below this line DATE OF SUBMISSION: / I have reviewed this application and find it to be: �Kcornpl The ctppliccmi orpertttittee retains they oblt'gotioti to iclentifj,, applyfor, atul obtain relevant stile permits Jot- this project. Call (802) 879-5676 to speak with the regional Permit Specialist. 3 Minor Lot Line Adjustment Application Form Rev 12 2011 0 9 LEGEND: EXISTING PROPERTY LINE SITE LOCATION PLAN N.T.S. EXISTINGAREA PROPSEDAREA QUARRY HILL 121.737 SF 121,730 SF SENIOR LIVING , LLC NORTHEAST 27,801 SF 27,79E SF QUARRY, LLC CREStRICt101J PER OOCKEt 2004p121p3' / 1StOR4 HE1GNt p001.EY / el' NORTHEAST QUARRY, LLC NIF SK 1026, PG 329 i PS 0 / O SIDELINE OF PROPOSED EASEMENT ABUTTING PROPERTY LINE NEW PROPERTY LINE N/F NOW OR FORMERLY • IPS IRON PIPE SET SURVEY POINT NO MARKER SET CUPOLA GOLF COURSE, INC NIF BK 66 PG 386 NOTES: \ \ THIS PLAT IS BASED ON A PLAT ENTITLEDQUARRY HILL SUBDIVISION. CUPOLA GOLF COURSE, INC. VOLUMELUME 68, PAGE 388. L 35 95 JOHN LARKIN, VOLUME 944, PAGE 188. QUARRY HILL SENIOR LMNG, - 93 R = 24.00' LLC VOLUME 994, PAGE 198. QUARRY HILL ROAD, SOUTH BURLINGTON, VT", DATED OCTOBER, 2010, LAST REVISED 11-12-2010, BY BUTTON PROFESSIONAL LAND SURVEYORS AND AS RECORDED IN SLIDE 550 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. I \00�121p3 / R _Y 14E1G� REStR1Ct10N PER DOCKEt Z / OCOLv 1-St '1 510E�1NE O L = 146.82' II R=125.OD I I �I SIDELINE OF PROPOSED 10' WIDE WATER EASEMENT TO THE CITY OF SOUTH BURLINGTON. 10' O CONVEYED FROM NORTHEAST SIDELINE OF PROPOSED WIDE EASEMENT � IP3 STO GREEN MOUNTAIN POWER COMPANY. —� 870 SF PARCEL PROPOSED BEE 4 RY, LLC Q TO QUARRY HILL SENIOR LIVING, LII0 23.48' ^ N S34°41'S3'E 1 O 't /QUARRY HILL SENIOR LMNG, LLC N. IPS BK 944, PG 198 a BK 1032PG 196 hry 121,737 SF h� \ 7� NORTHEAST QUARRY, LLC ON SF PARCEL PROPOSED TO BE ! Nye NIF / CONVEYED FROM QUARRY HILL SENIOR N Z \ BK 1026, PG 329 - LIVING, LLC TO NORTHEAST QUARRY, LLC 27,801 SF %� 33' WIDE EASEMENT TO GREEN MOUNTAIN COMPANY AS RECORDED IN VOL. PAGES 41 8 42 (SEE NOTE 5) N RALPH E. DESLAURIERS, JR. °f D 8 2 CHRISTINA D. SMULLEN I CY NF BK 278 PG 185 BK 617 PG 210 Q6'26� 11.18' I IPS — CUPOLA GOLF COURSE, LLC NIF IBK 86, PG 386 SK 944, PG 188 GRAPHIC SCALE TO THE BEST OF MY KNOWLEDGE, THIS w 0 20 Q w 16o PLAT IS BASED ON INFORMATION ABSTRACTED FROM PERTINENT DEEDS AND/OR OTHER OFFICIAL RECORDS, AND MARKERS EVIDENT ON THE PROPERTY, AND CONFORMS WITH THE REQUIREMENTS OF 27 VSA & 1403. ( IN FEET ) DATED THIS _ DAY OF 2013 1 inch = 40 ft. L.S. 2. BEARINGS ARE BASED ON THE ABOVE REFERENCED PUT 3. NO FIELD WORK WAS PERFORMED IN THE PREPARATION OF THIS PLAT WITH THE EXCEPTION OF SETTING THE CORNERS OF THE TWO ADJUSTED PARCELS. IT IS MERELY TO SHOW THE BOUNDARY LINE ADJUSTMENTS BETWEEN LANDS OF JOHN LARKIN AND LANDS OF QUARRY HILL SENIOR LIVING, LLC. 4. THIS PROPERTY APPEARS TO BE BENEFITED BY A 56 WIDE EASEMENT AND RIGHT -OF WAY AS RECORDED IN VOL. 944, PAGE 190 OVER AND ACROSS QUARRY HILL ROAD AND AN EXTENSION THEREOF AS SHOWN ON THE ABOVE REFERENCED PLAN UNTIL SUCH TIME AS THE CITY OF SOUTH BURLINGTON ACCEPTS THOSE ROADS. 5. THE EASEMENT RECORDED IN VOLUME 69, PAGE 41 IS DESCRIBED AS' ENTERING FROM THE HIGHWAY LEADING TO ROLAND DESLAURIER RESIDENCE AND CROSS TO LAND NOW OR FORMERLY OF ROLAND J. AND EVANGELINE M. DESLAURIEIR AND THENCE TO EAST TERRACE...'. THE HIGHWAY LEADING TO ROLAND DESLAURIER HAS NOT BEEN LOCATED IN THE FIELD BY THIS FIRM OR THE PREPARER OF THE PLAN REFERENCED ABOVE, AND THEREFORE THE THE WESTERLY TERMINUS OF THE EASEMENT SHOWN IS BASED ON THE LAST EXISTING UTILITY POLE. QUARRY HILL SENIOR LIVING, LLC. SHOULD OBTAIN A RELEASE FROM GREEN MOUNTAIN POWER FOR ANY EASEMENT EASTERLY OF THE END OF THE EASEMENT AS SHOWN ON THIS PLAN. 6. THIS PROPERTY MAY BE SUBJECT TO OTHER EASEMENTS AND/OR RIGHTS -OF -WAY. CUPOLA GOLF COURSE, INC NIF BK 66 PG 386 OWNERS/APPLICANTS QUARRY HILL SENIOR LIVING, LLC 250 QUARRY HILL ROAD SOUTH BURLINGTON, VT 05403 NORTHEAST QUARRY, LLC 410 SHELBURNE ROAD SOUTH BURLINGTON, VT 05403 CITY CLERK'S OFFICE CITY OF SOUTH BURLINGTON, VT. _ 2013 RECEIVED FOR RECORD AT O'CLOCK M., AND RECORDED IN SLIDE# ATTEST: CITY CLERK PRELIMINARY 0 CONSTRUCTION FINAL LOCAL REVIEW ❑RECORD DRAWING A PORTION OF LANDS OF PROJECT NO QUARRY HILL SENIOR LIVING, LLC O9m7 AND SURVEY OTHERS JOHN LARKIN DESIGN 250 QUARRY HILL ROAD, SOUTH BURLINGTON, VERMONT RJD DRAWN DLH BOUNDARY LINE CHECKED ADJUSTMENT PLAT RJD OJG LAMO& DICt4NSON S1'H-T.4N0 tin E.genlu 1. M.0 Drivc F x lunnio4 VT 93451 Tel: 802-878-4450 �.VERMONT State of Vermont Department of Environmental Conservation Agency of Natural Resources Drinking Water and Groundwater Protection Division WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED 10 V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective December 1, 2010 Landowner(s): Quarry Hill Senior Living, LLC Permit Number: WW-4-4121 c/o Bullrock Corporation PIN: EJ04-0214 145 Pine Haven Shore Road Suite 1150 Shelburne VT 05482 This permit affects property identified as Town Tax Parcel ID # South Burlington: 1420-00270.004 referenced in a deed recorded in Book 994 Page(s)198 of the Land Records in South Burlington, Vermont. This project, consisting of the construction of a 12o bed assisted living facility with 46 employees on Quarry Hill Club Lot #4, with construction of service line connections to the existing municipal water and wastewater systems mains, served by municipal water supply services and municipal wastewater disposal services located on 250 Quarry Hill in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. i. GENERAL 1.1 The project shall be completed as shown on the following plans and/or documents prepared by Roger J. Dickinson, P.E., with the stamped plans listed as follows: Sheet Number Title Plan Date Plan Revision Date 1 Site Plan Grading and Utilities Plan 8/24/2013 3 Details & Specifications Sewer & Site Work 12/20/2012 4 Details & Specifications Water Supply 12/20/2012 1.2 This permit does not relieve the landowner from obtaining all other approvals and permits PRIOR to construction including, but not limited to, those that may be required from the Act 25o District Environmental Commission; the Drinking Water and Groundwater Protection Division; the Watershed Management Division; the Division of Fire Safety; the Vermont Department of Health; the Family Services Division; other State departments; or local officials. 1.3 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall record and index this permit in the South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.4 The landowner shall record and index all required installation certifications and other documents that are required to be filed under these Rules or under a specific permit condition in the South Burlington Land Records and ensure that copies of all certifications are sent to the Secretary. 1.5 No permit issued by the Secretary shall be valid for a substantially completed potable water supply and wastewater system until the Secretary receives a signed and dated certification from a Vermont Licensed Designer (or where allowed, the installer) that states: "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply and wastewater system were installed in accordance with the permitted design and all the permit conditions, were inspected, were properly tested, and have successfully met those performance tests", or which otherwise satisfies the requirements of §1-3o8 and §1-g11 of the referenced rules. r Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury Wastewater System and Potable Water S� -ly Permit W W-4-4121 Page 2 of 3 1.6 This project is approved for the construction of a 12o bed assisted living facility with 46 employees on Lot 4. Construction of additional nonexempt buildings, including commercial and residential buildings, is not allowed without prior review and approval by the Drinking Water and Groundwater Protection Division and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. No construction is allowed that will cause non-compliance with an existing permit. 1.7 Each purchaser of any portion of the project shall be shown a copy of the Wastewater System and Potable Water Supply Permit and the stamped plan(s), if applicable, prior to conveyance of any portion of the project to that purchaser. 1.8 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations, and permit conditions. 1.9 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with 10 V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2.WATER SUPPLY 2.1 The components of the potable water supply herein approved shall be routinely and reliably inspected during construction by a Vermont Licensed Designer (or where allowed, the installer) who shall, upon completion and prior to occupancy of the associated building, report in writing to the Drinking Water and Groundwater Protection Division that the installation was accomplished in accordance with the referenced plans and permit conditions, as specifically directed in Condition #1.5 herein. 2.2 This project is approved for connection to the water supply system owned by the City of South Burlington for a maximum of 9240 gallons of water per day. 2.3 This project is approved for connection to a public water system. The installation of the public water system shall be completed in accordance with the conditions of the Public Water System Permit to Construct PID# C-3049 WSID #5o9i dated December 10, 2013 or any subsequent approvals for this system issued by the Drinking Water and Groundwater Protection Division. 2.4 The landowner shall install and maintain backflow prevention devices that conform to Vermont Department of Public Safety standards and NFPA 13 for any connection of a sprinkler fire suppression system to a public drinking water system. 2.5 This permit is based, in part, on a municipal approval for connection to their water distribution system. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. .WASTEWATER DISPOSAL 3.1 The components of the sanitary wastewater system herein approved shall be routinely and reliably inspected during construction by a Vermont Licensed Designer (or where allowed, the installer) who shall, upon completion and prior to occupancy of the associated building, report in writing to the Drinking Water and Groundwater Protection Division that the installation was accomplished in accordance with the referenced plans and permit conditions, as specifically directed in Condition #1.5 herein. 3.2 This project is approved for connection to the City of South Burlington wastewater treatment facility as depicted on the plan(s) stamped by the Drinking Water and Groundwater Protection Division. The project is approved for a maximum of 9240 gallons of wastewater per day. Wastewater System and Potable Water Sr 'y Permit WW-4-4121 Page 3 of 3 3.3 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required if the project is served by the municipal wastewater collection system. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. David K. Mears, Commissioner Department of Environmental Conservation By 9A WW w ssanne Wyman, Ugionail Engineer Dated December 20, 2013 cc South Burlington Planning Commission Roger J. Dickinson Act 25o District Environmental Commission-41138-2 Department of Public Safety, Division of Fire Safety Department of Health — Food & Lodging Licenses t 6 M a� c a� C E 0 y a U; o: ao !: M 0 Co p E M z 0 C! aU rn m Y U tt7 d E O M 7 0) w c O U oIR SOUND DATA O E N E R ATO R 8 Soumf PrE3sure Level ® 7 metent MAt Enclmre Mitxophona Potiitlon Averapa 1 2 3 4 5 6 7 a Open No Exhaust 89 92 89 90 86 94 91 90 90 Basic Sound — A7enuated ntdna Mount Cntacat Grade swicer 17 80 76 80 79 82 80 77 i 79 Enclostae i "^ Eoemal Mount critical Bade S tarcer 72 76 74 75 71 78 75 74 74 WE Lew 2 Eeernat Mount Flospav 68 7' 70 68 fi3 72 70 69 Grade Silencer f 5 7 � 6 2 i- 3 4L 4 Notes: 3m 1 Position 1 faces the radiator 7m from the extenor of the --o- 7m machine. The positions proceed clockwise around the gensei. 2. Data measured at full load using standard radiator package. I Sound pressure levels are subject to instrumentation, installation. product variability and testing conditions. 4. Sound data for open unit does not include exhaust noise. 3 a�NIERATOR! WORLD HEADQUARTERS Baldor Electric Company FaP O. Box 2400 . Fort Smtth. AR 72902-2400 J.S.A Phone (479) 646-4711 ! x i4791 648-5792 - International Fax 1479+ 648-5895 o ea a Fbcv.: Co--www.baOor.com 1 10 FARR 20DO 3.1 ,i CD: AGZ 030-190CH Sound Data Note: Sound pressure data at, 1 • 30 feet (9m) from side of unit. Octave band readings are flat dB, overall Is -A- weighted 2. Q--2, unit on a flat roof or ground with no adjacent wall. 3. Sound power Octave band readings are flat dB, overall Is •A• weighted - > Sound.Pressure w/o Sound Insulation AGZ UNIT NUMBER NUMBER OCTAVE BAND AT CENTER FREQUENCY OVERALL MODEL OF COMP. OF FANS 63 125 250 500 1000 T000 4000 B000 A WEIGHTED 4 6 030C 4 5 64 61 60 56 51 46 41 60 035C 4 4 65 64 62 60 56 51 46 1 41 60 045C 4 4 fA aK GA 4 4 66 060C 4 4 67 065C 4 4 68 070C 4 4 B8 Sound Pnwpr w/r► .Qn—A AOZ UNIT NUMBER NUMBER —OCTAVE BAND AT CENTER FREQ. (PER ARI STANDARD I MODEL OF COMP. OF FANS 63 1 126 250 500 1000 370) OVERALL 030C 4 4 92 91 88 87 63 2000 78 1 4000 73 8000 68 A -WEIGHTED Be 035C 4 4 92 91 89 87 83 78 73 68 88 045C 4 4 93 92 91 89 85 79 74 69 90 4 93 93 91 93 89 85 86 79 74 69 90 V070C4 4 94 93 94 89 86 81 81 76 76 71 71 91 4 95 94 94 89 87 81 76 71 91 92 4 95 95 94 1 89 1 87 81 76 71 92 — - ....., .wu..0 Luuuauon NUMBER NUMBER OCTAVE BAND AT OF COMP. OF FANS 63 125 250 SOD F�35C 4 4 5ry 56 57 4 4 57 57 56 57 4 4 57 57 56 4 4 58 58 S8 59 050C 4 4 58 58 58 59 055C 4 4 58 58 58 59 060C 4 4 58 58 58 59 065C 4 4 59 58 1 58 59 O70C 4 4 61 Sound Pnwpr with .Qn—a i..e..�..H 58 58 -- NTER FREQUENCY 100D 2000 4000 8000 OVA A -WEIGHTED 50 48 47 43 58 50 48 4T 43 58 50 48 47 43 58 53 50 48 43 &0 53 50 48 43 60 53 50 48 43 60 53 1 50 48 43 80 53 1 50 48 43 60 53 1 50 1 48 43 60 AGZ UNIT NUMBER MODEL OF COMP, 630C 4 035C 4 040C 4 5C 044 OSOC 4 055C 4 060C 4 4 070C 4 NUMBER OF FANS 4 4 4 4 4 4 4 4 4 OCTAVE BAND AT CENTER FREQ. PER ARI STANDARD 370 OVERALL A•WEIGHTED 85 63 125 250 84 84 83 84 84 83 84 84 83 85 85 85 85 85 85 86 85 85 85 85 85 86 85 85 88 85 85 500 84 84 84 86 86 86 86 86 86 1000 77 77 77 80 80 80 80 W 80 1 2ppp 75 75 75 T7 77 77 77 77 77 400p 74 74 74 75 75 75 75 75 75 8000 70 70 70 70 70 70 70 70 70 85 85 87 87 87 67 87 87 17 CONTACT SEARCH OUR S11[ FIND: FAME: EMAIL: SUBMIT Home > Resources > How-To's > Loudness Checkout I My Account I Help Decibel (Loudness) Comparison Chart Here are some interesting numbers, collected from a variety of sources, that help one to understand the volume levels of various sources and how they can affect our hearing. Environmental Noise Weakest sound heard OdB Whisper Quiet Library at 6' 30dB Normal conversation at 3' 60-65dB Telephone dial tone 80dB City Traffic (inside car) 85dB Train whistle at 500', Truck Traffic 90dB Jackhammer at 50' 95dB Subway train at 200' 95clB Hand Drill 98dB Power mower at 3107dB Snowmobile, Motorcycle 100dB Power saw at 3' 110dB Sandblasting, Loud Rock Concert 115dB Pneumatic riveter at 4' 125dB an cause age - Loudest recommended exposure �b Eprotection Jet engine at 100' 140dB 12 Gauge Shotgun Blast 165dB Death of hearing tissue 180dB Loudest sound possible 194dB OSHA Daily Permissible Noise Level Exposure Hours per day Sound level 8 90dB 6 92dB 4 95dB 3 L=97dB 2 100dB 19coustifenc'TM ♦*•:� QUIETING THE WORLD Acoustifence Information • Lab tested STC value of 28 represents over an 80% reduction in sound to the human ear. • Works extraordinarily well blocking sound. • Far less sound reflected than solid walls. • Installed or removed in less than one hour. • LIV tolerant and does not support mold. • Virtually indestructible, very resilient material. • 100% recyclable • Comprised of over 64% recycled materials. • Will accept most paint finishes. • To store, Acoustifence easily rolls up like a carpet. Material Specifications Acoustical Rating STC 28 / OITC 22 Size 6 ft. (1.83m) x 30 ft. (9.14m) x 0.125 in (3mm) 180 ft2 (16.72m2) Weight 185 lbs. (84Kg) Brass Grommets every 6 in (152mm) along Fastening top edge with four grommets spaced along the bottom edge. Commonly installed horizontally. Color Black Acoustifence TM Installation North American Office Acoustiblok Inc. 6900 Interbay Boulevard Tampa, FL 33616 USA Phone: 813-980-1400 Fax: 813-549-2653 www.thermablok.com www.acoustiblok.com sales(a-)acoustiblok.com Number of people: 2 Time required: 10 — 15 mins. Items: Utility Knife, Pliers, 70 lb. Wire ties (included with purchase), Hand Truck / Dolly (optional) 1. Cut and remove the plastic wrap around the roll. 2. Tilt the roll so it is leaning against the fence. Line up the top of the roll to the top of the fence or at the desired height. 3. Begin unrolling the Acoustifence material along the fence. Have one person slowly unroll the material while the second person inserts the ties in each grommet and attaches to the fence. Insure that the material is kept taut as you install the wire ties to prevent it from sagging. 4. Remove the tape and roll core. 5. Tighten each tie so that the Acoustifence is properly lined up at the desired height. Material will relax and straighten when warmed by the sun. Middle East Office Kingdom Tower, Riyadh, Kingdom of Saudi Arabia Phone: + 966-1-211-8193 Acoustifence Product Information 07202009 All rights reserved. 1 of 2 '~1� south" PLANNING & ZONING Planning and Zoning Invoice Non -Residential Impact & Permit Fees Property Owners Name: Property Location: �� Amount: S . Payment Type: Date: Zoning Permit (Non-residential) ZP I) f Otplus , ft. building @ $0.35 per sq. ft. plus After -the -fact of (_) 50% [no NOV] or (_) 100% [NOV] t/V Code Pri in Amount Due zp $13.00 $Y5 ,1 o Zoning Permit Total $�� 0?/. �.r Sewer Allocation Fee WWA- 10� #204 "9.p.d 1 (_) Bartlett Bay x $9.48 $ CVKl port Parkway Road Impact Fee #221 $ Fire Impact Fee #203 $42Y7. W Dorset Street Waterline Fee #230 $ '^ Sewer Connect Inspection WW / 3/ ww $63 $ Total $ LU 6• ,41 Project Name & Address Property Owner Effective Date TOTAL IMPACT FEE Fire Impact Fees: Value of New Construction: Type of Use Industrial/Manufartu ring Engineering & Re_searc_ h General Offire Mediral Office General Retail Auto Servire Facilitv Flder Care Facility 1 South Burlington Planning Zoning New Non -Residential Construction Impact Fees Project Completed by April 1, 2014 250 Quarry Hill Road Quarry Hill Senior Living, LLC 1 $35,185.511 Type of Construction Fireproofed Steel Skeleton or SF Reinforced Concrete 566� Sprinkler credit? (Enter 1 if yes) Total Value of New Structure: Total Value of New Structure & Contents: Current grand list value of property: Past payments credit: Post construction value of structure & land Future payments credit: Base fee: NET FIRE PROTECTION IMPACT FEE: Road Impact Fee PM Peak Hour VTEs Past payments credit: Future payments credit: S1 S1 S Masonry or SF Concrete Bearing L Wood Pre -Fab Frame SF Steel Structure I Structure S69 S65 S64 S96 S93 SSS 5113 S110 5104 S71 S69 S67 S54 S51 S41 S84 SA1 S78 S74 S72 S72 _1 $11,992,650 $29,981,625 $900,000 $702.00 $12,892,650.00 $128.93 $18,078.92 $17,247.99 26 $1,354.67 $ 6, 704.18 SF South Burlington Planning Zoning 40lieffio New Non -Residential Construction Impact Fees ETProject Completed by April 1, 2014 OTHER CREDITS: NET ROAD IMPACT FEE $17,937.51 Police Impact Fee Square Feet of New Structure or Addition Base Fee: Square feet of existing structure to be removed Creditable amount Existing Single family homes to be removed Existing 2-3 Family structures to be removed (units) Existing 4+ Family Structures to be removed (units) Creditable Amount Current Grand List Value of Site Past Payments credit: Estimated Post -Construction Value Future payments credit: NET POLICE IMPACT FEE $0.00 970000 $329.80 $4,410,480.00 $1,014.41 $0.00 TABLE PD-7 ESTIMATED POST -DEVELOPMENT VALUES PER SQUARE FOOT OF FLOOR SPACE Type of Use Industrial/Manufa Engineerin Office Medical General Auto Elderly Motels cturing g and (General) Office Retail Service Care Fireproofed Steel Sketloton or $76 $100 $141 $152 $96 NA $117 NA Reinforced Concrete Structure SF 31,280 $56 $79 $110 $129 $81 $62 $96 $85 Masonry or Concrete Bearing Wall Structure SF Wood Frame Structure $53 $74 $106 $126 $79 $58 $93 $82 SF Pre -Fab Steel Structure $53 $73 $101 $119 $77 $47 $89 $82 SF 08/12/2013 City of South Burlington Grand List Page 1 of 1 01:12 pm Parcel Report ray For Parcel: 1420-00270.004 QUARRY HILL SENIOR LIVING LLC Name QUARRY HILL SENIOR LIVING LLC C/O BULLROCK CORP 145 PINE HAVEN SHORES RD STE 1150 SHELBURNE VT 05482-7836 Location (A) LOT 4 Desc. 2.71A Codes: (1) (Category)M (Equipment) (Owner)C Wood Crop Pasture Other Site Total Acres: 0.00 0.00 0.00 0.00 0.00 2.71 Real Land Building Equipment Inventory Values: 900,000 900,000 0 0 0 Homestead Veterans Farm Stab. L.U. Acres Land Use 0 0.00 0.00 0.00 0.00 Contract Lease Prev. Eqpm Land Use Amt Prev. Real 0 0.00 0 0.00 900,000 Housesite Special Exmp Grand List 0.00 0.00 9,000.00 Misc: Status: T Updated: 06/03/2013 Last sale was: Invalid on 10/17/2011 for $0 recorded on 1032/196 Grievance Info: Flag: N Remarks: (1) SPAN: 600-188-17805 7 yrr � �� : ✓ � } Langrock Sperry & Wool, LLP A TO R N EYS AT LAW Peter F. Langrock William B. Miller, Jr. Thomas Z. Carlson Mark L. Sperry Christopher L. Davis Susan M. Murray Michael W. Wool James W. Swift Alison J. Bell Ellen Mercer Fallon Emily J. Joselson Mitchell L. Pearl April 1, 2013 Kevin E. Brown Erin Miller Heins Frank H. "Fritz" Langrock Hobart F. Popick F. Rendol Barlow Devin McLaughlin Lisa B. Shelkrot Eric M Knudsen David W. M. Conard Cara L. Cookson Sarah Gentry Tischler Michele B. Patton Wanda I. Otero Katherine B. Kramer RECEIVED APR 0 2 2013 City of So. Burlington Raymond Belair Paul Conner Administrative Officer Director of Planning &Zoning South Burlington Planning & Zoning South Burlington Planning & Zoning 575 Dorset Street 575 Dorset Street South Burlington, VT 05403 South Burlington, VT 05403 Re: Quarry Hill Senior Living, LLC, DRB #SP 12-41 Dear Paul and Ray: As you know, the DRB issued findings of fact and its Decision in Site Plan Application SP #12- 41 on February 22, 2013. The Decision approved the application to amend a previously approved plan to construct a 100 unit assisted living facility. The amendment consisted of"1) increasing the lot size [which had been occasioned by the DRB allowing other parties narrowing the road right of way to 55 feet], 2) altering the building and overall coverages, and 3) other site modifications...." The Decision contained 19 conditions, the first of which was that "all previous approvals and stipulations shall remain in full effect except as amended herein." Included in the conditions were express requirements for City approvals: Condition 3 — required approval by administrative officer of revised plans dealing with "sound screening." Condition 8 - occupancy shall not take place in the proposed building until the applicant has obtained final water allocation approval from the South Burlington Water Department. Condition 9 — the applicant shall obtain final wastewater allocation prior to issuance of a zoning permit. REPLY TO: Burlington Office • WEBSITE: www.langrock.com • EMAIL: attorneys@)langrock.com MIDDLEBURY: 111 S. Pleasant Street, P.O. Drawer 351, Middlebury, VT 05753-0351 • (802) 388.6356 • Fax: (802) 388-6149 BURLINGTON: 210 College Street, P.O. Box 721, Burlington, VT 05402.0721 • (802) 864.0217 • Fax: (802) 864-0137 A Limited Liability Partnership Including a Professional Corporation a April 1, 2013 Page 2 Condition 12 — the applicant shall obtain a zoning permit within six (6) months pursuant to Section 17.04 of the land development regulations. Condition 18 — the applicant shall obtain a Certificate of Occupancy from the administrative officer prior to occupancy of the building. These are the only City permits and approvals required by the DRB Decision. The DRB Decision is now final and has not been appealed. We interpret the DRB Decision as requiring only the permits and approvals set forth above, as a precondition to commencement of construction, and then, under condition 18, as to occupancy. Nevertheless, in an excess of caution, my partner Eric Knudsen attempted to obtain assurance that when Quarry Hill comes to apply for a zoning permit, it will not be met with a denial on the ground that it should have also applied for approval under the South Burlington Interim Bylaw which was adopted February 21, 2012. To this end, Eric spoke to City Counsel, Amanda Lafferty, on February 28, 2013 and was told she would check with Paul. Eric has since placed several phone calls to Amanda without being able to reach her. Accordingly, this letter is written to confirm Quarry Hill's understanding and position that approval under the Interim Bylaw is not required, because of the following: 1. The February 22, 2013 Decision expressly provided that "All previous approvals and stipulations shall remain in full force and effect except as amended herein." 2. Section IV, "Exemptions," of the Interim Bylaw exempts: "(1) relocation of site improvements and/or accessory structures that have been previously approved, provided that such relocation do not alter the approved coverage for the site." I This exemption applies to the amendment approved by the Decision here. 3. The Decision contains express conditions requiring only the above five permits and approvals which must be obtained from the City, and no others. Specifically, no condition is imposed of obtaining approval under the Interim Bylaw. Accordingly, the principle laid down by the Vermont Supreme Court in In Re Appeal of Farrell and Desautels, (Larrow, J.) 135 Vt. 614, 616 (1978) applies: I The amended plans, approved by the Decision in fact reduced the previously approved coverage for the site to 48.5%. I April 1, 2013 Page 3 "We cannot subscribe to the proposition that a formal written order which contains some express conditions can also be said to carry with it silent and unexpressed terms and conditions. Having clearly in mind the provisions of 24 V.S.A. § 4472(a) making the statutory appellate route the sole remedy of an aggrieved party, from what could appellant have appealed? ...conditions not expressed in the findings and order [of the zoning board] [should] be disregarded, whatever the state of mind and unexpressed considerations of the adjudicative body." Desautels, at p. 616 - 617, emphasisas in text. Quarry Hill's position therefore, is that the project does not also require approved by the City Council under the Interim Bylaw. Should Quarry Hill be met with a denial when it applies for a zoning permit, on the ground that it has not also obtained Interim Bylaw approval from the City Council, then (i) it would maintain the position that Interim Bylaw approval is not required, for the above reasons, and (ii) it would expect additional time to seek a zoning permit until that issue is resolved. Sincerely yours, v Mark L. Sperrs , Esq. msperry@langrock.com MLS:Iab cc: Gregg Beldock (via email) Andy Thomas (via email) Michael Wool, Esq. (via email) Eric Knudsen, Esq. (via email) Amanda Lafferty, Esq. (via email) 594474.1 ( E Langrock Sperry & W001, LLP Kevia rown Frank >Ea.B"Fritz" Langrock Erin Miller Heins Hobart F. Popick A FTORN EYS A 'r LAW F. RerwW Barlow Devin McLaughlin Lisa B. Shelk or Peter F. Langrock William B. Miller, Jr. Thotnas Z. Carlson Eric h4l. Knudsen Mark L. Sperry Christopher L. Davis Susan M. Murray David W. M. Conard Cara L. Cookson Michael W. Wool James W. Swift Alison J. Bell Sarah Gentry Tischler Michele B. Patton Ellen Mercer Fallon Emily J. Joselson Mitchell L. Pearl Wanda L Otero Katherine B. Kramer VIA EMAIL March 25, 2013 Raymond Belair Administrative Officer South Burlington Planning & Zoning 575 Dorset Street South Burlington, VT 05403 Re: Quarry Hill Senior Living, LLC, DRB #SP 12-48 Dear Ray: DRB # SP 12-48 is hereby withdrawn. This withdrawal is based on Quarry Hill's understanding that under the approval in DRB #SP 1241 Quarry Hill needs to obtain no further permits or approvals from the City other than as set forth in paragraphs 1-19 of the Decision in DRB # SP 12-41 dated February 22, 2013. Sincerely yours, ,�1/?.�lt' Mark L. Sperry, sq. for Quarry Hill Senior Living, LLC msperry@langrock.com MLS:lab cc: Gregg Beldock (via email) Andy Thomas (via email) Michael Wool, Esq. (via email) Eric Knudsen, Esq. (via email) REPLY TO: Burlington Office • WEBSITE: www.langrock.cnm • EMAIL: attorneys(q'langrork.cum MIDDLEBURY: 111 S. Pleasant Street, P.O. Drawer 351, Middlebury, VT 05753.0351 • (802) 388.6356 • Fax: (802) 388-6149 BURLINGTON; 210 College Street, P.O. Box 721, Burlington, VT 05402-0721 • (802) 864-0217 • Fax: (802) 864.0137 A Limited Liability Partnership Including a Professional Corporarion Page 1 of 1 ray From: Lisa Brunet [LBrunet@langrock.com] Sent: Monday, March 04, 2013 11:57 AM To: ray; Paul Conner Cc: Gregg Beldock; Andrew Thomas; Eric M. Knudsen; Michael W. Wool Subject: Application SP #12-48 Dear Ray and Paul, Pursuant to my conversation with Ray just now, Quarry Hill would like to wait until the meeting next following the date the appeal period expires on the decision just issued in Application SP #12-41. This would be the meeting on April 2, 2013 and we request that that Application SP #12-48 be continued to that meeting. Mark Mark L. Sperry, Esq. Langrock Sperry & Wool, LLP 1"0 Box 721 Burlington, VT 05402-0721 Phone: 802.864.0217 Fax: 802.864.0137 msperfyAlangrock.com www.langrock.com I MER!TAS A l z, 4`1 ?. H L L S'4 1 " I This e-mail may contain privileged and confidential information, and is intended solely for the use of those to whom it is addressed. If you are not an intended recipient, please delete this message, destroy all copies, and notify us as soon as possible. If you are the intended recipient, please note that email is not a secure method of communication, and you may choose to communicate with us by other means. In accordance with IRS Circular 230, we inform you that any tax advice contained in this communication was not written or intended to be used, and cannot be used, for the purpose of avoiding penalties under the Internal Revenue Code, or promoting, marketing or recommending to another person any transaction or matter addressed in this communication. 3/4/2013 south -it...1 i.o PLANNING & ZONING MEMORANDUM To: Development Review Board From: Raymond J. Belair, Administrative Officer Date: January 2, 2013 Re: Appeal #AO-12-03 Appeal #AO-12-03 of Quarry Hill Senior Living, LLC appealing the decision of the Administrative Officer to deny site plan application #SP-12-41 to amend a previously approved plan for a 100 unit assisted living facility, 250 Quarry Hill Road. Attached is a copy of the administrative site plan decision which is the subject of this appeal and the documents referenced in the decision and other related documents. The following is a list of these documents: 1. Administrative site plan decision #SP-12-41 (exhibit A) 2. The Development Review Board's initial decision #SD-10-07 dated April 20, 2010 (exhibit B) 3. One (1) year extension letter dated October 20, 2010 (exhibit C) 4. Administrative site plan approval #SP-11-51 dated October 27, 2011 (exhibit D) 5. Section 14.09 (B) of the Land Development Regulations (exhibit E) b. Notice of Appeal filed by the appellant (exhibit F) 7. Public Hearing Notice published in the Other Paper on October 18, 2012 (exhibit G) 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.corn i#SP-12-41 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING QUARRY HILL SENIOR LIVING, LLC — 250 QUARRY HILL ROAD SITE PLAN APPLICATION #SP-12-41 FINDINGS OF FACT AND DECISION Quarry Hill Senior Living, LLC, hereinafter referred to as the applicant, seeks to amend a previously approved plan for a 100-unit assisted living facility. The amendment consists of site modifications, 250 Quarry Hill Road. Based on the plans and materials contained in the document file for this application, the Administrative Officer finds, concludes, and decides the following: FINDINGS OF FACT 1. The applicant seeks to amend a previously approved plan for a 100-unit assisted living facility. The amendment consists of site modifications, 250 Quarry Hill Road. 2. The owner of record of the subject property is Quarry Hill Senior Living, LLC, 3. The subject property is located in the Residential 12 Zoning District. 4. The application was deemed complete on August 6, 2012. 5. The plans submitted consists of a two (2) page set of plans, page one (1) entitled "Lodge at Quarry Hill Assisted Living Facility 250 Quarry Hill Road South Burlington, VT", prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated April 16, 2012, and last revised on 7/13/12. 6. The DRB Issued final plat approval, which included site plan approval, on 4/20/10 for a 100- unit assisted living facility with the condition that the applicants obtain a zoning permit within 6 months pursuant to Section 17.04 of the Land Development Regulations or the approval Is null and void. 7. The applicant applied for and on October 19, 2010, the DRB granted a one (1) year extension of the permit requirement such that applicant had until 10/20/11 to obtain a permit. 8. On October 20, 2011, applicant applied for re -approval of the site plan pursuant to Section 14.09(B)(2) of the LDR, By written decision dated October 27, 2011, the Administrative Officer approved Site Plan application #SP-11-51 (admin site plan) subject to the requirement that a zoning permit be obtained within 6 months, or no later than April 27, 2012. 9. No one obtained a zoning permit in connection with the subject site plan by April 27, 2012. -1- #SP-12-41 CONCLUSIONS OF LAW 1. Based on the above Findings of Fact and Condition 11 of the Administrative Officer's Findings of Fact and Decision dated October 27, 2011, approval of the subject site plan became null and void when the applicant failed to obtain a zoning permit by April 27, 2012. The South Burlington Land Development Regulations do not grant the Administrative Officer any authority to approve modifications to a site plan for which there Is no valid approval under the Land Development Regulations. 2, Section 14.09 (B) (2) of the So. Burlington Land Development Regulations (LDRs) allows the Administrative Officer to re -approve a site plan "if a permit issued by the DRB has expired within the preceding six months and no changes or alterations of any kind are proposed . . " (Emphasis added). Applicant already exercised this option when it applied for and the Administrative Officer re -approved on October 27, 2011, the subject site plan, application #SP-11-51. The Administrative Officer does not have the authority to reapprove a site plan if a permit issued by the Administrative Officer has expired within the preceding six months. 3. There Is no authority in the Land Development Regulations for the Administrative Officer to approve site plan application #SP-12-41. DECISION Based on the above Findings of Fact, the Administrative Officer hereby denies Site Plan Application #SP-12-41 for the following reason: 1. The Administrative Officer does not have the authority to either approve modifications to or reapprove the site plan for the 100-unit assisted living facility. Signed is 'n day of Se ber 2012 by aymond ). Belair, Administrative Officer PLEASE NOTE: Pursuant to 24 VSA §4465, an interested person may appeal this decision by filing a Notice of Appeal with the secretary of the Development Review Board. This Notice of Appeal must be accompanied with a $233 filing fee and be filed within 15 days of the date of this decision. The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call 802.879.5676 to speak with the regional Permit Specialist. -2- Bullrock Corporation, hereafter referred to as the applicant, is seeking final plat review to amend a previously approved planned unit development consisting of five (5) multi- family dwellings for a total of 160 units and a 40 unit congregate housing facility. The amendment consists of constructing a 100 unit assisted living facility, 250 Quarry Hill Road. The Development Review Board held public hearings on April 6 and April 20, 2010. Andy Thomas represented the applicant. Based on testimony provided at the above mentioned public hearing and the plans and supporting materials contained in the document file for this application, the Development Review Board finds, concludes, and decides the following; FINDINGS OF FACT 1. The applicant is seeking final plat review to amend a previously approved planned unit development consisting of five (5) multi -family dwellings for a total of 160 units and a 40 unit congregate housing facility. The amendment consists of constructing a 100 unit assisted living facility, 250 Quarry Hill Road. 2. The owner of record of the subject property is the Cupola Golf Course Inc. 3. The application was received on February 22, 2010. 4. The subject property is located in the R12 Zoning District. 5. The plan submitted consists of an eight (8) page set of plans, page one (1) entitled, "Quarry Hill Subdivision South Burlington Vermont Proposed Master Plan", prepared by --.._— IIeweltyn=Hawley—,tnG,_dated I II9/2-009,last-revised-on-4/5/10 Zoning District $ Dimensional Requirements Table 9, Dimensional Requirements -M Zo_ nth 0strict Required _ Proposed Min. Lot Size 3,500 SF 2.71 acres Max. Density* 12 units/acre ** Max. Building Coverage 40% 23.5% Max. Total Coverage 60% 48.8% Min. Front Setback 30 IlDevelopment Review Boa rdTindings_Decisions12010Nbullrock_SD1007_ffd.doc #SD-10-07 4 Min. Side Setback 10 ft. >10 ft. Min. Rear Setback 30 ft. >30 ft. 4 Max. Building Height 40 ft. 39'11" ft. zoning compliance ** assisted living facilities are not included in residential density calculations The application states that they are seeking approval for a pitched roof building that is 39'11" feet high. This does not require a height waiver. The entire Quarry Hill subdivision was approved as a planned unit development and therefore all development approved on any of the lots will be viewed as cumulative development on the 25.67 acre property. PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations PUDs shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13(B)(1) of the South Burlington Land Development Regulations, the existing public utility system shall be extended to provide the necessary quantity of water, at an acceptable pressure, to the proposed additional dwelling units. --- The South Burlington Water Department reviewed the plans and provided comments in a letter dated April 16, 2010. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The South Burlington Public Works Director/City Engineer has indicated in an email dated 4/14/2010 that all plan changes he requested have been made. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties, The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. in addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. 2 1ADevefopment Review Boa rd\Findings_Dec(sions1201Oft 11rock_SD1007_ffd.doe #SD-10-07 Access to the subdivision is proposed via Quarry Hill Road, which is currently privately owned and maintained. Quarry Hill Road is approved as a future city street and will extend from Spear Street to East Terrace, with the latter portion limited to emergency access only and regulated through signage. Access to the proposed buildings is via a 25 foot wide access drive from Quarry Hill Road. A 25 foot wide service drive is also proposed via Quarry Hill Road. The Board finds this to be sufficient and preliminary conversations with the Fire Chief have indicated that the layout is acceptable. The applicant submitted a traffic impact study performed by Wilbur Smith Associates in October, 2003 with the original subdivision, of which the subject property was part of. This traffic study analyzes the traffic impacts of 281 units, which is the maximum number of units allowed under the density requirement of the Land Development Regulations for the entire property. Fuss & O'Neill Inc. was contracted to perform technical review of the traffic impact study for the City. The traffic mitigation measures for the entire property were established during previous approvals (condition #9, application #SD-04-26). This condition shall remain in effect. The applicant has submitted a traffic impact report dated November 4, 2009 from Lamoureux & Dickinson Consulting Engineers which indicates that the proposed assisted living facility will add 26 pm peak hour trip ends to the previously approved 155 pm peak hour trip ends. The applicant has addressed whether this will have any impact on the existing mitigation requirements. The Development Review Board previously invoked a technical review of this traffic study. The City's consultant reviewed the plans and the traffic study, and responded in a memo dated January 21 and February 3, 2010 from BFJ traffic engineer Georges Jacquemart, The City's consultant finds the applicant's January 29, 2010 findings and conclusions acceptable. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. - Although the planned unit development as a whole contains various wetlands, it does not a pear tha e o propose or evelopm"— contains any wetlands. I he applicant verifie this in a letter dated February 16, 2010 from wetlands expert Brian Trembeck of Lamoureux and Dickenson. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning districts) in which it is located. - According to Section 4.05 of the South Burlington Land Development Regulations, the purpose of the R12 District is to encourage high -density residential use and planned unit developments shall be required. 1ADevelop►ment Review Boa rMindings_Decisions=10Vbtillrock_SD1007_ffd.doc #SD-10-07 This project conforms to the planned development patterns in the area and the stated purpose of the R12 District. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The open space areas have been planned in accordance with the original subdivision of the Planned Unit Development. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The South Burlington Fire Chief reviewed the proposed plans, and provided comments in a memo dated April 6, 2010. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The previously -approved public road will serve the proposed development. A sidewalk was previously -approved along the easterly side of the roadway. In addition, a 20' wide recreation path easement has been established along the southerly and easterly property boundary, connecting the Horizon Heights condominiums to the subject property. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The location and height of all proposed exterior lighting, as submitted, are acceptable. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). The proposed project is consistent with South Burlington's Comprehensive Plan and Land Development Regulations. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations, any PUD shall require site Plan approval. Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications; The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. M, 1ADevelopment Review BoardlFindings_Decisions120101builrock_SD1007_ffd.doc #1SD-10-07 The proposed project accomplishes a desirable transition from structure to site and from structure to structure. Staff previously had some concerns about safe pedestrian movement through the parking lot. The applicant has addressed these concerns with sidewalks which servethe entrance to the building from both the street and the parking area, as well as improvements to the parking area which facilitate movement through the access aisles. There is also a break in the center island and a striped safe crosswalk area. According to Table 13-1 of the South Burlington Land Development Regulations, the proposed 100-unit congregate care facility will require 60 parking spaces (0.6 parking spaces per dwelling unit). The applicant is proposing to provide 60 parking spaces on site. According to Table 13-7 of the South Burlington Land Development Regulations, the proposed project will require three (3) handicapped -accessible parking spaces; four are currently depicted on the plans. Parking: (a) Parking shall be located to the rear or sides of buildings. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act, (ii) The parking area will serve a single or two-family home, (ifi) The lot has unique site conditions such as a utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street; (iv) The lot contains one or more existing buildings that are to be re -used and parking needs cannot be accommodated to the rear and sides of the existing building(s); or, (v) The principal use of the lot is for public recreation. (c) Where more than one building exists or is proposed on a lot, the total width of all proposed parking areas that are both to the side of a building and between the front lot line and the building line of the building on the lot that is closest to the public street shall not exceed one-half of the total building width of all buildings on the lot that are located adjacent to the public street. Buildings separated from the front lot line by parking approved pursuant to 14.06(C)(2)(b) shall be considered adjacent to the public street. Buildings separated from the front lot line by any other parking areas shall not be considered-ddjarcent-to-thupublrc-st — (d) The DRB shall require that the majority of the parking on through lots and corner lots be located between the building(s) and the side yards or between the building and the front yard adjacent to the public street with the highest average daily volume of traffic. Where the rear yard of a lot abuts an Interstate or its interchanges, the majority of parking shall be located between the building and the side yards or between the building and the yard that is adjacent to the Interstate. The subject property is considered a corner lot. Subject to section (d) above, the DRB may allow parking between the building and the public street provided that the parking be located between the building and side yards. The parking on this lot is proposed to be what the Board has deemed a side yard and therefore in compliance with this regulation. 1ADevelopment Review Boa rdlFindings_Decisions120101bullrock_SD1007_ffd.doc #SD-10-07 Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. As already stated, the applicant has not requested a height wavier as part of this application. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted typical building elevations for multiple sides of the proposed buildings. The Board has reviewed these for consistence with this criterion and found them acceptable. Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant has submitted typical building elevations for the proposed buildings. The Board has reviewed these for consistence with this criterion and found them acceptable. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: The reservation of land maybe required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other1rurposes, yr to improve general access and circulation in the area. — -J The proposed project is part of a larger residential planned unit development. It is not necessary to require any specific access easements at this time. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shalt -be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. 6 h0evelopment Review Boa rdTindings_Decisions120101Bullrock_SD1007_ffd.doc #SD-10-07 All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). All dumpsters and solid waste facilities shall be accessible, secure, and screened to the satisfaction of the Development Review Board. A screened dumpster is shown on the plans. Landscaping and Screening Requirements Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking areas with twenty (28) or more parking spaces, at least ten percent (10%) of the interior of the parking area shall be landscaped with trees, shrubs, and other plants. At least one (1) major deciduous shade tree, whose caliper is equal to or greater than two and one-half (2.5) inches when measures six (6) inches above ground at the time of planting, shall be provided for every five (5) parking spaces. The applicant has submitted a landscaping plan in accordance with Sections 13.06(F) and 13.06(G) of the Land Development Regulations. The City Arborist has reviewed the plans and provided comments in a memo dated April 16. The minimum landscaping requirement, based on building costs, is $142,600, which is being met Pursuant to Section 13.06(8) of the South Burlington Land Development Regulations, adequate snow storage areas and a bicycle rack are shown. DECISION L Motion by G CC-, OUIM6Z , seconded by to approve Final Plat Application SD-10-07 of the Bullrock Corporation, sublect to the following conditions: 1. All previous approvals and stipulations shall remain in full effect except as amended herein. 2. This proiect shall be completed as shown on the plat submitted by the applicant and on file in the South Burlington Department of Planning and Zoning. 3. The size of the elevators in the proposed buildings shall be sufficient to hold a stretcher. 4. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. 5. The applicant shall adhere to the comments of the South Burlington City Arborist per the memo dated April 16, 2010. 6. The applicant shall adhere to the comments of the South Burlington Water Department in a letter dated April 16, 2009. -. 7 [:\Development Review Board\Findings_Decisions120101bullrock_SD1007_ffd.doc #SD-10-07 7. Occupancy shall not take place in the proposed building until the applicant has obtained final water allocation approval from the South Burlington Water Department, 8. The applicant shall obtain final wastewater allocation prior to issuance of a zoning permit. 9. The applicant shall adhere to the comments of the South Burlington Public Works Director/City Engineer per the memo dated April 1, 2010, 10. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. 11. The applicant shall obtain a zoning permit within six (6) months pursuant to Section 17.04 of the Land Development Regulations or this approval is null and void. 12. The applicant shall adhere to the comments of the Fire Chief dated 4/6/2010. 13. All new exterior lighting shall consist of downcasting, shielded fixtures. Any change to approved lights shall require approval of the Administrative Officer prior to installation. 14. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the proposed building will generate 26 additional vehicle trip ends during the P.M. peak hour. 15. Prior to permit issuance, the applicant shall post a $142,500 landscaping bond. This bond shall remain in full effect for three (3) years to assure that the landscaping has taken root and has a good chance of survival. 16. The applicant shall obtain a Certificate of Occupancy from the Administrative Officer prior to occupancy of the building. 17. Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. he"final p—lai ptan-(shee o } shal elerrecordedhnlheTa—ndrecor s wl hin 18U— - days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. Prior to recording the final plat plan, the applicant shall submit a copy of the survey plat in digital format. The format of the digital information shall require approval of the South Burlington GIS Coordinator. Mark Behr —'nay/abstain/not present Matthew Birmingha -- yealnay/abstain4igresen John Dinklage /nay/abstain/not present Roger Farley -- ea ay/abstain/not resent Eric Knudsen — yea/nay/abstai not presen Gayle Quimby — ea nay/abstain no present [ADevelopment Review Boa rdTindings_Decisions120101bullrock_SD1007_ffd.doc #SD-10-07 Bill Stuono ye nay/abstain/not present Motion carried by a vote of Signed this day of 2010, by John Dink age, Chairman Please note: You have the right to appeal this decision to the Vermont Environmental Court, pursuant to 24 VSA 4471 and VRECP 5 in writing, within 30 days of the date this decision is issued. The fee is $225.00. If you fail to appeal this decision, your right to challenge this decision at some future time may be lost because you waited too long. You will be bound by the decision, pursuant to 24 VSA 4472 (d) (exclusivity of remedy; finality). 9 [ADeveiopment Review 8oard\Findings_DecisionsM1 Oft1frock_SD1007_Kd.doc Eric M. Knudsen Langrock Sperry & Wool, LLP P.O. Box 721 Burlington, VT 05402-0721 Re: Bullrock Corporation, 250 Quarry Hill Road, Final Plat # SD-10-07 Dear Mr. Knudsen: Please be advised that the South Burlington Development Review Board at their meeting held on October 19, 2010 approved your request for a one (1) year extension to the expiration date of the site plan approval portion of the above referenced PUD dated April 20, 2010. Your client, Bullrock Corporation, has until October 20, 2011 in which to apply for a zoning permit to construct the approved assisted living facility. Should you have any questions regarding this matter, please feel free to contact me. W I Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846,4101 www.sburi.com #SP-11-51 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING QUARRY HILL SENIOR LIVING, LLC SITE PLAN APPLICATION #SP-11-51 FINDINGS OF FACT AND DECISION EXHIBIT a t� Quarry Hill Senior Living, LLC, hereafter referred to as the applicant, is seeking site plan approval to construct a 100 unit assisted living facility, 250 Quarry Hill Road. Based on the plans and materials contained in the document file for this application, the Administrative Officer finds, concludes, and decides the following: FINDINGS OF FACT 1. The Applicant is seeking site plan approval to construct a 100 unit assisted living facility, 250 Quarry Hill Road. 2. The application was received on October 20, 2011. 3. This application is being reviewed by the Administrative Officer for approval pursuant to Section 14.09 (B) (2) of the So. Burlington Land Development Regulations (SBLDRs). The previous approval was #SD-10-07 within which the site plan review portion of the decision expired on October 20, 2011 and the subject application was submitted within six (6) months of this expiration. No changes to the previously approved plans are proposed. 4. The owner of record of the subject property is Quarry Hill Senior Living, LLC. 5. The subject property is located in the R 12 Zoning District. 6. The plans submitted consist of a seven (7) page set of plans, page one (1) entitled, "Lodge at Quarry Hill Assisted Living Facility 250 Quarry Hill Road South Burlington, VT", prepared by Lamoureux & Dickinson Consulting Engineers, Inc. dated November 2009, last revised on April 09, 2010. Zoning District & Dimensional Requirements No changes proposed. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations any PUD shall require site plan approval Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: FAUSERS1Planning & ZoninglDevelopment Review BoardTIndings_Dedslons120111SP_11 51_250Qua rryHillSeniorLiving_ffd.doo #SP-11-51 The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The proposed project accomplishes a desirable transition from structure to site and from structure to structure. There previously were some concerns about safe pedestrian movement through the parking lot. The applicant has addressed these concerns with sidewalks which serve the entrance to the building from both the street and the parking area, as well as improvements to the parking area which facilitate movement through the access aisles. There is also a break in the center island and a striped safe crosswalk area. According to Table 13-1 of the South Burlington Land Development Regulations, the proposed 100-unit congregate care facility will require 60 parking spaces (0.6 parking spaces per dwelling unit). The applicant is proposing to provide 60 parking spaces on site. According to Table 13-7 of the South Burlington Land Development Regulations, the proposed project will require three (3) handicapped -accessible parking spaces; four are currently depicted on the plans. Parking: (a) Parking shall be located to the rear or sides of buildings (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met The Board shall approve only the minimum necessary to overcome the conditions below. (/) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; (ii) The parking area will serve a single or two-family home; (/l/) The lot has unique site conditions such as a utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street; (iv) The lot contains one or more existing buildings that are to be re -used and parking needs cannot be accommodated to the rear and sides of the existing bu/ld/ng(s); or, (v) The principal use of the lot is for public recreation. (c) Where more than one building exists or is proposed on a lot the total width of all proposed parking areas that are both to the side of a building and between the front lot line and the building line of the building on the lot that is closest to the public street shall not exceed one-half of the total building width of all buildings on the lot that are located adjacent to the public street. Buildings separated from the front lot line by parking approved pursuant to 14.06(C)(2)(b) shall be considered adjacent to the public street Buildings separated from the front lot line by any other parking areas shall not be considered adjacent to the public street. (d) The DRB shall require that the majority of the parking on through lots and corner lots be located between the buildings) and the side yards or between the building and 2 FAUSERMPlanning & ZoninglDevelopment Review Boa rffindings_Declsions120111SP_11_51_250QuarryHIII SenforLiving_Hd.doc #SP-11-51 the front yard adjacent to the public street with the highest average daily volume of traffic. Where the rear yard of a lot abuts an Interstate or its interchanges, the majority of parking shall be located between the building and the side yards or between the building and the yard that is adjacent to the Interstate. The subject property is considered a corner lot. Subject to section (d) above, the DRB may allow parking between the building and the public street provided that the parking is located between the building and side yards. The parking on this lot is proposed to be what the Board has deemed a side yard and therefore in compliance with this regulation. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings, As already stated, the applicant has not requested a height wavier as part of this application. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles The applicant submitted typical building elevations for multiple s/des of the proposed buildings The Board reviewed these for consistence with this criterion and found them acceptable. Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that ha ve a visual relationship to the proposed structures, The applicant submitted typical building elevations for the proposed buildings The Board reviewed these for consistence with this criterion and found them acceptable. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: The reservation of land maybe required on any lot for pro vision of access to abutting properties whenever such access is deemed necessary to reduce curb FAUSERS1PIanning & Zoning0evelopment Review Boa rd\Findings_Declsions1201 1\SP_11_51_250QuarryfilllSeniorLlving_Hd.doc #SP-11-51 cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to impro ve general access and circulation in the area. The proposed project is part of a larger residential planned unit development. It is not necessary to require any specific access easements at this time. Electric, telephone and other wine -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). All dumpsters and solid waste facilities shall be accessible, secure, and screened to the satisfaction of the Development Review Board. A screened dumpster is shown on the plans. Landscaping and Screening Requirements Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking areas with twenty (28) or more parking spaces, at least ten percent (10%) of the interior of the parking area shall be landscaped with trees, shrubs, and other plants. At least one (1) major deciduous shade tree, whose caliper is equal to or greater than two and one-half (2.5) inches when measures six (6) inches above ground at the time of planting, shall be provided for every five (5) parking spaces. The applicant has submitted a landscaping plan in accordance with Sections 13.06(F) and 13.06(G) of the Land Development Regulations, The City Arborist has reviewed the plans and provided comments in a memo dated April 16. The minimum landscaping requirement, based on building costs, is $142,500, which is being met Pursuant to Section 13.06(B) of the South Burlington Land Development Regulations, adequate snow storage areas and a bicycle rack are shown. 4 FAUSERSTIanning & Zoning\Development Review Board\Findings_Dedsions\2011\SP_1 i_ 51_250QvarryHillSeniorLiving_ffd.doo #SP-11-51 DECISION Based on the above Findings of Fact, the Administrative Officer hereby approves site plan application #SP-11-51 of Quarry Hill Senior Living, LLC to construct a 100 unit assisted living facility, 250 Quarry Hill Road. 1. All previous approvals and stipulations shall remain in full effect except as amended herein. 2. This project shall be completed as shown on the plat submitted by the applicant and on file in the South Burlington Department of Planning and Zoning. 3. The size of the elevators in the proposed buildings shall be sufficient to hold a stretcher. 4. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. 5. The applicant shall adhere to the comments of the South Burlington City Arborist per the memo dated April 16, 2010. 6. The applicant shall adhere to the comments of the South Burlington Water Department in a letter dated April 16, 2009. 7. Occupancy shall not take place in the proposed building until the applicant has obtained final water allocation approval from the South Burlington Water Department, 8. The applicant shall obtain final wastewater allocation prior to issuance of a zoning permit. 9. The applicant shall adhere to the comments of the South Burlington Public Works Director/City Engineer per the memo dated April 1, 2010. 10. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. 11. The applicant shall.obtain a zoning permit within six (6) months pursuant to Section 17.04 of the Land Development Regulations or this approval is null and void. 12. The applicant shall adhere to the comments of the Fire Chief dated 4/6/2010. 13. All new exterior lighting shall consist of downcasting, shielded fixtures. Any change to approved lights shall require approval of the Administrative Officer prior to installation. 5 FAUSERSTIanning & ZoninglDevelopmenl Review Boa rfflndIngs_Decisions120111SP_11_51_250QuarryHillSeniorLiving_ffd.doo #S P-11-51 14. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the proposed building will generate 26 additional vehicle trip ends during the P.M. peak hour. 15. Prior to permit issuance, the applicant shall post a $142,500 landscaping bond. This bond shall remain in full effect for three (3) years to assure that the landscaping has taken root and has a good chance of survival. 16. The applicant shall obtain a zoning permit within six (6) months pursuant to Section 17.04 of the Land Development Regulations or this approval is null and void. 17. The applicant shall obtain a Certificate of Occupancy from the Administrative Officer prior to occupancy of the building. 18. Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. Signed this I 4_�.day of 19C V� 2011, by Raymond J. Belair Administrative Officer PLEASE NOTE: Pursuant to 24 VSA §4465, an interested person may appeal this decision by filing a Notice of Appeal with the secretary of the Development Review Board. This Notice of Appeal must be accompanied with a $233 filing fee and be filed within 15 days of the date of this decision. The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call 802.879.5676 to speak with the regional Permit Specialist. 6 FAUSERS"anning ri< ZoninglDevelopment Review Boa rd\Findings_Decisions\2011\SP_11_51_250QuarryHillSeniorLlving_ffd.doc ARTICLE 14 SITE PLAN and CONDITIONAL USE REVIEW' 1.4-10 14.08 Integration of Procedures A. General. There may be applications where the particular circumstances of a proposed development require compliance with other procedures in these regulations, such as conditional use permit review. In such cases, the Development Review Board shall integrate site plan review as required by this article with the other procedural and/or submission requirements. Such integration of procedures may require, upon mutual written consent of the Development Review Board and the applicant, reasonable modification of the time schedules otherwise stated in this article or in said related regulations or requirements. 14.og Administrative Review A. Authority. The Department of Planning and Zoning is hereby authorized to conduct administrative review and approval of site plan applications for principal permitted uses and conditional uses, as provided below. B. Determination of Eligibility. All determinations of eligibility for administrative review are subject to the discretion of the Director of Planning and Zoning. The Administrative Officer shall not approve administrative amendments to master plans, subdivisions, or variances.. The Administrative Officer may review, approve, approve with conditions, or deny administrative amendments to site plans involving a principal permitted use, site plans involving an approved conditional use, and site plans of planned unit developments, if the proposed amendment meets one or more of the following criteria: (t) Relocation of site improvements and/or accessory structures that have been previously approved, provided that such relocations do not alter the approved coverage for the site. (2) Re -approval of plans if a permit issued by the Development Review Board has expired within the preceding six months and no changes or alterations of any kind are proposed, including those outlined in (4) below. (3) Approval of plans showing as -built adjustments beyond standard field adjustments, provided that such adjustments do not require the amendment of any condition of approval in the most recent findings of fact. (4) Minor alterations to an approved landscaping plan such as substitution of appropriate similar species or landscaping or hardscaping materials, provided that the total value of landscaping proposed in the amended plan is equal to or exceeds the amount approved by the Development Review Board. (5) An increase in building area and/or impervious coverage totaling less than five thousand (5,000) square feet or three percent (3%) of the overall site coverage, whichever is smaller. Applicants are advised that the cumulative total increase in building area and/or site coverage cumulatively permitted through all administrative amendments on any one lot shall not exceed five thousand (5,000) square feet or three percent (3%) of the overall site coverage, whichever is smaller. Development Review Board approval shall be required for any amendment exceeding these limits. (6) All coverage and other limitations pursuant to these regulations shall apply in determining whether an administrative amendment shall be approved. South Burlington Land Development Regulations Effective May 7, 2012 NOTICE OF APPEAL NOW COMES, Quarry Hill Senior Living, LLC, by and through its attorneys, Langrock Sperry & Wool, LLP, and hereby gives notice of appeal to the Development Review Board of the decision of the Administrative Officer dated September 4, 2012 (a copy of which is attached hereto). The address of the appellant is 145 Pine Haven Shores Road, Suite 1150, Shelburne, VT 05482. The appeal is taken with respect to property located at 250 Quarry Hill Road, South Burlington. The regulatory provisions applicable to the appeal are Section 14.09 of the Land Development Regulations. Appellant requests that the Development Review Board overturn the decision of the Administrative Officer and determine that the application submitted by appellant was approved by operation of law pursuant to 24 V.S.A. § 4448(d) on the basis that a complete application was submitted by appellant on or about April 18, 2012 and the Administrative Officer failed to act within thirty (30) days of said application. DATED at Burlington, Vermont this 14th day of September, 2012, LANGROCK SPERRY & WOOL, LLP Eric M. Knudsen P.O. Box 721, 210 College Street Burlington, VT 05402 (802) 864-0217 eknudsen@langrock, com Attorneys for Appellant Quarry Hill Senior Living, LLC .-ANGKOCK SPER}tY 11 & WOOL I -LP 581395.1 $out..,.. Ington PiAN I. z 0 W1 N a �,� �� Application Mo (0!fleo wo Ay) NOTICE 0 1 F ApkAL All information requested below most 4ocompleted ift-full. Vailoroto.pt 'idq th6 requested information 9v oji.this notice will result In rejection of your apjilldation and delay in the review of the appeal before the .1 upders(4nd: • the -proontatl6n procedures required by.St4te Law (Section 4468 of the Planning & Development Act);. t g§ or 4ng-on my 't--wlegal odvqrfigeine.�jit Must 'a ffiln'ii-n�M,6fftfio ('15) days. prior the bea .0 1 a0ep to. pay, the, reqW. fed fee to offset th"'ost of tho hearliig-oa- iffy 40poaL. 1)- NAMID ANO ADDIRVAS `0N' APPM. LANTMt- Quaxry HH1 Senlor Livingi LLC, 145 Plne-Hauen Sh(J)res Road, Suite 11-50, Shelburne, VT 0.482. $01?,k PULLANT"i eknWieli lah rook.0fti A ISSUE IN THfS "PEAL, &v DIMRIPT104WOF PROM TY AT d 11 oltce Mp '01, P 3) VRAT AOTION OF! T% ADMIM STRATWE 00-ICIP1t-A.RE YOU APPEALING? J. 0.1'"A' T."'PRO"STOIVS :Oy'l* tAlNb"jk VNLO?�UNT -Rt 00,'WT' IONS AVE XPP-LICADLO TO THISAPPUAL, jF ANV: of-Appedl.: L ffeo` attached fttiee of Appeal. $75 Dorset $ Net South Burlinoton, VT 95403 t . ol 802.844:4106 Wf 802.84d"4101 WVY4i.sb01.com 0 t b) WHY DO YOlU B91J EW, THAT ME RELIEF REQUESTED YN NUMBER 5, ABOW, fS )' tOP f UNDER TIM QIRC'Ui'V.tSTANCES? See. agacheallollce gfAppeal.' WoUp NOTIFICATION.-OfADJO."NQ MOPROPY O'VtFI1 Dt R_$; N9tific4lon of gdjoi�ing pr6perty .aysiA rsr accorak* - + It414 .Y;S:A d4dA(a) lid Swot on 1� OG } of tiro Lat�►d I �,vg pm�nt R$ }�tatiQtts, t }fit 4p6nsibi�tly bFt o a j�eit iit: �tRef:dom 0 "SroiffuhG >Rit u4�rGriilmphgg�rPg� d Cpt If §tlo�nta, :ti ttce" n, s ri?p16 er tfteatd o e} v.1G ;.'I he wb n 04110op of bervio0 Ai ft.be.retili• w 19 tiie:0. 4 . . :... . -' prior to•t�i� stariQi��r<y pubtic.:• • I'hereia ci i t t}t 1 tlib:inf�r ri' lion {guested as " rt (this aotict of a veal liar bean:submitted .. fx . ti,.. s Q.. .1}. i cauratd,to. th8 bast ot':�1i 1r ,Aoyvigdge. I NT. :'rl'AeiiE. 1 -Tv ' .. - • • :bd�ugi� fY�iE8�ie1dW•t.•is�7iq . •DAT�.O� SUDMISSfON; • � - I havvp revlevvscl thts-application and find -it to-W. A - , -tst�ativo o. 'to. • " • The rzppiacant-or peril itee '> etaj#r dh .dlillpatlo . t4 /AfQhtlfy, apply far,; r ct abtr lri rete.v ant sttrte permits ja'r ails prpJe'ct. Coll:(�0 } 9Q=s6�6 to -speak wit i. the r eglpna7:P r tlt 5veatpltst: . 2 • pppa9lFbmi. Rev.12-?bt 1 t8;''Lb'1'2�: r Wthr.o �iefpa�ieriit. 6fli' : "'��t�iet 'P�i�er ONT -emental ie for Tax i District, ington Vermont Eco- i (VEPC) will to begin con - on submitted ington to utl- nunicipal and avenues to fl- nfrastructure operty devel- Increment Fi- !stablished by on on August -to comment this applica- made: In per- m from 11:30 ill, 575 Dorset 3se arrive be- 10 a.m, to Sig ng a writte !r 16, 2012: 4G TY COUNCIL Interim zoning'appiication #12-12-14 of Pizzagaili Properties, LLC for a planned unit development consisting of: 1) raz- ing an existing 48 room motel (Liberty Inn & Suites) consisting,of three (3) buildings on two (2) parcels, 2) con- structing a 3-story 32,000 sq. ft. gen- eral office building on the northerly parcel, and 3) constructing a 133 park- ing space lot on the southerly parcel, 462 Shelburne Road. Rosanne Greco, Chair South Burlington City Council Copies of the applications are available for public inspection at the South Burlington City Hall, Participation In the local proceeding is a prerequisite to the right to take any subsequent ap- peal. October 18, 2012 PUBLIC HEARING SOUTH BURLiNGTON DEVELOPMENT REVIEW BOARD n The South Burlington Development n Review Board will hold a public hear- ing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Novem- ber 6, 2012 at 7:00 P.M. to consider the following: y Council will n the South =_rence Room, h Burlington, 2012 at 6:0d )wing: i HIZ-12-13 of I a previously development q. ft. building ft. of general welling units, :ached acces- eneral office -isists of con - detached ac- (2) dwelling iccessory use, Appeal #AO-12-03 of Quarry Hill Senior Living, LLC appealing the decision of the Administrative Officer to deny site plan application #SP-12-41 to amend a previously approved plan for a 100 unit assisted living facility, 250'Quarry Hill Road. _ Preliminary & final plat application #SD-12-23 of Dorset Street Associates, LLC to amend a previously approved planned unit development consisting of: 1) 59 single family lots, and 2) 90 single family dwellings. The amend- ment consists of relocating 12 dwell- ing units, 1530 Dorset Street. Final plat application #SO-12-24 of South Burlington Realty, LLC to amend a previously approved planned unit development to: 1) raze an existing building, and 2) construct a 1,400 sq..ft. general office building. The 'amend- ment consists of widening the access drive, 2004 Williston Road Mark Behr, Chairman South Burlington Development Re- view Board Copies of the applications are available for public inspection at the South Burlington City Hall. Participation in the local.proceeding is a prerequisite to the right to take any subsequent ap- peal. October 18, 2012 - Burlington with her husband, Bill. "We are truly lucky to have Karen Whitby join us here at Keller Wil- liams Green Mountain Properties," says team leader Brian Armstrong. "Keller Williams Realty offers its associates unparalleled career growth and learning opportunities hi the real estate indus- try. We know that Karen will be a great fit and we are excited that she has chosen our office to hang her license." "I chose Keller Williams Realty because of its reputation for integ- rity and Its Agent -centric business model," says Karen. "I want to continue to grow my real estate business and assist my clients uti- lizing all resources possible. Keller Williams Realty provides the training and technology that will help me reach my goals." SOURCE: KELLER WILLL ms GREEN MOUNTAIN PROPERTIES JClassified;. TAG SALE searching for the fol on Facebook: So. Bu GARAGE SALE: Saturday, October School Class of '02 20,'8 a.m.-2 p.m. and Sunday, Oc- union. (10/11) tuber 21, 10 a.m.-2 p.m:. 29 Floral Street; SB (Dorset Farms develop- BABY ITEMS: In nec ment)., Furniture, lamps, rugs, Ingbaby items from kitchen and household items,holi- smoking home. 1) 1 day decorations, knick-knacks, by -side stroller, 2 Legos, toys, estate=type treasures, Plays, 3) Full size cr working washer/dryer set. sides (not fold d Contact j1depalm@1 GARAGE SALE: Saturday, October 999-5971 If you haN 20, 8 a.m.-3 p.m., Dorset Park, 9 above items thatyou Lupine Lane. Baby and toddler in selling. (10/11) items, Household & mise. LOST CAT. MISSING: We live in Mayfair Park:and`our gray cat has been missing for a couple of weeks. Male, short -haired, 9 years old, all gray with patches of white under Ws neck and belly, green eyes and very vocal. He is most distin- guished by his half tail. Contact us at 951-1946 or a -mail jpk-vt@yahoo.com with informa- tion. (10118) FOUND WHITE. IPOD: We found a white !Pod, Bgb with a cracked screen near the soccer fields at Dorset park on October 1st. Call or email with the access code to verify. Derek.poirier@comcast.net or 355- 6751. (10/11) WANTED SEEKING MEMBERS OF THE CLASS OF 2002: South Burlington High School's Class of '02 10-Year Reunion will be held on Friday, No- vember 23, 2012 from 7:30-10:30 at Red Square in Burlington.Ti'he event will be $5'eash a the door. Due to limited space at the venue, only QnT-Tc ram).:,... _rnnnn CHAMPLAIN VALLF CERTIFICATE. Som( Grange members ii Have one you woul( Call me at 497-0865 (. FREE National Geographi dated 1965 to 1971 ( tinuously. Plus 6 m( sues dated 2011 & 21 (10118) FOR SAL CLARINET: Used Buf sale. Pads are excell case, cork grease, cloth. Just appraise( Music, worth $300+. offer. 862-3531(1011 COSTUMES: Disney Wonderland Costtn Disney Store Micke; tume with hood -ea: teen tails XXS. $20; lv costume with ear I 6X. $20; DisneyXS B,. costume with light u Disney Jasmine cos 8. $20; Rubies Spa) dress. 7-8. $30; Leg Corn witch costum( s®ut batri-:iQ€;.Ct.li PLANNING & ZONING MEMORANDUM To: Development Review Board From: Raymond J. Belair, Administrative Officer Date: January 2, 2013 Re: Appeal #AO-12-03 Appeal #AO-12-03 of Quarry Hill Senior Living, LLC appealing the decision of the Administrative Officer to deny site plan application #SP-12-41 to amend a previously approved plan for a 100 unit assisted living facility, 250 Quarry Hill Road. Attached is a copy of the administrative site plan decision which is the subject of this appeal and the documents referenced in the decision and other related documents. The following is a list of these documents: 1. Administrative site plan decision #SP-12-41 (exhibit A) 2. The Development Review Board's initial decision #SD-10-07 dated April 20, 2010 (exhibit B) 3. One (1) year extension letter dated October 20, 2010 (exhibit C) 4. Administrative site plan approval #SP-11-51 dated October 27, 2011 (exhibit D) 5. Section 14.09 (B) of the Land Development Regulations (exhibit E) 6. Notice of Appeal filed by the appellant (exhibit F) 7. Public Hearing Notice published in the Other Paper on October 18, 2012 (exhibit G) 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com #SP-12-41 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING QUARRY HILL SENIOR LIVING, LLC — 250 QUARRY HILL ROAD SITE PLAN APPLICATION #SP-12-41 FINDINGS OF FACT AND DECISION Quarry Hill Senior Living, LLC, hereinafter referred to as the applicant, seeks to amend a previously approved plan for a 100-unit assisted living facility. The amendment consists of site modifications, 250 Quarry Hill Road, Based on the plans and materials contained in the document file for this application, the Administrative Officer finds, concludes, and decides the following; FINDINGS OF FACT 1. The applicant seeks to amend a previously approved plan for a 100-unit assisted living facility. The amendment consists of site modifications, 250 Quarry Hill Road. 2. The owner of record of the subject property is Quarry Hill Senior Living, LLC. 3. The subject property is located in the Residential 12 Zoning District, 4. The application was deemed complete on August 6, 2012. 5. The plans submitted consists of a two (2) page set of plans, page one (1) entitled "Lodge at Quarry Hill Assisted Living Facility 250 Quarry Hill Road South Burlington, VT", prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated April 16, 2012, and last revised on 7/13/12. 6. The DRB Issued final plat approval, which included site plan approval, on 4/20/10 for a 100- unit assisted living facility with the condition that the applicants obtain a zoning permit within 6 months pursuant to Section 17.04 of the Land Development Regulations or the approval is null and void. 7. The applicant applied for and on October 19, 2010, the DRB granted a one (1) year extension of the permit requirement such that applicant had until 10/20/11 to obtain a permit. 8. On October 20, 2011, applicant applied for re -approval of the site plan pursuant to Section 14.09(B)(2) of the LDR, By written decision dated October 27, 2011, the Administrative Officer approved Site Plan application #SP-11-51 (admin site plan) subject -to the requirement that a zoning permit be obtained within 6 months, or no later than April 27, 2012. 9. No one obtained a zoning permit in connection with the subject site plan by April 27, 2012. -1- #SP-12-41 CONCLUSIONS OF LAW 1. Based on the above Findings of Fact and Condition 11 of the Administrative Officer's Findings of Fact and Decision dated October 27, 2011, approval of the subject site plan became null and void when the applicant failed to obtain a zoning permit by April 27, 2012. The South Burlington Land Development Regulations do not grant the Administrative Officer any authority to approve modifications to a site plan for which there is no valid approval under the Land Development Regulations. 2. Section 14.09 (B) (2) of the So. Burlington Land Development Regulations (LDRs) allows the Administrative Officer to re -approve a site plan `if a permit Issued by the DRe has expired within the preceding six months and no changes or alterations of any kind are proposed . . " (Emphasis added). Applicant already exercised this option when It applied for and the Administrative Officer re -approved on October 27, 2011, the subject site plan, application #SP-11-51. The Administrative Officer does not have the authority to reapprove a site plan if a permit issued by the Administrative Officer has expired within the preceding six months. 3. There Is no authority in the Land Development Regulations for the Administrative Officer to approve site plan application #SP-12-41. DECISION Based on the above Findings of Fact, the Administrative Officer hereby denies Site Plan Application #SP-12-41 for the following reason: 1. The Administrative Officer does not have the authority to either approve modifications to or reapprove the site plan for the 100-unit assisted living facility. Signed is 'n day of Se ber 2012 by �1 I/R aymond 1. Belair, Administrative Officer PLEASE (VOTE: Pursuant to 24 VSA §4465, an interested person may appeal this decision by filing a Notice of Appeal with the secretary of the Development Review Board. This Notice of Appeal must be accompanied with a $233 filing fee and be filed within 15 days of the date of this decision. The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call 802.879,5676 to speak with the regional Permit Specialist. -2- Bullrock Corporation, hereafter referred to as the applicant, is seeking final plat review to amend a previously approved planned unit development consisting of five (5) multi- family dwellings for a total of 160 units and a 40 unit congregate housing facility. The amendment consists of constructing a 100 unit assisted living facility, 250 Quarry Hill Road. The Development Review Board held public hearings on April 6 and April 20, 2010. Andy Thomas represented the applicant. Based on testimony provided at the above mentioned public hearing and the plans and supporting materials contained in the document file for this application, the Development Review Board finds, concludes, and decides the following: FINDINGS OF FACT 1. The applicant is seeking final plat review to amend a previously approved planned unit development consisting of five (5) multi -family dwellings for a total of 160 units and a 40 unit congregate housing facility. The amendment consists of constructing a 100 unit assisted living facility, 250 Quarry Hill Road, 2. The owner of record of the subject property is the Cupola Golf Course Inc. 3. The application was received on February 22, 2010. 4. The subject property is located in the R12 Zoning District. 5. The plan submitted consists of an eight (8) page set of plans, page one (1) entitled, "Quarry Hill Subdivision South Burlington Vermont Proposed Master Plan", prepared by --.- I Iewellyn=Howley ,- nc.,-dated 11/19/2-09-cL,-1ast-revise-,d--on-4/5/1�- -- Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 1'i2 Zonin6 District Required, _ Proposed_ -: 4 Min. Lot Size 3,500 SF 2.71 acres 4 Max. Density* 12 units/acre * q Max. Building Coverage 40% 23.5% q Max. Total Coverage 60% 48.8% q Min. Front Setback 30 ft. >30 ft. hDevelopment Review Boa rdWindings_Decisions12010\bulIrock_SDI007_ffd.doc #SD-10-07 Min. Side Setback 10 ft. >10 ft. Min. Rear Setback 30 ft. >30 ft. Max. Building Height 40 ft. 39'11" ft. zoning compliance assisted living facilities are not included in residential density calculations The application states that they are seeking approval for a pitched roof building that is 39'11" feet high. This does not require a height waiver. The entire Quarry Hill subdivision was approved as a planned unit development and therefore all development approved on any of the lots will be viewed as cumulative development on the 25.67 acre property. PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations PUDs shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13(B)(1) of the South Burlington Land Development Regulations, the existing public utility system shall be extended to provide the necessary quantity of water, at an acceptable pressure, to the proposed additional dwelling units... - The South Burlington Water Department reviewed the plans and provided comments in a letter dated April 16, 2010. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The South Burlington Public Works Director/City Engineer has indicated in an email dated 4/14/2010 that all plan changes he requested have been made. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. 2 (:\Development Review Boa rd\Findings_Declsions\2010\bUllrock sD1007_ffd.doe #SD-10-07 Access to the subdivision is proposed via Quarry Hill Road, which is currently privately owned and maintained. Quarry Hill Road is approved as a future city street and will extend from Spear Street to East Terrace, with the latter portion limited to emergency access only and regulated through signage. Access to the proposed buildings is via a 25 foot wide access drive from Quarry Hill Road. A 25 foot wide service drive is also proposed via Quarry Hill Road, The Board finds this to be sufficient and preliminary conversations with the Fire Chief have indicated that the layout is acceptable. The applicant submitted a traffic impact study performed by Wilbur Smith Associates in October, 2003 with the original subdivision, of which the subject property was part of. This traffic study analyzes the traffic impacts of 281 units, which is the maximum number of units allowed under the density requirement of the Land Development Regulations for the entire property. Fuss & O'Neill Inc. was contracted to perform technical review of the traffic impact study for the City. The traffic mitigation measures for the entire property were established during previous approvals (condition #9, application #SD-04-26). This condition shall remain in effect. The applicant has submitted a traffic impact report dated November 4, 2009 from Lamoureux & Dickinson Consulting Engineers which indicates that the proposed assisted living facility will add 26 pm peak hour trip ends to the previously approved 155 pm peak hour trip ends. The applicant has addressed whether this will have any impact on the existing mitigation requirements. The Development Review Board previously invoked a technical review of this traffic study. The City's consultant reviewed the plans and the traffic study, and responded in a memo dated January 21 and February 3, 2010 from BFJ traffic engineer Georges Jacquemart, The City's consultant finds the applicant's January 29, 2010 findings and conclusions acceptable. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. - Although the planned unit development as a whole contains various wetlands, it does not a pear tha tht lot proposed or evelopm—entcontams any wetla-i ds: Tfie app Ican verifie this in a letter dated February 16, 2010 from wetlands expert Brian Trembeck of Lamoureux and Dickenson. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. - According to Section 4.05 of the South Burlington Land Development Regulations, the purpose of the R12 District is to encourage high -density residential use and planned unit developments shall be required. I:1Development Review Boa rd\Findings_Decisions1201Oft Ilrock_SD1007_ffd.doc #SD-10-07 This project conforms to the planned development patterns in the area and the stated purpose of the R12 District. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The open space areas have been planned in accordance with the original subdivision of the Planned Unit Development, The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The South Burlington Fire Chief reviewed the proposed plans, and provided comments in a memo dated April 6, 2010. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed In a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The previously -approved public road will serve the proposed development. A sidewalk was previously -approved along the easterly side of the roadway. In addition, a 20' wide recreation path easement has been established along the southerly and easterly property boundary, connecting the Horizon Heights condominiums to the subject property, Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The location and height of all proposed exterior lighting, as submitted, are acceptable. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). The proposed project is consistent with South Burlington's Comprehensive Plan and Land Development Regulations. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations, any PUD shall require site plan approval Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards_ for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. 11 1ADevelopment Review Boa rd\Findings_Decisions12010\bullrock SD1007 ffd.doc #SD-10-07 The proposed project accomplishes a desirable transition from structure to site and from structure to structure. Staff previously had some concerns about safe pedestrian movement through the parking lot. The applicant has addressed these concerns with sidewalks which servethe entrance to the building from both the street and the parking area, as well as improvements to the parking area which facilitate movement through the access aisles. There is also a break in the center island and a striped safe crosswalk area. According to Table 13-1 of the South Burlington Land Development Regulations, the proposed 100-unit congregate care facility will require 60 parking spaces (0.6 parking spaces per dwelling unit). The applicant is proposing to provide 60 parking spaces on site. According to Table 13-7 of the South Burlington Land Development Regulations, the proposed project will require three (3) handicapped -accessible parking spaces; four are currently depicted on the plans. Parking: (a) Parking shall be located to the rear or sides of buildings. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act, (ii) The parking area will serve a single or two-family home; (iii) The lot has unique site conditions such as a utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street; (iv) The lot contains one or more existing buildings that are to be re -used and parking needs cannot be accommodated to the rear and sides of the existing building(s); or, (v) The principal use of the lot is for public recreation. (c) Where more than one building exists or is proposed on a lot, the total width of all proposed parking areas that are both to the side of a building and between the front lot line and the building line of the building on the lot that is closest to the public street shall not exceed one-half of the total building width of all buildings on the lot that are located adjacent to the public street. Buildings separated from the front lot line by parking approved pursuant to 14.06(C)(2)(b) shall be considered adjacent to the public street. Buildings separated from the front lot line by any other parking areas shall not be — O! sidered-adjacent-to-the pub-1rcWst . (d) The DRB shall require that the majority of the parking on through lots and corner lots be located between the building(s) and the side yards or between the building and the front yard adjacent to the public street with the highest average daily volume of traffic. Where the rear yard of a lot abuts an Interstate or its interchanges, the majority of parking shall be located between the building and the side yards or between the building and the yard that is adjacent to the Interstate. The subject property is considered a corner lot. Subject to section (d) above, the DRB may allow parking between the building and the public street provided that the parking be located between the building and side yards. The parking on this lot is proposed to be what the Board has deemed a side yard and therefore in compliance with this regulation. 1ADevelopment Review BoardlFindings_Decisions120101bullrock_SD1007_ffd.doc #SD-10-07 Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. As already stated, the applicant has not requested a height wavier as part of this application. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted typical building elevations for multiple sides of the proposed buildings. The Board has reviewed these for consistence with this criterion and found them acceptable. Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the Proposed structures. Again, the applicant has submitted typical building elevations for the proposed buildings. The Board has reviewed these for consistence with this criterion and found them acceptable. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or -othe ur oses -or-to im rove - >� p p Viral cce�nd circulation rn urea: - The proposed project is part of a larger residential planned unit development. It is not necessary to require any specific access easements at this time. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shalt -be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. G 1ADevefopment Review BoardlFiridings_Decisions120101bullrock_SD1007_Hd.doc #SD-10-07 All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). - All dumpsters and solid waste facilities shall be accessible, secure, and screened to the satisfaction of the Development Review Board. A screened dumpster is shown on the plans. Landscaping and Screening Requirements Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking areas with twenty (28) or more parking spaces, at least ten percent (10%) of the interior of the parking area shall be landscaped with trees, shrubs, and other plants. At least one (1) major deciduous shade tree, whose caliper is equal to or greater than two and one-half (2.5) inches when measures six (6) inches above ground at the time of planting, shall be provided for every five (5) parking spaces. The applicant has submitted a landscaping plan in accordance with Sections 13.06(F) and 13.06(G) of the Land Development Regulations. The City Arborist has reviewed the plans and provided comments in a memo dated April 16. The minimum landscaping requirement, based on building costs, is $142,500, which is being met Pursuant to Section 13.06(B) of the South Burlington Land Development Regulations, adequate snow storage areas and a bicycle rack are shown. DECISION L Motion by GAJCO, U M 5seconded by t - to approve Final Plat Application SD-10-07 of the Bullrock Corporation, sublect to the following conditions: 1. All previous approvals and stipulations shall remain in full effect except as amended herein. 2. This project shall be completed as shown on the plat submitted by the applicant and _ on file in the South Burlington Department of Planning and Zoning. 3. The size of the elevators in the proposed buildings shall be sufficient to hold a stretcher. 4. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. 5. The applicant shall adhere to the comments of the South Burlington City Arborist per the memo dated April 16, 2010. 6. The applicant shall adhere to the comments of the South Burlington Water Department in a letter dated April 16, 2009. -. 1ADevelopment Review BoardTindings_Decisions12010U11rock_SD1007_ffd.doc #SD-10-07 7. Occupancy shall not take place in the proposed building until the applicant has obtained final water allocation approval from the South Burlington Water Department. 8. The applicant shall obtain final wastewater allocation prior to issuance of a zoning permit. 9. The applicant shall adhere to the comments of the South Burlington Public Works Director/City Engineer per the memo dated April 1, 2010. 10. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. 11. The applicant shall obtain a zoning permit within six (6) months pursuant to Section 17.04 of the Land Development Regulations or this approval is null and void. 12. The applicant shall adhere to the comments of the Fire Chief dated 4/6/2010. 13. All new exterior lighting shall consist of downcasting, shielded fixtures. Any change to approved lights shall require approval of the Administrative Officer prior to installation. 14. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the proposed building will generate 26 additional vehicle trip ends during the P.M. peak hour. 15. Prior to permit issuance, the applicant shall post a $142,500 landscaping bond. This bond shall remain in full effect for three (3) years to assure that the landscaping has taken root and has a good chance of survival. 16. The applicant shall obtain a Certificate of Occupancy from the Administrative Officer prior to occupancy of the building. 17. Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. " he•fi" p is p�an-(sheet l of`6)shal ef-recorded to the Ian recor s wl hin 18U— days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. Prior to recording the final plat plan, the applicant shall submit a copy of the survey plat in digital format. The format of the digital information shall require approval of the South Burlington GIS Coordinator. Mark Behr —a'nay/abstain/not present Matthew Birmingha — yea/nay/abstain of resen John Dinklage /nay/abstain/not present Roger Farley — ea ay/abstain/not resent Eric Knudsen — yea/nay/abstai not pr .Sen Gayle Quimby —(!!,a nay/abstain no present 8 hDevelopment Review Boa rdTindings_Decisions120101bullrock_SD1007_Mcloc #SD-10-07 Bill Stuono ye nay/abstain/not present Motion carried by a vote of - D - o Signed this day of ' _ 2010, by f / John Dink age, Chairman Please note: You have the right to appeal this decision to the Vermont Environmental Court, pursuant to 24 VSA 4471 and VRECP 5 in writing, within 30 days of the date this decision is issued. The fee is $225.00. If you fail to appeal this decision, your right to challenge this decision at some future time may be lost because you waited too long. You will be bound by the decision, pursuant to 24 VSA 4472 (d) (exclusivity of remedy; finality). 9 1. I:1Development Review Boa rd\Findings_Decisions120101bullrock_SD1007_ffd.doc Eric M. Knudsen Langrock Sperry & Wool, LLP P.O. Box 721 Burlington, VT 05402-0721 Re: Bullrock Corporation, 250 Quarry Hill Road, Final Plat # SD-10-07 Dear Mr. Knudsen: Please be advised that the South Burlington Development Review Board at their meeting held on October 19, 2010 approved your request for a one (1) year extension to the expiration date of the site plan approval portion of the above referenced PUD dated April 20, 2010. Your client, Bullrock Corporation, has until October 20, 2011 In which to apply for a zoning permit to construct the approved assisted living facility. Should you have any questions regarding this matter, please feel free to contact me. W J. Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tat 802.846.4106 fax 802.846,4101 www.sburi.com #SP-11-51 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING QUARRY HILL SENIOR LIVING, LLC SITE PLAN APPLICATION #SP-11-51 FINDINGS OF FACT AND DECISION EXHIBIT e Quarry Hill Senior Living, LLC, hereafter referred to as the applicant, is seeking site plan approval to construct a 100 unit assisted living facility, 250 Quarry Hill Road. Based on the plans and materials contained in the document file for this application, the Administrative Officer finds, concludes, and decides the following: FINDINGS OF FACT 1. The Applicant is seeking site plan approval to construct a 100 unit assisted living facility, 250 Quarry Hill Road. 2. The application was received on October 20, 2011. 3. This application is being reviewed by the Administrative Officer for approval pursuant to Section 14.09 (B) (2) of the So. Burlington Land Development Regulations (SBLDRs). The previous approval was #SD-10-07 within which the site plan review portion of the decision expired on October 20, 2011 and the subject application was submitted within six (6) months of this expiration. No changes to the previously approved plans are proposed. 4. The owner of record of the subject property is Quarry Hill Senior Living, LLC. 5. The subject property is located in the R 12 Zoning District. 6. The plans submitted consist of a seven (7) page set of plans, page one (1) entitled, "Lodge at Quarry Hill Assisted Living Facility 250 Quarry Hill Road South Burlington, VT", prepared by Lamoureux & Dickinson Consulting Engineers, Inc. dated November 2009, last revised on April 09, 2010. Zoning District & Dimensional Requirements No changes proposed. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations, any PUD shall require site plan approval Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: FAUSERS"anning & Zoning\Developrnent Review BoardTindings_Decisions120111SP_11_51_250QuarryHillSeniorl.iving_ffd.doc #SP-11-51 The site shall he planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The proposed project accomplishes a desirable transition from structure to site and from structure to structure. There previously were some concerns about safe pedestrian movement through the parking lot. The applicant has addressed these concerns with sidewalks which serve the entrance to the building from both the street and the parking area, as well as improvements to the parking area which facilitate movement through the access aisles. There is also a break in the center island and a striped safe crosswalk area. According to Table 13-1 of the South Burlington Land Development Regulations, the proposed 100-unit congregate care facility will require 60 parking spaces (0.6 parking spaces per dwelling unit). The applicant is proposing to provide 60 parking spaces on site. According to Table 13-7 of the South Burlington Land Development Regulations, the proposed project will require three (3) handicapped -accessible parking spaces; four are currently depicted on the plans. Parking: (a) Parking shall be located to the rear or sides of buildings. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; (ii) The parking area will serve a single or two-family home; (iii) The lot has unique site conditions such as a utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street; (iv) The lot contains one or more existing buildings that are to be re -used and parking needs cannot be accommodated to the rear and sides of the existing bullding(s); or, (v) The principal use of the lot is far public recreation. (c) Where more than one building exists or is proposed on a lot, the total width of all proposed parking areas that are both to the side of a building and between the front lot line and the building line of the building on the lot that is closest to the public street shall not exceed one-half of the total building width of all bulldings on the lot that are located adjacent to the public street Buildings separated from the front lot line by parking approved pursuant to 14.06(C)(2)(b) shall be considered adjacent to the public street, Bul/dings separated from the front lot line by any other parking areas shall not be considered adjacent to the public street (d) The DRB shall require that the majority of the parking on through lots and corner lots be located between the building(s) and the side yards or between the building and 2 FAUSEWPlanning & Zoning\Development Review Boarffindings_Decisions120111SP_11_51_250QuarryHIII Senfort.iving_Hd.doc #SP-11-51 the front yard adjacent to the public street with the highest average daily volume of traffic. Where the rear yard of a lot abuts an Interstate or its interchanges, the majority of parking shall be located between the building and the side yards or between the building and the yard that is adjacent to the Interstate. The subject property is considered a corner lot. Subject to section (d) above, the DRB may allow parking between the building and the public street provided that the parking is located between the building and side yards. The parking on this lot is proposed to be what the Board has deemed a side yard and therefore in compliance with this regulation. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings, As already stated, the applicant has not requested a height wavier as part of this application. Newly installed utility services and service modincations necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The DRB shall encourage the use ofa combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles The applicant submitted typical building elevations for multiple sides of the proposed buildings The Board reviewed these for consistence with this criterion and found them acceptable. Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures, The applicant submitted typical building elevations for the proposed buildings The Board reviewed these for consistence with this criterion and found them acceptable. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb 3 FAUSERS1Planning R ZoninglDevelopmenl Review Boa rd\Findings_D eclsions120111SP_11_51_250QuarryHillSeniorLiving_ffd.doc #SP-11-51 cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The proposed project is part of a larger residential planned unit development. It is not necessary to require any specific access easements at this time. Electric, telephone and other wine -served utility lines and service connections shall be underground. Any utility installations remaining abo ve ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. A/f dumpsters and other facilities to handle so/id waste, including compliance with any recycling or other requirlements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). All dumpsters and solid waste facilities shall be accessible, secure, and screened to the satisfaction of the Development Review Board. A screened dumpster is shown on the plans. Landscaping and Screening Requirements Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking areas with twenty (28) or more parking spaces, at least ten percent (10%) of the interior of the parking area shall be landscaped with trees, shrubs, and other plants. At least one (1) major deciduous shade tree, whose caliper is equal to or greater than two and one-half (2.5) inches when measures six (6) inches above ground at the time of planting, shall be provided for every five (5) parking spaces. The applicant has submitted a landscaping plan in accordance with Sections 13.06(F) and 13.06(G) of the Land Development Regulations, The City Arborist has reviewed the plans and provided comments in a memo dated April 16. The minimum landscaping requirement, based on building costs, is $142,500, which is being met Pursuant to Section 13.06(B) of the South Burlington Land Development Regulations, adequate snow storage areas and a bicycle rack are shown. 4 FAUSERSTianning & ZoninMDevelopment Review BoardlFindin9s_Deds1ons120111SP_11_51_250QuarryHillSenlorLIving_ffd.doc #SP-11-51 DECISION Based on the above Findings of Fact, the Administrative Officer hereby approves site plan application #SP-11-51 of Quarry Hill Senior Living, LLC to construct a 100 unit assisted living facility, 250 Quarry Hill Road. 1. All previous approvals and stipulations shall remain in full effect except as amended herein. 2. This project shall be completed as shown on the plat submitted by the applicant and on file in the South Burlington Department of Planning and Zoning. 3. The size of the elevators in the proposed buildings shall be sufficient to hold a stretcher. 4. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. 5. The applicant shall adhere to the comments of the South Burlington City Arborist per the memo dated April 16, 2010. 6. The applicant shall adhere to the comments of the South Burlington Water Department in a letter dated April 16, 2009. 7. Occupancy shall not take place in the proposed building until the applicant has obtained final water allocation approval from the South Burlington Water Department, 8. The applicant shall obtain final wastewater allocation prior to issuance of a zoning permit. 9. The applicant shall adhere to the comments of the South Burlington Public Works Director/City Engineer per the memo dated April 1, 2010. 10. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. 11. The applicant shall.obtain a zoning permit within six (6) months pursuant to Section 17.04 of the Land Development Regulations or this approval is null and void. 12. The applicant shall adhere to the comments of the Fire Chief dated 4/6/2010. 13. All new exterior lighting shall consist of downcasting, shielded fixtures. Any change to approved lights shall require approval of the Administrative Officer prior to installation. 5 FAUSERS\Pianning & Zoning\Developmenl Review BoardTInd Ings_DecisionsV011\SP_11_51_250QuarryHillSonlorLiving_ffd.doc #SP-11-51 14. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the proposed building will generate 26 additional vehicle trip ends during the P.M. peak hour. 15. Prior to permit issuance, the applicant shall post a $142,500 landscaping bond. This bond shall remain in full effect for three (3) years to assure that the landscaping has taken root and has a good chance of survival. 16. The applicant shall obtain a zoning permit within six (6) months pursuant to Section 17.04 of the land Development Regulations or this approval is null and void. 17. The applicant shall obtain a Certificate of Occupancy from the Administrative Officer prior to occupancy of the building. 18. Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. Signed this 41 day of 0G V�� 2011 by Raymond J. Belair Administrative Officer PLEASE NOTE; Pursuant to 24 VSA §4465, an interested person may appeal this decision by filing a Notice of Appeal with the secretary of the Development Review Board. This Notice of Appeal must be accompanied with a $233 filing fee and be filed within 15 days of the date of this decision. The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call 802.879.5676 to speak with the regional Permit Specialist. 6 FAUSERSTIanning & ZoninglDevelopment Review 13oard\Findings_Decisions12011\SP_11_51_250QuarryHil[SenlorLlving_ffd.doc CXt1IBIT ARTICLE 14 SITE PLAN and CONDITIONAL USE REVIEW LIO 14-o8 Integration of Procedures A. General. There may be applications where the particular circumstances of a proposed development require compliance with other procedures in these regulations, such as conditional use permit review. In such cases, the Development Review Board shall integrate site plan review as required by this article with the other procedural and/or submission requirements. Such integration of procedures may require, upon mutual written consent of the Development Review Board and the applicant, reasonable modification of the time schedules otherwise stated in this article or in said related regulations or requirements. 14-og Administrative Review A. Authority. -The Department of Planning and Zoning is hereby authorized to conduct administrative review and approval of site plan applications for principal permitted uses and conditional uses, as provided below. B. Determination of Eligibility. All determinations of eligibility for administrative review are subject to the discretion of the Director of Planning and Zoning. The Administrative Officer shall not approve administrative amendments to master plans, subdivisions, or variances. The Administrative Officer may review, approve, approve with conditions, or deny administrative amendments to site plans involving a principal permitted use, site plans involving an approved conditional use, and site plans of planned unit developments, if the proposed amendment meets one or more of the following criteria: (1) Relocation of site improvements and/or accessory structures that have been previously approved, provided that such relocations do.not alter the approved coverage for the site. (2) Re -approval of plans if a permit issued by the Development Review Board has expired within the preceding six months and no changes or alterations of any kind are proposed, including those outlined in (4) below. (3) Approval of plans showing as -built adjustments beyond standard field adjustments, provided that such adjustments do not require the amendment of any condition of approval in the most recent findings of fact. (4) Minor alterations to an approved landscaping plan such as substitution of appropriate similar species or landscaping or hardscaping materials, provided that the total value of landscaping proposed in the amended plan is equal to or exceeds the amount approved by the Development Review Board. (5) An increase in building area and/or impervious coverage totaling less than five thousand (5,000) square feet or three percent (3%) of the overall site coverage, whichever is smaller. Applicants are advised that the cumulative total increase in building area and/or site coverage cumulatively permitted through all administrative amendments on any one lot shall not exceed five thousand (5,000) square feet or three percent (3%) of the overall site coverage, whichever is smaller. Development Review Board approval shall be required for any amendment exceeding these limits. (6) All coverage and other limitations pursuant to these regulations shall apply in determining whether an administrative amendment shall be approved. South Burlington Land Development Regulations Effective May y, 2012 NOTICE OF APPEAL NOW COMES, Quarry Hill Senior Living, LLC, by and through its attorneys, Langrock Sperry & Wool, LLP, and hereby gives notice of appeal to the Development Review Board of the decision of the Administrative Officer dated September 4, 2012 (a copy of which is attached. hereto). The address of the appellant is 145 Pine Haven Shores Road, Suite 1150, Shelburne, VT 05482. The appeal is taken with respect to property located at 250 Quarry Hill Road, South Burlington. The regulatory provisions applicable to the appeal are Section 14.09 of the Land Development Regulations. Appellant requests that the Development Review Board overturn the decision of the Administrative Officer and determine that the application submitted by appellant was approved by operation of law pursuant to 24 V.S.A. § 4448(d) on the basis that a complete application was submitted by appellant on or about April 18, 2012 and the Administrative Officer failed to act within thirty (30) days of said application. DATED at Burlington, Vermont this 14th day of September, 2012. LANGROCK SPERRY & WOOL, LLP Z2��� Eric M. Knudsen P.O. Box 721, 210 College Street Burlington, VT 05402 (802) 864-0217 eknudsen@langrock.com Attorneys for Appellant Quarry Hill Senior Living, LLC -ANGROCK SPERRY & Wool. T.T. 581395.1 S PLANNi_iy ZUfi1ENR ' Appticatiom#A0 - 6_. NOTICE MAMMAL All i6foxinatlon requested below mast be completed itt full: Failtuo to.pkgvide the requested lnforinatlon oJ1.1his notice will result in rej ,ctidn of your applidation and MaY in the review of the appeal before the Development RevieW D.oard,. l up derstand: the pre'smtatiatl procedures required by.Siate Law (Section 4468 of the Planning & Development . • tlaat-theD.evelopiiient:Rev1$w$gardl�olds;regular.rieetings�twiae�motith; . • -that- legal odvertiSemeht Aust 4 pear`a tillmmum of-fiflosn-(1s) days. prior 'to the heoiog�on my .� X agree to -pay. the. TegWr.ed fee to oft'se't the cost of the heariiig-on- y appeals . i) NAM'P, A' NO A DDRIK$8 "OP APPt-L- A-NT(S)t. Quarry Hill Senlor Living, LLQ, 145 Pine Hagen Shores Road, Suit$ 11-50, glielbgrne, VT 05.482. 14) EIyIA.>Ep 'AD -DRESS OF APPFH,X ANT($)i eh&eti{a 1a11groele.coln z):L llvA`TIC( lY =pND D>rZi>� p» 1 IPT) :OF P900M AT XSSUG IN THIS APPEAL: &f! � uttachad tice �fttR1?�9f 3)VRATA0TIONOF'ft!E-ADMIi`TMAAT 0VV,1Cr,4AlE'Y:OUAPIMA"LXNG? S`ee:attac�ied.Natic�=o�`.�ppQr�l.' � ' 4)='VV"EiAT .P AO`YXMX1 q E ARC OP Y A$i,:t 0 TM AMAL, iF AN`it? See attaplzctl Xattc'e of-Appedl. : `DO'YO>ii''VYANT THE DiMLOPWNTAE'ft8V'IiOARD TO GRA �iT? Seo�attache d Notice of Appeal. 575 DoFeet SO4at South Bumnoton, VT 95403 l:el 802M6:4106 fax 802.a4d,4101 ww'w.sb01.00m 4) WHY I)O YOV BPI,IEYN THAT ME RELIEF RRQUWHO) IN NUMBER 5, ABOVE, XS PROPM WIDER Tim OIRCUMOANCES? See, attached Notice a/•Appeal - 'NOSZ.-NOTIMATIOXOfADJOI1!tING MOPPOITY O'V4 . iR$; Nptifioation of vgdjoigjng prpeny .ar±ir�lti aecocdttlleo wits 24 V.S:A4dA(a)d. Se'oti�li:1� OG(t}.gfstl�a�fhuritpgtgn� La►xd ��Ye�op;��ttt R,eg�ilat�oits, is �ii� k�spdnsic��t•y ��i�1oa`p�pl�,�k�nt: ,��Q�:ae�ri�in�� r�tt,�st ¢Q����t�s.: i h 3i jidm W0 001 vv'ilt provide the � ll t ag w l a �1 e t a d c rrptt121f t ltig . : tti tiCe nil 3 i?p1B Cer ifieat o $yt V Qe, The wb n,cotf iiio to 6f`serscic� �ha�j.ba.r iui �d'ta the ., ibi . prlor to••tlie start afsny pt bl o'tlbaring: . rherebby 6* lfX ; 911 thb:i► ortr �lori,r Muted as , tfi:Qfibis. naflo ott gppeal hasUb n_-.sabmlti��:ar►d i�-oorato .to. the best oi':�ij� oVvl�ctge, A.NT. •. � � .,$yF ,Au d�rl�e��tlgeiit. • /:2� :D T • � � ' :I)o i�Qt ��;f8 bieldi�v�t�ils�Yl�$ 17ATF.61F SU81VIIa9SXON:- - Ihave,re�vxe"v�sd this application nand find it to-W. . A " gt�traiive Office. • • .:':. � "•:::..• ..: , ' ' � : �' . � •: ace; ..: - � • The ixpp�cant or peiittee i'ea�itt.bdiplJo,4 f dQhy, appX fui',:ft d$t4lrf redevfnt:sttrte perrrits �ar'thls project. Cpll.,(842)-8794676 to -speak with. the r 1pnal l? rrltlt 'peClultst: . 2 ApAOf Fbm Rev. '1 =4 18; b'1'2� ' t IAVV.o Ptefpajie'riit'.l itHi' •' Tftatyla,p er ONT •emental ae for Tax I District, Ington Vermont Eco- I (VEPC) will to begin con - on submitted ington to utf- nunicipal and avenues to fl- nfrastructure operty devef- Increment Fi- established by :on on August to comment this applica- made: In per- m from 11:30 ill, 575 Dorset Ise arrive be- 10 a.m. to sign ng a written rr 16, 2012: vG TYCOUNCIL y Council will n the South �rence Room, h Burlington, 2012 at 6:00 wing: i #1Z-12-13 of i a previously development q. ft. building ft. of general welling units, :ached acces- eneral office isists of con - detached 6c- (2) dwelling accessory use, Interim zoning'application #12-12-14 of Pizzagall€Properties, LLC for a planned unit development consisting of: 1) raz- ing an existing 48 room motel (Liberty Inn & Suites) consist€ng.of three (3) buildings on two (2) parcels, 2) con- structing a 3-story 32,000 sq. ft. gen- eral office building on the northerly parcel, and 3) constructing a 133 park- ing space lot on the southerly parcel, 462 Shelburne Road. Rosanne Greco, Chair South Burlington City Council Copies of the applications are available Appeal #AO-12-03 of Quarry Hill Senior Living, LLC appealing the decision of the Administrative Officer -to deny site plan application #SP-12-41 to amend a previously approved plan fora 100 unit assisted living facility, 250 Quarry Hill Road. Preliminary & final plat- application #SD-12-23 of Dorset Street Associates, LLC to amend a previously approved planned unit development consisting of: 1) 59 single family lots, and 2) 90 single family dwellings. The amend- ment consists of relocating 12 dwell- ing units, 1530 Dorset Street, for public inspection at the South Burlington City Hall. Participation in the Final plat application #Sb-12-24 of local proceeding is a prerequisite to South Burlington Realty, LLC to amend the right to take any subsequent ap- a previously approved planned unit peal. development to: 1) raze an existing building, and 2) construct a 1,400 sq.-ft. October 18; 2012 general office building. The amend- ment consists of widening the access drive. Anna Wiliktn„ Rnaa PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hear- ing In the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Novem- ber 6, 2012 at 7:00 P.M. to consider the following: Mark Behr, Chairman South Burlington Development Re- view Board Copies of the applications are available for public inspection at the South Burlington City Hall. Participation in the local proceedfng is a prerequisite to the right to take any subsequent ap- peal. October 18, 2012 - Burlington with her husband, Bill. "We are truly lucky to, have Karen Whitby join us here at Keller Wll= liams Green Mountain Properties," says team leader Brian Armstrong. "Keller Williams Realty offers its associates unparalleled career growth and learning opportunities in the real estate indus- try. We know that Karen will be a great fit and we are excited that she has chosen our office to hang her license." 11 "I chose Keller Williams Realty because of its reputation for integ- rity and its Agent -centric business model," says Karen. "I want to continue to grow my real estate business and assist my clients uti- lizing all resources possible. Keller Williams Realty provides the training and technology that will help me reach my goals." SOURCE: KELLER WILLLAMS GREEN MOUNTAIN PROPERTIES F TAG SALE searching for the fol on Facebook: So. Bu GARAGE -SALE: Saturday, October School Class of '02 20,"8 a.m: 2 p.m. and Sunday, Oc- union. (10/11) tober 21, 10 a.m.-2 p.m-.. 29 Floral Street; SB (Dorset Farms develop- BABY ITEMS: In nea men()., Furniture,.lamps, rugs, `ingbabyitemsfrom kitchen and household items, holl- smoking home. 1) 1 day decorations, knick-knacks, -by-side stroller, 2 Legos, toys, estate -type treasures, Plays, 3) Full size cr working washer/dryer set. sides (not fold d . Contact jldepalm@l GARAGE SALE: Saturday, October 999-5971 if you haN 20, 8 a.m.-3 p.m., Dorset Park, 9 aboveitemsthatyou Lupine Lane. Baby and toddler in selling. (10/11) items, Household & misc. LOST CAT: MISSING: We live in Mayfair Park:an& our gray cat has been missing far a couple of weeks. Male, short -haired, 9 years old, all gray with patches of white under his neck and belly, green eyes and very vocal. He is most distin- guished by his half tail. Contact us at - 951-1946 or a -mail jpk-MC&yahoo.com with informa- tion. (10/18) FOUND WHITE IPOD: We found a white iPod, 8g1b with a cracked screen near the soccer fields at Dorset park on October Ist. Call or email with the access code to verify. Derek.poirier@comcast.net or355- 6751. (10/11) SEEKING MEMBERS OF THE CLASS OF 2002: South Burlington High School's Class of '02 10-Year Reunion will be held on Friday, No- vember 23, 2012 from 7:30-10:30 at Red Square in Burlington. The event will be Wcash a the door. Due to limited space at the venue, only CHAMPLAIN VALLEI CERTIFICATE, Somt Grange members iI Have one you woul( Call me at 497-0865 (: National Geographi dated 1965 to 1971 ( tinuously. Plus 6 m( sues dated 2011 & 21 (10/18) FORSAL CLARINET: Used Buf sale. Pads are excell case, cork grease, cloth. Just appraise( Music, worth $300+. offer. 862-3531(10/1 COSTUMES: Disney Wonderland Costul Disney Store Micke; tume with hood -ea teen tails XXS. $20; lv costume with ear x 6X. $20; Disney XS B, costume with light u Disney Jasmine cos 8. $20; Rubies Spal dress. 7-8. $30; LegA Corn witch costum( IT---- rs__ ---- .--- eM PAP •....�� . south ; gt PLANNING''& ZONING February 22, 2013 Re: #SP-12-41 & #AO-12-03 Dear Applicant. - Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. ;in6rely� r ymond J. Belai Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7010 0290 0000 2215 5136 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com � � // �v!` � 1 V►1 I �y F: Cal gUj J t - ___ C/) � JI a t r, lo, rl 1 •'� �� ! `1 �-- - g l\ (t J t ( f t t - rt I I i(� � t I r � / tl t r I E• t ! f i 11 ' r �A ' rt Ivvt.d 2loy Rai= SEE EN. �� T �11(r'1 ?! t r 1 fi f i i `t tal Gen. Notes: dB levels shown are with tt ? S 13 E`mj Acoustifence screening applied'_+ all sides of fenced enclosures i tit i IZ dB levels in parentheses are before acoustic treatment F 3 k, a p !a a General r Boldor IDLC200-31 ry 9� Generator dB levels shown at o� distance of 21' from sides of unit Chiller (Mc(]uay AGZ-045c) Chiller dB levels shown at weighted average located 30' i from side of unit / r t 48 ( ' I f I � / I r ( � �� i f t l l- ( i rt if ✓i 14 SINCE I Langrock Sperry & W001, LLP 1960 A-r-roRNEYS A-i' LAW Peter F. Langrock Mark L. Sperry Michael W. Wool Ellen Mercer Fallon December 27, 2012 VIA EMAIL William B. Miller, Jr. Thomas Z. Carlson Christopher L. Davis Susan M. Murray James W. Swift Alison J. Bell Emily J. Joselson Mitchell L. Pearl Development Review Board Ann. Ray Belair South Burlington Planning & Zoning 575 Dorset Street South Burlington, VT 05403 Kevin E. Brown Erin Miller Heins Frank H. "Fritz" Langrock Hobart F. Popick F. Rendol Barlow Devin McLaughlin Lisa B. Shelkrot Eric M. Knudsen David W. M. Conard Sarah Gentry Tischler Cara L. Cookson Wanda I. Otero Michele B. Patton RECEIVED DEC 2 7 2012 City of So. Burlington Re: Quarry Hill Senior Living, LLC, 250 Quarry Hill Road, Site Plan Application # SP-12-41 DRB Appeal # AO-12-03 Dear DRB Members: Our firm represents Quarry Hill Senior Living, LLC in connection with the above appeal. This letter and the attached Schedule of Expenditures in Furtherance of Project is submitted for your consideration at the upcoming January 2, 2013 DRB hearing. The following background information may be helpful to you: On April 20, 2010, the DRB approved the Final Plat Application of the Bullrock Corporation (an affiliate of Quarry Hill Senior Living, LLC), # SD-10-07, for a project consisting of a 100 unit assisted living facility at 250 Quarry IIill Road (the "Original Approval"). When the Original Approval issued, the northerly and easterly boundary lines of the 250 Quarry Hill Road property were a 60 foot wide strip of land known as Quarry Hill Road. Quarry Hill Road was then the subject of an offer of dedication to the City for a public road. The access from the 250 Quarry Hill Road property to the 60 foot strip of land that was approved in the Original Approval was at the northwesterly most corner of the property. On July 15, 2010, Quarry Hill Senior Living, LLC was deeded the 250 Quarry Hill Road property, described as a 2.71 acre parcel labeled "QHC Lot 44." On the survey referenced in the deed, Lot #4's northerly and easterly boundaries were shown as the southerly and westerly edges of the 60 foot wide strip of land (identified on the survey as "ROW to City," and "Quarry Hill Road.") REPLY TO: Burlington Office • WEBSITE: www.langrock.com • EMAIL: attorneys@langrock.com MIDDLEBURY: 111 S. Pleasant Street, P.O. Drawer 351, Middlebury, VT 05753-0351 • (802) 388.6356 • Fax: (802) 388-6149 BURLINGTON: 210 College Street, P.O. Box 721, Burlington, VT 05402-0721 • (802) 864.0217 • Fax: (802) 864.0137 A Limited Liability Partnership Including a Professional Corporation December 27, 2012 Page 2 On September 10, 2010, the DRB issued Findings of Fact and a Decision on Application # SD- 10-18 of John Larkin and Ralph Deslauriers Jr. This Decision authorized a change in the width of the 60 foot wide strip of land to 55 feet to address concerns that the utility cabinets installed by the applicants [not by Quarry Hill Senior Living, LLC] in the Quarry Hill Subdivision without City approval should not be at the edge of the Quarry Hill Road strip of land, but rather set back at least five (5) feet (Finding #5). This resulted in a five foot "gap" between the northerly and easterly boundaries of Lot #4 (as described in Quarry Hill Senior Living, LLC's deed) and the edges of the narrower strip of land. Bullrock Corporation and Quarry Hill Senior Living, LLC were not notified of this application, and did not have an opportunity to participate in this proceeding. On March 9, 2011, a new offer of dedication to the City was recorded. This instrument replaced the previous offer, narrowed the 60 foot strip offered to the City to 55 feet, officially established the "gap" of record as to Lot #4, and officially cut off Quarry Hill Senior Living LLC's access to Quarry Hill Road as an abutting owner. On October 17, 2011, Quarry Hill Senior Living, LLC obtained a supplementary deed from Cupola Golf Course, Inc. so that Lot #4 would again abut Quarry Hill Road at the new 55 foot width. This deed conveyed an additional five foot strip to Quarry Hill Senior Living, LLC. The result was to change the boundaries of Lot #4 and enlarge it to 2.79 acres. On October 20, 2011, Quarry Hill Senior Living, LLC filed site plan application SP-11-51 with the Administrative Officer for approval of the project under Section 14.09(B)(2) of the South Burlington Land Development Regulations, as the Original Approval (SD-10-07), as previously extended by the DRB, expired on that date, October 20, 2011. On October 27, 2011, the Administrative Officer issued Findings of Fact and a Decision which approved Quarry Hill Senior Living LLC's site plan application #SP-11-51 "to construct a 100 unit assisted living facility, 250 Quarry Hill Road." Condition 11 provided for a six month expiration date, or April 27, 2012. The increase in Lot #4 to 2.79 acres as a result of the supplementary deed required amendments to the plan approved by the Original Approval in two respects: first, to relocate the access approved in the Original Approval slightly to the east (because the supplementary deed from Cupola still left title to a small part of the five foot strip in front of the Lot #4 access approved in the Original Approval in a third party), and second, to approve the reconfigured (enlarged) lot itself. After the Administrative Officer's October 27, 2011 approval, Quarry Hill Senior Living, LLC prepared an "Application for Site Plan Review" and revised plans to show the necessary easterly relocation of the Lot #4 access, to show the enlarged lot, and also to show small changes to the proposed building (increase in building footprint .74% or 200 sq. ft.) and other site improvements. Because Lot #4 had been enlarged to 2.79 acres, there were also small reductions in building and lot coverage from the Original Approval. These are shown on Sheet #1 of the final set of revised site plans filed by Andrew Thomas on behalf of Quarry Hill Senior Living, LLC on December 21, 2012. December 27, 2012 Page 3 The Application For Site Plan Review was filed with the Administrative Officer on April 18, 2012. It was authorized by Section 14.09(B)(1) of the South Burlington Land Development Regulations, which provides for administrative amendments involving the relocation of site improvements that have been previously approved, provided such relocations do not alter the approved coverage for the site. As noted above, the chain of events that made this application necessary started with the narrowing of the 60 foot strip that Lot #4 would have used to access Quarry Hill Road, which resulted, as found by the DRB in the Larkin/Deslauriers Decision, from concerns about the setbacks of the subdivision utility cabinets installed by those applicants. On September 4, 2012, the Administrative Officer denied Quarry Hill's April 18, 2012 application because he ruled that Quarry Hill had "failed to obtain a zoning permit by April 27, 2012," and the Administrative Officer lacked "any authority to approve modifications to a site plan for which there is no valid approval." The Administrative Officer's Findings of Fact also stated that the application was "deemed complete on August 6, 2012." The denial is the subject of this appeal and the scheduled January 2, 2013 hearing. Rather than becoming embroiled in the legal issues surrounding the Administrative Officer's authority to grant approval of an application where an application is filed before the date of "expiration" of the underlying approval but the Administrative Officer does not act until after that date, Amanda Lafferty, the City attorney, suggested an alternative path the DRB could follow. Regardless of whether the Administrative Officer could have approved the application after the date of expiration on the face of the approval, the DRB can still address Quarry Hill's revised set of site plans under Section 17.04(B) of the Land Development Regulations. Section 17.04(B) provides: "Expiration of approvals. Conditional uses, variances, and site plan approvals shall expire six (6) months from the date of their approval by the Development Review Board or administrative officer, unless there is a reasonable amount of objective evidence of intent to pursue the furtherance of the project for which the permit was issued" (emphasis supplied). Thus, under Section 17.04(B), the Administrative officer's site plan approval on October 27, 2011 (SP-11-51) does not expire if the DRB makes a finding of a "reasonable amount of objective evidence of intent to pursue the furtherance of the project." If the Board finds that there is a reasonable amount of objective evidence, the Board would then proceed to consideration of the revised set of site plans filed on December 21, 2012.1 1 Were this appeal to proceed without affording Quarry Hill Senior Living, LLC the benefit of Section 17.04(B), then Quarry Hill would make, and preserves for the record, the following arguments: The Administrative Officer had authority to rule on the application, notwithstanding the fact that the expiration date on the face of the October 27, 2011 approval may have passed after the application was filed but before he ruled. See e.g. the October 20, 2011 application SP-11-51 under Section 14.09(B)(2) referred to above; there the application was filed with the Administrative Officer on the date of expiration, but the approval was nevertheless issued by the Administrative Officer after the expiration date. The analogy would be to an application December 27, 2012 Page 4 On the "intent" issue, the Vermont Supreme Court has given us guidance on what amounts to a "reasonable amount of objective evidence of intent to pursue" furtherance of a project. Specifically, actual on -site construction is not required. In In Re: Appeal of Beckstrom, 176 VT 622 (2004), the Court indicated that expenditures of funds on "preconstruction work" such as engineering and architectural studies, test borings, and surveying is sufficient. With the foregoing in mind, the attached Schedule of Expenditures in Furtherance of Project shows that: (i) From the inception of the project to October 27, 2011, when the Administrative Officer issued his approval of Site Plan Application #SP-11-51, Quarry Hill Senior Living, LLC has made expenditures totaling $2,429,705 on this project, including expenditures totaling $39,929 on "preconstruction work" for engineering and architectural work, landscape plans, permitting, and environmental studies alone, and $1.1 million as contributions to Quarry Hill Subdivision infrastructure improvements. (ii) Between October 28, 2011 and September 4, 2012, the date of the Administrative Officer's denial, Quarry Hill's total expenditures totaled $225,741, including expenditures totaling approximately $61,000 for engineering, surveying, landscaping and architect fees. As noted above, the engineering expense was primarily necessary to amend the plans to account for the narrowing of the road right of way resulting from the concerns found in the Larkin/Deslauriers proceeding about the utility cabinet set backs. Although Quarry Hill Senior Living, LLC was not a party to that proceeding, and did not install the utility cabinets in question, it nonetheless was forced to respond by revising the project plans to relocate its access and to account for the addition of the "gap"' land to Lot #4. Had Quarry Hill not intended to go forward with the project, it would not have expended additional engineering, surveying, and landscaping fees to revise the plans. (iii) In all, from project inception to September 4, 2012, Quarry Hill Senior Living, LLC has expended a total of $2,655,446, or $2.65 million on this project. Our client hopes the Board will agree that by any measure, these expenditures demonstrate a reasonable amount of objective evidence of intent to pursue furtherance of the project. If the Board makes that determination, Quarry Hill Senior Living, LLC requests that the DRB approve the set of site plans filed by Andrew Thomas on December 21, 2012. We plan to have Roger Dickinson, the project engineer, at the hearing to answer any questions on these plans. for a driver's license which, for example, expired on December 31, and the licensee applied for a renewal on December 30. Until there is a ruling on the application, the old license remains in force. The same principle applies to this case. The expiration date is tolled if the application is filed before expiration. Furthermore, the application was complete when filed. Each space on the City's Application for Site Plan Review form was completely filled out, and all questions answered. The form was accompanied by a complete site plan. December 27, 2012 Page 5 Andrew Thomas will also be there to answer any questions you may have about the expenditures on the attached schedule. Sincerely yours, Mark L. Sperry msperry@langrock.com MLS:Iab cc: Gregg Beldock (via email) Andrew Thomas (via a mail) Eric M. Knudsen (via a mail) Michael W. Wool (via a mail) Cara Cookson (via a mail) Amanda Lafferty (via a mail) December 27, 2012 Page 6 QUARRY HILL SENIOR LIVING, LLC Schedule of Expenditures in Furtherance of Project Inception of project in 2009 through October 27, 2011 Category Total Amounts Expended Vermont Property Transfer Tax, Purchase of Site $13,125 Land Acquisition $1,050,000 Infrastructure Contributions to John Larkin $1,100,000 Title Insurance for Site Acquisition $11,005 Traffic Engineering Study $3,200 Architecture and Design Fees $4,000 Engineering, Traffic Study, Surveying, Landscape Planning $28,728 Environmental Assessments $2,800 Marketing Studies $12,613 Accounting $2,590 Economic Impact Studies $9,180 Filing Fees (Permit Applications, etc.) $1,201 Insurance $8,276 Real Estate Taxes $7,571 December 27, 2012 Page 7 Mortgage Carrying charges $175,416 — interest TOTAL $2,429,705 October 28, 2011 through September 4, 2012 Category Amounts Expended Architecture and Design Fees $46,000 Engineering, surveying, landscape planning $15,009 Economic Impact Studies $7,500 Permits $441 Insurance $6,373 Real Estate Taxes $21,743 Mortgage Carrying charges — interest $128,675 TOTAL $225,741 TOTAL PROJECT EXPENSES $2,655,446 In process October 28, 2011 — to date: engaged Lancaster Pollard, investment bank, to arrange appraisals and financing — meetings in person or by conference call weekly. 588109.0 south PLANNING & ZONING MEMORANDUM To: Development Review Board n From: Raymond J. Belair, Administrative Officer Date: January 2, 2013 Re: Appeal #AO-12-03 Appeal #AO-12-03 of Quarry Hill Senior Living, LLC appealing the decision of the Administrative Officer to deny site plan application #SP-12-41 to amend a previously approved plan for a 100 unit assisted living facility, 250 Quarry Hill Road. Attached is a copy of the administrative site plan decision which is the subject of this appeal and the documents referenced in the decision and other related documents. The following is a list of these documents: 1. Administrative site plan decision #SP-12-41 (exhibit A) 2. The Development Review Board's initial decision #SD-10-07 dated April 20, 2010 (exhibit B) 3. One (1) year extension letter dated October 20, 2010 (exhibit C) 4. Administrative site plan approval #SP-11-51 dated October 27, 2011 (exhibit D) 5. Section 14.09 (B) of the Land Development Regulations (exhibit E) 6. Notice of Appeal filed by the appellant (exhibit F) 7. Public Hearing Notice published in the Other Paper on October 18, 2012 (exhibit G) 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com #SP-12-41 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING QUARRY HILL SENIOR LIVING, LLC — 250 QUARRY HILL ROAD SITE PLAN APPLICATION #SP-12-41 FINDINGS OF FACT AND DECISION EXHIBIT A Quarry Hill Senior Living, LLC, hereinafter referred to as the applicant, seeks to amend a previously approved plan for a 100-unit assisted living facility. The amendment consists of site modifications, 250 Quarry Hill Road. Based on the plans and materials contained in the document file for this application, the Administrative Officer finds, concludes, and decides the following: FINDINGS OF FACT 1. The applicant seeks to amend a previously approved plan for a 100-unit assisted living facility. The amendment consists of site modifications, 250 Quarry Hill Road. 2. The owner of record of the subject property is Quarry Hill Senior Living, LLC. 3. The subject property is located in the Residential 12 Zoning District. 4. The application was deemed complete on August 6, 2012. 5. The plans submitted consists of a two (2) page set of plans, page one (1) entitled "Lodge at Quarry Hill Assisted Living Facility 250 Quarry Hill Road South Burlington, VT", prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated April 16, 2012, and last revised on 7/13/12. 6. The DRB issued final plat approval, which included site plan approval, on 4/20/10 for a 100- unit assisted living facility with the condition that the applicants obtain a zoning permit within 6 months pursuant to Section 17.04 of the Land Development Regulations or the approval is null and void. 7. The applicant applied for and on October 19, 2010, the DRB granted a one (1) year extension of the permit requirement such that applicant had until 10/20/11 to obtain a permit. 8. On October 20, 2011, applicant applied for re -approval of the site plan pursuant to Section 14.09(B)(2) of the LDR. By written decision dated October 27, 2011, the Administrative Officer approved Site Plan application #SP-11-51 (admin site plan) subject to the requirement that a zoning permit be obtained within 6 months, or no later than April 27, 2012. 9. No one obtained a zoning permit in connection with the subject site plan by April 27, 2012. - 1 - #SP-12-41 CONCLUSIONS OF LAW Based on the above Findings of Fact and Condition 11 of the Administrative Officer's Findings of Fact and Decision dated October 27, 2011, approval of the subject site plan became null and void when the applicant failed to obtain a zoning permit by April 27, 2012. The South Burlington Land Development Regulations do not grant the Administrative Officer any authority to approve modifications to a site plan for which there is no valid approval under the Land Development Regulations. 2. Section 14.09 (B) (2) of the So. Burlington Land Development Regulations (LDRs) allows the Administrative Officer to re -approve a site plan "if a permit issued by the DRS has expired within the preceding six months and no changes or alterations of any kind are proposed . . " (Emphasis added). Applicant already exercised this option when it applied for and the Administrative Officer re -approved on October 27, 2011, the subject site plan, application #SP-11-51. The Administrative Officer does not have the authority to reapprove a site plan if a permit issued by the Administrative Officer has expired within the preceding six months. 3. There is no authority in the Land Development Regulations for the Administrative Officer to approve site plan application #SP-12-41. DECISION Based on the above Findings of Fact, the Administrative Officer hereby denies Site Plan Application #SP-12-41 for the following reason: 1. The Administrative Officer does not have the authority to either approve modifications to or reapprove the site plan for the 100-unit assisted living facility. Signed is th day of Se ber 2012 by aymond J. Belair, Administrative Officer PLEASE NOTE: Pursuant to 24 VSA §4465, an interested person may appeal this decision by filing a Notice of Appeal with the secretary of the Development Review Board. This Notice of Appeal must be accompanied with a $233 filing fee and be filed within 15 days of the date of this decision. The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call 802.879.5676 to speak with the regional Permit Specialist. -2- #SD-10-07 EXHIBIT CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING BULLROCK CORPORATION - 250 QUARRY HILL ROAD FINAL PLAT APPLICATION #SD-10-07 FINDINGS OF FACT AND DECISION Bullrock Corporation, hereafter referred to as the applicant, is seeking final plat review to amend a previously approved planned unit development consisting of five (5) multi- family dwellings for a total of 160 units and a 40 unit congregate housing facility. The amendment consists of constructing a 100 unit assisted living facility, 250 Quarry Hill Road. The Development Review Board held public hearings on April 6 and April 20, 2010. Andy Thomas represented the applicant. Based on testimony provided at the above mentioned public hearing and the plans and supporting materials contained in the document file for this application, the Development Review Board finds, concludes, and decides the following: FINDINGS OF FACT 1. The applicant is seeking final plat review to amend a previously approved planned unit development consisting of five (5) multi -family dwellings for a total of 160 units and a 40 unit congregate housing facility. The amendment consists of constructing a 100 unit assisted living facility, 250 Quarry Hill Road, 2. The owner of record of the subject property is the Cupola Golf Course Inc. 3. The application was received on February 22, 2010. 4. The subject property is located in the R12 Zoning District. 5. The plan submitted consists of an eight (8) page set of plans, page one (1) entitled, "Quarry Hill Subdivision South Burlington Vermont Proposed Master Plan", prepared by Llewellyn -Howley, lr ., dated a-W-912009, last rev iseron-4/5549-- - Zoninq District & Dimensional Requirements Table 9. Dimensional RprmiremPntc R12 Zoning District Required Proposed A Min. Lot Size 3,500 SF - 2.71 acres A Max. Densit 12 units/acre ** Max. Building Covera e 40% 23.5% Max. Total Covera e 60% 48.8% Min. Front Setback 11 30 ft. >30 ft. I:\Development Review Board\Findings_Decisions\201 Mullrock SD1007 ffd.doc #SD-10-07 t �l Min. Side Setback 10 ft. >10 ft. Min. Rear Setback 30 ft. >30 ft. �l Max. Building Height 40 ft. 39'11" ft. zoning compliance ** assisted living facilities are not included in residential density calculations The application states that they are seeking approval for a pitched roof building that is 39'11" feet high. This does not require a height waiver. The entire Quarry Hill subdivision was approved as a planned unit development and therefore all development approved on any of the lots will be viewed as cumulative development on the 25.67 acre property. PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations, PUDs shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13(B)(1) of the South Burlington Land Development Regulations, the existing public utility system shall be extended to provide the necessary quantity of water, at an acceptable pressure, to the proposed additional dwelling units. - - The South Burlington Water Department reviewed the plans and provided comments in a letter dated April 16, 2010. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The South Burlington Public Works Director/City Engineer has indicated in an email dated 4/14/2010 that all plan changes he requested have been made. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. 2 (:\Development Review Boa rd\Findings_Decisions\2010\bullrock_SD1007_ffd.doc #SD-10-07 Access to the subdivision is proposed via Quarry Hill Road, which is currently privately owned and maintained. Quarry Hill Road is approved as a future city street and will extend from Spear Street to East Terrace, with the latter portion limited to emergency access only and regulated through signage. Access to the proposed buildings is via a 25 foot wide access drive from Quarry Hill Road. A 25 foot wide service drive is also proposed via Quarry Hill Road. The Board finds this to be sufficient and preliminary conversations with the Fire Chief have indicated that the layout is acceptable. The applicant submitted a traffic impact study performed by Wilbur Smith Associates in October, 2003 with the original subdivision, of which the subject property was part of. This traffic study analyzes the traffic impacts of 281 units, which is the maximum number of units allowed under the density requirement of the Land Development Regulations for the entire property. Fuss & O'Neill Inc. was contracted to perform technical review of the traffic impact study for the City. The traffic mitigation measures for the entire property were established during previous approvals (condition #9, application #SD-04-26). This condition shall remain in effect. The applicant has submitted a traffic impact report dated November 4, 2009 from Lamoureux & Dickinson Consulting Engineers which indicates that the proposed assisted living facility will add 26 pm peak hour trip ends to the previously approved 155 pm peak hour trip ends. The applicant has addressed whether this will have any impact on the existing mitigation requirements. The Development Review Board previously invoked a technical review of this traffic study. The City's consultant reviewed the plans and the traffic study, and responded in a memo dated January 21 and February 3, 2010 from BFJ traffic engineer Georges Jacquemart. The City's consultant finds the applicant's January 29, 2010 findings and conclusions acceptable. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. Although the planned unit development as a whole contains various wetlands, it does not - - appear that the Iot propose or eve opmen con aalns any wetlands:- The appJlcanfverified this in a letter dated February 16, 2010 from wetlands expert Brian Trembeck of Lamoureux and Dickenson. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 4.05 of the South Burlington Land Development Regulations, the purpose of the R12 District is to encourage high -density residential use and planned unit developments shall be required. I:\Development Review Board\Findings_Decisions\2010\bullrock SD1007 ffd.doc #SD-10-07 This project conforms to the planned development patterns in the area and the stated purpose of the R12 District. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The open space areas have been planned in accordance with the original subdivision of the Planned Unit Development. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The South Burlington Fire Chief reviewed the proposed plans, and provided comments in a memo dated April 6, 2010. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The previously -approved public road will serve the proposed development. A sidewalk was previously -approved along the easterly side of the roadway. In addition, a 20' wide recreation path easement has been established along the southerly and easterly property boundary, connecting the Horizon Heights condominiums to the subject property. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The location and height of all proposed exterior lighting, as submitted, are acceptable. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). The proposed project is consistent with South Burlington's Comprehensive Plan and Land Development Regulations. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations any PUD shall require site plan approval Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. 4 (:\Development Review Board\Findings_Decisions\2010\bullrock SD1007 ffd.doc #SD-10-07 The proposed project accomplishes a desirable transition from structure to site and from structure to structure. Staff previously had some concerns about safe pedestrian movement through the parking lot. The applicant has addressed these concerns with sidewalks which servethe entrance to the building from both the street and the parking area, as well as improvements to the parking area which facilitate movement through the access aisles. There is also a break in the center island and a striped safe crosswalk area. According to Table 13-1 of the South Burlington Land Development Regulations, the proposed 100-unit congregate care facility will require 60 parking spaces (0.6 parking spaces per dwelling unit). The applicant is proposing to provide 60 parking spaces on site. According to Table 13-7 of the South Burlington Land Development Regulations, the proposed project will require three (3) handicapped -accessible parking spaces; four are currently depicted on the plans. Parking: (a) Parking shall be located to the rear or sides of buildings. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; (ii) The parking area will serve a single or two-family home; (iii) The lot has unique site conditions such as a utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street; (iv) The lot contains one or more existing buildings that are to be re -used and parking needs cannot be accommodated to the rear and sides of the existing building(s); or, (v) The principal use of the lot is for public recreation. (c) Where more than one building exists or is proposed on a lot, the total width of all proposed parking areas that are both to the side of a building and between the front lot line and the building line of the building on the lot that is closest to the public street shall not exceed one-half of the total building width of all buildings on the lot that are located adjacent to the public street. Buildings separated from the front lot line by parking approved pursuant to 14.06(C)(2)(b) shall be considered adjacent to the public street. Buildings separated from the front lot line by any other parking areas shall not be __--con&idered-adjacent-tath6,publrc-street:- -- --_ - __ --- - -- - (d) The DRB shall require that the majority of the parking on through lots and corner lots be located between the building(s) and the side yards or between the building and the front yard adjacent to the public street with the highest average daily volume of traffic. Where the rear yard of a lot abuts an Interstate or its interchanges, the majority of parking shall be located between the building and the side yards or between the building and the yard that is adjacent to the Interstate. The subject property is considered a corner lot. Subject to section (d) above, the DRB may allow parking between the building and the public street provided that the parking be located between the building and side yards. The parking on this lot is proposed to be what the Board has deemed a side yard and therefore in compliance with this regulation. 5 I:\Development Review Boa rd\Findings_Decisions\201Mullrock SD1007 ffd.doc #SD-10-07 Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. _ As already stated, the applicant has not requested a height wavier as part of this application. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted typical building elevations for multiple sides of the proposed buildings. The Board has reviewed these for consistence with this criterion and found them acceptable. Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant has submitted typical building elevations for the proposed buildings. The Board has reviewed these for consistence with this criterion and found them acceptable. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. - The proposed project is part of a larger residential planned unit development. It is not necessary to require any specific access easements at this time. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shalrbe located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. on I:\Development Review Board\Findings_Decisions\2010\bullrock_SD1007_ffd.doc #SD-10-07 All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). All dumpsters and solid waste facilities shall be accessible, secure, and screened to the satisfaction of the Development Review Board. A screened dumpster is shown on the plans. Landscaping and Screening Requirements Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking areas with twenty (28) or more parking spaces, at least ten percent (10%) of the interior of the parking area shall be landscaped with trees, shrubs, and other plants. At least one (1) major deciduous shade tree, whose caliper is equal to or greater than two and one-half (2.5) inches when measures six (6) inches above ground at the time of planting, shall be provided for every five (5) parking spaces. The applicant has submitted a landscaping plan in accordance with Sections 13.06(F) and 13.06(G) of the Land Development Regulations. The City Arborist has reviewed the plans and provided comments in a memo dated April 16. The minimum landscaping requirement, based on building costs, is $142,500, which is being met Pursuant to Section 13.06(B) of the South Burlington Land Development Regulations, adequate snow storage areas and a bicycle rack are shown. DECISION Motion by G 0C u / , seconded by fm L& to approve Final Plat Application SD-10-07 of the Bullrock Corporation, sub ect to the following conditions: 1. All previous approvals and stipulations shall remain in full effect except as amended herein. 2. This project shall be completed as shown on the plat submitted by the applicant and on file in the South Burlington Department of Planning and Zoning. 3. The size of the elevators in the proposed buildings shall be sufficient to hold a stretcher 4. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. 5. The applicant shall adhere to the comments of the South Burlington City Arborist per the memo dated April 16, 2010. 6. The applicant shall adhere to the comments of the South Burlington Water Department in a letter dated April 16, 2009. 11Development Review Board\Findings_Decisions\2010\bullrock_SD1007_ffd.doc #SD-10-07 7. Occupancy shall not take place in the proposed building until the applicant has obtained final water allocation approval from the South Burlington Water Department. 8. The applicant shall obtain final wastewater allocation prior to issuance of a zoning permit. 9. The applicant shall adhere to the comments of the South Burlington Public Works Director/City Engineer per the memo dated April 1, 2010. 10. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. 11. The applicant shall obtain a zoning permit within six (6) months pursuant to Section 17.04 of the Land Development Regulations or this approval is null and void. 12. The applicant shall adhere to the comments of the Fire Chief dated 4/6/2010. 13. All new exterior lighting shall consist of downcasting, shielded fixtures. Any change to approved lights shall require approval of the Administrative Officer prior to installation. 14. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the proposed building will generate 26 additional vehicle trip ends during the P.M. peak hour. 15. Prior to permit issuance, the applicant shall post a $142,500 landscaping bond. This bond shall remain in full effect for three (3) years to assure that the landscaping has taken root and has a good chance of survival. 16. The applicant shall obtain a Certificate of Occupancy from the Administrative Officer prior to occupancy of the building. 17. Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. 18. The- I al pla"p�an seel—of 6)sha11-be recor e in l"e laid-recor s wi hin-SO days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. Prior to recording the final plat plan, the applicant shall submit a copy of the survey plat in digital format. The format of the digital information shall require approval of the South Burlington GIS Coordinator. - Mark Behr — e nay/abstain/not present Matthew Birmingham — yea/nay/abstain of presen John Dinklage Say/abstain/not nay/abstain/not present Roger Farley — present Eric Knudsen — yea/nay/abstai not presen Gayle Quimby — enay/abstainnot I:\Development Review Boa rd\Findings_Decisions12010\bullrock SD1007 ffd.doc #SD-10-07 Bill Stuono ye nay/abstain/not present Motion carried by a vote of Signed this day of 2010, by John DinkTage, Chairman Please note: You have the right to appeal this decision to the Vermont Environmental Court, pursuant to 24 VSA 4471 and VRECP 5 in writing, within 30 days of the date this decision is issued. The fee is $225.00. If you fail to appeal this decision, your right to challenge this decision at some future time may be lost because you waited too long. You will be bound by the decision, pursuant to 24 VSA 4472 (d) (exclusivity of remedy; finality). I:\Development Review Boa rd\Findings_Decisions\2010\bullrock_SD1007_ffd.doc Y 1 q V, 64N,% southburlington October 20, 2010 PLANNING & ZONING Eric M. Knudsen Langrock Sperry & Wool, LLP P.O. Box 721 Burlington, VT 05402-0721 Re: Bullrock Corporation, 250 Quarry Hill Road, Final Plat # SD-10-07 Dear Mr. Knudsen: EXHIBIT Please be advised that the South Burlington Development Review Board at their meeting held on October 19, 2010 approved your request for a one (1) year extension to the expiration date of the site plan approval portion of the above referenced PUD dated April 20, 2010. Your client, Bullrock Corporation, has until October 20, 2011 in which to apply for a zoning permit to construct the approved assisted living facility. Should you have any questions regarding this matter, please feel free to contact me. W ]. Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com #SP-11-51 EXHIBIT CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING QUARRY HILL SENIOR LIVING, LLC SITE PLAN APPLICATION #SP-11-51 FINDINGS OF FACT AND DECISION Quarry Hill Senior Living, LLC, hereafter referred to as the applicant, is seeking site plan approval to construct a 100 unit assisted living facility, 250 Quarry Hill Road. Based on the plans and materials contained in the document file for this application, the Administrative Officer finds, concludes, and decides the following: FINDINGS OF FACT 1. The Applicant is seeking site plan approval to construct a 100 unit assisted living facility, 250 Quarry Hill Road. 2. The application was received on October 20, 2011. 3. This application is being reviewed by the Administrative Officer for approval pursuant to Section 14.09 (B) (2) of the So. Burlington Land Development Regulations (SBLDRs). The previous approval was #SD-10-07 within which the site plan review portion of the decision expired on October 20, 2011 and the subject application was submitted within six (6) months of this expiration. No changes to the previously approved plans are proposed. 4. The owner of record of the subject property is Quarry Hill Senior Living, LLC. 5. The subject property is located in the R 12 Zoning District. 6. The plans submitted consist of a seven (7) page set of plans, page one (1) entitled, "Lodge at Quarry Hill Assisted Living Facility 250 Quarry Hill Road South Burlington, VT", prepared by Lamoureux & Dickinson Consulting Engineers, Inc. dated November 2009, last revised on April 09, 2010. Zoning District & Dimensional Requirements No changes proposed. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations, any PUD shall require site plan approval Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: F:\USERS\Planning & Zoning\Development Review Board\Findings_Decisions\2011\SP_11_51_250QuarryHillSeniorLiving_ffd.doc #SP-11-51 The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas The proposed project accomplishes a desirable transition from structure to site and from structure to structure. There previously were some concerns about safe pedestrian movement through the parking lot. The applicant has addressed these concerns with sidewalks which serve the entrance to the building from both the street and the parking area, as well as improvements to the parking area which facilitate movement through the access aisles. There is also a break in the center island and a striped safe crosswalk area. According to Table 13-1 of the South Burlington Land Development Regulations, the proposed 100-unit congregate care facility will require 60 parking spaces (0.6 parking spaces per dwelling unit). The applicant is proposing to provide 60 parking spaces on site. According to Table 13-7 of the South Burlington Land Development Regulations, the proposed project will require three (3) handicapped -accessible parking spaces; four are currently depicted on the plans. Parking; (a) Parking shall be located to the rear or sides of buildings (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; (ii) The parking area will serve a single or two-family home; (iii) The lot has unique site conditions such as a utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street; (iv) The lot contains one or more existing buildings that are to be re -used and parking needs cannot be accommodated to the rear and sides of the existing building(s); or, (v) The principal use of the lot is for public recreation. (c) Where more than one building exists or is proposed on a lot, the total width of all proposed parking areas that are both to the side of a building and between the front lot line and the building line of the building on the lot that is closest to the public street shall not exceed one-half of the total building width of all buildings on the lot that are located adjacent to the public street. Buildings separated from the front lot line by parking approved pursuant to 14.06(C)(2)(b) shall be considered adjacent to the public street. Buildings separated from the front lot line by any other parking areas shall not be considered adjacent to the public street. (d) The DRB shall require that the majority of the parking on through lots and corner lots be located between the building(s) and the side yards or between the building and 2 FAUSERS\Planning & Zoning\Development Review Board\Findings_Decisions\2011 \SP_11_51_250QuarryHillSeniorLiving_ffd.doc #SP-11-51 the front yard adjacent to the public street with the highest average daily volume of traffic. Where the rear yard of a lot abuts an Interstate or its interchanges, the majority of parking shall be located between the building and the side yards or between the building and the yard that is adjacent to the Interstate. The subject property is considered a corner lot. Subject to section (d) above, the DRB may allow parking between the building and the public street provided that the parking is located between the building and side yards. The parking on this lot is proposed to be what the Board has deemed a side yard and therefore in compliance with this regulation. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings As already stated, the applicant has not requested a height wavier as part of this application. Newly installed utifity services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground, Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant submitted typical building elevations for multiple sides of the proposed buildings. The Board reviewed these for consistence with this criterion and found them acceptable. Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures The applicant submitted typical building ele vations for the proposed buildings. The Board reviewed these for consistence with this criterion and found them acceptable. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb FAUSERS\Planning & Zoning\Development Review Boa rd\Findings_Decisions\2011\SP_11_51_250QuarryHillSeniorLiving_ffd.doc #SP-11-51 cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve genera/ access and circulation in the area. The proposed project is part of a larger residential planned unit development. It is not necessary to require any specific access easements at this time. Electric, telephone and other wire -served utility lines and service connections shall be underground, Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and Properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). All dumpsters and solid waste facilities shall be accessible, secure, and screened to the satisfaction of the Development Review Board. A screened dumpster is shown on the plans. Landscaping and Screening Requirements Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking areas with twenty (28) or more parking spaces, at least ten percent (10%) of the interior of the parking area shall be landscaped with trees, shrubs, and other plants. At least one (1) major deciduous shade tree, whose caliper is equal to or greater than two and one-half (2.5) inches when measures six (6) inches above ground at the time of planting, shall be provided for every five (5) parking spaces. The applicant has submitted a landscaping plan in accordance with Sections 13.06(F) and 13.06(G) of the Land Development Regulations. The City Arborist has reviewed the plans and provided comments in a memo dated April 16. The minimum landscaping requirement, based on building costs, is $142,500, which is being met Pursuant to Section 13.06(B) of the South Burlington Land Development Regulations, adequate snow storage areas and a bicycle rack are shown. 4 FAUSERS\Planning & Zoning\Development Review Board\Findings_Decisions\2011 \SP_11_51_250QuarryHillSeniorLiving_ffd.doc #SP-11-51 DECISION Based on the above Findings of Fact, the Administrative Officer hereby approves site plan application #SP-11-51 of Quarry Hill Senior Living, LLC to construct a 100 unit assisted living facility, 250 Quarry Hill Road. 1. All previous approvals and stipulations shall remain in full effect except as amended herein. 2. This project shall be completed as shown on the plat submitted by the applicant and on file in the South Burlington Department of Planning and Zoning. 3. The size of the elevators in the proposed buildings shall be sufficient to hold a stretcher. 4. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. 5. The applicant shall adhere to the comments of the South Burlington City Arborist per the memo dated April 16, 2010. 6. The applicant shall adhere to the comments of the South Burlington Water Department in a letter dated April 16, 2009. 7. Occupancy shall not take place in the proposed building until the applicant has obtained final water allocation approval from the South Burlington Water Department. 8. The applicant shall obtain final wastewater allocation prior to issuance of a zoning permit. 9. The applicant shall adhere to the comments of the South Burlington Public Works Director/City Engineer per the memo dated April 1, 2010. 10. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. 11. The applicant shall obtain a zoning permit within six (6) months pursuant to Section 17.04 of the Land Development Regulations or this approval is null and void. 12. The applicant shall adhere to the comments of the Fire Chief dated 4/6/2010. 13. All new exterior lighting shall consist of downcasting, shielded fixtures. Any change to approved lights shall require approval of the Administrative Officer prior to installation. 5 FAUSERS\Planning & Zoning\Development Review Board\Findings_Decisions\2011 \SP_11 _51_250QuarryHillSeniorLiving_ffd.doc #SP-11-51 14. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the proposed building will generate 26 additional vehicle trip ends during the P.M. peak hour. 15. Prior to permit issuance, the applicant shall post a $142,500 landscaping bond. This bond shall remain in full effect for three (3) years to assure that the landscaping has taken root and has a good chance of survival. 16. The applicant shall obtain a zoning permit within six (6) months pursuant to Section 17.04 of the Land Development Regulations or this approval is null and void. 17. The applicant shall obtain a Certificate of Occupancy from the Administrative Officer prior to occupancy of the building. 18. Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. J# Signed this day of v�� 2011, by Raymond J. Belair Administrative Officer PLEASE NOTE: Pursuant to 24 VSA §4465, an interested person may appeal this decision by filing a Notice of Appeal with the secretary of the Development Review Board. This Notice of Appeal must be accompanied with a $233 filing fee and be filed within 15 days of the date of this decision. The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call 802.879.5676 to speak with the regional Permit Specialist. 6 FAUSERS\Planning & Zoning\Development Review Board\Findings_Decisions\2011\SP_11_51_250QuarryHillSeniorLiving_ffd.doc ARTICLE 14 SITE PLAN and CONDITIONAL USE REVIEW 14.o8 Integration of Procedures EXHIBIT �E aK A. General. There may be applications where the particular circumstances of a proposed development require compliance with other procedures in these regulations, such as conditional use permit review. In such cases, the Development Review Board shall integrate site plan review as required by this article with the other procedural and/or submission requirements. Such integration of procedures may require, upon mutual written consent of the Development Review Board and the applicant, reasonable modification of the time schedules otherwise stated in this article or in said related regulations or requirements. 14.og Administrative Review A. Authority. The Department of Planning and Zoning is hereby authorized to conduct administrative review and approval of site plan applications for principal permitted uses and conditional uses, as provided below. B. Determination of Eligibility. All determinations of eligibility for administrative review are subject to the discretion of the Director of Planning and Zoning. The Administrative Officer shall not approve administrative amendments to master plans, subdivisions, or variances. The Administrative Officer may review, approve, approve with conditions, or deny administrative amendments to site plans involving a principal permitted use, site plans involving an approved conditional use, and site plans of planned unit developments, if the proposed amendment meets one or more of the following criteria: (1) Relocation of site improvements and/or accessory structures that have been previously approved, provided that such relocations do not alter the approved coverage for the site. (2) Re -approval of plans if a permit issued by the Development Review Board has expired within the preceding six months and no changes or alterations of any kind are proposed, including those outlined in (4) below. (3) Approval of plans showing as -built adjustments beyond standard field adjustments, provided that such adjustments do not require the amendment of any condition of approval in the most recent findings of fact. (4) Minor alterations to an approved landscaping plan such as substitution of appropriate similar species or landscaping or hardscaping materials, provided that the total value of landscaping proposed in the amended plan is equal to or exceeds the amount approved by the Development Review Board. (5) An increase in building area and/or impervious coverage totaling less than five thousand (5,000) square feet or three percent (3%) of the overall site coverage, whichever is smaller. Applicants are advised that the cumulative total increase in building area and/or site coverage cumulatively permitted through all administrative amendments on any one lot shall not exceed five thousand (5,000) square feet or three percent (3%) of the overall site coverage, whichever is smaller. Development Review Board approval shall be required for any amendment exceeding these limits. (6) All coverage and other limitations pursuant to these regulations shall apply in determining whether an administrative amendment shall be approved. South Burlington Land Development Regulations Effective May 7, 2012 E EXHIBIT 119 -E- ! D D IN RE: QUARRY HILL SENIOR LIVING, LLC NOTICE OF APPEAL NOW COMES, Quarry Hill Senior Living, LLC, by and through its attorneys, Langrock Sperry & Wool, LLP, and hereby gives notice of appeal to the Development Review Board of the decision of the Administrative Officer dated September 4, 2012 (a copy of which is attached hereto). The address of the appellant is 145 Pine Haven Shores Road, Suite 1150, Shelburne, VT 05482. The appeal is taken with respect to property located at 250 Quarry Hill Road, South Burlington. The regulatory provisions applicable to the appeal are Section 14.09 of the Land Development Regulations. Appellant requests that the Development Review Board overturn the decision of the Administrative Officer and determine that the application submitted by appellant was approved by operation of law pursuant to 24 V.S.A. § 4448(d) on the basis that a complete application was submitted by appellant on or about April 18, 2012 and the Administrative Officer failed to act within thirty (30) days of said application. DATED at Burlington, Vermont this 14th day of September, 2012. LANGROCK SPERRY & WOOL, LLP Eric M. Knudsen P.O. Box 721, 210 College Street Burlington, VT 05402 (802)864-0217 eknudsen@langrock.com Attorneys for Appellant Quarry Hill Senior Living, LLC LANGROCK SPERRY & WOOL LLP 11581395.1 Southb, to. PLANNING $i TONING Application #AO - 6 - /) (otroo use only) NOTICE OF APPEAL All iriforination requested below most be completed in: full. Fai4vo to .provide the requested information on.this notice will result inrejedtion of your application and May in the review of the appeal before the Development Review Board. .1 updorstand: .• the *presentation procedutes required by.S*te Law (Suction 4468 of the Planning & Development Act), . • that.the-Developmem Revio* Board holds regular rneetings twice a month; • that s: legal ndyertisement i ust appea a rriinii' utiri Hof fif sn (1.5) days. prier to the heaxing on my appeeal.. b • I agree to pay the required fee to offset -the cost of the hear4ig-on my appeal:. . 0 0 Ij NA -Mt AND ADDRESS OF APPELLANT($).. Quarry Hill Senior Living; LLC, 145 Pine Haven Shores Road, Suite 1150, Shelburne, VT 05482. 1a)1 NIAITy ADDRESS OF AFPEL ANT(St)i eknudgen@a Ubgrook.cam 2) LQlCA'1r QX-AN *B:WZP DESCRIPT100—:10F PROPERTY AT ISSUE IN THIS APPEAL: See attached lVW-ica•-0..Appo4l 3) WHAT ACTION OF-4 M:-AD1' OS— TRAT M OFFICER ARE YOU APPEALIN(;? See: atfached,NAtlm of `Appepj 4 :W)RA T PI ON ION$ QET E I,A'NO �T'V'E�,bPit�El`T`Y' REGULATIONS ARE AA0PLI0A-BLt*T-6 THIS A. APPEAL, IF ANY? See attached lllotice ofAppeed. 5) W 1"--'T' REL F DO YOU WANT THE DEVELOPM9NT 'REVIF,WW IOOARD TO GgANX'? See- attached Notice of Appeal. 575 Dorset SOW South Surllnoton, VT 95-403 te! 802.846:4106 tax 602,846.4101 www.sburl.com 0 8 I El G) WHY DO YOU BELIEVE THAT ME RELIEF REQUESTED W NUMBER 5, ABOVE, IS PROPEL UNDER T14E CIRCUMSTANCES? See. attached Notice of Appeal. NOTE: NOTIFICATION of Ax?3OINING PROPERTY OWN-- 9R$.- Notification of adjouting pr pert .c�v�mers, �a aoGoxdwp wxtli 24 V S.A §4464(a) ohd Seotion 1?»Q.6(B) o f the South Burlington Land I velaRin�ttt liepulatgans, is xesponsibility. ofthe > �peilant Mi ter cleeixiing a request complete; t Adix t7aist�.tive Ut�iiki wijl provide the appellant with tlx t eet;> agendas. or p lic Bearing notice a d sample 4er ifl�t6 of iirvt a Tlie Sw®rci cot r e to of services be:ieturi�exl to tbe: City prior to4tke startof axty publie'hWing. I hereb 4e : that all the in.forg iationxeguested as art:of this notice off appeal has been submitted and Y: is acaurate to the best6f-M9 krioWlCdgo. Sx U NT l A r istrativ® 066e ate The: r iplicant or permittee retarns the c�bdi attott to iderit y, appjyflor, tnd o t in relevant state per»iits for this Project. Call (80) 879. -:506 to speak wiih, the regtonat P v*ii pecia #t. 2 Appeal Form. Rev. 1-011 EXHIBIT l'8',' �1 www.olfFiePpapervt.i om' •' Tf ei'OA ier ONT •emental ie for Tax District, ington Vermont Eco- I (VEPC) will to begin con - on submitted ington to uti- nunicipal and avenues to fi- nfrastructure operty devel- Increment Fi- !stablished by on on August to comment this applica- made: In per- t from 11:30 ill, 575 Dorset 3se arrive be- 30 a.m. to sign ng a written !r 16, 2012 VG TY COUNCIL y Council will n the South arence Room, h Burlington, ,2012at6:00 )wing: n #IZ-12-13 of 1 a previously development q. ft. building ft. of general welling units, :ached acces- eneral office nsists of con - detached ac- (2) dwelling accessory use, Interim zoning application #IZ-12-14 of Pizzagalli Properties, LLC for a planned unit development consisting of: 1) raz- ing an existing 48 room motel (Liberty Inn & Suites) consisting of three (3) buildings on two (2) parcels, 2) con- structing a 3-story 32,000 sq. ft. gen- eral office building on the northerly parcel, and 3) constructing a 133 park- ing space lot on the southerly parcel, 462 Shelburne Road. Rosanne Greco, Chair South Burlington City Council Copies of the applications are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent ap- peal October 18, 2012 PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hear- ing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Novem- ber 6, 2012 at 7:00 P.M. to consider the following: Appeal #AO-12-03 of Quarry Hill Senior Living, LLC appealing the decision of the Administrative Officer to deny site plan application #SP-12-41 to amend a previously approved plan for a 100 unit assisted living facility, 250 Quarry Hill Road. Preliminary & final plat application #SD-12-23 of Dorset Street Associates, LLC to amend a previously approved planned unit development consisting of: 1) 59 single family lots, and 2) 90 single family dwellings. The amend- ment consists of relocating 12 dwell- ing units, 1530 Dorset Street. Final plat application #SD-12-24 of South Burlington Realty, LLC to amend a previously approved planned unit development to: 1) raze an existing building, and 2) construct a 1,400 sq. ft. general office building. The amend- ment consists of widening the access drive, 2004 Williston Road Mark Behr, Chairman South Burlington Development Re- view Board Copies of the applications are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent ap- peal. October 18, 2012 Burlington with her husband, Bill. "We are truly lucky to have Karen Whitby join us here at Keller Wil- liams Green Mountain Properties," says team leader Brian Armstrong. "Keller Williams Realty offers its associates unparalleled career growth and learning opportunities in the real estate indus- try. We know that Karen will be a great fit and we are excited that she has chosen our office to hang her license.." "I chose Keller Williams Realty because of its reputation for integ- rity and its Agent -centric business model," says Karen. "I want to continue to grow my real estate business and assist my clients uti- lizing all resources possible. Keller Williams Realty provides the training and technology that will help me reach my goals." SOURCE: KELLER WILLIAMS GREEN MOUNTAIN PROPERTIES TAG SALE GARAGE SALE: Saturday, October 20, 8 a.m. 2 p.m. and Sunday, Oc- tober 21, 10 a.m. 2 p.m.. 29 Floral Street, SB (Dorset Farms develop- ment). Furniture, lamps, rugs, kitchen and household items, holi- day decorations, knick-knacks, Legos, toys, estate -type treasures, working washer/ dryer set. GARAGE SALE: Saturday, October 20, 8 a.m.-3 p.m., Dorset Park, 9 Lupine Lane. Baby and toddler items, household & misc. LOST CAT MISSING: We live in Mayfair Park and our gray cat has been missing for a couple of weeks. Male, short -haired, 9 years old, all gray with patches of white under his neck and belly, green eyes and very vocal. He is most distin- guished by his half tail. Contact us at 951-1946 or e-mail jpk_vt@yahoo.com with informa- tion. (10/18) FOUND WHITE IPOD: We found a white iPod, 8gb with a cracked screen near the soccer fields at Dorset park on October 1st. Call or email with the access code to verify. Derek.poirier@comcast.net or 355- 6751.(10/11) WANTED SEEKING MEMBERS OF THE CLASS OF 2002: South Burlington High School's Class of '02 10-Year Reunion will be held on Friday, No- vember 23, 2012 from 7:30-10:30 at Red Square in Burlington. The event will be $5 cash a the door. Due to limited space at the venue, only CUue rll_ ... ..0 nnn'l .......1..,.a�...,.,. _.._ searching for the fol on Facebook: So. Bu School Class of '02 union. (10/11) BABY ITEMS: In nei ing baby items from smoking home. 1) l by -side stroller, 2 Plays, 3) Full size cr sides (not fold d Contact jldepalm@l 999-5971 if you hai above items that you in selling. (10/ 11) CHAMPLAIN VALLE CERTIFICATE. Som( Grange members ii Have one you woul( Call meat 497-0865 ( 11111t0:l0! National Geographi dated 1965 to 1971 ( tinuously. Plus 6 me sues dated 2011 & 21 (10/18) FOR SAL CLARINET: Used Buf. sale. Pads are excell case, cork grease, cloth. Just appraise( Music, worth $300+. offer. 862-3531 (10/ 1 COSTUMES: Disney Wonderland Costul Disney Store Micke, tume with hood -ea: teen tails XXS. $20; N costume with ear 1. 6X. $20; DisneyXS B costume with light u Disney Jasmine cos 8. $20; Rubies Spai dress. 7-8. $30; LegA Corn witch costum( IT - F SINCE Langrock Sperry & Wool, LLP 1960 ATTORNEYS AT LAW Peter F. Langrock Mark L. Sperry Michael W. Wool Ellen Mercer Fallon October 30, 2012 VIA EMAIL William B. Miller, Jr. Thomas Z. Carlson Christopher L. Davis Susan M. Murray James W. Swift Alison J. Bell Emily J. Joselson Mitchell L. Pearl Kevin E. Brown Frank H. "Fritz" Langrock F. Rendol Barlow Devin McLaughlin Lisa B. Shelkrot Eric M. Knudsen David W. M. Conard Sarah Gentry Tischler Wanda I. Otero Raymond Belair Amanda Lafferty, Esq. Administrative Officer Stitzel, Page & Fletcher South Burlington Planning & Zoning P.O. Box 1507 575 Dorset Street Burlington, VT 05402-1507 South Burlington, VT 05403 Erin Miller Heins Hobart F. Popick Cara L. Cookson Michele B. Patton RECEIVED OCT 3 '1 2012 City of So. Burlington Re: Quarry Hill Senior Living, LLC, 250 Quarry Hill Road, South Burlington, Site Plan Application # SP-12-41 — Appeal of Findings of Fact and Decision of Administrative Officer dated September 4, 2012 - Request for Postponement of DRB Hearing Scheduled for November 6, 2012 Dear Ray and Amanda: I understand the above appeal is scheduled for a hearing before the DRB on November 6, 2012. As you know, there is also a site plan application pending seeking re -approval from the Development Review Board. This application was submitted by Andy Thomas with his letter to Ray dated 9/24/12, and is the subject of a letter from Eric Knudsen to Ray dated October 1, 2012, a copy of which is attached. At this point, I am not sure when this application for re -approval is scheduled for hearing, but I am assuming it will be at the next DRB hearing, which is around November 20, 2012. As you know, I have been trying to schedule a meeting between Eric Knudsen, myself, our clients and the two of you to discuss potential resolutions to these matters. Yesterday I received an email from Amanda suggesting November 6, which happens also to be the date of the DRB hearing on the appeal. We would like to keep this meeting date with the two of you, and I would appreciate Amanda suggesting a time. How about around 10:00 either at Ray's office or Amanda's? In light of the above, we do not think it makes sense to schedule our meeting the same day as the DRB hearing on the appeal, and therefore Quarry Hill requests that the hearing on the appeal be rescheduled to coincide with the hearing on the application seeking re -approval. Please let me know if that would be agreeable with the City. REPLY TO: Burlington Office - WEBSITE: www.langrock.com - EMAIL: attorneys@langrock.com MIDDLEBURY: I I I S. Pleasant Street, P.O. Drawer 351, Middlebury, VT 05 753 -0351 - (802) 388.6356 - Fax: (802) 388-6149 BURLINGTON: 210 College Street, P.O. Box 721, Burlington, VT 05402-0721 - (802) 864-0217 - Fax: (802) 864-0137 A Limited Liability Partnership Including a Professional Corporation Raymond Belair October 30, 2012 Page 2 Sincerely yours, / &A4 Mark L. Sperry msperry@langrock. om MLS:Iab cc: Gregg Beldock (via email) 584713.v1 a �oYEARS Langrock Sperry & W001, LLP OE SERVICE ATTORNEYS AT LAW Peter F. Langrock William B. Miller, Jr. Thomas Z. Carlson Mark L. Sperry Christopher L. Davis Susan M. Murray Michael W. Wool James W. Swift Alison J. Bell Ellen Mercer Fallon Emily J. Joselson Mitchell L. Pearl VIA ELECTRONIC MAIL AND U.S. MAIL October 1, 2012 Raymond Belair Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Kevin E. Brown Erin Miller Heins Frank H. "Fritz" Langrock Hobart F. Popick F. Rendol Barlow Devin McLaughlin Lisa B. Shelkrot Eric M. Knudsen David W. M. Conard Cara L. Cookson Sarah Gentry Tischler Michele B. Patton Wanda I. Otero Alexia Venafra Re: Quarry Hill Senior Living, LLC, 250 Quarry Hill Road, South Burlington Dear Ray: As you know, a site plan application was submitted last week by Quarry Hill Senior Living, LLC seeking re -approval from the Development Review Board of the site plan that the City alleges expired on April 28, 2012 (which is contested by the applicant and is the subject of a pending appeal to the DRB). This application has been submitted in accordance with Article IV, section F(2) of the Interim Zoning Bylaw for re -approval of a plan that has expired within the preceding six (6) months. As a complete application has been submitted, please warn this for hearing by the Development Review Board prior to October 28, 2012 to allow it to be approved in accordance with the Interim Zoning Bylaw. Please contact me with any questions. Thank you. Very truly yours, Eric M. Knudsen eknudsen@langrock.com EMK:erl Enclosures c: Gregg Beldock. (via e-mail) 582549 REPLY TO: Burlington Office - WEBSITE: www.langrock.com - EMAIL: attorneys@langrock.com MIDDLEBURY: 1IIS. Pleasant Street, P.O. Drawer 351, Middlebury, VT 05753-0351 - (802) 388-6356 -Fax: (802) 388-6149 BURLINGTON: 210 College Street, P.O. Box 721, Burlington, VT 05402-0721 - (802) 864-0217 -Fax: (802) 864-0137 A Limited Liability Partnership Including a Professional Corporation STITZEL, PAGE & FLETCHER, P.C. STEVEN F. STITZEL PATTI R. PAGE ROBERT E. FLETCHER JOSEPH S. McLEAN AMANDA S. E. LAFFERTY JOHN H. KLESCH DINA L. ATWOOD City of South Burlington Development Review Board 575 Dorset Street South Burlington, VT 05403 ATTORNEYS AT LAW 171 BATTERY STREET P.O. BOX 1507 BURLINGTON, VERMONT 05402-1507 TELEPHONE (802 660-2555) FAX (802 660-2552) W W W.FIRMSPF.COM ALAFFERTY(a),FIRMSPF.COM January 9, 2013 Re: Quarry Hill Senior Living Site Plan Dear Development Review Board Members: DAVID W. RUGH* ERIC G. DERRY** DIANE M. SHERMAN -(ALSO ADMITTED IN MD) **(ALSO ADMITTED IN NH) We are writing in connection with the above -referenced matter. The Administrative Officer denied an application for approval of an administrative amendment to a site plan of a planned unit development as permitted under Section 14.09(B)(1) of the Land Development Regulations ("LDR). Applicant has appealed to the Development Review Board ("DRB"). The Quarry Hill Senior Living project was approved as part of a planned unit development by written decision dated April 20, 2010, of the DRB approving the final plat. This approval contained, in relevant part, a condition requiring that applicant "obtain a zoning permit within six (6) months pursuant to Section 17.04 of the Land Development Regulations or this approval is null and void." In October 2010, the DRB granted a one year extension, such that applicant was required to obtain a zoning permit no later than October 20, 2011. By written decision dated October 27, 2011, the Administrative Officer reapproved the site plan pursuant to his authority in section 14.09(B)(2). This approval also contained a condition requiring that applicant "obtain a zoning permit within six (6) months pursuant to Section 17.04 of the Land Development Regulations or this approval is null and void." In April 2012, Applicant began submitting application materials for approval of an administrative amendment under Section 14.09(B)(1) of the LDR. However, based upon the applicant's failure to obtain a zoning permit by April 27, 2012, the Administrative Officer determined that the site plan approval had become null and void and that the LDR do not permit the administrative approval of modifications to a site plan for which there is no valid approval. As a result, the Administrative Officer denied applicant's application for an administrative amendment under Section 14.09(B)(1). City of South Burlington Development Review Board January 9, 2013 Page 2 The Administrative Officer shall administer the bylaws literally and shall not have the power to permit any land development that is not in conformance with those bylaws. 24 V.S.A. section 4448(a); see also the LDR, Section 17.01(A). With few exceptions, the Administrative Officer does not make decisions that require the exercise of discretion. On the other hand, the DRB, in performing its development review functions, routinely exercises discretion. See 24 V.S.A. section 4460(e); see also for example, the LDR, Sections 14.10(E), 15.18. Applicant submits evidence in support of its argument that the Administrative Officer's October 27, 2011, reapproval of the subject site plan has not expired because there is a reasonable amount of objective evidence of intent to pursue the furtherance of the project for which the site plan had been granted. See the LDR, Section 17.04(B). The determination as to whether an applicant has demonstrated this standard such that an approval has not expired is not assigned to the Administrative Officer. For these reasons, it is our opinion that the DRB has authority to consider Applicant's argument under Section 17.04(B). In addition, it is our opinion that, if the Applicant demonstrates a reasonable amount of objective evidence of intent to pursue the furtherance of the Quarry Hill Senior Living project, then the DRB must conclude that the site plan approval for the project has not expired. If the DRB determines that Applicant has presented a reasonable amount of objective evidence of intent to pursue the furtherance of the project, such that the site plan reapproval remains in effect, then the DRB proceeds to review the proposed site plan amendment'. Regarding procedure, there is no reason to bifurcate the hearing. The DRB may hear all the evidence submitted by the applicant regarding both the intent to pursue the furtherance of the project and the merits of the proposed site plan amendment, close the hearing, deliberate and issue a written decision. We hope this letter is responsive to any questions that you may have. Please feel free to call with any additional questions. Thank you. Sincerely, i,�+✓vvt �cfv�� cx...� . Amanda S. E. Lafferty sonl3.002 quarry hill site plan.opn Even if the DRB concludes that the site plan approval did expire, the DRB could review the proposed site plan amendment and state whether there are any reasons to deny the proposed amendment. G is � - r. O 'O 3 LO `O LO N N — O N 00 > LL a- C:) N d 0 t 7 N O N N 10 N C� N O N co CL CD u C a L t C uj u N c O M • L m O cn J L a CY Andrew Thomas Bullrock Corporation 145 Pine Haven Shores Rd. Shelburne, VT 05482 Mr. Ray Belair, Zoning Administrator I " City of South Burlington Zoning Administrator 575 Dorset St. South Burlington, VT 05403 12/20/2012 Dear Ray, Enclosed you will find revised Site Plan Sheet 1 -und Landscaping Plan Sheet 2 for Site Plan review for the Quarry Hill Senior Living Project. The intent is for these documents to be incorporated with the information already in your office for application SP-12-41. • List of Application Supporting Documents o Lamoureux & Dickinson Sheets 1-2 (5_ full size copies, one 11 "x17" reduced copy and digital CD) Please contact me if you need additional information or have further questions. RECEIVED DEC 212012 City of So. Burlington Sinter , Andrew Thomas BuIDrock Corporation t Nntr NOTES: 1. LOCATIONS OF PROPOSED UTILITIES AND STREET TREES ALONG QUARRY HILL ROAD OBTAINED FROM QUARRY HILL SUBDIVISION PLANS BY LLEWELLYN-HOWLEY INC., DATED \\ \ / // / \ �� \ OT►1� 10-25-07 AND LAST REVISED 11-01-09. 2. BOUNDARY INFORMATION WAS TAKEN FROM A PLAT ENi1TLED'QUARRYHZLL SUBDIVISION', BY BUTTON NORTHEAST QUARRY, LLC \ '¢TIP' Q \ / / _ PROFESSIONAL LAND SURVEYORS, PC, DATED 1 ELEVATIONS (CATKIN PARCEL #1) \ \ ` _ 3. EXISTING QUARRY HILL STORM SYSTEM INVERT ELEVATIONS RIM-EXISTINGsEwER NN 1 ARE ROM ELLYN- OWL YINSITE PLANS - QUARRY HILL ROAD BY \ \\ R�-NO3 1 LLEWELLYN-HOWLEY INC., DATED10-01-10. \ / \ NV.O -3078 NEW ELECTRN;ALIfETEPHONEI � / IF \ \ T INV. (X1T = 350.1 CABLE UTILITY PAD \ _Sr�O� � \ - NO 357.08 CATCH BASIN \ NEW CATCH BASIN F He"O) RIM NEWSRIM M INV. 0.e 3811.5 12PN.IN350.9 rAlsPE INV. N-35.0 NEW LEDGE FACES SHALL BE SLOPED AT 1 H:10V. fir PE INV. OUT -351.8 w+o \ NSTALL48•HIGH PERMANENT SAFETY FENCING AT THE TOOK HERE GREATER VERTHAN 4 AL HEIGHT IS \ \ •+,..,�� / \ / EWAL TO OR GREATER TNN 48"(T1'P) i / I NEW CATCH BASN A (4C 0) RIM -3585 IFPE INV. N - 353.0 Nr PE W. OUT- 3528 I I/ I/I NEW STEEL BEAM GUARDRAIL LOCATION ---- . AND LENGTH TO BE DETERMINED IN THE I ' FIELD AFTER GRADING IS COMPLETED CUPOLA GOLF ) ;' COURSE, INC. (QHC Lot #3) RCATCH BASIN B (36'� - RIM = 12' PE INV. OUT - 353.5 12' INN. / I EXISTING UTILITY POLE AND OVERHEAD WINES TO BE REMOVED .. / \ S / \ NEW CATCH BASIN G (36'0) RIM -35LD NORTHEAST QUARRY, LLC 1e• PE INV. our-35as (LARKIN PARCEL #1) \ \ EXISTING ELECTRICAL/ TELEPHONE/ \ \ _ CABLE UTILITY PAD TO BE RELOCATED LOCUS FRONTAGE ALONG OUARRY HLL RD IS ENCUMBERED BY THE FOLUDWNG "ISTNG EASEMENTS: 1 A S FT STREET RANTING EASEMENT TO IRE CRY OF SOUTH NTS - A�10 LWATER ' 1 nro \ \ t FT MAIN EASEMENT TO THE CRY OF SOUTH A15FNGTOPC LEGEND / \ \ TTUTILITY EASE MENTTOGREENIAOUNTAINPOWER•ANQ 4. A 10 FT UTILITY NETO GREI]7 MXNI NTAIN POWER CENTERED ON THEHE LINES. 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Shelburne, VT 05482 Mr. Ray Belair, Zoning Administrator City of South Burlington Zoning Administrator 575 Dorset St. South Burlington, VT 05403 7/26/2012 Irk The bullet points below are intended to identify the areas of the Lodge at Quarry Hill project which are being adjusted in the revised site plan application. No Change • Height • Use • Parking • Traffic • Equipment Locations Proposed Changes to Site Plan Approval • Lot lines and overall site square footage changing because of ROW width on Quarry Hill Road Changing from 60' to 55' • Lot Size o Prior 118,172 sf; New 121,727 sf • Lot Coverage o Prior 48.8%; New 50.4% • Building Coverage o Prior 23.5%; New 22.5% Andrew Thomas • Front Yard Coverage o Prior Unknown; New 11.1% • Landscaping o Prior $142,5o5; New $143,82o • Exterior Facade o Similar materials, change in reveals and color • Building Footprint o Prior 27,000 sf, New 27,200 sf • Building Location o Moved slightly to south and east • Front Yard Setback o Prior 35'; New 36' 2* Andrew Thomas • List of Application Supporting Documents o Lamoureux & Dickinson Sheets 1-6 (3 full size copies and one 11 "x17" reduced copy) o Lamoureux & Dickinson Light Grid (411 "x17" copies) o Lamoureus & Dickinson Landscape Estimate of Probable Cost (dated April 1 g,2012) 0 o Wiemann Lamphere Elevation View/Visual Impact Perspective (3 full size copies and one 11'X17" reduced copy Please contact me if you need additional information or have further questions. Sinc ely, Andrew Thomas Bullrock Corporation v�AJ 3 Page 1 of 2 ray From: Paul Conner Sent: Wednesday, January 02, 2013 1:47 PM To: ray; Cathyann LaRose Subject: FW: Quarry Hill Paul Conner, AICP, MCIP Director of Planning & Zoning City of South Burlington South Burlington, VT 05403 pconner@sburl.com www.sburi.com (802) 846-4106 From: Amanda Lafferty [mailto:ALafferty@firmspf.com] Sent: Wednesday, January 02, 2013 1:50 PM To: Paul Conner Subject: FW: Quarry Hill Paul, Mark Sperry confirmed that the below email could be considered a request to continue the appeal/application until January 15, 2013. He also asked that I note in his letter dated December 27, 2012, that he states his understanding that "[ijf the Board finds that there is a reasonable amount of objective evidence, the Board would then proceed to consideration of the revised set of site plans filed on December 21, 2012." 1 told him that if there were any questions, that the City Staff would contact Andy Thomas. Please let me know if there are any questions. Amanda Amanda S. E. Lafferty, Esq. Stitzel, Page & Fletcher, P.C. 171 Battery Street P.O. Box 1507 Burlington, VT 05402 Telephone: 802-660-2555 Fax: 802-660-2552 Website: www.firmspf.com This Electronic Mail transmission and any accompanying documents contain information belonging to the sender which are CONFIDENTIAL and legally PRIVILEGED. This information is intended only for the use of the individual or entity to whom this transmission was addressed, as indicated above. If you are not the intended recipient, any disclosure, copying, distribution, or action taken in reliance on the contents of the information in this transmission is strictly prohibited. If you have received this transmission in error, please reply to the sender at 802-660- 2555 or the above e-mail address and delete this message and all attachments from your storage files. Thank you. From: Lisa Brunet [mailto:LBrunet@langrock.com] On Behalf Of Mark L. Sperry Sent: Wednesday, January 02, 2013 1:30 PM To: Amanda Lafferty Cc: Eric M. Knudsen; Michael W. Wool; andy@bullrockcorp.com; gregg@bullrockcorp.com Subject: Quarry Hill Amanda, To confirm our conversation this morning, Quarry Hill is fine with postponing tonight's hearing until the 1 /2/2013 Page 2 of 2 January 15 date, so that the Section 17.04(B) intent issue and the hearing on the revised plans can be heard all at once (rather than coming tonight for the Section 17.04(B) issue, and then coming back on the revised plans). This would give Ray a chance to prepare a staff report. After you have talked with Paul and/or Ray, please let me know as soon as possible if the City is okay with this, as I need to tell people whether or not to come tonight. Mark Mark L. Sperry, Esq. Langrock Sperry & Wool, LLP PO Box 721 Burlington, VT 05402-0721 Phone: 802.864.0217 Fax: 802.864.0137 msperry(iNangrock. corn www.lanLyrock.com TTMERITAS tAW 114MSWORLiWIDI This e-mail may contain privileged and confidential information, and is intended solely for the use of those to whom it is addressed. If you are not an intended recipient, please delete this message, destroy all copies, and notify us as soon as possible. If you are the intended recipient, please note that email is not a secure method of communication, and you may choose to communicate with us by other means. In accordance with IRS Circular 230, we inform you that any tax advice contained in this communication was not written or intended to be used, and cannot be used, for the purpose of avoiding penalties under the Internal Revenue Code, or promoting, marketing or recommending to another person any transaction or matter addressed in this communication. 1/2/2013 Paul Conner From: Lisa Brunet <LBrunet@langrock.com> on behalf of Mark L. Sperry <MSperry@langrock.com> Sent: Tuesday, November 06, 2012 4:07 PM To: Paul Conner Cc: ray; Andrew Thomas; gregg@bullrockcorp.com; Eric M. Knudsen; Michael W. Wool Subject: Quarry Hill Paul, Per our conversation just now and my earlier conversation with Ray, Quarry Hill has no objection to the DRB postponing the hearing scheduled for tonight and the one scheduled for November 20 to the December 4 DRB meeting. Mark Mark L. Sperry, Esq. Langrock Sperry & Wool, LLP PO Box 721 Burlington, VT 05402-0721 Phone: 802.864.0217 h'ax: 802.864.0137 msnerrv(&,lanLYrock. com www.langrock.com T' PVIER[TAS 1 � C This e-mail may contain privileged and confidential information, and is intended solely for the use of those to whom it is addressed. If you are not an intended recipient, please delete this message, destroy all copies, and notify us as soon as possible. If you are the intended recipient, please note that email is not a secure method of communication, and you may choose to communicate with us by other means. In accordance with IRS Circular 230, we inform you that any tax advice contained in this communication was not written or intended to be used, and cannot be used, for the purpose of avoiding penalties under the Internal Revenue Code, or promoting, marketing or recommending to another person any transaction or matter addressed in this communication. Page 1 of 2 ray From: Sent: To: Cc: Lisa Brunet [LBrunet@langrock.com] on behalf of Mark L. Sperry [MSperry@langrock.com] Wednesday, October 31, 2012 11:42 AM ray alafferty@firmspf.com; gregg@bullrockcorp.com-, Eric M. Knudsen; Andrew Thomas Subject: RE: Quarry Hill Senior Living, LLC 250 Quarry Hill Road, South Burlington - Request for Postponement of DRB Hearing 11/6/12 Ray, Thanks for your email of this morning Pursuant to our conversation just now, since we are number 12 on the agenda, and I understand the Board routinely grants postponement requests, I do not plan on attending the hearing. However, if the Board should decide to decline the postponement request and go forward with the hearing, I live only minutes away, and I will come to the hearing immediately on behalf of Quarry Hill. You will call me at home so that I can do so. My phone number is 863-5041. Thanks Mark Mark L. Sperry, Esq. Langrock Sperry & Wool, LLP PO Box 721 Burlington, V'1' 05402-0721 Phone: 802.864.0217 Fax: 802.864.0137 msperty@langrock.com www.langrock.com i i MERIT"AS From: ray [mailto:rbelair@sburl.com] Sent: Wednesday, October 31, 2012 9:30 AM To: Mark L. Sperry; alafferty@firmspf.com Cc: gregg@bullrockcorp.com; Andrew Thomas; Eric M. Knudsen Subject: RE: Quarry Hill Senior Living, LLC 250 Quarry Hill Road, South Burlington - Request for Postponement of DRB Hearing 11/6/12 Hi Mark, Your request for a continuation of the appeal hearing will be provided the DRB at their Nov. 61h meeting. Please note that it is up to the Board as to which meeting they will continue the appeal to which may or may not be November 20. Ray Belair Administrative Officer 10/31/2012 Page 2 of 2 City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com From: Lisa Brunet [mailto:LBrunet@langrock.com] On Behalf Of Mark L. Sperry Sent: Tuesday, October 30, 2012 3:16 PM To: ray; alafferty@firmspf.com Cc: gregg@bullrockcorp.com; Andrew Thomas; Eric M. Knudsen Subject: Quarry Hill Senior Living, LLC 250 Quarry Hill Road, South Burlington - Request for Postponement of DRB Hearing 11/6/12 Mr. Belair and Attorney Lafferty, Attached please find a letter from Mark Sperry regarding the above property. Please feel free to contact Mark with any questions. Lisa Brunet, Legal Assistant Langrock Sperry & Wool, LLP PO Box 721 Burlington, VT 05402-0721 Phone: 802.864.0217 Fax: 802.864.0137 lbrunet@langrock.com www.langrock.com MERITAS This e-mail may contain privileged and confidential information, and is intended solely for the use of those to whom it is addressed. If you are not an intended recipient, please delete this message, destroy all copies, and notify us as soon as possible. If you are the intended recipient, please note that email is not a secure method of communication, and you may choose to communicate with us by other means. In accordance with IRS Circular 230, we inform you that any tax advice contained in this communication was not written or intended to be used, and cannot be used, for the purpose of avoiding penalties under the Internal Revenue Code, or promoting, marketing or recommending to another person any transaction or matter addressed in this communication. 10/31 /2012 CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this Nineteenth_ day of _October , 2012, a copy of the foregoing public notice for _Appeal of Administrative Officer Decision [type of application] #_AO-12-03 [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) William & Miriam Oakes Sandra & John Dooley Francie Mason 48 East Terrace 44 East Terrace 40 East Terrace South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 054 Marie Mackin & Ernest E Lowder Ralph Deslauriers Christina & James Smul 42 East Terrace 46 East Terrace 4 Sebring Road South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 054 Melaina Rosner Wouter & Julie Nunnick John & Ruth Goodrich 56 East Terrace 58 East Terrace 60 East Terrace South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 054 Kevin E & Margaret D Sleeper Cupola Golf Course Inc Hiltrault Damm 66 East Terrace 270 Quarry Hill Road 43 East Terrace Road South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 054 Burlington Country Club Leonie B Nelson Horizon Heights Condo 239 Spear Street 22 Quarry Hill Road c/o Bill Marks South Burlington, VT 05403 South Burlington, VT 05403 P.O. Box 1553 Burlington, Vermont 054 Timothy Taylor 89-2 Realty, Co. LLC Burlington Tennis Club 38 East Terrace 165 East 72nd Street: #20 C P.O. Box 143 South Burlington, VT 05403 New York, NY 10021 Burlington, Vermont 054 South Burlington Sample Certificate of Service Form. Rev. 1-2012 I-' r-Dkl_A- .com day of dY, Andrew Devost Anthony & Kay Martello Quingbin & Yau Wang 340 Spear Street 114 Shepard St 72 East Terrace South Burlington, VT 05403 Winooski, VT 05404 South Burlington, VT Or City of South Burlington 575 Dorset Street South Burlington, VT 05403 Dated at _Shelburne October , 2012 State of Vermont Agency of Transportation 133 State St Montpelier, VT 05633 (town/city], Vermont, this 19th Printed Name: Andrew Thomas Phone number and email: (802) 999-3377- Signature: Date: Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 11pa) l it C� /1j51�h Michael Dunne 154 Gardenside Lane Shelburne, VT 05482 / /I 61 /�� South Burlington Sample Certificate of Service Form. Rev. 1-2012 V IN RE: QUARRY HILL SENIOR LIVING, LLC NOTICE OF APPEAL NOW COMES, Quarry Hill Senior Living, LLC, by and through its attorneys, Langrock Sperry & Wool, LLP, and hereby gives notice of appeal to the Development Review Board of the decision of the Administrative Officer dated September 4, 2012 (a copy of which is attached hereto). The address of the appellant is 145 Pine Haven Shores Road, Suite 1150, Shelburne, VT 05482. The appeal is taken with respect to property located at 250 Quarry Hill Road, South Burlington. The regulatory provisions applicable to the appeal are Section 14.09 of the Land Development Regulations. Appellant requests that the Development Review Board overturn the decision of the Administrative Officer and determine that the application submitted by appellant was approved by operation of law pursuant to 24 V.S.A. § 4448(d) on the basis that a complete application was submitted by appellant on or about April 18, 2012 and the Administrative Officer failed to act within thirty (30) days of said application. DATED at Burlington, Vermont this 14th day of September, 2012. LANGROCK SPERRY & WOOL, LLP Eric M. Knudsen P.O. Box 721, 210 College Street Burlington, VT 05402 (802) 864-0217 eknudsen@langrock.com Attorneys for Appellant Quarry Hill Senior Living, LLC LANGROCK SPI-M Y & wool_ LLP 11 581395.1 #SP-12-41 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING QUARRY HILL SENIOR LIVING, LLC — 250 QUARRY HILL ROAD SITE PLAN APPLICATION #SP-12-41 FINDINGS OF FACT AND DECISION Quarry Hill Senior Living, LLC, hereinafter referred to as the applicant, seeks to amend a previously approved plan for a 100-unit assisted living facility. The amendment consists of site modifications, 250 Quarry Hill Road. Based on the plans and materials contained in the document file for this application, the Administrative Officer finds, concludes, and decides the following: FINDINGS OF FACT 1. The applicant seeks to amend a previously approved plan for a 100-unit assisted living facility. The amendment consists of site modifications, 250 Quarry Hill Road. 2. The owner of record of the subject property is Quarry Hill Senior Living, LLC. 3. The subject property is located in the Residential 12 Zoning District. 4. The application was deemed complete on August 6, 2012. 5. The plans submitted consists of a two (2) page set of plans, page one (1) entitled "Lodge at Quarry Hill Assisted Living Facility 250 Quarry Hill Road South Burlington, VT", prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated April 16, 2012, and last revised on 7/13/12. 6. The DRB issued final plat approval, which included site plan approval, on 4/20/10 for a 100- unit assisted living facility with the condition that the applicants obtain a zoning permit within 6 months pursuant to Section 17.04 of the Land Development Regulations or the approval is null and void. 7. The applicant applied for and on October 19, 2010, the DRB granted a one (1) year extension of the permit requirement such that applicant had until 10/20/11 to obtain a permit. 8. On October 20, 2011, applicant applied for re -approval of the site plan pursuant to Section 14.09(B)(2) of the LDR. By written decision dated October 27, 2011, the Administrative Officer approved Site Plan application #SP-11-51 (admin site plan) subject to the requirement that a zoning permit be obtained within 6 months, or no later than April 27, 2012. 9. No one obtained a zoning permit in connection with the subject site plan by April 27, 2012. - 1 - #SP-12-41 CONCLUSIONS OF LAW Based on the above Findings of Fact and Condition 11 of the Administrative Officer's Findings of Fact and Decision dated October 27, 2011, approval of the subject site plan became null and void when the applicant failed to obtain a zoning permit by April 27, 2012. The South Burlington Land Development Regulations do not grant the Administrative Officer any authority to approve modifications to a site plan for which there is no valid approval under the Land Development Regulations. 2. Section 14.09 (B) (2) of the So. Burlington Land Development Regulations (LDRs) allows the Administrative Officer to re -approve a site plan "if a permit issued by the DRB has expired within the preceding six months and no changes or alterations of any kind are proposed . . " (Emphasis added). Applicant already exercised this option when it applied for and the Administrative Officer re -approved on October 27, 2011, the subject site plan, application #SP-11-51. The Administrative Officer does not have the authority to reapprove a site plan if a permit issued by the Administrative Officer has expired within the preceding six months. 3. There is no authority in the Land Development Regulations for the Administrative Officer to approve site plan application #SP-12-41. DECISION Based on the above Findings of Fact, the Administrative Officer hereby denies Site Plan Application #SP-12-41 for the following reason: 1. The Administrative Officer does not have the authority to either approve modifications to or reapprove the site plan for the 100-unit assisted living facility. Signed is th day of Se ber 2012 by 4/Raymond J. Belair, Administrative Officer PLEASE NOTE: Pursuant to 24 VSA §4465, an interested person may appeal this decision by filing a Notice of Appeal with the secretary of the Development Review Board. This Notice of Appeal must be accompanied with a $233 filing fee and be filed within 15 days of the date of this decision. The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call 802.879.5676 to speak with the regional Permit Specialist. -2- IN RE: QUARRY HILL SENIOR LIVING, LLC NOTICE OF APPEAL NOW COMES, Quarry Hill Senior Living, LLC, by and through its attorneys, Langrock Sperry & Wool, LLP, and hereby gives notice of appeal to the Development Review Board of the decision of the Administrative Officer dated September 4, 2012 (a copy of which is attached hereto). The address of the appellant is 145 Pine Haven Shores Road, Suite 1150, Shelburne, VT 05482. The appeal is taken with respect to property located at 250 Quarry Hill Road, South Burlington. The regulatory provisions applicable to the appeal are Section 14.09 of the Land Development Regulations. Appellant requests that the Development Review Board overturn the decision of the Administrative Officer and determine that the application submitted by appellant was approved by operation of law pursuant to 24 V.S.A. § 4448(d) on the basis that a complete application was submitted by appellant on or about April 18, 2012 and the Administrative Officer failed to act within thirty (30) days of said application. DATED at Burlington, Vermont this 14th day of September, 2012. LANGROCK SPERRY &WOOL, LLP ' >-5��� Eric M. Knudsen P.O. Box 721 210 College Street Burlington, VT 05402 (802) 864-0217 eknudsen@langrock.com Attorneys for Appellant Quarry Hill Senior Living, LLC LANGROCK sPERItY & Wool_ LLP 11 581395.1 #SP-12-41 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING QUARRY HILL SENIOR LIVING, LLC — 250 QUARRY HILL ROAD SITE PLAN APPLICATION #SP-12-41 FINDINGS OF FACT AND DECISION Quarry Hill Senior Living, LLC, hereinafter referred to as the applicant, seeks to amend a previously approved plan for a 100-unit assisted living facility. The amendment consists of site modifications, 250 Quarry Hill Road. Based on the plans and materials contained in the document file for this application, the Administrative Officer finds, concludes, and decides the following: FINDINGS OF FACT 1. The applicant seeks to amend a previously approved plan for a 100-unit assisted living facility. The amendment consists of site modifications, 250 Quarry Hill Road. 2. The owner of record of the subject property is Quarry Hill Senior Living; LLC. 3. The subject property is located in the Residential 12 Zoning District. 4. The application was deemed complete on August 6, 2012. 5. The plans submitted consists of a two (2) page set of plans, page one (1) entitled "Lodge at Quarry Hill Assisted Living Facility 250 Quarry Hill Road South Burlington, VT", prepared by Lamoureux &'Dickinson Consulting Engineers, Inc., dated April 16, 2012, and last revised on 7/13/12. 6. The DRB issued final plat approval, which included site plan approval, on 4/20/10 for a 100- unit assisted living facility with the condition that the applicants obtain a zoning permit within 6 months pursuant to Section 17.04 of the Land Development Regulations or the approval is null and void. 7. The applicant applied for and on October 19, 2010, the DRB granted a one (1) year extension of the permit requirement such that applicant had until 10/20/11 to obtain a permit. 8. On October 20, 2011, applicant applied for re -approval of the site plan pursuant to Section 14.09(B)(2) of the LDR. By written decision dated October 27, 2011, the Administrative Officer approved Site Plan application #SP-11-51 (admin site plan) subject to the requirement that a zoning permit be obtained within 6 months, or no later than April 27, 2012. 9. No one obtained a zoning permit in connection with the subject site plan by April 27, 2012. -1- #SP-12-41 CONCLUSIONS OF LAW Based on the above Findings of Fact and Condition 11 of the Administrative Officer's Findings of Fact and Decision dated October 27, 2011, approval of the subject site plan became null and void when the applicant failed to obtain a zoning permit by April 27, 2012. The South Burlington Land Development Regulations do not grant the Administrative Officer any authority to approve modifications to a site plan for which there is no valid approval under the Land Development Regulations. 2. Section 14.09 (B) (2) of the So. Burlington Land Development Regulations (LDRs) allows the Administrative Officer to re -approve a site plan "if a permit issued by the DRS has expired within the preceding six months and no changes or alterations of any kind are proposed . . " (Emphasis added). Applicant already exercised this option when it applied for and the Administrative Officer re -approved on October 27, 2011, the subject site plan, application #SP-11-51. The Administrative Officer does not have the authority to reapprove a site plan if a permit issued by the Administrative Officer has expired within the preceding six months. 3. There is no authority in the Land Development Regulations for the Administrative Officer to approve site plan application #SP-12-41. DECISION Based on the above Findings of Fact, the Administrative Officer hereby denies Site Plan Application #SP-12-41 for the following reason: 1. The Administrative Officer does not have the authority to either approve modifications to or reapprove the site plan for the 100-unit assisted living facility. Signed is th day of Se ber 2012 by aymond 3. Belair, Administrative Officer PLEASE NOTE: Pursuant to 24 VSA §4465, an interested person may appeal this decision by filing a Notice of Appeal with the secretary of the Development Review Board. This Notice of Appeal must be accompanied with a $233 filing fee and be filed within 15 days of the date of this decision. The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Cali 802.879.5676 to speak with the regional Permit Specialist. -2- C IN RE: QUARRY HILL SENIOR LIVING, LLC NOTICE OF APPEAL NOW COMES, Quarry Hill Senior Living, LLC, by and through its attorneys, Langrock Sperry & Wool, LLP, and hereby gives notice of appeal to the Development Review Board of the decision of the Administrative Officer dated September 4, 2012 (a copy of which is attached hereto). The address of the appellant is 145 Pine Haven Shores Road, Suite 1150, Shelburne, VT 05482. The appeal is taken with respect to property located at 250 Quarry Hill Road, South Burlington. The regulatory provisions applicable to the appeal are Section 14.09 of the Land Development Regulations. Appellant requests that the Development Review Board overturn the decision of the Administrative Officer and determine that the application submitted by appellant was approved by operation of law pursuant to 24 V.S.A. § 4448(d) on the basis that a complete application was submitted by appellant on or about April 18, 2012 and the Administrative Officer failed to act within thirty (30) days of said application. DATED at Burlington, Vermont this 14th day of September, 2012. LANGROCK SPERRY & WOOL, LLP Eric M. Knudsen P.O. Box 721, 210 College Street Burlington, VT 05402 (802) 864-0217 eknudsen@langrock.com Attorneys for Appellant Quarry Hill Senior Living, LLC LAIVGRO CK SIL'aiiv 11 & w.", 1.1.P 581395.1 wo alo south urlingto PLANNING & ZONING Application #AO - /� . " (oftieo use Only) NOTICE OF APPEAL All iriforination requested below must be completed in full. Failure to .provide the requested information on .this notice will result in rejcEtion of your application and delay in the review of the appeal before the Development 12.eview Board. I understond: .• the -presentation procedures required by_State Law (Section 4468 of the Planning & Development Act);. . e that the D.evelopmefttReview Board hoids,regul4 meetings twice a month; that a legal ddvertisome.nt must appear a minimum offlfleeh (15).days prior to the bm.ing on my appeal. P I agree to pay the required fee to offset the cost of the Bearing on my appeal. . 1) NAME AND ADDRII£SS OF APPELLANT($): Quarry Hill Senior Living, LLC, 145 Pine Haven Shores Road, Suite 1150, Shelburne, VT 05482 14) EMAIL ADDRESS OF APPELLANT(S)I eknudsen@larigrock.corn 2) LOCATION AND BRIEF DESCRIPTION OF PROPERTY AT ISSUE IN THIS APPEAL., See attached 1V'ptice• of tppe'l. 3) WHAT ACTION OF THE ADMINISTRATIVE OFFICER ARE YOU APPEALING? See: attached,Notice.ofAppeal. 4) WHAT PROVISIONS OF TI`IM LAND DEVELOPMENT REGULATIONS ARE APPLICABLE T4j THIS APPEAL, IF ANY? See attached Notice of Appeal 5) WHAT RELIEF DO YOU WANT THE DEVELOPMENT REVIEW BOARD TO GRANT? See -attached Notice of Appeal. 575 Dorset SOW South Burlington, VT 05403 tell 802.846.4106 fax 802,846.4101 www.sburl.com I I q b) WHY DO YOU BELIEVE THAT THE RELIEF REQUESTED IN NUMBER 5, ABOVE, IS PROPER UNDER THE CIRCUMSTANCES? See attached Notice of Appeal. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNER$: Notification of adjoining property .owners, in ordwo w#t 24 V.S.A.§44.64(a) and Seotion 17.0.6(3) o f tho South Burlington Land 1 veLapmont l eg�ilattons, is tli xesponsibllxt3�: of the hppe. Pt .A$ er deenun-,a-re. gnest complete; the Admi�aistxative (3I'f� r gill provide the appellant.Mth a draft 0i of nj agenda: or publxc hearing notice and sample certificate of service. The sworn certi%cate of service shall $e xeturneri tq the. City prior to'ti'ie start -of any pubtic hearing. I hereby certify that all #lie information requestod/it�s . art of this notice of appeal has been submitted and is accurate to the best of my knowledge. Do > Oi write .hetow tliis,Iio e AT .OF SUP .ION•. 14 D hr BIVIISS I have reviewed this application and find it to be: C.om Tete. Elincomplete; A nistrative Office at`6 The applicant orpermittee retCrihs.the obligation to identify; apply for, and obta n relevantstatepermits for this projeot. Call°(80.') VO-j676 to speak with the regional Permit Specialist, 2 ' Appeal Fo►m. Rev. _1 1=2011 #SP-12-41 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING QUARRY HILL SENIOR LIVING, LLC — 250 QUARRY HILL ROAD SITE PLAN APPLICATION #SP-12-41 FINDINGS OF FACT AND DECISION Quarry Hill Senior Living, LLC, hereinafter referred to as the applicant, seeks to amend a previously approved plan for a 100-unit assisted living facility. The amendment consists of site modifications, 250 Quarry Hill Road. Based on the plans and materials contained in the document file for this application, the Administrative Officer finds, concludes, and decides the following: FINDINGS OF FACT 1. The applicant seeks to amend a previously approved plan for a 100-unit assisted living facility. The amendment consists of site modifications, 250 Quarry Hill Road. 2. The owner of record of the subject property is Quarry Hill Senior Living, LLC. 3. The subject property is located in the Residential 12 Zoning District. 4. The application was deemed complete on August 6, 2012. 5. The plans submitted consists of a two (2) page set of plans, page one (1) entitled "Lodge at Quarry Hill Assisted Living Facility 250 Quarry Hill Road South Burlington, VT", prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated April 16, 2012, and last revised on 7/13/12. 6. The DRB issued final plat approval, which included site plan approval, on 4/20/10 for a 100- unit assisted living facility with the condition that the applicants obtain a zoning permit within 6 months pursuant to Section 17.04 of the Land Development Regulations or the approval is null and void. 7. The applicant applied for and on October 19, 2010, the DRB granted a one (1) year extension of the permit requirement such that applicant had until 10/20/11 to obtain a permit. 8. On October 20, 2011, applicant applied for re -approval of the site plan pursuant to Section 14.09(B)(2) of the LDR. By written decision dated October 27, 2011, the Administrative Officer approved Site Plan application #SP-11-51 (admin site plan) subject to the requirement that a zoning permit be obtained within 6 months, or no later than April 27, 2012. 9. No one obtained a zoning permit in connection with the subject site plan by April 27, 2012. - 1 - #SP-12-41 CONCLUSIONS OF LAW 1. Based on the above Findings of Fact and Condition 11 of the Administrative Officer's Findings of Fact and Decision dated October 27, 2011, approval of the subject site plan became null and void when the applicant failed to obtain a zoning permit by April 27, 2012. The South Burlington Land Development Regulations do not grant the Administrative Officer any authority to approve modifications to a site plan for which there is no valid approval under the Land Development Regulations. 2. Section 14.09 (B) (2) of the So. Burlington Land Development Regulations (LDRs) allows the Administrative Officer to re -approve a site plan "if a permit issued by the DRB has expired within the preceding six months and no changes or alterations of any kind are proposed . . " (Emphasis added). Applicant already exercised this option when it applied for and the Administrative Officer re -approved on October 27, 2011, the subject site plan, application #SP-11-51. The Administrative Officer does not have the authority to reapprove a site plan if a permit issued by the Administrative Officer has expired within the preceding six months. 3. There is no authority in the Land Development Regulations for the Administrative Officer to approve site plan application #SP-12-41. Based on the above Findings of Fact, the Administrative Officer hereby denies Site Plan Application #SP-12-41 for the following reason: 1. The Administrative Officer does not have the authority to either approve modifications to or reapprove the site plan for the 100-unit assisted living facility. Signed is 'day of Se ber 2012 by aymond J. Belair, Administrative Officer PLEASE NOTE: Pursuant to 24 VSA §4465, an interested person may appeal this decision by filing a Notice of Appeal with the secretary of the Development Review Board. This Notice of Appeal must be accompanied with a $233 filing fee and be filed within 15 days of the date of this decision. The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call 802.879.5676 to speak with the regional Permit Specialist. -2- t AO- //� - 03 50YEARs Langrock Sperry & WooI,1_LP OF SERVICE" ATTORNEYS AT L A W Peter F. Langrock Mark L. Sperry Michael W. Wool Ellen Mercer Fallon September 17, 2012 William B. Miller, Jr. Thomas Z. Carlson Christopher L. Davis Susan M. Murray James W. Swift Alison J. Bell Emily J. Joselson Mitchell L. Pearl VIA HAND DELIVERY South Burlington Development Review Board, Secretary City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Quarry Hill Senior Living, LLC 250 Quarry Hill Road, South Burlington Dear Sir/Madam: Kevin E. Brown Erin Miller Heins Frank H. "Fritz" Langrock Hobart F. Popick F. Rendol Barlow Devin McLaughlin Lisa B. Shelkrot Eric M. Knudsen David W. M. Conard Cara L. Cookson Sarah Gentry Tischler Michele B. Patton Wanda I. Otero Alexia Venafra Please find enclosed a Notice of Appeal to the Development Review Board. I have also enclosed a check in the amount of $233 payable to the City of South Burlington for the appeal filing fee. I have also enclosed a photocopy of this letter, which I would kindly request that you date -stamp as evidence of receipt and return to me in the enclosed self-addressed, stamped envelope. Please contact me if you have any questions. Very truly yours, Eric M. Knudsen eknudsen@langrock.com EMK:sll Enclosure c: Gregg Beldock (via e-mail) RECEIVED Ray Belair, Administrative Officer (via hand delivery) 581417.1 SEP 17 2012 City of So. Burlington REPLY TO: Burlington Office - WEBSITE: www.langrock.com - EMAIL: attorneysCi4angrock.com MIDDLEBURY: I I I S. Pleasant Street, P.O. Drawer 351, Middlebury, VT 05753-0351 - (802) 388-6356 - Fax: (802) 388-6149 BURLINGTON: 210 College Street, P.O. Box 721, Burlington, VT 05402-0721 - (802) 864-0217 - Fax: (802) 864-0137 A Limited Liability Partnership Including a Professional Corporation Page 1 of 2 ray From: Lisa Brunet [LBrunet@langrock.com] on behalf of Mark L. Sperry [MSperry@langrock.com] Sent: Tuesday, February 12, 2013 1:23 PM To: ray; Paul Conner Cc: andy@bullrockcorp.com; gregg@bullrockcorp.com; Eric M. Knudsen; Michael W. Wool; Cara L. Cookson Subject: Continued Site Plan Application # SP-12-48 - Quarry Hill Senior Living, LLC to construct 100 unit assisted living facility, 250 Quarry Hill Road Dear Ray and Paul, In accordance with my telephone conversation with Ray about a week ago, the above matter has been continued to the DRB hearing on February 19, 2013. Also, at that hearing, the DRB is likely to issue a decision on continued appeal #AO-12-03 of Quarry Hill Senior Living, LLC. This appeal was heard on January 15, 2013, and all that is left is for the DRB to make a decision on the amended site plans which were presented at the hearing. That decision, if favorable to the applicant, will likely make site application #SP-12-48 moot. Therefore, Quarry Hill Senior Living, LLC requests that SP-12-48 be continued at least until the next scheduled DRB hearing date following the February 19, 2013 hearing date. Please call with any questions Mark Mark L. Sperry, Esq. Langrock Sperry & Wool, LLP PO BOX 721 Burlington, VT 05402-0721 Phone: 802.864.0217 Fax: 802.864.0137 msperrya langrock.com www.langrock.com Um 2/12/2013 A 5OYEARS Langrock Sperry & Wool, LLP OF SERVICE ATTORNEYS Ai LA`x' Peter F. Langrock William B. Miller, Jr. Thomas Z. Carlson Mark L. Sperry Christopher L. Davis Susan M. Murray Michael W. Wool James W. Swift Alison J. Bell Ellen Mercer Fallon Emily J. Joselson Mitchell L. Pearl VIA ELECTRONIC MAIL AND U.S. MAIL October 1, 2012 Raymond Belair Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Kevin E. Brown Frank H. "Frig' Langrock F. Rendol Barlow Devin McLaughlin Lisa B. Shelkrot Eric M. Knudsen David W. M. Conard Sarah Gentry Tischler Wanda I. Otero Re: Quarry Hill Senior Living, LLC, 250 Quarry Hill Road, South Burlington Dear Ray: Erin Miller Heins Hobart F. Popick Cara L. Cookson Michele B. Patton Alexia Venafra As you know, a site plan application was submitted last week by Quarry Hill Senior Living, LLC seeking re -approval from the Development Review Board of the site plan that the City alleges expired on April 28, 2012 (which is contested by the applicant and is the subject of a pending appeal to the DRB). This application has been submitted in accordance with Article IV, section F(2) of the Interim Zoning Bylaw for re -approval of a plan that has expired within the preceding six (6) months. As a complete application has been submitted, please warn this for hearing by the Development Review Board prior to October 28, 2012 to allow it to be approved in accordance with the Interim Zoning Bylaw. Please contact me with any questions. Thank you. Very truly yours, Eric M. Knudsen eknudsen@langrock.com EMK:erl Enclosures c: Gregg Beldock. (via e-mail) 582549 REPLY TO: Burlington Office • WEBSITE: www.langrock.com • EMAIL; attorneys@langrock.com MIDDLEBURY: I I I S. Pleasant Street, P.O. Drawer 351, Middlebury, VT 05 753 .03 51 • (802) 388-6356 • Fax: (802) 388-6149 BURLINGTON: 210 College Street, P.O. Box 721, Burlington, VT 05402-0721 • (802) 864.0217 • Fax: (802) 864.0137 A Limited Liability Partnership Including a Professional Corporation �� 2T B CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this Twenty seventh_ day of _November , 2012, a copy of the foregoing public notice for _Appeal of Administrative Officer Decision & Site Plan Application [type of application] #_AO-12-03 & SP-12-48 [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) William & Miriam Oakes Sandra & John Dooley Francie Mason 48 East Terrace 44 East Terrace 40 East Terrace South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Marie Mackin & Ernest E Lowder Bernice Wessling Christina & James Smullen 42 East Terrace 47 East Terrace 4 Sebring Road South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Melaina Rosner Wouter & Julie Nunnick John & Ruth Goodrich 56 East Terrace 58 East Terrace 60 East Terrace South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Kevin E & Margaret D Sleeper Cupola Golf Course Inc Hiltrault Damm 66 East Terrace 270 Quarry Hill Road 43 East Terrace Road South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Burlington Country Club Leonie B Nelson Horizon Heights Condo Ass. 568 S. Prospect Street 22 Quarry Hill Road c/o Bill Marks Burlington, VT 05401 South Burlington, VT 05403 P.O. Box 1553 Burlington, Vermont 05402 Timothy Taylor 89-2 Realty, Co. LLC Burlington Tennis Club 38 East Terrace 165 East 72nd Street: #20 C P.O. Box 143 South Burlington, VT 05403 New York, NY 10021 Burlington, Vermont 05402 South Burlington Sample Certificate of Service Form. Rev. 1-2012 Edward Allen Quingbin & Yau Wang Anthony &Kay Martello 340 Spear Street 114 Shepard St 72 East Terrace South Burlington, VT 05403 Winooski, VT 05404 South Burlington, VT 05403 City of South Burlington 575 Dorset Street South Burlington, VT 05403 William Oakes 48 East Terrace South Burlington, VT 05403 John & Susan Craig 54 East Terrace South Burlington, VT 05403 Lorene Heath 59 East Terrace South Burlington, VT 05403 Kenneth & Cyndi Freeman 68 East Terrace South Burlington, VT 05403 State of Vermont Agency of Transportation 133 State St Montpelier, VT 05633 Comm Bible Church Assembly of God 50 East Terrace South Burlington, VT 05403 Gregg & Margaret Adams 55 East Terrace South Burlington, VT 05403 Robin Burgmeier 61 East Terrace South Burlington, VT 05403 Joseph & Barbara Greenwald 70 East Terrace South Burlington, VT 05403 Janet Ballantyne 156 Gardenside Lane Shelburne, VT 05482 David Cates 52 East Terrace South Burlington, VT 05403 Michael & Joan Materna 57 East Terrace South Burlington, VT 05403 Jeffrey Pascoe 62 East Terrace South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 { Dated at _Shelburne [town/city], Vermont, this _27th day of _November , 2012 Printed Name: Phone number and email: Signature: Date: Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 Permit Number SP-- V (office use only) APPLICATION FOR SITE PLAN REVIEW ❑ Administrative V15evelopment Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax ft Quarry Hill Senior Living LLC; c/o Bullrock Corporation, 145 Pine Haven Shores Road, Suite 1150, Shelburne, VT 05482; (802) 985-1460 (p), (802) 862-0086 (f) 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): 944/ 198 3. APPLICANT (Name, mailing address, phone and fax #): Same as Owner 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #):Andrew Thomas, Bullrock Corporation, 145 Pine Haven Shores Road, Suite 1150, Shelburne, VT 05482; (802) 999-3377 (p), (802) 8623-0086 (f) 4a. CONTACT EMAIL ADDRESS:: andy@bullrockcorp.com 5. PROJECT STREET ADDRESS: 250 Quarry Hill Road 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1420-00270.004 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): New Construction Assisted Living Facility on a currently undeveloped site b. Existing Uses on Property (including description and size of each separate use): Not currently developed, prior site plan approval but constructed has not begun c. Proposed Uses on property (include description and size of each new use and existing uses to remain): 100 unit assisted living facility (80 assisted living units, 20 memory care units), No change d. Total building square footage on property (proposed buildings and existing buildings to remain): 104,128 sf on four floors e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Height above average existing grade: 39 ft 11 in, 4 floors with basement (no change from prior approval) f. Number of residential units (if applicable, new units and existing units to remain): 100 units (no change from prior approval) g. Number of employees (existing and proposed, note office versus non -office employees): 10 office employees, and 100 non office employees working in a 240 shift environment h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): N/A 8. LOT COVERAGE Total Parcel Size: 121,727 Sq. Ft. a. Building: Existing % / Proposed 22.5 % / [I 27,324 Overall impervious coverage (building, parking, outside storage, etc) Existing % / Proposed 50.4 % / 61,351 sq. ft. sq. ft. sq. ft. sq. ft. E Site Plan Application Form. Rev. 12-2011 C c. Front yard (along each street) Existing Proposed % / sq. ft. 11.1 % / 13,512 sq. ft. d. Total area to be disturbed during construction (sq. ft.) > 0.5ac * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): b. Landscaping: c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC $ 13,500,000 $143,820 a. P.M. Peak hour for entire property (In and out):26 pm peak hour trips (no change) 11. PEAK HOURS OF OPERATION:8:00am - 6:00pm 12. PEAK DAYS OF OPERATION: Monday - Friday 13. ESTIMATED PROJECT COMPLETION DATE: 2014 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. tow �IhIJs. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. Site Plan Application Form. Rev. 12-2011 I hereby certify that all the informatio equested as o accurate to the best of my knowledge n _ . -A SIGNATURE OF PROPERTY C ( C JC 'L ufcation has been submitt%,d and is PRINT NAME Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: 'Development Review Board ❑ Administrative Officer I have reviewed this site plan application and find it to be: I Complete ❑ com lete dministrat e Officer ate The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. 4 Site Plan Application Form. Rev. 12-2011 � i ���w�m ns��i�nunnno tiarrtio� Ur• � h��•� Mr. Ray Belair, Zoning Administrator City of South Burlington Zoning Administrator 575 Dorset St. South Burlington, VT 05403 9/24/2012 Dear Ray, Andrew Thomas Bullrock Corporation 145 Pine Haven Shores Rd. Shelburne, VT 05482 Enclosed you will find an application for Site Plan review for the Quarry Hill Senior Living Project. All of the information that is being submitted is the same as what was granted DRB approval in permit SD 1 o-o7. • List of Application Supporting Documents o Lamoureux & Dickinson Sheets 1-6 (5 fidl size copies and one 11 "x17" reduced copy) o Lamoureux & Dickinson Light Grid (5 24"x 36" and one 11 "X17" copy) o Lamoureus & Dickinson Landscape Estimate of Probable Cost (dated April 16,2010) Please contact me if you need additional information or have further questions. X , --6ej Andrew Thomas Bullmck Corporation The Lodge at Quarry Hill Landscape Estimate of Probable Cost Prepared by Gail Henderson -King, ASLA, Landscape Architect April 16, 2010 Item Size Unit Cost* Quantity Subtota!� Trees Acerx freemanii'Autumn Blaze' Freeman Maple 2 1/2" to 3" Cal. $750 11 $8,250 Amelanchier canadensis Serviceberry 1 1/2" - 2" Cal $550 15 $8,250 Amelanchierx grandiflora Apple Serviceberry 1 1/2" - 2" Cal $550 16 $8,800 Amelanchier laevis Allegheny Serviceberry 1 1/2" - 2" Cal $550 14 $7,700 Betula nigra 'Heritage' Heritage River Birch 1 1/2" - 2" Cal $550 33 $18,150 Ginkgo biloba Autumn Gold' Autumn Gold Ginkgo 2 1/2" to 3" Cal $750 15 $11,250 Pinus nigra Austrian Pine 6' to 7' Height $500 14 $7,OCf:/' Thuja occidentalis Arborvitae 6' to 7' Height $300 15 $4,5W Ulmus x 'Accolade' Accolade Elm 2 112" to 3" Cal $750 13 $9,750 Shrubs Aronia arbutifolia 'Brilliantissima' Brilliant Chokecherry 24" to 30" Height $90 31 $2,790 Cornus sericea Red Twig Dogwood 24" to 30" Height $90 46 $4,140 Hydrangea arborescens 'Annabelle' Annabelle Hydrangea 24" to 30" Height $150 52 $7,80o Ilex glabra Inkberry 24" to 30" Height $150 34 $5,100 Ilex verticillata Winterberry 24" to 30" Height $75 24 $1,80f? Juniperus chinensis var Sargentii Sargent Juniper 18" to 24" Height $75 54 $4,050 Philadelphus x virginalis Minnesota Snowflake Mockorange 24" to 30" Height $90 26 $2,34(' Prunus maritima Beach Plum 24" to 30" Height $75 16 $1,200 Rhos aromatica 'Gro-Low' Fragrant Sumac 24" to 30" Height $75 61 $4,575 Spiraea x bumalda Anthony Waterer' Anthony Waterer Spirea 24" to 30" Height $90 109 $9,81C Symphoricarpos albus Common Snowberry 24" to 30" Height $80 50 $4,000 Taxus x media Anglojap Yew 24" to 30" Height $100 87 $8,700 Viburnum cassinoides Witherod Viburnum 24" to 30" Height $75 34 $2,550 Total Estimate: $142,505 " Unit costs reflect current plant costs plus installation. ,\ I \ \ \ I 1 I \ \9n 1 / / I / \ \ \ \ I I • ;p 1 \ \ \ \1 I I I \ I I -- -- ' x NEW CATCH BASIN E (4r 0) 1Rr PE 1.-353A 1FEE INV. OUT = 352.8 � r ! - 3/ SPACES ' QHC Lot#1 1i , - - - - QHC Lot #4 I NyE�p��p H+NI`1 �1�1f S B F?d-M uaM� . OM *Q. NO Sri I✓ 1 \ \ Larkin Parcel # 1 SEM MH M-302 0'WW?352.0 \ 0.1 rI \ \ CATCH BASIN I I ) RIM • 3673 NEW 1r PE INV. IN • 360.8 _ \ 1 \ 17 PE NV.IN OUT-2 r UO INV. IN /QUi • 363.B5 \ a \ / INV. OUT• 350.7 \ NEW CATCH BASIN F RIM • 356.2 \/ I VPE INV. IN-3522 ✓/ ,-�` � 15'PE INV. OUT =352.0 / _ •/ \ \ 1r ENDSECTON \ �\ INV. •350.0 \ CATCH BA9p RIM •317.9 ^\ (2)lr PE INV. N. Wn NEW GTCH BASIN D(3rO) _ _ _ _ _ - - \, j \ \\ rUD INV.IN •3M.8 �� \ \ \ 112MPE NVSOLT •353.5 17 PE INV.OUT=3429 - - C ,� y � v v• O NEW GTCH5 BASINA(35'� //� �__- - ',.�' \ '� �( \\ •+� ---- \ / / RS315 PE INV. OUT -342.0 �__ - ASPACES NEW CATCH BASIN B (4r1 - _ / -�_ \ / • T �\�\ �`\ �\ - // RIM.34B.0 SEWER MH tr PEIMV. IN-341.0 / - �+II O \ \\ �� ----- / / RIM-NT0 1r PE NV. OUT=331.0 / l-\ - _ i ."� - \ \\ I \ \����\.•�- R)ITINV .0 'ss \ O)r INV. IN•J3BA ����\�` rNV.OUT•3Jf5 EVOGED LEDDE EACES(TYP) - �� _ was NEW CATCH BASIN C(W 0) ./ =- ---= RM-W4.8 1r PEINV. IN-32D.5 trPEINv.our -Won / HIII EM NO WATER SERVICE - TO CHIC LOT 91 CLUBHOLISE Y ELEY \ \ �- ` \ \ • - �/ / d" \ / i / / / / - _ - _ _ IMPLIED LINE OF SOUTH B'R AC Tp/ WATER LINE EASEMENT 41T AC r F _ _ WATER MAIN TO SE ABANDONED UPON FU7URCBUIt�1(JO �I `� \ _ _ _ _ \ - / / - \ \ //� . - ACCEPTANCE OF QUARRY HILL ROAD \ \ ( \ I \ . i, - - ` - 5• - .» _ - _ l / \ /, / // - - _ CATCH BA91N RIM-N2.3 - - -_ - -- 17 PE INV. OUT• 3390 \\\ \�� �� \ �`' `\`' __- r - _\ - w - _ \ /% //♦�." \ /^/////// _-_..._.__.-. SEWERMH pOoL 'INV. IN-M.2 �/ QHC Lot#3 Hell Road � -S-__ _ T.. 7 _ _/ _ � \ •i, \ L'(e // \ \ /�i' i'//i / RECEIVED LEE PATH _ _ - _ SEP24 2012 4r WIDE STONE LINED BWALE (TYPE II STONE) CONNECT TO EXISTING S' CL 52 D.I. - / - \ / \ S'SEWEft STUB SEWER MH WATER SERVICE SEWERMH - - _ r INV .•313.1 RIM -=11 _-__------_ __ RIM • 3IN - \ SEWER MR ■/'�_ Tr O'INV. IN •912.8 tYXS'TAPPING TINY IN •3179 I City 01 So. Burlington B'INV. g7T•J124 SLEEVEa VALVE 9'INV.OUT -317.2 I \ B'P: N.5324.0 Larkin Parcel #2 GTCH BASIN NEW CATCH BASIN G ('A'B) \ e' INv. OUT • 3Un \ \ RIM = J23.3 GTCH BASIN RIM - 328.5 NEW IF PE W. IN - 319.40 RIM -MA 1r PE INV. OUT MET. 12' PE INV. OUR • 31IL25 tr PE:- IN = 32A.4 1 V PE INV. OUT - 324.3 \ \ NOTE: LOCATIONS OF PROPOSED UTILITIES AND STREET TREES ALONG QUARRY HILL ROAD OBTAINED FROM QUARRY HILL SUBDIVISION PLANS BY LLEWELLYN-HOWLEY INC., DATED 10-25-07 AND LAST REVISED 11-01-09 GRAPHIC SCALE m ( IN FEET ) I Inch = 30 R Ptif�V�_'yi 1y7` 1. D10i 2f sNe. 39tls D1STE LOCUS Nrs LEGEND ❑ EXISTING CATCH BASIN ® EXISTING SEWER MANHOLE 04 WATER GATE VALE EXISTING WATER HYDRANT {} EXISTING LUMINAIRE 0 UT1UrrY POLE �U EXISTING STREET TREE ���-.✓✓JJ- EASEMENT BOUNDARY LINE - ABUTTING PROPERTY LINE - PROJECT BOUNDARY LINE CURBED PAVEMENT EDGE UNCURBED PAVEMENT EDGE ABANDONED WATER LINE W WATER LINE 5 SEWER LINE EXISTING STORMWATER PIPE -- -330 - EXISTING CONTOUR LINE PROPOSED FINISH GRADE ---- -_-- PROPOSED STORMLINE 8,CATCH BASIN W PROPOSED WATERLINE, SR. VALVE FIRE HYDRANT B PROPOSED SEWERLINE OWNER: CUPOLA GOLF COURSE 2543 EAST MAIN STREET RICHMOND, VT 05477 APPLICANT: BULLROCK CORPORATION 2517 SHELBURNE ROAD SHELBURNE, VF 05482 ZONING DISTRICT: R12 DIMENSIONAL REQUIREMENTS REQUIRED I PROPOSED MIN. LOT SIZE 3,500 If 118,172 sf MAX. BUILDING COVERAGE 40% 23.5% MAX LOT COVERAGE 60% 4&8% MIN. FRONT YARD SETBACK 30' 34 MIN. SIDE YARD SETBACK 10, 20'+ MIN. REAR YARD SETBACK 30' 1101 4/09/10 1 ADDED FIRE HYDRANT, REV. STORM SEWER & SWALE RD 2/17/10 SITE & unLRY REVISIONS RD 1/18/10 REV. PARKINGLO7&COVERAGE CALCS. RD Dais I RevW_ By These plus used shall only be for the purpose shown below: Skdeh/Coocept Q AFL 250 Review n Plel-..y 0 Coostruatico Final local Review O Record Drawing ° Lodge at Quarry Hill Forgz 09027 No. 9027 F- Assisted Living Facility S°"ry "go w 250 Quarry Hill Road South Burlington, VT Z LBD O D awv SITE PLAN ked D°e I- GRADING & UTILITIES Nov. 2009 O Z Scale Lamoureux & Dickinson 1.=30' sheet nambe Consulting Engineers, Inc. 14 MoDe Drive, Esser, VT 05452 802-878-4450 I of 6 www.LDmgineerin8.com P:\2009\o9027\d,No9D27-UlcC , 4/13/7DI03:22:37 PH a CL \ / \ o \ \ o PLANT LIST K / 1 iCGy B°bdcdN CalamonN QwMEfy SIgF RmaHcs I\ \ T llmc t.m. Meek 11 21/1'r I-Cel Btrll, 6 fool benching hd*t I I\ I\ lihPq AC AweL—kWammdMr swic ,•e,y 15 11/2'r2•CLL tl&B, Si%lr Sem r�/�� AO Ame(PncAler+gmnEylav Apple S,Mabely 16 11R'r2'ca B&B, 6 and benching height I ,• T AL Aee(ancMer bew AlleghmySm'ivlery 14 112'r 2'CLL HIM, 6foot brunhing hdgk 9-ik nfgru 7/a1.ge' Harieg. Rhn+Bid, ss 1 12'r r Cel. a". sing]. S- OB G dlmb.''A.—G" Ammn OoId0 is 21rz'r s•UL B&B, 6iws bremhirig 1,681"1 I \ pR Pem nBN Aosm Pine 14 I \ ` Is / \ TO sAwo.urenmb Ar•aeivYee is 6'b Teelght B&e 6PN f \ `\ UA UAea+'Aswbi.' Aeoo[•de 1 Is 212'r s•CeL B&.B, 6bot b—hiN hd \ I \ \ Spw4 1 € 10 TO \ \ AA Aronw vbuyblm 'a&ianmrbn' HIIII—chdahery 31 W W-Hdgld B&ll or Cocaine Cs corm.— Rd Twig Wgaoo,] 46 24• m W HoSM B&B ar fnmsiw BydmlgcoWraeeu'Aw ' A-1,61, Hyd.mgm 52 2WWm H.* B&B orON"— r,,N \{p\ 1 I0 m8Wlvo'o.• mtbey so za•m WIFIj Fs N R. —low- wlnmhmy 24 24• m W Hl*A B&B aC.Od—,, Um ] mW altivm'Am Andy e I l UA is lwfperm ckbNvob Rn. S.,- Smgelr Anipa 54 18•m W-Hd& B&B or Cnomm I Larkin Parcel#1 PH PAnaealPAar+wgxaur M—.sm.ILY. Mo&— 26 24•be••Hd& B&B w corI Um =low •Minmml Snwfwe SrC>1tnGr 1UA Ph® 16 W.—R. B&B or Carmim I \ / \ / \\\ RA AAm wmaom riormr• Fr•pmt8mroe 61 1'bD0•HdgM Ball or Cmmlw 1 2AL \ \� / \a6m•nr ` \ se .OplmurAsuNl4 Aasb°F Ammy wSpun IN 24'bWTIdghr B&B or Comdw O p 7 / / '\\ 1 so symPAarlaa pa.a4.a Gamma &—bery 50 u•r8• elect 1-!! W— to 2-•y, BST \\ / / ��\\\ ` TM l— ak •/Nn.yare[r• Dmm Spvv M— 87 24'.WHd& B&BorCalW— ISSB K, i �\\\ vc V&'o^'•n' ^r' + wWeod whom® M u•raHd* B&B orfoelnr 4l se \ O� / \\\\\\ Vdra sold Per•Wh QHC Lot #4 . \ Q� \ / \ � :\\ \\ cx ca.'rv• lmkme rl.mpem.�r 11 n 6..�.s(1ge) PQ Par&M—g,dq,gwk vi%w'CIN r 11 Ml Grkerp g.D I T \ 1 2 IN r �N. •• • x • I •• WWW+� p Nil Larkin Parcel #2 LEGEND NOTE: LOCATIONS OF PROPOSED UTIUTIES AND STREET TREES .IN ALONG QUARRY HILL ROAD OBTAINED FROM QUARRY HILL SUBDIVISION PLANS BY LUEWELLYN• DATED a AND LAST REVISED , a• 1 AFO 14 AN' u r •cs , `o e IN I`I A 1UA 18TM / �///QHC Lot#3 t ,pl Pm 1ir1305 mm) PARNINDAtOADWAY IIOHT IS r unu.® wnA. axmns, RUUD Iu uric; r —� TrPIDAI aUlaFF 40NrrVtNRE RECEIVED SEP 2 4 2012 ty of So. Burlington 16 n1n. I —TIN, IF LI(&R POlE6 AlaE (YEAIER TIL1N 6' FIY1M PAVED AREAS OR TTLEASTr BENro TIEQ . HE rODTN3 HCiDHr 61N BC REDUCED TD R ABOVE FIN9IED 1 5 DMOE PIt7wDE 2• CO/DNT FOR ElEC1NCBERVIGE PARKING LOT LUMINAIRE DETAIL NTs 41!(VIO REV. NOTES& DETAILS PER CITY COMMENTS GHK 4/10110 UTILITY&LANDSCAPING REVISIONS RD 2/17110 SITE, UTILITY & LANDSCAPING REVISIONS RD 11111110 REV. PARKING LOT & LANDSCAPING GHK Date Revision 13y Thee plmu •hall only be °sal fur the pmposc shown below: Q Sli=WConapt 0 Aet25012eview Q pmliminmy Q con cdon Final Laced Review Q Record Drgwmg o Lodge at Quarry Hill Project 7 Assisted Living Facility Z. Z250 Quarry Hill Road South Burlington, VT oLANDSCAPE & LIGHTING aim LL RD F PLAN Dell ZNov. 2D09 Scale LDLamoureux & Dkldnson I"3B Consulting Engineers, Inc. shed nnn be 14 mD,x Drive, I?aea, VT 05452 � � / 902-878-4450 www.LDeogi—ing.mm b GENERAL CONSTRUCTION NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE W11 H THE LATEST VERMONT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE CITY OF SOUTH BURLINGTON PUBLIC WORKS AND LAND DEVELOPMENT CODE REQUIREMENTS, CHAMPLAIN WATER DISTRICT SPECIFICATIONS AND THESE PLANS. 2. THE CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY UNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY'DIGSAFE' AT 1-888-OC-WE PRIOR TO ANY EXCAVATION. PRIOR TO CALLING DIG SAFE IT IS A REQUIREMENT TO PREMARK PROPOSED EXCAVATION AREAS USING WHITE PLANT, STAKES OR OTHER SUITABLE WHITE MARKINGS, IN A MANNER THAT WILL ENABLE THE OPERATORS OF THE UNDERGROUND UTILITY FACILITIES TO KNOW THE BOUNDARIES OF THE PROPOSED EXCAVATION ACTIVITIES. PREMARKING IS NOT REQUIRED IF THE ACTUAL EXCAVATION WILL BE CONTINUOUS AND WILL EXCEED SOD FEET IN LENGTH. 3. UTILITIES INFORMATION SHOWN ON THE PLANS WERE OBTAINED FROM BEST AVAILABLE SOURCES AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALL CONNECTOR RECONNECT ALL UTIUMES TO THE NEAREST SOURCE THROUGH COORDINATION WITH UTILITY OWNER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING SURFACES, SOILS, VEGETATION, PAVEMENT AND STRUCTURES NECESSARY TO CONSTRUCT THIS PROJECT UNLESS OTHERWISENOTED ONTHESEPLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL, DEBRIS AND TRASH FROM THE SITE UPON COMPLETION OF CONSTRUCTION. UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ENSURING THAT THE DUST CREATED AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. WHERE AND WHEN DEEMED NECESSARY BY THE ENGINEER OR OWNER, THE CONTRACTOR SHALL BE REWIRED TO WET SECTIONS OF THE CONSTRUCTION AREA WITH WATER APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS WITH A POWER BROOM AS DUST CONTROL. 8. ANY SURFACES, LINES, MARKERS OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR AT HIS OR HER EXPENSE, TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. 7. CONSTRUCTION OBSERVATION AND CERTIFICATION IS OFTEN REQUIRED AS A CONDITION OF STATE AND LOCAL PERMITS. IT IS RECOMMENDED THAT CONSTRUCTION OF THE IMPROVEMENTS DETAILED ON THESE PLANS BE OBSERVED BY LAMOUREUX & DICKINSON CONSULTING ENGINEERS INC. (LSD) TO DETERMINE IF THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. LAD WANES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT MAY ARISE FROM: FAILURE TO FOLLOW THESE PLANS AND SPECIFICATIONS AND THE DESIGN INTENT THAT THEY CONVEY, ANY CHANGES MADE IN THE PLANS AND SPECIFICATIONS OR IN THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS WITHOUT LSD%PRIOR KNOWLEDGE AND CONSENT, AND/OR FAILURE TO SCHEDULE OBSERVATION OF THE WORK AND TESTING IN PROGRESS. 8. FOR ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF ONE-WAY TRAFFIC SHALL BE MNNTAINED AT ALL TIMES. CONTINUOUS TWO-WAY TRAFFIC WILL BE REWIRED AT NIGHT, DURING PEAK44OURS. AND WHENEVER POSSIBLE DURING ACTUAL CONSTRUCTION ACTMTIES, TEMPORARYCONSTRUCTION SIGNS AND TRAFFIC CONTROL SIGNS SHALL BE ERECTED By THE CONTRACTOR IN ACCORDANCE WITH MUTCD STANDARDS. B. TOASSURE COMPLIANCE WITH THE PLAN(S). THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCE OF STARTING ANY WORK, COMMENCEMENT OF CONSTRUCTION OF BUILDING, BEGINNING INSTALLATION OF ANY UTILITIES, BRINGING IN ANY NEW GRAVEL FOR THE NEW PAVED AREAS, PAVING. AND FINAL INSPECTION. 10. THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWER AND WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE 'TEN STATE STANDARDS - RECOMMENDED STANDARDS FOR WATER.* 11. THE FINISH GRADE SLOPES SHALL BE AS SHOWN ON THE PLANS. FINISH SLOPES, DITCHES AND DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 4- OF TOPSOIL AND SHALL BE FERTILIZED, SEEDED, LIMED, AND MULCHED. TURF ESTABLISHMENT SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS INCLUDED ON THESE PLANS. 12. ALL FILL SHALL BE PLACED IN B INCH LIFTS AND THOROUGHLY COMPACTED TO 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM DOW STANDARD PROCTOR, UNLESS OTHERWISE SPECIFIED. 13. PRIOR TO CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY THE ENGINEER 14. PRIOR TO PAVING, ALL MANHOLES, CATCH BASINS, AND VALVE TOPS SHALL BE RAISED TO FINISH GRADE. 15. NEW PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WOH THESE PLANS. ALL EXISTING PAVEMENT MARKINGS IN CONFLICT WITH THE NEW IMPROVEMENTS SHALL BE REMOVED BY GRINDING. 15. BACKFILL UNDER PIPES IN FILL AREAS SHALL BE COMPACTED TO 95%OF MAXIMUM DENSITY. A MINIMUM OF (2) COMPACTION TESTS SHAl BETAKEN AT THE CONTRACTOR'S EXPENSE UNDER EACH RUN OF PIPE PRIOR TO INSTALLATION. THE PIPES SHALL ONLY BE INSTALLED OVER ADEQUATELY COMPACTED SOILS. 17. AT COMPLETION OF GRADING, SLOPES, AND DITCHES. ALL DISTURBED AREAS SHALL BE SMOOTH AND FREE OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE. SLOPE TO EXISTING GRADE -SEE PLANE Ir:�-- CURB -SEE DETAIL I V THICK TYPE III FINISH COURSE PAVEMENT - VAOT SPEC 405 r MK TYPE II BASE COURSE ►AVSMENT - VADT SPEC 405 L• MII GEOTE%TILE FABRICRIDVE. MXUT FABRIC OR APPROVED EQUAL, 1B'MIN, OVERLAP '17 OF LEDGE 11 GRAVEL SUB BASE VAOT CUSHION OPEC 0704.05 FINE OR 1M.05 IT SAND GUWIM OVER LEDGE VAOT BPECA To - TYPICAL DRIVEWAYAND PARKING AREA CROSS-SECTIONDETAIL N3 NOTES: I. EMULSKR WILL M PLACED BETWEEN THE BABE AND FINISH COATS M PAVELOR WHEN THE PNI8HIED COURSE e9 NOT PLACED WITHIN 5 MONTHS OF TINE BASE COURSE PLACEMENT. 2. PRIOR TO INSTALLING THE UNDERDRAINS, FABRICAND GRAVEL, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR INSPECTION OF THE STREET SUBBASE SOILS. THE CONTRACTOR SHALL FURNISH A LOADED DUMPTRUCK FOR TRAVELING ON TIRE SUBBASE WHEN THE ENGINEER PERFORMS THE INSPECTION. THE CONTRACTOR SHALL OVER -EXCAVATE IN UNSUITABLE SOILS AND ADD ADDITIONAL SAND BABE AS REQUESTED BY THE ENGINEER 3. ALL EXPOSED CONCRETE CURB AND SIDEWALK SWILL RECEIVE TWO COATS OF AM4BPALUNG COMPOUND AFTER THE INITIAL CURING PERIOD (APPROX WTELY 28 OAYS� 4, WHERE LEDGE EXISTS, IT SHALL BE SHATTERED TO 1r BELOW SUBGRADE. 5. CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 3.600 PSI ATM DAYS AHD SNAL BE AIR ENTP INED WITH MI ADMIXTURE PRODUCING AN AIR CONTENT OF 5%TO 7%SY VOLUME. 5. HALF INCH(1W) TANSVERSE EXPANSION JOINTSSHALL BE PLACED AT INTERVALS NOT EXCEEDING TWENTY FEET IN'). SIDEWALKS SHALL BE SCORED TO A DEPTH OF ONE INCH (1') EVERY FIVE FEET (6). CURB AND SIDEWALK SECTIONS SHALL BE SEPARATED BY A PRE MOLDED JOINT FILLER. 7. AFTER THE INITIAL CUING PERIOD IS OVER (APPROXIMATELY 2B M"). ALL SMOSED SURFACER SHALL RECEIVE TWO COATS OF AHII-SPALWG COMPOUND. FRAME 6 GRATE IEBRROH tF 245.2 OR EQUAL RATED OR EQUAL F �/ ROAD GRADE EXCEEDS 5% FINISH GRADE GROUT FRAME TO CONCRETE THE FRAME OPENING BWLLL MATCH THE CATCH BASIN TOP WITH NOOVERNANO. .: Q. ' �-2 •_ ALL BACKFILL THOROUGHLY 117 COMPACTED IN r LIFTS VARIEB- PROVIDE WATERTIGHTRUBBER BOOT FOR ALL STORM PPES r GR LARGER IN DIAMETER S.T. GRISWOLD 530OR APPROVED EQUAL PRECAST CONCRETE CATCH SA9IN LEDGE PAYMENTLIMIT PRECAST OR POURED IN -PUCE 3MM CONCRETE RISER BETWEEN C.B. TOP AND BOTTOM OP OMIT ANON FRAME. MAXIMUM HEIGHT SHALL BE B INCHES. (BRICKS SHALL NOT BE USED.) FILL GM WITH GROUT [[NEWCURBS----- WINCOVE-ADJUST HEIGHTOF CURB AS REQUIRED WHERE THERE IS NO CURB, TOPSOIL AND GRASS TO BASIN AND USE 4 FLANGE FRAME 814' CRUSHED STOW BEING PRECAST CATMBASIN N.T.S. Ir UNDISTURBED SpL L EXTEND BEDDING TO LIMITS OF EXCAVATION NOTE: CATCH EMSINS MAY BE LARGER THAN SHOWN ON THIS DETAIL W IRA MULTIPLE OR LARGER DA PIPES IN ONE BASIN. USE PVC PIPE OR PRESSURE TREATED T X 4' TO MARK LOGTTON LAID DEPTH OF SERVICE CONNECTION. EXTEND FROM PLUG TO r ABOVE FSAL GRADE - PROPERTY LINE OR EASEMENT BOUNDPRY 15 4• MINIMUM SERVICE SDR 35 PVC CONNECTION TEMPQ_'UG THE SANITARY SEWER SERVICE SHALL RUN PERPENDICULAR FROM THE MAIN TO AT LEAST THE STREET LINE - I PATENT LIMIT` UNDERMAM CARRIER PPE OR SANITNtY BOWERMAN DO NOT CONNECT UNDERDRNN To' SEWER MNN - LEDGE PAYMENT LIMN MINIMUM SLOPE iM•IFT FOR I SANITARYSEWEROR1MrIFT FOR UNDERDRAIN PPE UNLESS OTHERWISE NOTED SEE SEWER TRENCH DETNL FOR SEWER MAIN AND SERVICE SEM N. DETAILS SANITARY SEWER OR UNDERDRAINSERVICE CONNECTION N.TS BACKFILL WITH APPROVED EXCAVATED MATERIAL THOROUGHLY COMPACTED N 5• LIFTS UNUISTURBED SOIL THESIDESOFIRENCHES4 FTOR MORE IN DEPTH ENTERED BY PERSONNEL SHALL SE SHEETED OR SLOPED TO THE ANGLE OF REPOSE APPROVED ROCK FREE BACIO'ML N COMPACTED IN W LIFTS (NO STONES URGER TINAt41 IW DIAMETER) -- IFLESS THAN 4 FT COVER LIMIER PAVEMENT.PL/10E 4- THICK RIGID POLYSTYRENE INSULATION BOND (TWO r LAYERS WITH OVERIAPPINO JOINTS) 012 (O IS OUTSIDE DIAMETER OF PPE) THE CONTRACTOR SHALL ATALL TIMES O KEEP THE TRENCHES ENRRELY FREE OF WATER UNTIL ALL WORK IS FINISHED AND READY FOR SACKFILLING STY CRUSHED STONE REDOING I- UNDISTURBED $OIL TYPICAL STORM AND SEWER TRENC IDETAIL N.T.R. r TICK STANDARD ff THIC(ALL DRIWEB 5' 3MD PS' 3 CONCRETE �B^ 1 WALK �- I/4•/FT. 3 4-TOPSOIL $' THICK CRUSHED GRAVEL PER VT STATE SPEC 8704M 1. CONCRETE SWLLL HAVE A MINIMUM STRENGTH OF 3.M MI AT 28 "Y SHAD M AM ENTRAINED WITH AN ADMIXTURE PRODUCING AN AIR CONTENT OF 5%TO 7%BY VOLUME. 2. HALF INCH(1M TRANSVERSE EXPANSION JOINTS SHALL SE PLACED AT INTERVALS NOT EXCEEDING TWENTY FEET(2D). SIDEWALKS SHALL BE SCORED TO A DEPTH OF ONE INCH (I-) EVERY FIVE FEET(r). CURB AND SIDEWALK SECTIONS SHALL BE SEPARATED BY PREMOLDED JOINT F-R. 2. AFTER THE INIML CURING PERIOD IS CVER (APPROX%N1FLY?0 DAYS, ALL EXPOSED SURFACES STALL RECEIVE TWO GOATS OF AN143PALL1N0 CORPOIRO. CONCRETE SIDEWALK DETAIL N.T.S. 1?RAOBrIB�\-1 \\1I EMULBIFIEDASPHMT , IWRMXU8 END PSIRECOIB' END AMA 0-O.M SF BF L9"J NEW DRUSHER RIR CARAMEL R E C E I V E D 12• J SEP 2 k 2W 9IXlARE CLEANOUT FRAME A COVER e L~ON R-0OB OR EQUAL N.TS. SHORT LENGTH OF PPE AS NOTED ON PLANS f- FLOW INW. ELEV. POINT CLEANOUT DETAIL (STORM& SEWER) NOTD5: 1) CURBING SHRILL BE CONSTRUCTED IN 1D SECTONS WITH 1 V- INT BETWEEN SECTIONS. 2) CURBING EXPANSION JOINTS SHALL SE CONSTRUCTED EVERY 2TI AND SHALL BE CONSTRUCTED OF HMTERML CONFORMING TO WRTO DESIGNATION WIW (IW SPONOE RUBBER OR CORK), 3) ALL EXPOSED SURFACES TO RECEIVE 2 COATS OF AN NRl-BPALLINO COMPOUND. CONCRETE CURB DETAIL N.T.B. City of So. Burlington w OF V f. DI� �CIgTE^ AL 1 4/09/10 1 REV. SIDEWALK& CURB DETAIL NOTES I RD I These plane shall only be Used for the purpose shown below: 0 Sketch/C.-,. [1 Act 250 Review r THICKGRAVEL BASE 0 ftd-SAy 1] Comml - UNDER CONCRETE PAD PmMI RAW Review R 1] Renard D.-g Ir X i-r-2500 P.-BENNCRETE PAD o 46' BEND Lodge at Quarry Hill 090271 Assisted Living Facility SIN"" Z250 Quarry Hill Road South Burlington, VT XD p Do - U Lao o DETAILS DETAILS & SPECIFICATIONS xeeke RD SEWER & SITE WORK Lamoureux & Dlcldnson N" Consulting Engineers, i VT lO 52C, sheet Rumbe 14 -878-[Gepe Driv450 E L VT 05452 3 oT 6 802-678-0450 www.LDeugincering.com 1.V0D9W9027WN9W902T4.c.,L 4/13/2010 3:n:%PN WATER �N SPECIFICATIONS 1.9 CONSTRUCTION METHOD NOTE: ALL WATER LINE AND RELATED WORK TO BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES FOR ALL WATER SYSTEMS OWNED BY THE CHAMPLAIN WATER DISTRICT, THE CITY OF SOUTH BURLINGTON, COLCHESTER FIRE DISTRICT #1, AND THE VILLAGE OF JERICHO, HENCEFORTH THE -CWD SPECIFICATIONS'. SOUTH BURLINGTON WATER DEPARTMENT'SBWD' SHALL BE NOTIFIED PRIOR TO BACKFILLING TO INSPECT ALL JOINTS, FITTINGS, MAIN LINE TAPS, APPURTENANCES AND WATER LINE CROSSINGS. NO WATER LINES SHALL BE INSTALLED AFTER NOVEMBER 15 OR BEFORE APRIL 1 WITHOUT PRIOR APPROVAL OF THE SUPERINTENDENT. THE SUPERINTENDENT MAY RESTRICT WORK BEFFRE NOVEMBER 15 AND AFTER APRIL 1 DURING ADVERSE WEATHER CONDITIONS. A. INSPECTION AND TESTING Vpipe and fiMrgs shall b e Inspected and fasted In aaoNance with to n]NvbcWreYs aWrica on, and the ebremenIT ice AWWA Specifications. The Contractor shall furnish far aperdv it certification I- the pipe manufacturer that all teas have been pedormed with satisfactory resuM. Pipe shall not be installed without the Engbee/s or Water AuOnMyh approval. B. INSTALLATION Pipes, fiMNit. and accaaeoriee shw11 he carefully handled b avodm daageb b ¢ . POI, the des, of eepsnce ul The project work by Oro Owner, tha Contractor shall lapels any new pipe a aaesaory fend to hat dafa'V.e al any time, i Ming after inatallilbon, el reezpenes to the Owner. All installation and! loading shall he done in accardere a wath AW WA Standard C-600 and ANSI Spetinwlion A21.11. An pipes ehowf crecles shall be rejected. N clects occur in Ma pipe. she Contractor may. at This own expenes and On the approval of the En inee,. out off the «xked portiere .1. pled as least twelve iwivaa (17) horn t viaia. limns of Me clerk and use Ma a-nd portion of the pipe. All pipes end Milk anan he cleared of ell foreign matter and debts prior to iesWl.ton and shall W kept dean until on sane d acceptance by Me Owner. At all times, when the pipe laying Is not actually In progress, She open a des of V. pipe Mall he closed by temporary wataftht plugs or by oM- approved means. If water Is In Ind seKA when work Is resumed, the plug shall not Is retrieved until all danger of water .nter ft the pipe has passed. The pipe shall he lnatelatl in Irene ea and at the line and grade shown on the Contract Drawings. Any tlenechon joins shall he within She limits Specified by the ntan.acturw. All piping end appurbmn-a 1.1 GENERAL: wnneded men to the equipment shall he supportain supported so that no strwill ba trrsso.adn the oequlpmernk If the Tina Item shell consent of the Islas, aqulpxnd nd. emateriel requlted forMe leb mmmlllm of the equipment manulecturele epeciflcallone Include the pomp loads are not RI be aansiened, the Centr to Mall eat -mains and earvlrae which shall Include eX-vatbn, b icknlllrg, pipe, valves, lows, hydrarN, elbows, submit cartiflratbn of c«npiat -. reducers, and all "',.p "nMgee mceaesry for a complete wstsrnteln eyetam as Indicated on the ewpsd ConcretethmN storks Nell M metalled In all plugs, taro, end barhele deflardap 11 1M depress «more. Cara dhewlrge. All mabrtale and Iretatlstlons must corny, with the CWD Specifications and M.11 he alpP'o•'Btl by tlro anal) be, taken to ensure that connate will not coma In canted with fie rhgea, Nib, «bdta. The requmd area of lKe1 munkip.l was, Butnodly. thrust bl-ks ere indicated -the pima or Mell M as approvetl by the Ernglreer. 1.2 WATER MAIN PIPE MATERIALS: Wherever seware clods under walennains, the wale-Ol shell be Into a[ slach an Navatlan the to bptlpm of DUCTILE IRON PIPE Dueita encasementconf«nang b AWWA C1D5. Minimum Bail pipe shall Include PolyethyleneAWWA the wata-In is at Ieaat 18 inches above She lop of the sewer. This vertlsl aapasllm elWl bs mµNamBd for ,run,diarre arlvas (E) end -nferm b wrhertt AW WA C110 or ANSI Specification A21.10 with Clan 52 minimum t:dvhma . W) that portion of Ma wnamesn boated within al feet T(T) ha¢.onsly of sr�aaAaer I posse. Pualson Joint accessel .hell conmrm tO eppI-b;. squire -ants es AVYWA C1I I or ANSI Specification There Mall a noN- phyI connection between the dsbbutmn evident and ay pipes, pumps,renta hyd, or o nle A21.11. Install no leas It,.. Area (3) braes wedges ad each M. which are supplied or may De supplied with B wale, that b, or may he, d«ewrYnebd. In Imtarxes where the Pipe ehMl bar cement molar -land on Se Inside In accordance with AWWA C104 or ANSI Specification A21.4 use of ciftrenl types of pipe require joining, the Contraclar shell furnish end nNell all necessary adaptors, xcept that the dement -lining thickness .hall not be leas Than three- total Inch (3r16'). A plus bbrance of AM trnhchmg safety Btantlards shall lea In conbmence writ, all applica a S1! and Fad«al GOdshr es and as ohs .Igm Inch (1/W) will he -ft.. ep inert on the Plans. 1.3 FITTINGS The Contractor ahas, at all times, keep the trenchoa antimly free of water wren all work le fleshed end ready W NI these fllnrngil, corporations, cum elope, meter tall pte-a, albewa and anglo velum hall contaIn me -lath of b IIIllrg. Ana, the vNieue pipellnee MvB -0 Installed, the trenches Val other areas b he haled Mall da orro Portent (o.t 0%) total IeaO rxntend by wagnL or Imo. No-load braes nMnpa Men he CemhnOga Braes becIrItleel to a,Dg,,d, wltn, wherever-esble, matehel axravated teen ees lea ken. No W J,flNnp wB de Nd Land, Red Mamdadunrg or CMmplam Weler Dlb d appalme roved apu, nu/ turgid rn accordance wan Mletwetl until any conm es asonry de has l surd -icy, as d-I etl by Ise Erptrew AW WA C800. NI Noiead bmss Mugs shall have the menulecmrere -me or tra0emk,, Integral, clamped or reel on ft. AmOer mwldng Identifying Ind Noland tress a shall also he - a atemped on Ile step. As melatfel tar baGnll4g ..It he free of runs, eW-. and Trust. Mte rtsr RMd for beddlllinp tart, less Mall he heal .1.1-as wagnie, over W pound.. No stones -ON over «es and orhFhalf I- (1 M en Me Ducttle icon Mtlegs e1e11 be caret,- t4ed, he- 350 pounds working pruearre, and he In a-.- win IoNsed Oknenaian stall be placed -In one fees (t') of the pipeline being babeletl. W, and «G153 singe. Mocha j rteaeins wM NAM rhos endWel . s Wars.. d sots MINI M EBM «Sigma, lh a Champlain Wal- DkiWd approved equal grip deg. eve be EB Sig ad Ike BaGMI for all pip'nes Mall de pleaded in eu inch (M) layers, aeM layer Beep NeroLghly competed to nick lees nfiftk Class 250 rand imn fisrgs. Clot imn Men salve Iillres (1T) shall Mve a elandartl body length wquel ast ee ahere Men 95 percent d madmunt dry dm,ltym det«hnlnad by the AASHTO-Td9 Stv dwd Procle, PaMalar Clow urge, Class 250 Mtlnge will M allowed In lieu of ductile Iron Mtinge In sires begs,1Mn Iwolva Inccleea (12'). Pipe or we shall M e ken"c In the pia a d""eent and p _hV A l the ft saYMW In ed it b tlemepe tlhe Pipe« eVuclure. The d knit shell be brwgM up aveNY MI watemub MLN Oe ktelalled witha miMnum 1 A GATE VALVE RESILIENT SEAT: rover depth of e1. (6). Gets vel...hall be AWWA C 509-87 Sbndenl Gel. Valves with mechanical One, of Ass we required on the plane. All valves mall be of dest «tludll. Iron body, pehellel brake seats, no - ket, abm, Inside ease, real. Surplus esuvehad matwblk not used M beckflll shall he disposed of h ke aINIKw setlsftory b the Ertpmeer, east with'or Rlrg Stan, Seals. MI vaNea m be equipped wet, a valve be. hX a rawnum of 5.5' es weer All surok. -.net or all snarl mved be reopmmpty and disposed of- se not b be ab)edtl«ede le a - art The gab valves shell open kill and he daugned b a weld,, preaaure oI 200 pal o, to to genwal public. Each vahe area have meket's mmn, prmsure rating and yaer In vrhl Jh manulae9aad cast de She, body. Poor Valve bexea.re to M NMlellad on .II huned valves. The -wk shall M a•a eon w1M a rrYnmam Ta and to shipmeal Tom Ma fadory, each valve shall be lestnd by hydrostatic pre.sure equal b Iwka tee spokli on>mulM Inch IS 1/4') diameter and keg s ek gh to exWd from 0e vase an Rivalled gede. The boon, shell waricIng preaaler, Buried valves Mall be InaWled wIM a v.- box. a, the o 11W run and etunkhg Mx of the valve. Valve M.m area mot transfer bade Into ft valve. Covers Ne'1 u clow fiim,g and didtightwon the lop IT t ha cover flute valet, eta kp of to box nth. Covers shall 1.5 VALVE BOXES: be rn.- -`Vale( wish an a- indirah, Me direction of openingvalve boxes anal be tees piece stlpy-. Inch (5 1/0') Nan; Mx MUM (I') Varrh derAh. Call ken Cyr�dede bce Neo-lRe: Me end oneion of rknd'1YATER' end Indbatlrg direction of o0e,gn8. The wmerin, shaft Izo ,dr, , ssbb, tamp«an PVC Madre, approved by Naha Engineer It an gem valves, wro >lopa, and el The end pf wateritnes m a point stx kghro (8') above flnlan 1Tuhe. The marks Men he eealetl 1.6 FIRE HYDRANTS: securely Into Ina 9mand. All IT rants are to b e 3Wey. 5' minknum m dleeler and Ilmdetl The e ToIIAmll- Con Nng akok MuSuper tu. 250 or Kennedy Gu.rdlan K-61D or Wabmu, Pader. C. FIELD TESTING Mein Valve Opening'. 5 1M InrAes, left opening E,ci s, oMerwlss tlk teel, all ppellnes shall be Ie ded. PlpNlnseled es eravatlon «bedded In ronrrale No Arrangenwrt Two 2 la Inch those norrlae wen NST threads. One 4 IR Inch punster norrM shell M leslnd prior to heckMbg or the piadng of corraol,. end any expaaed piping areal lea meted prior b held with NST Iles- p.Inbrg Ina C-thed« mall mmbh ell gauges, lesnrg pugs, w-, end a• oNw neukssrY epupr-rhl and Intl Conrectlon: I Inch mael enical )okn later le perform leakage and prrosure salt in section, of an approved WqW Each valved secten ur a Operating Nut: Standard 1-1T2 kvch peatagon a exknum of -a twussnd feel (1,000') of the pipe sha11 be touted. All w6ror requlad for IeeMg shall he paahe. Dlncnbn of Opening ' Counterclockwise AN bating shall ba mndudod In ft presence of the ErgI -. Cei Emmalh hydml red Depth of Bury. Se-hnl cover. The hydhere shall have at least 15' and re nee Man 21 Inches For Na pre,aore test the C---MINI develop and -,,loin 200 pAArr W spurs arch W Iwo house. bstwskn the bOlnprn es Ind Neamw cap and the ground. FeMure to nod the dmgn.led pressure b the tee -hour period cersthule. at IaFae A to section s.btl. The Deem: The hydrant ..If he nIndroking or have the d,aln. pw,rurwMy, plugged. ImkMp lea .MN he pelormnd wnmU nfty ws the pressure lest. DUM1r�ie beL Ie Coraremr Nell Dow Hydrant nags shell he equlred and supplied for each hydrant. moaeure tiro quandly of water required b meInsm 1M leer pressure. l ealRlps stW eel exited to qurly mh,uO by 1.7 HYDRANTBRANCHES: I = SD (Square rant a P)/ 146,DDO Hydrant aeaenhdbs Mall dersst of an abler W or. Swivel Joint Hydrant Taw, a sd4nch meMram joke where'. I. = Leakage In galloneneul gels valve confl-IN to the above speclllcatbns, the eppropre d, length of ed-Irtch DI Clem 52 pipe, ell S Length of pipeline bstad necessary anchor coupkg. end epprovsd etabnnhg gland,, Ina Ms hydrant and approp- thrwl Mall. D = Dlamslw of pipe In hchee The hydrend hall nave st least twelve IrhMas TT) beMaen Me bet«n of - rode - up.nd the ground. For P = Ave age trot Fhweaake In pal elrglo-mmny house aundlvlelom, Mare w111 he at least one hydrant at each Intersection and a muknam IT 500 All Indira alhan he conducted 1n ado -dance with AWWA CADO larval resW Wh. Should any sectlen of Ind bat (50R) bBNraen hydrants with a minimum water now of 500 gallons par minus wIM a 20 Pal residual pipe fall aline, the pressure or leakage mad, the Conrad- snail d0 eve neceeesry b local end pressure hom each hydrant ,spar or rape- the defective pips, flnlrga, or jdnb in no ezpwea to ne IDars. 1.8 WATER SERVICE CONNECTION: D. DISINFECTION: A. GENERAL REQUIREMENTS Chlodretbn of the wat-main ahlll he conducted only .nee the ,In has been Mused and a des, nream is The Contactor shell Install three -fourth, Inch to two Inch (3/4'-T) copper type K soMces as Indicated - the Contract Drawirge IT as directed by Ma Engineer. Each service shall consW of a mrpwatbn, wrdsan rapper oblelned as dalememetl by the Erpkrow. tWing, and a curb boz with dandle m0. Coryoredon shs11 he and M b to ductile iron p- by means of a The Convector a 11 mmish all labor, equipment. memrui end sods rvedsary m dwnsd tlhe pipe sect of -tap. appurtenances in alznrdarv-ws the AWWA Standard for Dbinlactlrg W,dermalns, C651, with M. B. CORPORATIONS --pit- of the meat nte0nd. Corporations shelf M Cambridge Brass No ead, Red Hod Manufadudrg 4381, - Champlain Water )WAd The mewed of dslnfactian shall be by to continuos. Neel metetl unless aeherwhis approved by ft app-ski -luel, ne nubdured In accordarhm with mMuel AWWA C8D0. Corporate. all I.- leM r reack, Engineer Aftw fllling, Ilmhlnp, and tM,ndMm of,NWn, Wd , Ms sae dYertrewrhrarhbatpn Wham Ind adeptatl as AWWA Figure N 1, at M. Intel and a wmpreselen,q pa sing at the -Ink, Bale inlet end aamt aneit pipe shall he al least 25 mg/I. The chlorinatetl water shall remsbn In the mans son a pwlod of al least 24 hours. he of the same elre. At the and of this period, end heated water In all pettlons of the realn Nan mot Ave a residual of Idea tan 10 m9'1 of free d train, All dlNnle fien .hall M perennial andw Ma au frervson eftheEngt es, The Corporations hot he dk �y tapped inm dumM icon pipe large Man Nx i«Tee (W) in elienesr. 1n ro dtw d�ln/ten pmceeE shall .wpreda oily ill- (2) ssmpkie fluNed, disnhsctnd evidence Intuance, except when a ta Nesve and valve a t and, atoll a lop M eased and a mrpoelim aetatlnd oPng M r and said n f by Ind Engineer and leenf al aPprovnd laboratory New, ro evidence waterdippingrevision. used in during nkne W C. CURB TOPS fluhlrg and lasting o1 the new main must be dechloMatad prior to entedv® any water of the State. Cam Ind aMil be Cambridge Bans No-Lesed, Red Had ManufaduMvp SB 5151/64151. ar Ch,mpbtn Weld This plpellne arhd eppurbnencee aMe be malntalned m an unoontaminasds ode fide, until final wccepta«a. D swr approved squN, manuftured In ecoordarhca wfth AWWA GOOD. Curbefepe atoll M a qualerJum, Disinfection shall W repealed when and where requlretl at a• upense b 1Na Carrier unbl Mel acceptance, by pl."pa valve with an '0' Ongtype, Best. The cl,rd-p shall open left end have I pos" step. Ne dvrtai shell have the ability to train the servlu Minis Both Inlet end outel of Me curblop hall have c«nlxeeebn-ryp. the Owrar nftlrge. The des head of Me Curb- aloe IMII have provision for the connection of a service lode E. FROST PROTECTION OF SHALLOW WATERLINES D. SERVICE LINES Copper tubing shall be typ W sell-twnp-, conf-JN to ASTM B88. The mme or trademark 0 the Waled- with less Man s, feat IS) of rover over the crown, or where badkasd on the pans, shall he pm ecteel against freezlrg by inalellaton of four' At, (4') thick Styrolowe SM inaulmirg slaw wall m inufacurer and type hell he stamped at regular intervals song Me pipe a total wNlh o/ four Feet (s) «Mice the pips diameter, whlchmr is greater. TM ahees, shall be l Pbove (Care E. CURB BOXES AND RODS the cniown arW1 he m sketaad by the Contractor during heda a - d-Ion ever the Curb bonds,shall he of the sliding adjuetade-typs capable of adjusting fmm Iva Teel m Mz leel (5' - 6). TM nlyroloam bees b prevent d.mage b Ind sleets. syrgfeam she sheeta aNell rmel tl1e c«np,esalva base of the be, Nall be arcRtype ad as to prevent the boz horn reslmg arty on the wlMtw. TM adjustable ate Nth requhemer s of ASTM D1621-13 and shall he as m,nufadursel by Dow Chemical C=M,, upper section shell be ors Inch (1') In dlameler for use with tes-mulls and one Inch (W4v end 1-) rurMbq. Midland, Michgsn, «equlvalenL In np caw snail Ind wamdirvm have lees plat, bur/set (4') d lover For larger Guth-ps, the upper stbn shall he one and ona4ckl Inlhaa (1 1/4') In damaW. ever Me top of the papa. Steddeary rode afte ! to the key of [he wrbstop ahall he atableae steel snd shall M Thiny inet a (3(') In ar gdO for three -founds and one knch (314v and 1') wNatopa and twenty-four bonds (24') for laryw aanstpe. TM vw of the hez shall M by'Mueller' with the countersunk brea t plug type. The word'WATEW ehal bs Inschhetl on the cove es Me loos. Bond Me coves end tlha upper stl- of Ma boz atoll M ebb m he bubo ws an eq.tilype metal bum,. F. HOUSE SERVICES CONSTRUCTION METHODS Th, Contractor shall make all receaeary tape Inm the waWmeln and will Insist for each lot or unit an appmvad brae. deeporelbn stop. The Contractor shall also wont the yp W copper service pipe to the fiangnd joint, which WWI be connected to the brake type curbetop wall Intel and outlet M Me eppwpdate typeW copper service pipe. Such culelop shall he located net Iwas than I. feet (6) Mlow the grand Malice and shall be adc-ids hom the surfs- through an approved No W. POWERMN. MODEL 3480 MI STAINLESS STEEL TAPPING SIEEVE SPLIT END GASKET SIDE GASKET TAPPING SLEEVE NOTES TAPPING SLEEVES SMALL BE OF THE SPLIT SLEEVE DESIGN CONSTRUCTED WITH TWO SOLID HALF-SLEEVESBOLTEDTOGETHER.SLEEVESSHALLMCONSTRUCTEDOFSTANL WSTEEL,SHALL NAVE A WORKING PRESSURE OF AT LEAST 150 PSI, AND SHALL HAVE MECHANICAL JOINT ENDS AND SIDE GASKET SEALS AS APPROVED BY THE SBW'D SUPERINTENDENT. ALL TAPPING SLEEVES SHALL BE PROVIDED WITH A Y4' NPT TEST PLUG, OR OTHER PROVISIONS MUST RE LADE FOR AFt TESTNG THE VALVE AND SLEEVE AT MAXIMUM WOREONG PRESSURE. PRIOR TO TAPPING. ALL BOLTS AND NUTS FOR n CWWMAL JOINTS OF TAPPING SLEEVES SHWL BE OF HIGH -STRENGTH CAST NON OR HIGH -STRENGTH, LOW -ALLOY STEEL CONFORMING TO AINSVAWWA C111/A21.11410. ALL BOLTS AND NUT9 FOR FLANGED JOINTS OF TAPPING SLEEVES SHALL BE OF HKi45TRENGTH, LOWCARBON STEEL CONFORMING TO ANSVAW WA C1 iwA21.1 De], APPENDIX A ALL BOLTS AND KUTS SHALL BE SOUND, CLEAN, AND COATED WITH A RUST RESISTANT{UBRICANT; THEIR SURFACES SHALL BE FREE OF OBJECTIONABLE PROTRUSIONS THAT WOULD INTERFERE WITH THEIR FIT IN THE MADE -HIP MECHANICAL OR FLANGED JOINT. ALL BOLTS AND NUTS USED WITH ALL PIPE SLEEVES SHALL IRON FINAL TIOHTENaq MO TESTING. BE BRUSH COATED HEANLY W ITH BITU nC COLD -APPLIED MATERLLL M T GHLY COVER ALL EXPOSED SURFACES OF THE BOLTS MIO NUTS. TAPPING SLEEVE ON EXISTING MAN (SEE ABOVE) PROVNXTNIWBT (� SLOCK(SEEDETAK) III E N 11'CRUSHED STOIJE TAPPING VALVE NOTES: 1. TAPPING VALVE SHALL CONFORM TO ANSVAYhVA 0509e7 STANDARD FOR RESILIENT -SEALED DATE VALVES FOR WATER AND SEWAGE SYSTEMS. EXCEPTAS MODIFIED HEREIN. VALVES SHALL OPEN COUNTERCLOCKWISE AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI, INLET FLANGES SHALL BE CV 4S 1Zh CONFORMING M ANSI SPECIFICATION 11161 OR M W AWWA C11 WA21.10. AND OUTLET CONNECTIONS S11AL1- BE STANDARDIZED MECHANICAL JOINTS. 2. BURIED TAPPING VALVES SHALL BE PROVIDED WITH A S SOUARE WRENCH NMAND SHALL M INSTALLED WTH A CAST IRON VALVE BOX M REWIRED TO ALLOW P09R1VE ACCES9 TO THE VALVE OPEMTNG NUTATALL TRIES. N M9TAlU1MJN9 WHERETHE SMALL FROM GRADE TOTOPOFVALVELS CAHAT T RREJIS«.AVALVE STEM RISER SMALL BE PROVIDED MIOFROM 4'INSTALLED SUCH THAT THE DEPTH FROM VALVE STEM RISER NUT TO GRADE IS EM FUSER R TO B 6 (MINIMUM LENGTH OF VALVE STEM RISER a 2' P ). VALVE STEM NSER 9NALL BE OF HIGH STRENGTH STAINLESS STEEL AND OF WELDED WNSTAlK11(lN. 3. SEE WRIITEN CWD SPECIFICATIONS FOR FURTHER REQUIREMENTS FOR TAPPING VALVES A SLEEVES. all" a�co,EA 4 ED `WATTEEPx-wlre ANCM,M TO Is ICE W/ TJMTR ApAPl01 THRUsr _X '"I". aCLUCIR -AT vALvir HHyvcan SPECIFXMgNS puWNG (PDETAI I cWUSvSP.�v.) din-AWAT rUf1GE IS' to 21 PIuc HYDeAr1T IXWN 1 MIT. IG 2 '�.. ,uNbI51URBI EMIR THRUST BLOCK e INLN N PIR WHm MEG-UM q/Jg5 MINI CPUW ROHIC NNMUM T2' THuc NOTES: ALL FITM P ARE TO HAVE WEDGE SALE R FITTINGS CIATO I) PRIOR TO ED WITH THRUSR BLOCNS M. FIT11NG5 ME TO BE Wa'P PIPING WITH Selo). POLYETHTO BE. J) THE a' PIPING DOES N01 HAVE 10 A WRAPPED IN P«YPNTENE. HYDRANT ASSEMBLY DETAIL NEW SEWER PPE (CENTER ONE LENGTH OVER WATERLINE) 11P MN. NEW WATERLINE OR SERVICE CENTER ONE LENGTH OF PIPE CATCH BASIN IM NMW UNDER SEWED[ m MINIMUMS MANHOLE SEPARATION FROM ALL CENTER ONE LENGTH OF PPE "SC71NE2 OVER SEWER HEW WATERLINEORSERVICE NOTE: IF 1B• OF vurricxL MPARAIIONCMI NOT BE • Is' N. MAINTAINED, THE SEWER LNE SHALL BE CONSTRUCTED TO WATE MSrANDARD9,A MINIMUM OF 20 FEET BEYOND EACN SIDE OF 20 NEW SEWER PIPE FEET BEYOND EACH SIDE OF THE CROSSING. (CENTER ONE LENGTH UNDER WATERLINE) SEWER I WATER SEPARATION DETAIL FOR CROSSINGS N.T.B. FINISH GRADE BACKFILL WITH APPROVED EXCAVATED LATERAL TH ROUGHILY COMPAGTEbI 7-4-, IN e' LETS THE-3 OF TRENCHES < Y .1. UR MORE IN DEPfH ENTERED BY PEILSONNEL SHALL SE SHEETED OR _____ -___- SLOPED TO THE ANGLE / OF REPOSE 1 APPROVED ROCK FREE � BACid",-DUGHLY r-m COMPACTED IN a• Lai (ND 8TON1 LARGER THAN 1 IM DIAMETER) I, s U/t APPROVED GRAVEL OR SATO FOR COPPER OR D.1. PIPE TYPICAL WATER TRENCH DETAIL NTB '"a TBLOU(BMNEA SURGEON 100 PSI E AND M PRESSURE RUS 100 PSI BURGS ALLOWMICE AND BEMINC CAPACITY OF 2000 L89/SO FT UNDISTURBEDSOIL IF COVER Is LESS THAN F PLACE 2 PIECES OF T THICK WSULARGN 90ARD, SUITABLE FOR BURNL. OVER THE PIPE WITH STAGGERED JOINTS. N NO CASE SHALL THE PIPE NAVE LESS THAN I. OF COVER, ALL WATER SERVICE LINES UNDER PAVEMENT SHALL BE INSIXATED REGARDLESS OF DEP1H. (O IB OUTSIDE DAMETER OF PIPE) THE CONTRACTOR SHALL AT ALL TIMES KEEP THE TRENCHES ENTIRELY FREE OF WATER UNTIL AL1 WORK IS FINISHED AND READY FOR BACIffLLNp NOTE EIGHT-WCH AND LARGER DUCTILE SIGN ION WATER PPE 9HAL1 NAVE W LESS THAN THREE (3) BRA88 WED(E8 INSTALLED AT EACH JDINT. 3=M 3500 PSI DDNGI=i[ CONCRETE END AREA MA RIND END AREA AGAINST BEATING UNDISTURBED AGAINST SOIL UNDISTURBED 90l TYPICAL BENDS TYPICAL TBBS-DBADBNDS-CAPS NOTE: RACE 4 rtB POLYETRYLI]E BETWEEN F"M AND TIRRT BLOCK RECEIVED THRUST BLOCK DETAIL. SEP 2 4 2012 City of So. Budin ton 4/09/10 ADDED FIRE HYDRANT DETAIL RD 2/17/10 REV. WATER SPECS. & DETAILS RD DNe Revision By Tb- plw MINI only be used for the purprod .h- below: Sketch/C-cept (] Ad 250 Review (] Preliedimry (] CombucGOD Final Local Review ED Record Drawing Z ° Lodge at Quarry Hill '27`Nq H Assisted Living Facility S""ry ~,n 250 Quarry Hill Road South Burlington, VT Design y,PE Off of DETAILS & SPECIFICATIONS L WATER SUPPLY o°I 7�Ns. 3e46 �' Nov. 2DO9 o/ars Z Scale AxYAI Lamoureux & Dickinson NITS Consulting Engineers, Inc. sheet name' 14 Moree Drive, Ewa, VT 05452 1102-K7K-0450 Www.LDengtneerfng.com 4 of 6 P:V0bs\lXX27\dwg\0vd27 OIAwg, 4/13/2010 3:24:32 PM STANDARD EPSC PLAN REQUIREMENTS THIS SECTION CONTAINS THE MINIMUM REWIRED ELEMENTS FOR ME EROSION PREVENTION AND SEDIMENT CONTROL PLAN. THESE ELEMENTS ARE IN ADDITION TO THE SITE SPECIFIC EROSION PREVENTION AND SEDIMENT CONTROL PRACTICES SHOWN ON THE PLANS EROSION PREVENTION 1, THROUGHOUT CONSTRUCTION. THE AREA OF SOIL DISTURBANCE STALL BE LIMITED TO THOSE AREA(S) THAT CAN BE ACTIVELY WORKED AND MANAGED WITH ME FORCES AVAILABLE. AREAS THAT ARE NOT ACTIVELY BEING WORKED SHALL BE TEMPORARILY STABILIZED. 2. THE MAXIMUM AREA OF SOIL DISTURBACE AT ANY ONE TIME ON THE ENITRE PROJECT PMCEL SHALL BE LESS THAN 2 ACRES. 3. WINNEW BASNS, SEDIMENT TRAPS, PERIMETER DUES, SEDIMENT BARRIERS, AND OTHER MEASURES INTENDED TO TRAP SEGMENT SHM1 BE CONSTRUCTED M A FIRST STEP IN ANY LAND-0ISTURBING ACTIVITY AND STALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES RACE. 4, CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEG M TEMPORARY OR PERMANENT CHARNEL. FLUME, OR SLOPE GRAIN STRUCIIIRE. 5. WHENEVER WATER SEEPS FROM SLOPE FACE. ADEO ATE DRAINAGE OR OTHER PROTECTION SHALL W PRONGED. 5. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND THE RECEIVING CHANNEL. 2. UNDERGROUND UTILITY LINES SHALL BE INSTALLED N ACCORDANCE WITH WE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A NO MORE THAN500 LINEAR FEET OF TRENCH NAY BE OPENED AT ONE THE. B. EXCAVATED WMRULL SHALL BE PLACED ON THE U LL SIDE OF TRENCHES. B. ALL SEDIMENT REMOVED FROM SEDIMENT CONTROL PRACTICES AS A PART OF MAINTENANCE SHALL BE DISPOSED OF IN AN AREA I- IS: A LESS THAN 5%N SLOPE. B. AT LEAST 1DO FT. FROM MY OOWNSLOM WATER BODY OR CONVEYANCE TO A WATER BODY (INCLUDING STORM GRAN INLET moTCH} C. VEGETATED. PERMANENT STABILIZATION OF SEDIMENT SHALL BE IMMEDIATELY IM•LEM:NIED FOLLOWING DISPOSAL, B. FOR ANY AREA TO BE STABILIZED FOR WINTER BY VEGETATIVE COVER SEEDING MUST BE COMPLETED NO LATER MAN SEPTEMBER 15. 10. ANY AREA TO M STABILIZED FOR WINTER THAT ODES NOT RAVE ESTABLISHED VEGETATION BY OCTOBER 15 MUST M STABILIZED BY ANCHORED MULCH AT THE WINTER APPLIUTION ANTE OF 4 TONS PER ACRE. MOMI APPROVED STASEJUTION MEASURES (E.G. ROLLED EROSION CONTROL PRODUCT), DORMANT SEEDING (E.G. WITH MINTER RYE) IS RECOMMENDED. IT. DISTURBED AREAS BORDERING AND DRAINING TO ROADS MUST HAVE AN APPROPRIATE SEDIMENT BARKER SPANNING THE EDGE OF THE DISTURBANCE TO PREVENT WASHING OF SEDIMENT ONTO ROADWAYS OR IWO ROAD DITCHES. 12. HAY MULCH SHALL BE APPLIED AT A MINIMUM RATE OF 2 TONS PER ACRE, RAY MULCH APPLICATION DURING WINTER CONSTRUCTION SHALL BE AT A RATE OF 4 TONS PER ACRE. WHERE SUBIECT TO BLOWING, MULCH SHALL SECURED N PLACE BY TRACKING WITH EQUIPMENT (WITH TRACK RUNNING PARALLEL TO SLOPE), ATADKIFIER, NETTING. OR REPLACED WITH PROPERLY ANCHORED EROSION MATTING. 13. PLACEMENT OF SEED MD MULCH SHALL OCCUR WITHIN 4B HOURS OF PU'CEMIEW O TOPSOIL AND COAPLEGXN OF FINAL GRADING (NOT WITHSTANDING STABILWTgRI RECUIREMEMS ELSEWHERE IN THIS PAN). 14, ALL TEMPORARY EROSION AND SEDIMENT COIrtRO MEABURES SMALL BE REMOVED WITHIN D DAYS LATER FINAL SITE STARILWTKNN OR AFTER ME TEMPORARY MEASURES ME NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED. STABILIZATION 15. ALL AREAS OF DISTURBANCE MUST HAVE TEMPORMIY OR PERMANENT STABILIZATION WITHIN 14 DAYS AFTER TARS TIME. ANY DISTURBANCE IN ME AREA MUST BE STABILIZED AT ME END OF EN]/ WORKDAY. THE FOLLOWING EXCEPTIONS APPLY: A STABILIZATION IS NOT REQUIRED IF WORK IS M COWINUE IN THE MEA WITHIN THE NEXT 24 HOURS AND MERE IS W PRECIPITATION FORECAST FOR THE NEXT 24 HOURS. B. STABILWTOM IS NOT REQUIRED IF ME WORK IS OCCURRING IN A SELF-CONTAINED EXCAVATION(I.E. NO OUTLET) WMA DEPTH OF 2 FEET OR GREATER (EG. HOUSE FOUNDATION EXCAVATION. UTILITY TRENCHESN 16. MAINTENANCE MUSTBEPERFORMEDABNECESSARYTOENSURECONTNUED`TABaIUTXII. EXCEPTASNOTEDBELOKALL SITES SHALL BE SEEDED AND STABILIZED WITH EROSION CONTROL IAMRJAS. SUCH AS MULCH OR ROILED EROSION CONTRO PRODUCTS. INCLUDING AREAS WHERE CONSTRUCTION HAS BEEN SUSPENDED OR SECTIONS COMPLETED. A ON ME CUT SIDE OF ROADS. DITCHES SHALL BE STABILIZED IMMEDIATELY WITH ROCK RIPRAPOR OTHER NCNERODIBLE LINERS (E. G. RECP). OR WHERE APPROPRIATE. VEGETATIVE MEASURES SUCH AS SOD. B. FOR ACTIVE CONSMLICTION AREA SUCH AS BORROW OUSTOCKPILE/NEAB, ROADWAY IMROVEM=Ni9MDAREA9 WITHIN 50 FT. OF A BUILDING UNDER CONS-. A DOWNSLOPE PERIMETER SEDIMENT" CONTROL SYSTEM CONSISTING, FOR EXAMPLE. T SILT FENCINOSH ATPRKWIDESR ANp MN ATE DISCHARGE SELL. EXPOSED AS CUTS, AREAS ADJACENT TO A CONVEYANCE THAT PROVIDES RAPID OFFBITE DISCHUVM,E OF SEDIMENT, SUCH AS A CUT SLOPE AT M ENTRANCE, SHALLRECOVEREDWITHES WILL BE MAINTAINED O PREVENT SOILLE TRACKING OANRESTABILIZED. STABILIZED CONSTRUCTOR ENTRANCES WILL BE MNNTBE RE TO CONTROL VEHICLE TRACING INTERNS OFF STILL C. TEMPORMYSEDNIENT TRAPPING ,SIMIS Y.SMILE MOVEDUNTIL PERMANENT 9TABILDATON I9 EBTABLI9HEDIN ALLCSIB-IWTINO DRAINAGE HEM.SIMILARLY, ION) TONSHALLBEESTABLISHEDPIUIXilO CANVERTNO 9EDMIEM TRM39ATION IMEA PERMANENT (P08TCON8T O EARTHEN STRUVATER MANAGEMENT PRACTICES. 0. STABILIZATION MEASURES SHNJ1 BE M0.EO TO EARTHEN 9MUCTURE9 SUCH AS DAMS, DIES, AM DNTA810N9 IMMEDIATELYAFTER THAN 3.1 (H. E. ALL SLOPES STEEPER THAN C MPL OR N, BE I M WELL L PERIMETER GOES, SEDIMENT BASINS OR TRAPS. N EMBANKMENTS ORAL, UPON COMPLETION, BE IMMEDIATELY STABILIZED WADI SOU, EROSION MATING. SEED AND ANCHORED STRAW MULCH, OR OTHER APPROVED STABILIZATION MEASURES, AREA OUTSIDE OF E PERIMETER SEDIMENTCONTROL LL NO SYSTEM SHANOT BE DISTURBED. MULCHING AND MATTING REQUIREMENTS MULCH oUAUw APPLICATION RATE DEPTHOF -.. MATERIAL STANDARDS PER ACRE APPLICATION NOTES WOOD CHIPS FREE OF OBIECIIIABIE 1G20 TONS Y T USED PRIMARILY ARIXXND SHRUBS AID OR SHAVINGS ORCOARSEMAME TREES,ORAONOTRAILS. RESISTANTTO WIND SLOWING. DECOMPOSES SLOWLY. HAY OR STRAW MR DRIED, FREE OF 2TONS -80% USE TACNFIER, NETTING, ANDOR UNDESIRABLE SEEDS (4 TONS IN WINTER) COVERAGE TRACKING WHERE SUWFCTTOBLOWING. AND COARSE MATERN NOT SUITABLE FOR SLOPES, NIAV ORAVEI.. STONE, WASHED. SIZE ]rS'-11? 406 CY 3' USE BELOW ROOFUNES WITHOUT GUTTER`. OR SLAG FOR SHORT SLOPES OR AROUND PLANTS ROLLED ER0.910N DOUBLE NET STRAW 105%OOVERAW TO BE USED ON BLOPE3> L1:1 V INSTALL PER CONMW PRODUCT BUMQ-r-NORM MMNUFACMNERS RECOMMENWTON`AND (EROSION IMTTNG) AMERIGN GREEN 9150 DETAIL ON OTHER SHEETS OR EQUAL FOR DISTURBED SLOPES USE DOZER TREADS PRIOR TO SEEDING Q MULCHING TO CREATE GROOVES PERPENDICULAR TO SLOPE OIRECTIO TO MINIMIZE RUNOFF VELOCITIES. SURFACE ROUGHENING GUIDELINES I. SURFACE ROUGHENING SHALL BE USED REDUCE RUNOFF THEREBY REDUCING THE POTENTIAL FOR EROSION. AS WELL AS PROVIDING FOR MAPPINGG OF OF SEDIMENT. EDD IMENT. SURFACE RWGHENINC SHALL BE USED: - ON ALL SLOPES WHERE CONSTRUCTION ACTIVITIES WILL BE SUSPENDED AND TEMPORARY STABILIZATIONMEASURES WILL BE IMPLEMENTED. - PRIOR TO PLACEMENT OF SEED AND MULCH ON ALL FINAL SLOPES 3M:IV OR STEEPER. 2. SURFACE ROUGHENING MAY BE ACCOMPLISHED BY TRACKING WITH EQUIPMENT, OR GROOVING WITH DISKS, TILLERS, SPRING HARROWS, M ME TEEM OF A FRONT-END LOADER BUCKET. WHERE GROOVING IS USED, THEY SHOULD BE LESS THAN 3 INCHES DEEP AND NO MORE MAN 15 INCHES APART. 1 ME SURFACE ROUGHENING MUST ALWAYS BE DONE SUCH MAT ME HORIZONTAL GROOVES RUN ACROSS ME SLOPE AND ACT TO SLOW RUNOFF. 4. WHEN USING EROSION MATING, AMD EXCESSIVE SURFACE ROUGHENING. MATTING MUST BE INSTALLED IN INTIMATE CONTACT WITH THE SOIL SURFACE TO BE EFFECTIVE. 5. NEVER BACK BLADE OR SCRAPE THE FINAL SOIL SURFACE. THIS WILL RESULT IN A SMOOTH SURFACE, INCREASING RUNOFF VELOCITY. SLOPE GRADING NTS 17. ME x MONITORING 1T. THECONTRACTORARDED.ME CONTRILL ACTOR N AS WILL BE WE ONON THE AN CO CONSTRUCTION GENERAL PERMIT AT THE TIME WE CONTRACT IS AWARDED. THE CONTRACTOR WILL BE WE ONSITE PINT COORDINATOR 18. THE ON -SITE CO MlO TOR SHALL INSPECT, MD DOUUME W IN WITTING, THE STATUS OF CONSTRLXTDN ON TIE PROJECT SITE AND EROSION AND SED MILE W CONTROL STRUCTURES AND MEASURES IN PLACE AT LEMTONCE EVERY SEVEN (T) CALENDAR DAYS, PRIOR TO PFEOICTED PRECIPITATION, AND AS SOON AS POSSIS E, BUT NO LATER MAN N HOURS AFTER ANY STORM EVENT WHICH GENERATES A DISCHARGE OF STORMWATER FROM THE CONSTRUCTION SR£ 19. DURING THE WINTER CONSTRUCTION PERIOD (OCT.15-APRIL 15)DAILY INPSECTIONS SHM1 BE PERFORMED AND DOCUMENTED, 20. INSPECTION FREQUENCY MAY BE REDUCED TO NOT LESS THAN ONE PER MONTH F WE ENTIRE SITE IS TEMPORARILY STABILIZED AND ALL CONSTRUCTION Atl%Iry HAS BEEN SUSPENDED, INPSECTDN9 SHALL RESUME PRIOR TO RESUMING CONSTRUCTION ACTIVITY N ACCORDANCE WITH THE REQUIREMENTS LISTED ABOVE. 21. IN ADVANCE OF A PREDICTED RAINFALL OR SNOWMELT EVENT, ALL MANAGEMENT PRACTICES APPIROPRATE TO CURRENT AREAS OF DISTURBANCE MUST BE CHECKED AND REPAIRED AS NECESSARY TO ENSURE PROPER OPERATING CONDITION. IF NECESSARY M PREVEW >E➢I.ENT DISCHARGE FROM ME CONSTRUCTION SIRE M WATERS OF THE STATE, THIS W ILL INCLUDE THE TENPORMLY STABILIZATION aF ALL DIST1AiBE0 SOTS ON TIRE SITE IN ADVANCE OF TIE ANTICIPATED RUNOFF MF OO. PERMIT NOTICE M. A COPY OF THE DISCHARGE PERMIT, THENIDTHORWT" TO DISCHARGE. A BREF DESCRIPTION OF THE PROJECT, AND THE LOCATION WHERE THE EROSION PREVENTION AND SEDIMENT CONTROL R IS AVAUBI.E SHALL M POSTED ATA LOCATION ON ME PROJECT SITE n T E MISSILE TO THE PUBLIC. SPECIAL WINTER EPSC PLAN REQUIREMENTS IF CONSTRUCTION ACTIVM 3INVOLVING EM[M DISTURBANCE CONTINUE PAST OCTOBER 15, OR BEGIN BEFORE APRL 15, MEN THE FOLLOWING PROVISIONS SINWL BE IMPLEMENTED: 23. STABILOEDACCEWS INTSSW MEt DTOPROVIDEFOR OWSTOCItPRNGWHILESTILLMAINMNING EFFECTIVE SEGMENT CONTROL. PACT® SNOW AND ICE MAY NEED TO BE REMOVED AND ADDITIONAL S TONE RACED TO MAINTAIN THE LOOSE STONE SURFACE AT STABILIZED CONSTRUCTION EXETS. 24. ME LIMITS OF DISTURBANCE MAY NEEDM BE REPLACED OR DRAWN N TO REFLECT WE BOUNDARY OF WINTER WORK. THE LAIRS OF DISNRB/WCE SANS BE DRAWN IN M EXCLUDE ALL AREASTEAIPORMILY 9TI1BMJiED FMWE WATER, AND AREAS WHERE DISTURSAIa¢ WRING THE WHITER LE NOT PLANNED. 25. BASED UPON THE WINTER ACTIVITIES PTipOWD, THE ONSTE PUN COORDINATOR SHALL DEVELOP A SNOW MARAGEMEW RAN THAT SHALL NCLLIOEAT A MINIMUM A ADEQUATE SIZE FCR SNOW STORAGEA EA4 B. SNOW STORAGE AREAS LOCATED DONN GRADIENT OF AREAS OF PLANNED DISTURBANCE C. CONTROL OF SNOWMELT RUNOFF D. PROHIBITING STORAGE OF SNOW N. STORMWATER TREATMENT STRUCTURES. E. A MINIMUM 25 FOOT BUFFER BETWEEN PERIMETER CONTROLS (SUCH AS SILT FENCE) TO ALLOW FOR SNOW CLEARING A1)t1 MV WENAN(CF. N INAREAS OF DISTURBANCE WITHIN I SO FT OF A RECEIVING WATER, SILT FENCE SIALL BE REINFORCED OR REPLACED WITH PERIMETER DIKES. SWPLES. OR OTr1ER PRACTICES RESISTANT TO THE FORCES OF SNOW LOADS. 21. ME ONSITE PLAN COORDINATOR INSPEO IOMBI SHALL INCLUDE MAINTENANCE OF DRAINAGE STRUCTURES TO INSURE MAT TREY ARE OPEN AND FREE OF SIION AND K£ DMNS. 28. SILT FENCE AND OTHER PRACTICES REOURNG EARM DISTURBANCE SHALL BE INSTALLED MEAD OF GROUND FRFUNG. IF PRACTICES MUST BE INSTALLED OR MZNTANED AFTER GROUND FRE@!Q NO FROZEN MATERIAL SHA L BE USED IN ME CONSTRUCTION OF BETE OR DIKES. OR INSTALUTION OF SILT FENCE. N. WHERE MULCH IS USED FOR TEIMPORARYSTABILIZATON, IT SHALL BEAPPLJEED TWICE THE STMKDARD RATE. ORA MINIMUM OF 4 TONS PER ACRE. W WHEN MULCH IS USED FOR TEMPORARY STABILIZATION. AS NEEDED. T SHALL BE ANCHORED TO PREVENT BLOWING AND REMOVAL BY WIND. ANCHORING NARY INCLUDE TRACKING WITH EQUPMENT, APPLICATION OF A TACKIFER, OR NETTING. 31. TO ENSURE COVER OF DISTURBED SOIL MADVANCE OF A MELT EVEW. AREAS O DISTURBED SOIL MUST M STA&LI D AT ME END OF EACH DAY, V THE FOLLOWING EXCEPTIONS: A IF NO PRECIPITATION WITHIN 24 HDU60 FORECAST AND WORK MU RESUMEN ME SAME DISTURBED AREA W M HOURS. ONLY STABILIUTION IS NOT NECESSARY, B. DISTURBED AREA THAT COLLECT AID RETAIN Rl1NOF,SUCHMIDU9E FOUNDATIOIS ON OPEN U1LT'TABa]EB' >2. SNOW MGORICEBIALL BE REMOVED aOA MM,IINE9301E99 TILNI I'IONE INCHIPRKOR ILO TEMPORARY STABILIZATION. 1' MN 3/8' n F4N -lcurD cTr1Ar OR CH H ME EROW ST _W MIN PUBLIC -- OF - RIGHT -WAY c sTm FEncE SIAI¢ G MEMEa I N' PROFILE SAKI'' PBIE �.EXISTING GROUND 1-1/2� TOY AR IbNW OR SUBGRADE / DIAL STONE GRO,Fa1 I aiElL FHNOE INP°811Y9 MO ROUND '' oo V4Q 0y bo P°4o -000°o "gDoDOpo�6° o T�Ep,aR OR CEIREa /,� Ra•o 8>°FF ROADWAY - 91E6P�E �� tip V�o()grylo �nnP,lo;a�s'dA NOTE: WHERE FENCE IS REQUIRED AROUND TREES TO RE PRESERVED, WE FENCE SHALL BE INSTALLED AS SHOWN ON THE P1 AN AND SHALL NOT BF ATTACHED TO THE TREE TRUNK 001V9IRUCWN BARRhM FEND NTS �20'i 50MIN PUBUC -- -RIGHT-OF-WAY PLAN NOTES,- - I. THE EXIT SHALL BE MAINTAINED IN A CONDTON WHICH WILL PREVENT TRACKING OF SEDIMENT. MIS MAY REWIRE PERIODIC TOP DRESSING WIN ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT TRACKED, SPILLED. OR WASHED ONTO PAVED STREETS SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. 2. ME USE OF CALCIUM CHLORIDE OR WATER MAY BE NECCESSARY TO CONTROL DUST DURING CONSTRUCTION. 3. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION EXIT AND PUBLC RIGHT-OF-WAY. STABILIZED CONSTRUCTION EXIT N. 1. BEGIN AT THE TOP OF TIE DARNEL BY AIGHORIHG ME BLANKET IN A F DEEP X T VINE TRENCHWITH r-r-r-- TELY tY OF BLANKET El(TEN BEYOND ME IN THE TRENCH. MICIIOR O THE BLMNK TA THE BLANKET WITH A ROW OF STAPLES NCH APPROXIMATELY 12 APART N WE BOTTOM OF THE MILOPE APART W TRENCH. BACK AND COMPACT THE TRENCH AFTER ST FOLD RE 12• RON OF 2• 18, KEEP C.B. RIM HIGHER MAN OVER BLANKET BACK OVER COMPACTED SOIL. SECURE BLANKET OVER COMiACTED SOIL WITH A ROW OF O SOS. IN A 9TMLE3/STAIE99PACE0 APPRO%IMATELY IS MARTACR093 TE WHOM OF TIE BLANKET. B• MN ADJACENT GROUND TO TRAP SEGMENT AND MA%IMIZE 2 ROLBIANKET IN ONIECTION OF WATER FLOW IN BOTTOM QF ClAMNEl BlM1ET8W4 UNROL WITH OOL THICKNESS rINFILTRATION APPROPRATE BIDE AGAINST ME SOIL SURFACE, ALL B ANKETS MOIST BE 9ECUREI.1 FASTENED TO SOIL SURFACE BY PLACING STAPLESSTAKES IN APPROPRIATE LOCATKINI M SHOWN ABOVE N ME STARE IDE �NTI NOTESS PLACE CONSECUTIVE 8I.ANKETS END OVER END(SHINGLE STYLE) WITH A 4-d OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4' MART AND 4' ON CENTER TO SECURE BLANKET. 1. EROSION MATTING WILL BE USED ON SLOPESSTEEPER TAM ]H:1 V OR SLPPLICON TIKX1E RAMS. I S-MI! t �. 2. PREPARE 901E BEFORE INSTALLING MATTING. INCLUDING ANY NECES.4MYAP0.EAl0F ONE, IIN R � 4 BILL LENGTH EDGE OF BLANKETS ALONG SIDE SLOPES MIST BE ANCHORED A 10RED WROW OF SEED. SOIL SURFACE SHALL BE FRAMED SMOOTH WITHOUT ROOTS, STONES OOHR \ \\ \\ \\ \\ \ �\�\�\�\� /� STORM STRUCTURE 9TARE99TAIE9 APPROXIMATELY tY MART IN A B' DEEP X B' WIDE TRENCH. BAZCIffl1 AND COMPACT 111E TRENCH AFTER STAPLING. PRORISIONB THAT WILL PREVENT ME MATTING FROM BEANO APPLIED IN FIAT CONTACTWITH THE SOIL SURF. 5. THE TERMINAL END OF WE BLANKETS MUST BE ANCHORED MITI A ROW OF STAPLESISTAKE9 S OF ME &OPE BYDEEP MEl1T APPROXIMATELY I APART IN A 5' DEEP X W WIDE TRENCH. BMGKFILL ACOMPACT ME TRENCH AFTER MACEO PRO%ItATELVT OF 1MTTNG BEYOND THE UPBI OPE O ME TRENCH. ANCIDIi STARING. ME MA NGWIMAROWOFSTAPLESSTAKESAPPROXIHA LYtYMMTINTHEBOTTOMOFME SECTION A -A MENCH. BACKFILL AND COMPACT ME TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND EROSION MATTING FOR CHANNELS FOLD REMAINING 1Y PORTION OF MATTING BACK OVER SEED AND COMPACTED SOIL SECURE MATTING OVER COMPACTED SOIL WITH A ROW OF STAPLESISTAKES SPACED APPROXIMATELY lY PART ACROSS A W9 ME WNW OF THE MATTING, 1- - 3' CLEAN CRUSHED STONE 4. HOLLMEMArnNG IA.)COWN OR Ie.)HORIZONTAIIY ACROSS MESLOPE. INSURE THAT TIE APPROPRIATE SIDE OF ME MATING IS AGAINST THE SOIL SURFACE. ALL MATTING MUST W SECLXELY FASTENED TO 801L SURFACE BY PIACING STARESSTAIE9 M APPROPRIATE LOGTONS M SH10WN IN ME MANUFACTURERS STAPLE PATTERN GUIDE FOR ME PARTICULAR PRODUCT AND APPLICATION. IN y LOOSE SOIL OO DITIMS. ME USE OF STAPLE OR `TAME ME MS GREATER THAN 5' MAYBE NECESSARY TO PROPERLY SECURE THE MA1TN0. 5. ME EDGES OF PARALLEL M NG MUST BE STA ED WITH APpROXINATELY S' OVERLAP MMP NG ON y Si l d MATTING TYPE. B. CONSECUTIVE MATTING SPLICED GOWN ME SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE- '� WITH THE UPPER MATTING PLACED OVER ME TOP OF THE LOWER MATING) WIM ANAPPROXIMATE tY OVERLAP. STABLE THROUGH OVERLAPPED AREA APPROXIMATELY IT APART ACROSS ENTIRE MATTING WIDTH. STORM SEWER STRUCUTURE - WRAP GE TEXTILE FABRIC (MIRTH 14ON OR EQUAL) MOUND GRATE. INSPECT FABRIC AFTER EVERY STORM AND CLEAN OR REPLACE AS NECESSARY STONE FILTER - SEE SECTION VIEW FOR STONE REQUIREMENTS PLAN VIEW 1. INLET T PROMCNION TO BE PROVIDED AT ALL CATCHBASINS OR YARD INLETS. 2. THE STONE FILTER SHALL BE INSPECTED FOLLOWING EACH STORM. ACCUMULATED SEDIMENTS SHALL BE REMOVED AND THE STONE REPLACED AS NECESSARY. 3. THE LIMITS OF ME STONE AROUND THE INLET MAY BE MODIFIED BY ME ENGINEER DEPENDING ON THE TOPOGRAPHY DIRECTING RUNOFF TO THE CATCHBASN. CATCH BASIN INLET PROTECTION NTS EROSION CONTROL SEED MIXTURE SPECIES VARIETY LBS PER ACRE LBS PER 1,000 SF CREEPING RED FESCUE EDa2We 20 1/2 SMOOTH BROMEGRASS Saratoge/B.Wo 15 1/3 PERENNIAL RYEGRASS Pe -Me 10 1/4 BIRDSFOOT TREFOIL VEIDg 10 1/4 TOTAL 1 55 1 1-1/3 IJ71, Y.�� YIIIL.i .11�I, � RECEIVED SEP 214 2012 City of So. Burlington OF 1y~' 1. DI A �pNe. ]I45� QI AL Date I Rew,,i a Bp These plain shall ody be used for the purpose showy below: 0 Sketch/Concept E::] Act 250 Review 0 Prci=i=y 0 Cwsm on ZM Final LOTH Review 0 Record Drawing ° Lodge at Quarry Hill o�T' 0 5 ry Assisted Living Facility xn� 250 Quarry Hill Road South Burlington, VT DETAILS & SPECIFICATIONS EROSION CONTROL 'kad RD Dale Nov 2009 Lamoureux & Dickinson Consulting Engineers, Inc. se.]. AS SHC11- Sheet RMe,b 14 M-Dri-, E,,I ex, VT 05452 { i 902-8784450 11engineering.- « ✓ b P:U00S\09027\5N9\09027-05A,L 2/19MID 4:N:OT PM LANDSCAPE SPECIFICATIONS TREE, SHRUB, PERENNIAL AND VINE PLANTINGS I. ALLPLANTMATERIALS SHALL CONFORM TO THE INTERNATIONAL SOCIETY OF ARBORICULTURE PRINCIPALS AND PRACTICES OF PUNTING TREES AND SHRUBS, AND THE MOST RECENT VERSION OF THE AMERICAN STANDARD FOR NURSERY STOCK -ANSI Z00.1. 2. ALL PLANT MATERIALS SHALL BE INSTALLED BETWEEN APRIL iSTH AND JUNE 30TH. NO PLANTING SHALL BE DONE WHEN THERE IS SNOW COVER, FROZEN GROUND OR UNSATISFACTORY WEATHER CONDITIONS. SOME PLANTINGS CAN OCCUR BETWEEN AUGUST 16 TH AND SEPTEMBER 30TH WITH APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. IF SPECIAL CONDITIONS EXIST THAT WARRANT A VARIANCE FROM THESE PLANTING TIMES, A WRITTEN REQUEST SHALL BE SUBMITTED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE GUARANTEE PERIOD. 3. ALL TREES. SHRUBS, PERENNIALS AND VINES SHALL BE PLANTED FOLLOWING COMPLETION OF THE SITE WORK AND PAVING. 4. CONTRACTOR SHALL STAKE ALL PLANT LOCATIONS AND THE LANDSCAPE ARCHITECT SHALL APPROVE PRIOR TO INSTALLATION. 5. CONTRACTOR SHALL NOT BLOCK VEHICLE SIGHT DISTANCES DURING CONSTRUCTION. 0. ALL PLANTS SHALL HAVE A PRELIMINARY INSPECTION BY THE LANDSCAPE ARCHITECT AT THE TIME OF DELIVERY. PLANTS THAT HAVE DAMAGED OR CROOKED LEADERS, BARK ABRASIONS, SUN SCALD, INSECT DAMAGE, DISFIGURING KNOTS, OR CUTS OF LILIES GREATER THAN 3/4' WILL BE REJECTED. PLANTS WITH EXCESSIVE SOIL ON TOP OF THE ROOT FLARE AND/ OR MINIMAL ROOT BALL WILL BE REJECTED. 7. DECIDUOUS TREES SHALL HAVE A MINIMUM 00% LIVE CROWN RATIO AND EVERGREEN TREES SHALL HAVE A MINIMUM 90% LIVE CROWN RATIO B. ALL PLANTS THAT ARE TEMPORARILY STORED ON SITE UNTIL READY FOR INSTALLATION SHALL BE PROTECTED FROM THE SUN AND DRYING WINDS. ALL PLANT ROOT BALLS SHALL BE KEPT SHADED AND PROTECTED WITH SOIL, SHREDDED HARDWOOD MULCH OR OTHER ACCEPTABLE MATERIAL, AND REGULARLY WATERED. 9. PRIOR TO INSTALLATION OF LANDSCAPE PLANTINGS. CONTRACTOR SHALL DETERMINE WHERE EXISTING UNDERGROUND UTILITIES ARE LOCATED TO AVOID INTERFERENCE. 10. STREETTREESTOARRVE FROM NURSERY WITH AMNIMUM S FEET BETWEEN THE FINISH GRADE AND THE FIRST TREE BRANCH 11. DO NOT PRUNE TREES OR SHRUBS EXCEPT FOR DEAD OR CRUSHED ROOTS AND DEAD OR INJURED BRANCHES. 12. EACH TREE, SHRUB. PERENNIAL AND VINE MUST BE RANTED SUCH THAT THE ROOT FLARE AND MAIN ORDER ROOTS ARE VISIBLE AT THE TOP OF THE ROOT SALL. WHERE THE MAIN ORDER ROOTS ARE NOT VISIBLE, EXCESS SOIL SHALL BE REMOVED TO LOCATE THEM %ANT TREES, SHRUBS, PERENNIALS AND VINES 90 THAT THE MAN ORDER ROOTS ARE AT FINISHED GRADE. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL OR MULCH. 13 EXAMINE ENTIRE TREE, SHRUB PERENNIAL AND VINE AND REMOVE ALL NURSERY TAGS, TREE WRAP, ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. 14. FORALL TREESANDSHRUBS. CUT AND REMOVE WIRE MESH BASKET. CUT AND REMOVE ROPE AND BUIIIAP WRAP FROM TOP 2M OF ROOTBALL AFTER PLACEMENT IN PUNTING PIT. LOOSEN REMAINING BURLAP TO ALLOW FOR ROOT DEVELOPMENT. IF THE TREE OR SHRUB HAS SYNTHETIC OR TREATED BURLAP, REMOVE IT ENTIRELY AFTER PLACING ROOT BALL IN PLANTING PT. 15. BREAK APART EDGE OF EXCAVATION WITH SHOVEL AND BLEND LANDSCAPE PLANTING MIX WITH EXISTING SOIL TO PROVIDE SOIL TRANSITKN, 10. TREE PIT AREA SHALL HAVE A MINIMUM 36' DEPTH OF LANDSCAPE RANTING MIX SHRUB PLANTING PIT SWLLLHAVEA24'MINIMUMDEPTH_ PERENNIAL ANDVINE PLANING PITS SHALL HAVE AN IB'MINIMUM LANDSCAPE PLANT NO MIX DEPTH. ALL PLANTING PIT AREAS SHALL HAVE THE LANDSCAPE PUNTING MIX SPECIFIED BELOW. 17. LANDSCAPE PLANTING MIX SHALL CONSIST OF THE FOLLOWING RATIO'. 213 PARTS TOPSOIL,1/3 PART COMPOST. LANDSCAPE PLANING MIX TO BE TESTED AND APPROVED FOR QUALITY BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. LANDSCAPE PUNTING MIX SHALL BE INSTALLED N ALL PLANTING PIT AREAS PRIOR TO RANT INSTALLATION. IS. STAKING SHALL BE REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONS AS DETERMINED BY THE LANDSCAPE ARCHITECT. STAKES SHALL BE REMOVED BY THE CONTRACTOR AT THE ENO OF THE WARRANTY PERIOD. 19, AFTER PLANTS HAVE BEEN INSTALLED, FERTILIZER AND MYCORRHIZAL FUNGI SHALL BE APPLIED. MYCORRHIZAL FUNGI SHALL BE APPLIED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. FERTILIZER SHALL BE A SLOW RELEASE VARIETY, CULTNATED INTO THE TOP 21NCHES OF THE PLANTING PIT BED WITH IN 5 DAYS AFTER PLANTING. FERTILIZER RATES SHALL BE APPLIED BASED ON A SOIL TEST, THE FOLLOWING RATES SWILL BE APPROXIMATELY A9 FOLLOWS: TREES: 32 OZANCH OF CALIPER, SHRUBS AND EVERGREENS: 40DFOOT OF HEIGHT OR SPREAD, ALL FERTILIZER AND MYCORRHIZAL FUNGI SHALL MEET VTRANS SPECIFICATIONS WIN AND k756 AND BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 20. ONCE ALL LANDSCAPE PLANTINGS HAVE BEEN INSTALLED, PLACE A LIGHT LAYER OF SHREDDED HARDWOOD MULCH A MAXIMUM OF 2" THICK ON PLANTING BEDS. NO DYED MULCH WILL BE ACCEPTED. 21. WATER ALL TREES, SHRUBS, PERENNIALS AND VINES THOROUGHLY ONCE PUNTED TO PULL SOIL AGAINST ROOT BALL AND SETTLE AIR POCKETS ADDITIONAL SOIL MAY BE NEEDED: WATER AGAIN TO ENSURE COMPLETE COMPACTION. RE -SET SETTLED PLANTS TO PROPER GRADE AND POSITION. RESTORE ADJACEM MATERIAL AND REMOVE DEAD MATERIAL. THERE SHALL BE NO BERM INSTALLED AROUND PLANTS. 22. THE MINNUM WATERING INTERVAL DURING THE WARRANT' PERIOD SHALL BE TWICE WEEKLY. TREES SHALL RECEIVE A MINIMUM OF 10 GALLONS AT EACH WATERING, SHRUBS A MINIMUM OF 5 GALLONS, AND PERENNIALS AND VINES A MINIMUM OF 3 GALLONS. 21 CORRECT WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND WEATHER PERMITS. 24. ALL LANDSCAPE PLANTS SHALL BE GUARANTEED FOR PERIOD OF TWO YEARS AFTER PLANTING CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE PLANTINGS AND SWILL INCLUDE PRUNING, CULTIVATING, WEEDING, WATERING, AND APPLICATION OF APPROPRIATE INSECTICIDES AND FUNGICIDES NECESSARY TO MAINTAIN PLANTS FREE OF INSECTS AND DISEASE UNTIL FINAL ACCEPTANCE EE TRUNK iOr BALL ON TAMPED �E BACKFILL MIX OR Ir3ED SOIL WEDDED X) MULCH A JF 3' FROM TREE �F PLANTING MIX RED SOIL AS SHOWN ON THE PLANS URBAN STREET TREE DETAIL LANDSCAPE PLANTIN UNDISTURBED SOIL NOTE: PLANTING ISLANDS CONSISTING OF TREES AND SHRUBS IN THE PARKING LOT AND DRIVEWAY ENTRANCE SURROUNDING THE PORTE COCHERE SHALL HAVE CONTINUOUS PLANTING PITS WITH A MINIMUM 38' DEPTH OF LANDSCAPE PLANTING MIX. URBAN STREET TREE IN CURBED PLANTING ISLAND HIM MB TREE TRUNK CE ROOT BALL ON TAMPED LANDSCAPE NTING MIX OR UNDISTURBED SOIL TICK SHREDDED DWOOD MULCH A MINIMUM I" FROM TREE TRUNK ICRETE CURB IMINOUS CONCRETE PAVEMENT TURF ESTABLISHMENT ALL DISTURBED AREAS THAT DO NOT WIVE AN IMPERVIOUS SURFACE SHALL BE STABL12ED WITH SEEDING AND MULCHING PRDR TO OCnOBER 1. ANY WORK PERFORMED AFTER SEPTEMBR 15 OF EACH YEAR SHALL BE STABILIZED WITH MULCH OR NETTING SUFFICIENT TO PREVENT EROSION AND SWILL BE IMMEDIATELY SEEDED AND REMULGHED AS SOON AS WEATHER PERMITS IN THE SPRING. PLACEMENT OF TOPSOL, AND THE APPLICATION OF SEED, FHLTILIZER, LIME (WHERE APPLICABLE), AND MULOI SHALL BE IN ACCORDANCE WITH THE FOLLOWNG. ZTHIC-1- MULCH MINIMUSHREDDMOF r FROM MULCH A MINIMUM OF 7 FROM STEM S i. AMNNUMOf 4"OF APPROVED TORSCIL SHALL REPLACED IN ALL AREAS. PLACEMENTOFTOPSOL SHALL NOT BE DONE WHEN 7HE ORGIND OR TOPSOIL IS FROZEN EXCESSIVELY WET, OR OTHERWISE LANDSCAPE IN A CONDITION DETRIMENTAL TO THE WORK FOLLOWING PLACEMENT OF TOPSOIL THE SURFACE -/. "W^Nf PLANTING MIX SHALL BE RAKED. ALL STONES, LUMPS, ROOTS, OR OTHER OBJECTIONAL MATERIAL SHALL R REMOVED. UNDISI)RBED SOL 2. SEED MIXTURES SHALL CONFORM TIC THE SEED MIX TABLES SHOWN ON THIS SHEETAND BE SPREAD 77- UNIFORMLY IN ALL AREAS INDICATED ON THE PUNS AT THE SPECIFIED RATE. FOR SEEDING 3X BRE-•'�1 BETWEEN 9EPTEMBERIAND OCTGaHt 1, WINTER RYE 9RALLBE OVER9EEDED AT AN APPLICATION EXCAVATION WITH SHOVEL EXCAVATION WITHSHOVEL AND RATE OF IZIPOI1N09 PERACAE. BLEND LANDSCAPE PLANTING 3. FERTILIZER SHALL CONFORM TO THE STANDARDS OF TNEASSOCK TIM OF OFFICIAL AGRICULTURAL E C E ! V E i MIX WITH EXISTING SOIL TO CHEMISTS AND BE APPLIED BASED CAPON SOIL DEFICIENCIES. LIME SHALL ONLY BE APPLIED AS PROVIDE SOIL TRANSITION NEEDED BASED UPON A SOIL PH TE6T. PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOL 4. WITHIN24 HOURS OF APPLICATION OF SEED, FERTILIZER AND LIME, THE SURFACE SHALL BE MULCHED WITH A HAY MULCH. MULCH SHALL BE SPREAD UNIFORMLY OVER THE AREAATA MINIMUM SEP 2 4 SHRUB PIT RATE OF 2 TONS PER ACRE. Ut] �� 3 TIMES THE BALL DIAMETER OR S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A FULL GROWTH OF GRASS IN ALL DISTURBED AS SHOWN ON THE PLANS AREAS TO BE RENEGE . VEGETATION GROWTH SHALL BE PERMANENT AND SUFFICIENT TO PREVENT EROSION OF THE UNOERLTDNG SOIL UNDER ALL CONDITIONS OF PRECPRATION. THE CONTRACTOR SHALL BE RESPOHbeLP FOR PROTECTING AND CARING FOR SEEDED, MULCHEDAND cit., ".S " ' SHRUB PLANTING DETAIL Mrs AREAS OF ESTABLISHED VEGETATION UNTIL FINAL ACCEPTANCE OF THE WORK BYTHE OWNER PERENNIALTYPICAL VARIES ^— 2' THICK MULQI A MINIMUM OF 2' FROM STEW LANDSCAPE PUJDINGM. PE b 9 T T •1"-.�' . 4...,. FOR LNOCATIONLAMING PIT SEE PLAN UNDISTURBED SOIL UR COMPACTED 508GRADE VINE AND PERENNIAL PLANTING DETAIL EROSION CONTROL GEED MIXTURE SPECIES VARIETY LBS PER ACRE LRS PER 1,a)O SF CREEPING RED FESCUE En.0- 20 1/2 SMOOTH BROMEGRASS SvalaYs/T3aYar 16 1/3 PERENNIAL RYEGRASS P—M.. 10 1/4 BRDSFOOT TREFOIL A. 10 1/4 TOTAL 1 55 1-1/S OF AL URBAN MIX GRASS SEED %BYWEDNT LBP. LRIVE SEED TYPE OF SEED 37.5 45 CFEEPBDIEDFESCUE 311,5 11, KEMUQRYBWEOMSB 3115 371 WINTER HARDY, PETENMIL RYE 100 Ib) P LIVE SEED PERACRE 2/17/30 REV.NOTESa DETAILS I RD Dale I Re W.. I BY Thee plsnssholl poly be used for the pwpase show° beI w Q Skdeh/Cawept I] An 250 Review p Pn limina,y p Co C—on Fba L—I R'i" (] R—rd Dnwiag Lodge at Quarry Hill Assisted Living Facility 250 Quarry Hill Road South Burlington, VT OW2277 No. S_.y x DETAILS & SPECIFICATIONS LANDSCAPING Lamoureux & Dkldneon Consulting Engineers, Inc. 14 Mo—Driv , Eeeac. 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A3 018 4 1 0 +�1 „?+91 A7 A4 0 2 �.4 A 0. 1. 2 1.�7 1.17 010 0.43 0.�2 0+31 0.41 + �0 1 `0 1.16 . �3 b. 019 0.1 017 0. ato c.100 0+01 lO 2 0.+03 0+0 3 2 t 0. 3 1. 0 0 56 .+16 01 7 0.�5 0..S5 0.16 1. 5 1.�7 1 16 0.+73 o. + 0. 5 \ A0 0+01 0+0 015 013 +3 6 115 3.16 / 3.24 1.6 0.1 + A2 0+ 0.. 3 71 A 0.�o 0+51 0.16 0.19 0.19 0. .61 4 8 0.1 0A4 \ 10� EXISTING CATCH BASIN EXISTING SEWER MANHOLE WATER GATE VALE EXISTING WATER HYDRANT EXISTING LUMINAIRE UTILITY POLE EXISTING STREET TREE EASEMENT BOUNDARY LINE ABUTTING PROPERTY LINE PROJECT BOUNDARY LINE EXISTING CONTOUR LINE PROPOSED FINISH GRADE PROPOSED CATCH BASIN PROPOSED TREES PROPOSED LUMINAIRE 0.01 0.01 0. 1 0. 7 0.15 Oi 8 0. 7 1. 4 2. 9 2. 1. 0. 4 0 0 . 3 J. I � . 4 1.4 0 .0 0.19 0. 7 0.4 0.49 0. 9 0. 0. 6 40 0 0. 0. 9 GRAPHIC SCALE t {{ } {{ {'2 tt tt 5 b !0 QUO i'+01 0I1 0. 016 0.t3 018 1.U9 1.15 1.45 1.U0 0.63 0+4� +4q77 n 5 1 7 4 A 1.� +0. 8 +26 0.�7 0.5 0. 41 .19 0.'71 19 \ ,65 + \ 0 0. P&L 18�� ml ( IN FEET ) 1 inch - 30 it. 11 11 11 IY 11 1 C:: 1� 1•5 1 1 1: 1•8 (1 • .11M,82 03 1.64 06 1 1 11 fi 1:: ti 1:' 1 1' 1: ` M M 111 11 =i1 i! 11 1 1 I 1 1 1 1'1 1 1 1 1' 11191 1: 1: 1:1 11I/ 1'' •' 1• 1II I 1 1� ato o.to 1 , . 1: .. , I:C.1'��_-- --'. -- �� 1 1 1 I;JJr J 1 • fi 1 : �; • 1 0 1 • ► 1 y : i t111 -.n 1 1 ►/ 1 i I r. oo 111 11: 1�" i1 11 li 11, 11 11 1c 11 114 11 !1• 11 1 ' 1_ -!�•� \\\ 1, 11, 1� 1 : 1: A9 A � pp�pp - ---- ova-a�000°o'er ooa�8°o� 1 11 11, 1 1 1 042 1 11►.":1 1' 1 1 1 O'i�i�-crs��. Ooo.�► ; 1• 1 1 1 1' A4 _ RECEIVED SEP 2 4 2012 City of So. Burlington September 4, 2012 Re: #SP-12-41 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. If you have any questions, please contact me. Sinc 9je ly, Raymond J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tei 802.846.4106 fax 802.346.4101 www.sburl.com 1 P 1� southburlington PLANNING & ZONING Permit Number SP- - (ofi;ce use on ) APPLICATION FOR SITE PLAN REVIEW ✓ ❑ Administrative ❑ Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax ft Quarry Hill Senior Living LLC; c/o Bullrock Corporation, 145 Pine Haven Shores Road, Suite 1150, Shelburne, VT 05482; (802) 985-1460 (p), (802) 862-0086 (f) 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): 944/198 3. APPLICANT (Name, mailing address, phone and fax #): Same as Owner 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #):Andrew Thomas, Bullrock Corporation, 145 Pine Haven Shores Road, Suite 1150, Shelburne, VT 05482; (802) 999-3377 (p), (802) 8623-0086 (f) 4a. CONTACT EMAIL ADDRESS:: andy@bullrockcorp.com 5. PROJECT STREET ADDRESS: 250 Quarry Hill Road 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1420-00270.004 57S Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): See attached summary b. Existing Uses on Property (including description and size of each separate use): Not currently developed, site plan approved but not yet constructed c. Proposed Uses on property (include description and size of each new use and existing uses to remain): 100 unit assisted living facility (80 assisted living units, 20 memory care units), No change d. Total building square footage on property (proposed buildings and existing buildings to remain): 104,128 sf on four floors e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Height above average existing grade: 39 ft 11 in, 4 floors with basement (no change from prior approval) f. Number of residential units (if applicable, new units and existing units to remain): 100 units (no change from prior approval) g. Number of employees (existing and proposed, note office versus non -office employees): 10 office employees, and 100 non office employees working in a 24x7 shift environment h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): N/A 8. LOT COVERAGE Total Parcel Size: 121,727 Sq. Ft. a. Building: Existing % / Proposed 22.5 % / 27,324 b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / Proposed 50.4 % / 61,351 sq. ft. sq. ft. sq. ft. sq. ft. 2 Site Plan Application Form. Rev. 12-2011 c. Front yard (along each street) Existing % / sq. ft. Proposed 11.1 % / 13,512 sq. ft. d. Total area to be disturbed during construction (sq. ft.) > 0.5ac * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations) b. Landscaping: c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC $ 13,500,000 $143,820 a. P.M. Peak hour for entire property (In and out):26 pm peak hour trips (no change) 11. PEAK HOURS OF OPERATION:8:00am - 6:00pm 12. PEAK DAYS OF OPERATION: Monday - Friday 13. ESTIMATED PROJECT COMPLETION DATE: 2014 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (I I " x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. Site Plan Application Form. Rev. 12-2011 I hereby certify that all the information requested as part of accurate to the best of my knowledg99 / SIGNATURE O OF PROPERTY OWNER Do not write below this line ion has been submitted and is l &- U6r- A PRINT NAME DATE OF SUBMISSION: / REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: Complete I z, A T ig—'V(�//// Administrative t5fficer D to The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 8 79-56 76 to speak with the regional Permit Specialist. 4 Site Plan Application Form. Rev. 12-2011 a \ I mm ATES: 1. LOCATIONS OF PROPOSED UTILITIES AND STREET TREES E/s \\ \ /, �" \ \ \, �I, N•rE'y,o"° 1� \ ALONG QUARRY HILL ROAD OBTAINED FROM QUARRY HILL fE eo p+SpeaEaA\ SUBDIVISION PLANS BV LLEWELLYN-HOWLEY INC., DATED\\//�oBOON ARYI LAST ATIONDA-TAK 2. BOUNDARYINFORMATION WAS TAKEN FROMA PLAT\ ENTITLED'QUARRY HILL SUBDIVISION', BY BUTTONW NORTHEAST QUARRY, LLC /od \ PROFESSIONAL LAND SURVEYORS, PC, DATED 11-12-2010. S (L.ARKIN PARCEL #1) \ \ O" , 3. EXISTING QUARRY MILL STORM SYSTEM INVERT ELEVATIONS EXISTING SEWER MI \ ARE FROM AS -BUILT SITE PLANS- QUARRY HILL ROAD BY 368r RIM • .3 \ LLEWELLYN - HOWLEY INC., DATED 10-01-10. ®, NEW ELEC-ALrrELEPHONE/ 'lA\\ / \ r INV. IN 35 -0 Up \ \ 1 \ ��• \\ QBLE UTILITY PAD \ . j6U_. / \ r INV. OUT • 350.1 MIST No RM-35TOOTCH &131N NEW SH BASIN F(48.0) Project Sk9 NEWISPEMV.IN•350.9 (2)1 S PE INV. IN •352.0 / tr PE INV. IN - 3W.9 NEW LEDGE FACES SHALL BE SLOPED AT 1H:10V. \ \ \ ) / \ I I / \ IW PE INV.OUT - 351.B INSTALL 48' HIGH PE ENT SAFETY FENCING AT THE TOP WHERE THE VERnCAL HEIGHT IS EQUAL TO OR GREATER THAN 4r (TYP) ( \ \ \ \ •/ \ \F`? I _' / \ NEW CATCH BASIN A(4r 0) \ RIM •358.5 S\ ; I �B \ ♦ \\ NEW CATCH BASIN 0(3r0) - \ r //\ / // \\\ (n ,2* PE INV. IN-353A RIM = 35e.o NORTHEAST QUARRY, LLC 1 < ., 15- PE INV. OUT -352.5 V- \ \.. \� k�aT// / \�♦♦\ I PE INV. Our =352.5 (LARKIIN PARCEL#1) I eo \\ ♦ m EXISTI I /� ' Y\\ / / i \♦♦ \♦ CABLE NEW E UTILITY PAD. T TE RIELONEI \ \\ CABLE UTILITY PAD TO BE RELOCATED ANDL EIBEAMGUARDRAIL-L.IN7E ` / A ` V / A AND LENOTN TO BE DETERMINED M THE ( / \\♦ � \ FIELDAFTERGRADINGISCOMPLEMD / / \ / \ \ / / / \ \♦♦\ (f / \. \i�}5r3 \ \ \ FRONTAGE ALONG QUARRY HSL RD IS ENCUMBERED BY THE LOCUS t _ _ \ / / \ \♦ ♦ FOLLCW'ING EXISTING EASEMENTS: NTS CUPOLA GOLF I) I-\�K / / \ S\ 1. A 5 F TON PLAITING EASEMENT TO THE CITY OF SOUTH COURSE, INC. h \ \� 2. A 10 FT WATER MAIN EASEMENTTO THE CITY OF SOUTH xC Lot #3 1 I \\ �� BURLINGTON; LEGEND (Q ) / \\ \ \ 3. A 15 FT UTILITY EASEMENT TO GREEN MOUNTAIN POWER AND; /, 4. A 10 FT UTILITY EASEMENT TO GREEN MOUNTAIN POWER CENTERED ON THE LINES. ❑ EXISTING CATCH BASIN NEW CATCH BASIN B (38Y3) m EXISTING SEWER MANHOLE RIM - M7.5 ' 1r PE INV. GUT - 353.5 / _ \ -' EXISTING CATCH BASIN D4 WATER GATE VALE \ 1 / \ / 1 1r- U7.87 EXISTING WATER HYDRANT _ \ C ` \\\\ 1 / \ 1r PENv I.OUT • M.0 O EXISTING UMINAI E I/ \ \\ UTILITY POLE EXISTING SEWER MH RIM • 347.02 (�,,`�� EXISTING UTILITY POLE AND OVERHEAD / __■■ _ \ \\ \? \e 4, / r/ (3)r INV. IN-339.4 ( / EXISTING 3TREETTEE WIRES TO BE REMOVED T \ S\ l \ r INV. OUT • 337.5 \-`^-/ \\� o / ABUTTING PROPERTY LINE PROJECT BOUNDARY LINE SETBACK LINE NEW RETAINING WALL. INSTALL 42' HIGH / \ \ _ - _ EASEMENT BOUNDARY LINE METAL RAILING ON TOP // 3S r\Ra ` _ - - - - t \ \\ \\\ \ \ \ \\\ \ I ��-0y \ UNCURBED PAVEMENT EDGE // ` \ ,,; """ - ---- ♦♦'\\\\ I \\\ 1 // I�.•� EXPOSED LEDGE FACES NEW CATCH BASIN C (3r) / / �11� \ \ \ \ \ \ \ \\ - - - - - - \y _ _ _ _ _ ABANDONED WATER LINE RIM=345.75 // �(` \\\\` S(0EW J ,f \ _. \♦_.♦\\\\\ �/ 1 WATERLINE 15'PE INV. IN :341.0 1' ----------� `{ tr PE INV. OUT -3M.a // A4k \ ,." - \ \ \ \ \\\ ;/// s y 5 SEWER LINE _ - --_- ` \ _ - - - - \ c \\♦\ \ 1 50_ EXISTING CPROPOSED ONTOUR LINE IJfPOBEU LEDGE FADE ltr% / / .- ++ ` ` _ - -. at . _ .� B' _ _ _ - - _ ♦ \ = c c = = PROPOSED ST FINISH ( A----�----- --�v aCATCH BASIN `� - Itrl � ..+.'. HMrry trVr.L _._ � v ��1 \ I tEV Ise p \ W PROPOSED WATERLINE 1 FFJ171N. \ - -+ - \ \ / y ':' - - - _ _ - - - - \ I \ VALVE 11 FIRE HYDRANTI ,j " + \ \ \ \ S PROPOSED SEWERLINE NEWCATCHBASINO3r j till \ IX>DR 7.r / \ -- �----- / RIM • 325.0 ( � / � - \ 15' PE INV. IN - 320.5 �\ �� \\ \\ �. ..- --•••• \ - ------ � \ \ / 15' PE INV. OUT • 320.0 - - '-' --' -, -. -^ / -\ 3Pp �� � �/^` --_ -- �-"---_--.--- �'- \4 - DIMENSIONAL REQUIREMENTS-R12 ZONING DISTRICT ---_--- - r � ; H // REQUIRED PROPOSED _ - - - - \ /� MIN. LOT SIZE 3,5000 121,727d ,/ \1 J// MAX. BUILDING COVERAGE 540% 22.S%27,324s ql� MAX. LOT COVERAGE 560 50.4%(61,385 sf) -_+^` 4\ " �// MAX. FRONT YARD COVERAGE 530% 11.1%(2,399,10 _ - - _ / MIN. FRONT YARD SETBACK 30' 36' 7 T PR(�{7(7 - - -1 L / / \ y� MIN. SIDE YARD SETBACK 10, 10' / MIN. REAR YARD SETBACK 30' N/A 3?/ / ✓ i - - _ - /� / / �� 34S' A OWNER/APPLICANT: ♦\\ <r /.F _ -... .- / / �� (.I �// \ QUARRY HILL SENIOR LIVING, LIC m ,ss \ `++^ + ` / / ` / / Q• ^ /� \ C/o BULLROCK CORPORATION .. � r I -- --.� - - \1_-...- / / V 'y // A 145 PINEHAVEN SHORE RD, SUITE 1150 FUTURE ' - + r „) --- / l l/ �/� \ •• SHELBURNE, VT 05482 BUILDING r GRAPHIC SCALE 1 - 10 _ Jp - \ \ �\\\\\ \\ \\♦\ \ -/�� -- /�� j / / \ // \\ \ CUPOLA GOLF ` _ _ _ \ ` ♦ \ \ \ \ - _ - - - - /� / COURSE, INC. IN 20 \ ♦ / \ / T \ 1 mee - zo a 335 \\\\♦\\\`_=_ a `'�.;�^'%�/,� /?•,el. / EXISTING WATER SERW(-+�+ (�+ - ` \\`.`_`_+ _ �-+- _-...f // \ \ / $ 31 \ \ 7-1312 RESTORED ORIGINAL GEN 5 HVAC PADS RD 7=0lIC Lo7n f1UB1LXME - -_ U'� + `�'+ ` + `\�._--- -ri� /-/ / // t \ \ ,N� \\ 32 '' __ -• - +yam _��. ,., .. == ... _ _ / / -'/Date Revision UY -E/Vc _ _ _ + - \ 8 - - _ - _ - - _ 335_3 / 31 r -' / / l Ct� / '� �- Teese lens shell -1y be -d fa the ahI below: �• .� -_ - - - _ _+ .F.CVl� _ �' .- _ _PA _ _ _ - �. _ •� - �. - -�_ _ �' - _ - - f / / / TY + p SkeWMCowcpl p Ad 250 Review Pre imulary mtrwhon -T Final)Lo WP) iew p RecordD wilg _W EXISTINOCATCHRASIN Z Prdect No. --UD- - W_-'---�-�� "� `"-- 111 --•- - - Nf# �' / \ RIM =3nz32 O 09027 ` - - _ - : L.� - �� _ 12b1 - -,, , ♦ �T �� - , / / / \ ; \?`� : \ . 1r PE INV.OUT -338.0 Lodge at Quarry Hill s�ry _ _ / Assisted Living FacilityLgD S F-B-pyC .-NIWA•CL 52 DI 270' ��'� `. yy \ Fi.po / \ '4 l // \\ \ / EXISTING SEWER MH \ O g QUat'Ty Iilll C `- S WATER SERVICE m - -/ - -\- - `"��� ��(- \ I I 1 `�C BI NV.. IN2-338.2 \ D" Road - _ _ \ Quarry Hill Road South Burlington, VT \- /A �P I I 5 � / \ \ rlNv.aur.a35.1 � � I� / - - -� 24" PE ` a III / ti� / 0 _` _ I \ NEW CATCH BASINS 3W 0 U L8D S �Pvc / ^2 ( ) \ RIM B- PVC / ;,/ / ��S \ \ .// 1r PE INV IN •325.5(M) O SITE PLAN Checks) / \ \ 1 / ,r PEINV.OI/T.325.5tM) \ LL RD t G -- -- - \\---18_PE s 4ti, \ \ c m / s - - \ , F_ GRADING & UTILITIES Date i - - \ \ \ \ j I ^ \ 1e� PE - -\_ = _\- -/ / CONNECT NEW 1S' PE TO on ApN1 18, 2012 EXISTING 1r PE CULVERT NEW1rXrTAPPING_\/ Scele SLEEVE5VALVE ' .� = r\--F-1EXISTING CATCH BASIN 1" I2PNORTHEAST QUARRY, LLC - / / / - - _ o T / 1 \ RM • ING C cCONNECT NEW r SDR 35 .t Lamoureux &Dickinson(L.ARKIN PARCEL #2) PVC SEWER SERVICETO EXISTINGSEWERMH EXISTX10CATCHBASIN / / - h I / V 1 I - BP>iEXISTING W SEWER STUB RIM - 323.55 G \ ,rPEMV.M•3Z1.8 14 M-tin En , VT 0 Inc.sneer nlrmberINV.-3131 rINV. IN (NORTH)-312.91 MM-3i9A1rPEINV.=3Z.75 EJOB'TMD BEWER MFj / / EM-333BEWERMH 18'PE INV. OUT•323.5 \ 14 Morse Drive, Essex, VT 05452 r INV. INnMESn•31288 NEW it PE NV. IN^320.3M - M•- / . I-, M'�e al 8-2-8.8-0450 _-LDergineerirg-Ti 1 Of 6 \ �\ s \\ \ I5PN \I \ � \ \ � \ PLANT LIST Bey RppaaiealNmxe Common Name Size Remarb Thee AK Abu+ream,o Korean Fr 6' le T Height B&B. Sped —only AF Acers f—ir Aveee Bbm• Freeman Maple 2 1/2' to 3" Cad. B&S, 6 foot boeehing height AC Aerninehkrc einh Servieebeoy 2- to 21/2'Cal. B&B, Single Stem AG Anrelmnhlersgm-V_ Apple ServiceMrry 2- to 2 1/2" Cal. B&B, 6 foot branching height A1. Aeelaachie'1= Allegheny Servimbe,ry 2' to 2 1/2" Cal. B&B, 6 tool branching Might ❑N Renrla algm 71m p, Horimge Riw Bieh 2•to212"Col. B&B, Single Slam CG conon oI.-ORW Pagoda Dogwood 2"m 21rT Cad. I B&B. Single Stem GB I Gbdgo Moba'Aaaen, (;ul✓ Autumn Gold Ginkgo 21/2'u Y Cad. B&B. 6 fml branching Might pd4 Pmu+n gra Auebdan Pim 6'to; HagM B&B. Specimen ady YOnly TO 'p—zo ocapea. AAorvino ri.—. .I,. B&B,Sw -- UA A000lade' Accolade Elm 21/2'to 3"Cal. B&B, 6 foot bremhing height Shrubs AP I Ab-t-oe'Prmome Beaary' Prostrate Korean Fir Yto 4'Height B&B orC non — AA Are—m gbib'Bnubmmam' Brillient Chol berg 24'to 3V Heigh, B&B or Coo imr CA Cram ohIsr b summeraxeot 24" to 30" Height B&B meonteiner CS Comru.mtceo Red Twig Dogwood 24" to 30"Height B&BmCmwiw DC Dophnn neavren Rose Daphne Ir to 24' Height B&B or Conwmr GP 0-11) arm prmmboe, Creeping winters— 12" to 18" Height Contain HA Hydrang+a arbore+wm'Anmbelk' Annabelle Hydnngee, 24" to 30' Height B&B or Coiner IG /brg/eboe'—d Inkbeny 24" to 30' Height B&B or Coriwrm IV I Ike o md1lola Winurberry 24" to 30' Heigh, B&B or Coabimr, Use I male c 16—'3dm Duly' prgmupirig 3H Jwpew Jr,rL-anralb Cmepiag Anew I w24'Hight B&Bo,C..W er PH PMlodelphasevirgb+dk M'e,erWSewR Mmkermge 24' to 30"Height BABo,Croem— PF PhrleJloribvdv Mamtee AMremeh 24- to 30" Hight B&B m Cmwmr RA Rha+omeaaoo-Go-Lon' Fragrant Samar 24"1a30"Height B&Bmconwmr SB Ste— bamdda'AMbwa'oanr' Anthony Weten, Spine 24- to 30'Hei& B&B or Conmine, Si Sprrma)apomca Flmfwg d' Fleming Moorel Spim 24' to 30"Haight B&B or Container SG Sympharlcarpar dka Cmnmon SnowMrry 24-.30"Height B&BorCmwner SY 33mplaiicarpwe6lndmo Coelbeny I to 24"Height B&B-Gewrer TIE T rmrda 'Doaq%nntie` Deom Sp.,figYew 24m30"Height B&BorCmwrm TN rams. uem'a'Nhpn• Dwad Yew 24' to 3W ME& B&Bor Conner TH Thy/a occldenwRa'Nlg+v' Dark Arrenwen Ad—iYe 24- to 30' Height B&Bor Cmwee, VP Flbooron onstbRer, Bk kMw V.I..— 4' to 5' Height B&B or Conwmr Vista dPereanlabs CR coop�noel o TnepeMnepm gl Comaner(I gal) PQ Perlharro #—Sub pq(db Virginia Cneper 81 corweer(1 BA) 2/ GP 5 5 ,r = a A V� A LEGEND "TMI1 ❑ sxenaa pwtcg arse .,, � � ".. � � .-yFyF?,,,..,"'•}..•�' 1, ' 350 .— — — ; it ewernwvutt� owwr 9TH 9T0 1\ - — / — / THERAPEUTII?CZARDE 11AIVp m000Mnrao' ems" _ / .. _11 0� � r? -•...� f>. .>r .� - f- paopoarpraaaen� 4BN- NOTE: LOCATIONS OF PROPOSED UTILITIES AND STREET TREES ALONG QUARRY HILL ROAD OBTAINED FROM QUARRY HILL �.f SUBDIVISION PLANS BY LLEWELLYN-HOWLEY INC., DATED ` _ \ 10-25-07 AND LAST REVISED 11-01-09 �s \` 16IV / / \ 7-13-12 RESTORED ORIGINAL GEN B HVAC PADS RD i J' Dade Revision By These plans shell only be usM for the purpose shown below 12: 1 "D Q 8ketchlCoroepl (] Act 2S0 Review Pr-lhN ery 0 Constmc0on IN / \ / Final Local Review p Record Drewi,g Lodge at Quarry Hill 09 j2ctNo027 _12b1--'�._�, '..�ill E` _ —j�}i _ - /s% // /r \ /'\\/��// /,- �*�`iNPEEya`/f� U Stm'e}' a \ \ _ n _ Assisted Living Facility LAD / / �-"��' m — - — - _ �� / / - i L CO250 Quarry Hill Road South Burlington, VT _ u , — 1 r C' I of ) , /' - f . r„ e. z QuazrY Fh3i ad �5m \ \ \ 1 �� \ \ �° /rCBEA1t U L&D S / �^• ,f `t° / ^' 1 I I \ /i 1 \ Illlnl _ / / / �,\ , \ \ �, o LANDSCAPE &LIGHTING C,�,� ��.t� RD PLAN Dine =G- — — _---_ _- _--- _ `\ ' \\ 1\ ly \ --� /) 1 \ GRAPHIC SCALE yF apl�Y z April 16, 2012 — �, — - G _ - - - _ _h_ - \ \ I I \ \ - T OD', 1 1 * No. ss45 7k Scale :o w Lamoureux & Dickinson / T _T - y / / * 1 AM \ '�' Consulting Engineers, Inc. sheet—bor STREET TREES BY / 4 / r O l' D V P — — — i 1N FEET') a• 14 —More- Drive, Essex, en 05452 2 of / OTHERS(TYP.)1' \ 1 Inch 20 ft 802-878-4450 www.LDengu,mring.com () -- ---- .__ _... .. ,, ,,,,, ,, ,,,,, ,, ,,,,, ,, ,, ,, �, •,.�, �, ,,.,, ,, ,,.�" �•vv v.vv v.vv v.vv v.uv v,v v.vv v.Vx v u,vv v.vv U. 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Ali f ! + i i ► 1 11 1! 1 1 1 1 '► 1 ,� 1 ! / a1 11 I 1 e1 : 1 1 • 0.1 \j ii� /�/•bi1 Y b 11 +:ii i 1 f f f 1 f 1 r/ I i 1 eL : al pjrf� mg r'O�O P:\2009\09027\dwg\09027-07.dwg, 4/20/2012 11:29:24 AM, 1:1 The Lodge at Quarry Hill Landscape Estimate of Probable Cost Prepared by Gail Henderson -King, ASLA, Landscape Architect April 19, 2012 Item Size Unit Cost" Quantity Subtotal Trees Abies koreana Korean Fir 6' to 7' Height $600 2 $1,200 Acerx freemanii'Autumn Blaze' Freeman Maple 2 1/2" to 3" Cal. $800 4 $3,200 Amelanchier canadensis Serviceberry 2" - 2 112" Cal $700 8 $5,600 Amelanchierx grandiflora Apple Serviceberry 2" - 2 1/2" Cal $700 13 $9,100 Amelanchierlaevis Allegheny Serviceberry 2" - 2 112" Cal $700 16 $11,200 Betula nigra 'Heritage' Heritage River Birch 2" - 2 112" Cal $700 18 $12,600 Comus alternifolia Pagoda Dogwood 2" - 2 1/2" Cal $700 18 $12,600 Ginkgo biloba 'Autumn Gold' Autumn Gold Ginkgo 2 1/2" to 3" Cal $800 2 $1,600 Pin us nigra Austrian Pine 6' to 7' Height $600 25 $15,000 Thuja occidentalis Arborvitae 6' to 7' Height $400 19 $7,600 Ulmus x 'Accolade' jAccoiade Elm 2 1/2" to 3" Cal $800 7 $5,600 Shrubs Abies koreana 'Prostrate Beauty' Prostrate Korean Fir S to 4' Height $250 3 $750 Aronia arbutifolia 'Brilliantissima' Brilliant Chokecherry 24" to 30" Height $90 13 $1,170 Clethra alnifolia Summersweet 24" to 30" Height $100 9 $900 Corpus sericea Red Twig Dogwood 24" to 30" Height $90 28 $2,520 Daphne cneorum Rose Daphne 18" to 24" Height $100 18 $1,800 Gaultheria procumbens Creeping Wintergreen 12" to 18" Height $40 133 $5,320 Hydrangea arborescens 'Annabelle' Annabelle Hydrangea 24" to 30" Height $150 25 $3,750 Ilex glabra'Densa' Inkberry 24" to 30" Height $150 15 $2,250 Ilex verticillata Winterberry 24" to 30" Height $90 31 $2,790 Juniperus horizontalis Creeping Juniper 18" to 24" Height $90 23 $2,070 Philadelphus x virginalis Minnesota Snowflake Mockorange 24" to 30" Height $90 24 $2,160 Pieris floribunda Mountain Andromeda 24" to 30" Height $90 53 $4,770 Rhus aromatica 'Gro-Low' Fragrant Sumac 24" to 30" Height $90 54 $4,860 Spiraea x bumalda 'Anthony Waterer' Anthony Waterer Spirea 24" to 30" Height $90 107 $9,630 Spiraea japonica 'Flaming Mound' Flaming Mound Spirea 24" to 30" Height $90 24 $2,160 Symphoricarpos albus Common Snowberry 24" to 30" Height $90 28 $2,520 Symphoricarpos orbiculatus Coralberry 18" to 24" Height $90 41 $3,690 Taxus x media'Densiformis' Dense Spreading Yew 24" to 30" Height $100 23 $2,300 Taxus x media'Nigra' Dwarf Anglojap Yew 24" to 30" Height $100 17 $1,700 Thuja occidentalis 'Nigra' Dark American Arborvitae 24" to 30" Height $90 9 $810 Viburnum prunifolium Blackhaw Viburnum 4' to 5' Height 1 $150 4 $600 Total Estimate: $143,820 Unit costs reflect current plant costs plus installation. J�] No Text C `77T r ' Updated 12/9/2011 NVIF1241 Ah' 01 :ItW0400� southr'ni PLANNING & ZONING RESIDENTIAL IMPACT & PERMIT FEES WORK SHEET New Residential Zoning Permit: Cob sq. ft. building at $0.45 per sq. ft. pl /C &vO sq. ft. unfinished basement at $0.20 per sq. ft. plu garage bays at $50 per bay plus After -the -fact of (_) 50% [no NOV] or () 100% [NOV issued] Zoning Permit Recording Fee: Sewer Allocation Fee (#204) ( ) Bartlett Bay () Airport Parkway Recreation Impact Fee (#220) Subtotal $13 IDPI A x $9.48 South Village Recreation Impact Fee (#243) Road Impact Fee (#221) Fire Impact Fee (#203) Dorset Street Waterline Fee (#230) Sewer Connect Inspection & Recording Fee $63 Property Address: J O Property Owner: M to WOO - TOTAL $ S0T bti 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com I 12/30/2011 Ci��, of South Burlington Grand List Page 1 of 1 07:59 am Parcel Report ray For Parcel: 1420-00270.004 QUARRY HILL SENIOR LIVING LLC Name QUARRY HILL SENIOR LIVING LLC C/O BULLROCK CORP 2517 SHELBURNE RD SUITE 1 SHELBURNE VT 05482 Location (A) LOT 4 Desc. 2.71A Codes: (1) (Category)M (Equipment) (Owner)C Wood Crop Pasture Other Site Total Acres: 0.00 0.00 0.00 0.00 0.00 2.71 Real Land Building Equipment Inventory Values: 900,000 900,000 0 0 0 Homestead Veterans Farm Stab. L.U. Acres Land Use 0 0.00 0.00 0.00 0.00 Contract Lease Prev. Eqpm Land Use Amt Prev. Real 0 0.00 0 0.00 900,000 Housesite Special Exmp Grand List 0.00 0.00 9,000.00 Misc: Status: T Updated: 10/25/2011 Last sale was: Invalid on 10/17/2011 for $0 recorded on 1032/196 Grievance Info: Flag: N Remarks: (1) SPAN: 600-188-17805 South Burlington Planning Zoning New Non -Residential Construction Impact Fees Project Completed by April 1, 2011 Project Name & Address Property Owner Effective Date TOTAL IMPACT FEE Value of New Construction: TVDe of Construction Type of Use Fireproofed Steel Skeleton or Reinforced Concrete Masonry or Concrete SF Bearing SF Wall structure Wood Frame Structure SF Pre -Fab Steel Structure SF Industrial/Manufacturing S6669 S65 S64 En i eering & Research S88 S96 S93 S88 General Office S123 S113 silo S104 Medical Office S133 S71 S69 S67 General Retail S84 S54 S51 S41 Auto Service Facility 84 S81 S78 Elder Care Facility:�SJ02 128,000 S74 S72 S72 Motel S74 Sprinkler credit? (Enter 1 if yes) Total Value of New Structure: Total Value of New Structure & Contents: Current grand list value of property: Past payments credit: Post construction value of structure & land Future payments credit: Base fee: NET FIRE PROTECTION IMPACT FEE: PM Peak Hour VTEs Past payments credit: Future payments credit: OTHER CREDITS: ROAD IMPACT FEE: 61.220.RA 92 1 $16,821.05� 1 $13,056,000 $32,640,000.0 $900,000 $666.00 $13,956,000.00 $139.56 $19,681.92 $18,876.36 r r Pow ON southburlington PLANNING & ZONING October 20, 2010 Eric M. Knudsen Langrock Sperry & Wool, LLP P.O. Box 721 Burlington, VT 05402-0721 Re: Bullrock Corporation, 250 Quarry Hill Road, Final Plat # SD-10-07 Dear Mr. Knudsen: Please be advised that the South Burlington Development Review Board at their meeting held on October 19, 2010 approved your request for a one (1) year extension to the expiration date of the site plan approval portion of the above referenced PUD dated April 20, 2010. Your client, Bullrock Corporation, has until October 20, 2011 in which to apply for a zoning permit to construct the approved assisted living facility. Should you have any questions regarding this matter, please feel free to contact me. Sincer amond 1. Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tell 802.846.4106 fax 802.846.4101 www.sburl.com south ' 3 3 E PLANNING -& Z,0NING October 27, 2011 Re: #SP-11-51 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sincerely, Nay,nd J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Permit Number SP-� (office use only) APPLICATION FOR SITE PLAN REVIEW Administrative ❑ Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Quarry Hill Senior Living, LLC c/o Bullrock Corporation, 145 Pine Haven Shore Road, Suite 1150, Shelburne, VT 05482 802-985-1460 (phone), 802-862-0086 (fax) 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): 944/198 3. APPLICANT (Name, mailing address, phone and fax #): same as owner 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Andy Thomas, Bullrock Corporation 145 Pine Haven Shore Road, Suite 1150, Shelburne, VT, 05482 802-985-1460 (phone), 802-862-0086 (fax) 4a. CONTACT EMAIL ADDRESS:: andy@bullrockcorp.com 5. PROJECT STREET ADDRESS: not yet assigned 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1420-00270.004 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Renew the site plan previously approved for the Lodge at Quarry Hill, which expired on October 20, 2011. b. Existing Uses on Property (including description and size of each separate use): not currently developed c. Proposed Uses on property (include description and size of each new use and existing uses to remain): 100 unit assisted living facility (80 assisted living units, 20 memory care units) d. Total building square footage on property (proposed buildings and existing buildings to remain): 108,900 sf - no change from prior approval e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): height above average existing grade: 39 ft 11 in, 4 floors - no change from prior approval f. Number of residential units (if applicable, new units and existing units to remain): 100 units (no change from prior approval) g. Number of employees (existing and proposed, note office versus non -office employees): 10 office employees, and 100 non office employees working in a 24 hour shift h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Site Plan Application Form. Rev. 12-2010 8. LOT COVERAGE Total Parcel Size: 118,172 Sq. Ft. a. Building: Existing % / sq. ft. Proposed 23.5 % / 27,770 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. Proposed 48.8 % / 57,667 sq. ft. c. Front yard (along each street) Existing % / sq. ft. Proposed <1 % / 720 sq. ft. d. Total area to be disturbed during construction (sq. ft.) >0.5 ac * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): 13,500,000 b. Landscaping: c. Other site improvements (please list with cost): s 149' nW; 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 26 pm peak hour trips (no change) 11. PEAK HOURS OF OPERATION: 8:00 am - 6:00 pm 12. PEAK DAYS OF OPERATION: 13. ESTIMATED PROJECT COMPLETION DATE: 2014 14. OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES' (this shall be provided on a separate attached sheet and on pre -stamped and pre - addressed envelopes. The city will add the return address). Northeast Quarry, LLC, 410 Shelburne Road, South Burlington, VT 05403 Cupola Golf Course, Inc., Quarry Hill Club, 270 Quarry Hill Road, South Burlington, VT 05403 ' Not required for Administrative Site Plan Applications 3 Site Plan Application Form. Rev. 12-2010 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)2 regular size copies and one reduced copy (I I" x 17") of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. I hereby certify that all the i accurate to the best of my ki 1i1,�"1�1 �1: ' : • DATE OF SUBMISSION requested as has been submitted and is '4TURE OF APPLICANT OWNER. PRINT NAME Do not write below this line REVIEW AUTHORITY: ❑ Development Review Board Lam" Administrative Officer I have reviewed this site plan application and find it to be: Ur Complete ❑ c,Wnplete istrativE Officer Ids -I)I&I II Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. (.mall (802) 879-5676 to speak with the regional Permit Specialist. 2 Administrative site plan applications require three (3) regular size copies and one reduced copy (11" x 17") 4 Site Plan Application Form. Rev. 12-2010 t ^wm__e� of Instruments of Service j:. apedMxlNna, �,: yw ei`Na,flea Data, notes nM rla locumend niW Nsbumena pap Mth CamaReM a: Nebumanh rervkerwnmin Ms PIP'*rMCmaraM. —ran— wmmm Nx,—e Y®WaMxmeaveaftW N AN Maaapyi4„tlaioa. The Lodge at Quarry Hill Landscape Estimate of Probable Cost Prepared by Gail Henderson -King, ASLA, Landscape Architect April 19, 2012 Item Size Unit Cost Quantity Subtotal Trees - Abies koreana Korean Fir 6' to 7' Height $600 2 $1,200 Acerx freemanii'Autumn Blaze' Freeman Maple 2 1/2" to 3" Cal. $800 4 $3,200 Amelanchier canadensis Serviceberry 2" - 2 1/2" Cal $700 8 $5,600 Amelanchierx grandiflora Apple Serviceberry 2" - 2 1/2" Cal $700 13 $9,100 Amelanchier laevis Allegheny Serviceberry 2" - 2 1/2" Cal $700 16 $11,200 Betula nigra 'Heritage' Heritage River Birch 2" - 2 1/2" Cal $700 18 $12,600 Comus altemifolia Pagoda Dogwood 2" - 2 1/2" Cal $700 18 $12,600 Ginkgo biloba 'Autumn Gold' Autumn Gold Ginkgo 2 1/2" to 3" Cal $800 2 $1,600 Pin us nigra Austrian Pine 6to 7' Height $600 25 $15,000 Thuja occidentalis Arborvitae 6' to 7' Height $400 19 $7,600 Ulmus x 'Accolade' Accolade Elm 2 1/2" to 3" Cal $800 7 $5,600 Shrubs Abies koreana 'Prostrate Beauty' Prostrate Korean Fir 3' to 4' Height $250 3 $750 Aronia arbutifolia 'Brilliantissima' Brilliant Chokecherry 24" to 30" Height $90 13 $1,170 Clethra alnifolia Summersweet 24" to 30" Height $100 9 $900 Corpus sericea Red Twig Dogwood 24" to 30" Height $90 28 $2,520 Daphne cneorum Rose Daphne 18" to 24" Height $100 18 $1,800 Gaultheria procumbens Creeping Wintergreen 12" to 18" Height $40 133 $5,320 Hydrangea arborescens 'Annabelle' Annabelle Hydrangea 24" to 30" Height $150 25 $3,750 Ilex glabra'Densa' Inkberry 24" to 30" Height $150 15 $2,250 Ilex verticillata Winterberry 24" to 30" Height $90 31 $2,790 Juniperus horizontalis Creeping Juniper 18" to 24" Height $90 23 $2,070 Philadelphus x virginalis Minnesota Snowflake Mockorange 24" to 30" Height $90 24 $2,160 Piens floribunda Mountain Andromeda 24" to 30" Height $90 53 $4,770 Rhus aromatica 'Gro-Low' Fragrant Sumac 24" to 30" Height $90 54 $4,860 Spiraea x bumalda 'Anthony Waterer' Anthony Waterer Spirea 24" to 30" Height $90 107 $9,630 Spiraea japonica 'Flaming Mound' Flaming Mound Spirea 24" to 30" Height $90 24 $2,160 Symphoricarpos albus Common Snowberry 24" to 30" Height $90 28 $2,520 Symphoricarpos orbiculatus Coralberry 18" to 24" Height $90 41 $3,690 Taxus x media'Densiformis' Dense Spreading Yew 24" to 30" Height $100 23 $2,300 Taxus x media'Nigra' Dwarf Anglojap Yew 24" to 30" Height $100 17 $1,700 Thuja occidentalis 'Nigra' Dark American Arborvitae 24" to 30" Height $90 9 $810 Viburnum prunifolium Blackhaw Viburnum I 4' to 5' Height $150 4 $600 Total Estimate: $143,820 Unit costs reflect current plant costs plus installation. 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O O.,SO 0+51 016 019 0.69 0. y 6+ 4 8 0.1 01 `10\\ Al 0+01 0+ 1 U O.U7 015 0,58 0.+17 1. 4 2 29 2.� 1 + 0. 4 0+ 0 b3 3.Z I� �3. 4 1.4 'vIO 019 0. 7 0.4�+ 0+49 0. 9 0.+6 6 +40 . 0U U. o.U9 GRAPHIC SCALE is o +a s ( IN rrET ) t Inch - 30 M "fhese plane shall only he used for the papose shown bebw O ..hK oncepl Q Act 250 Review (] Frelu""y (] Conelruction Final Local Review (] Raced Thawing Z Lodge at Quarry Hill 90027t"°" �U� Assisted Living Facility g "ey t~i_2 250 Quarry Hill Road South Burlington, VT ° 1g, LIGHT GRID RD RD Daw Nov. 2009 Scale Lamoureux & Dickinson 1" - 30• Consulting Engineers, Inc. sneer nnm 14 hbree Driw;, Eesex, V7 05452 � of 1 802-8784450 www.LDwtgineering- L� l Lamoureux Ft Dickinson Civil Engineers Planners Septic Designers Landscape Architects Land Surveyors October 26, 2011 Mr. Ray Belair, Zoning Administrator City of South Burlington Planning and Zoning Department 575 Dorset Street South Burlington, Vermont 05403 RE: Bullrock Corporation - The Lodge at Quarry Hill Planned Unit Development Site plan Dear Ray, On behalf of Bullrock Corporation, we are submitting an application to renew the site plan approval for the Lodge at Quarry Hill, which expired on October 20, 2011. We are not requesting any changes from the previously approved application at this time. As you know, a 100 unit assisted living facility has been approved on this parcel. Enclosed please find of the following plan sheets and information: 1. Application form; 2. $153 application fee; 3. Plan sheets 1 -6 (3 full size copies and one 1 1 " x 17" reduced copy). 4. Elevation views by Wiemann Lamphere (3 full size copies and one 1 1 " x 17" reduced copy) 5. Light grid Please contact me if you need additional information or have further questions. Sincerely, Patricia Coburn, P.E. Attachments C: Andy Thomas, Bullrock Corporation P:\2009\09027\201 1 Amend Site Plan\RBelair cover letter Site Plan Appl 10-1 9-1 l.doc 14 Morse Drive Essex, VT 05452 t: 802.878.4450 f: 802.878.3135 www.LDengineering.com ♦ 25 Years Serving Fellow Vermonters y \ \ �° / \ It I \ \ 1 1 \ r\ / I 1 1 \ 7t- - / NEW CATCH BASIN E ICB' Q RIM • 358.5INV. 12'PE INV. IN T-M IS' PE INV. OUT • 352.8 QHC Lot #1 NEW CATCH BASIN D (Wi RIM - 357.5 17 PE INV. OUT - 3535 NEW CATCH BASIN A (We HIM =JCS 9 IS PE INV. OUT - 342.0 NEW CATCH BASIN B (W) HIM -Ma0 15' PE INV. IN - 341.B 15'PE INV. OUT -33 n EXPOSED LEDGE FACES (TYP) - NEW CATCH BASIN C (4r 0) - FNM • 324.5 EXISTING WATER SERVICE TO QHC LOT 01 CLUBHOUSE 4\AgW,B{I tii ,, \FUTLIR 1 F.l \ 1 �or q \ s� \ \ Larkin Parcel 01 1 y 1 SEWER MIN HIMWI •35a2 W N l WV.o- ( \ 1 rILN.OurUT•350.7 \ 1 I \ CATCH BASIN \ ( I 1 NEW 1S7 PE INV. IN - 350.8 8' UD INN. IN /OUT • 3 \ ! 1T'PE INV. WT•350.7.] s \ N I 11 \ 11 NEW CATCH BASIN F (48'0) RIM • IS -PE INV. IN • 352.2 16'PE INV.INV.OUf•352.0 1r END INV.•360.0 \\ CATCH BAS14 RIM. 347.9 (2)1YPE WV.W. e.0 rUD aN tN•3M_6 \ j iS - '. q�y� \ \� \ S ��.� 12' PE INV.OUT•342.9 \ \ 20 -- \� "Q\\ ! \ S °• � q,�'� \� ^`ae\ SEWER MH p \1 'l'.O \�----._ RIM -3C7.0 131W INV. IN=339.4 r INV. WT. 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WT • 3M.1 '�_ -- - -_---- LOCUS NTS LEGEND ❑ EXISTING CATCH BASIN ® EXISTING SEWER MANHOLE P4 WATER GATE VALE EXISTING WATER HYDRANT #a EXISTING LUMINAIRE UTILITY POLE t ° j \-,••-� EXISTING STREET TREE EASEMENT BOUNDARY LINE - ABUTTING PROPERTY LINE - PROJECT BOUNDARY LINE CURBED PAVEMENT EDGE UNCURBED PAVEMENT EDGE - - W- - - ABANDONED WATER LINE w WATER LINE S SEWER LINE _ - - - - - - EXISTING STORMWATER PIPE -----330---- EXISTING CONTOUR LINE PROPOSED FINISH GRADE --- -------- PROPOSED STORMLINE &CATCH BASIN W-«-T- .4RL PROPOSED WATERLINE ER N VALVE 8 FIRE TYD 3 PROPOSED SEWERLINE APPLICANT: BULLROCK CORPORATION 2517 SHELBURNE ROAD SHELBURNE, VT 05482 ZONING DISTRICT: R12 DIMENSIONAL REQUIREMENTS REQUIRED PROPOSED MIN. LOT SIZE 3,500 It 11B,172 B MAX. BUILDING COVERAGE 40% 23.5X MAX. LOT COVERAGE 60% 48.8X MIN. FRONT YARD SETBACK 30' 35' MIN. SIDE YARD SETBACK 10' 20'+ MIN. REAR YARD SETBACK 30' 110'+ - Qua HillHil Ro-dd O \ �1/"i// "- QHCLo►#3 - _�- ' - -- �� a - �a 4• alll H _ / O S`B•Psc \ J3 S \ ///-' \ _' 4/09/1 ADDED FIRE HYDRANT, REV. STORM SEWER & WALIRD - G_- \ %i/j/ \''r\ 11 2/17/1 SITE &[ UTILITY REVISIONS RD - b SHARED/� - USE /_ _� - 1/18/1 REV. PARKING LOT &COVERAGE CALCS. RD O- l_s' ` Data I Revision BY These plans shall only be used for the purpose shown below: CONNECT TO EX STING - _ / _ - _- - _ �- i'\ / / 4r WIDE STONE LINED SWALE (TYPE II STWE) 1 [] SketcNConcepl Q Act 250 Review r ISEWE NV.-3STUB rINV.•313.1 SEWER MH WATER D.I. WATER SERVICE - -__ - - -- - _ _ _ _ - _ - PreliminaryConstruction RIM•323.8 r INVIN •312.9 1rXr TAPPING RIM•3R82 RI 326H ---I- SEWER MM \ \ Final Local Review Q Record Drawing r INV. OUT • 312.8 SLEEVE & VALVE r INV. IN = 317.3 r IWOUT-317.2 I RIM - 333.5 \ r1W IN =320e Z p Lodge Hill Projecl No. Larkin Parcel#2 CATCHSASIN RIM • 323.3 CATCH BASIN NEW CATCH BASIN 0(WEI) rIW. WT-324.5\ RIM • 328.5 \ at Quarry OB027 NEW1S PEWAN-319A0 RIM -3NA 1r PE 8N. IN - 324A IS' PIE M. OUT • 325.5 \ \ 0 Assisted Living Facility Survey MST, Tr PE INV. OUT • 3U.25 1r PE INV. OUT - 324.3 \ \ v) 250 Quarry Hill Road South Burlington, V r pgn 0 Drawn 4 OF p14 o SITE PLAN cD hB kM .ak yl 9rq. NOTE: LOCATIONS OF PROPOSED UTILITIES AND STREET TREES GRAPHIC SCALE g LL I- GRADING & UTILITIES RD Date ALONG QUARRY HILL ROAD OBTAINED FROM QUARRY HILL No. 3945 Z Nov. 21X19 SUBDIVISION PLANS BY LLEWELLYN-HOWLEY INC., DATED w Br3 10-25-07 AND LAST REVISED 11-01-D9 AL Lamoureux &Dickinson 1' 30' ( IN reel) Consulting Engineers, Inc. sn«i number t men = 30 n. 14 Molse Drive, Essex, VT 05452 I o1 6 802-8784--1,13cngiilecring.com P:\2000W002]WxV\0902]-01.Mq,9/IyZOlO 1:IJ:20 PM, \\SIISOIV(erax 62W Wide Farma[wMh F2eRow Amw ° ` PLANT LIST \ \ J 1 I \ ✓ TA i / \ G1p, 1 I \ I ` ♦ I � I.P. 1 ,0 TO \ �\ 1 7 PN ♦ t UA I I 1 UA / '60 \\ Larkin Parcel #1 I SNOW I STORAGE 1uA \ / / r � \ 2AL „ ♦ / / �\\ \ 2AF 2AF SNOW 138E STORAGE \ ♦/ \ \\\\\ Be QHC Lot #4 HCLot#1 Q��Al, 15 anG \ 15 PH —39SB \ 6TIA�\ ` 9 HA sTo t r2 — — 5 PNJ ° t2Tt S Qu-111-111 R— oad LEGEND ® EwBTaVO EwEa wulgLE 1% E%IanNO WATER HYDRANT PtnLmFG E RE UMEE IrGt»epwr.tE� --�— W OM Q� �m[oPGaE.—. )� PRGFG.EDLmaINAIRE Larkin Parcel #2 TYPICALINWMH FLA r �V/ • B �r� � tee Key gob r"Mame C.—Name Qaawdfy Ske Rmaarb 7Yeee AF A—f--eI, 'Aotew N—' Freemen Me* Il 212-.3"Cal. B&B, 6 foot Menehiog height AC Ameka hl,, cawdemk Servietbem 15 1 12" to 2" CeL B&B, Single Shun AG A-1..hh,—gramaflwa Apple S-kobe ty 16 1 12" to 2" C.I. B&B, 6 foot brerrchie, height Al. Aaw/ancM,, /Devi, Allegheny S ..be" 14 1 12" m 2" Cot. B&B, 6 foot b to eking height BN Bewa ogra'Nerimge' Heritege River Bimh 33 1 12" to 2" C.I. B&R, Single Stem GB GiMgo blloba'APo—God' Autumn Gold Ginkgo 15 2 In" he 3" OIL B&B, 6 foot branching height FIN PbmW'. Ausaien File 14 6-. T Height B&B TO D.Ja—Howie Arborvitae IS 6. T Height B&B UA Ulw.z'Acmbdd Accolade Elm 13 2 12" to 3" Cal. I B&B, 6 foot brmmhing height Shrube AA An oI a b efo/a 'BralbnwwMa' Brillient CMkebe[ry 31 24" to 30" Height B&0 e, Container CS CPrnae aerk- Rod Twig Dogwood 46 2V to 30" Height BBB e, CONai— IIA hyeeeofeaarb,"exWee'.6eeobelk' Annabelle Hydrmgoe 52 2C to 30"Height B&B e,COMai— IG Mzglobm'Ik.ua' InkbM 34 24 en 30"Height IV lie. velicill.. WhIlleeny 24 24"b130"Height B&B or Condom, U. l rode c.Ifi—,Jim Denny per grouping 1C Jenoerea cbreneb vm. sownet Smgenh juniper 54 1g"m24'Mght B&BorConti— PH PhI1A* *wz,kg/na0o Mi..—SooW ke Mookeoeo,o 26 24"m3W Height B&0 or Conine,, Use cultivm'Mimre.ta Snowflake' PM Pl--Id— Beach Plum 16 1 24- to 30" Height B&B ar C—ei— RA RAee,wwmino T3ofox' F.S—Soma; 61 24".W Height B&B a Cmtdcer SB Spnoe"z 6wwwda'Antlmrry Walew' Anthony Woterm Spirca 109 24" to 30" Height B&B e, c.ew . SO Soy phwk p. ob[a Common SnowMny So 24" to M- Height R&B or Container 'IT1 Tram z areda'DWeellb mlr' Den. Speeding Yew V Zr to30" Height B&B or Cootaher VC PIb.'mm;aezlrmlds Witbewd Vibumum 34 24•he 30"Height B&B or Container Vile. a ed Permw/atr CR Cm t-rm/kw Tmmpmueeper If g1 C td—(l got) Pmdwnoc—gtlrpw%fla Virginia Creeper 11 #1 cmtiom(I got) 1 Il'I I i x• ���r" �r-t� u7lri+ }^ylllr 1 �1►ii�e+?J d 5}} "3' 10.^i✓'iYu&'t9 �7F t-q i#�;Wf�hyei 4. ..« �—"�... t 50." l('�i��y� Sp ��„dfk�� "'� ,p �'q i �l � �` � fir` [— `���'�'+ lF' -3My2 .. �,sry�'�� � .,.! •7y L< "�—'' F t •i al�� ��� � 0[allrw �'�:�.! \�..+4�!.�� ','�'�!E ' le' �'� '- . yet` .^ t..` -.;' �w�>�� j<it�'1R'• I III f � 411'' _®f �.,. L, NOTE: LOCATIONS OF PROPOSED UTILITIES AND STREET TREES ALONG QUARRY HILL ROAD OBTAINED FROM QUARRY HILL SUBDIVISION PLANS BY LLEWELLYN-HOWLEY INC., DATED 10-25-07 AND LAST REVISED 11-01-09 9AL 17 VC STREET TREES BY OTHERS OW.) I , GRAPHIC SCALE o . . I IN FEET ) I men - 30 ft. 't1• � V�Is, ytP s. GIO� * wwHe. 390 zOISTEw' 4'IIAL f �1Jeaart Nl[Yawr 12" (305 men) PARKINGIROADWAY LIGHT _ „r- O eP1 Ilpl ow.w pro •.,:.--- I�A, rt - •Not Me Nw p"i"" LIGHTING r L 20' 1W DIN. CONCRETE FOOTING 2P TYPICAL CUTOFF LIGHT F—RE IF LIGM POLES ARE GREATER THAN F FROM PAVED AREAS OR AT LEAST r BEHIND THE CURB, THE FOOTING HEIGHT CAN SE REDUCED TO 6" ABOVE FINISHED GRADE PROVIDE r CONDUIT FOR ELECTRIC SERVICE PARKING LOT LUMINAIRE DETAIL NITS 4116/10 REV. NOTES & DETAILS PER CITY COMMENTS GHK 4/10/10 UTILITY & LANDSCAPING REVISIONS RD 2117110 SITE, UTILITY & LANDSCAPING REVISIONS RD 1118110 REV. PARKING LOT & LANDSCAPING GHK Date Revision BY These plain snag only be used for the purpose shown below: (] Sketch/Concept Q Act 250 Review Q Preliminary O Construction Final Local Review (] Record Drawing Z Lodge at Quarry Hill P jea No. 09027 D Assisted Living Facility Surwy Dign f~» 250 Quarry Hill Road South Burlington, VT Z w LANDSCAPE & LIGHTING e gam RD 0 u- PLAN ZNov. 2009 Sale Lamoureux & Dickinson 1"-301 snee ember Consulting Engineers, Inc. 14 Morse Drive, Easeg, VT 05452 ''2 G of 6 802-8-8-4450—I.Dengineering.com GENERAL CONSTRUCTION NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE NTH THE LATEST VERMONT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE CITY OF SOUTH BURLINGTON PUBUC WORKS AND LAND DEVELOPMENT CODE REQUIREMENTS, CHAMPLAIN WATER DISTRICT SPECIFICATIONS AND THESE PLANS 2. THE CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY UNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY "DIGSAFE' AT 1-888wDIGSAFE PRIOR TO ANY EXCAVATION. PRIOR TO CALLING DIG SAFE IT IS A REQUIREMENT TO PREMARK PROPOSED EXCAVATION AREAS USING WHITE PAINT, STAKES OR OTHER SUITABLE WHITE MARKINGS, IN A MANNER THAT WILL ENABLE THE OPERATORS OF THE UNDERGROUND UTILITY FACILITIES TO KNOW THE BOUNDARIES OF THE PROPOSED EXCAVATION ACTIVITIES. PREMARKING IS NOT REQUIRED IF THE ACTUAL EXCAVATION WILL BE CONTINUOUS AND WILL EXCEED 500 FEET IN LENGTH. 3. UnUTIES INFORMATION SHOWN ON THE PLANS WERE OBTAINED FROM BEST AVAILABLE SOURCES AND MAYOR MAY NOT BEE THER ACCURATE OR COMPLETE. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALL CONNECT OR RECONNECT ALL UTILITIES TO THE NEAREST SOURCE THROUGH COORDINATION WITH UTILITY OWNER 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING SURFACES, SOILS, VEGETATION, PAVEMENT AND STRUCTURES NECESSARY TO CONSTRUCT THIS PROJECT UNLESS OTHERWISE NOTED ON THESE PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL, DEBRIS AND TRASH FROM THE SITE UPON COMPLETION OF CONSTRUCTION, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ENSURING THAT THE DUST CREATED AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. WHERE AND WHEN DEEMED NECESSARY BY THE ENGINEER OR OWNER, THE CONTRACTOR SHALL BE REQUIRED TO WET SECTIONS OF THE CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS WITH A POWER BROOM AS DUST CONTROL. 6. ANY SURFACES, LINES, MARKERS OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR AT HIS OR HER EXPENSE, TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. 7. CONSTRUCTION OBSERVATION AND CERTIFICATION IS OFTEN REOUIRED AS A CONDITION OF STATE AND LOCAL PERMITS. IT IS RECOMMENDED THAT CONSTRUCTION OF THE IMPROVEMENTS DETAILED ON THESE PLANS BE OBSERVED BY LAMOUREUX S DICKINSON CONSULTING ENGINEERS INC. (L&D) TO DETERMINE IF THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. L&D WANES ANY AND ALLRESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT MAY ARISE FROM FAILURE TO FOLLOW THESE PLANS AND SPECIFICATIONS AND THE DESIGN INTENT THAT THEY CONVEY, ANY CHANGES MADE IN THE PLANS AND SPECIFICATIONS OR IN THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS WITHOUT L&D'6 PRIOR KNOWLEDGE AND CONSENT, AND/OR FAILURE TO SCHEDULE OBSERVATION OF THE WORK AND TESTING IN PROGRESS. 8. FOR ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF ONE-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. CONTINUOUS TWO-WAY TRAFFIC WILL BE REQUIRED AT NIGHT, DURING PEAK -HOURS, AND WHENEVER POSSIBLE DURING ACTUAL CONSTRUCTION ACTIVITIES. TEMPORARY CONSTRUCTION SIGNS AND TRAFFIC CONTROL SIGNS SHALL BE ERECTED BY THE CONTRACTOR IN ACCORDANCE WITH MUTCD STANDARDS. 9. TO ASSURE COMPLIANCE WITH THE PLAN(S), THE CONTRACTOR SHALL NOTIFY THE ENGI NEER 24 HOURS IN ADVANCE OF STARTING ANY WORK, COMMENCEMENT OF CONSTRUCTION OF BUILDING, BEGINNING INSTALLATION OF ANY UTILITIES, BRINGING IN ANY NEW GRAVEL FOR THE NEW PAVED AREAS, PAVING, AND FINAL INSPECTION. 10. THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWER AND WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE'TEN STATE STANDARDS -RECOMMENDED STANDARDS FOR WATER.' It. THE FINISH GRADE SLOPES SHALL BE AS SHOWN ON THE PLANS. FINISH SLOPES, DITCHES AND DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 4' OF TOPSOIL AND SHALL BE FERTILIZED, SEEDED, LIMED, AND MULCHED. TURF ESTABLISHMENT SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS INCLUDED ON THESE PUNS. 12. ALL FILL SHALL BE PLACED IN 61NCH LIFTS AND THOROUGHLY COMPACTED TO 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM W98 STANDARD PROCTOR, UNLESS OTHERWISE SPECIFIED. 13. PRIOR TO CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY THE ENGINEER 14. PRIOR TO PAVING, ALL MANHOLES, CATCH BASINS, AND VALVE TOPS SHALL BE RAISED TO FINISH GRADE. 15. NEW PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THESE PLANS. ALL EXISTING PAVEMENT MARKINGS IN CONFLICT WITH THE NEW IMPROVEMENTS SHALL BE REMOVED BY GRINDING, I& BACKFILL UNDER PIPES IN FILL AREAS SHALL BE COMPACTED TO 95%OF MAXIMUM DENSITY. A MINIMUM OF (2) COMPACTION TESTS SHALL BETAKEN AT THE CONTRACTOR'S EXPENSE UNDER EACH RUN OF PIPE PRIOR TO INSTALLATION. THE PIPES SHALL ONLY BE INSTALLED OVER ADEQUATELY COMPACTED SOILS. 17. AT COMPLETION OF GRADING, SLOPES, AND DITCHES, ALL DISTURBED AREAS SHALL BE SMOOTH AND FREE OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE. 1 1l2' THCK TYPE III FINISH COURSE PAVEMENT- VAOT SPEC 406 Y THICK TYPE B BASE COURSE PAVEMENT. VAOT SPEC 406 SLOPE TO EXISTING GRADE - SEE PLANS Irk GEOTEX I EFABRIC-MRAFI SOLI% FABRIC OR APPROVED EQUAL, 1r MIN OVERLAP - tr GRAVEL SUB BASE- VAOT SPEC N 7N.M FIRE OR 704.08 IT SAND CUSHION OVER LEDGE VAOTSPECN70&M TYPICAL DRIVEWAYAND PARKING AREA CROSS-SECTIONDETAIL It. NOTES' 1. EMULSION WILL BE PLACED BETWEEN THE BASE AND FINISH COATS OF PAVEMENT WHEN ME FINISHED COURSE IS NOT PLACED WIMIN 6 MONTHS OF THE BASE COURSE PLACEMENT. Y PRIOR TO INSTALLING ME UNDERDRAINS. FABRIC AND GRAVEL, ME CONTRACTOR SHALL CONTACT ME ENGINEER FOR INSPECTION OF THE STREET SUBBASE SOILS. THE CONTRACTOR SHALL FURNISH A LOADED DUMPTRUCK FOR TRAVELING ON THE SUBBASE WHEN THE ENGINEER PERFORMS ME INSPECTION ME CONTRACTOR SHALL OVEIFEXCAVATE IN UNSUITABLE SOILS AND ADD ADDITIONAL SAND BASE AS REQUESTED BY ME ENGINEER. 3. ALL EXPOSED CONCRETE CURB AND SIDEWALK SHALL RECEIVE TWOCOATS OFANTFSPALUNG COMPOUNDAFTER THE INITIAL CURING PERIOD (APPROXIMATELY 28 DAYS). 0. WHERE (EDGE EXISTS, IT SHALL BE SHATTERED TO Ir BELOW SUBGRADE 5. CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 3,WD PSI AT 2B DAYS AND SHALL BEAR ENTRAINED WITH AN ADMIXTURE PRODUCING AN AIR CONTENT OF 5%TO 7%BY VOLUME 6. HALF INCH (UT], TRANSVERSE EXPANSION JOINTS SHALL BE PIACED AT INTERVALS NOT EXCEEDING TWENTY FEET (2r). SIDEWALKS SHALL BE SCORED TO A DEPTH OF ONE INCH (I-)EVERYFIVE FEET In CURB AND SIDEWALK SECTIONS SHALL BE SEPARATED BY A PRE MOLDED JOINT FILLER 7. AFTER ME INITIAL CURING PERIOD IS OVER (APPROXIMATELY 29 DAYS), ALL E PDSEO SURFACES SWILL RECEIVE TWO COATS OF ANTFSPALUNG COMPOUND FRAME 6 GRATE LEBARON LF 248-2 OR EQUAL LK12DO OR EQUAL IF ROAD GRADE EXCEEDS 5% FINISH GRADE GROUT FRAME TO CONCRETE THE FRAME OPENING SHALL MATCH ME CATCH BASIN TOP WITH NO OVERHANG. ALL BACKFILL THOROUGHLY COMPACTED IN W UFTS PROVIDE WATERTIGHT RUBBER SOOT FOR ALL STORM PIPES V OR LARGER IN DIAMETER S.T. GRIBWOLD 5W OR r APPROVED ED— PRECAST CONCRETE CATCH BASIN LEDGE PAYMENT UMT PRE -CAST OR POURED IKPIACE 350D PSI CONCRETE RISER BETWEEN C.B. TOP AND BOTTOM OF CAST IRON FRAME MAXIMUM HEIGHT SWILL BE 8INCHES. (BRICKS SHALL NOT BE USED.) P WITH GROUT r111LGA NEW CURB SHALL REST ONEI TOP OF BARN COVER -ADJUST HpGNTOF CURB AS REQUIRED WHERE THERE IS NO CURB, TOPSOIL AND GRASS / TO BASIN AND USE 4 FLANGE FRAME ----7^ 24' 34' CRUSHED STONE BEDDING PRECAST CATCHBASM N.T.S. UNDISTURBED SOIL EXTEND BEDDING TO LIMITS OF EXCAVATION NOTE CATCH BASINS MAY BE LARGER MAN SHOWN ON THS DETAIL WITH MULTIPLE OR LARGER DIA PIPES IN ONE BASIN USE PVC PIPE OR PRESSURE TREATED'\ O E TO MARK TON AND DEPTH \ CE CONNECTION. TIOEXTEND FROM SBERVI FROM PLUG TO Y ABOVE FINAL GRADE PROPERTY LINE OR EASEMENT BOUNDARY 15• 4' MINIMUM SERVICE SDR 35 PVC CONNECTION THE SANTARY SEWER SERVICE SHARUN \ I TEMPORARY PLUG LL PERPENDICULAR FROM THE MAIN TO AT \\ LEAST ME STREET LINE O LEDGE PAYMENT LIMIT \� MNIMUM SLOPE IWIFT FOR I SANITARY SEWER OR I/B"IFT UNDERDRNN CARRIER FOR UNDERDRAIN PIPE rum PIPE OR SANITARY SEWER MAIN I UNLESS OTHERWISE NOTED SEE SEWER TRENCH DETAIL DO NOT CONNECT UNDERDRAT-1 ANDSERVICE TO SANITARY SEWER MAIN I BEDDING DETAILS SANITARYSEWER OR UNDERDRAINSERVICE CONNECTION N.T.S. 5' THICK STANDARD 8" THICK ALL DRIVES 6- THICK CRUSHED GRAVEL PER VT STATE SPEC N704.05 I. CONCRETE SHALL HAVE A MNIMUM STRENGTH OF 3,500 PSI AT 25 DAYS AND SHALL BE AIR ENTRAINED WITH! AN ADMXFURE PRODUCING AN AIR CONTENT OF 5%TO M BY VOLUME 2. HALF INCH (IZ) TRANSVERSE EXPANSION JOINTS SHALL BE PLACED AT INTERVALS NOT EXCEEDING TWENTY FEET(2r). SIDEWALKS SHALL BE SCORED TO A DEPTH OF ONE INCH D-) EVERY FIVE FEET"' CURBANDSIDEWALKSECTONSSHALLBESE➢ARATEOBYA PREM MED.-FILLER 3. AFTER THE INITIAL CURING PERIOD IS OVER (APPROXIMATELY 28 DAYS), ALL EXPOSED SURFACES SHALL RECEIVE TWO COATS OF ANTHSPAW NG COMPOUND. CONCRETE SIDEWALK DETAIL N.T.S. 10 RADIUS EMULSIREDASPHALT 1 1M RADIUS 1 3,50D PSI CONCRETE 1 B- END AREA • 0.14 SF NEW CRUSHER RUN GRAVEL -� 4" 2' J NOTES: 1) CURBING SHALL BE CONSTRUCTED IN 10 SECTIONS WITH 1/r JOINT BETWEEN SECTIONS. 2) CURBING EXPANSION JOINTS $HALL BE CONSTRUCTED EVERY 20 AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMNG TO AASHTO DESIGNATION M153 (in' SPONGE RUBBER OR CORK). 3) ALL EXPOSED SURFACES TO RECEIVE 2 COAT$ OF AN ANTFSPALLING COMPOUND. CONCRETE CURB DETAIL a vEp N.T.S. 1f DI BACKFILL WITH APPROVED EXCAVATED —FINISH GRADE MATERIAL THOROUGHLY COMPACTED IN 8" LIFTS P. no .n `OISTCI `� AL UNDISTURBED SOIL ME SIDES OF TRENCHES 4 FT. OR MORE IN DEPTH ENTERED BY PERSONNEL SHALL BE SHEETED OR 4/09/10 REV. SIDEWALK&CURB DETAIL NOTES RD pAPPROVED SLOPED TO THE ANGLE OF REPOSE 16' 2/17/10 REV. DETAllS RD ROCK FREE BACKFILL COMPACTEDINrLIFTS(NO STONES SQUARE I Dale Revision By _ LARGER MAN 1 112- DIAMETER) i * 'These plans shall only be used for the purpose shown below: IF LESS TWIN 4 FTCOVER UNDER CLEAN UT FRAME a COVER Sketch/Concept O Act 25011—ew 12' PAVEL£NT, PLACE 4' THK:K RIGID POLYSTYRENEINSULATIONSOARD(TWO LaBARON R-0OB OR EQIMt S' THICK GRAVEL BASE El Pre)iminsry Q Consmlcdon 2" LAYERS WIM OVERLAPPING JOINTS) N T S SHORT LENGTH OF PIPE UNDER CONCRETE PAD Final Local Review Q Record Drawing tr XlrXr-25M Z fD IS OUTSIDE DIAMETER OF PIPE) P.SJ.CONCRETEPAD 45- BEND o Lodge at Quarry Hill "eect No. THE ATALLTMES AS NOTED ON PLANS U Survey TRIETORSHALL KEEP MEME TRENCHES ENTIRELY FREEOF O Z) Assisted Living Facility Y WATER UNTIL ALL WORK IS FINSHED Of o AND READY FOR BACKFILUNG 250 Quarry Hill Road South Burlington, VT ogi n Tk" z T W4" CRUSHED STOW BEDDING " FLOW 0 DrawnI1 LEDGE PAYMENT UT D+2 F� INV. ELEV. POINT o DETAILS & SPECIFICATIONS Checked SEWER & SITE WORK ° �s. UNDISTURBED SOIL CLEANOUT DETAIL (STORM & SEWER) F o Z Nov. 2009 TYPICAL STORMAND SEWER TRENCHDETAIL Scale N.T.S. Lamoureux &Dickinson Nrs Consulting Engineers, Inc. Shen nRnrb 14 NoseDrive,Os VT 05452 802.878.4450www.Llkngineering.com 3 01 6 P.\20B%09027\*VW,027-D3AM 4/13IM101-23:46M WATER DISTRIBIk )N SPECIFICATIONS NOTE: ALL WATER LINE AND RELATED WORK TO BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES FOR ALL WATER SYSTEMS OWNED BY THE CHAMPLAIN WATER DISTRICT. THE CRY OF SOUTH BURLINGTON, COLCHESTER FIRE DISTRICT #1, AND THE VILLAGE OF JERICHO, HENCEFORTH THE "CWD SPECIFICATIONS". SOUTH BURLINGTON WATER DEPARTMENT'SBWD' SHALL BE NOTIFIED PRIOR TO BACKFILLING TO INSPECT ALL JOINTS, FITTINGS, MAIN LINE TAPS, APPURTENANCES AND WATER LINE CROSSINGS. NO WATER LINES SHALL BE INSTALLED AFTER NOVEMBER 15 OR BEFORE APRIL 1 WITHOUT PRIOR APPROVAL OF THE SUPERINTENDENT. THE SUPERINTENDENT MAY RESTRICT WORK BEOFRE NOVEMBER 15 AND AFTER APRIL 1 DURING ADVERSE WEATHER CONDITIONS. 1.1 GENERAL: This hem shall conelst of the labor, equipment, and material required for Me complete do-tructibn of Me watendains and services which shall include excavation, backfiling• pipe, vaNes, tees, hydrenw. at—. modems, and all other appurtenances necessary in, a complete watermain system as Indicated on Me accepted drawings. All malmals and installations must comply with Me CWD Sp-Ilkations and shah be approved by the local municipal water authority. 1.2 WATER MAIN PIPE MATERIALS: DUCTILE IRON PIPE Ducllle Iron pipe shall Include polyethylene erK.asemenl conforming b AWWA C 105. Mhhum diameter of six inches (6") and mnform fin current AWWA C110 or ANSI Specitkatbn A21.10 with Class 52 minimum Mkkness . Puahm joint acce.e.d.. shall con/onm to applicable requiemenls of AWWA C111 or ANSI Specllralon A21.11. Install no less than three (3) bm- wedges al each joInl. Pipa shall be cement m,d,r4Inetl on in Me Inside In accordance wAWWA C104 m ANSI Speen-11 n A21.4 xcapt Mal the cemenl4Ining Mkkness shall not be less Man three- sist ..tit Inch (3/16"). A pis tolerance of anealghth inch (ire') will IN permitted. 1.3 FITTINGS: es All braflllig: , esq dralbn 1, cerb .lops, meler WE pieces, elbow, and angle wine shall contain one-lenlh of one percent (0.10%) lore) lead content by weight, In Is,,. No -lead brass fning, shall be Cambridge Brass No -Lead, Red Manufact rig or Champlain Water District approved equal, manufactured in adeordance with AWWA C800. All NPLeed bras, HlUngs shah have Me manufacluren name a Inderrwk Integrally stamped a casl on h. Another making Identifying the No -Lead brass allow shall also be cat or slumped an Me fining. Ductile ion filling, shah be cement -Mac, have 350 pounds working pressure, and be In accordance with AWWA C-104C-111 =-110WC-153forcom at Mlln s. M h Ir t H med soIn es rahls win N/lsl o nuts and oohs shall be EBAA a 2-) nal,she or a , mplainstands Water lengthistrld approved lass grip rhg. n fillleings. s. Mhgs larger than twelve ill ea (12T) shall have a standard body length equal to Class twelve rat ion (12'). Cast ion Class 250 gllinga call N allowed in Neu t curia ion flnIngs In sDes Lager roan 1lveto ixJRa (1z). 1.4 GATE VALVE RESILIENT SEAT: Gte vaNes shall N AW WA C 50957 Standard Gate Valves whh mechanical fobs of sixes es mq,ked m Me plare. All warms shall be of cast or ducUW lean body, parallel brass seats, nw-ri b g slam, Inside screw, resBml seat with •O- Rhg Stem Seals. All vaNes to be equlpped with a Yen box for a minimum of 5.5'tve dower Malarial. The gate wine shall open bit and be designed Tor a working pressure o1200 psi. Each valve shall have maker's name, pressure rating. and year In which manufactured cat on the body. Prior In shipment can the factory, aeeh valve shall N tested by hyd—calk pressure equal to twice the specified working pressure. Buried valvee shah be intaled with , valve box. 1.5 VALVE BOXES: Cat ion Rees plm. alNeaype: Me and one-fourth. inch (5 1/4') shaft: sin fool IS) trench depth. Cat tun cover marked "WATER' and Indicating direction of openig. 1.6 FIRE HYDRANTS: AN hydrants are to be 3-way, 5" minimum dlamter and limited b the following makes: MwIlar Super Centurkm 250 V Kennedy Guardian K-81 D or Waterous Pacer. Main Valve Opening: 5 1/4 Inches, len opening Nozzle Anagement: Two 2 1/2 Inch has, n—las with NST thread,. One 4 1R inch pumper noxxle with NST threads. Inlet Connection: 6 Inch mechanical joint Operating Hurt: Standard 1-1/2 Inch pentagon Diecibn t Opening: Counterclockwise Color: Enameledhydrenlred Depth of B -/ r The h p Burry: Sit of cove . e f Men! shall have at oat 15" and no more than 21 Inches Nlwaen the Mkorn of he eleamer Gap and Nne ground. Drain: The hydrant shell N non -draining or have the emirs permanently pigged. Dither: Hydrant flags shall be required — suppled M each hydrant. 1.7 HYDRANT BRANCHES: Hydrant assemblies shall dowlt of an anchor tee or a Swivel Joint Hydrant Tee, a sb4nch mechanical joint gate wive —forming to Me stows a 19catbre. the appropriate length of sN4nch DI Class 52 pipe, ar necessary anchor couplInga and approved retafning glands. Me fin hydrant and appropriate thmt block. The hydrant eNI have t least twelve inches (12') between Me bottom of Me al -mar cap and Me ground. For single-family hoes subdivisions, there will be at least one hydrant at each Intersection and a maximum of 500 feel (500'1 between hydrants with a minimum water flow of 500 gelbre per minute with a 20 p,l residual Measure from each hydrant. 1.8 WATER SERVICE CONNECTION A. GENERAL REQUIREMENTS The Con hata shall Install #mde fMMMa inch to MID Inch (314"-2") copper type K services as Indicted on Me Contract Drawings or as directed by Me Engineer. Each service shall consist of Is corporation, curbstm. copper lubing, and a curb box with service rod. Cesporalbn shall be attached to Me ductle ion pipe by means of a direct tap. B. CORPORATIONS Cor,dmfi re shall be Cambridge Brass No -Lead, Red Had Manufacturing 4381, or Champlain Water Dkblet approved equal, manufactured In accordance with AWWA C800. Corporations shal have Mueller threads, adople i as AWWA Figure # 1, el Ore Inlet and a campressor4ype Ming as Me outlet. Both Inlet ant mllel shall be of lire same at.. Corporations shall be directly lapped Into ductile Iron pipe larger than six Inches (6") In dlameler. In no other Instance. except when a lapping sleeve and valve M used. shall a top be mads and a corpodilen Installed without Me u,, of a tapping saddle. C. CURBSTOPS CUNstops ,hall be Cambridge Brass No -Lead, Red Hed Mmufacturng SB 5151B4151, or Champlain Wter Dlslrkl approved equal. manufactured 10 axOrdaca wM AWWA C800. CurNlaps "I be a quarter4um . pl,",pe valve with an'O" mg4ype seal. The Gurbstop shall ape, left and have a positive stop. No cUrbalIp shelf have Me milly to drain Me service One. Bath inlet and Mdlw of the mrbsbp steal have oompresson4ype Ug fhs. The tee Net of the curb- atop shelf have provision for Me connection of a service rod. D. SERVICE LINES Copper tubing shall be type "K', soft -temper, conforming to ASTM B88. The norms or trademark of the manufacturer and type shall N stamped at regular Intervals slag Me pile. E. CURB BOXES AND RODS Curb boxes shall be of the sliding aelu sable -type capable of adj,ting from five feel b sit feel (5' -6'). The base of Me Mx shall N erch4y" m as to prevent Me Mx from reeling directly on the curbsbp. The adjuslable ,peer section shall N me Inch (1") In diameter for use with three -fourth, and one Inch (3/4' ant 1') alrbtops. For larger Gudntope, the upper section shall be one and omit -fourths Inches (1 1/4') in diameter. Stationary rode affixed to the key of the curbsW shall be shin -a steel and shall be thirty Inches (30') in length for three -fourths and one Inch (Y4" add 1-) mrostop, and twenty-four Inches (24-) for large curbstops. TN cover of the Mx shall N by 'Mueller with Me countersunk brass plug type. The word 'WATER' shall N Inscribed on the rover of Ore Mx. Both the cover and the upper section t the Mx shall be able b be located with an eeua4ypa metal locator. F. HOUSE SERVICES CONSTRUCTION METHODS The Contractor shall make all necessary tees Into the watemneln and will Install for each lot or unit an approved brass corporation stop. The Contractor shall also connect he type -W copper service pipe W the hanged joh, which shall N connected to Me brass"curbtop win Inlet and ouNl for Me appropriate type"K- copper service pipe. Such mrbstop shall be located not less Man tee feet IV) below the ground udace and shall N ace-sbl. from Me surface through m approved valve Ms. 1.9 CONSTRUCTION METHq A. INSPECTION AND TESTING AN pipe and f111Ylgs shall be Inspected and lesls l In accordance with Me manufacturers spuc t-hums and the aforameMid AW WA SpecBkalbns. The Contractor shall furnish for approval mdhkatbn from Me pipe anulact,mr Mad all tests have been perfammd with salialutory mews. Pipe shall ml N Installed without IN, Engineers or Water Authority's approval. B. INSTALLATION Pipes, filings. and accessories shall be comfuly handled b avoid damage. Prior to Me date of acceptance of the project work by Me Owner, the C-hacbr shall replace any new pipe or accessory found to be Nfocllve al any tine, including after installation, t no expanse to Me Owner. AN Installation and last" shall be done In accordance with AWWA Standard C-600 antl ANSI SpecNiiedlon A21.11. All pipes showing crack, shall be rejected, If cracks mar In Me pipe, the Contractor may, at his own expense and with the approval of the Engineer. cut off the cracked portion at a point al leas) beeNs inches (12') from, the visible Ilmhs of Me Greek and use the sound portion of Me pipe. AN pipes and filings shall be cleared of all foreign maker and cable prior to Installation and shall be kept clean until the time of acceptance by Me Owner. At all time,, when the pipe laying Is not actually In progress, Me open end, of the pipe shall be closed by lemponky watertight plug, or by other approved means. N water M In Me Munch when work is resumed, the plug shall not bid removed anti all danger of water entering Me pipe has passed. The pipe short be Installed In trenches ant at the line and grade shown on the Conine! Drawings. Any collection joints shall be within the limits specified by Me manufacturer. AN piping and appurtenances corn red to Me equlpmenl shall N supported so Mat no abain will be Impound on It. equipment. If Me equipment manufacturers specifications Include Thal piping loads are not to be Imnsfened, Me Contractor shall ,ubmft certification of complLence. Concrete Rawl blocks shall N inslalMo on all plugs, teas, and bends detecting 11 1/4 degree, or mare. Can ,hall be taken to ensure Mat conaele will not come in conlact with flanges, John, or boll. The required area of thrust blocks are Indicated on IN plans or shall be as approved by the Engineer. Whenever sewers cross under wale -main,, the walermain shall be laid at such an elevation then Me bottom of Me walermain M at laser 18 Inches above the top of Me sews. This vergral separation shall be maintained M that portion of Me wrlmr maln located within tan feel (10') Nd... Lally of any an,we it posses. There shall be no physical cunneclon between the d6trbulbn system and any pipes, pumps, hydrants, or lanks which are supplied err may be supplied with a water that M, or may be, comaninalm. In knsrences whom the I- of different lypes of plus requite joining, IN Contractor shall fumlsh and Install al demssay adapters. All trenching safety s danx s shall N In confurmmce with all applicable State and Federal Guidelines antl as specMad on the Plans. The Contractor shall, tall lines, keep Me trenches entirely has of water untll all work M fhIshed and ready for batkalbg. After the various pipelines have been Installed, Me trenches and other areas to N filed shall be back0lktl M aubgmce with, wherever psssble, material excavated from Me trench. No badMlig will N allowed until any concrete masonry has set sufficler9y, as determined by the Engineer. All material for back9ilirg shall be free of roots, stumps, and host. Materials used for backHlhg trenches shall bs free of stones weighing ova 30 Pounds. No stones measuring ova on, and onehah Inches (1 112") In the longest dimension shall be placed within one fool (1') of the pipeline being baddlied. Bacic011 IV all pipelines shall be placed In six itch IS') layers, each by,, being Mao ghly canpaciad to rKN less than 95 percent of maximum dry density as determined by the AASHTO-T-99 Standard Proctor. Particular precautions shall N taken In Me placement and compaction of the backfR material In order not b damage Ma pipe or structure. The Ndkgll short be brought up evenly. All walermal s shag N Installed with a minimum cover depth of alx (F). Surplus excavated materlals not used for backfift ,hall be disposed of In a un-Oar,allslacbry to the Engineer. All surplus material or spell shall be removed Promptly and disposed of so as nor ed be objectionable to abutters or to Me general W blk. Valve boxes are to be Installed on all burled vaNes. The boxes shall be deal bun with a minimum Me and one-fourMs Inch IS 1/4") diameter and long enough to ex1xMd from the valve to 11DRIN i grade. The boxes sh,l enclose the Operting nut and stuffing box of Me valve. Valve boxes shall not trawler bads into Me valve. Covers shall be close titling and tlN4lght with the top of We cover fiueh with IN by of Me box rid. Covers shall N marked ^Water win an crow indicating Me dkeek- of opening. Valve boxes chart N three piece sip -type. The contractor shall provide a stable, temporary PVC maker approved by IN Engineer at A gale vaNes, cab stops, and at Me and of werarMes to a point six Inches (6') above finish grace. The marker shah he GOWN semrely ho IN ground. C. FIELD TESTING Except as otherwise directed. all pipelines shall be tested. Pipelines laid In excavaton or bedded In concrete shall N lasted prior b Nck711ing or Me placing of concrete, and any exposed d pin piping shall be tested In flak! painting. The Contractor shall furnish all gauges, testing plugs, caps, and all other necessary muorn-I antl labor to perform leakage and pressure lest In sections of an approved length. Each valved section or a maxknum of tune thousand feel (1,000) of Me pipe shall be tended. All writ, required for testing shall be poleflue. All testing shall be conducted In Me presence of the Engineer. For the pressure teak Me Contractor shall develop and maintain 200 pounds per square Inch fV MID hours. Failure b hold the designated Ora, -re for Me lw 4mr period consthudes a failure of the section lifted. The leakage test shall be performed concunenlly with the pressure test. During IN lest, Me Contacts shah re the c-011y of water required to maintain the lest pressure. Leakage shall nor exceed the quaMy given by. L = SD (Square root of P) 1148,000 where: L = Leakage In gallonshour S = Length of piptina lesled D = Dlameler of pipe In inches P Average test pressure In pin All test" shall be conducted In accordance with AWWA CSUU latest re*im. Should any section of he pipe fail either the Pressure or leakage tests, the Conbator shall do everything wGuesery to locate and mpak or mpoce Me detective pipe, Wings, or joint. t no expense In he Owner. D. DISINFECTION: Chlorination of the walermain shall be conducted only after the main hall been flushed and a clear stream Is oblahed as determined by the Engineer. The Contractor shall Wlim all labor, equipment, mtedals, and tools necessary to disinfect Me pipe and app,rumanras 1, accordance with Me AWWA Standard for Disinfecting Wwm-1 ,. CS51, will, Me exception of the tablet meMN. The method of disinfection shall be by Me mntinuous food method unless oMerwlse approved by the Engineer. After filling, flushing, and the eddhlon of chlorine solution. the free chlorine concentration wNhh, the pipe ,hall be at least 25 mill. The chlorinated water shall remain in the main for a period of at Mast 24 hours. At Me and of Mis Perkin, the treated water In all pedons of the main shall not have a residual of less Man 10 mgA of has chlorite. AN disinfection shell be performed under Me supervkbn of the Engineer. The d lainfectbn process shall be deemed acceptable only after (2) samples of water from the flushed, disinfected main taken by the Engineer and tested at an approved laboralM show, no evidence of bacteriological contamination. Disinfection shall conform to the Itest AWWA C-651 revision. All water ... d In during flushing and reefing of the new main must be dechbrinabd prim ed entering my wales of Me Slate. The pipeline and appurtenances shall be maintained In an uncontaminated condhbn until final acceptance. DMhetbn shall N repeted when and where required at no expense to Me Owner untR final acceptance by the Owner. E. FROST PROTECTION OF SHALLOW WATERLINES Waterline, win less then all feel (6') of cover over IN crown, or where Indicated on Me Mons, shall be prclecled against I—Ing by Installation of fmr Inch (4') Mick Styrofoam SM insulating sheets with a total width of four feet (4') or Twice Me pipe diameter, whichever M greater. The sheets shall N pieced aI, Inches (6') above the crown of the main eNr compaction of the six inch (6") IM kn..dlately above the crown. Can shall be exercised by Me, Contractor during bacldR and compacon over he syrofoam sheets to prevent damage to he aNts. Styrofoam SM sheets shtl meet the compressive alrenglh raquiements of ASTM D1621-73 and shall N as manufactured by Dow CNmkal Company, MMland, Mkhlgan, m m,I-font. Inno case shall the waledines have less Man fmr fat (4') t rover aver the top of Me pipe. FOWERSEAL MODEL and MJ STAINLESS STEEL TAPPING SLEEVE SPLIT END GASKET SIDE GASKET TAPPING SLEEVE NOTES TAPPERS SLEEVES SHALL BE O THE SPLIT SLEEVE DESIGN CONSTRUCTED WITH TWO SOLD HALF -SLEEVES BOLTED TOGETHER. SLEEVES SHALL BE CONSTRUCTED OF STAINLESS STEEL, SHALL HAVE A WC N NG PRESSURE OF AT LEAST 1. PSI. AND SHALL HAVE MECHANICAL JOINT ENO$ AND SIDE GASKET SEALS M APPROVED BY THE SBWD SUPERINTENDENT, ALL TAPPING SLEEVES SHALL BE PROVIDED WITH A — NPT TEST RUG, OR OTHER PROVISIONS MUST BE MADE FOR AN TESTING THE VALVE AND SLEEVE AT MAXIMUM WORKING PRESSURE, PROM TO TMPNG. ALL BOLTS AND NUTS FOR MECHANICAL JOINTS O TAPPNG SLEEVES SHALL BE O HDHSTRENGTH CAST IRON OR HIGH -STRENGTH, LCW.PLLOY STEEL CONFORMING TO ANSVAWWA C1I VA21.1150. ALL BOLTS AND NUTS FOR FLANGED JOINTS O TAPPING SLEEVES SHALL BE OF HEHSTRENGTH, LOW -CARBON STEEL CONFORMING TO MNSVAW WA C1 IWA21.1097, APPENDIX A ALL BOLTS AND NUTS 8HALL BE SOUND, CLEAN, AND COATED WITH A RUST RESISTANT{UBRO:ANT; THEN SURFACES SHALL BE FREE OF OBJECTIONABLE PROTRUSIONS THAT WOULD NTEREERE WITH THEN FIT N THE MAOE4P MECHANK:AI- OR FLANGED JOM. ALL BOLTS AND NUTS USED WITH ALL PIPE SLEEVES SHALL, UPON FINAL TIGHTENING AND TESTING. BE BRUSH COATED HEAVILY WITH BINMASTIC COLD-APPFD MATERIAL TO THOROUGHLY COVER ALL EXPOSED SURFACES OF THE BOLTS AND NUTS. TAPPING SLEEVE ON EXISTING MAN (SEE ABOVE) 1\ 1 PROVIDE THRUST BLOCK (SEE DETAIL) TAPPING VALVE NOTES 1. IT NG VALVE SHALL CONFORM TO ANSVAW WAOSOF57STANDARDFOR RESDFNTSEALED GATE VALVES FOR WATER AND SEWAGE SYSTEMS, EXCEPT M MODIFIED HEREIN. VALVES SHALL OPEN GOUNTERCLOOoN E AND SHALL HAVE A MINIMUM WORKING PRESSURE O 1SO PSI. INLET FWNGES SHALL BE CLASS 12$ CONFORMING TO ANSI SPECIFICATION B16.1 OR ANSV AWWA Cl IG/A21.10. AND OUTLET CONNECTIONS WALL BE STANDARDIZED MECHANICAL JOINTS. 2. BURIED TAPPING VALVES $HALL BE PROVIDED WITH A T SOUARE WRENCH NUT AND SHALL BE INSTALLED WITH A CAST NON VALVE BOX M REQUIRED TO ALLOW POSITNEACCESSTOTHEVALVEOPE TNGNUTATALLTNES.NNST&LA S WHERE THE DEPTH FROM GRADE TO TOP OF VALVE B GREATER THEN 6' P, A VALVE STEM RISER SHALL BE PROVIDED AND INSTALLED SUCH THAT THE DEPTH FROM VALVE STEM RISER NUT TO GRADE IS FROM 4' U" TO VW ( MINIMUM LENGTH OF VALVE STEM RISER IS 20• ). VALVE STEM RISER SHALL BE O HEH STRENGTH STAINLESS STEEL AND OF WELDED CONSTRUCTION. 3. SEE WIR N CWD SPECFICATDNS FOR FURTHER REQUIREMENTS FOR TAPPING VALVES 8 SLEEVES. WrM COVERe M IRON VALVE wDH WId� MARKED 'WATER— ' *TEE /C Po- dsR OAom,n TIRUsT BLOCK — �--- den nRNIi RAG PER [[ �y�pR�A SPCxA �In(kls aMWNc (P•E CTto SRC..) 9FIXAwAY FLNGE 1 e'MZ] PUG HNDRNIT ORNN e' 1 P Mon. i�UNDISNM EARTH 8' M.J. RESILIENT WEOGE J � � � MRUST BLOLY( W E VALVE 6 P INC DI PE WTTN CEGL-LUG CLWOS 3/1' CRUSHED STONE MINIMUM 12- TRICK 1) NOTES FITTINGS ME M HAVE WEDGE STYLE RUMMER G INDS. 2) PRIOR TO POURING THRUST BLOCks ALL RmNGS ME TO BE WRAPPED *MR -it.—,EmYLENE. 3) THE e' PIPING DOES NOT HAyE TO BE WRAPPED IN POLVETh'IENE. HYDRANT ASSEMBLY DETAIL NEW SE NTER ONE LE OERwATELINE) H OVER WATERLINE) 18' MIN. NEW WATERLINE OR SERVICE CENTER ONE LENGTH OF PIPE CATCH UNDER SEWER BASIN rF. INTAIN OR MUMMANHOLEPARATON CENTER ONE LENGTH OF PIPE OM ALLRUCTURE$ OVER SEWER r NEW WATEMINEORSERVICE NOTE: F 18- OF VERTICAL SEPARATION CAN NOT BE • 18' MIN. MAINTAINED, THE SEWER LINE SHALL BE CONSTRUCTED TO WATERLINE STANDARDS. A MNIMUMOFNMETSEYONDEACHBOEOF 20 NEW SEWERPPE FEET BEYOND EACH SIDE OF THE CROSSING. (CENTER ONE LENGTH UNDER WATERLINE) SEWER / WATER SLPARA'I'ION DETAIL FOR CROSSINGS N.T.S. BACKFLL WITH APPROVED EXCAVATED MATERIAL THOROUGHLYCOMPACTED IN P LFTS THE SEES OF TRENCHES b m 4 FT.OR MORE N DEPTH ENTERED BY PERSONNEL SHALL BE SHEETED OR ----- ----- MOPED TO THE ANGLE OF REPOSE tl / APPROVED ROCK FREE BADKFLL THOROUGHLY B-.DR COMPACTED N T LIFTS (NO STONES LARGER THAN 11N-DWAETER) 8'*DR UNDISTURBED SOL IF COVER IS LESS THAN 6' PLACE 2 PIECES O 2' THICK INSULATION BOARD, SUITABLE FOR BURNL. CVER THE PPE WITH STAGGERED JOINTS. IN NO CASE SHALL THE PPE HAVE LESS THAN 4' O COVER. ALL WATER SERVICE LINES UNDER PAVEMENT SHALL BE INSULATED REGARDLES$ OF DEPTH. fly IS ours" D WAETER O PIPE) �� THECO E TRENCHES EN ATALITME9 APPROVED DRAWL OR SAND WEEP THE TRENCHES ALL $ WORK IS FINISHED FREE N FOR COPPER OR D.I. PPE READY FOR BVICCNFLLINOB FINISHED AND LWDSTURBEDSOL NOTE: EDHT4NCH AND LARGER DUCTLE IRON (DI) WATER PPE SHALL HAVE NO LESS THAN THREE (3) BRASS WEDGES INSTALLED AT EACH JOMIT. TYPICAL WATER TRENCH DETAIL We THRUST BIOCK END MEA M�111 MMM MMMM ®©nn ®nnm BASED ON 100 P51 WORKING PRESSURE PLU5100 P51 SURGE ALLOWANCE AND BEARING CAPACITY OF NOD LBS/SO FT 3500 P91 CONCRETE CTE CONCRETE . \ I END AREA END AREA BEARING AGAINST BEARING UND BNRBED AGAINST UNDISTURBED SOL SOL TYPICAL BENDS TYPICAL TEES-DEADENDS-CAP NOTE: PLACE 4 ml POLYETHYLENE BETWEEN FIRING AND THRUST BLOCK THRUST BLOCK DETAIL NTS 1 4/09/10 1 ADDED FIRE HYDRANT DETAIL I RD I Those plans shall only Mused for the purpose shown below: (] Sktch/Coadept (] Act 250 Review Q Preliminary O Construction Final Local Review 0 Record Drawing Lodge at Quarry Hill Assisted Living Facility og" TS2 250 Quarry Hill Road South Burlington, VT o DETAILS & SPECIFICATIONS LCheckeA ** "+ F RD WATER SUPPLY Date 33 Ne. 3943 * O Nov. 2009 ' OrtrEW Z Scale AaNjAL Lamoureux & Dickinson NTS Consulting Engineers, Inc. sit el n,mMr 14 Morse Drive, Essex, VT 05452 802�764450--LDengineering.coln 4Of 6 THIS SECTION CONTAINS THE MINIMUM REQUIRED ELEMENTS FOR THE EROSION PREVENTION AND SEDIMENT CONTROL PLAN. THESE ELEMENTS ARE IN ADDITION TO THE SITE SPECIFIC EROSION PREVENTION AND SEDIMENT CONTROL PRACTICES SHOWN ON THE PLANS EROSION PREVENTION 1. THROUGHWT CONSTRUCTION, THE AREA OF SOIL DISTURBANCE SHALL BE UNITED TO THOSE ABEAM) THAT CAN E ACTIVELY WORKED AND MANAGED WITH ME FORCES AVAILABLE. AREAS THAT ARE NOT ACTIVELY BEING WORKED SHALL E TEMPORARILY $TABLRED. 2. THE MAXIMUM AREA OF SOIL OISTURSACE AT ANY ONE TIME ON THE ENRRE PROJECT PARCEL SHALL E LESS THAN 2 ACRES. 3. SEDMENT BASINS, SEDIMENT TRAPS, PERIMETER DINES, SEDIMENT BARRIERS. AND OTHER MEASURES INTENDED TO TRAP SEDMENT SMALL BE CONSTRUCTED AS A FIRST STEP N ANY LAND -DISTURBING ACTNRY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TINES PLACE. 4. CONCENTRATED RUNOFF SHALL NOT FLOW OEM CUT OR FLL SLOPES UNLESS CONTAINED WITHIN M ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, ON SLOPE GRAN STRUCTURE. 5. WHENEVER WATER SEEPS FROM SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PHOVEED. S. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ME MADE OPERATXNAL.ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LNNG SHALL E INSTALLED N BOTH TILE CONVEYANCE CHANNEL ARD THE RECEHNG CHANNEL. I. UNDERGROUND UTILITY LINES SHALL E INSTALLED N ACCORDANCE WITH THE FOLLOWING STANDARDS N ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN MW LINEAR FEET OF TRENCH MAYBE OPENED AT ONE THE. 8. EXCAVATED MATERIAL. SHALL BE PLACED ON ME UPHILL SIDE OF TRENCHES. 8. ALL SEGHENT REMOVED FROM SEDIMENT CONTROL PRACTICES AS A PART OF MAINTENANCE SHALL BE DISPOSED OF IN M AREA MAT IS: A .- MAN S%N SLOPE. B. AT LEASTIWFT.FROMMYM"SLOPEWATERBWYORCONVEYANCETOAWATERBODY(NCLWNGSTORMOHANNIET OR DITCH). C. VEGETATED. PERMNIENT STMLGATON OF SEDIMENT SHALL E IMMEDIATELY !IMPLEMENTED FOLLOWING DISPOSAL. B. FOR MY AREA TO BE STABILIZED FOR WINTER BY VEGETATIVE COVER, SEEDING MUST BE COMPLETED NO LATER THAN SEPTEMBER 15. 10. MY AREA TO BE STABILIZED FOR WINTER THAT DOES NOT HAVE ESTABLISHED VEGETATION BY OCTOWR 15 MUST BE STMLGED BY ANCHORED MULCH AT ME WNTER APPLICATION RATE OF A TONS PER ACRE. OR OTHER APPROVED STABILIZATION MEASURES M.G. ROLLED EROSION CONTROL PRODUCT). DORMANT SANDING (E.G. WRM WINTER RYE) S RECOMMENDED. 11. DIS REED AREAS BORDERING AND DRAINING TO ROADS MUST HAVE M MPROPRATE MOMENT BARKER SPANNING ME EDGE OF THE DISTURBANCE TO PREVENT WASHING OF SEDIMENT ONTO ROADWAYS OF INTO ROAD DITCHES. 12. MAY MULCH SHALL BE APPLIED AT A MINIMUM RATE OF 2 TONS PER ACRE. HAY MULCH APPLICATION DURING WINTER CONSMUCTION SHALL M AT A RATE OF 4 TONS PER ACRE. WHERE SUBJECT TO SLOWING, MULCH SHALL SECURED IN PEACE BY MACJ(NG WITH EQUIPMENT (WITH TRACK RUNNING PARALLEL TO SLOPE), A TACKFER, NETTING, OR REPLACED WITH PROPERLY ANCHORED EROSION WTTWG. 1L PLACEMENT OF SEED MD MULCH SHALL OCCUR WITHN 48 HOURS OF PLACEMENT OF TOPSOIL AID COMRETEN OFFINAL. GRADING (NOT WITHSTANDING STMLGATDN REQUIREMENTS ELSEWHERE N MS RAN). 14. ALL TEMPORARY EROSION MO SEDIMENT CONTROL MEASURES $HALL BE REMOVED WITHIN W DAYS AFTER FINAL SITE STABILIZATION OR AFTER ME TEMPORARY MEASURES ME NO LONGER NEEDED, UNLESS OTHERWISE AUMORIZED. STABILIZATION 15. ALL AREAS OF DISTURBANCE MUST HAVE TEMPORARY OR PERMANENT STABIGATION WITHIN 14 DAVIS. AFTER THIS TINE. ANY DISTURBANCE N ME MEA MUST M STMLGED AT ME END OF EACH WORK DAY. ME FOLLOWING EXCEPTIONS MAY: A STMLIZATDNSNOTREOUNEDFWOILKSTOCWTNUENTHEMEAWRHNTWNEM24H RSMDTME MME PRECIPITATION FORECAST FOR THE NEXT 24 HOURS. B. STABILIZATION IS NOT REQUIRED IF ME WORK S OCCURRING W A SELF-CONTAINED EXCAVATION (I.E. NO OUTLET) WITH A DEPTH OF 2 FEET OR GREATER (E.G. HOUSE FOUNDATION EXCAVATION. UTILITY TRENCHES). 16. MAINTENANCE MUST E PERFORMEDAS NECESSARY TO ENSURE CONTINUED BTABLGATKN. EXCEPTARNOTED MIOW, ALL SRES SHALL BE SEEDED MD STMLGED WITH EROSION CONTROL MATERIALS. SUCH M MOLCH M ROLLED EROSION COMBO PRODUCTS. INCLUDING AREAS WHERE CONSTRUCTION HAS MEN SUSPENDED OR SECTIONS COMPLETED. A. ON ME CUT SEE OF ROADS, DITCHES SHALL BE STMLGED IMMEDIATELY WITH ROCK( RPAR P OR OTHER NON{RODBLE LINERS (E.G. REEF). OR WHERE APPROPRIATE, VEGETATIVE MEASURES SUCH AS SOO. B. FOR ACTIVE CONSTRUCTION AREAS SUCH AS BORROW OR STOCKPILE AREAS, ROADWAY IPROVFMENTS ANDAREAS WITHIN W FT.OF A BUILDING UNDER CONSTRUCTION, A DOWNSLOPE PERIMETER SEGMENT CONTROL SYSTEM CONSISTING, FOR EXAMPLE. OF SILT FENCNG, $HALL BE INSTALLED AND MAINTAINED TO CONTAIN SOL. EXPOSED DISTURBED AREAS ADJACENT TO A CONVEYANCE THAT PROVIDES RAPE OFFSITE DSCHMGE OF SEDMENT, SUCH AS A CUT SLOPE AT M ENTRANCE. SHALL RECOVERED WITH PLASTIC OR GEOTEXTLE TO PREVENTSOIL LOSS UNTIL ITCAN E STABLQED. STABILIZED CONSTRUCTION ENMMCES WEE BE MAINTAINED TO CONTROL VEHICLE TRACKING MATERIAL OFF SITE. C. TEMPoRARY SEDIMENT MAPPING DEVICES SHALL NOT M REMOVED UNTIL PERMANENT STABILIZATION S ESTABLMHEDN ALL CONTRBUTING DRAINAGE MICAS. SNLARLY, STMLGATION SMALL M ESTMLSIED PRIOR TO CONVERTING $FOMENT TRAPSBASNS NTO PERMANENT (POST-CONSTRMTDNI STOB.M1YAMR MMADEMENT PRACTICES. 0. STAB GATIONMEMURESSRALLBEAPPLEDTOEARTHENSTRUCTURESSMHASOMS,DNES,MDONERSDNS HIM DATELYAFTERINSTALLATION. E. ALL SLOPES STEEPER TAN 3:1 HEV), OR 33.3%. AS WELL M PERIMETER DIKES. MOMENT BASINS OR TAMS, AND EMBANKMENTS SHALL, UPON COMPLETION, BE IMMEDIATELY STMLGED WITH SOD. EROSION MATTING. WED -ANCHORED STRAW MULCH. OR OMER APPROVED STABLIZATION MEASURES. AREAS OUTSIDE OF THE PERIMETER SEDIMENT CONTROL SYSTEM SHALL NOT M DISTURBED, MULCHING AND MATTING REQUIREMENTS MULCH OUALITY APPLICATKNRATE DEPTHOF MATERIAL STANDARDS PER ACRE APPLICATION NOTES WOOD CHIPS FREE OF DBJECTDNABLE nB4W TONS T • T USED PRNARLY AROUND SMU"' AND OR SHAVINGS OR COARSE MATERIAL TREES. OR ALONG TRAILS. RESISTANT TO WIND SLOWING. DECOMPOSES SLOWLY. HAV ON STRAW AR O RED RREE GF 2 TONS - N% USE TACKFER, NETTING, MDIOR UNDESIRABLE SEEDS (4 TONS IN WNTER) COVERAGE TRACKING WHERE SUBJECT TO SLOWING. AND COMSE MATERIAL NOT SUITABLE FOR SLOPES. 3H:1V GRAVEL STORE, WASHED. SIZE 3T-1 TW 40&CY T USE MLOWRCOFLNESWITHOUTGUTTERS. OR 9LAG FOR SHORT SLOPES OR MOUND PLANTS ROLLED EROSION DOUBLE NET STRAW 10V%COVERAGE TO BE USED ON SLOPES._ WOV. PWB PER CONTROL PRODUCT BLANKET. NORTH "A"' ACMERSRECOMMENOATIONSMD (EROSION MATTING) AMERICAN GREEN S150 DETAILS ON OTHER SHEETS OR EQUAL. .4_ 1. SURFACE ROUGHENING G SHALL ES 1. SURFACE ROUGHENING SHALL BE USED VI REDUCE RUNOFF VELOCITY. THEREBY REDUCING ME POTENTIAL FOR EROSION. WELL AS PROVIDING NG SMAPPING OF SEDIMENT. T. SURFACE ROUGHENING SHALL BE USED: : ON ALL SLOPES WHERE CONSTRUCTION ACTIVITIES WILL BE SUSPENDED AND TEMPORARY STABILIZATION MEASURES WILL RE IMPLEMENTED. - PRIOR TO PLACEMENT OF SEED MO MULCH ON ALL FINAL SLOPES lH:1V OR STEEPER. 2. SURFACE ROUGHENING MAY BE ACCOMPLISHED BY TRACKING WITH EQUIPMENT, OR GROOVING WITH DISKS, TILLERS, SPRING HARROWS. OR THE TEEM OF A FRONT-END LOADER BUCKET. WHERE GROOVING IS USED. THEY SHOULD BE LESS THAN 3 INCHES DEEP AND NO MORE THAN 15 INCHES APART. 3. THE SURFACE ROUGHENING MUST ALWAYS BE DONE SUCH THAT ME HORIZONTAL GROOVES RUN ACROSS THE SLOPE AND ACT TO SLOW RUNOFF. 4. WHEN USING EROSION MATTING, AVOID EXCESSIVE SURFACE ROUGHENING, MATTING MUST E INSTALLED IN INTIMATE CONTACT WITH THE SOIL SURFACE TO M EFFECTIVE. 5. NEVER BACK BLADE OR SCRAPE THE FINAL SOIL SURFACE, THIS WILL RESULT IN A SMOOTH SURFACE, INCREASING RUNOFF VELOCITY. SLOPE GRADING NTS MSPEK. ION 6 MONITORING 17. THE CONTRACTOR WILL SIGN AS COPERMITTEE ON THE CONSTRUCTION GENERAL PERMIT AT TIE THE THE CONTRACT S AWARDED. THE CONTRACTOR WILL BE THE ONSITE PLAN COORDINATOR. 18. THE ONSITE COORDINATOR SHALL INSPECT, AND DOCUMENT N WRITING. THE STATUS OF CONSMUCTKN ON WE PROJECT SITE AND EROSION AND SEDIMENT CONTROL STRUCTURES AND MEASURES N PLACE AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS. PRIOR TO PREDICTED PRECIPITATION. AND M SOON AS POSSBLE. BUT W LATER THAW N HOURS AFTER PINY STORM EVENT WHICH GENERATES A DISCHARGE OF STORMWATER FROM ME CONSTRUCTION SITE. 19. DURING THE WINTER CONSTRUCTION PERIOD (OCT.15-APRL 15) DAILY NPECTIONS SHALL E PERFORMED M. DOCUMENTED. 20. NSPECTION FREW ENCY MAYBE REDUCED TO NOT LESS THAN ONE PER MONTH F THE MTWE SITE S MMPORARLY STML�V AND ALL CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED. NIFSECTIONS SHALL RESUME PRIOR TO RESUMNG CONSTRUCTION ACTNTIY N ACCORDANCE WITH TIE REOUREMENTS LISTED ABOVE. 21. IN ADVANCE OF A PREDICTED RMNFALL OR SNOWMELT EVENT, ALL MANAGEMENT PRACTICES APPROPRIATE TO CURRENTAREASOFDISTURBANCEMVSTMCHECKEDANDMPAFEDASWDES YMENSUREPROPEROPERATING CONDITION. F NECESSARY TO PREVENT SEDIMENT DISCHARGE FROM TIE CONSTRUCTION SITE TO WATERS OF ME STATE. THIS WILL INCLUDE THE TEMPORARY STMILGATION OF ALL DISTURBED SOILS ON THE SITE IN ADVANCE OF WE ANTICIPATED RUNOFF PERIOD. PERMIT NOTICE 22. A COPY OF TIRE DSCHMGE PERMR, THE AUTHORGATDN TO DISCHARGE. A MEF DESCRIPTION OF TIE PROJECT, MD WE LOCATION WHERE THE EROSION PREVENTION MD SEDIMENT CONTROL PLAN S AVAILABLE SHALL M POSTED AT A LOCATION ON THE PROJECT SITE THAT S VISIBLE TO ME PUBLIC. SPECIAL WINTER EPSC PLAN REQUIREMENTS F CCNSMUCTKN A"W"ES NVOLVHG EARN DSTURBMCE CONTNtE PAST OCTOBER 15, OR BEGIN BEFORE APRIL 15. MEN ME FOLLOWING PROVISIONS SHALL E IMPLEMENTED: 23. STABILQFD ACCESS POSES SHALL M ENLARGED M PROV FM $NOW STOCIPLNG WALE SELL MAMANNG EFFECTIVE MOMENT CONTROL. PACKED SNOW AND ICE MAY NEED TO BE REMOVED AD ADDITIONAL STONE PLACED TO MAINTAIN ME LOOSE STONE SURFACE AT STABILIZED CONSTRUCTION EXITS. 24. THE LIMrtS OF DISTURBANCE MAY NEED TO BE REPLACED M DRAWN N TO REFLECT TE BONDMY OF WINTER WORK. ME LIMITS OF DISTURBANCE SHALL BE DRAWN INTO EXCLUDE ALL AREAS TEMPORARILY STABILIZED FORME WIN ER. AND AREAS WHERE DSTURBMCE DURING THE WINTER S NOT PLANNED. 25. BASED UPON ME WNTER ACTrMES PROPOSED, THE MSITE PLAN CMMMTM SHALL DEVELOP A SNOW MANAGEMENT PLM TRAT SHALL NCLUDE AT A MNMUM A ADEQUATE SIZE fON SNOW STORAGE AREAS S. SNOW STORAGE MEAS LOCATED DOWN GRADENT OF AREAS OF PLANED DISTURBANCE C. CONTROL OF SNOWMELT RUNOFF D. PROHBI I ING STORAGE OF SNOW IN STORMWATER TREATMENT STRUCTURES. E. A MINIMUM 25 FOOT BUFFER BETWEEN PERIMETER CONTROLS (SUCH AS SILT FENCE) TO ALLOW FOR SNOW CLEARING AND MAINTENANCE. 26. IN AREAS OF DISTURBANCE WITHIN 1N FT OF A RECEIVING WATER, SILT FENCE SHALL BE REINFORCED OR REPLACED WITH PERIMETER ONES. STALES. OR OTHER PRACTICES W SSTANT TO WE FORCES O SHOW LOADS. 27. THE ONSITE PLAN CWROINATOR NSPECTLNS SHALL NCLUDE MAINTENANCE OF DRAINAGE STRUCTURES TO NSURE AT THEY ARE OPEN AND FREE OF SNOW MD ICE DAMS. 2B. SILT FENCE AND OTHER PRACTICES REQUIRING EARTH DISTURBANCE SHALL BE INSTALLED MEAD OF GROUND FREEZING. IF PRACTICES MUST BE "STALLED OR MAINTAINED AFTER GROUND FREEING, NO FROZEN LATERAL SMALL BE USED N THE CONSTRUCTION OF BERMS OR DIKES, OR INSTALLATION OL SILT FENCE. M WHERE MULCH S USED FOR TEMPORARY STABILIZATION, IT $HALL E APPLIED TWICE ME STANDARD RATE, OR A M WMUM OF /TONS PER ACRE. 30. WHEN MULCH MUSED FOR TEMPORARY STMLIZATKN, M NEEDED. ITSIVML BE ANCHORED TO PREVENTBLOWING AND REMOVAL BY WIND. ANCHORING MAY INCLUDE WAGGING WITH EQUIPMENT. APPLICATION OF A TACKFER. OR NETTING. 31. TO ENSURE COVER OF DSTURW SOIL IN ADVANCE OF A MELT EVENT. MFASOF DISTURBED SOL MUST BE STABILIZED AT THE END OF EACH DAY, WI1H TIRE FOLLOWING EXCEPTIONS: A F NO PRECPI TATDN WITHIN 24 HOURS S FORECASTED WORK WILL RESUME N THE SAME DISTURBED AREAWITHIN 24 HOURS, DAILY STABILIZATION S NOT NECESSARY. B. DISTURBED AREAS THAT COLLECT AND RETAIN RUNOFF. SUCH AS HOUSE FOUNDATIONS OR OPEN UTILITY TRENCHES- 32. SNOW ED.OR ICE SHALL M REMOVED TO A THICKNESS OF LESS n VR 1• (ONE NCH) PRIOR TO TEMPORARY STABLIZATKN. MIN _ PUBLIC - FENCE AROUND ENU PO�- AR _ RIGHT-(F-WAY SECURE IT BY wEAVNG A M B MIN MRKwcH THE FRaNrArD erne .. � MF21E5 • I a I'H(JFILE •... eAeE7Y FNa t / OR SU G (ROUND I_t/2• TO 2•- HFr - oR wecRADE A. p STONE M I / I TTNN_. STFLFBEGEPO$TSONo NVr1N STEEL FEHOE T'O'T61w5TALLEa 1a Fl ONC'EFPE0. NOTE: WHERE FENCES REQUIRED AROUND TREES TO BE PRESERVED, ME FENCE SHALL BE INSTALLED AS SHOWN ON ME RAN AND SHAL NOT BE ATTACHED TO THE TREE TRUNK. COMMUMON HARRM MVCE NTS 1. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING ME SL.WKET N A T DEEP X W WEE TENCH WITH MPROXNIATELY 12.OF BLANKET EXTENDED BEYOND THE UPSLOPE PORTION OF THE TRENCH. ANCHOR THE SIGNET WITH A ROW OF STAPLESSTAKES APPROXIMATELY 17 MART N ME BOTTOM OF THE TRENCH. BACKFLL AND COMPACT ME TRENCH AFTER STAPLING. FOOD REMAINING 1T PORTION OF BLANKET BACK OVER COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOL WITH A ROW OF 42• 18• KEEP C.B. RIM HIGHER THAN STAPLES9TAKES SPACED APPROXNAMLY IY APART ACROSS ME WS M OF THE BLANKET. B• MIN ADJACENT AND TO MAXIMIZE AP SEDIMENT M1ONARY E 2 ROLL BLANKET N DIRECTION OF WATER FLOW N BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH TEMP [SEDIMENT POOL THICKNESS r INFILTRATION APPROPRIATE SUE AGAINST ME 901E SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO 90L SURFACE BY FACNG STAPLESSTAKES N APPROPRIATE LOCATIONS M SHOWN ABOVE N ME STARE PATTERN WIDE. L 3. PLACE CONSECUTIVE BLANKETS END OVER END SHINGLE STYLE) WITH A 4-S• OV I.M. USE A DOUBLE 1 MIN 1 (- 1 6•LIIN ROW OF STAPLES STAGGERED 4- APART AND 4' ON CENTER TO SECURE BLANKETS. FULL LENGTH EDGE OF BLANKETS ALONG SEE SEOM$ MUST BE ANCHORED WITH A ROW OF LE STAPSASTEAP ES PROXIMATELY 12-APART N A 6• DEEP X 6• WOE TRENCH. BACKFLL AND COLPACT ME TRENCH AFTER STARING. THETER AFTER END OF ME BIMKETS MU9T BE ANCHORED WITHAROW OF STAPLESSTAKES ["7UCT1RE APPROXIMATELY 1F APART N AV DEEP X F WIDE TRENCH. BACKFLL AND COMPACT THE TRENCH AFTER STAPLING. SECTIONA-A 3/5• CI FE OR-F. STAFF OR CI STORM SEWER STRUCUTURE - WRAP GEOTEXTILE FABRIC iMIRAFI 14ON OR EQUAL) ROUND GRATE. INSPECT FABRIC AFTER EVERY STORM AND CLEAN OR REPLACE AS NECESSARY STONE FE - SEE SECTION VIEW FOR STONE REQUIREMENTS PLAN VIEW 1. INLET PROTECTION TO E PROVIDED AT ALL CATCHBASINS OR YARD INLETS. 2. THE STONE FILTER SHALL BE INSPECTED FOLLOWING EACH STORM. ACCUMULATED SEDIMENTS SHALL E REMOVED AND THE STONE REPLACED AS NECESSARY. 3. THE UMITS OF THE STONE AROUND THE INLET MAY BE MODIFIED BY ME ENGINEER DEPENDING ON THE TOPOGRAPHY DIRECTING RUNOFF TO THE CATCHBASIN. CATCH BASIN INLET PROTECTION NTS EROSION MATTING FOR CHANNELS NTS EROSION CONTROL SEED MIXTURE SPECIES VARIETY LBS PER ACRE LBS PER 1.W0 SF CREEPING RED FESCUE Ensylya 20 1/2 SMOOTH BROMEGRASS Sv tRlp/Ba)far 15 1/3 PERENNIAL RYEGRASS Pennllne 1D 1/4 BIRDSFOOT TREFOIL Viking 10 1/4 TOTAL 55 L a$Ssa ROADWAY 20-aA - 50' MIN -- *MTN OF 3 a PUBUC -- RIGHT-OF-WAY PLAN NOTES. 1. THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH AD007IONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/ON CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT TRACKED, SPILLED. ON WASHED ONTO PAYED STREETS SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. 2. ME USE OF CALCIUM CHLORIDE OR WATER MAY BE NECCESSARY TO CONTROL DUST DURING CONSTRUCTION, 3. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION EXIT AND PUBLIC RIGHT-OF-WAY. STABILIZED CONSTRUCTION EXIT NTB NO ES: 1. EROSION MATTING WILL E USED ON SLOPES STEEPER THAN 341V ON AS SHOWN ON ME PLANS 2. PREPARE SOIL BEFORE INSTALLING MATTING. INCLUDING MY NECESSARY APPLICATION OF LIME, FERTLGER. MD MED. $OIL SURFACE SHALL E GRADED SMOOTH WITHOTT ROOTS, $TOES OR OTHER PROTUSIONS THAT WLL PREVENT ME WM M FROM RANG APPLFD N FULL COrt WITH THE SOIL SURFACE. 3. BEGNATME TOPOFTHESLMEBYMCHONNGTHEMATTINGNA6•MEPXFWMMENCHWITH APPROXIMATELY Ir OF MATTING EXTENDED BEYOND THE UPSLORE PORTION OF ME TRENCH. MCHOR THE MATTING WITH A ROW OF STIPLESSTAKES APPROXIMATELY 12• APART N THE BOTTOM OF ME TRENCH. BACKFLL AND COMPACT ME TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOL AND FOLD REMAINING 12- PORTION M MATTING BACK OVER SEED AND COMPACTED SOIL. SECURE MATTNG OVER COMPACTED WL WTTH A ROW OF STAPL WTN(ES $PACED APPROXMATELY 1T PART ACROSS THE WIDTH OF ME MATTING. 4. ROLL ME MATTING (A) DOWN OR IS.) HORIZONTALLY ACROSS ME SLOPE. INSURE THAT THE APPROPRIATE S1DE OF ME MATTING IS AGAINST ME SOL SURFACE. ALL MATTING MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLEWTAKES N APPROPRATE LOCATIONS M SHOWN N THE MMUFACMRERS STARE PATTERN GUIDE FOR ME PARTICULAR PRODUCT MD APPLICATION. N LOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THANT MAY M NECESSARY TO PROPERLY SECURE ME MATTING. 5. THE EDGES OF PARALLEL MATTING MUST BE STAPLED WITH APPROXIMATELY 6. OVERLAP DEFENDING ON MATTING TYPE, 6. CONSECUTIVE MATTING SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE SAFE - WITH THE UPPER MATING PLACED OVER ME TOP OF THE LOWER NATTNG) WITH E APPROXIMATE iT OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12• APART ACROSS FNTRE MATTING WIDTH. 111- Three shall only be used for the purpose shown below: Q SIUCU WC ..pi Q Act 250 Revic, 0 Preliminary Q C..ar.1lon Final Local Review Q Record Drawing Z Lodge at Quarry Hill '27 "° Assisted Living Facility 5urvcy 250 QLLarry Hill Road South Burlington, VT'g" �E a YEp, a- DETAILS & SPECIFICATIONS L8'n 41 o EROSION CONTROL D L� Ne. at" * O Date NOV. 2009 �'aASTE�0 Z SC to ASSHOWN AL Lamoureux Dickinson shoot numb Consulting Engineers, Inc. 14 Morse Drive, Essex, VT 05452 S L NU2-8784450 www.LDcngnR cnng.com V T LANDSCAPE SPECIFICATIONS TREE, SHRUB, PERENNIAL AND VINE PLANTINGS 1. ALL PLANT MATERIALS SHALL CONFORM TO THE INTERNATIONAL SOCIETY OF ARBORICULTURE PRINCIPALS AND PRACTICES OF PLANTING TREES AND SHRUBS, AND THE MOST RECENT VERSION OF THE AMERICAN STANDARD FOR NURSERY STOCK - ANSI Z60.1. 2. ALL PLANT MATERIALS SHALL BE INSTALLED BETWEEN APRIL 15TH AND JUNE 30TH. NO PLANTING SHALL BE DONE WHEN THERE IS SNOW COVER, FROZEN GROUND OR UNSATISFACTORY WEATHER CONDITIONS. SOME PLANTINGS CAN OCCUR BETWEEN AUGUST 15TH AND SEPTEMBER 30TH WITH APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. IF SPECIAL CONDITIONS EXIST THAT WARRANT A VARIANCE FROM THESE PLANTING TIMES, A WRITTEN REQUEST SHALL BE SUBMITTED AND APPROVED BY THE LANDSCAPE ARCHITECT FIR TO PLANTING. ANY VARIANCE N THE PLANTING SEASON WILL NOT AFFECT THE GUARANTEE PERIOD. 3. ALL TREES, SHRUBS, PERENNIALS AND VINES SHALL BE PLANTED FOLLOWING COMPLETION OF THE SITE WORK AND PAVING. 4. CONTRACTOR SHALL STAKE ALL PLANT LOCATIONS AND THE LANDSCAPE ARCHITECT SHALL APPROVE PRIOR TO INSTALLATION. S. CONTRACTOR SHALL NOT BLOCK VEHICLE SIGHT DISTANCES DURING CONSTRUCTKX4. 6. ALL PLANTS SHALL HAVE A PRELIMINARY INSPECTION BY THE LANDSCAPE ARCHITECT AT THE TIME OF DELIVERY. PLANTS THAT HAVE DAMAGED OR CROOKED LEADERS. BARK ABRASIONS. SUN SCALD, INSECT DAMAGE, DISFIGURING KNOTS, OR CUTS OF LIMBS GREATER THAN 3/4' WILL BE REJECTED. PLANTS WITH EXCESSIVE SOL ON TOP OF THE ROOT FLARE AND/ OR MINIMAL ROOT BALL WILL BE REJECTED. 7. DECIDUOUS TREES SHALL HAVE A MINIMUM 60%LIVE CROWN RATIO AND EVERGREEN TREES SHALL HAVE A MINIMUM 90%LIVE CROWN RATIO, 8. ALL PLANTS THAT ARE TEMPORARILY STORED ON SITE UNTIL READY FOR INSTALLATION SHALL BE PROTECTED FROM THE SUN AND DRYING WINDS. ALL PLANT ROOT BALLS SMALL BE KEPT SHADED AND PROTECTED WITH SOIL, SHREDDED HARDWOOD MULCH OR OTHER ACCEPTABLE MATERIAL, AND REGULARLY WATERED, 9. PRIOR TO INSTALLATION OF LANDSCAPE PLANTINGS. CONTRACTOR SHALL DETERMINE WHERE EXISTING UNDERGROUND UTILITIES ARE LOCATED TO AVOID INTERFERENCE. 10. STREET TREESTO ARRIVE FROM NURSERY WITH A MINIMUM 6 FEET BETWEEN THE FINISH GRADE AND THE FIRST TREE BRANCH. it. DO NOT PRUNE TREES OR SHRUBS EXCEPT FOR DEAD OR CRUSHED ROOTS AND DEAD OR INJURED BRANCHES. 12. EACH TREE. SHRUB. PERENNIAL AND VINE MUST BE PLANTED SUCH THAT THE ROOT FLARE AND MAN ORDER ROOTS ARE VISIBLE AT THE TOP OF THE ROOT BALL. WHERE THE MAN ORDER ROOTS ARE NOT VISIBLE, EXCESS SOIL SHALL BE REMOVED TO LOCATE THEM. PLANT TREES, SHRUBS, PERENNIALS AND VINES SO THAT THE MAIN ORDER ROOTS ARE AT FINISHED GRADE. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL OR MULCH. 13. EXAMINE ENTIRE TREE, SHRUB PERENNIAL AND VINE AND REMOVE ALL NURSERY TAGS. TREE WRAP, ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. 14. FOR ALL TREES AND SHRUBS: CUT AND REMOVE WIRE MESH BASKET. CUT AND REMOVE ROPE AND BURLAP WRAP FROM TOP W3 OF ROOTBALL AFTER PLACEMENT N PLANTING PIT. LOOSEN REMAINING BURLAP TO ALLOW FOR ROOT DEVELOPMENT. IF THE TREE OR SHRUB HAS SYNTHETIC OR TREATED BURLAP, REMOVE IT ENTIRELY AFTER PLACING ROOT BALL N PLANTING PIT. 15. BREAK APART EDGE OF EXCAVATION WITH SHOVEL AND BLEND LANDSCAPE RANTING MIX WITH EXISTING SOIL TO PROVIDE SOIL TRANSITION. 18. TREE PIT AREA SHALL HAVE A MINIMUM 38' DEPTH OF LANDSCAPE PLANTING MIX. SHRUB PLANTING PIT SHALL HAVE A 24' MNIMUM DEPTH. PERENNIAL AND VINE PLANTING PITS SHALL HAVE AN 18' MINIMUM LANDSCAPE PLANTING MIX DEPTH. ALL PLANTING PIT AREAS SHALL HAVE THE LANDSCAPE PLANTING MIX SPECIFIED BELOW. 17. LANDSCAPE PLANTING MIX SHALL CONSIST OF THE FOLLOWING RATIO: 2/3 PARTS TOPSOIL, 1/3 PART COMPOST. LANDSCAPE PLANTING MIX TO BE TESTED AND APPROVED FOR QUALITY BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. LANDSCAPE PLANTING MIX SHALL BE INSTALLED IN ALL PLANTING PIT AREAS PRIOR TO PLANT INSTALLATION. 18. STAKING SHALL BE REQUIRED ONLY N SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONS AS DETERMINED BY THE LANDSCAPE ARCHITECT. STAKES SHALL BE REMOVED BY THE CONTRACTOR AT THE END OF THE WARRANTY PERIOD. 1S. AFTER PLANTS HAVE BEEN INSTALLED, FERTILIZER AND MYCORRHIZAL FUNGI SHALL BE APPLIED. MYCORRHIZAL FUNGI SHALL BE APPLIED ACCORDING TO MANUFACTURERS SPECIFICATIONS. FERTILIZER SHALL BE A SLOW RELEASE VARIETY, CULTIVATED INTO THE TOP 2INCHES OF THE PLANTING PIT BED WITHIN 5 DAYS AFTER PLANTING. FERTILIZER RATES SHALL BE APPLIED BASED ON A SOIL TEST. THE FOLLOWING RATES SHALL BE APPROXIMATELY AS FOLLOWS: TREES: 32 OZ/INCH OF CALIPER, SHRUBS AND EVERGREENS: 4 OZIFOOT OF HEIGHT OR SPREAD. ALL FERTLIZER AND MYCORRHIZAL FUNGI SHALL MEET VTRANS SPECIFICATIONS 11856 AND 0755 AND BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 20. ONCE ALL LANDSCAPE PLANTINGS HAVE BEEN INSTALLED, PLACE A LIGHT LAYER OF SHREDDED HARDWOOD MULCH A MAXIMUM OF 2' THICK ON PLANTING BEDS. NO DYED MULCH WILL BE ACCEPTED. 21. WATER ALL TREES, SHRUBS, PERENNIALS AND VINES THOROUGHLY ONCE PLANTED TO PULL SOIL AGAINST ROOT BALL AND SETTLE AIR POCKETS. ADDITIONAL SOIL MAY BE NEEDED; WATER AGAIN TO ENSURE COMPLETE COMPACTION. RESET SETTLED PLANTS TO PROPER GRADE AND POSITION. RESTORE ADJACENT MATERIAL AND REMOVE DEAD MATERIAL. THERE SHALL BE NO BERM INSTALLED AROUND PLANTS. 22. THE MINIMUM WATERING INTERVAL DURING THE WARRANTY PERIOD SMALL BE TWICE WEEKLY. TREES SHALL RECEIVE A MINIMUM OF 10 GALLONS AT EACH WATERING, SHRUBS A MINIMUM OF 5 GALLONS, AND PERENNIALS AND VINES A MINIMUM OF 3 GALLONS. 23. CORRECT WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND WEATHER PERMITS. 24. ALL LANDSCAPE PLANTS SHALL BE GUARANTEED FORA PERIOD OF TWO YEARS AFTER PLANTING, CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE PLANTINGS AND SMALL INCLUDE PRUNING, CULTIVATING, WEEDING, WATERING, AND APPLICATION OF APPROPRIATE INSECTICIDES AND FUNGICIDES NECESSARY TO MAINTAIN PLANTS FREE OF INSECTS AND DISEASE UNTIL FINAL ACCEPTANCE. 1 TREE PIT URBAN STREET TREE DETAIL Nrs y AS SHOWN ON THE GIANSM SHRUB PLANTING DETAIL M8 PLUMB TREE TRUNK PLACE ROOT BALL ON TAMPED LANDSCAPE BACKFILL MIX OR UNDISTURBED SOIL 2' THICK SHREDDED HARDWOOD MULCH A MINIMUM OF 3' FROM TREE TRUNK LANDSCAPE PLANTN LANDSCAPE PLANTING MIX UNDISTURBED SOIL UNDISTURBED SOIL III IILLL IIIIII III L-II -�-11 L_llID� I NIT PLANTING ISLANDS CONSISTING OF TREES AND SHRUBS IN THE PARKING LOT AND - DRIVEWAY ENTRANCE SURROUNDING THE PORTE COCHERE SMALL HAVE CONTINUOUS PLANTING PITS WITH A MINIMUM W DEPTH OF LANDSCAPE PLANTING MIX. 2' THICK SHREDDED HARDWOOD MULCH A MINIMUM OF 2- FROM STEM LANDSCAPE PLANTING MIX UNDISTURBED SOIL - BREAK APART EDGE OF EXCAVATION WITH SHOVEL AND BLEND LANDSCAPE PLANTING MIX WITH EXISTING SOW TO PROVIDE SOL TRANSITION PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL PERENNIAL, TYPICAL SPACING VARIES T THICK MULCH A MNNUM OF �TFROM STEMS LANDSCAPE RANTING MIX PERENNIAL RANTING PR -SEE PLAN FOR LOCATIONS O-fjj-III- 1-L LI I''f 11-TJ"LTI-TI UNOISRIRBED SOIL OR -ll- I It-rtI Alm-11 t-r Tr� COMPACTED SUBGRADE - VINE AND PERENNIAL PLANTING DETAIL URBAN STREET TREE IN CURBED PLANTING ISLAND NTS TURF ESTABLISHMENT ALL DISTURBED AREAS THAT DO NOT HAVE AN IMPERVIOUS SURFACE SHALL BE STABILIZED WITH SEEDING AND MULCHING PRIOR TO OCTOBER 1. ANY WORK PERFORMED AFTER SEPTEMBER 150E EACH YEAR SHALL BE STABILIZED WITH MULCH OR NETTING SUFFICIENT TO PREVENT EROSION AND SHALL BE IMMEDIATELY SEEDED AND REMULCHED AS SOON AS WEATHER PERMITS N THE SPRING, PLACEMENT OF TOPSOIL, AND THE APPLICATION OF SEED, FERTILIZER, LIME (WHERE APPLICABLE), AND MULCH SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1. A MINIMUM OF 4' OF APPROVED TOPSOIL SHALL BE PLACED N ALLA2EAS. PLACEMENT OF TOPSOIL SHALL NOT BE DONE WHEN THE GROUND OR TOPSOIL IS FROZEN. EXCESSIVELY WET, OR OTHERWISE IN A CONDITION DETRIMENTAL TO THE WORK. FOLLOWING PLACEMENT OF TOPSOIL, THE SURFACE SMALL BE RAKED. ALL STONES, LUMPS, ROOTS, OR OTHER OBJECT NONAL MATERIAL SHAM BE REMOVED. 2. SEED MIXTURES SHALL CONFORM TO THE SEED MIX TABLES SHOWN ON THIS SHEET AND BE SPREAD UNIFORMLY IN ALL AREAS INDICATED ON THE PLANS AT THE SPECIFIED RATE. FOR SEEDING BETWEEN SEPTEMBER 1 AND OCTOBER 1, WINTER RYE SHALL BE OVERSEEDED AT AN APPLICATION RATE OF 120 POUNDS PER ACRE. 3. FERTILIZER SHALL CONFORM TO THE STANDARDS OF THE ASSOCIATION OF OFFICIAL AGRICULTURAL CHEMISTS AND BE APPLIED BASED UPON SOB DEFICIENCIES. LINE SHALL ONLY BE APPLIED AS NEEDED BASED UPON A SOIL PH TEST. 4. WITHIN 24 HOURS Of APPLICATION OF SEED, FERTILIZER AND LIME, THE SURFACE SHALL BE MULCHED WITH A HAY MULCH. MULCH SHALL BE SPREAD UNIFORMLY OVER THE AREA AT MINIMUM RATE OF 2 TONS PER ACRE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A FULL GROWTH OF GRASS IN ALL DISTURBED AREAS TO BE RE -VEGETATED, VEGETATION GROWTH SHALL BE PERMANENT AND SUFFICIENT TO PREVENT EROSION OF THE UNDERLYING SOL UNDER ALL CONDITIONS OF PRECIPITATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND CARING FOR SEEDED, MULCHED, AND AREAS OF ESTABLISHED VEGETATION UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER. EROSION CONTROL SEED MIXTURE SPECIES VAPoETv U.S PER ACRE LEIS PER 1,000 SF CREEPING RED FESCUE E°ayly° 20 1/2 SMOOTH BROMEIRASS S°T°loga/Bay1Pr 15 1/3 PERENNIAL RYEGRASS P-fira 10 1/4 BIROSFOOT TREFOIL Mkinp 10 1/4 TOTAL 55 1-1/3 '1E Or V 6A`g�y y, DIr� 'Wj NB TREE TRUNK :E ROOT BALL ON TAMPED LANDSCAPE 11TING MIX OR UNDISTURBED SOIL TICK SHREDDED DWOOD MULCH AMINIMUM ' FROM TREE TRUNK CRETE CURB MINOUS CONCRETE PAVEMENT URBAN MICE GRASS SEED IUBS' LIVE SEED %BY WEIGHT PER ACRE TYPE OF SEED 371 45 CREEPING RED FESCUE 31M 37S KENTUCKY BLUEGRASS WINTER HARDY. FERENNVL 3125 37.5 RYE 1w IMMLIMESEEDPERACRE 4/16/10 REV. NOTE$ & DETAILS PER CITY COMMENTS GHK REV. NOTES & DETAILS RD Date'. Date Revision By These plans shall only be used for the purpose shown below: (] SkelchlConcepl 0 Ac1250 Review Preliminary 0 Cunalruclinn Final Local Review I] R-rd hawing Lodge at Quarry Hill Assisted Living Facility E~2 250 Quarry Hill Road South Burlington, VT DETAILS & SPECIFICATIONS LANDSCAPING Lamoureux & Dickinson Consulting F;ns, Inc. 14 Morse Drive, Esselx, , VT Yf 05452 %U2-87A�N450 www.LUcngin«ling.com L&D cl .< RD Scale NTS 6 of 6 4r- j : ill E ■map -- y,Ai I A ilRR 4 ME 0 IF 0 so MEN on sell as ONE on WE m a 0 ME No A MEN ME soon ME MEN III R, ME W a 0 on M 0 No ■ III ■ OEM No soon M ME YK, :N,mm so mass 111 00 vim a 0 ■ M No No somm a M ■ III ■ M 0 on Niel 0 SEEK so Mass or■FT 0110; WINK Tim p< - !]IN ■ Hill WE C, #Y Am Quarry Hill Club South Burlington, Vermont Elevation impact Study Date: February 2, 2010 Kill lie, OWN,, fill Z 245 South Park Drive I Suite One I Colchester, VT 05446 1 P: 802.655.5020 1 F: 802.655.6567 1 wiemonnlomphere.com 50YEARS Langrock Sperry & Wool, LLP OF SERVICE A T T O RNEYS AT L A W Peter F. Langrock Mark L. Sperry Michael W. Wool September 30, 2010 Ellen Mercer Fallon James W. Swift William B. Miller, Jr. Emily J. Joselson Christopher L. Davis Thomas Z. Carlson Susan n4. Murray Lisa B. Shelkrot Alison J. Bell Eric M. Knudsen Mitchell L. Pearl David W. M. Conard Kevin E. Brown Sarah Gentry Tischler Frank H. "Fritz" Langrock Wanda I. Otero Erin Miller Heins Beth Robinson F. Rendol Barlow Hobart F. Popick Devin McLaughlin Benjamin L. Wilson RECEIVE® John Dinklage, Chair OCT 0 1 2010 Development Review Board City of South Burlington City of So. Burlington 575 Dorset Street South Burlington, VT 05403 Re: Bullrock Corporation, 250 Quarry Hill Road, Final Plat Application #SD-10-07 Dear John: This office represents Bullrock Corporation. On April 20, 2010, the Development Review Board issued Findings of Fact and Decision with respect to Final Plat Application #SD-10-07 approving development of a 100 unit assisted living facility at 250 Quarry Hill Road. Condition number 11 of the Decision required Bullrock Corporation to obtain a zoning permit within six months (i.e. October 20, 2010). Please accept this request on behalf of Bullrock Corporation to amend this condition to extend the date for obtaining a zoning permit for a year, that is until October 20, 2011. This request is made pursuant to Section 17.04 of the Land Development Regulations, which provides that the DRB may grant such an extension if requested before the approval has expired and the DRB "determines that conditions are essentially unchanged from the time of the original approval." In this case, no change has occurred with respect to the project site since the date of the original approval. As you would expect, a commercial project of this size requires a great deal of planning, legwork and other permitting prior to proceeding to actual construction. In Bullrock Corporation's opinion, a year's extension is necessary to complete this pre -construction work. Accordingly, Bullrock Corporation respectfully requests that the Development Review Board extend the date for obtaining a zoning permit until October 11, 2010. I would be happy to respond to any questions that the Board may have with respect to this request. Very truly yours, Eric M. Knudsen eknudsen@langrock.com EMK:sll cc: Ray Belair (via electronic mail) Gregg Beldock (via electronic mail) Andrew Thomas (via electronic mail) 529106.1 REPLY TO: Burlington Office - WEBSITE: www.langrock.com - EMAIL: attorneys@langrock.com MIDDLEBURY: 111 S. Pleasant Street, P.O. Drawer 351, Middlebury, VT 05753-0351 - (802) 388.6356 - Fax: (802) 388-6149 BURLINGTON: 210 College Street, P.O. Box 721, Burlington, VT 05402.0721 - (802) 864.0217 - Fax: (802) 864-0137 A Limited Liability Partnership Including a Professional Corporation r IDLAMOUREUX & DICKINSON Consulting Engineers, Inc. 14 Morse Drive Essex Junction, VT 05452 • Engineers • Planners TeL (802)878-4450 Fax (802)878-3135 rti_gLl�enfrCne�lnt�(- n1 • Surveyors • Landscape Architecture • Wetland & Soil Scientists ❑ Mail ❑ Fax Phone #: # of Pages: =1 ❑ Hand Carried ❑ Pick-up 11 ❑ Courier Service TO: Ray Belair City of South Burlington Planning Et Zoning 575 Dorset Street South Burlington, VT 05403 FROM: Roger Dickinson DATE: September 27, 2010 PROJECT NAME: Lodge at Quarry Hill PROJECT #: 09027 COPIES DATE SHEET DESCRIPTION Prints 4-09--10R 1 Site Plan - Grading Et Utilities Shop Drawings )1 vt r,� Q H C L� f CD W 8 l 0 164 1 %a1 � T I L Cr Plans Copy of Letters Change Order Specifications Disk Comments Enclosed are both full size (24 x 36) and half size (18 x 24) paper prints of Sheet 1. Please review and let us know if okay, and we'll deliver the mylar for signing and recording. Thanks. X For your review For your use For approval As requested F.Y.I. For execution Signature: COPY TO: Andy Th mas ❑ Front Office Copy revised February 17, 2010 0 Project File Copy PAEmployeeFolders\ROGER\transmittal.wpd LLEWELLYN - HOWLEY I N C O R P O R A T E D TRANSMITTAL LETTER Date: August 5, 2010 To: Mr. Ray Belair City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Quarry Hill Subdivision File: 2005105 Message: We wish to relocate one of the Bike Racks from the north end of Bldg "N" to a position inside the garage. The other Bike Racks remain as approved. Assuming the DRB must approve this change, please add this to our current "clean up" application. We have attached 5 full sized copies and one 11x17 copy for your use. Thanks. Sincerely, LLEWELLYN-HOWLEY Skip McClellan slm@lhinc.net 20 Kimball Avenue Suite 202N South Burlington Vermont 05403 Tel: 802 658 2100 Fax: 802 658 2882 Web: www.lhinc.net Engineering - Land Development — Permitting IDLAMOUREUX & LCKINSON ( Tel. (802)878-4450 Consulting Engineers, ineers, Inc. Fax (802)878-3135 14 Morse Drive Essex Junction, VT 05452 ro;er6a-)LDengineerinz coin • Engineers • Planners • Surveyors • Landscape Architecture • Wetland & Soil Scientists TRANSMITTAL 11 ❑ Mail 11 ❑ Fax Phone #: # of Paees: 11 W Hand Carried 11 ❑ Pick-up 11 ❑ Courier Service 11 TO: A) LA )10, CITY o- SOLcMj v�ri5 �d'PS SLAWU"\CWrJ ` r"c_ FROM: 7� c� ��1=12 `%/i r- KJ I\A 0 r\) DATE: PROJECT NAME: Q H C PROJECT #: COPIES DATE SHEET DESCRIPTION Prints /�,/� ffiyLap, �7 Shop Drawings Plans r1-30-10 C ►J GGK 41 r, O() r'2ELOY0,J) N - Copy or Letters Change Order Specifications Disk Comments: For your review For your use For comment As requested F.Y.I. n/ Y , For execution Signature: COPY TO: AN %)J ,-W A f ❑ Front Office Copy revised May 18. 2003 ❑ Project File Copy PA01d0Drive\RGGBRUranstTitta1.wpd DEVELOPMENT REVIEW BOARD 20 APRIL 2010 The South Burlington Development Review Board held a regular meeting on Tuesday, 20 April 2010, at 7:30 p.m., in the Conference Room, City Hall, 575 Dorset St. Members Present: J. Dinklage, Chair; M. Behr, E. Knudsen, G. Quimby, R. Farley, B. Stuono Also Present: R. Belair, Administrative Officer; C. LaRose, Associate Planner; P. Conner, Director of Planning & Zoning; A. Thomas, G. Henderson -King, D. Moses, E. & J. Goldberg, G. Moody, M. Young, K. Nolin, L. Hodgetts, S. Dooley, E. Farrell, R. Deslauriers, Sr. & Jr., S. McIntyre, D. Young, D. Burke, P. Brogna 1. Other Business & Announcements: Mr. Belair noted there has been a request for reconsideration of a decision made last week. This will be heard following Item # 10 on the Agenda. Mr. Stuono suggested there be DRB alternates who can sit in when Board members are not present. Members agreed to discuss this after the above item. 2. Minutes of 6 April 2010: The Minutes of 6 April were not available. 3. Continued Final Plat Application #SD-10-07 of Bullrock Corporation to amend a previously approved planned unit development consisting of five multi -family dwellings for a total of 160 units and a 40-unit congregate housing facility. The amendment consists of constructing a 100-unit assisted living facility, 250 Quarry Hill Road: Mr. Knudsen recused himself during this application due to a potential conflict of interest. Mr. Thomas noted that the applicant has expanded the landscaping budget and is no longer asking for a waiver. Trees were added on the northern side. Mr. Belair said the Arborist has no concerns. Ms. Henderson -King showed the plan of where plantings will be. All plantings on the islands in the parking area will be trees and shrubs instead of perennials. There will be shade and flowering trees along the northern and eastern property line. These plantings will be very dense. A few species were changed at the request of the Arborist. Ms. Dooley asked how tall plants on the west side will be. Ms. Henderson -King said evergreens will be 20-30 feet tall and deciduous trees will get to be more than 40 feet tall. Ms. Dooley expressed concern with their potential to block the view. Mr. Thomas said these are the same species that were discussed when they met. Ms. Henderson -King said the plants will go in at 15 feet high. Mr. Belair noted there is a requirement for one deciduous tree for every 5 parking spaces around the perimeter of a parking lot. Mr. Dinklage added that 6 months of the year they DEVELOPMENT REVIEW BOARD 20 APRIL 2010 PAGE 2 won't have leaves. Ms. Henderson -King also noted there will be 5 to 15 feet between trees. No other issues were raised. Ms. Quimby moved to approve Final Plat Application #SD-10-07 of Bullrock Corporation subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. Mr. Knudsen rejoined the Board. 4. Final Plat Application #SD-10-11 of F&M Development Co., LLC, to amend a previously approved subdivision plat for a 15-lot subdivision. The amendment consists of correcting a drafting error by removing the phrase "existing property line to be extinguished," Farrell Street: Mr. Farrell showed the line and said it will not be extinguished. Mr. Belair said staff has no issues. Ms. Quimby moved to approve Final Plat Application #SD-10-11 of F&M Development Co., LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 5. Miscellaneous Application #MS-10-03 of Kyle Nolin to allow an exception to the front setback for the conversion of a porch to 119 sq. ft. of additional living space for a two- family dwelling, 17 & 17-1.2 White Place: Mr. Nolin said they want to convert a porch to living space and make a studio apartment into a one -bedroom apartment. The porch doesn't extend beyond the rest of the building, and there is no encroachment into the setback. Staff had no issues with the application. Ms. Quimby moved to approve Miscellaneous Application #MS-10-03 of Kyle Nolin subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 6. Conditional Use Application #CU-10-04 of NYNEX Mobile, L.P. to replace six cellular antennas currently mounted on a platform attached to a telecommunications tower and to install three 700 MHz antennas on the same platform, 30 Joy Drive: and 7. Site Plan Application #SP-10-21 of NYNEX Mobile, L.P. to amend a previously approved plan for a television studio with a telecommunications tower. The amendment consists of: 1) replacing six cellular antennas currently mounted on a platform attached to a telecommunications tower, and 2) installing three 700 MHz antennas on the same platforms, 30 Joy Drive: 0r �� WIN 110 southburlington PLANNING & ZONING April 21, 2010 Andy Thomas and Doug Moses 2517 Shelburne Road, Suite 1 Shelburne, VT 05482 Re: 250 Quarry Hill Road Final Plat Dear Mr. Thomas and Mr. Moses: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on April 20, 2010 (effective 4/20/2010). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records (in mylar format) within 180 days (must be submitted to Ray Belair for recording along with an $13 recording fee per mylar by October 15, 2010) or this approval is null and -void. If you have any questions, please contact me. Sincerely, //A4 449�__ Jana Beagley Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7009 0820 0002 2430 2825 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com t6 Interested Persons Record and Service List S01 thl'to llin ton. `!EA?.a ONT Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five work" ays. 24 V.S.A. § 4471(c). HEARING DATE: k k10 PLEASE PRINT CLEARLY! NAME MAILING ADDRESS PROJECT OF INTEREST Z s o .5 k 4C- Vtcj� hns� PC, Lv� tI ��,•�:�•�-`.,._vim � � ., � �t�c�e� IC /. N)o o b j jr 0___z 0 0-a (J C 2 2 5 31 /3v(t'., i/ i L i iLS th s4VA W LYp�j� -111T- 3�f itr�a►�, : iQ ! o it(1110eX aIoAtq �6 ! (JI"`-- A i c V . 1 ° \)- -k (>=V -1 0 -W ) SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 www.southburlingtonvt.govoffice2.com April 16, 2009 Lamoureux & Dickinson Consulting Engineers 14 Morse Drive Essex Jct. VT 05452 RE: Lodge at Quarry Hill Assisted Living Facility Dear Sirs: The South Burlington Water Department has reviewed the water infrastructure design for the above referenced project as shown on the Final Local Review plans last revised April 9, 2010. Please find my comments below. 1. The Application for Water Allocation previously provided must be completed and returned to the South Burlington Water Department as soon as possible. As this project continues, the Application for Water Allocation will need final approval from this Department, which will be contingent upon available water storage capabilities within the City. 2. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 3. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the `Backflow Ordinance." Please contact this department for more information on the installation and proper setting of backflow prevention devices. 4. The above referenced CWD Specifications state that no water lines shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The appropriate CWD Supervisor may restrict work before November 15 and after April 1 during adverse weather conditions. 5. Eight -inch and larger Ductile Iron (DI) water pipe shall have no less than three (3) brass wedges installed at each joint. Bury depth to the new water lines shall be six feet (6') to the top of the pipe. DI water pipe shall be Class 52, cement lined. Soil corrosiveness testing is required for this DI water main installation or the pipe shall be poly wrapped. 6. The new hydrant on the west side of the building shall be installed according to the CWD Specifications. If the new water main will not have an anchor tee. installed for the hydrant when it is constructed then a tapping sleeve and valve must be installed. 7. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or approved equal. 8. No parallel underground utility shall be designed or installed within four feet (4') of the water main from either side, or above the water main from the bottom of the main to finish grade. The exceptions of storm sewer and sanitary sewer are only as allowed by the CWD Specifications and the VT Water Supply Rule. No building or structure shall be built above the water line or within the water line easement. Generally storm sewer and sanitary sewer will be designed to be installed with a five-foot (5') separation unless provisions have been included to allow for proper support of either the storm water or sewer structures or water lines in the event of a needed excavation of the water main. The gas line, telephone line, and electric service are not shown on these plans. No utility shall be placed within five feet of any gate valve or ten feet of any fire hydrant. Generally, trees and shrubs shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 9. Insulation shall be installed between all proposed water lines crossing storm water lines. 10. The SBWD shall be notified in advance to inspect all mechanical joint fittings, main line taps, appurtenances, thrust blocks, water line crossings, and testing prior to occurrence or backfilling. 11. Further review changes may be required as this project proceeds through the permit process. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann LaRose Doug Brent Plan Reviews: Lodge at Quarry Hill 4-10 Cathyann LaRose To: Justin Rabidoux Subject: RE: Bullrock Corp.@ Quarry Hill Road From: Justin Rabidoux Sent: Wednesday, April 14, 2010 11:36 AM To: Cathyann LaRose Subject: FW: Bullrock Corp.@ Quarry Hill Road Cathy, I have reviewed the referenced revised plans and find them in conformance with my review comments. Thank you. From: ray Sent: Tuesday, April 13, 2010 3:16 PM To: Justin Rabidoux Subject: Bullrock Corp.@ Quarry Hill Road Hi Justin, Bullrock has revised their plans per your comments. Please stop tomorrow to take a look. Thanks. Ray Belair Administrative Officer �14110 City of South Burlington 575 Dorset Street South Burlington, VT 05403 Ph: 802.846.4106 Fax: 802.846.4101 rbelairC1)sburl.com www.sburl.com 4/15/2010 (t The Lodge At Quarry Hill Assisted Living Facility — South Burlington, Vermont April 15, 2010 Internal and Perimeter Landscapint_y Calculations Sixty (60) space parking lot in front of building 10% of the parking area shall be curbed landscaped island to meet Section 13.06(13) of the Land Development Regulations: Curbed landscaped island with trees and shrubs provided on Site Plan: Landscape Requirements 1 deciduous shade tree shall be provided for every 5 parking spaces: Deciduous shade trees provided on the interior And perimeter of the parking area shown on the Site Plan: P:\2009\09027\Landscape\Landscape Requirements Calcs.Lodge at Quarry Hill.4.10.doc LI] 18,890 square feet of pavement 1,898 square feet 2,075 square feet 60 parking spaces / 5 = 12 trees 13 trees Lamoureux & Dickinson 14 Morse Drive Consulting Engineers, Inc. Essex, VT 05452 April 16, 2010 Mr. Ray Belair, Zoning Administrator City of South Burlington Planning and Zoning Department 575 Dorset Street South Burlington, Vermont 05403 Tel (802) 878-4450 Fax (802) 878-3135 www.LDengineering.com RE: Bullrock Corporation - The Lodge at Quarry Hill Planned Unit Development Final Plat Application #SD-1 0-07: Revised Landscape Plan and Details Dear Ray, On behalf of Bullrock Corporation, we are submitting revised Landscape & Lighting Plan and details for The Lodge at Quarry Hill Planned Unit Development Final Plan Application. This submittal addresses the City Arborist comments dated April 16, 2010. As a result of the landscape planting revisions, the Landscape Estimate of Probable Costs was updated. Enclosed please find 4 full size copies and one 11 " x 17" reduced copy of the following plan sheets and information: 1. Sheets 2 and 6; 2. Letter addressing the City Arborists' comments; and the 3. Updated Landscape Estimate of Probable Costs. Please contact me if you need additional information or have further questions. Sincerely, Gail Henderson -King, RLA, ASLA Attachments C: Craig Lambert, City Arborist Andrew Thomas P:\2009\09027\RBelair.RevisedLandscapePlans.4.1 O.doc Civil Septic Design Transportation Wetlands Landscape Architecture Land Surveying Landscape Review — City Arborist 3/29/10 Lodge at Quarry Hill Lamoureux and Dickinson's Responses April 16, 2010 Lamoureux & Dickinson's comments are highlighted in red addressing the City Arborist's comments. The plans look good, my only suggestion is that parking lot islands be constructed with continuous planting pits utilizing the landscape planting mix to a depth of 36 inches We have added a note onto the planting detail noting that the parking lot islands shall be constructed with continuous planting pits using landscape planting mix to a 36" depth. See Sheet 6: Details & Specifications Landscaping. 4/16/10 • Need Planting Details for trees and shrubs(may be in sheets I don't have) Sheet 6: Details & Specifications Landscaping is attached showing the planting details and landscape specifications. • Parking lot islands — where trees are being planted, entire island should be filled with planting mix specified for backfilling of individual trees to maximize soil volume to support tree growth As noted above, this has been noted on Sheet 6: Details & Specifications Landscaping. • If a consistent size is desired, a cultivar of Freeman Maple should be specified We have specified the cultivar `Autumn Blaze' for the Freeman Maple. • May want to reconsider use of Kentucky Coffee Tree. While I like the tree I've found the general public isn't fond of it We have replaced the Kentucky Coffeetree with Accolade Elm — Ulmus x 'Accolade'. • River Birch -Need to clarify whether trees are being purchased as clumps or as individual trees planted in groups of 3 to form a clump(significant cost difference) The Betula nigra - River Birch will be a single stem tree. This has been changed on Sheet 2: Landscape & Lighting Plan. • Amelanchier canadensis- Same comment as for River Birch The Amelanchier canadensis — Serviceberry will be a single stem tree. This has been changed on Sheet 2: Landscape & Lighting Plan. P:\2009\09027\Landscape\CLampert Comments.LDResponses.Quarry Hill Lodge.4. l0.doc The Lodge at Quarry Hill Landscape Estimate of Probable Cost Prepared by Gail Henderson -King, ASLA, Landscape Architect April 16, 2010 Item Size Unit Cost* Quantity Subtotal Trees Acerx freemanii'Autumn Blaze' Freeman Maple 2 1/2" to 3" Cal. $750 11 $8,250 Amelanchier canadensis Serviceberry 1 1/2" - 2" Cal $550 15 $8,250 Amelanchierx grandiflora Apple Serviceberry 1 1/2" - 2" Cal $550 16 $8,800 Amelanchierlaevis Allegheny Serviceberry 1 1/2" - 2" Cal $550 14 $7,700 Betula nigra 'Heritage' Heritage River Birch 1 1/2" - 2" Cal $550 33 $18,150 Ginkgo biloba 'Autumn Gold' Autumn Gold Ginkgo 2 1/2" to 3" Cal $750 15 $11,250 Pinus nigra Austrian Pine 6' to 7' Height $500 14 $7,000 Thuja occidentalis Arborvitae 6' to 7' Height $300 15 $4,500 Ulmus x 'Accolade' Accolade Elm 2 1/2" to 3" Cal 1 $750 13 $9,750 Shrubs Aronia arbutifolia 'Brilliantissima' Brilliant Chokecherry 24" to 30" Height $90 31 $2,790 Cornus sericea Red Twig Dogwood 24" to 30" Height $90 46 $4,140 Hydrangea arborescens 'Annabelle' Annabelle Hydrangea 24" to 30" Height $150 52 $7,800 Ilex glabra Inkberry 24" to 30" Height $150 34 $5,100 Ilex verticillata Winterberry 24" to 30" Height $75 24 $1,800 Juniperus chinensis var. Sargentii Sargent Juniper 18" to 24" Height $75 54 $4,050 Philadelphus x virginalis Minnesota Snowflake Mockorange 24" to 30" Height $90 26 $2,340 Prunus maritima Beach Plum 24" to 30" Height $75 16 $1,200 Rhus aromatica 'Gro-Low' Fragrant Sumac 24" to 30" Height $75 61 $4,575 Spiraea x bumalda Anthony Waterer' Anthony Waterer Spirea 24" to 30" Height $90 109 $9,810 Symphoricarpos a/bus Common Snowberry 24" to 30" Height $80 50 $4,000 Taxus x media Anglojap Yew 24" to 30" Height $100 87 $8,700 Viburnum cassinoides Witherod Viburnum 24" to 30" Height $75 34 $2,550 Total Estimate: $142,505 * Unit costs reflect current plant costs plus installation. 0 The Lodge at Quarry Hill Landscape Estimate of Probable Cost Prepared by Gail Henderson -King, ASLA, Landscape Architect April 12, 2010 item T___�Ize I Unit Cost* I Quantity I Subtotai Trees Acerx 'freemanii' Freeman Maple 2 1/2" to 3" Cal. $750 11 $8,250 Amelanchier canadensis Serviceberry 1 1/2" - 2" Cal $550 15 $8,250 Amelanchierx grandiflora Apple Serviceberry 1 1/2" - 2" Cal $550 16 $8,800 Amelanchierlaevis Allegheny Serviceberry 1 1/2" - 2" Cal $550 14 $7,700 Betula nigra 'Heritage' Heritage River Birch 1 1/2" - 2" Cal $550 33 $18,150 Ginkgo biloba 'Autumn Gold' Autumn Gold Ginkgo 2 1/2" to 3" Cal $750 15 $11,250 Gymnocladis dioicus Kentucky Coffeetree 2 1/2" to 3" Cal $750 13 $9,750 Pinus nigra Austrian Pine 6' to 7' Height $500 14 $7,000 Thuja occidentalis Arborvitae 6' to 7' Height $300 15 $4,500 Shrubs Aronia arbutifolia 'Brilliantissima' Brilliant Chokecherry 24" to 30" Height $90 31 $2,790 Corpus sericea Red Twig Dogwood 24" to 30" Height $90 46 $4,140 Hydrangea arborescens 'Annabelle' Annabelle Hydrangea 24" to 30" Height $150 52 $7,800 Ilex glabra Inkberry 24" to 30" Height $150 34 $5,100 Ilex verticillata Winterberry 24" to 30" Height $75 24 $1,800 Juniperus chinensis var. Sargentii Sargent Juniper 18" to 24" Height $75 54 $4,050 Philadelphus x virginalis Minnesota Snowflake Mockorange 24" to 30" Height $90 26 $2,340 Prunus maritima Beach Plum 24" to 30" Height $75 16 $1,200 Rhus aromatica 'Gro-Low' Fragrant Sumac 24" to 30" Height $75 61 $4,575 Spiraea x bumalda 'Anthony Waterer' Anthony Waterer Spirea 24" to 30" Height $90 109 $9,810 Symphoricarpos albus Common Snowberry 24" to 30" Height $80 50 $4,000 Taxus x media Anglojap Yew 24" to 30" Height $100 87 $8,700 Viburnum cassinoides Witherod Viburnum 24" to 30" Height $75 34 $2,550 Total Estimate: $142,505 * Unit costs reflect current plant costs plus installation. RECEIVE® APR 13 2010 City of So. Burlington The Lodge at Quarry Hill Landscape Estimate of Probable Cost Prepared by Gail Henderson -King, ASLA, Landscape Architect April 12, 2010 L Item I J1Ze I Unit Cost* I Quantity I Subtotal Trees Acerx 'freemanii' Freeman Maple 2 1/2" to 3" Cal. $750 11 $8,250 Amelanchier canadensis Serviceberry 1 1/2" - 2" Cal $550 15 $8,250 Amelanchierx grandiflora Apple Serviceberry 1 1/2" - 2" Cal $550 16 $8,800 Amelanchier laevis Allegheny Serviceberry 1 1/2" - 2" Cal $550 14 $7,700 Betula nigra 'Heritage' Heritage River Birch 1 1/2" - 2" Cal $550 33 $18,150 Ginkgo biloba 'Autumn Gold' Autumn Gold Ginkgo 2 1/2" to 3" Cal $750 15 $11,250 Gymnocladis dioicus Kentucky Coffeetree 2 1/2" to 3" Cal $750 13 $9,750 Pinus nigra Austrian Pine 6' to 7' Height $500 14 $7,000 Thuja occidentalis Arborvitae 6' to 7' Height $300 15 $4,500 Shrubs Aronia arbutifolia 'Brilliantissima' Brilliant Chokecherry 24" to 30" Height $90 31 $2,790 Cornus sericea Red Twig Dogwood 24" to 30" Height $90 46 $4,140 Hydrangea arborescens 'Annabelle' Annabelle Hydrangea 24" to 30" Height $150 52 $7,800 Ilex glabra Inkberry 24" to 30" Height $150 34 $5,100 Ilex verticillata Winterberry 24" to 30" Height $75 24 $1,800 Juniperus chinensis var. Sargentii Sargent Juniper 18" to 24" Height $75 54 $4,050 Philadelphus x virginalis Minnesota Snowflake Mockorange 24" to 30" Height $90 26 $2,840 Prunus maritima Beach Plum 24" to 30" Height $75 16 $1,200 Rhus aromatica 'Gro-Low' Fragrant Sumac 24" to 30" Height $75 61 $4,575 Spiraea x bumalda 'Anthony Waterer' Anthony Waterer Spirea 24" to 30" Height $90 109 $9,810 Symphoricarpos albus Common Snowberry 24" to 30" Height $80 50 $4,000 Taxus x media Anglojap Yew 24" to 30" Height $100 87 $8,700 Viburnum cassinoides Witherod Viburnum 24" to 30" Height $75 34 $2,550 Total Estimate: $142,505 * Unit costs reflect current plant costs plus installation. RECEIVE® APR 13 2010 City of So. Burlington 0 The Lodge at Quarry Hill Landscape Estimate of Probable Cost Prepared by Gail Henderson -King, ASLA, Landscape Architect April 12, 2010 item I Size I Unit Cost` I Quantity I Subtotal Trees Acerx 'freemanii' Freeman Maple 2 1/2" to 3" Cal. $750 11 $8,250 Amelanchier canadensis Serviceberry 1 1/2" - 2" Cal $550 15 $8,250 Amelanchierx grandiflora Apple Serviceberry 1 1/2" - 2" Cal $550 16 $8,800 Amelanchierlaevis Allegheny Serviceberry 1 1/2" - 2" Cal $550 14 $7,700 Betula nigra 'Heritage' Heritage River Birch 1 1/2" - 2" Cal $550 33 $18,150 Ginkgo biloba 'Autumn Gold' Autumn Gold Ginkgo 2 1/2" to 3" Cal $750 15 $11,250 Gymnocladis dioicus Kentucky Coffeetree 2 1/2" to 3" Cal $750 13 $9,750 Pinus nigra Austrian Pine 6' to 7' Height $500 14 $7,000 Thuja occidentalis Arborvitae 6' to 7' Height $300 15 $4,500 Shrubs Aronia arbutifolia 'Brilliantissima' Brilliant Chokecherry 24" to 30" Height $90 31 $2,790 Cornus sencea Red Twig Dogwood 24" to 30" Height $90 46 $4,140 Hydrangea arborescens 'Annabelle' Annabelle Hydrangea 24" to 30" Height $150 52 $7,800 Ilex glabra Inkberry 24" to 30" Height $150 34 $5,100 Ilex verticillata Winterberry 24" to 30" Height $75 24 $1,800 Juniperus chinensis var. Sargentii Sargent Juniper 18" to 24" Height $75 54 $4,050 Philadelphus x virginalis Minnesota Snowflake Mockorange 24" to 30" Height $90 26 $2,340 Prunus maritima Beach Plum 24" to 30" Height $75 16 $1,200 Rhus aromatica 'Gro-Low' Fragrant Sumac 24" to 30" Height $75 61 $4,575 Spiraea x bumalda 'Anthony Waterer' Anthony Waterer Spirea 24" to 30" Height $90 109 $9,810 Symphoricarpos albus Common Snowberry 24" to 30" Height $80 50 $4,000 Taxus x media Anglojap Yew 24" to 30" Height $100 87 $8,700 Viburnum cassinoides Witherod Viburnum 24" to 30" Height $75 34 $2,550 Total Estimate: $142,505 * Unit costs reflect current plant costs plus installation. RECEIVE® APR 13 2010 City of So. Burlington The Lodge at Quarry Hill Landscape Estimate of Probable Cost Prepared by Gail Henderson -King, ASLA, Landscape Architect April 12, 2010 I"er- �L n I Size I Unit cost- I i.�ua "y I III Subtotal Trees Acerx 'freemanii' Freeman Maple 2 1/2" to 3" Cal. $750 11 $8,250 Amelanchier canadensis Serviceberry 1 1/2" - 2" Cal $550 15 $8,250 Amelanchierx grandiflora Apple Serviceberry 1 1/2" - 2" Cal $550 16 $8,800 Amelanchier laevis Allegheny Serviceberry 1 1/2" - 2" Cal $550 14 $7,700 Betula nigra 'Heritage' Heritage River Birch 1 1/2" - 2" Cal $550 33 $18,150 Ginkgo biloba 'Autumn Gold' Autumn Gold Ginkgo 2 1/2" to 3" Cal $750 15 $11,250 Gymnocladis dioicus Kentucky Coffeetree 2 1/2" to 3" Cal $750 13 $9,750 Pinus nigra Austrian Pine 6' to 7' Height $500 14 $7,000 Thuja occidentalis Arborvitae 6' to 7' Height $300 L_15 $4,500 Shrubs Aronia arbutifolia 'Brilliantissima' Brilliant Chokecherry 24" to 30" Height $90 31 $2,790 Corpus sericea Red Twig Dogwood 24" to 30" Height $90 46 $4,140 Hydrangea arborescens 'Annabelle' Annabelle Hydrangea 24" to 30" Height $150 52 $7,800 Ilex glabra Inkberry 24" to 30" Height $150 34 $5,100 Ilex verticillata Winterberry 24" to 30" Height $75 24 $1,800 Juniperus chinensis var. Sargentii Sargent Juniper 18" to 24" Height $75 54 $4,050 Philadelphus x virginalis Minnesota Snowflake Mockorange 24" to 30" Height $90 26 $2,340 Prunus maritima Beach Plum 24" to 30" Height $75 16 $1,200 Rhus aromatica 'Gro-Low' Fragrant Sumac 24" to 30" Height $75 61 $4,575 Spiraea x bumalda 'Anthony Waterer' Anthony Waterer Spirea 24" to 30" Height $90 109 $9,810 Symphoricarpos albus Common Snowberry 24" to 30" Height $80 50 $4,000 Taxus x media Anglojap Yew 24" to 30" Height $100 87 $8,700 Viburnum cassinoides Witherod Viburnum 24" to 30" Height $75 34 $2,550 Total Estimate: $142,505 * Unit costs reflect current plant costs plus installation. RECEIVE® APR 13 2010 City of So. Burlington Lamoureux & Dickinson 14 Morse Drive L9 Consulting � En ineers, Inc. Essex, VT 05452 April 12, 2010 Mr. Ray Belair, Zoning Administrator City of South Burlington Planning and Zoning Department 575 Dorset Street South Burlington, Vermont 05403 Tel (802) 878-4450 Fax (802) 878-3135 www.LDengineering.com RE: Bullrock Corporation - The Lodge at Quarry Hill Planned Unit Development Final Plat Application #SD-10-07 Dear Ray, On behalf of Bullrock Corporation, we are submitting revised plans and information for The Lodge at Quarry Hill Planned Unit Development Final Plan Application. This submittal addresses the following comments. Sheet 1 revisions (Fire Chief's April 6, 2010 letter) 1. Fire hydrant has been added in the island near "QHC Lot #4" (4-09-10 revision). Sheet 4 revisions (Fire Chief's April 6, 2010 letter) 1. Fire hydrant detail has been added (4-09-10 revision). Sheet 1 revisions (City Engineer's April 1, 2010 memorandum) 1. The stormwater modeling for the original Quarry Hill Subdivision included the future development of Lot #4 at a 60% impervious surface (lot coverage) ratio. Actual proposed ratio is considerably less (49%). No other stormwater modeling has been performed by this office specifically for Lot #4. 2. The line type has been modified to more clearly show new curbing (2-17-10 revision). 3. Five feet (5 ft) separation is maintained between all new water and sewer lines and nearby new trees (2-17-10 and 4-09-1 0 revisions). 4. Gas main on opposite side of Quarry Hill Road has been added and the new gas service shown (2-17-10 revision). Sheet 3 revisions (City Engineer's April 1, 2010 memorandum) 1. Sidewalk and curbing details have been modified as requested (4-09-10 revision). 2. Storm & sewer trench detail has been modified to provide requested stone bedding (4-09-10 revision). Sheet 2 revisions (City Staff Landscape Estimate of Probable Costs verbal comments 4-1 -10) The Landscape Estimate of Probable Costs has been revised to meet the minimum requirement of $142,500 of landscape plantings. This revised estimate now solely consists of trees and shrubs to meet the South Burlington Land Development Code. Sheet 2: Landscape & Lighting Plan has been revised to include additional shade trees, small flowering trees and shrubs on the northern and eastern sides of the new building. The proposed perennial plantings in the islands in the parking area have been changed to shrubs; additional shrubs are added on the southern side of the front Civil Septic Design Transportation Wetlands Landscape Architecture Land Surveying Mr. Ray Belair, Zoning Administrator Bullrock Corporation - The Lodge at Quarry Hill Planned Unit Development Final Plat Application #SD-1 0-07 Page 2 of 2 entry; and additional shrub plantings have been added in the memory care therapeutic garden area. The proposed memory care therapeutic garden trellis, water fountain feature, raised beds of shrubs and perennials, and terrace are not included as part of the landscape planting costs. Other Earlier City Engineer's comments dated 1 1-09-09 were addressed in 2-17-10 revisions. South Burlington Water Department comments dated 1 2-02-09 also were addressed in 2-17-10 revisions. In addition, instead of trying to construct a difficult crossing of new underground electrical lines and the 8" water main on Quarry Hill Road at the project entrance, the storm sewer has been revised to discharge to a stone lined swale. The stone lined swale will provide additional stormwater treatment (compared to a closed pipe) plus infiltration into the surrounding soils for the benefit of nearby landscape plantings. Enclosed please find 4 full size copies and one 1 1 " x 17" reduced copy of the following plan sheets and information: 1. Sheets 1, 2, 3, and 4; and the 2. Revised Landscape Estimate of Probable Costs. Please contact me if you need additional information or have further questions. Sincerely, i Gail Henderson -King, RLA, ASLA Attachments C: Andrew Thomas P:\2009\09027\RBelair.Site Plan Appl.RevisedPlans.4.I O.doc NOTE: LOCATIONS OF PROPOSED UTILITIES AND STREET TREES ALONG QUARRY HILL ROAD OBTAINED FROM QUARRY HILL SUBDIVISION PLANS BY LLEWELLYN-HOWLEY INC., DATED 10-25-07 AND LAST REVISED 11-01-09 GRAPHIC SCALE x ( IN r6&T i 1 Inoh = 30 IL N / J / W E S / Project Site i LOCUS LEGEND ❑ EXISTING CATCH BASIN m EXISTING SEWER MANHOLE D4 WATER GATE VALE EXISTING WATER HYDRANT # EXISTING LUMINAIRE UTILITY POLE i o J EXISTING STREET TREE —.• EASEMENT BOUNDARY LINE — ABUTTING PROPERTY LINE — PROJECT BOUNDARY LINE CURBED PAVEMENT EDGE UNCURBED PAVEMENT EDGE -- — -- w ABANDONED WATER LINE w WATER LINE S SEWER LINE EXISTING STORMWATER PIPE — — — — —330 — — — — EXISTING CONTOUR LINE r' PROPOSED FINISH GRADE — — _ PROPOSED STORMUNE &CATCH BASIN W PROPOSED WATERLINE, VALVE &FIRE HYDRANT S PROPOSED SEWERLINE OWNER: CUPOLA GOLF COURSE 2543 EAST MAIN STREET RICHMOND, VT 05477 APPLICANT: BULLROCK CORPORATION 2517 SHELBURNE ROAD SHELBURNE, VT 05482 ZONING DISTRICT: R12 DIMENSIONAL REQUIREMENTS REQUIRED I PROPOSED MIN. LOT SIZE 3.500 9 118,172 a MAX. BUILDING COVERAGE 40% 23.5% MAX. LOT COVERAGE �60 48.8% MIN.FRONT YARD SETBACK 35' MIN. SIDE YARD SETBACK 20'+ MIN. REAR YARD SETBACK 30' 110'+ SEWER !/17/1 SITE & UTILITY REVISIONS RU /18/1 REV. PARKING LOT & COVERAGE CALCS. RD Date Revision BY These plans shall only be used for the purpose shown below: SketclVConcgx (] Act 250 Review (] Preliminary [] Contraction Final local Review Q Record Drawing Lodge at Quarry Hill `7`N° Assisted Living Facility ° pg° 250 Quarry Hill Road South Burlington, VT Drawn SITE PLAN L&D Checked GRADING &UTILITIES or e N°v.2009 Scale Lamoureux & Dickinson 1" = 30 Consulting Engineers, Inc. sheet number la Nkrrse Ihive, Essex, VT 05452 1 of 6 802-878-0450 www.IAeng neening.corn SLOPE T LADE - GENERAL CONSTRUCTIONNOTES 1, ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST VERMONT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE CITY OF SOUTH BURLINGTON PUBLIC WORKS AND LAND DEVELOPMENT CODE REQUIREMENTS, CHAMPLAIN WATER DISTRICT SPECIFICATIONS AND THESE PLANS. 2. THE CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY UNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY ^DIGSAFE' AT 72B&DIG-SAFE PRIOR TO ANY EXCAVATION. PRIOR TO CALLING DIG SAFE IT IS A REQUIREMENT TO PREMARK PROPOSED EXCAVATION AREAS USING WHITE PAINT, STAKES OR OTHER SUITABLE WHITE MARKINGS, IN A MANNER THAT WILL ENABLE THE OPERATORS OF THE UNDERGROUND UTILITY FACILITIES TO KNOW THE BOUNDARIES OF THE PROPOSED EXCAVATION ACTIVITIES. PREMARKING IS NOT REQUIRED IF THE ACTUAL EXCAVATION WILL BE CONTINUOUS AND WILL EXCEED 500 FEET IN LENGTH. 3. UTILITIES INFORMATION SHOWN ON THE PLANS WERE OBTAINED FROM BEST AVAILABLE SOURCES AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE. SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALL CONNECTOR RECONNECT ALL UTILITIES TO THE NEAREST SOURCE THROUGH COORDINATION WITH UTILITY OWNER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING SURFACES. SOILS. VEGETATION, PAVEMENT AND STRUCTURES NECESSARY TO CONSTRUCT THIS PROJECT UNLESS OTHERWISE NOTED ON THESE PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL, DEBRIS AND TRASH FROM THE SITE UPON COMPLETION OF CONSTRUCTION, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ENSURING THAT THE DUST CREATED AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. WHERE AND WHEN DEEMED NECESSARY BY THE ENGINEER OR OWNER, THE CONTRACTOR SHALL BE REQUIRED TO WET SECTIONS OF THE CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS WITH A POWER BROOM AS DUST CONTROL. 6, ANY SURFACES, LINES, MARKERS OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR AT HIS OR HER EXPENSE, TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. 7. CONSTRUCTION OBSERVATION AND CERTIFICATION IS OFTEN REQUIRED AS A CONDITION OF STATE AND LOCAL PERMITS. IT IS RECOMMENDED THAT CONSTRUCTION OF THE IMPROVEMENTS DETAILED ON THESE PLANS BE OBSERVED BY LAMOUREUX S DICKINSON CONSULTING ENGINEERS INC. (LSD) TO DETERMINE IF THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. LSD WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT MAY ARISE FROM: FAILURE TO FOLLOW THESE PLANS AND SPECIFICATIONS AND THE DESIGN INTENT THAT THEY CONVEY, ANY CHANGES MADE IN THE PLANS AND SPECIFICATIONS OR IN THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS WITHOUT LOU. PRIOR KNOWLEDGE AND CONSENT, AND/OR FAILURE TO SCHEDULE OBSERVATION OF THE WORK AND TESTING IN PROGRESS. 8, FOR ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF ONE-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. CONTINUOUS TWO-WAY TRAFFIC WILL BE REQUIRED AT NIGHT, DURING PEAK -HOURS, AND WHENEVER POSSIBLE DURING ACTUAL CONSTRUCTION ACTIVITIES, TEMPORARY CONSTRUCTION SIGNS AND TRAFFIC CONTROL SIGNS SHALL BE ERECTED BY THE CONTRACTOR IN ACCORDANCE WITH MUTCD STANDARDS. 9. TO ASSURE COMPLIANCE WITH THE PLAN(S), THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCE OF STARTING ANY WORK, COMMENCEMENT OF CONSTRUCTION OF BUILDING, BEGINNING INSTALLATION OF ANY UTILITIES, BRINGING IN ANY NEW GRAVEL FOR THE NEW PAVED AREAS, PAVING, AND FINAL INSPECTION. 10. THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWER AND WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE"TEN STATE STANDARDS - RECOMMENDED STANDARDS FOR WATER' 11. THE FINISH GRADE SLOPES SHALL BE AS SHOWN ON THE PLANS. FINISH SLOPES, DITCHES AND DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 4^ OF TOPSOIL AND SHALL BE FERTILIZED, SEEDED, LIMED, AND MULCHED. TURF ESTABLISHMENT SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS INCLUDED ON THESE PLANS. 12. ALL FILL SHALL BE PLACED IN B INCH LIFTS AND THOROUGHLY COMPACTED TO 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM DOW STANDARD PROCTOR, UNLESS OTHERWISE SPECIFIED. 13. PRIOR TO CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY THE ENGINEER. 14. PRIOR TO PAVING, ALL MANHOLES, CATCH BASINS, AND VALVE TOPS SHALL BE RAISED TO FINISH GRADE. 15. NEW PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THESE PUNS. ALL EXISTING PAVEMENT MARKINGS IN CONFLICT WITH THE NEW IMPROVEMENTS SHALL BE REMOVED BY GRINDING. 10. BACKFILL UNDER PIPES IN FILL AREAS SHALL BE COMPACTED TO 95%OF MAXIMUM DENSITY. A MINIMUM OF (2) COMPACTION TESTS SHALL BE TAKEN AT THE CONTRACTOR'S EXPENSE UNDER EACH RUN OF PIPE PRIOR TO INSTALLATION. THE PIPES SHALL ONLY BE INSTALLED OVER ADEQUATELY COMPACTED SOILS. 17. AT COMPLETION OF GRADING. SLOPES, AND DITCHES, ALL DISTURBED AREAS SHALL BE SMOOTH AND FREE OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE. DETAIL SHATTER TOP 72 OF LEOCE UNDER SAND CUSHION 1 12' T ICK TYPE III RMSH COURSE PAVEMENT-VAOT SPEC ADS 2'7HCK TYPE II BASE COURSE PAVEMENT- VACT SPEC 408 - GEOTEXTILE FABRIC-MRAFI S XX FABRIC OR APPROVED EQUAL 18- MN OVERLAP I_ iB'GRAVEL SUBBASE-VAOT SPEC# 704.05 FINE OR 70405 12- SAND CUSHION OVER DEUCE VAOTSPEC#703.030 TYPICAL DRIVEWAYAND PARKING AREA CROSS-SECTIONDETAIL NTS NOTES: I_ EMULSION WILL BE PLACED BEAEEN THE BASE AND FINISH COATS OF PAVEMENT WEN THE FINISHED COURSE IS NOT PLACED WTHIN 6 MONTHS OF THE BASE COURSE PLACEMENT. 2. POOR TO INSTALLING THE UDDERDRAINS, FABRIC AND GRAVEL THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR INSPECTION OF THE STREET SUBBASE SOILS. THE CONTRACTOR SHALL FURNISH A LOADED WvFTRUCK FOR TRAVEUND ON THE SUBBASE WEN THE ENGINEER PERFORMS THE INSPECTION THE CGHTRA OR SMALL 01ER4D(GVAIE IN LNSIATABLE SOLS ANDADDADDITIONAL SAND BASE AS REOIIESTED BY THE ENGINEER, 3, ALL EXPOSEDCONCRETE CURBAND SIDEW%LKSHALL RECEIVE TADCOATS OF AMTSPALIJNGCCMFORDAFTER E INITIAL CURING PERIOD (APPROXIMATELY 23 DAYS} 4. WHERE LEDGE EXISTS, IT SMALL BE SHATTERED TO 17 BELOW SUBGRADE 5. CONCRETE SMALL HAVE A MINIMUM STRENGTH OF 3,500 PSI AT 28 DAYS AND SHALL BE AIR ENTRAINEDWTH AN ADMIXTURE PRODUCING AN AIR CONTENT OF 5%TO 7%BY VOLLME. 6 HALF INCH(1/2) TRANSVERSE EXPANSION JOINTS SHALL BE PLACED AT INTERVALS NOT EXCEEDING TWENTY FEET S SIDEVRE LKS SHALL BE SCORED TO A DEPTH OF ONE INCH (I") EVERY FIVE FEET(5). CURB AND SIDEWLLK SECTIONS SMALL BE SEPARATED BY A PRE MOLDED JOINT FILLER 7. AFTER THE INITIAL CURING PERIOD IS OVER (APPROXIMATELY 25 DAYS). ALL EXPOSED SURFACES SHALL RECEIVE TWO COATS OF ANRSPAWNG OJM.POUNT. FRAME S GRATE LEBARON LF 248.2 OR EOLAL LK720DOR EQUAL IF ROAD GRADE EXCEEDS 5% FINISH GRADE GROUT FRAME TO CONCRETE THE FRAME OPENING SWILL MATCH THE CATCH BASIN TOP WTH NOOVERFNNG ALL BACKFILL THOROUGHLY COMFACTEDINWUFTS PROVIDE WATER DGHT RUBBER BOOT FOR ALL STORM PIPES B OR URGER IN DIAMETER S T. GRISWOLD 530 OR C APPROVED EQUAL PRECAST CONCRETE CATCH BASIN LEDGE PAYMENT L. PRECAST OR POURED INFLACE 3500 PSI CONCRETE RISER BETWEEN C.B. TOP AND BOTTOM OF CAST IRON FRAME MAXMLMMEIGHTSHALLBE8INCMES. (BRICKSSWALLN7TBE USED.) FILL GAP W TH GROUT NEWCURB-FIESTONTOP OF BASIN COVER -ADJUST HEJGHTOF I I CURB AS REQUIRED &P CRUSHED STONE BEDDING PRECAST CATCHBASIN NT.S. 12' UNDISTURBED SOIL ` EXTEND BEDDINGTO UNITS OF EXCAVATION NOTE: CATCH BASINS MAY BE LARGERTHAN SHOWNONTWS DETAIL WTH MULTIPLE OR LARGER DA PIPES IN ONE BASIN, USE PVC PIPE OR PRESSURE TREATED 7x r TO MARK LOCATION AND DEPTH OF SERVICE CONNECTION EXTEND FROM PLUG TO ABOVE FINAL GRADE PROPERTY LINE OR EASEMENT BO#IARY 1S 4 MNMJMSERWCE —� SOR 35 PVC C]NIECMJN A \ I TEMPORARY PLUG II THE SANITARY' SEWER SERVICE SHALL RUN U LEAST THE SIRE FROM 111E MOWN TO AT LEAST THE STREET LINE O . LEDGE PAYMENT LAST MINIMUM SLOPE 114-IFT FOR SANITARY SEWER OR IA£RT LEDGE FOR UNDERORNN PIPE PAYMENT LIMIT CARRIERT PIPE OR SANITARY I UNLESS OTHERWSE NOTED SEWERRAIN SEE SEWER TRENCH DETAIL DO NOT CONNECT LINDERDRAIN FOT SEWER MVNAND SERVICE TOSANTARYSEAERMWN BEGGING DETAILS SANITARY SEWER OR UNDERDRAINSERVICE CONNECTION N.TS. BAG(FILL NTH APPROVED EXCAVATED FINISH LADE MATERIAL THOROUGHLY COMPACTED INC LIFTS UNDISTURBED SOIL Z THE SIDES OF TREN'.HES41FT. OR 2 F MORE IN DEPTH ENIEfEDBY PERSOM#EL SHALL BE SHEETED OR V' SLOPED TO THE ANTE OF REPOSE APPROVED ROCX FREE BACKFILL w COMPACTED IN B' LIFTS (NO STONES URGER TRAM 11? DIAMETER) IFLESSTAN4COVERUNDER 17 PAVEMENT, PLACE INSULATION RIGID POLYSTYRENE NE I OVERITK1N BOARD TS) 2 LAYERS WTH OVER(APPINGJONTS) D12 (17 IS OUTSIDE DIAMETER OF PIPE) THECONTRACTORSHAULATALLTIMES D KEEPTHETRENCHESRKIS FINISHED FREE OF WATER UNTIL ALL WORK IS FINISHED AND RFADY FORK BACIff1LUNG &#' CRUSHED STONE SECOND TILEDGE PAYMENT LIMIT UNDISTURBED SOIL TYPICAL STORMAND SEWER TRENCHDETAIL T.S. Y THICK STANDARD S. THICK ALL DRIVES 5' 3300 PSI I 3 CONCRETE M--6- WALK T. I 3 4 TOPSOIL T THICK CRUSHED GRAVEL PER 1 STATE SPEC D04.Oi 1. CONCRETE SMALL HAVE A MNIMM STRENGTH OF 3,SM PSI AT25CAYS AND SHALLBE AIR ENTRAINED WTH AN ADMIXTURE PRODUCING AN AIR CONTENT OF 5%T07%BY VOLUME. 2. HALF INCH(1M TRANSVERSE EXPANSION JOINTS SMALL BE PIACEDATINIERVALS NOT EXCEEDING TWENTY FEET(20). SIDEWALKS SMALL BE SCORED TO A DEPTH OF ONE INCH (1) EVERY FIVE FEET(5). CURBAND SIDEWALK SECTIONS"UBE SEPARATED BYA PREMOLDEDJOINT FILLER 3, AFTER THE INITIAL CURING PERIOD IS OVER(APPROXIMATELY 25 DAYS), ALL EXPOSED SURFACES SHALL RECEIVE TAOCOATS OF ANTFSPAWNG COWOUND. CONCRETE SIDEWALK DETAIL N.T.S. IrZPADIUS EMJLSIFIEDASPHALT — IW RADIUS 3,500 PSI CONCRETE IB^ END AREA • 0.94 SF I_9.J NEW CRUSHER RUN GRAVEL RECEIVED —� 4^ 12^ J APR 13 2010 NOTES: 1) CURBING SMALL BE CONSTRUCTED IN 10 SECTIONSWTH 1R' JOINT BETWEEN SECTIONS. of So. Burlington 2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED ANDSHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M153 (10 SPONGE RUBBER OR COLA. 3) ALL EXPOSED SURFACES TO RECEIVE 2 COATS OF AN ANTFSPAW NG CG.POIMD. CONCRETE CURB DETAIL OF NT.S AASE 'PP 1.01Nx -P "Mi OI AL ICI s CLEANOTT FRAME B COVER e LeBARON R-M OR EQUAL 6THCK GRAVEL SASE N.T.S. SHORTLENGTH OF PIPE UNDER CONCRETE PAD 18' X I XT-200 P.S.I.CONCRETE PAD AS NOTED 45'BEPD ON PLANS INV. ELEV. POINT CLEANOUT DETAIL (STORM& SEWER) WATER DISTRIBln( PPECIFICATIONS NOTE: ALL WATER LINE AND RELATED WORK TO BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES FOR ALL WATER SYSTEMS OWNED BY THE CHAMPLAIN WATER DISTRICT THE CITY OF SOUTH BURLINGTON COLCHESTER FIRE DISTRICT 01 AND THE VILLAGE OF JERICHO, HENCEFORTH THE'CWD SPECIFICATIONS'. SOUTH BURLINGTON WATER DEPARTMENT 'SBWD'SHALL BE NOTIFIED PRIOR TO BACKFILLING TO INSPECT ALL JOINTS, FITTINGS, MAIN LINE TAPS, APPURTENANCES AND WATER LINE CROSSINGS. NO WATER LINES SHALL BE INSTALLED AFTER NOVEMBER 15 OR BEFORE APRIL 1 WITHOUT PRIOR APPROVAL OF THE SUPERINTENDENT. THE SUPERINTENDENT MAY RESTRICT WORK BEFFRE NOVEMBER 15 AND AFTER APRIL 1 DURING ADVERSE WEATHER CONDITIONS. 1.1 GENERAL: This ftem shall conMd of the labor, equipment, and material required for the complete construction of the watermalns antl services which shall Include excavatlon, beckfilling, pipe, veNes, tees, hydrants, elbows, reducers, and all other appurt-name, necessary for a complete watermain system as i Wksted on its, accepted drawings. All materials and installations must comply an the CWD Specifications and shell be approved by the wool municipal water authority. 1.2 WATER MAIN PIPE MATERIALS: DUCTILE IRON PIPE Ductile Iron pipe shall include polyethylene encasement conforming to AWAVA C 105. Maximum diameter of sM Inches (8") and conform to current AWWA Cf 10 or ANSI Specification A21.10 wM Cass 52 minimum mkkness Pushon joint accessories shall conform to applicable requirements of AW WA Cl 11 or ANSI Speclfimfon A21.11. Install no lase than three (3) brass wedge, at eso joint. Pipe shall be cement mortar -lined on the Inside In accordance with AWWA C104or ANSI SPRcificewn A21 4 except that the cement -lining thickness Mall not be lose than throe- abrteenm inch (Ma'). A plus Iderance, of one -eighth Inch (1l8") will be permlged. 1.3 FITTINGS. All brass Wings, corponetlons, curb elope, meter tell pieces, elbows and angle veNes shell contain one -tenth of one Percent (0A096) total lead content by weight, her less. No -lead brass fittings Mall the Cambridge Brass No -Lead, Red Manufacturing or Champlain Water District approved equal, manufactured In accordance with AWWA C800. All No -Lead brass fittings shall have the manufacturers name or trademark integrally stamped or cast on 0. Another marking identifying the No -Lead brass allow Mall also be cast or stamped on the fitting. Ductile iron filling. shall be cement -find, have 350 pounds working Pressure, and! be m accordance with AWWA C-104, CA 11, and C-110 or C-153 for compact filling,. Mechanical jointrestraints with Will of nuts and alit slnll be EBAA or Sigma, or a Champlain Water District approved equal grip ring. Ductile iron fining, larger than twelve Inches (IT) Mall have • standard body length equal to Class 250 teat iron Wings. Cast iron class 250 fillings wig be allowed In lieu of ductile iron finings m sues iM,r then twelve inches (12"). 1.4 GATE VALVE RESILIENT SEAT: Get'vat,,, shall be AWWA C 509-87 Standard Gate Valves with mechanical johns of sizes as required on the piano. All valvaM shall M of cast or ductile iron body, Parallel Mau was, non-roug stem, Inskb strew, reNlsre ,,at with "0" Ring Stem Seals. All valves to be equipped with a valve cox for a minimum of 5.5 of cover material. The gate valves Mall open left and W designed bra working pressure of 200 0 Each valve shall have maker's name, peswre rating, and year in which manuactued cast on the, body. Prior to shipment from the factory, each valve shall be tested by hydrostatic pressure equal to twice the specified working pressure. Buried veNes Mall be Inetalbc with a v,No box. 1.5 VALVE BOXES: Cast Iron three-piece slide -type; five and one -fourths inch (5 1 /4') Mefl; six fool (6) bench depth. Cast Iron cover marked "WATER" and indicating tlkexbon of opening. 1.6 FIRE HYDRANTS: All hydrants are to be 3-way, 5' minimum diameter and limited to the following makes: Mueller Super Centurion 250 or Kennedy Guardian K-81 D or Wabsous Pace,. Main Valve Opening: 5 1/4 Inches, left opening Nozzle Arrangement: Two 2 112 Inch hose nozzles with NST threads. One 4 112 inch pumper nozzle with NET threads. Inlet Connection: a Inch mechanical Iatnt Operating NO: Standard 1-1/2 Inch pentagon Direction of Opening: Counterclockwise Color: Enameled hydrant cad Depth of Bury: Sri cover. The hydrant shall have at least IT and no more than 21 inches between the bottom of the steamer cap and to ground. Dram. The hydrant Mall anon -draining or have the craine permanently plugged. Other: Hydrant flags shall be required and supplied for each hydrant. 1.7 HYDRANT BRANCHES. Hydrant assemblies shall consist clan anchor tee or a Swivel Joint Hydrant Tee, a sM-inch mechanical joint gate valve conforming to the above specifications, the appropriate length of eM-inch DI Class 52 pips, all necessary anchor couplings and approved retaining glands, the Its hydrant and appropriate thrust dock. The hydrant Mall have at least twelve Inches (I T) between the whom of Me steamer cap and to groumi. For single-family house subdivisions, there will be at least one hydrant at each tntersectlon and a maximum of 500 feet (500) between hydrants with a minimum water flaw of 500 gallons per minute with a 20 psi residual pressure from each hydrant. 1.8 WATER SERVICE CONNECTION' A. GENERAL REDUIREMENTS The Contractor Mall Install thres-fourths Inch to two Inch (31 -7) copper type K sarvices as indicated on Me Contract Drawings or as directed by the Engineer. Each service Mall consist of a corporation, ciel al , copper tubing, and a curb box with service rod. Corporation than be attached to AB ductile iron pipe by means of e direct top. B. CORPORATIONS Corporations sell be Cambridge Brass No -Lead, Red Hod Manufacturing 4381, or Camphan Water District approved equal, manufactured In accordance with AWWA C800. Corporations shell eve Muelbrthreads, adopted as AWWA Figure A 1, at the inlet and a compression -type filling at the outlet. Both inlet antl oust shall be .(the same size. Corporations shall be directly tapped into ductile Iron pipe larger than six inches (6") in diameter. In no other instance, except when a tapping sleeve and valve is uwe, shall a top be made and a corporation metal, without the use of A tapping seccle. C. CURBSTOPS Curbslops shall W Cambridge Brass No -Lead, Red Had Manufacturing SB 51511/84151. or Campsln Water District approvetl equal, manufactured In accordance with AWWA C800. Cunbstops shall be a quarter-tum, plup-lype Volvo with an '0' ring -type east. The curbslop shall open left and have a positive stop. No clabstop shall have the ability to drain the service line. Both inlet and oufist of the wrbsop shall have compression -type Ming,. The tee head of the curb. stop shall have provision for to connection of a service rod D. SERVICELINES Copper tubing shall M type W, soft -temper, conforming to ASTM 888. The name or trademark of the manufacturer and type shall be stamped at regular kervals along the pipe. E. CURB BOXES AND RODS Curb boxes shall be of the sliding adjustable -type capable of adjusting from No Lost to or, fast (5' - 6). The be of the be, shall bearch-type so a, to prevent the box from resting directly on to curbslop. The adjustable upper section shall be one inch (1') in diameter for use an three-surthe and one inch (3/4" and 1") curbslops. For larger curbetops, the upper section shall be one and one -fourths inches (1 1hf) In tlsmeter. Stationary rods affixed to the key of the c Ibstop shall be stainless Meet and shell be thirty Inches (30") in length for three -fourths and one inch (3W and 1') curbetops and twenty-bM ur inches (2T) for larger ourbstops. T er of the box salt be by "Mueller' with me countersunk Now plug type. Theword "WATER" shall be scribed on Iha cove of the box. Both me cover end the upper section of the box Ihall be awls fo be located with an aqua -type metal wcefor. F. HOUSE SERVICES CONSTRUCTION METHODS The Contractor shall make all necessary tape into the watermain and will install for each let or unit an approved brass corporation stop. The Contractor shall also connect the type W copper service pipe to the flanged joint, which shill be connected to the Mass type curbstop with inlet and outlet for the appropriate type'K' copper tervice pipe. Such curbslop shall be located not less than six feet IS) below the ground surface and shall be accesalble from the surface through an approved valve No 1.9 CONSTRUCTION METHODS A. INSPECTION AND TESTING ` All pipe end 0ilings shall be inspected antl tested In accordance with the manufacturers specifications and the III AW WA Specifieabons The Contractor shall furnish for approval certification from Die pipe nufacturer that all tests have been performed with satisfactory resua. Pipe Mall not be Installed without the Engineers or Water Authority's approval. B. INSTALLATION Pipes. fNings, and accesteries shall be cemfully handled to avow dsmage. Par to tha ate of acceptance of the project work by the Owner, the Contractor shall replace any new pipe or accessory found to be defective at any time, including after installation, at no expense to the Owner. All irwsllean antl teMrg shill be done in accordance with AW AA Standard C-600 and ANSI Specification A21.11. All pipe, showing cracks shall be rejected If cracks occur In the pips, the Contractor may, at his awn expense and with the approval of the Enginee(. cut off the cracked portions at a pMla at beet twelve kohee LIT) from Ids visible limits of the crack and use the sound portion of the pipe. All pipes and Whittle shall be cleared of all foreign matter and debris prior to installation and shall be kept clean until the Ums of accepsnce by the Owner. At as times, when the pipe laying is not actually In progress, the open ends of Ids pipe Mall be closed by temporary watertight plugs or by other approved means. I/ water is in the trench when work la resumed, the plug shall not be removed until all danger of water entering the pipe has passed. Te pipe shall be InesNetl in trenches and at the tin, and grade shown on the Contract Drawings. Any collection joints shall be within the limits specified by the manufacturer. All piping ads appurtenances connected to the equipment ,hill be supported so that no strain will be Imposed crime equipment. If the equipment manufacturers specifications Include that piping loads are net to W hansf ned, the Contractor shall submit certification of compliance. Concrete thrust blocks shall be Installed on all plugs, tees, and bends deflecting 11 1/4 degrees or more. Care shall be taken to ensure that concrete will not come In contact with flanges, pint, or hafts. The required area of thrust blocks are indicated an the plans or shall be as approved by to Engineer. Whenever sewera cross under watefmalm , the watermain shall be led at such an elevation that the bodom of the watermain Is at least 18 inches above the top of the sewer. This veNcal teparaon stall be mawtatnee for that portion of the watermain located within ten feet (10') horizontally of any sewer it orosws. There shall be no physical connection between the distribution system and any pipes, pumps, hydrant, or tanks which era cuppged or may W supplied with a water that is, or may be, contaminated. In metances ware di use of different types of pipe require joining, the Contractor shall furnish and Install all necessary adeplore All trenching safety standard, Mall be In conformance with all applicable State and Federal Guidelines cow as specified on the Pins. The Contractor shell, at all times, keep the trenches entirely free of wale, until all work s maned! and ready for bieckfilling. After the various pipelines have been installed, the trenches and other areas to a filled Mall a backfilled to subgmd, with, wherever Possible, materiel excavated from the bench. No Nckfillirg will a allowed until any concrete masonry has at sumchenty, as determined by the Engineer. All material for beckfllling shall be free of roots, stumps, and host. Mateals used for hackf1 ing branches shall be free or stones weighing over 30 pounds. No stones measuring over one and one -elf Incas (1 1a) In the longest dimension shall be placed within one fool (1') of the pipeline being becki Backfill for all pipelines shall be placed in ale inch (8') layers, each layer being thoroughly compacted to not less than 95 Percent of maximum dry density as determined by the AASHTO-T-99 Standard Proctor. Particular precautions shall be taken In the placement and compaction of the backfill material in order not to damage le pipe on structure. The backfill Mall be brought up evenly. All walermake shall Ne installed with a minlmum cover depth of •M IS). Surplus excavated material, not used for backfill shall be disposed of m a manner wtislectory to the Engineer. All surplus material or apoll shall a removed promptly and disposed of w as not to be objeclloneble to Muttere of to the general pubec. Valve boxes— to be Installed on all buried veNes. The axle call be cest iron wfh a minimum Me ads ,no -fourth s Inch (5 lie) diameter and long enough to extend from the valve to finished grads. The boxes Mall enclose me operating no and sluing box of the valve. Valve boxes shag not transfer bads Is, the valve. Covers shall be close fitting and dill -tight with the top of the cover than with tha lop of the box rim. Covers shall W marked "Water" with an arrow Indicating the direction of opening. Valve boxes Mall a mrea piece ellp4ype. The contractor shall provide a slabs, temporary PVC marker approved by the Engineer at all gate valves, curb stops, and at the end of walerllnea to a point six Inches (8') awve finish grade. The marker shall be tested wcuroty Into the ground. C. FIELD TESTING Except as otherwise directed, all pipelines shall be testetl. Pipelines sic in excavMon or bedded in concrete shall be tested prior to backfilling or the placing of concrete, and any expowd piping shall W tested prior to flew Painting. The Contractor shall furnish all gauges, testing plugs, ceps, and ell ogler necessary equipment ads labor to perform leakage and pressure test In section, of an approvetl length. Each valved section or a maximum of one thousand feel (1,000') of the pipe shall be testetl. All water ntis—for testing Mall be pouite All testing shall be conducted In the presence of the Engineer. For the pressure test, the Contractor shall develop and maintain 200 Pounds per square Inch for two hours. Failure to hold the designated pressure for the two-hour perlod constitutes a failure 0 to section testetl. The leakage test shall be performed concurrently with the pressure sal. During the test, me Contractor Mall care the quantity of water required to maintain the test pressure. Leakage shall not exceed me quantity given by: L • SO (Square root of P) / 148,OOD where: L • Leakage In gallonaaour S • Length of pipeline lestetl D Diameter of pipe in Inches P Average last preteure in psi All testing shall be conducted in accordance with AWWA C-600 latest revslon. Should any section of Ie pipe fall either the pressure or leakage tests, the Contractor shall do everything necessary to locale and repair or replace the defective pipe, filings, or joers; at no in,"nw to the Owner. D. DISINFECTION'. Chlorination of the watermain shall be conducted only after the main has been flushed and a clear stream is obtained as determined by the Engineer. The Contractor shall furnish all labor, equipment, materials, and loos necessary, to disinfect the pipe and :Murtenances in accordance with the AWWA Standard for Dswfec ong Wateriness, C-651, with me exception of the 1•blet mie oc. The method of disinfection shall be by the continuous feed method unless otherwiw approved by the Engineer. After filling, flushing, and the addition of chlorine eowti—, the has ch orkro concentralbn within to pipe shall be at least 25 mg/I. The chlorinated water shell remain In the main for a period o/ M least 24 hours. At the end of this period, the treated water in all portions of the main Wit not Nye a Mawwl of less than 10 MWI of free chlorine. All disinfection shall he performed under the supervision of the Engineer. The disinfection process shall be deemed acceptable only after (2) wmples of water from the Mutant domfecled sin taken by the Engineer and tested at an approved laboratory show no evidence of beclend,gical contamination. Disinfection shall conform to the latest AWWA C-651 revision. AN water used In during gushing and testing of the new main must be dechlarinated prior to entering any water of the Stale. The pipeline and appurtenances shall be maintained in an uncontaminated O—mon until final acceptance Disinfection Mall be repeated when and where required at no expense to the Owner until fine) acceparce by the Owner. E. FROST PROTECTION OF SHALLOW WATERLINES Waterfnes with less than sM set (6) of cover over the crown, or wore ndiraled on to plans, sail be protected against freezing by installation of four Inch (4") thick Styrofoam SM Insulating Meets with ,total width of tour feet (W) or twice the pipe diameter, wh ohs ew la greasy. The saes sell be placed six inches IT) above the crown of the main after compaction of the six Inch (6') lift Immadstely above the crown. Care shall be ezercleed by the Contractor during backfill and compaction over the styrofoam sheets to prevent damage to the sheets. Styrofoam SM sheets shall meet the compressive strength requ, ments of ASTM D1621-73 and shall Is as manufactured by Dow Comical Company, Midland, Mlchigan or equivalent. In no case shall the waterlines have less than four feet (4') of cover over the lop of me Pipe. POAERSEALMDDEL 34WMI STAINLESS STEEL TAPPING SLEEVE -9 SPLIT END GASKET SIDE GASKET TAPPING SLEEVE NOTES TAPPING SLEEVES SHALL BE OF THE SPLIT SLEEVE DESIGN CONSTRUCTED WITH TWO SOLID HALFSLEEVES BOLTED TOGETHER. SLEEVES SHALL BE CONSTRUCTED OF STAINLESS STEEL, SHALL HAVE A W0RKAG PRESSURE OF AT LEAST 1SO PSI, AND SHALL HAVE MECHANICAL JOINT ENDS AND SIDE GASKET SEALS AS APPROVED BY THE BMW SUPERINTENDENT ALL TAPPING SLEEVES SHALL BE PROVIDED WITH A 3K NPT TEST PLUG OR OTHER PROVISIONS MUST BE MADE FOR AIR TESTING THE VALVE AND SLEEVE AT MAXIMUM WORKNG PRESSURE. PRIOR TO TAPPING. ALL BOLTS AND NITS FOR MECHANICAL JOINTS OF TAPPING SLEEVES SHALL BE OF HGHBTRENWH CAST IRON OR HIGH_ STRENGTH, LOWALLOY STEEL CONFORMING TO ANSVAYM A CI I IIA21.11AD. ALL BOLTS AND NUTS FOR FLANGED JOINTS OF TAPPING SLEEVES SHALL BE OF HIGHSTRENGIH, LOWCARBON STEEL CONFORIANG TO ANSVAWWR C11O'A21.1037. APPENDIX A ALL BOLTS AND NUTS SHALL BE SOUND, CLEAN AND COATED WITH A RUST RESIBTANTIUBWCANT; THEIR SURFACES SWILL BE FREE OF OBJECTIONABLE PROTRUSIONS THAT WAULD INTERFERE WTH THEIR FIT IN THE MADE-UP MECHANICAL OR FLANGED JOINT. ALL BOLTS AND NUTS USED WITH ALL PIPE SLEEVES SHALL. UP0N FINAL TIGHTENING AND TESTING, BE BRUSH COATED HEAVILY WITH BIT ANA.STIC COLDAPPUED MATERIAL TO THOROUGHLY COVERALL EXPOSED SURFACES OF THE BOLTS AND NUTS. PROMDE : HRUS' BLOCK (SEE GET TAPPING VALVE NOTES 1. TAPPING VALVE SHALL CONFORM TO ANSI/AWWA 0500W STANDARD FOR RESIUENTSEALED GATE VALVES FOR WATER AND SEWAC,E SYSTEMS, EXCEPTAS MODIFIED HEREIN, VALVES SHALL OPEN 0OUNTERCL0CMMSE ANDSHAI L HAVE A MINIMLMVVORKNG PRESSURE OF 15D PSI. INLET FLANGES SHALL BE CLASS 125 _FORMING MAW SPECIFICATION 8161 OR ANSV AWAR CI I0A21.1Q, AND OUTLET CONNECTIONS SHALL BE STANDARDIZED MECHANICAL JOINTS. 2 BURIED TAPPING VALVES SHALL BE PROVIDED WTH AT SQUARE WRENCH NUTAND SHALL BE INSTALLED VVTHA CAST IRON VALVE BOY AS REQUIRED TOALLOW POSITIVE ACCESS TO THE VALVE OPERATING NUTATALL TIMES. IN INSTALLATIONS WHERE THE DEPTH FROM GRADE TO TOP OF VALVE IS GREATER THEN 6 T. A VALVE STEM RISER SHALL BE PROM DED AND INSTALLED SUCH TKATTHE DEPTH FROM VALVE STEM RISER NUT TO GRADE IS FROM 4 0' TO a 0' ( MINIMUM LENGTH OF VALVE STEM RISER IS 7 0' ). VALVE STEM RISER SHALL BE OF HIGH STRENGTH STAINLESS STEEL AND OF WELDED CONSTRUCTION. 3. SEE WRITTEN CAD SPECIFICATIONS FOR FURTHER REGUREMENTS FOR TAPPING VALVES S SLEEVES. ADJU$TMIE IRON VALVE aox WITH WOH COVER MARKER ^eATER" AHCHEIR TE OR TEE W// FOSTERADAPTOR T... BLOCK -1 e' M.J. RESIUEM ,EDGE G E VALVE CieppCWD N6 FI A-2I MAN. A-}) (II H S T aJ BRFANATAY FLmGE 15' Is D PLUG NIORANT DRAM a' 1 B' Wit CL52-'�I.sy,jly. �UNDISNRBED FARM MP.ftT BLOC, I INCH p PPE I MEG-WG GlIN05 CRUSHED 5Tp1E MINIMUM 12' NOTES: I ALL fIDNGS ARE 10 VS WEDOE STELE REfflos CE TO 2 PRAM TO POURING MRUST BLOCKS ALL flMNGS ARE TO BE w6- Pain 'Mid S N. HAVE TO BE. 3) THE a' %PING GOES NOT IMVE TO BE WBAPPEO IN POLTE11-nENE. HYDRANT ASSEMBLY DETAIL NEW SEWER PIPE (CENTER ONE LFNGM OVER WRTERUNE) Wash. CENTER ONE LENGTH OF PIPE CATCH UNDER 3EWER BASIN MAINTAIN OR MMML#As MANHOLE SEPARATION FROM ALL CENTER ONE LENGTH OF PIPE STRUCTURES OVER SEWER NEW WATERUNE OR SERVICE NOTE: IF 18' OF VERTICAL SEPARATION CAN MOT BE • IF MN MAINTAINED. THE SEWER UNE SWILL BE CONSTRUCTED TO WATERLINE STANDARDS,A MNIM IVI OF 21 FEET BEYOND EACH SIDE OF 31 FEET BEYOND EACH SIDE OF THE CROSSING NEWSENER%PE (CENTER ONE LENGTH UNDER WATERLINE) SEWER / WATER SEPARATION DETAIL FOR CROSSINGS N.T.S. FINISH GRADE RACKFILLWTH APPROVED EXCAVATED MATERIAL THOROUGH.Y COMPACTED INS' UFTS THE SIDES OF TRENCHES b ro 4 FT OR MORE IN DEPTH x ENTERED BY PERSONNEL 3 SHALL BE SHEETED OR —____ _ SLOPED TO TIE ANGLE OF REPOSE 12' APPROVED ROCK FREE — BACKFILLTHOROUGWY 6'B02 COMPACTED IN (rUFTS (NO STONES LARGER THAN 1 1/7 DIAMETER) 6" f O2 APPROVED GRAVEL OR SAID FOR COPPER OR 0.1. PIPE UNDISTURBED S( TYPICAL WATER TRENCH DETAIL NIS THRUST BLK ENDAREA Wiidi©©© i©oom BASED ON 100 PSI WORKING PRESSURE PLUS I PSI SURGE ALLOWANCE AND BEARING CAPACITY OF 210D LBS5Q FT RECEIVED APR 13 2010 City of So. Burlington UNDISTURBED SOIL IF COVER IS LESS THAN S PLACE 2 PIECES OF 7 THICK INSULATION SG1RD, SUITABLE FOR BURIAL, OVER THE PIPE WITH STAGGERED JOINTS. IN NO CASE SHALL THE PIPE HAVE LESS THAN 4 OF COVER ALL AMTER SERVICE LINES UND ER PAVEMENT SHALL BE INSULATED REGARDLESS OF DEPTH. M IS OUTSIDE DIAMETER OF PIPE) THE CONTRACTOR SHALL AT ALL TIMES KEEP THE TRENCHES ENTIRELY FREE OF WATER UNTIL ALL WORK IS FINISHED AND NNpp77EE READY FOR BACKFIWNG M4N0H AND LARGER DUCTILE IRON (DI) WATER PIPE SHALL HAVE NO LESS THAN THREE (3) BRASS WEDGES INSTALLED AT EACH JOIN. 3900 PSI 3500 PSI CONCRETE CONCRETE I END AREA END AREA BEARING INST BEARING UNDISTURBED RBEp SOL UNDISTURBED SOIL TYPICAL BENDS TYPICAL TEGS-DEADENDS-CAPS NOTE: PLACE 4 ne POLYETWLENE BETWEEN FI1TI W AND THRUST BLOCK THRUST BLOCK DETAIL NTS / O \ \ PLANT LIST �0 N � \ I \ to INJ \ ♦ � � \ I ( I \ \ I I N GPN \♦ \ 1 VI TO \ ( 7 PIN I 10D I s\ \ 1 GO \ IShow \ Larkin Parcel #1 STORAGE e"r 100 I 2AL � � ♦ \ a 0 V A 11 2AF 2AF SNOW d15B I I I 13Sn STORAGE j QHC Lot #4 \ Kry I Hai—ical Name I Common Name Quantcy I 8kt Remarks Toes AF Acerx7ieem Freeman Mapk 11 21'2"ta3"Cal. BAD. bf I brnn cling heighl AC ,4mc1mrc10ero;nxxk-A Servi«burry 15 11:2"to 2. .L BAD. wfti._..W Cl—P AG :I mch."W rx g—Wilnnr APPIc Scrviccbcny 16 I I12"lo 2"Cal. B&B. 6 fool brunching hcighl AL :Inr.lnn.7rirr6a+dv All.,-, 14 1112'.. 2'CA. B&B.6f lbra firing hcighl BN Hemk; of"nr'll,•nl""' lluritogc ltivcr Binh 11 11/2"1o2"Cal. BAB, Multixlcniawd Clump On (iln,grr hikr6x'. INnxm6"Id nnlumn Gnld(knkgo 15 21/2-1. l'CA BAR. 6 fool bronclling height GU (%"',—o"Jr,n, o. k:c,ky('o1Tcc6cc ,3 21/2"to 3"Cal. OAB,6 fool I,T :,ng height Ph Iona.. nr,xro noalrian l'inc 14 6'tuTheight BAIL To 7Axxr rxxTJon6rli. :lrborrnac IS 0'., lui'm BAB Skrabs AA Arnrux,nhrrkJok.r ltnllrxmiaa. Brilliant C'hokeheny 31 24- Io 10' lkight BAD or C'ontairlcr CX ('nnrur.lurkarr Rad rwig IA•gw w J6 24.1. 30' Ileigln DAB or C'onluincr HA fl n....rurMrneruns ':Inrxr6nfk' A...h.Ilc llyJmngce 52 24" to 3 r" Ileighl B&B or Conv;blcr IG 11. elahr,r I#nru' Inkh. ; 34 24- m 3,' HI hl IV //n.r nnrllnillnnr WinlerbnnY 24 24"m t'"Ilcigbl BAD ar C'unlnin.r, l'.c llnnlr.ullivnr"ill, D.Idy pergrnuping K' Jnrrirynr.•'chimnmiv wn.4vgrnNll Xergent lun,rcr 54 IX'ta 2J"Il.igln BAll ar Canlnin�r Pit l'hiln•klylrav r•drhdh Minnewna Xnowll;J,. Alrak,n;ms`c 26 24'In 311"Ilcighl B&B ar C'r.mnincr. I'.a collicor' Minnc Anowllak: PM /'nunrx mnnlNxr bench Plum 16 24" m 3u" Ilcigl1l Bill ar Ca;nnincr RA NArr.. wramnxv r;n lm.• Fragrant Xunree bl 24-10 31'll.'iXln BAIJ or C'om.bwn Sit hbo-.n.0 M1nxed.le JnrMna lLnercr nmbony W,Ue ,,%piren IDN 24" to tD I Might DAD nr "' nninur SO lwrrplmrlrnrpwrVAnv C rnrno.n Snowlwm SD 24' w 3n H g111 BAIT r r Camnirl.•r TM 7nruvs nA•rba Ihnarftr— D, r.c XPrcaJing 1 cw .1 24" w 3D Ilcigla BAIT or Cr. r1ail,cr VC• I'lbu— cnvWxri(ke W,th,,M 1"KUr 34 24" to .30" Ilciglll I1A 11 or c'U'Wncr vines and Paranoias cIt L'anrpvLr mdlcorw T'IVIrlpmer<•Nncr n Xl comalmrp glut PV /'nrr/xnxx'issne qu.1-011kr Virginia C'mpn 11 Xl Conlainerll gall QIIC' Lot JII a� 2�—v _— ___ ,♦ 0 1 15 PH s TM ^Y 2 GB-_ 1XSB f 35] ' I 4PN 9`fl TYPICAL 100 W MH20 RA 42 JC 7 AF LUMINNRE 11 21 RA NC 14AA J• 11 I � � tAP „KJ I & _ —� L--r 11ICALCUTOFF LIGHT FIXTURE 7 IV 1 CID 7 HA 111801 ;,,,:. p BIKE - 11 CR h. ,',: A u• I•; �, s 1♦b y 111. 3 0B x35X' F.. TM V 1� \ I II II --RECEIVED ,AT THERAPEUTIGGARDEN TRELLIS I'sN EN7 RY FLGGR J HA :++}+ ' I'. \ 2f7 34r 'ME HOO 2 45LEv.9dg.o' SIC � � . _ - - . 1 _ � — y� /, APR i 2010 5TV 0.... � o 1GD � PROPOSED BUILDING sA " .� • \ .:; ^ City of So. Burlington 27,0009E 3!' SiRV L IG�ENJRANCE (POOTPf21NT) , ;a ,h a a - -- 71� SIN 1S'DIA. CONCRETE FOOTING IF LIGHT POLES ARE GREATER N TMSFRCMPAVEDAREASOR F1l-.Y. 32H N �. •` . , 13 G / " •: / AT LEAST 2 BEHIND THE CURB , THE FOOTING HEIGHT CAN BE TO6 ABOVE FINISHEDI x32d \� ;4", ' • ",,_'. • _ 2 GB - / - \ \ GRADE GO �\\ - ,2A0 •'�1L (/,1l 13TM QHC Lot#3 zr S 1335) '. IGAC �- x O G BN 0 * 55 PGOI BOOR ;: r a. / /. ,a/ - / •. * " * s � •. .. EIEV 328 P * I.,. 60. * s 20 HA 22 TM GOB vAL xw 0 3 - O — u'a — 5 0 0 ,_BG ,2 N 1, 7M1� 31GQ 19 CS\ _ - - — 1] VC \ n O \ — --- -- m p O a II 41 V A S _ SNARED USE PATH Larkin Parcel #2 OTHERS TREES By (TYP.) _ I L LEGEND E.IanNDDAT�aAaN anmim1N°aAE NOTE: LOCATIONS OF PROPOSED UTILITIES AND STREET TREES IDIIXTND _U.. 3mBANr fro EXt11TPJD LUNIw.mE ALONG QUARRY HILL ROAD OBTAINED FROM QUARRY HILL "'g'^'Pp1E SUBDIVISION PLANS BY LLEWELLYN-HOWLEY INC., DATED ExIXrmD aTwFEr3XEE 10.25-07 AND LAST REVISED 11-01-09 .. em ZSCUNouR l,N InDPosED FaIXHaXADE 0L Pp3EDGTGJXAXIN O1J ParnoXED luumuaE GRAPHIC SCALE ,1D IN eRL ) 1 inch = 30 IL 12' (; ..) PARKINGIRWWWAY LIGHT Z. mIa m 8 ImrxN_ .ra �raa rne.Irrr.no efi aLeNUAaru Ma ® Iwo LIGHTING L_ PROV DE2.00NDUITFOR ELECTRIC SERVICE PARKING LOT LUMINAIRE DETAIL NTs 4/1010 UTILITY & LANDSCAPING REVISIONS RD 2/17I10 SITE, UTILITY 1, LANDSCAPING REVISIONS RD 0 REV. PARKING LOT& LANDSCAPING GHK Dale Revision By These plans shall only be Used for the purpose shown below: O sketch/Conoco O Ad 250 Re,'im (] Prelttntnaty (] Construction Final local Re, I— Q Record Drawing Z Lodge at Quarry Hill No. 0 o' 7 Assisted Living Facility R"F Z 250 Quany Hill Road South Burlington, VT DC$ 9' L&D o LANDSCAPE & LIGHTING sha d ILLPLAN Date Nov. 2009 Z Scale Lamoureux & Dickinson 1 - 30, Consulting Engineers, Sheer nu d cr IJ MomMomDrive. FsxX, Vf 0545252 fN12-878-4450 r� 01 / L b —LDonginecring.Co. \ \ 'p \ Prfd \ ♦ I \ \ �� I I \ I 10 TO I i 7 PN 1 W I \ v, SNOW 0 \/ I STORAGE 1W K I g\ _ I 2AF 20P SNOW \•`\ / hl 1380 STORAGE \ \ 418B •/ QHC Lot #4 \ 41, :• W QIIC Lot#I 15 PH •20 RA.,o :- P 3AL 4AG- 2GB I, lase 1 PN TYPICAL too W W 20 RA 4 421C LUMINNRE 21 RA N Larkin Parcel #I • PLANT LIST Ley Bmmdcal Nione I Common Nmrfe Quanalry I Sirs I Remarks Tn. AF Amrxf IAwumn Blme' Freemen Maple 11 21/2'to 3'Cel. BAR, 6 foot branching height AC Ame/am/dercarwdana Serviceben5• 15 11/2'to r CA. B&B, Single Slam AO Amelanchkrxg..df— Apple Servicebeny 16 11/2-w PCd. B&B. 6 fo.t branching height AL Amelanchierla Allegheny Servkebeay 14 1In' to 2'Cel. B&B, 6 fool brmching height BN Belch nlgm HMtWo' Heritage River Bimh 33 1 1/2^ to 2^ C.I. BBB, Single St - OR Ghhgp hlkha Aumrm(Wd Autumn Gold Oinkgc 15 21/2'to 3'C9. B&B, 6 foot branching heighl PN p1m, Q. Austrian Pine 14 Is. T Heigh NAB TO Thµra omldmlaGs Arborvitae IS 6'f THeighl BAR UA Ulmus x'AccWada' Accolade Elm Il 21/N 10 3'Ca1. B&B. 6 loot bramhm,,Wghl shrubs AA AmnlaarbuXfolia'Bnfllamisnmo' Brilliant Chokebeny 31 24.1. 30' Hight B&B nr Cnmainm CS Commx_ Red Twig Dogwood K 24.10 30'Height BAD nr('—— HA Hwlron8eaarAonseem Anm6 ' Annabelle Hydrangea 52 24'10 30'Height Bee of C'unmuar 10 /kr 8(uAra Dema' Inkbeny 34 24'10 so -Height IV lke venlcll/am Winlmberry 24 24'w 30'H6SM B&11 nr Conlainen Uae lm.le eu11-,'lim Dandy per gmupine JC ✓..peon chlmruk—Smgeall Sargent Juniper 54 IS- 1024'Height BAD or Conlairmr PH Phawoph_ x Wrgimlls Mimmnta Snowflake Mockmalgeb22624'10 30'Wight MRurc.."iner, V.. cullivm' Mbmmola Snowflake' PM Prunue maaMm Beach Plum 24-1030-lkigbl B&B or ConmimrRA RAaa arvmmrcu (lro3w' Fngr.nlSumac 24-h,30.116tM R&B or ContainerSB Spl a DamWdaA hA Wax Anthony Wall, Spbea 24-1u 30' 1leighl B&Bur CnnYimrso Symplprf"a Afhm common Snowberty 24' b 30" Might B&B or ContainerTM 7,uuexmeMa 'Derv(( le D.. Speeding Yew 24' l0 30' Height BAD or C'oNain , d Vibummn 24- l0 30' Height BAR or Conl.mer Via. sad Pom-iah CR I ('mnpsls nehuot. I Tmmpelcla.per 11 1 el cool ner(I gal) I virgin:. cm I II I nl C'onl.ner(I gW) RI b ON �� ^I%BY '. j .�i�a ��'� � � y'B T��'�w.,, • VON ��,yt,.. '�� "�'.':^.,•:•..,•�„ �O",rr•��� . ��eV c '!.i��ciL�jy ��", `�11iA1^�y�� i��>�� �r r T'� 1 ��2�•�t11i7 ' ••�^• • • g� ' Illiii F la'��`' s _ � �, • t��®`: �� trio � III ��� IU �� ■ 0 V IV 4_ LEGEND ea wArFn 7E VAi Tat omrrla wATPn rrrosANr � P3pan o�wiNURg o�aar.glam�7T�E =_= C7oo mar�an BE. rBar�allae.l,w� ■ 6— /SHKORSO use PA'" Larkin Parcel #2 STREET TREES BY _r OTHERS(IYP.) - _ 1 t NOTE: LOCATIONS OF PROPOSED UTILITIES AND STREET TREES ALONG QUARRY HILL ROAD OBTAINED FROM QUARRY HILL SUBDIVISION PLANS BY LLEWELLYN-HOWLEY INC., DATED 10-25-07 AND LAST REVISED 11.01-09 Of GRAPHIC SCALE �~J�BIa,•�, ( IN FEET) +Is 1 inch = 30 rt AL 20 IB'gA. CONCRETE IFU(3H—SAREt7EATER FOOTING: THAN 5 FROM PAVEDAREAS OR AT LEAST 2 BEHIND THE CURB, THE FOOTING fEJGHf CAN BE REDUCED TO T ABOVE FINISHED 1 GRADE N ;r ' 1 PROVIDE 2 COt DUT FOR ELECTRIC SERVICE PARKING LOT LUMINAIRE DETAIL NTS 4/16110 REV. NOTES S DETAILS PER CITY COMMENTS GHK 4110110 UTILITY & LANDSCAPING REVISIONS RD 2/17110 SITE, UTILITY & LANDSCAPING REVISIONS RD 1/18/10 REV. PARKING LOT& LANDSCAPING GHK Date Rwfsion B3' These plans shall only be Used for the purpose drown below: o SketcNConcepl Act 250 Review Preliminary Cmismrcuon Final Local Relt Q Rlxord Drawing Lodge at Quarry Hill �Za7ct No Assisted Living Facility -n"cy 250 Quarry Hill Road South Burlington, VT DC6191 L&D LANDSCAPE & LIGHTING Drawn nth° kea PLAN RD Date N 0v.2009 Scale Lamoureux & Dickinson Consulting Engineers, Inc. I' = 30' sleet no lror 14 Morse Drive, Essex, Vr 05452 8M-878-0www. 450 LDenengiraxrirg.mm 2 or 6 }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a. ALL PLANTS THAT ARE TEMPORARILY STORED ON SITE UNTIL READY FOR INSTALLATION SHALL BE PROTECTED FROM THE SUN AND DRYING WINDS. ALL PLANT ROOT BALLS SHALL BE KEPT SHADED AND PROTECTED WITH SOIL, SHREDDED HARDWOOD MULCH OR OTHER ACCEPTABLE MATERIAL, AND REGULARLY WATERED. 9. PRIOR TO INSTALLATION OF LANDSCAPE PLANTINGS, CONTRACTOR SHALL DETERMINE WHERE EXISTING UNDERGROUND UTILITIES ARE LOCATED TO AVOID INTERFERENCE. 10. STREET TREES TO ARRIVE FROM NURSERY WITH A MINIMUM 6 FEET BETWEEN THE FINISH GRADE AND THE FIRST TREE BRANCH. 11. DO NOT PRUNE TREES OR SHRUBS EXCEPT FOR DEAD OR CRUSHED ROOTS AND DEAD OR INJURED BRANCHES. 12. EACH TREE, SHRUB, PERENNIAL AND VINE MUST BE PLANTED SUCH THAT THE ROOT FLARE AND MAIN ORDER ROOTS ARE VISIBLE AT THE TOP OF THE ROOT BALL. WHERE THE MAIN ORDER ROOTS ARE NOT VISIBLE, EXCESS SOIL SHALL BE REMOVED TO LOCATE THEM. PLANT TREES, SHRUBS, PERENNIALS AND VINES SO THAT THE MAIN ORDER ROOTS ARE AT FINISHED GRADE. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL OR MULCH. 13. EXAMINE ENTIRE TREE, SHRUB PERENNIAL AND VINE AND REMOVE ALL NURSERY TAGS, TREE WRAP, ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. 14. FOR ALL TREES AND SHRUBS' CUT AND REMOVE WIRE MESH BASKET. CUT AND REMOVE ROPE AND BURLAP WRAP FROM TOP 213 OF ROOTBALL AFTER PLACEMENT IN PLANTING PIT, LOOSEN REMAINING BURLAP TO ALLOW FOR ROOT DEVELOPMENT. IF THE TREE OR SHRUB HAS SYNTHETIC OR TREATED BURLAP, REMOVE IT ENTIRELY AFTER PLACING ROOT BALL IN PLANTING PIT, 15. BREAK APART EDGE OF EXCAVATION WITH SHOVEL AND BLEND LANDSCAPE PLANTING MIX WITH EXISTING SOIL TO PROVIDE SOIL TRANSITION. 16, TREE PIT AREA SHALL RAVE A MINIMUM 36' DEPTH OF LANDSCAPE PLANTMp MIX. SHRUB PLANTING PIT SHALL HAVE A 24' MINIMUM DEPTH. PERENNIAL AND VINE PLANTING PITS SHALL HAVE AN 18- MINIMUM LANDSCAPE PLANTING MIX DEPTH. ALL PLANTING PIT AREAS SHALL HAVE THE LANDSCAPE PLANTING MIX SPECIFIED BELOW. IT LANDSCAPE PLANTING MIX SHALL CONSIST OF THE FOLLOWING RATIO: 2I3 PARTS TOPSOIL7/3 PART COMPOST. LANDSCAPE PLANTING MIX TO BE TESTED AND APPROVED FOR QUALITY BY LANDSCAPE ARCHITECT PRIOR TO INSTALU-no". LANDSCAPE PLANTING MIX SHALL BE INSTALLED IN ALL PUNTING PIT AREAS PRIOR TO PUNT INSTALLATION. 18. STAKING SHALL BE REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONS AS DETERMINED BY THE LANDSCAPE ARCHITECT. STAKES SHALL BE REMOVED BY THE CONTRACTOR AT THE END OF THE WARRANTY PERIOD. 19. AFTER PLANTS HAVE BEEN INSTALLED, FERTILIZER AND MYCORRHIZAL FUNGI SHALL BE APPLIED. MYCORRHIZAL FUNGI SHALL BE APPLIED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. FERTILIZER SHALL BE A SLOW RELEASE VARIETY, CULTIVATED INTO THE TOP 2INCHES OF THE PUNTING PIT BED WITHIN 5 DAYS AFTER PLANTING. FERTILIZER RATES SHALL BE APPLIED BASED ON A SOIL TEST. THE FOLLOWING RATES SHALL BE APPROXIMATELY AS FOLLOWS: TREES: 32 OZRNCH OF CALIPER, SHRUBS AND EVERGREENS: 4 OZ/FOOT OF HEIGHT OR SPREAD. ALL FERTILIZER AND MYCORRHIZAL FUNGI SHALL MEET VTRANS SPECIFICATIONS #656 AND #755 AND BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 20. ONCE ALL LANDSCAPE PLANTINGS HAVE BEEN INSTALLED, PLACE A LIGHT LAYER OF SHREDDED HARDWOOD MULCH A MAXIMUM OF 2- THICK ON PUNTING BEDS. NO DYED MULCH WILL BE ACCEPTED. 21. WATER ALL TREES, SHRUBS, PERENNIALS AND VINES THOROUGHLY ONCE PLANTED TO PULL SOIL AGAINST ROOT BALL AND SETTLE AIR POCKETS. ADDITIONAL SOIL MAY BE NEEDED; WATER AGAIN TO ENSURE COMPLETE COMPACTION. RESET SETTLED PLANTS TO PROPER GRADE AND POSITION. RESTORE ADJACENT MATERIAL AND REMOVE DEAD MATERIAL. THERE SHALL BE NO BERM INSTALLED AROUND PLANTS. 22. THE MINIMUM WATERING INTERVAL DURING THE WARRANTY PERIOD SHALL BE TWICE WEEKLY TREES SHALL RECEIVE A MINIMUM OF 10 GALLONS AT EACH WATERING, SHRUBS A MINIMUM OF 5 GALLONS. AND PERENNIALS AND VINES A MINIMUM OF 3 GALLONS. 23. CORRECT WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND WEATHER PERMITS. 24. ALL LANDSCAPE PLANTS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE PLANTINGS AND SHALL INCLUDE PRUNING, CULTIVATING, WEEDING, WATERING, AND APPLICATION OF APPROPRIATE INSECTICIDES AND FUNGICIDES NECESSARY TO MAINTAIN PUNTS FREE OF INSECTS AND DISEASE UNTIL FINAL ACCEPTANCE. TREE PIT IMES THE BALL DIAMETER OR AS SHOWN ON THE PLANS URBAN STREET TREE DETAIL NA THE PLANS ,... A8 SHOWN ON 3 SHRUB PLANTING DETAIL NA MB TREE TRUNK CE ROOT BALL ON TAMPED LANDSCAPE NTING MIX OR UNDISTURBED SOIL PLUMB TREE TRUNKZ 2" THICK SHREDDED T�� ` HARDWOOD MULCH A MINIMUM PLACE ROOT BALL ON TAMPED v^ ; ^ OF 3" FROM TREE TRUNK LANDSCAPE BACKFILL MIX OR ^ UNDISTURBED SOIL CONCRETE CURB 2' THICK SHREDDED HARDWOOD MULCH A BITUMINOUS CONCRETE PAVEMENT MINIMUM OF 3' FROM TREE TRUNK LANDSCAPE PLANTING MIX LANDSCAPE PLANTING MIX UNDISTURBED SOIL UNDISTURBED SOIL I b -lil� N I t D PLANTING ISLANDS CON313TING OF TREES UW-WWW f - II -I -I AND SHRUBS IN THE PARKING LOT AND WIIIWIII III' III -III III-III-W III III -III -III -III -III --III I� H III -III III III DRIVEWAY ENTRANCE SURROUNDING THE-i Q 'rI=III- �I-r=IJJ--'rl JCL-�I=Q =�=III-T-�-T�_-- _ PORTECOCHERESHALL HAVE CONTINUOUS -Ill--III"'-Il TTI=ITI--I11-7I=1I7-Il-ITI=ITI=11=1ii-ITI-III---IT-T-.T_-' PLANTING PITS WITH A MINIMUM 36' DEPTH OF LANDSCAPE PLANTING MIX. PLANTING ISLAND WIDTH VARIES 2' THICK SHREDDED HARDWOOD MULCH A MINIMUM OF 2- FROM STEM LANDSCAPE PLANTING MIX UNDISTURBED SOIL BREAK APART EDGE OF EXCAVATION WITH SHOVEL AND BLEND LANDSCAPE PLANTING MIX WITH EXISTING SOIL TO PROVIDE SOIL TRANSIT ON PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL PERENNIAL, TYPICAL SPACING VARIES ` T THICK MULCH MU AMINIMOF I. FROM 8TFA19 LANDSCAPE PUNTING MIX L PERENNLLL PUNTING PR - SEE PI -AN FOR LOCATIONS - RR11 _Ij+_=- UNDISTURBED SDIL IX2 mu - VINE -III COMPACTED SUBGRADE AND PERENNIAL PLANTING DETAIL URBAN STREET TREE IN CURBED PLANTING ISLAND NTS TURF ESTABLISHMENT ALL DISTURBED AREAS THAT DO NOT HAVE AN IMPERVIOUS SURFACE SHALL BE STABILIZED WITH SEEDING AND MULCHING PRIOR TO OCTOBER 1. ANY WORK PERFORMED AFTER SEPTEMBER 15 OF EACH YEAR SHALL BE STABILIZED WITH MULCH OR NETTING SUFFICIENT TO PREVENT EROSION AND SHALL BE IMMEDIATELY SEEDED AND REMULCHED AS SOON AS WEATHER PERMITS IN THE SPRING. PLACEMENT OF TOPSOIL, AND THE APPLICATION OF SEED, FERTILIZER, LIME (WHERE APPLICABLE), AND MULCH SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1. A MINIMUM OF 4' OF APPROVED TOPSOIL SHALL BE PLACED IN ALL AREAS. PLACEMENT OF TOPSOIL SHALL NOT BE DONE WHEN THE GROUND OR TOPSOIL IS FROZEN, EXCESSIVELY WET, OR OTHERWISE IN A CONDITION DETRIMENTALTO THE WORK. FOLLOWING PLACEMENT OF TOPSOIL, THE SURFACE SHALL BE RAKED. ALL STONES, LUMPS, ROOTS, OR OTHER 08JECTIONAL MATERIAL SHALL BE REMOVED. 2. SEED MIXTURES SHALL CONFORM TO THE SEED MIX TABLES SHOWN ON THIS SHEET AND BE SPREAD UNIFORMLY IN ALL AREAS INDICATED ON THE PLANS AT THE SPECIFIED RATE. FOR SEEDING BETWEEN SEPTEMBER 1 AND OCTOBER 1, WINTER RYE SHALL BE OVERSEEDED AT AN APPLICATION RATE OF 120 POUNDS PER ACRE. 3. FERTILIZER SHALL CONFORM TO THE STANDARDS OF THE ASSOCIATION OF OFFICIAL AGRICULTURAL CHEMISTS AND BE APPLIED BASED UPON SOIL DEFICIENCIES. LIME SHALL ONLY BE APPLIED AS NEEDED BASED UPON A SOIL PH TEST. 4, WITHIN 24 HOURS OF APPLICATION OF SEED, FERTILIZER AND LIME, THE SURFACE SHALL BE MULCHED WITH A HAY MULCH. MULCH SHALL BE SPREAD UNIFORMLY OVER THE AREA AT A MINIMUM RATE OF 2 TONS PER ACRE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A FULL GROWTH OF GRASS IN ALL DISTURBED AREAS TO BE RE -VEGETATED. VEGETATION GROWTH SHALL BE PERMANENT AND SUFFICIENT TO PREVENT EROSION OF THE UNDERLYING SOIL UNDER ALL CONDITIONS OF PRECIPITATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND CARING FOR SEEDED, MULCHED. AND AREAS OF ESTABLISHED VEGETATION UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER. EROSION CONTROL SEED MIXTURE SPICES VARIETY LBACRES PER LBS PER I,. SF CREEPING RED FESCUE EneNvo 20 1/2 SMOOTH BROMEGRASS Swotoge/Be11w 15 1/3 PERENNIAL RYEGRASS Penn One 10 1/4 BIRDSFOOT TREFOIL V11,119 10 1/4 TOTAL 1 55 1-I/3 OF �P I, or `P,ST ALL URBAN MIX GRASS SEED LBS.R LIVE SEED % BY WEIGHT PER ACRE TYPE OF SEED 37.5 45 CREEPING RED FESCUE 31.E 37.5 KENTUCKY BLUEGRASS WIRER HARDY, PERENNIAL 31.E 37S RYE IDO 1 M 0 LIVE SEED PER ACRE 1 4/16/10 1 REV. NOTES & DETAILS PER CITY COMMENTS I GHK 1 T h= plans shall only be used for the purpose Shown below: 0 Sketch/Concept O Act250 Review Q Prehrairary CmLMlction Fhlal Local Review Record Drawing Z= Lodge Quarry Hill o o�egND. at Assisted Living Facility T~i,J 250 Quarry Hill Road South Burlington, VT DETAILS & SPECIFICATIONS LANDSCAPING inLamoureux & Dickinson Consulting Engineers, VC VI7 0 Inc. 14 MomDrive. Essex. 5452 802-878-4450 www.LDengineering.com Pzm 6 6 Landscape Review 3/29/10 Lodge at Quarry Hill Lamoroux and Dickinson The plans look good, my only suggestion is that parking lot islands be constructed with continuous planting pits utilizing the landscape planting mix to a depth of 36 inches 4/16/10 • Need Planting Details for trees and shrubs(may be in sheets I don't have) • Parking lot islands — where trees are being planted, entire island should be filled with planting mix specified for backfilling of individual trees to maximize soil volume to support tree growth • If a consistent size is desired, a cultivar of Freeman Maple should be specified • May want to reconsider use of Kentucky Coffee Tree. While I like the tree I've found the general public isn't fond of it • River Birch -Need to clarify whether trees are being purchased as clumps or as individual trees planted in groups of 3 to form a clump(significant cost difference) • Amelanchier canadensis- Same comment as for River Birch Permit Number SDOq - CITY OF SOUTH BURLINGTON APPLICATION FOR PRELIMINARY SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Cupola Golf Course, Inc. c/o Ralph Deslauriers Jr. 2543 East Main St. Richmond, VT 05477 Phone: 802-434-4900 2) LOCATION OF LAST RECORDED DEED (Book and page #) Volume 759, Page 235 3) APPLICANT (Name, mailing address, phone and fax #) Bullrock Corporation 2517 Shelburne Rd. Ste. 1, Shelburne, VT 05482 Office:802-985-1460 Fax:802-862-0086 4) CONTACT PERSON (Name, mailing address, phone and fax #) Andy Thomas 2517 Shelburne Rd. Ste 1, Shelburne, VT 05482 Office: 802-985-1460 Cell: 802-999-3377 Fax: 802-862-0086 Doug Moses 2517 Shelburne Rd. Ste 1, Shelburne, VT 05482 Office: 802-985-1460 Cell: 802-999-1561 Fax: 802-862-0086 5) PROJECT STREET ADDRESS: 250 Quarry Hill Road 6) TAX PARCEL ID # 1420-00250 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) None b) Proposed Uses on property (include description and size of each new use and existing uses to remain) We are proposing to construct a 100 unit Assisted Living Facility with a building footprint of 27,000SF c) Total building square footage on property (proposed buildings and existing buildings to remain) 108,900 SF d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Based on current design our building would require a height waiver. The roof will be a flat roof and the height above average existing grade is 42'-6" (+7'-6"). The building will have 4 floors and a basement. e) Number of residential units (if applicable, new units and existing units to remain) 80 Assited Living units and 20 Memory Care units totaling 100 units f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Ten office employees and 100 non office employees totaling 110 emplovees working in a 24 hour shift and a 15 passenger bus. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Applicant is currently investigating a shared parking agreement in order to fulfill the City's parking requirements. Applicant also intends to submit for the 25% parking waiver. h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: None 8) LOT COVERAGE a) Building: Existing 0% Proposed 22.4% b) Overall (building, parking, outside storage, etc) Existing 0% Proposed 51.2% c) Front yard (along each street) Existing 0"/o Proposed 9% 9) COST ESTIMATES a) Building (including interior renovations): $ 13,500,000 b) Landscaping: $150,000 c) Other site improvements (please list with cost): None 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): 266 Trips b) A.M. Peak hour for entire property (in and out): 17 Trips c) P.M. Peak hour for entire property (In and out): 26 Trips 11) PEAK HOURS OF OPERATION: 8:OOam — 6:OOpm 12) PEAK DAYS OF OPERATION: 365 Days 13) ESTIMATED PROJECT COMPLETION DATE: 2010 - Permit and Financing 2011-2012- Construction 2013- Occupancy 14) PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. See Attached 15) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application (see Exhibit A). I hereby certify that 11 the information requested as part of this application has been submitted and is accurAte to the pep f}ny knowledge. II VA Do not write below this line DATE OF SUBMISSION: 6 I have reviewed this preliminary plat application and find it to be: 4/complete ❑ ❑ Incomplete Dir�Etor'Sf Planning & Zoning or Designee Date EXHIBIT A PRELIMINARY PLAT DEVELOPMENT REVIEW BOARD 6 APRIL 2010 PAGE 4 said it is fairly congested as it is. Mr. Belair said there could be no condition regarding access now and then deal with it when there is a plan for a building on that lot. Mr. Pollack noted there is also a statement that lot #3 will likely not see any further development. He said this is not true. Mr. Wamsganz said there is plenty of room for development. Ms. LaRose noted that the Rec Path Committee is OK with the plan at this point. Ms Quimby moved to approve Preliminary & Final Plat Application #SD-10-09 of Burlington Properties Limited Partnership subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 8. Sketch Plan Application #SD-10-13 of University of Vermont to construct a 275' x 600' track (only a portion of which is located in South Burlington, 147 Spear Street: Ms. Ravin said they were permitted for this 4-5 years ago, but it was never built and the permit has expired. The plan is the same except that storm water has been routed into the City of Burlington. Mr. Belair said staff has no issues. 9. F- al Plat Application #SD-10-07 of Bullrock Corporation to amend a p i approved planned unit development consisting of five multi -family dwellings for a total of 160 units and a 40-unit congregate housing facility. L The amendment consists of constructing a 100-unit assisted living facility, 250 Quarry Hill Road: - i Ms. LaRose distributed comments from the Public Works and Fire Departments and a traffic memorandum. Mr. Thomas reviewed the history of the project. He noted that one of the main issues still open was landscaping, He said they now show adherence to the landscaping regulations. Ms. Henderson -King gave members the revised landscaping plan. She noted that in the previous plan they didn't meet requirements for plantings. She also noted that there are restrictions against tall trees. She also noted that the parking lot is landscaped as well as they can get it. They have added the following: 1. Increased shrubbery on the north side 2. More trees on the east side 3. Increased size of some plantings DEVELOPMENT REVIEW BOARD 6 APRIL 2010 PAGE 5 4. A memory garden/therapeutic garden between the parking lot and lower level Ms. Henderson -King noted they have $146,000 in landscaping. She noted that they feel perennials and vines are an intricate part of the landscaping and they feel they meet the requirement. Mr. Belair said that if the Board allows the "non-traditional" things, the applicant meets the requirement. Ms. LaRose said she would like staff to see a plan for the Memory Garden. Ms. Henderson -King said they can provide something. Mr. Birmingham suggested they present photos of a garden from another of their similar projects. Mr. Thomas said they can provide that. Mr. Thomas testified that what is shown on the plans is what they will build. Ms. LaRose noted that no traffic mitigation is needed, but the applicant must pay impact fees. Ms. Dooley said it is hard to accept that traffic at the jug handle has improved Members agreed to continue the application for details of the garden. Ms. Quimby moved to continue Final Plat Application #SD-10-07 of Bullrock Corporation until 20 April 2010. Mr Farley seconded, Motion passed unanimously. 10. Continued Sketch Plan Application #SD-09-42 of Gary Farrell et al for a planned unit development on a 26.1 acre parcel developed with two single family dwellings. The proposal consists of. 1) razing one single family dwelling, 2) constructing 29 single family dwellings, and 3) constructing 22 two-family dwellings, 1302, 1340 and 1350 Spear Street: Mr. Dinklage asked Mr. Conner to explain TDRs and the constraints to which the DRB is held. Mr. Conner explained how the DRB looks at standards. He stressed that the Board's primary responsibility is to uphold due process rights and the "certainty of regulations." He said the DRB's job is to review how and whether an application meets the regulations. With regard to density, Mr. Conner explained that density is a cap that cannot be exceeded. He also outlined some of the criteria which determine the "carrying capacity" of a piece of land including: wetlands, length of cul de sacs, open space, orientation of buildings, heights of buildings, etc. With regard to TDRs, Mr. Conner said there is one standard in the regulations: Density can be up to 4 units per acre if the applicant has proved that the sending areas have been sufficiently encumbered to the satisfaction of the City Attorney. Anything other than that MAILING ADDRESS 1 Ma. 0 / Interested Persons Record and Servic -- M, e List V f A 0 VT Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested ,persons to the appellant in five wor in days. 24 V.S.A. § 4471(c). HEARING DATE: PLEASE PRINT CLEARLY.f NAME � -� J-,� L � �4)xj PROJECT Or INTEREST 0v M fit le < etc U M A-Z Interested Persons Record and Service List southh Iingtoll HERF.dDNT Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: PLEASE PRINT CLEARLY! NAME 6. ZH� A!1!A11 Min wmnn ^e r(xl>-JCIi 1 yr 11V 1 tKt51 ,J ����✓7Jo %t-S S� ��tl � (Lk y 1U Z5v� �� 3 r s*� Interested Persons Record and Service List oil FF M0 NT Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: Oq-- OV. ( L9 PLEASE PRINT CLEARLY! NA .'! E� P.•/� z1G� r,%%.4FJL%.i i yr nV 1 CKtS 4) r} l.c� -- `-tee PE rjcl r I f�-. �O 6, f ( — �� 6t 9k) 's" S' Vo s INA spn-'�� . 1... ,. v c 5P Zoo 1i N�s-t-_7- V� � n " r 0repo e7- LL+ T7 OCIC— l� G Es!� x, L! S ;Z SO V Interested Persons Record and Service List south r'H11�ton, VC RM D14T Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 VV]..S.A. § 4471(c). HEARING DATE: _ AMC 6_ "r6I D PLEASE PRINT CLEARLY. NA YlE MAILING ADDRESS PROJECT OF INTEREST :5" ° VT ICC sAw)c C'RE-') S® 13c)rZZja6. J . o 75�o c' U VM k'EV)N (!UD(z'�C� ZnS Ft.-/N,1-1 AvGvJLAC- s tA rta z, A !Av W TfZA CJ14' Pam' 1AjSC..Pq-j- a® tAL—A—KA5i—r�� ��� �t /o6 �e lVAs Interested Persons Record and Service List �:'f.fiSd CN1 Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of.notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: PLEASE PRINT CLEARLY! Ki A nn E: A.�nAI- I iIAHI W(-- Ai MDr:C� non �rr+� �.- �.�T.- IVAU9'� - — - -- • v • V1 Is% I LI\L_aJ 1 NNA P ® 6v x 3 `7 Y-1 12VG 4' u Lr L %20 � w i The Lodge at Quarry Hill Landscape Estimate of Probable Cost - Updated Prepared by Gail Henderson -King, ASLA, Landscape Architect April 6, 2010 Item Size Unit Cost' Quantity Subtotal Trees A cer x 'freemanii' Freeman Maple 3 112" to 4" Cal. $1,200 6 $7,200 Amelanchier canadensis Serviceberry 2 1/2" - 3" Cal $750 21 $15,750 Amelanchier x grandiflora Apple Serviceberry 2 1/2" - 3" Cal $750 4 $3,000 Amelanchier laevis Allegheny Serviceberry 2 1/2" - 3" Cal $750 14 $10,500 Betula nigra 'Heritage' Heritage River Birch 2 1/2" - 3" Cal $1,000 18 $18,000 Ginkgo biloba 'Autumn Gold' Autumn Gold Ginkgo 3 112" to 4" Cal $1,200 10 $12,000 Gymnocladis dioicus Kentucky Coffeetree 3 1/2" to 4" Cal $1,200 4 $4,800 Pinus nigra Austrian Pine 7' to 8' Height $550 20 $11,000 Thuja occidentalis Arborvitae 6' to 7' Height $400 11 $4,400 Shrubs Aronia arbutifolia 'Brilliantissima' Brilliant Chokecherry 30" to 36" Height $90 34 $3,060 Cornus sericea Red Twig Dogwood 30" to 36" Height $95 14 $1,330 Ilex verticillata Winterberry 30" to 36" Height $110 28 $3,080 Juniperus chinensis var. Sargentii Sargent Juniper 24" to 30" Height $75 54 $4,050 Philadelphus x virginalis 'Minnesota Snowflake' Minnesota Snowflake Mockoran a 30" to 36" Height $90 11 $990 Prunus maritima Beach Plum 30" to 36" Height $80 11 $880 Rhus aromatica 'Gro-Low' Fragrant Sumac 24" to 30" Height $75 29 $2,175 ta x bumalda Anthony Water Waterer' Anthonyaterer S irea y p 24" to 30" Height 9 $75 94 $7,050 Symphoricarpos albus Common Snowberry 30" to 36" Height $90 26 $2,340 Viburnum cassinoides Witherod Viburnum 30" to 36" Height $90 11 $990 Vines and Perennials Campis radicans Trumpetcreeper #1 Cont (1 gal) $45 11 $495 Hemerocallis spp. Daylily #SP5 Cont $20 70 $1,400 Parthenocissus quinquefolia Virginia Creeper #1 Cont (1 gal) $45 11 $495 Rudbeckia fulgida 'Goldsturm' Goldsturm Black Eyed Susan #1 Cont (1 gal) $20 58 $1,160 Other Landscape Elements Memory Care Therapeudic Garden: Trellis $10,000 1 $10,000 Plantings (Raised Beds of shrubs and perennials) and Terrace $15,000 1 $15,000 Water Fountain Feature $5,000 1 $5,000 Total Estimate: $146,145 Unit costs reflect average of recent bids and available plant material costs. These costs also include the cost of the plant plus installation and 3 year maintenance. The Lodge at Quarry Hill Landscape Estimate of Probable Cost - Updated Prepared by Gail Henderson -King, ASLA, Landscape Architect April 6, 2010 Item Size Unit Cost* Quantity Subtotal Trees Acerx 'fE i' Freeman Maple 3 1/2" to 4" Cal. $1,200 6 $7,200 Amelancadensis Serviceberry 2 1/2" - 3" Cal $750 21 $15,750 Amelancrandiflora Apple Serviceberry 2 1/2" - 3" Cal $750 4 $3,000 Amelancvis Allegheny Serviceberry 2 1/2" - 3" Cal $750 14 $10,500 Betula niitage' Heritage River Birch 2 1/2" - 3" Cal $1,000 18 $18,000 Ginkgo butumn Gold' Autumn Gold Ginkgo 3 1/2" to 4" Cal $1,200 10 $12,000 Gymnoclicus Kentucky Coffeetree 3 1/2" to 4" Cal $1,200 4 $4,800 Pinus nigAustrian Pine 7' to 8' Height $550 20 $11,000 Thuja ocs Arborvitae 6' to 7' Height $400 11 $4,400 Shrubs Aronia arbutifolia �Brilliantissima' Brilliant Chokecherry 30" to 36" Height 1 $90 1 34 $3,060 Mea i wig uogw000 30" to 36" Height $95 14 $1,330 Ilex verticillata Winterberry 30" to 36" Height $110 28 $3,080 Juniperus chinensis var. Sargentii Sargent Juniper 24" to 30" Height $75 54 $4,050 Philadelphus x virginalis 'Minnesota Snowflake' Minnesota Snowflake Mockorange 30" to 36" Height $90 11 $990 Prunus maritima Beach Plum 30" to 36" Height $80 11 $880 Rhus aromatics 'Gro-Low' Fragrant Sumac 24" to 30" Height $75 29 $2,175 Spiraea x bumalda Anthony Waterer' Anthony Waterer Spirea 24" to 30" Height $75 94 $7,050 Symphoricarpos albus Common Snowberry 30" to 36" Height $90 26 $2,340 Viburnum cassinoides Witherod Viburnum 30" to 36" Height $90 11 $990 Vines and Perennials Campis radicans Trumpetcreeper #1 Cont (1 gal) $45 11 $495 Hemerocallis spp. Daylily #SP5 Cont $20 70 11 $1,400 TAQri PArthanncicciic rminnuAfnlin \/irninin (rconnr $1 (`nn+ !1 nnh 4:dri West side of St. Paul 04/07/10 nlcal Services a grid layout at 45 foot which alleges that you you may not be able to Bay Drive, Colchester, Street beginning 30 feet intervals within a 32+/- have breached the terms bring them up at all. Vermont. north o(fherry Street Material in [Brackets] Adopted 2/18/2010: Pub- acre property located off of a Promissory Note and Even if you have insur- Defendants, andcontinuing north for delete. Iished 03117/10;Effective the end of Dubois Drive Mortgage Deed dated ance and the insurance t effective from Material underlined add. 04/07/10 in South Burlington. July T7, 2002. Plaintiffs company will defend S a In 5a m.m6om Mpndav action may effect your you, you must still file thr0ug In Friday. CITY OF BURLINGTON Material In [Brackets] VESCO has submitted Interest in the property any Counterclaims you NOTICE OF SALE TRAFFIC REGULATIONS delete. plans for the construe- described in the Land may have. (12) through(191 As Material underlined add. tion of an electric Records of the Town of Byvirtueand Inexecu- 5)Mary HenrickAloi/ 'Written The following traffic generation/transmission Milton at Volume 245, 7. LEGAL ASSISTANCE. bon of the Power of Sale LJC Inc regulations are hereby PUBLIC HEARING facility in advance of its Page 43. The Complaint You may wish to get contained in a certain Establish open air (b) As Written enacted by the Public SOUTH BURLINGTON submission ofan ap- also seeks reliefon legal help from a lawyer. Mortgage Deed dated market on the second Works Commission as DEVELOPMENT REVIEW plication for a certificate the Promissory Note If you cannot afford a July 7, 2005 from Robert and fourth Sundays, Adopted this I8th day amendments to Ap- BOARD of public good from the executed by you. A copy lawyer, you should ask K. Bain and Dawn M. May through September. of February 2010 by the pendix C, Motor Vehicles, Vermont Public Service of the Complaint is on the court clerk for in- Bain to Mortgage 10:00am Board of Public Works and the City of Burling- The South Burlington Board. file and may be obtained formation about places Electronic Registration to 3:00pm. Commissioners: tons Code of Ordinances: Development Review at the Office of the Clerk where you can get free Systems, Inc.(MERS), as BOam will hold a public The purpose of the Pub- of the Superior Court for legal help. Even if you Nominee for Flexpoint 4.10-068SCU; 142.144 Attest Norman Baldwin, Sec. 7. No -Parking Areas. hearing in the South lic Hearing will be to pro. the County of Chitten- cannot get legal help, Funding Corporation. North Champlain P"E' Burlington City Hall vide public input to the den. State of Vermont. you must Still give the Said Mortgage Deed Avenue(NMU, Ward 3) Assistant Director -Tech- No person shall park any Conference Room, 575 Planning Commission court a written Answer was recorded on July SINS LLC nical Services vehicle at any time in Dorset Street South as It prepares written 3. YOU MUST REPLY to protect your rights or 13.2005 in Volume 530. Demolition of fire dam- the following locations: Burlington. Vermont on recommendation to the WITHIN 41 DAYS TO you may lose the case. Pages 556.573 of the aged building. Adopted 2/18/2010: Pub- Tuesday, April 6, 2010 at Public Service Board. PROTECT YOUR RIGHTS. Town of Colchester Land Iished 03117/10: Effective (1) through(102) As 7:30 P.M. to consider the You must give or mail ORDER Records. The subject S. 10.0678VR: 617 River- 04/07/10 Written following: Pursuant to 24 VSA the Plaintiffa written Promissory Note and side (NMU, Ward 2) Com- §4413, electric hansmiss response called an An- The Affidavit duly fled Mortgage were as- munity Health Center of Material in (Brackets) (103) lResefved.[ Oil 1. Final plat application sion and generation swer within 41 days after In this action shows that signed from Mortgage Burlington tlelete. th none h<ide offherry #SD-10.07 of Bullrock facilities regulated under the date on whichthis service cannot be made Electronic Registration Request for Variance Material underlined add. Street for a distance of Corporation to amend 30 VSA§248 are not Summons was first pub- with due diligence by Systems, Inc.(MERS), as from height require. 30 feet west of St ao a Previously approved regulated by municipal Iished, which is March any of the methods pro- Nominee for Flexpoint ments from 35ft to 40ft CITY OF BURLINGTON Street planned unit develop. zoning or Subdivision 10. 2010. You must send vided in Rules 4(d)-(q, Funding Corporation to TRAFFIC REGULATIONS ment consisting of regulations. a copy of your answer to (k), or (1) of the Vermont Deutsche Bank Trust Plans may be viewed (104)[Reserved] On the. five(5)multi-family the Plaintiffor the Plain. Rules of Civil Proce- Company Americas. f/k/a In the Planning and The following traffic w n�ied obi Sty dwellings for a total of Copies of the plans tiffs attorney, Joshua dine. Accordingly. it is Bankers Trust Company, Zoning office, (city regulations are hereby Street for a distance of 160 units and a 40 unit are available for public B. Lobe, located at 30 ORDERED that service of asTrustee and Custo- Ha11,149Church Street enacted bythe Public 30feet north afrhPrry congregate housing inspection at the South Kimball Avenue,Suite the Summons set forth dian for IRIS 2005-HE3. Burlington), between the Works Commission as Street. facility. The amendment Burlington City Hall. 306. South Burlington, above shall be made by Saxon Mortgage Ser- hours of 8:00 a.m. and amendments to Ap. consists of constructing VT OS403. You must also upon the defendant vices, Inc., f/k/a Meritech 4:30 p.m. pendix C. Motor Vehicles. (105) through(288) As a 100 unit assisted living March 17,2010 give or mail your Answer Letitia M. Carstensen, by Mortgage Services, Inc., and the City of Burling- Written facility ZED ouarry Hill to the Court located at publication as provided as its Attorney -In -Fact This may not be the final tons Code of Ord 1hances: Road. STATE OF VERMONT 175 Main Street, Burling- in Rulelsl[4(d)(1) and] by Assignment dated order in which items will (289)[On the north side CHITTENDEN COUNTY, ton, Vermont 4(g) of those Rules. February 12,2008 and be heard at the meeting. Sec. 9. Fifteen -Minute of Cherry Street, for 2. Preliminary and Mal SS. recorded on February Please view the final Parking, a distance of 110 feet plat application*S0.10- CHITTENDEN SUPERIOR 4. YOU MUST RESPOND This order shall be 22,2008 in Volume Agenda, opposite me entrance 09 of Burlington Proper- COURT TO EACH CLAIM. The published once aping Town ofthe Itwww.ci.burlington. (a) No person shall park to Burlington Square ties Limited Partnership DOCKET N0. 51444-09 Answer is your written fart for2weeks beginning of Colchester Town of Colchester land vt.us/planning/drb or a vehicle longer than parking garage.] On the to subdivide a 77.6 acre CnC response to the Plain- on March 10, 2010 in the Records. posted on me Planning fifteen (15) minutes, be. south side of Cherry parcel developed with tiffs Complaint In your Seven Days, a newspaper and Zoning Office notice tween the hours of 8:00 Street at a light manufacturing Chase Home Finance, Answer you must state of general circulation in The undersigned board one week before a.m. and 10:00 p.m., the aIn the facility into four(4) lots LLC, whether you agree or Chlttenden County, and represents the present the hearing for the spe- Sundays and holidays Lakeview Parking Garage ranging in size from 4.93 Plaintiff disagree with each para- a copy ofthis summons holder for breach of cific order in which items excepted in the follow. and continuing cast for acres to 38.55 acres, 85 v. graph the Complaint. 8 P P and order as published the conditions of said will be heard, mg areas: 40 feet. Meadowland Drive. Dean M. Carstensen, Ifyou believe the Plain- shall be mailed to the Mortgage and for the Letitia M. Carstensen, tiff should not be given defendant. Letitia M. purpose offoreclosing CITY OF BURLINGTON (1) through (25) AS (290) through (349) As John Dinklage, Chairman Wells Fargo Bank, N.A., everything askep for in Carstensen, If an address the same which will be TRAFFIC REGULATIONS Written Written South Burlington Devel- General Motors Accep- the Complaint you must Is known. sold at Public Auction c opment Review Board [ance Corp.. say so in your Answer. at 1:00 o'clock PM, on 5 The following traffic (26) [Reserved.] On the 1350) lReserved.l OO. and Occupants residing Dated at Burlington, the 9th day o(Apr1I, A.D. regulations are hereby east side of North Cham- the north side of Cherry Copies of the applica. at ll Roberts Court f/k/a 5. YOU WILL LOSE YOUR Vermont this 24th day of 2010. at the subject oplain enacted by the Public Street begins Street beginning at the dons are available for Lot 15. Milton, Vermont CASE IF YOU DO, February, 2010. ry. premises of 318 Eagle 8 Works Commission as 25 feet south of North easternmost driveway public inspection at the Defendants GIVE YOUR WRITTEN Bay Drive, Colchester, WStreet amendments to Ap- and continuing to Cathedral Snuare South Burlington City 8 Y ANSWER TO COURT. TH E Hon. Helen Toor Vermont, all and singular pendixC Motor Vehicles, South 20f and con['m4ng Past Hall. SUMMONS FOR If you do not Answer Y Presiding Judge 8 8 the remises described P and the City of Burling- 60 feet. PUBLICATION within 41 days after Chlttenden Superior In said mortgage will be ton's.Code of Ordinances: (27) through (126) As March 17, 2010 the date on which this Court sold as a whole. Written (351) through (367) As THIS SUMMONS IS Summons was first Sec. 16. Bus stop. Written PUBLIC HEARING DIRECTED TO: Letitia M. published and file it with STATE OF VERMONT To wit: (b) No person shall park SOUTH BURLINGTON Carstensen the Court you will lose CHITTENDEN COUNTY, -Beingallandthe same 4 c (a) The following spaces any vehicle, at any time, (368) IReserved.1 OO. PLANNING COMMISSION this case. You will not SS. land and remises P r are hereby designated as longer than 15 minutes the east side of North 1. YOU ARE BEING SUED. get to tell your site Of CHITTENDEN SUPERIOR conveyed to Robert K. M bus stops. at the following loco- Champlain Street bed Pursuant to 30 VSA The Plaintiffhas started the story, and the Court COURT Bain and Dawn M. Bain bons: ning at North Street and §248(f), the South a lawsuit against you. may decide against you DOCKET NO. SZ78-08 by Warranty Deed of (1) As Written cont inu ng south for Burlington Planning A copy of the Plaintiffs and award the Plaintiff CnC Thomas J. Hergenrother (1) though(28) As 25 feet. Commission will hold Complaint against you everything asked for in and Rachel O.Hergen- wt 2 () [Reserved.1 On the Written a public hearing in the is on file and may be the complaint Deutsche Bank Trust rather dated 22 August 8 a north Side of Cherry (369) through 1506J As SouthBurlington City obtained at the office of Company Americas f/k/a 7991 and recorded in = Street beginning 30 feet Adopted this 18th day Written Hall Conference Room, the clerk of this court, 6. YOU MUST MAKE ANY Bankers Trust Company, Volume 183, Page 403 of W west of 5[ Pa m of February 2010 by the 575 Dorset Street South Chittenden Superior CLAIMS AGAINST THE as Trustee and Custo- the Land Records of the and continuing west for Board fPublic Works Adopted this 18th day Burlington, Vermont on Court 175 Main Street, PLAINTIFF IN YOUR RE. than for l%IS 2005-HE3,. Town of Colchester. 80 feet effective from Commissioners: of February 2010 by the Tuesday. March 23, 2010 Burlington, Vermont. PLY. Your Answer must by Saxon Mortgage Sal- `A lot ofland with all Sam to6'm mto6pmMon"' Board of Public Works ' at 7:30 P.M. to consider Do not throw this paper state any related legal vices, Inc, f/k/a Meritech buildings thereon situ - through Fr day Attest Norman Baldwin, Commissioners: thefollowing: away. It is an official claims you have against Mortgage Services, Inc., ated on the easterly side RE. paper that affects your the Plaintiff Your claims as its Attorney -in -Fact, of Eagle Park Drive. so - w (3) through (IQ J As Assistant Director -Tech- Attest Norman Baldwin. 1. VESCO Proposed South rights. against the Plaintiff are Plaintiff, called, the newt erected Y VM Written nical Services P.E. Burlington Solar Farm called Counterclaims. y dwelling house on said Assistant Director -Tech- proposal to consist of 2. PLAINTIFFS CLAIM. Ifyou do not make Robert K. Bain and Dawn lot being known and des- (11)(Reservetl.7 On the Adopted 2/18/2010; Pub- 498+/-AIISun Solar Plaintiffs claim is a your Counterclaims in M. Bain, and An Other Y I nated as No. 35 Eagle 8 g fished 03/17/10; Effective Tracker solar panels in Complaint in Foreclosure writing In your answer Occupants of 318 Eagle Park Drive, said land hay. southburlington PLANNING & ZONING Permit Number SD- 10 - I/ V APPLICATION FOR SUBDIVISION PLAT REVIEW Final PUD Being Requested? ❑ No a A L 6 All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Cupola Golf Course, Inc. c/o Ralph Deslauriers Jr. 2543 East Main St. Richmond, VT 05477 Phone: 802-434-4900 2. LOCATION OF LAST RECORDED DEED (Book and page #) Volume 759, Page 235 3. APPLICANT (Name, mailing address, phone and fax#) Bullrock Corporation 2517 Shelburne Rd. Ste. 1, Shelburne, VT 05482 Office:802-985-1460 Fax:802-862-0086 4. CONTACT PERSON (Name, mailing address, phone and fax #) Andy Thomas 2517 Shelburne Rd. Ste 1, Shelburne, VT 05482 Office: 802-985-1460 Cell: 802-999-3377 Fax: 802-862-0086 a. Contact email address: andy(ED-bullrockcorp.com 5. PROJECT STREET ADDRESS: 250 Quarry Hill Road 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 1420-00250 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): We are proposing to construct a 100 unit Assisted Living Facility on QHC Lot #4 of the approved Quarry Hill Club PUD. Currently this site is undeveloped in any way. We are proposing to utilize the infrastructure that is being installed for the complete PUD build out. b. Existing Uses on Property (including description and size of each separate use): None c. Proposed Uses on property (include description and size of each new use and existing uses to remain): We are proposing to construct a 100 unit Assisted Living Facility with a building footprint of approx: 27,770SF d. Total building square footage on property (proposed buildings and existing buildings to remain): 108,900 SF e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Based on current design our building would NOT require a height waiver. The roof will be a peaked roof and the height above average existing grade is 39'-11". The building will have 4 floors and a basement. f. Number of residential units (if applicable, new units and existing units to remain): 80 Assited Living units and 20 Memory Care units totaling 100 units g. Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Ten office employees and 100 non office employees totaling 110 employees working in a 24 hour shift and a 15 passenger bus. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): N/A. i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. N/A. 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) E. Size of Parcel: 2.71acres / 118,172sf (acres /sq. ft.) ❑. Building Coverage: Existing 0 square feet 0 % Proposed _27,770 square feet 23.5 % c. Overall Coverage (building, parking, outside storage, etc): Existing _0 square feet 0 % Proposed _57,667 square feet 48.8 % d. Front Yard Coverage(s) (commercial projects only): Existing 0 square feet 0 % Proposed 720 square feet < 1 % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA DISTURBED DURING CONSTRUCTION: _Approx 88,000 SQ. FT. *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 11. COST ESTIMATES a. Building (including interior renovations): $ 13,500,000 b. Landscaping: $150,000 Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) None 12. ESTIMATED TRAFFIC 11. Average daily traffic for entire property (in and out):266 Trips ❑. A.M. Peak hour for entire property (in and out): 17 Trips ❑. P.M. Peak hour for entire property (In and out): 26 Trips ❑. 11. PEAK HOURS OF OPERATION: 8:00am — 6:00nm 12. PEAK DAYS OF OPERATION: 365 Days 13. ESTIMATED PROJECT COMPLETION DATE: 2010 - Permit and Financing 2011-2012- Construction 2013- Occupancy 14. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach on a separate sheet. See Attached 17. PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application (see Exhibit A). I hereby certify that all the information re�pu¢J7 as part of this application has been submitted and is accurate to the best of my ko$wlegN. II I SIGNATTURR OF APPLICANT SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: El Complete 11 Incomplete Director of Planning & Zoning or Designee Date deb 22 1U U1:1bp Kalph UesLauriers W2-bb2l1 /y p.1 2-22-10; 2:1T?W;BUI1roCk Cfrp ;802 862 ADOBE d I J ' 17. PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (6) regular size copies and one reduced copy (1 V x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting th application (see Exhibit A). I hereby certify that all the information r as part of this application has been submitted and is accurate to the best of my k►$wlecMq. S 4,0 - 1// SfG U E OF PR NER OF APPLICANT DRINT NAME Do not write below this line DATE OF SUBMISSION: �/�q 10 i have reviewed this preliminary plat application and find it to be: a Complete ❑ Incomplete Director fanning & Wing or Designee S.�4V�'r Date 1/4/101 MEMO Project: Lodge at Quarry Hill Date: February 16, 2010 From: Brian Tremback Subject: Wetland Verification On February 16, 2010, 1 visited the proposed location of the Lodge at Quarry Hill to investigate the existence of wetlands on the property, as required by the City approval. The site occupies an east -facing hillside with slopes ranging from 5 to 25%. No groundwater discharges were observed, nor were there areas that could retain surface water. There was no indication of wetland hydrology. The site is dominated by open meadow with species such as meadow fescue, wild carrot, tall goldenrod, and burdock. There are also significant area of woody vegetation, especially in the southeastern portion of the property. Trees and shrubs include staghorn sumac, quaking aspen, tartarian honeysuckle, hawthorn, and red maple. Vegetation is dominated by upland species. Soil profiles could not be observed because of frost. Conclusion: There was no evidence of wetlands on this property. P:\2009\09027\09027-Memo-Wetland verification.bjt.wpd Lamoureux & Dickinson Consulting Engineers, Inc. The Lodge at Quarry Hill Landscape Estimate of Probable Cost Prepared by Gail Henderson -King, ASLA, Landscape Architect February 19, 2010 Item Size Unit Cost" Quantity Subtotal Trees Acerx 'freemanii' Freeman Maple 2 1/2" to 3" Cal. $650 6 $3,900 Amelanchier canadensis Serviceberry 1 1/2" - 1 3/4" Cal $450 5 $2,250 Amelanchierx grandiflora Apple Serviceberry 1 1/2" - 1 3/4" Cal $450 4 $1,800 Amelanchierlaevis Allegheny Serviceberry 1 1/2" - 1 3/4" Cal $450 5 $2,250 Betu/a nigra 'Heritage' Heritage River Birch 1 1/2" - 1 3/4" Cal $450 4 $1,800 Ginkgo biloba Autumn Gold' Autumn Gold Ginkgo 2 1/2" to 3" Cal $650 5 $3,250 Gymnocladis dioicus Kentucky Coffeetree 2 1/2" to 3" Cal $650 4 $2,600 Pinus nigra lAustrian Pine 6' to 7' Height $350 1 20 $7,000 Thuja occidentalis Arborvitae 5' to 6' Height $150 11 $1,650 Shrubs Aronia arbutifolia 'Brilliantissima' Brilliant Chokecherry 24" to 30" Height $75 14 $1,050 Corpus sericea Red Twig Dogwood 24" to 30" Height $75 14 $1,050 Ilex verticillata Winterberry 24" to 30" Height $75 6 $450 Juniperus chinensis var. Sargentii Sargent Juniper 18" to 24" Height $60 54 $3,240 Philadelphus x virginalis Minnesota Snowflake Mockorange 24" to 30" Height $75 5 $375 Prunus maritima Beach Plum 24" to 30" Height $75 10 $750 Rhus aromatics 'Gro-Low' Fragrant Sumac 18" to 24" Height $60 29 $1,740 Spiraea x bumalda Anthony Waterer' Anthony Waterer Spirea 18" to 24" Height $60 94 $5,640 Symphoricarpos albus Common Snowberry 24" to 30" Height $75 21 $1,575 Viburnum cassinoides Witherod Viburnum 24" to 30" Height $75 5 $375 Vines and Perennials Campis radicans Trumpetcreeper #1 Cont (1 gal) $45 11 $495 Hemerocallis spp. Daylily #SP5 Cont $20 70 $1,400 Parthenocissus quinquefolia Virginia Creeper #1 Cont (1 gal) $45 11 $495 Rudbeckia fulgida 'Goldsturm' Goldsturm Black Eyed Susan #1 Cont (1 gal) $20 58 $1,160 Total Estimate: $46,295 * Unit costs reflect average of recent bids and include plant costs plus installation. 0 GENERAL CONS 'TIONNOTES 1 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST VERMONT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE CITY OF SOUTH BURLINGTON PUBLIC WORKS AND LAND DEVELOPMENT CODE REQUIREMENTS, CHAMPLAIN WATER DISTRICT SPECIFICATIONS AND THESE PLANS. 2. THE CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY UNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY 'DIGSAFE' AT 1-OWDIGSAFE PRIOR TO ANY EXCAVATION. PRIOR TO CALLING DIG SAFE IT IS A REQUIREMENT TO PREMARK PROPOSED EXCAVATION AREAS USING WHITE PAINT, STAKES OR OTHER SUITABLE WHITE MARKINGS, IN A MANNER THAT WILL ENABLE THE OPERATORS OF THE UNDERGROUND UTILITY FACILITIES TO KNOW THE BOUNDARIES OF THE PROPOSED EXCAVATION ACTIVITIES. PREMARKING IS NOT REQUIRED IF THE ACTUAL EXCAVATION WILL BE CONTINUOUS AND WILL EXCEED 500 FEET IN LENGTH. 3. UTILITIES INFORMATION SHOWN ON THE PLANS WERE OBTAINED FROM BEST AVAILABLE SOURCES AND MAYOR MAY NOT BE EITHER ACCURATE OR COMPLETE. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALL CONNECT OR RECONNECT ALL UTILITIES TO THE NEAREST SOURCE THROUGH COORDINATION WITH UTILITY OWNER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING SURFACES, SOILS, VEGETATION, PAVEMENT AND STRUCTURES NECESSARY TO CONSTRUCT THIS PROJECT UNLESS OTHERWISE NOTED ON THESE PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL, DEBRIS AND TRASH FROM THE SITE UPON COMPLETION OF CONSTRUCTION, UNLESS OTHERWISE DIRECTED BY THE ENGINEER S. THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ENSURING THAT THE DUST CREATED AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. WHERE AND WHEN DEEMED NECESSARY BY THE ENGINEER OR OWNER, THE CONTRACTOR SHALL BE REQUIRED TO WET SECTIONS OF THE CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS WITH A POWER BROOM AS DUST CONTROL. S. ANY SURFACES, LINES, MARKERS OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR AT HIS OR HER EXPENSE, TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. 7. CONSTRUCTION OBSERVATION AND CERTIFICATION IS OFTEN REQUIRED AS A CONDITION OF STATE AND LOCAL PERMITS, IT IS RECOMMENDED THAT CONSTRUCTION OF THE IMPROVEMENTS DETAILED ON THESE PLANS BE OBSERVED BY LAMOUREUX B DICKINSON CONSULTING ENGINEERS INC. (LSD) TO DETERMINE IF THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE APPROWED PLANS AND SPECIFICATIONS. LdD WANES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT MAY ARISE FROM: FAILURE TO FOLLOW THESE PLANS AND SPECIFICATIONS AND THE DESIGN INTENT THAT THEY CONVEY, ANY CHANGES MADE IN THE PLANS AND SPECIFICATIONS OR IN THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS WITHOUT LSD's PRIOR KNOWLEDGE AND CONSENT, AND/OR FAILURE TO SCHEDULE OBSERVATION OF THE WORK AND TESTING IN PROGRESS. S. FOR ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY A MW41MUM OF ONE-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. CONTINUOUS TWO-WAY TRAFFIC WILL BE REQUIRED AT NIGHT, DURING PEAK -HOURS, AND WHENEVER POSSIBLE DURING ACTUAL CONSTRUCTION ACTIVITIES. TEMPORARY CONSTRUCTION SIGNS AND TRAFFIC CONTROL SIGNS SHALL BE ERECTED BY THE CONTRACTOR IN ACCORDANCE WITH MUTCD STANDARDS. 9. TO ASSURE COMPLIANCE WITH THE PLAN(S), THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCE OF STARTING ANY WORK, COMMENCEMENT OF CONSTRUCTION OF BUILDING, BEGINNING INSTALLATION OF ANY UTILITIES, BRINGING IN ANY NEWGRAVEL FOR THE NEW PAVED AREAS, PAVING, AND FINAL INSPECTION. 10. THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWER AND WATER LINES SHALL BE INSTALLED IN - ACCORDANCE WITH THE LATEST EDITION OF THE `TEN STATE STANDARDS- RECOMMENDED STANDARDS FOR WATER." 11. THE FINISH GRADE SLOPES SHALL BE AS SHOWN ON THE PLANS. FINISH SLOPES, DITCHES AND DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 4" OF TOPSOIL AND SHALL BE FERTILIZED, SEEDED, LIMED, AND MULCHED. TURF ESTABLISHMENT SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS INCLUDED ON THESE PLANS. 12. ALL FILL SHALL BE PLACED IN B INCH LIFTS AND THOROUGHLY COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D598 STANDARD PROCTOR, UNLESS OTHERWISE SPECIFIED. 13. PRIOR TO CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY THE ENGINEER. 14. PRIOR TO PAVING, ALL MANHOLES, CATCH BASINS, AND VALVE TOPS SHALL BE RAISED TO FINISH GRADE. 15. NEW PAVEMENT MARKINGS SHALL BE IN ACCORDANCE. WITH THESE PUNS. ALL EXISTING PAVEMENT MARKINGS IN CONFLICT WITH THE NEW IMPROVEMENTS SHALL BE REMOVED BY GRINDING. 15. BACKFILL UNDER PIPES IN FILL AREAS SHALL BE COMPACTED TO 95%OF MAXIMUM DENSITY. A MINIMUM OF (2) COMPACTION TESTS SHALL BE TAKEN AT THE CONTRACTOR'S EXPENSE UNDER EACH RUN OF PIPE PRIOR TO INSTALLATION. THE PIPES SHALL ONLY BE INSTALLED OVER ADEQUATELY COMPACTED SOILS. 17. AT COMPLETION OF GRADING, SLOPES, AND DITCHES, ALL DISTURBED AREAS SHALL BE SMOOTH AND FREE OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE. 1I W THICK TYPE III FINISH COURSE PAVEMENT -VAOT SPEC 105 r THICK TYPE II BASE COURSE PAVEMENT -VAOT SPECS FRAME S GRATE LEBARON LF 24 2 OR EQUAL LK120D OR EQUAL IF ROAD GRADE EXCEEDS 5% FINISH GRADE GROUT FRAME TO CONCRETE THE FRAME OPENING SHALL MATCH THE CATCH BASIN TOP WITH NO OVERWNO. ALL BACNFILL THOROUGHLY COMPACTED IN IF LIFTS PROVIDE WATERTIGHT RUBBER BOOT FOR ALL STORM PIPES W OR LARGER IN DIAMETER S.T. GRISWOLD 500 OR - APPROVED EQUAL PRECASH BASIN T CONCRETE CATC CASTOR POURED IN -PUCE 3500 PSI CONCRETE RISER B ENC.B.TOPANDBOTTOMOF CASTIRONFRAME. MAXIMUM HEIGHT SHALL BE B INCHES. (BRICKS SHALL NOT BE U9EA ) FKL GAP WI1H GROUT I NEW CURB SWILL REST ON TOP OF BASIN COVER - ADJUST HEIGHT OF CURB AS REQUIRED ZWHERE THERE IS NO CURB, TOPSOIL AND GRASS TO BASIN AND USE 4 FLANGE FRAME LEDGE PAYMENT LIMIT � L Y4W CRUSHED STONE BEMNG PRECAST CATCHBASIN N.T.S. UNDISTURBED SOIL EXTEND BEDDING TO LIMITS OF EXCAVATION NOTE: CATCH BASINS MAY BE LARGER THAN SHOWN ON THIS DETAIL WITH MULTIPLE OR LARGER DIA PIPES IN ONE BASIN. 2' X 4" TO MARK LOCATION AND DEPTH OF BE CONNECTION. EMEND FROM PLUG TO r ABOVE FINAL GRADE PROPERTY LINE OR, EASEMENT BOUNDARY 4' MINIMUM SERVICE - SDR 35 PVC CONNECTION 19 I THE SANITARY SEWER SERVICE SHALL RUN TEMPORARY PLUG U PERPENDICULAR FROM THE MAIN TO AT LEAST TILE STREET LINE LEDGE PAYMENT LIMB MINIMUM SLOPE iNYFT FOR SANITARY SEWER OR I/ WFT LEDGE I FOR UNDERDRNN PIPE PIPE OR S PAYMENT LIMIT UNDE OR CARRIER UNLESS OTHERWISE NOTED ANITARY SEWER MAIN SEE SEWER TRENCH OETNL DO NOT COMIECTUNDEM N FOR SEWER MAIN AND SERVICE 708ANRARY BEWFA MAIN BEDDING DETAILS SANITAR'YSEWER OR UNDERDRAINSERVICE CONNECTION N.T.S. 5- THICK STANDARD S-THICK RESIDENTAL DRIVES W THICK COMMERCIAL S INDUSTRIAL DRNES 5' MIX` PN 3 CONCRETE �5• WALK 1 _ 1 __. 3 4-TOPSOIL W THICK CRUSHED GRAVEL PER VT STATE SPEC VU.05 1. CONCRETE SWILL HAVE A MINIMUM STRENGTH OF 3,500 PSI AT 2S DAYS AND SHALL BE AIR ENTRAINED WITH AN ADMIXTURE PRODUCING AN AIR CONTENT OF 5%TO 7%BY VOLUME. 2. HALF INCH (1l2') TRANSVERSE EXPANSION JOINTS SHALL BE PLACED AT INTERVALS NOT EXCEEDING TWENTY FEET(2I). SIDEWALKS SHALL BE SCORED TO A DEPTH OF ONE INCH (try EVERY FIVE (51 FEET. CURB AND SIDEWALK SECTIONS SHALL BE SEPARATED BY A PREMOLDE)JOINT FILLER. 3. AFTER THE INITIAL CURING PERIOD IS OVER (APPROXIL MY M WYS),ALL EXPOSED SURFACES SHALL RECEIVE TWO COATS OF ANTESPALLING COMPOUND. CONCRETE SIDEWALK DETAIL N.T.S. 1? RADIUS EMULSIFIEDASPHALT 1NW PAD' US 3,5W PSI CONCRETE END AREA = e.iK S.F. 18. I�9.J NEW CRUSHER RUN GRAVEL 4' 12' NOTES: 1) CURBING SHALL BE CONSTRUCTED IN IV SECTIONS WITH I WJOINT BETWEEN SECTIONS. 2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY W AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TOAASWODESIGRATION WIM ( 1 W SPONGE RUBBER OR CORK) 3) ALL E%POSED SURFACES TO RECEIVE 2 COATS OF AN ANTSPALUNG COMPOUND. (TYPICAL)A CONCRETE CONCRETE CURB DETAIL SLOPE TO EXISTING A I . CURB -SEE DETNL IUICKFILL WITH APPROVED EXCAVATED N.T.S. '✓�. GRADE -SEE PLANE R11P1 GRADE MATERIAL THOROUGHLY COMPACTED IN r LIFTS y 1•DIGLGL� _ 1 Af No. 39/5� �p UNDISTURBEDSOIL AL GEOTEM IC OR RICAPPRMIROVE 500%FABRIC OR APPROVED THE SIDES OF TRENCHES 4 FT. OR EQUAL, 1aW MIN. OVERLAP MORE IN DEPTH ENTERED BY PERSONNEL SHALL BE SHEETED OR BITTER TOP 1r OF LEDGE 18'GMBLAB BASE C ��yy++ SLOPED TO THE ANGLE OF -POSE UNDER SAND CUSHION SPEC# 701.06 FINE OR 704.00 ri APPROVED ROCK FREE BACUILL 2/17/10 REV. DETAILS 1r SAND CUSHION OVER LEDGE M COMPACTED IN SW LIFTS (NO STONES �15' VAOT SPEC# 703.03A URGER THAN 1 IW DIAMETER) SOI TIME I Date Revision _________ -- _n..,�, IF COVER IS LESS THAN 5 IM. PLACE V �h n/`%?L These plans shall Only be uwd for the pUTpoee shown below: TYPICAL DRIVEWAYAND PARKING AREA CROSS-SECTIONDETAIL 17 THICK INSULATED BOARD, WHICH IS SUITABLE FOR BURIAL OVER PIPE CLEANOUT FRAME LC OVERQ Sketch/Concept Q ACL 250 Rev(e NIS Ls9ARON R-SOB OR EQUAL r MICK GRAVEL BASE 7UNDERETE O PRlimineTy OCAOahuct100D 19 OVTSIDE DIAMETER OF PPE T)50o N.T.B. BHORT LENGTH OF PIPEFinal PAD Rewrd Dfawil Local ReviewNOTES: E PADLodge Z 1. EMULSION WILL BE PLACED BETWEEN THE RASE AND FINISH COATS OF PAVEMENTWHEN THE FINISHED COURSE IS --_KEEP THE CONTRACTOR SHALL AT ALL TIMES FNOT at Quarry Hill PLACED WITHIN B MONTHS OF THE BASE COUNBE PLACEMENT. THE TRENCHES ENTIRELY FREE OF AS NOTED sOWATERUNTILALLWORKISRNISHED M ANSAssisted Living Facility 2. PRIOR TO INBTALLIN6 THE UNDERDRAlNS, FABRK:ANO GRAVEL, THE CONTRACTOR SWWLL CONTACTTIHE ENGINEER AND READY FOR BACKRLLINGFORINSPECTION OF THE STREET SUBBASE SOILS THE CONTRACTOR SHALL FURNISH A LOADED DUMPTRUCK FORTRAVELING ON THE SUBBASE WHEN THE ENGINEER PERFORMS ME INSPECTION. THE CONTRACTOR SHNL IN UNSUITABLE SOILS AND ADO ADDITIONAL SAND BASE AS REQUESTED BY THE ENGINEER. 3/4W CRUSHED STONE BEDDING co /�,��,�,.,�OVER-EXCAVATE 250 Quarry MR Road South Burlington, V � 3. AU -EX BED CONCRETE CURB AND SIDEWALKSHALL RECEIVE TWO COATS OFANTMSPALLING COMPOUND AFTER D+2 FEET LEDGE PAYMENT LIMIT f-FLOWQ THERE IAL CURINGLEDGE EXISTS, S, RIOD ITSHALLB SNATTELY2a DAYS). /. WHERE LEDGE EXISTS, IT SHALL BE SHATTEREDl012' BELOW 9UBGRADE. INV. ELEV. PONT o DETAILS & SPECIFICATIONS UNDISTURBED SOIL LL SEWER & SITE 5. CONCRETE SHALL HAVEAMINIMUM STRENGTH OFY,500 PSI AT 2S DAYS PND SHALL BE AIR ENTRAINED WTIHAN WORK ADMIXTURE PRODUCING AN AIR CONTENT OFMTO7%BY VOLUME. fYPICALSTORMANDSEWER TRENCHDETAIL CLEANOUTDETAIL(STORM&SEWER ) O B. HALF INCH(Irn TRANSVERSE EXPANSION JOINTSSHALL BE PLACED AT INTERVALS NOT EXCEEDING TWENTY FEET TY Z (2V). SIDEWALKS SHALL BE SCORED TO A DEPTH OF ONE INCH (try EVERY FIVE FEET (51. CURB AND SIDEWALK SECTIONS SHALL BE SEPARATED BY A PRE MOLDED JOINT FILLER 7. AFTER THE INITIAL CURING PERIOD IS OVER (APPRpKIMATELY 20 DAYS), ALL EXPOSED SURFACES SHALL RECEIVE )I ! Lamoureux & Dickinson Consulting Engineers, Inc. in---.- PO TWO COATS OF ANTI-SPALLING COMPOUND. _ WATER CPECIFICATIONS 1.9 CONSTRUCTION METHODS A. INSPECTION AND TESTING NOTE: ALL WATER LINE AND RELATED WORK TO BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES FOR ALL WATER SYSTEMS OWNED BY THE CHAMPLAIN WATER DISTRICT, THE CITY OF SOUTH BURLINGTON, COLCHESTER FIRE DISTRICT #1, AND THE VILLAGE OF JERICHO, HENCEFORTH THE 'CWD SPECIFICATIONS'. SOUTH BURLINGTON WATER DEPARTMENT'SBWD' SHALL BE NOTIFIED PRIOR TO BACKFILLING TO INSPECT ALL JOINTS, FITTINGS, MAIN LINE TAPS, APPURTENANCES AND WATER LINE CROSSINGS. NO WATER LINES SHALL BE INSTALLED AFTER NOVEMBER 15 OR BEFORE APRIL 1 WITHOUT PRIOR APPROVAL OF THE SUPERINTENDENT. THE SUPERINTENDENT MAY RESTRICT WORK BEOFRE NOVEMBER 15 AND AFTER APRIL 1 DURING ADVERSE WEATHER CONDITIONS. 1.1 GENERAL: This been shall consist of the labor, equipment, and hWm Wl mqulmd for the rohroeto mnatrucbn of the watermelon and aerWeea wnicn sn.0 incase axce-Mn, backNlirg, pipe. wives, tee.. nydrema, elbows, reducers, and all other appurtenances necessary for a complete weteaaln system as Indicated on the 8"'Pa d drawings. At materials and InealletIkxW must uro Vy with the CWD Spectrcations and aril be approved by the local municipal water aut ority. 12 WATER MAIN PIPE MATERIALS. DUCTILE IRON PIPE Ductile Iron plot shell he ude potyehas ylone encasement conforming W AW WA C ID5. Minimum diameter of obr Inches (6') and conform W cement AW WA C110 or ANSI Specification A21.10 will, Class 52 minimum thnkrna . Push -on joint acceawda shell conform to applicable requirements of AW WA C1 I I a ANSI Specification A21.11. ImWII a Ise than three (3) bras wedges at each joint Pipe stall ba cement mortar -lased on the inside An accordance with AW WA C104 or ANSI Spetlllrekon A21 A except that the cemenNnkg thickness shall rot be less than Three- sixteenth Inch (3116'). A pla tolerance of ono-eghth Inch (118") will be permitted. 1.3 FITTINGS: At brew fill corporations. curb stops, meter tell placate elbows ad angle wlvs shell contain onalenth of oa percent (O.1 D%) total lead coolant by weight. or lase. NOJaeC bras Mllrgs Ahall M Cambridge Brans No-Leed, Red Manufacturing or Chpl amain Water Dlahroved lct appequal, manufactured in amnlance with AW WA C800. All No -Lead braes, fillings shall haw the manufectumm ram, or hadom irk hm,mlly stamped or ef reon M1 Another meriting identifying the No -Lead brae, allow shall also M rant or eamp,d on the frNng. Ductile bon fft"' shall be camMR4lned, have 3W pounds working pressure, and be In eorordance withAW WA 6I04, C-111, and 0110 a 0153 for mmad fillings. Mechanical jont restrelne wkh Mist of nuts and bola ahall be EBAA or Sigma, or a Champlain Water District approved equal grip ring. Ouctlle ken Itergs larger than lweNe Inches (12) shall have A standard body length equal W Class 250 cast Iron Mtlrgs. Coat Ion Class 250 fittings will be allowed In lieu of ductile iron fittings In sizes larger than 1wNw inches (12)- 1.4 GATE VALVE RESILIENT SEAT: Gate valves atoll ha AW WA C 50&87 Standard Gat. Valves wall, mechanical join airs- of as requkad on the plan.. AI -Nett .het be of cost or ducks Iron body, par brees oats, no—.ing atom, TradeSe . mallbm al wit h Ringwi Sm SeaAt l.. valves W lbe agvipped w11h a box for a midlnrm of 5.5' of mcorer aterial. The gst. wits.hall opt left and ha deigned fors valve worlJrg prewar. a 200 pu. Each valve shall hew Trainees arse Presum nulling, and yea In which manufa t und! cowl on Bs body. Pdar W shipment from the factory, each ve w, Mall ha tested by hydrostatic preewure dual W Woo the specified working pressure. Buried vales shell M Installed with a wive W. 1.5 VALVE BOXES: Cast Iron three-tlec s "Id, -type; Me and one-fourMa Inch (5 1 W) short: six fool (6') Irorch depth. Cast Iron cover marked WATER' and indicating direction mop ., IS FIRE HYDRANTS: AI hydnnb are W be 3-wey, 5' rtknlmum dienslar end limited to iM Wibwirg rooks'. Mueller Super GanWrion 250 or Kennedy Gua clan K-81D or Wam oxo, Pacer. Mein V.1- Owing: 5 1/4 incite, oft opening No crk, Armrgervent Two 2 1R lids have azrbs walh NST breeds. One 4 1R Inch pumper ronb with NST th .% Inlet Connection: 6 h& machamrel joint Operating Nut Standard 1-la Inch pentagon Direction of Opening, Counterclockwise, Golor: Enameled hydrant red Depth of Buz Slx-foot cover. The hydrant shall haw at least 15' and a more than 21 Inches between Ma Mltam of ha eltamer cap end the ground. Dreln'. The hydrant shell be -"mining or hew the drelns p,msamy PLgW.. Other Hydrant flags shall be required and supplied for oath hydrant. 1.7 HYDRANT BRANCHES. Hydrant aetteee0lies "it consist of en snook toe or a Swivel Wnt Hytlrerd Tes, a won& rledanical joint geld wive wnfohmi g W the ebow specifications, the appropriate length of six-kh DI Class 52 pipe, alie ,y ender coupling. and apposed m4theng glands, the ft. hydrant and appropriate tlxst dock. Tin. hydrant .hell hew u least twelve Inches (12) between cis bodom op he starer cap end the grcund. Fs single-smlly house subdNlslon., them will be at least one hydrant at each Inteme rich and a maximum of 5W feet (500') beMrean hydrant vet a minimum water now of 500 gallons per minute with a 20 Pat rsNdual pressum from each hydrant. 1.B WATER SERVICE CONNECTION: A. GENERAL REQUIREMENTS The Contractor shell metal three-WuMs Inch to tiro Intl) (3/4•-2) copper type K seMcs as indicated on the Contract Drawings or as directed by the Engineer. Each service shall censist of a corporation, curbalop, copper tubing, and a curb box with srvlos rod. Corpomtbn Mall he esch.d W the Wctlle Ion pipe by moons of a direct Tap. B. CORPORATIONS Corporation. shell be CamMdga Breast No Lood, Red Had Manufacturing 4381, or Chenpieln Weler Durt-ol approved e equal, manufactured In ecccrdWa wtihVV AWA C800. Corporations "it law Mueller threads, adopted ea AW WA FIWm # 1, at tha Inlet erul a compression -type titling at the outlet Both Intel And outlet M+ be of Me ears size. Cocp uRWb sh,0 b, directly tapped Into WctIm Iron pip, large than six Inches (6") In diameter. In no other Instance, except when a tapping sleeve end ,No Is used, had a Wp be made and a corporation Installed without the use of a tapping saddle. C. CURBSTOPS Curbalope shell be Cambridge Bros No -Lead, Red Hod Manufad,nng SB 5151/B4151. or Champlain Water DisWcl approved aqua, men tfacumd An accomeae with AW WA C800. Curbelops stall be a WSrier-0tm, plug -type wtw with an'O' ring -type said. The curt stop shall open left and hove a posthm Mop. No curMWp .hall he- Me ability W drain the -Ice It-. Both Intel and ou0e1 of the curbsiop "It he--preesion-yp. linings. The We head of it, curt slop ahml have pro,lolon for the connection of a wrAos rod. D. SERVICE LINES Copper tubing shall be typ W, aft -tamper, conforming to ASTM 1388. Th, am, or trademark of the manufsc mr and type Man We stamped at regular Inter -la along he pipe. E. CURB BOXES AND RODS Curb boxes shall be of the eIldlrg edj,eabl",re capable of adjusting from flue feet Walk feel (5' - 6'). The bees of the box shall W a"pe so as to prevent the Mx from resting directly on the dtrbstop. The adjuslade upper section anal be one Inch (1') In diameter for use with three -fourths and one Inch (. 4' and 1') curbecps. For larger curbatopa, he upper action shut be one and one -fourths nchs T 1/4') in diameter. Stationery rode affixed W the key of the ourbstop shall be stainless, steel and shall be thirty Inches (30") In length In three-fouMe and one Inch (314' and 1') cvrbetups and Monty -lour Inches (24') for lager curbstone. The cover of To Mx shall be by 'Mueller" with the countersunk bras plug type. The word WATER' shall ha inscribed on the cover of the box. Both Me cover and he upper section of the box Mall be able to ha located with an arl..type metal locator. F. HOUSE SERVICES CONSTRUCTION METHODS The Contractor shell make all necessary Tape Into the walermaln and will install for m,h Im or unft.m aPPnaad brass corporation Stop. The Contra t r Shell also canned the type W copper service pipe to the flanged joint, which Mall be connected W the bran type curbslup "In Inlet and outlet for Me appropriate type'M copier aervka pipe. Such curbaop shelf be located at less than sin feet (6') below the ground Surface and "It be accessible from the surface through an appm W sal- Mx All pipe and fittings shall be Inspected a,. :,ed in ecmrdance wflh the manuf.cb mes specif—bans and the aforementioned AWWA Specifications. The Contractor shall furnish for approval wriifition how Me pipe en,fad,m, that all tests hove been perbmled with satisfactory resuha. Pipe shot not be knetlMed without ft Engineers or Water AuthMlys approval. B. INSTALLATION Pipes, fittings, and accessories shall be carefully handled W avoid damage. Prior W the data of acceptance of the project work by the Owner, the Contractor shall replace any new pipe or acresaory found To be detective at any time, intruding after installation, at a expense W Me Owner. All installation and Testing shall be done in accordance W wilt, AWA SlaMard C600 and ANSI Specification A21.11. All pipes showing crank, shall be mjedad. II cracks occur in the pipe, the Colts may, M hs own expense and with the approval of the ENmeer cut of he cracked portions at a point M least twelve ntfss (12') from ft Wslble limits of he crack and use he sound portion of the pipe. At pipes and fillings shall be cleared of all foreign matter and debris prior to Installation and shell be kept dean until the time of acceptance by Ore Owns. At all times, when he pipe laying is not equally In progress, the open ends of the pipe shal be dosed by temporary watertight plugs or by other apprwod mane. If water Is In the then h when work a mourned, he plug shall not be removed until all danger of water entering fine pipe has passed. The pipe shah be kslalled in trenches and at he line and grade shown on the Carts Drawings. Any collection joints shall be Within the limits specified by the manufamner. All piping and appurtenances connected W the equipment shall be supported so that no t.In will ba Imposed on the equipment If the aqulpmenl manufacturer's epedflca0one ncIWW that piping beds are not to M transferred, he Commcl« atsN Submit certification of compliance. Concrete ihmM blocs shell ha Ir e.tA i on all plugs, Was, and bend. dafleding 11 114 degrees or - Care shall be Wken to snare Mal mnc es will rot mnro In contact wdh Sanges, joints, m Dols. The required area of thrust wow ere indicated on nine plans or shall W ea algnowe by The Engineer. Whenever sewers cross under watenmalns, Me watr msn shall be laid at such an ale-tch, that the bottom of the watenmaln is at lees[ 18 indsa abow the top of the sewer. This wrtical separation short W, mainianed for That potion of the wale -Win kratetl within ten feel (10') hurt z..wily of any Sewer t crosses. There shall M no physical connection belwan the dsblWion system and any pipe, pumps, hydrants, or redo while are supplied or may ha supplied with a water that Is, or may be, mnsmnesd. In nownces where the use of different types of pipe require rowing, the Conmertl shell WMsh and Install at necessary Warrant Al harking safely Mandamus she on In conformance with all applkable Stare and Fscarel Gud.li es and as spedibd on the Plans. The Contractor shall, at all Times, keep the branches -brely free of water usI all wok s finished end ready for backfiring Allen the vwlous pipellnea haw been Insisted, the Imnchs and other area W be filled shall ha backfilsd W subwmW with, wherever p—ol., —Wd.I sxca-Tad from the bench No beckfiling we be allowed until any concrom masonry has at amdatiy, as determined by the Engineer. AI mabertel /« backflling Snell M ha of rooe, eNmpa, eM frost. Mereniae used for baddtkp aanchs Mell be free of scams weighing veer 30 pounda. No sWae measuring over one and orW Wf Indals (1 10) in line longest dimension shot be placed within on. foot (1) of Me pipeline being barANled. Badcml for sll plpalnes shah he placed In six Inch IS') layers, sad, layer being dvalgnly oxx peeled W not lees than 95 percent of maximum dry deafly a. determined by the AASHTO-T-99 Standard Prodar. Particular precaution. shell ba taken in the placement and mmpacgon of the beckfill materiel In erdor not to damage the, Pipe or st=m The bsckfill shall W brought up event. All wasmalns shell be natelbd with a minimum — depth of ax (9'). Surplus excawted materials not uead for backflll shalt Ni disposed of In s manner safiafacto y to the Engineer. All amiss —What or poll shut be relieved promptly and disposed of a as not W W, obja ] Aibk. to abutters or W the general public, Vat- boxes am to ha nMalled on all buded ,alv The boxes shell be cast Iron will, a minimumfiw and —I..dha Inch (5 1/4') dlamefr and long enough to edam from the wive W fidshecl grate. TM Mxs Anal enclos, the op mling nut and stuffing box of IM w1w. VAN, boxes sell not transfer Wads, Into the wIVa. Coven shall M close fithg and dirt -fight with the top of he cover flush wltn the lop of tls box rim. Gown ehal ha market •Water with an snow, iMlcekng the direction of opening. valve Msae whet M three piece siip4ype. The conbactpr shall provide a stable, temporary PVC marker approved by ths Engkeer at all gab -has, curb autos, ant et he md of weleriiae to a point six irKlles (6-) above Asian grade. Tts man« e✓wll 5, seated Baccarat InW he gground. C. FIELD TESTING Except es otherwise diracted, all plpelinea shall be tested. PlpeNss lad In e,cawibn or bedded to mazes an,, ba tested prior to beckfillkg or the W.n, of -mesa, and any exposed piprg —11 be tested prior to field palming. The Contractor Shall fume, all gauges, sating plugs, caps, and all other necesary sq,hin ent and labor to wrfomn leakage and preseum lad In e."Wra of an eppmved length Each wiled section u, a th m of as Moue.nd lest (1,000') of ins pipe .hall tonbested. All water required for testing shall be potabs. AI test kg shell ba conducted in the presence of Hs Engineer. For the pressure lost, the Contmdm shell develop and maintain 200 pounds per squam in h Wr two hours. Failam W hold the designated pmesum for the two-hour period conslfiules a failure blithe section shed. The leakage lest shall be performed concurrently with the preaeum tat. During he That, the Cordraclor sell re Na quantity of water required to meintaln threes e lest pum, Leakage shall not ekoserl the quantty gNa by L = SO (Squam root of P) / 1480(10 where: L = Leakage In g.11onwis,a S = I ength of plpella rased D = 13ameter.1 pipe in kvhs P = Average lest pre.a nh h, psi All Wsiing shall M conducted In accodaae with AW WA C600 latest revision. Should emy section of Me pipe fail mther IM pressure «leskage teats, the Gom for ana11 des ewrythkg nerasery to has and repair or replace the delecti- pipe. Illfings, or joints at no -wee W the Owner. D. DISINFECTION. ChlMatkn of the stammer, shall Ni wnduded only after the main has been maned and a des stream 1a obtained as determined by he Engineer. The Conimcor shall furnish all labor, equipment, materials, and lode necessary W disinfect tht pope and appurtenances In accordance with Ina AWWA Standard for Disinfecting Waemalns, C651, with he exception of the tablet method. The method of disinfection shall ha by the confinuos food method unless dherwes appro-d by The Engineer, Alter flltlrg, flushing, and Me addition Of adorn salulbn, the free Mlorke concentration within the pipe shall be at least 25 mgA. The chlorinated water shell remain in the moin for a period of at least 24 hours. At the and of this wind, the treated water in all Portions of the main shell nct haw a rewdual of less than 10 mgA of free dllorfne. Aperformeda slnfedon .hall be perfoed under the pervlsbn of the Engineer. The ci, nfedion process shell ha darned acceptable only a Wr (2) ample, of water from the flushed, disinfected main taken by the Engineer and tested at an approved laboratory show a evidence of bacteriological contamination. Disinfection shall conform to the latest AWWA C-651 reWsion. At water used in during flushing and testing of the new mein must be dechlormes i prior to entering any wesr of the SW W. The pipeline and epW maancs shall be maintained In an uncontamnsted condition until Mu acepwnce. Dlsnfecdon Mall be repeated when and where required at no expense to the Owner unit foal aconwhoo by the Cwrar. E. FROST PROTECTION OF SHALLOW WATERLINES Waterlines with less than six feel IS) of rover over The crown, or where indicated on the plans, shell be protected against freezing by installation of four inch (4") thick Slyro/oam SM iaulatkg attests with a WWI width of four feet (4') or twice the pipe diameter, whic s-, le greater. The Maths slat ha placed six Incites (6') above the crown of Me main after cornpacti— of the stx inch (6') lift Immediately above the cram. Cam shall be exercised by the Connector during backfill and c mpecinn over Me etyrofam sheaf W pre-nd damage to the sheaf. StymWem SM Mae shall meet the ccrnpresNe .WeVh moulsmenf of ASTM D1621-73 end shall be as manufactured by Dow Chemkal Company. Midland, Michigan or equl-hent. In no can shall the watedlnes have Was than far feat (4') ofcover over the top of the pipe. PDWERSEA MODEL U90 W STNNLESS STEEL TAPPING SLEEVE SPLIT END GA91ET — SIDE GASKU TAPPING SLEEVE NOTES TAPPING SLEEVES SHALL BE OF THE SPLIT SLEEVE DESIGN CONSTRUCTED WITH TWO SOLID W FSLEEI'SS BOLTED TOGETHER SLEEVES SHALL BE CONSTRUCTED OF STAINLESS STEEL, 9HNl NAVE A WORKING PRESSURE OF AT LEAST 150 PSI, AND SHAH HAVE MECHANICAL JOINT ENDS ANO SIDE GA9KET SEALS AS APPROVED BY THE SBWD SUPERINTENDENT. ALL TAPPING SLEEVES SHALL BE PROVIDED WIN A 3M' NPT TEST PLUG, OR OTHER PROVISIONS MUST BE MADE FOR AIR TESTING THE VALVE AND SLEEVE AT MAXIMUM W DRKBIG PRESSURE, PRIOR TO TAPPING. ALL BOLTS.WD NUTS FOR MECHANICAL JOINTS OF TAPPING SLEEVES SHALL BE OF HI TRENGTH CAST IRON OR HIGH- STRENGTH, LOW -ALLOY STEEL CONFORMING TO ANSIHAW WA C111/A21.11-W ALL BOLTS AND NUTS FOR FLANGED JOINTS OF TAPPING SLEEVES SHALL BE OF HIGI STREWM, LOW -CARBON STEEL CONFORMING TO ANSVAW WA C11DWIL1067. APPENDIX A ALL BOLTS AND NUTS SWILL BE BOUND, CLEAN, AND COATED WAIN A RUST RE9ISTANf1LIBRM1gft; THEIR SURFACES SHALL BE FREE DE OBJECTIONABLE PROTRUSIONS THAT WOULD INTERFERE WITH THEIR FIT IN THE MADE-UP MECHANICAL DR FANGED JOINT. ALL BOLTS AND NUTS USED WITH ALL PIPE SLEEVES SHALL, UPON FINAL TIGHTENING AND TESTING, BE BAMUSHCOAYEDHEAVILYWITHBIfUMASTICCOLDAPPLIEDMAME TOTHOROUCAIYCOVERALL EXPOSED SURFACES OF THE BOLTS AND NUTS. PROVIDE THRUST BLOCK ISEE DETAIL) TAPPWG SEEM ON 9)08TSIO AWI (M AWM 3M' CRUSHED wT TAPPING VALVE NOTES: 1. TAPPING VALVE SHALL CONFORM TO ANSIIAW WA 0508d7 STANDARD FOR RESILIENT-WAEO GATE VALVES FOR WATER AND SEWAGE SYSTEMS, EXCEPT AS MODIFIED HEREIN. VALVES SHALL OPEN COUNTERCLOCNWI9E AND SHALL. HAVE A MINIMUM WORKING PRESSURE OF led PSI. INLET FLANGES SHALL BE CLASS 12S CONFORMING TO ANSI SPECIFICATION 810.1 OR ANSV AWWA C1104CM.10, AND OUTLET CONNECTIONS SELL BE STANDhRDI2ED MECHANICAL JOINTS. 2, BURIEDTAPPINGVALVESSHALLMPROVIDEDWIHA2SQUMEWRE NU1`AO 9HA11 BE INSTALLED WITH A UST IRON VALVE BOX AS REWBRED TOALLOW P091TIVE ACCESS TO THE VALVE OPERATING NUT AT ALL TIMES. IN INSTALLATONS WHERE THE DEPTH FROM GRADE TO TOP OF VALVE IS GREATER THEN C P, A VALVE STEM RISER SHALL BE PROVIDED AND INSTALLED SUCH THAT THE DEPTH FROM VALVE STEM RISER NVT TO GRADE 19 FROM 4' P TO I m ( MINIMUM LENGTH OF VALVE STEM RISER IS 2' 0' ). VALVE STEM RISER SHALL BE OF HIGH STRENGTH STAINLESS STEEL AND OF WELDED CONSTRUCTION. 3. SEE WRITTEN CWD SPECIFICATIONS FOR FURTHER REQUIREMENTS FOR TAPPING VALVES a SLEEVES. 35W PSI 35a PSI CONCRETE CONCRETE END AREA END AREA _/ BEARING BEARINGAGAINST AGAINST UNDISTURBED Sol UNDISTURBED SOIL TYPICAL BENDS TYPICAL 7EES-DEADENDS•CAPS NOTE: PLACE 4 mil POLYETHYLENE BETWEEN FITTING AND THRUST BLOCK THRUST BLOCK ENO AREA a0 F r tlElUllN0I11rEA BASED ON 100 PSI WORKING PRESSURE PLUS toe PSI SURGE ALLOWANCE AND BEARING CAPACITY OF 2000 LBS/SQ Fr THRUST BLOCK DETAIL NTS NEW SEWER PIPE (CENTER ONE LENGTH OVER WATERLINE) 1r MIN. NEW WATERLINE OR SERVICE CENTER ONE LENGTH OF PIPE SEWER CATCHUNDER BASIN MAINTAIN OR MINIMUMS MANHOLE ALL ALL. F FROM FROM CENTER ONE LENGTH OF PPE OVER SEWER STRUCTURES NOTE: NEW WATERLINE OR SERVICE IF 1C OF VERTICAL SEPARAT)DN CAN NOT BE • 1S MN. MAINTAINED, THE SEWER UNE SHAM BE CONSTRUCTEDTOWATERLINESTANDAALl6,A MINI MUM OF 20 FEET BEYOND EACH SIDE OF 20 NEW SEWER PPE FEET BEYOND EACH SIDE OF THE CROS.SING. (CENTER ONE LENGTH UNDER WATERLINE) SEWER / WATER SEPARATION DETAIL FOR CROSSINGS NTS. FINISH GRADE EXCKDLL WIH APPitOVEO—� FXE, GE Y COMP L TRORWGHLY COMPACTED INS' UFTB THE SIDES OF TRENCHES 4 y 4 FT. OR MORE IN DEPTH ENTERED BY PERSONNEL SHALL BE SHEETED OR ----� _-- SLOPED TO THE ANGLE OF REPOSE 1r APPROVED ROCK FREE BACKFILL TI IORDUGHLY W DA COMPACTED IN 9- UFTS (NOSTONES LARGER Q TUN 1 1 DIALETER) B• 11��V �® Ofa 1�10 LIMA IF CDVER IS LESS THAN a' PLACE 2 PIECES U 2 THICK INSULATION BOMD, SUITABLE FOR BURIAL, OVER THE PIPE WIH STAGCsERED JOINTS. N NO CASE SHAL THE PIPE HAVE LESS THAN 4' OF F COVER AL WATER SERVICE LINES UNDER PAVEMENT SHALL BE *S TED REGAREEE59 OF DEPTH. M15 OUTSIDE DIAMETER OF PIPE) TIECONTRACTORSHALLATALTME3 APPROVED GRAVFL OR SAHD lOI EP THE TRENCHES ENTIRELY FREE OF WATER UNTIL ALL WORK IS FINISHED AND FOR COPPER OR D.I. PIPE READY FOR BAg6ILLING UNDISTURBED SOIL g . 2 FEET NOTE; EDHT4NCH AND LARGER DUCTILE IRON (D) WATER PIPE SHALL HAVE NO LEW THAN THREE (3) BRASS WEDGES INSTALLED AT EACH JOINT. TYPICAL WATER TRENCH DETAIL NAB STANDARD EPSC PLAN REQUIRE S THIS SECTION CONTAINS THE MINIMUM REQUIREDE FOR THE EROSION PREVENTION AND SEDIMENT CONTROL PLAN, THESE ELEMENTS ARE IN ADDITION TO THE SITE SPECIFIC E .MREVENTION AND SEDIMENT CONTROL PRACTICES SHOWN ON THE PLANE EROSION PREVENTION 1. THROUGHOUTCONSTRUCTION. THE AREA OF SOL DISTURBANCE SHALL BE LIMITED TO THOSE AREA(S) THAT CM BE ACTIVELY WORKEDANTI MANAGED WITH THE FORCES AVAILABLE. AREASTHATARENOTAMWLYBEINGWOR1 DSHALLMTEMPORARILY STABILIZED. 2. THE MAXIMUM AREA OF SOIL DISTURBACE AT ANY ONE TIME ON THE SNARE PROJECT PARCEL SHALL BE LESS THAN 2 ACRES. 3. SEDIMENT BASINS, SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE COMADE FUNCTIONAL AS A FIRST STEP IN ANY LANODISTURRING ACTIVITY AND SHALL BE MAFUNCTIONAL BEFORE UPSLOM LAND DISTURBANCE TAKES PLACE. 4. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAW STRUCTURE. 5. WHENEVER WATER SEEPS FROM SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHAII BE PROVIDED. B. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECT ONONN AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SI A l BE WSTMIED IN BOTH THE CONVEYANCE CHANNEL AHD THE RECEIVING CHANNEL T. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA A. NO MORE MAN 5W LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHML BE PLACED ON THE UPHILL SIDE OF TRENCHES. B. ALL SEDIMENT REMOVED FROM SEDIMENT CONTROL PRACTICES AS A PART OF AANTEW NCE SHALL BE DISPOSED OF IN AN AREA MATS A LESS TAW 5% W SLOPE. B. AT LEAST 1D) FT. FROM MY OOWNSLOPE WATER BODY OR CONVEYANCE TO WATER BUY (INCLUDING STORM D-IN INLET OR DITCH} C. VEGETATED. PERMANENT STABILIZATION OF SEDIMENT SHALL BE IMMEDIATELY IMPLFAENTD FOLLOWING DISPOSAL 9. FOR ANY AREA TO BE STABILIZED FOR WINTER BY VEGETATIVE COVER, SEEDING MUST BE COMPLETED NO LATER THAN SEPTEMBER 15. 10. ANY AREA TO BE STABILIZED FOR WINTER TAT DOES NOT HAVE ESTABLISHED VEGETATION BY OCTOBER 15 MUST BE STABILIZED BY ANCHORED MULCH AT THE WINTER APPLICATION RATE OF 4 TONS PER ACRE, OR OTHERAPPROVED STABILUATK)N MEASURES (E.G. ROLLED EROSION CONTROL PRODUCT). DORMANT SEEDING (E.G. WITH WINTER RYE) B RECOMMENCED. It DISTURBED AREAS BORDERING MD DRAINING TO ROADS MUST HAVE M APPROPRATE SEDIMENT BARRIER SPANNING THE EDGE OF THE DISTURBANCE N PREVENT WASHING OF SEDIMENT ONTO ROADWAYS OR INTO ROAD DITCHES. 12. HAY MULCH SHALL BE MPUD AT A MINIMUM RATE CF 2 TONS PER ACRE. HAY MULCH APPLICATION MIRING WINTER CONSTRUCTION SH BE ATA RATE OF 4 TONS PER ACRE. WHERE SJSECT M ML G, MULCH SHALL SECURED IN PLACE BY TRACKING WITH EQUIPMENT (WITH TRACK RUNNING PARALLEL TO SLOPE), ATACKIFER NETTING, OR REPLACED WITH PROPERLY ANCHORED EROSION MATTING. 13. PLACEMENT OFSEEDMDMULCHSHALOCCURWITHIN48HOURSOFPLACEMEMOFTOPSOILMDWWLETIONOFFINAI GRADING (NOT WITHSTANDING STABILIZATION REQUIREMENTS ELSEWHERE IN THIS PLAN} 14. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN SO DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. UNLESS OTHERWISE AUTHORIZED. STABILIZATION 15. ALL AREAS OF DISTURBANCE MUST HAVE TEMPORARY OR PERMMENT STABI-TKNN WITHIN 14 DAYS. AFTER THIS TIME, ANY DISTURBANCE IN THE AREA MUST BE STABILIZED AT THE END OF EACH WORK DAY. THE FOLLOWING EXCEPTIONS APPLY: A STABILWTIONISNOTREOUIRED IF WORN BITOCONTNUE IN TMEAREA WITNN THE NFMLHOIIRB AND THERE I9 NO PRECIPITATION FORECAST FOR THE NEXT 24 HOURS. B. STABILIZATION IS NOT REQUIRED IF THE WON( IS OCCURRING IN A SEIFCONTAINED EXCAVATION (I.E. NO OUTLET) WITH A DEPTH OF 2 FEET OR GREATER (E.G. HOUSE FOUNDATION EXCAVATION, UTILITY TRENCHES). 16. MAINTENANCE MUST BE PERFORMED AS NECESSARY TO ENSURE CONTINUED STABILIZATION. EXCEPT AS NOTED BELOW, ALL SITES STALL M SEEDED MD STABILIZED WITH EROSION CONTROL WA Rk1LS, SIX]H AS MULCH OR ROLLED EROSION CONTROL PRODUCTS, INCLUDING AREAS WHERE CONSTRUCTION HAS BEEN SUSPENDED OR SECTIONS COMPLETED. A. ON THE CUT SIDE OF ROADS, DITCHES SHALL M STMILQED IMWDATELY WITH ROCK RIP4IAP OR OTHER NON-E RODIBLE LINERS (E.G. RECP), OR WHERE APPROPRIATE, VEGETATIVE MEASURES SUCH AS SOD. B. FOR ACTIVE CONSTRUCTION AREAS SUCH AS SORROW CR STOCKPILE AREAS. ROADWAY IMPROVEMENTS AND MEALS WITHIN W FT. OF A BUILDING UNDER CONSTRUCTION. A D OWNSLOPE PERIME IM SLD ENT CONTROL SYSTEM CONSISTING, FOR EXAMPLE, OF SILT FENCING, SHALL BE INSTALLED AND MAINTAINED TO CONTAIN SOIL EXPOSED OISTURBED AREAS ADJACENT M A CONVEYANCE THAT PROVIDES RAPID OFFBITE DISCHARGE OF SEDIMENT, SUCH AS A CUT SLOPE ATM ENT E. SMALL BE COVERED WITH PLASTIC M GEOTEMILE TO PREVENT SOl LOSS UNTIL R CM BE STABLZED. STABILIZED CONSTRICTION ENTRANCES WILL SE MAINTAINED TO CONTROL VEHICLE TRACKING MATERIAL OFF SITE. C. TEMPORARY SEDIMENT TRAPPING DEVICES SHALL NOT BE REMOVED UNTIL PIERMANENT STABILIZATION I ESTABLISHED IN ALL CONTRIBUTING DRAINAGE AREAS. SIMILARLY, STABILIZATION SHALL SE ESTABLISHED PRIOR N CONVERTING SEDIMENT TRAPB/BASINS INTO PERMANENT (POST-CONSTRUCTI011) STORMYNATER MANAGEMENT PRACTICES D. STARILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. E AL SLOPES STEEPER THAN 3:1 (H:V), OR M.3%, AS WELL AS PERIMETER DIKES, SEDIMENT BASINS M TRAPS, AND EMBANKMENTS SHALL, UPON COMPLETION, BE IMMEDIATELY STABILIZED WITH SOD, EROSION MATTING. SEED MD ANCHORED STRAW MULCH, OR OTHER APPROVED STABILIZATION MEASURES. AREAS OUTSOE OF THE PERIMETER SEDIMENT CONTROL SYSTEM SHALL NOT BE DISTURBED. MULCHING AND MATTING REQUIREMENTS MULCH QUALITY APPLICATION RATE DEPTHOF MATERIAL STANDARDS PER ACRE APPLICATION NOTES WOODCHIPS FREE OF OBJECTIONABLE 10-70 TONS T-T USED PRIMARILY MOUND SHRUBS AND OR SHAVINGS OR COARSE MATERIAL TREES, OR ALONG TRAILS. RESISTANT TO WIND BLOWING. DECOMPOSES SLOWLY. JAY OR STRAW AR DRIED, FREE OF 2 TONS -110716 USE TACMFIER NETTING, AND/OR UNDESIRABLE SEEDS 14 TONS N WATER) COVERAGE TRACKING WHERESUBJECTTOBLOWINO. AND COARSE MATERIAL NOT BUITMLE POR MOPES> MAV GRAVEL. STONE, WASHED. SUE LB'-11? 405 CY 3' USE BELOW ROOFUNES WITHOUT GUTTERS, OR SLAG FOR SHORE SLOPES OR AROUND PLANTS ROLLED EROSION DOUBLE NET STMW - 100%COVERAOE TO BE USED ON SLCP 3H:1 V. INSTALL PER CONTROL PRODUCT BLANKET -NORTH MANUFACTURERS RECOMMENDATIONS AND (EROSION MATTING) AMERICAN GREEN 81B0 DETAILS ON OTHER SHEETS OR DUAL �"Ali I I � FOR DISTURBED SLOPES USE DOZER TREADS PRIOR TO SEEDING R MULCHING TO CREATE GROOVES PERPENDICULAR TO SLOPE DIRECTION TO MINIMIZE RUNOFF VELOCITIES. SURFACE ROUGHENING GUIDELINES 1. SURFACE ROUGHENING SHALL BE USED TO REDUCE RUNOFF VELOCITY, THEREBY REDUCING THE POTENTIAL FOR EROSION, AS WELL AS PROVIDING FOR TRAPPING OF SEDIMENT. SURFACE ROUGHENING SHALL BE USED: - ON ALL SLOPES WHERE CONSTRUCTION ACTIVITIES WILL BE SUSPENDED AND TEMPORARY STABILIZATION MEASURES WILL BE IMPLEMENTED. - PRIOR TO PLACEMENT OF SEED AND MULCH ON ALL FINAL SLOPES 3H: 1V OR STEEPER. 2. SURFACE ROUGHENING MAY BE ACCOMPUSHED BY TRACKING WITH EQUIPMENT, OR GROOVING WITH DISKS, TILLERS, SPRING HARROWS, OR THE TEETH OF A FRONT-END LOADER BUCKET. WHERE GROOVING IS USED, THEY SHOULD BE LESS THAN 3 INCHES DEEP AND NO MORE THAN 15 INCHES APART. 3. THE SURFACE ROUGHENING MUST ALWAYS BE DONE SUCH THAT THE HORIZONTAL GROOVES RUN ACROSS THE SLOPE AND ACT TO SLOW RUNOFF. 4. WHEN USING EROSION MATTING, AVOID EXCESSIVE SURFACE ROUGHENING. MATTING MUST BE INSTALLED IN INTIMATE CONTACT WITH THE SOIL SURFACE TO BE EFFECTIVE. 5. NEVER BACK SLADE OR SCRAPE THE FINAL SOIL SURFACE. THIS WILLRESULT IN A SMOOTH SURFACE, INCREASING RUNOFF VELOCITY. 1 f ' MONITORING 1T. TH CTOR WILL SIGN AS C6PERMITFEE ON THE CONSTRUCTION GENERAL PERMRATTHE THE ME CONTRACT IS A .THE CONTRACTOR WILL BE THE ON -SITE PLAN COORDINATOR. 1B. THE ONES M COORDINATOR SHALL INSPECT, AND DOCUMENT IN WRITING, THE STATUS OF CONSTRUCTION ON TIRE PROJECT SIRE AND EROSION MD SEDIMENT CONTROL STRUCTURES AND MEASURES IN RACE AT LEAST ONCE EVERY SEVEN (T) CALENDAR DAYS -PRIOR TO PREDICTED PRECIPITATION, AND AS SOON AS POSSIBLE, BUT NO LATER THAN M HOURS AFTER ANY STORM EVENT WHICH GENERATES A DISCHARGE OF STORMMWATER FROM THE CONSTRUCTION SITE. 19, WRING THE WINTER CONSTRUCTION PERIOD (OCT. 15 -APRIL 15) DAILY INPSECTIONS SHALL BE PERFORMED AND DOCUMENTED. X. INSPECTION AND ALL CCY MAY BE REDUCED TO NOT LE N THAN ONE DER M ECT: I THE ENTIRE SITE IS TEMPORARILY RESUMING ANTI ALL CONSTRUCTION ACTIVITY HM BEEN SUSPENDED. INPSECS LISTED S SHALL RESUME PRIOR TO RESUMING CONSTRUCTION ACTMTY IN ACCORDANCE WITH THE REAR IREMENTS LISTED ABOVE. 21. IN ADVANCE OF A PREDICTED RAINFALL OR SNOWMELT EVENT, ALL MANAGEMENT PRACTICES APPROPRIATE TO CURRENT AREAS OF DISTURSMJCE MUST BE CHECKED AND REPAIRED AS NECESSARY TO ENSURE PROPER OPERATING CONDITION. IF NECESSARY TO PREVENT SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE TO WATERS OF THE STATE, THIS WILL INCLUDE TIE TEMPORARY STMILI2 r N1 OF ALL DISTURBED SOILS ON THE SITE IN ADVANCE OF THE ANTICIPATED RUNOFF PERIOD. PERMIT NOTICE 22 A COPY OF THE DISCHARGE PERMIT, THE MTHORIZAT)N TO DISCHARGE, A BRIEF DESCRIPTION OF THE PROJECT, AND THE LOCATION WHERE THE EROSION PREVENTION AND SEDIMENT CONTROL PLAN IS AVALABLE SHA L BE POHTEDATA LOCATION ON THE PROJECTSME THAT IS VISIBLE TOME PUBLIC. SPECIAL WINTER EPSC PLAN REQUIREMENTS IF CONSTRUCTION ACTIVITIES INVOLVING EARTH DISTURBANCE CONTINUE PAST OCTOBER 1S. M BEGIN BEFORE APRIL 15. THEN THE FOLLOWING PRCMSIONS SHALL BE IMPLEMENTED: 21 STABILIZED ACCESS POINTS SHALL BE ENLARGED TO PROVIDE FOR SNOW STOCKPILING WHILE STILL MAINTAINING EFFECTIVE SEDIMENT CONTROL. PACKED SNOW AND CE JAY NEED TO BE REMOVED AND ADDITIONAL STONE PLACED TO MAINTAIN THE LOOSE STONE SURFACE AT STABILIZED CONSTRUCTION SUITS. 24. THE LIMITS OF DISTURBANCE MAY NEED M BE REPLACED OR DRAWN IN M REFLECT THE SO INI OF WINTER WORK THE LIMN OF DISTRBANCE BALL BE DRAWN IN M EXCLUDE ALL AREAS MANIONMILY STABLI D FOR THE WINTER, MD AREAS WHERE OISTURBMICE DARING THE WINTER IS NOT PLANNED. 25. RAISED UPON THE WINTER ACTMTIES PROPOSED, THE ON -SITE PLAN COORDINATOR SHALL DEVELOP A SNOW MANAGEMENT PLAN THAT SWILL INCLUDE AT MINIMUM A ADEQUATE 90E FOR 9POW STORAGE AREAS B. SNOWOFSNOWEASIACNOFF OOWN GRADENTOF AREASOFPLANED DISTURBANCE C. CONTROLISTING STORAGE OF SNOW ED. A MIN MLIM 25 F STORAGE INUFF SNOW IN BETWEEN PERIMETER TREATMEN (SUCH AS SILT E A TO AL M 25 FOOT BLMif EARINGAPERIMETER CONTROLS (SUCH AS SILT FENCE) TO ALLOW FOR SNDW CLEARING AND MAINTENANCE, 26. IN AREAS OF DISTURBANCE WTHN IN FT OF A RECEIVING WATER SILT FENCE SHALL BE REINFORCED OR REPLACED WITH PERIMETER DIKES, SYMLES. OR OTHER PRACTICES RESISTANT TO THE FORCES OF SNOW LOADS. 27. THE ONSITE PLAN COORDINATOR INSPECTIONS SHALL INCLUDE MAINTENANCE OF DRAINAGE STRUCTURES N INSURE THAT THEY ARE OPEN MD FREE OF SNOW AND ICE DAMS. 2B. SILT FENCE AND OTHER PRACTICES REWIRING EARTH DISTURBANCE SHALL BE INSTALLED MEAD OF GROUND FREEZING. IF PRACTICES MUST BE INSTALLED OR MAINTAINED AFTER GROUND FREEZING, NO FROZEN MATERIAL SHALL BE USED IN THE CONSTRUCTION OF BERMS OR DIKES, OR MSTALLATION OF SALT FENCE. 29. WHERE MULCH IS USED FOR TEMPORARY STABILIZATION. IT SHALL BE APPLIED TWICE THE STANDARD RATE, OR A MINIMUM OF 4 TONS PER ACES. 3D. WHEN MULCH MUSED FOR TEMPORARY 9TARILWTON, M NEEDED, R SHALL BE HONORED TO PREVENT BLOWING MD REMOVAL BY WIND. A ORING MAY INCLUDE TR MNO WITH EQUIPMENT. APPLICATION OF ATA FIER OR NETTING, 31. TO ENSURE COVER OF DISTURBED SOIL IN ADVANCE OF A MELT EVENT, AREAS M DISTURBEDSdL MUST SE STABILIZED AT THE END OF EACH DAY, WITH THE FOLLOWING FJ(CEPTTONS: A IF NO PRECIPITATION WITHIN? HOURS G FORECAST MD WORK WILL RESUMEIN THE SANE DISTURBED ANFiM WITHIN N H S, DAILY STABILWTION M NOT NECESSARY. B. DISTURBED AREAS -COLLECT AND RETAIN RUNOFF. SUCH AS HOUSE FOUNDATIONS OR OPEN UTILITY TRENCHES .- 32. SNOW MOOR ICE SHALL BE REMOVED TO A THICKNESS OF LESS THAN V (ONE INCH) PRIOR TO TEMPORARY STABILIZATION. V MIN 3/8� ^ r•u reP,ern emur OR CI 42' 1H' IORARY B, MIN RENT POOL THICKNI SBCTIONA-A WRAP FENDS ARDUND EID PDSTMI0 I STEEL FENDS 3BCURERBYWEANNGAWODDENSTNIE f'0.4f DRNFN� DONH TMRDUDH THE fRONf NN0 BAG( oRWIR �t-T=TT 4S STEDL FEIIOE PST wg D15 FI DH O"weR NOTE: WHERE PENCE IS REWIRED AROUND TREES TO BE PRFSERVED, THE PENCE SHALL BE INSTALLED AS SHOWN ON THE RAN AND SI-1 NOT THE ATTACHED TO THE TREE TRUNK OONMUOM R4RRffit FENCE NTS 28', IT 50' MIN PUBLIC _ j RIGHT-OF-WAY -\1 8' MIN PROFILE .EXISTING GROUND 1-1/2' TO 2 OR SUBGRADE / DIAL STONE I V WIDTH OF �N�ao0 D ROADWAY -- 50' MIN RIGHT -OP -WAY PLAN NOTES' 1. THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT. THIS MAY REWIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT TRACKED, SPILLED, OR WASHED ONTO PAVED STREETS SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. 2. THE USE OF CALCIUM CHLORIDE OR WATER MAY BE NECCESSARY TO CONTROL DUST DURING CONSTRUCTION. 3. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION EXIT AND PUSUC RIGHT-OF-WAY. STABILIZED CONS TRUCTIONEXIT NTS 1. BEGINATTHETOPOFTHECHMNFI BY ANCHIORINO THE BIMIa:f NAS DEEP%5'WIOE TRENCH Wf111 '--------- AP ROXIMAMLY 12' OF BLANKET EXTENDED BEYOND THE UP-01LOM PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLESISTAKES APPROXIMATELY 1Z MART IN THE BOTTOM OF THE TRENCH. BACKFILL MD COMPACT THE TRENCH AFTER STARJNG. PoD REMAINING 12• Pdi110N OF BLANKET BACK OVER COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOL WITH A ROW OF '.P C.B. RIM HIGF'ER THAN STAPLESSTAKESSPACEOAPPIRCIMATELY ITMARTACROSS THE WIDTH OF THE BLAMEf. IACENT GROUND r0 TRAP 2. ROLL BLANKET IN DIRECTON OF WATER FLOW IN BOTTOM OF CHANNEL BLANKETS WML UNROLL WITH LAMENT AND MA%i�MIZE APpROPRATE SIDE AGAINST MESOL SURFACE. ALL BLANKETS MUST SE MOuRELY FASTENED TO SOLI _zj_j LTRATON SURFACE BY PLACING STAPLESJSTAKES IN APPROMMM LOCATIONS AS SHOWN ABOVE IN THE STARE PATTERN WIDE. NOTES: 3, PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WRN A 4'-B' OVERLAP. USE A DOUBLE 1. EROSION MATTING WILL BE USED ON SLOPES STEEPER THAN 3H:1V ONM BHIOWN ON THE PLANS. ROW OF STAPLES STAGGERED 4' APART AND 4' ON CENTER TO SECURE BIMKETS. I 2. 4. FULL LENGTH EDGE OF BLANKETS ALONG SITE SLOPES MUST BE ANCHORED WITH A ROW OF OF LIME, PREPARE SOIL BEFORE INSTALLING MATTING, INCLUDING ANY NECESSARY TROO 3. STONES FERTILIZER AND SEED. SOIL SURFACE SHALL BE GRADED SMOOTH STONES OR OTHER ULL STAPLESBTMES MPRO%IMATELV 12' MART IN A B' DEEP X B' WIDE TRENCH. BACIGLLANO COMPACTTHE IN CONTACT PRONSIONS THAT WILL PREVENT THE MATTING FROM BEING APPLIED IN FULL CONTACT WITH THE SdL TRENCHAFTERSTAPLING. SURFACE STORM STRUCTURE 5. THE TERMNA END OF THE BLMIET9 MU8T WITH A ROW OF3. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE MATING IN A e-DEEP WIDE TRENCH WITH COMPACT THE TRENCH APPROXIMATELY 12' MART IN A B' DEEP X C WIDE TRENCH. BACIOILL AND COMPACT THE TRENCH AFTER WIDE N O ANCHOR APPROXIMATELY 12' OFMATING EXTENDED BEYOND THE UPSLOPE PONTOON OF THE TrOM STAPLING. OF THEMATTINGWITH AROWOFACT ETRNCH APPROXIMATELY APMARTIN THEOMPACOF THE TRENCH. BALING I AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED S COMPACTED SOLI G FOLD REMAINING 12' PORTION OF MATTING BACK OVER SEED MIND COMPACTED SCR. SECURE MATTING EROSION MATTEVG FOR CHANNELS OVER COMPACTED SOIL WITH A ROW OF STMLESISTAKES SPACED APPROPINATE Y 12 PARTACR088 NTS THE WIDTH OF TIE MATING 4. ROLL THE MATTING (A) DOWN OR (B.) HORUONTALLYACROSS THE SLOPE. INSURE THAT THE APPROPRIATE SIDE OF THE MATTING IS AGAINST THE SOIL SURFACE. ALL MATTING MUST BE SECURELY FAET OF TU SURFACEBY'PLACING UIMFGRT EP NAPR30PRMTELOCATIONA AS SHOWNIN THE MANUFACTURERS STAPLE PATTERN GUIDE FOR THE PARTICULAR PRODUCT AND APPLICATION. IN ' SOIL CONDITIONS THE USE STAPLE OR STAKE LENGTHS GREATER THAN B' MAY BE F NECESSARY RLY T MATTING THE EDGES OF PARAIIEL MATTING MUST BE STAPLED WITH APPROXIMATELY B' OVERLAP DEPENDING ON INS 6 G TYPE. CON SEN UTVE MATTING SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE - STORM SEWER STRUCUTURE - WRAP GEOTEXTILEFABRIC (MIRAFI 14ON OR EQUAL) AROUND GRATE. INSPECT FABRIC AFTER EVERY STORM AND CLEAN OR REPLACE AS NECESSARY STONE FILTER - '13EE SECTION NEW FOR STONE .REQUIREMENTS PLAN VIEW NO TE PROTECTION TO BE PROVIDED AT ALL CATCHBASINS OR YARD INLETS. 2. THE STONE FILTER SHALL BE INSPECTED FOLLOWING EACH STORM. ACCUMULATED SEDIMEJMTS SHALL BE REMOVED AND THE STONE REPLACED AS NECESSARY. 3. THE UNITS OF THE STONE AROUND THE INLET MAY BE MODIFIED BY THE ENGINEER DEPENDING ON THE TOPOGRAPHY DIRECTING RUNOFF TO THE CATCHBASN. CATCH BASIN INLET PROTECTION V� ofso. OVERLAP STMLEUPPE ATNHOUGHO PLACED RLAPPEDMEAAPPRO%IIAATELYITMARTACROSSENTREAPPROXIMATE MATTNG WIDTH. O, ei11-11. o E NTS MON MATTING FOR SLOPS n EROSION CONTROL SEED MIXTURE SPECIES VARIETY LBS PER ACRE LES PER 1,2U SF CREEPING RED FESCUE En,ylw 20 1/2 SMOOTH BROMEGRASS Sorotog0/BcylR 15 1/3 PERENNIAL RYEGRASS Pl flnl 10 1/4 BIRDSFOO7 TREFOIL Mking 10 1/4 TOTAL 1 55 1-1/3 t� OF 1'j. 1.01 OASTS SLOPE GRADING NTS NTS I C LANDSCAPE SPECIFICATIONS TREE, SHRUB, PERENNIAL AND VINE PLANTINGS 1. ALL PLANT MATERIALS SHALL CONFORM TO THE INTERNATIONAL SOCIETY OF ARBORICULTURE PRINCIPALS AND PRACTICES OF PUNTING TREES AND SHRUBS, AND THE MOST RECENT VERSION OF THE AMERICAN STANDARD FOR NURSERY STOCK -ANSI Z60.1. 2. ALL PLANT MATERIALS SHALL BE INSTALLED BETWEEN APRIL 15TH AND JUNE 30TH. NO PLANTING SHALL BE DONE WHEN THERE IS SNOW COVER, FROZEN GROUND OR UNSATISFACTORY WEATHER CONDITIONS. SOME PLANTINGS CAN OCCUR BETWEEN AUGUST 15TH AND SEPTEMBER 30TH WITH APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. IF SPECIAL CONDITIONS EXIST THAT WARRANT A VARIANCE FROM THESE PLANTING TIMES, A WRITTEN REQUEST SHALL BE SUBMITTED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING, ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE GUARANTEE PERIOD. 3. ALL TREES, SHRUBS, PERENNIALS AND VINES SHALL BE PLANTED FOLLOWING COMPLETION OF THE SITE WORK AND PAVING. 4. CONTRACTOR SHALL STAKE ALL PLANT LOCATIONS AND THE LANDSCAPE ARCHITECT SHALL APPROVE PRIOR TO INSTALLATION. 5. CONTRACTOR SHALL NOT BLOCK VEHICLE SIGHT DISTANCES DURING CONSTRUCTION. 6. ALL PLANTS SHALL HAVE A PRELIMINARY INSPECTION BY THE LANDSCAPE ARCHITECT AT THE TIME OF DELIVERY. PUNTS THAT HAVE DAMAGED OR CROOKED LEADERS, BARK ABRASIONS, SUN SCALD, INSECT DAMAGE, DISFIGURING KNOTS, OR CUTS OF LIMBS GREATER THAN 3I4' WILL BE REJECTED. PLANTS WITH EXCESSIVE SOIL ON TOP OF THE ROOT FLARE AND/ OR MINIMAL ROOT BALL WILL BE REJECTED. 7. DECIDUOUS TREES SHALL HAVE A MINIMUM 60% LIVE CROWN RATIO AND EVERGREEN TREES SHALL HAVE A MINIMUM 90% LIVE CROWN RATIO. 6. ALL PLANTS THAT ARE TEMPORARILY STORED ON SITE UNTIL READY FOR INSTALLATION SHALL BE PROTECTED FROM THE SUN AND DRYING WINDS. ALL PLANT ROOT BALLS SHALL BE KEPT SHADED AND PROTECTED WITH SOIL, SHREDDED HARDWOOD MULCH OR OTHER ACCEPTABLE MATERIAL, AND REGULARLY WATERED. 9. PRIOR TO INSTALLATION OF LANDSCAPE PLANTINGS, CONTRACTOR SHALL DETERMINE WHERE EXISTING UNDERGROUND UTILITIES ARE LOCATED TO AVOW INTERFERENCE. 10. STREET TREES TO ARRIVE FROM NURSERY WITH A MINIMUM 6 FEET BETWEEN THE FINISH GRADE AND THE FIRST TREE BRANCH. 11. DO NOT PRUNE TREES OR SHRUBS EXCEPT FOR DEAD OR CRUSHED ROOTS AND DEAD OR INJURED BRANCHES. 12. EACH TREE, SHRUB, PERENNIAL AND VINE MUST BE PLANTED SUCH THAT THE ROOT FLARE AND MAIN ORDER ROOTS ARE VISIBLE AT THE TOP OF THE ROOT BALL. WHERE THE MAIN ORDER ROOTS ARE NOT VISIBLE, EXCESS SOIL SHALL BE REMOVED TO LOCATE THEM. PLANT TREES, SHRUBS, PERENNIALS AND VINES SO THAT THE MAIN ORDER ROOTS ARE AT FINISHED GRADE. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL OR MULCH. 13, EXAMINE ENTIRE TREE, SHRUB PERENNIAL AND VINE AND REMOVE ALL NURSERY TAGS, TREE WRAP, ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. 14. FOR ALL TREES AND SHRUBS: CUT AND REMOVE WIRE MESH BASKET. CUT AND REMOVE ROPE AND BURLAP WRAP FROM TOP 213 OF ROOTBALL AFTER PLACEMENT IN PUNTING PIT. LOOSEN REMAINING BURLAP TO ALLOW FOR ROOT DEVELOPMENT. IF THE TREE OR SHRUB HAS SYNTHETIC OR TREATED BURLAP, REMOVE IT ENTIRELY AFTER PLACING ROOT BALL IN PLANTING PIT. 15. BREAK APART EDGE OF EXCAVATION WITH SHOVEL AND BLEND LANDSCAPE PLANTING MIX WITH EXISTING SOIL TO PROVIDE SOIL TRANSITION. 16. TREE PIT AREA SHALL HAVE A MINIMUM 36' DEPTH OF LANDSCAPE PLANTING MIX. SHRUB PLANTING PIT SHALL HAVE A 24' MINIMUM DEPTH. PERENNIAL AND VINE PLANTING PITS SHALL HAVE AN 18' MINIMUM LANDSCAPE PLANTING MIX DEPTH. ALL PLANTING PIT AREAS SHALL HAVE THE LANDSCAPE PLANTING MIX SPECIFIED BELOW. 17. LANDSCAPE PLANTING MIX SHALL CONSIST OF THE FOLLOWING RATIO: 713 PARTS T0PS0IL.,1(3 PART COMPOST. LANDSCAPE PLANTING MIX TO BE TESTED AND APPROVED FOR QUALITY BY LANDSCAPE ARCHITECT PRIM TO INSTALLATION. LANDSCAPE PLANTING MIX SHALL BE INSTALLED IN ALL PLANTING PIT AREAS PRIOR TO PLANT INSTALLATION. 16. STAKING SHALL BE REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONS AS DETERMINED BY THE LANDSCAPE ARCHITECT. STAKES SHALL BE REMOVED BY THE CONTRACTOR AT THE END OF THE WARRANTY PERIOD. 19. AFTER PLANTS HAVE BEEN INSTALLED, FERTILIZER AND MYCORRHIZAL FUNGI SHALL BE APPLIED. MYCORRHIZAL FUNGI SHALL BE APPLIED ACCORDING TO MANUFACTURERS SPECIFICATIONS. FERTILIZER SHALL BE A SLOW RELEASE VARIETY, CULTIVATED INTO THE TOP 2 INCHES OF THE PLANTING PIT BED WITHIN 5 DAYS AFTER PLANTING. FERTILIZER RATES SHALL BE APPLIED BASED ON A SOIL TEST. THE FOLLOWING RATES SHALL BE APPROXIMATELY AS FOLLOWS: TREES: 32 OZANCH OF CALIPER, SHRUBS AND EVERGREENS: 4 QZIFOOT OF HEIGHT OR SPREAD. ALL FERTILIZER AND MYGORRHIZAL FUNGI SHALL MEET VTRANS SPECIFICATIONS 5656 AND 5756 AND BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 20. ONCE ALL LANDSCAPE PLANTINGS HAVE BEEN INSTALLED, PLACE A LIGHT LAYER OF SHREDDED HARDWOOD MULCH A MAXIMUM OF Z• THICK ON PLANTING BEDS. NO DYED MULCH WILL BE ACCEPTED. 21. WATER ALL TREES, SHRUBS, PERENNIALS AND VINES THOROUGHLY ONCE PLANTED TO PULL SOIL AGAINST ROOT BALL AND SETTLE AIR POCKETS. ADDITIONAL SOIL MAY BE NEEDED, WATER AGAIN TO ENSURE COMPLETE COMPACTION. RE -SET SETTLED PUNTS TO PROPER GRADE AND POSITION. RESTORE ADJACENT MATERIAL AND REMOVE DEAD MATERIAL. THERE SHALL BE NO BERM INSTALLED AROUND PLANTS. 22. THE MINIMUM WATERING INTERVAL DURING THE WARRANTY PERIOD SHALL BE TWICE WEEXLY. TREES SHALL RECEIVE A MINIMUM OF 10 GALLONS AT EACH WATERING, SHRUBS A MINIMUM OF 5 GALLONS, AND PERENNIALS AND VINES A MINIMUM OF 3 GALLONS. 23. CORRECT WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND WEATHER PERMITS. 24. ALL LANDSCAPE PLANTS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE PLANTINGS AND SHALLINCLUDE PRUNING, CULTIVATING, WEEDING, WATERING, AND APPLICATION OF APPROPRIATE INSECTICIDES AND FUNGICIDES NECESSARY TO MAINTAIN PLANTS FREE OF INSECTS AND DISEASE UNTIL FINAL ACCEPTANCE. I III •����� TREE FIT 3 TIMES THE BALL DIAMETER OR AS SHOWN ON THE PLANS URBAN STREET TREE DETAIL TUTS PLUMB TREE TRUNK I PUCE ROOT BALL ON, TAMPED LANDSCAPE BACKFILL MIX OR UNDISTURBED SOIL Z' THICK SHREDDED HARDWOOD MULCH MINIMUM OF 3' FROM TREE TRUNK LANDSCAPE PUNTING MIX UNDISTURBED SOIL 2' THICK SHREDDED HARDWOOD MULCH A MINIMUM OF 2' FROM STEM LANDSCAPE PLAIJTING MIX UNDISTURBED SOIL BREAK APART EDGE OF EXCAVATION WITI I SHOVEL AND BLEND LANDSCAPE PLANTING MIX WTTH EXISTING. SOIL TO PROVIDE SOIL TRANSITION PLACE ROOTBALL ON UNEXCAVATED OR. TAMPED SOIL PERENNIAL, TYPICAL I- ISPAONO VARIES f Y THK3( MULCH A MINIMUM. OF 2' FROM STEMS LANDSCAPE PLANTING MIX PERENNIAL PLANTING PIT -SEE PLAN FOR LOCATIONS —�-2 — �— UNDISTURBED SOIL OR ¶�� 1 -fl 1,-7 LTl— =1 — — COMPACTED SUBORADE VINE AND PERENNIAL PLANTING DETAIL TURF ESTABLISHMENT ALL DISTURBED AREAS THAT DO NOT HAVE AN IMPERVIOUS SURFACE SHALL BE STABILIZED WITH SEEDING AND MULCHING PRIOR TO OCTOBER I. ANY WORK PERFORMED AFTER SEPTEMBER 15 OF EACH YEAR SHALL BE STABILIZED WITH MULCH OR NETTING SUFFICIENT TO PREVENT EROSION AND SHALL BE IMMEDIATELY SEEDED AND REMULCHED AS SOON AS WEATHER PERMITS IN THE SPRING. PLACEMENT OF TOPSOIL, AND THE APPLICATION OF SEED, FERTILIZER LIME (WHERE APPLICABLE), AND MULCH SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1. A MINIMUM OF 4' OF APPROVED TOPSOIL SHALL BE PLACED IN ALL AREAS. PLACEMENT OF TOPSOIL SHALL NOT BE DONE WHEN THE GROUND OR TOPSOIL IS FROZEN, EXCESSIVELY WET, OR OTHERWISE IN ACONDITION DETRIMENTAL TO THE WORK. FOLLOWING PLACEMENT OF TOPSOIL, THE SURFACE SHALL BE RAKED. ALL STONES, LUMPS, ROOTS, OR OTHER OBJECTIONAL MATERIAL SHALL BE REMOVED. 2. SEED MIXTURES SHALL CONFORM TO THE SEED MIX TABLES SHOWN ON THIS SHEET AND BE SPREAD UNIFORMLY IN ALL AREAS INDICATED ON THE PLANS AT THE SPECIFIED RATE. FOR SEEDING BETWEEN SEPTEMBER 1 AND OCTOBER 1, WINTER RYE SHALL BE OVERSEEDED AT AN APPLICATION RATE OF 120 POUNDS PER ACRE. 3. FERTILIZER SHALL CONFORM TO THE STANDARDS OF THEASSOCIA TION OF OFFICIAL AGRICULTURAL CHEMISTS AND BE APPLIED BASED UPON SOIL DEFICIENCIES. LIME SHALL ONLY BE APPLIED AS NEEDED BASED UPON A SOIL PH TEST. 4, WITHIN 24 HOURS OF APPLICATION OF SEED, FERTILIZER AND LIME, THE SURFACE SHALL BE MULCHED WITH A RAY MULCH. MULCH SHALL BE SPREAD UNIFORMLY OVER THE AREA AT A MINIMUM RATE OF 2 TONS PER ACRE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A FULL GROWTH OF GRASS IN ALL DISTURBED AREAS TO BE RE -VEGETATED. VEGETATION GROWTH SHALL BE PERMANENT AND SUFFICIENT TO PREVENT EROSION OF THE UNDERLYING SOIL UNDER ALL CONDITIONS OF PRECIPITATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND CARING FOR SEEDED, MULCHED, AND AREAS OF ESTABLISHED VEGETATION UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER. EROSION CONTROL SEED MIXTURE SPECIES VARIETY LBS PER ACRE LBS PER 1,000 SF CREEPING RED FESCUE En�Nw 20 1/2 SMOOTH BROMEGRASS Swato9a/Boylw 15 1/3 PERENNIAL RYEGRASS P-MI.. 10 t/4 SIRDSFOOT TREFOIL VIMnq 10 1/4 TOTAL 1 55 1-1/3 URBAN MIX GRASS SEED % BY WEIGHT LBS. LIVE SEED PER ACRE OF SEED TYPE 374 u CREEPING RED FESCUE 3125 NA KENTUCKY BLUEGRASS WINTER HARDY, PERENNIAL M25 37.5 RYE 100 1200 LIVE SEED PER ACRE tE OF V . y�� sSlrk'�gyr ft. 3M aIV AL Jr- r � 01 0.4 010 Ao o. AO AO AO o.Oo 010 AO o.bo o.bo AD AD AO do AO 40 AO 010 o.aOo o.�o o AO do 010 o.Oo AO o.& AO o.Oo A AO o.& . 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Lamoureux & Dickinson 1-39 Consulting Engineers, Inc. snen oumne 14 Mone Drive, Eaeex, VT05452 of 802-8750 www.LDa- q�x�mg— 80 8�4am south PLANNING & ZONING March 18, 2010 Cupola Gold Course, Inc. c/o Ralph Deslaurier, Jr. 2543 East Main Street Richmond, VT 05477 Re: 250 Quarry Hill Road Dear Property Owner: Enclosed is a copy of a public hearing notice that will be printed in Seven Days. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, ?Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com AR south PLANNING & ZONING March 18, 2010 Re: 250 Quarry Hill Road Dear Property Owner: Enclosed is a copy of a public notice that will be published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public hearing. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT OS403 tel 802.846.4106 fax 802.846.4101 www.sburi.corn William and Miriam Oakes Sandra and John Dooley Francie Mason 48 East Terrace 44 East Terrace 40 East Terrace South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Marie Mackin and Ernest Lowder Ralph Deslauriers Jr. Christina and James Smullen 42 East Terrace 46 East Terrace 4 Sebring Road South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Melaina Rosner Wouter and Julie Nunnick Kevin and Margaret Sleeper 56 East Terrace 58 East Terrace 66 East Terrace South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05401 Cupola Golf Course, Inc. Hiltrault Damm Burlington Country Club Quarry Hill Club 43 East Terrace 239 Spear Street 270 Quarry Hill Road South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Leonie Nelson Horizon Height Condo Assoc. Timothy Taylor 22 Quarry Hill Road c/o Bill Marks 38 East Terrace South Burlington, VT 05403 PO Box 1553 South Burlington, VT 05403 Burlington, VT 05402 89-2 Realty, Co. LLC Burlington Tennis Club Michael Dunne 165 East 72°d Street, #20 C PO Box 143 154 Gardenside Lane New York, NY 10021 Burlington VT 05402 Shelburne, VT 05482 Andrew Devost Anthony and Kay Martello Quingbin and Yau Wang 340 Spear Street 114 Shepard Street 72 East Terrace South Burlington, VT 05403 Winooski, VT 05404 South Burlington, VT 05403 State of Vermont John and Ruth Goodrich Agency of Transportation 60 East Terrace 133 State Street South Burlington, VT 05403 Montpelier, VT 05633 Quarry Hill Adjoiner Information First Name Last Name Address Town State Zip William & Miriam Oakes 48 East Terrace South Burlington VT 05403 Sandra & John Dooley 44 East Terrace South Burlington VT 05403 Francie Mason 40 East Terrace South Burlington VT 05403 Marie Mackin & Ernest E Lowder 42 East Terrace South Burlington VT 05403 Ralph Deslauriers 46 East Terrace South Burlington VT 05403 Christina & James Smullen 4 Sebring Rd South Burlington VT 05403 Melaina Rosner 56 East Terrace South Burlington VT 05403 Wouter & Julie Nunnick 58 East Terrace South Burlington VT 05403 John & Ruth Goodrich 60 East Terrace South Burlington VT 05403 -� Kevin E & Margaret D Sleeper 66 East Terrace South Burlington VT 05403 Cupola Golf Course Inc 270 Quarry Hill Rd South Burlington VT 05403 Hiltrault Damm 43 East Terrace South Burlington VT 05403 Burlington Country Club 239 Spear St South Burlington VT 05403 Leonie B Nelson 22 Quarry Hill Rd South Burlington VT 05403 Horizon Heights Condo Ass. c/o Bill Marks P.O. Box 1553 Burlington VT 05402 Timothy Taylor 38 East Terrace South Burlington VT 05403 89-2 Realty, Co. LLC 165 East 72nd Street: #20 C New York NY 10021 Burlington Tennis Club P.O. Box 143 Burlington VT 05402 Andrew Devost 340 Spear St South Burlington VT 05403 Anthony & Kay Martello 114 Shepard St Winooski VT 05404 Quingbin & Yau Wang 72 East Terrace South Burlington VT 05403 City of South Burlington 575 Dorset St South Burlington VT 05403 State of Vermont Agency of Transportation 133 State St Montpelier VT 05633 Michael Dunne 154 Gardenside Lane Shelburne VT 05482 d f� E O .,o u LO S O 4. 5E O C O N E u y O 3 V - O ° F 'O 0 LO N 'O N O N W L 0 N O LO N Ln N N O LO Cc d I oi ... 4<I Horizon Hal ' 6gnd, M` om nlnms 1 4y Notes 1. Onner of RKord: J. Totd Poch Argo: 25.2 acre0 ..bhn La kb CYPdo Cd/ Course, Mc LOrkM Mdty Rdph 0aticurbrs 0. ExletMq Topographkd Ieatures by Buttes Pro{eeaiood Lond 410 Sh lb— R-d 360 Sp— Street Surw�ora, 20 Kknbdl A— Sa BuHkgton. W. DOtO 02-23—W. S. 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IN • WA I \ \ \ I \ \ Q \ B'UD IIN IN /OUT•353.56 \ y\ r D INVN/OUT- T \ I \` NEW CATCH BASIN E (M' M) / I RIM -356.5 ^� 1r PEINV. IN-363.0 15' PE INV. OUT - 352.8 I1 k 31 SPACES QHC Lot #1 QHC Lot #4 NEW CATCH BASIN D (W10) RIM = 357.5 tr PE INV. OUT • M.5 . NEW CATCH BASIN A(3rO) RIM - 348.5 1W PE INV. OUT - 30.5 NEW CATCR BASIN B (M') RIM • 3M.0 15'PE INV. IN •342.5 IS PE INV. OUT • 334.0 EXPOSED LEDGE FACES rP(P) - ' 10 NEW CATCH BASIN C(M' 0) / RIM • 324.6 1T PE NV . IN - 320.7 15' PE INV. CUT • M. EXISTNG WATER SERVICE TO CHIC LOT #1 CLUBHOUSE \ \ FUTURE BUILDING \ u �II =saa=a _ _ yT 7RH1N 3 . ,�T ii g. IAICF f100R 4Y ELT,.. 3an.o- 2 PROPOSED BUILDING SERVICE ENTRANCE ELEV, 32 0' Larkin Parcel #1 NEW CATCH BASIN F (46'O) RIM • 3562 15' PE INV. INI IS PE INV, OUT. 3S2D / CATCH BASIN \ \ all v��v (2)IT PE INV. IN=343.0 v S i IT PE INV. OUT • 342.4 \ M SLIER MH p \� f a-6'INN. IN•339.4 w. CUT ITS � IMPLIEDCITY SOUTH BURLINGTON WATER LINE EAA SEMENTS 1r AC - - -. - - - - - WATER MAIN TO BE ABANDONED UPON ACCEPTANCE OF QUARRY HILL ROAD CATCH BASIN 1r PE INV. OUT =336.0 SEWER MH aMiNVIH2=33Bz Pak FLOOR % / //// / S'INV.OUT -3XA N W E S / Site LOCUS NITS LEGEND E lit � roR.nr O rwnAne � unlr� a_ ENewnST ET. vE).1E-V-' I wAJ£R UNE A- HE 9 PSovo.Eo.9E11INE OWNER: CUPOLA GOLF COURSE 2543 EAST MAIN STREET RICHMOND, VT G5477 APPLICANT: SULLROCK CORPORATION 2517 SHELBURNE ROAD SHELBURNE, VT 05482 ZONING DISTRICT: R12 DIMENSIONAL REQUIREMENTS REQUIRED PROPOSED MIN. LOT SIZE 3,5005f 119,1725f MAX BUILDING COVERAGE 40% 23.5% MAX LOT COVERAGE EOfi 4&0% MIN. FRONT YARD SETBACK 30' 35' MIN. SIMARD SETBACK 10, 201. MIN. REARYARD SETBACK 31Y 1301+ MAX. BUILDING HEIGHT 40' - - - - J' 1 �u O _ FLu y %/ // i QHC Lot #3 Road - w B Zs' PE AIIII --/ - - ° o \ i / .-S \\I 1 �B. pE lj..,\ \ \\j�� �,r.pE�\_ \--�`) /�/ / 2/17/10 SITE& UTILITY 0.EVISIONS ND i 1/1B11U REV. PARKING LOT & COVERAGE CALCS. RD Date Revision NY TI)m Plans Shall only be used for the pulpm shown below: CONNECT TO EXISTING CATCH w SEWER STUB SASH _ / / / / i \ �- --� 0 $kelch/CoOcept Q 1, 250 Review S'INV.•313.1 SEWER MH RM•327A RM-323.6 NEW 16'PE INV. IN-319M SEWER MH - - '_- - _ -- Q PtellmlNry Q Cowutructioo WINV.IN=312.0 EXIST.ITPEINV.OUT-31925 RIM•3262 6':W.. IN I SEWER MH \ \ Final Local Review Q Record DRwmg Larkin 8'INV. OUT•312.6 Parcel#2 •311.3 B'INV. OUT•317.i NEW CATCH BASIN RIM -333.5 ' \ B'INV. IN -32/.6 0 (SIM) Z o Lodge at Quarry Hill PmjeM No. 09027 CATCH BASIN RIM • INV E N • 32/.4 INV. PI' RIM -32B.0 B'INV.OUT=324.5 \ 1B' PE INV. OUT .376A \ , \ Assisted Living Facility SurveyRI tBPE INV. OUT - 324.3 \ \ to 250 Quarry Hill Road South Burlington, VT ® z p D.- OFV o SITE PLAN Cheecked NOTE: LOCATIONS OF PROPOSED UTILITIES AND STREET TREES GRAPHIC SCALE LL GRADING & UTILITIES Date ALONG QUARRY HILL ROAD OBTAINED FROM QUARRY HILL * No. 3.4. * Z Nov. zone SUBDIVISION PLANS BY LLEWELLYN-HOWLEY INC., DATED 5"Ie 10-25-07 AND LAST REVISED 11-01-09 ( IN FZET I 1 Inch - 30 h / AL Lamoureux & Dicldnsou Consulting Engineers, Inc. 14 Mores Drive, EeaeA, VT 05452 1� • 30 Shennumber 502-8784450 www.LDeIlgiPcering.com 1 of b South Burlington Fire Department 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Fax (802) 846-4125 April 6, 2010 Mr. Ray Belair City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Quarry Hill Subdivision — Assisted Living Facility Dear Ray: I have further reviewed the plans for the proposed Assisted Living Facility at 250 Quarry Hill Road. I have now seen the elevations that were not included in the original drawings which I reviewed. The planned occupancy of this building by its very nature will cause an increase in responses by our department. Therefore, it is extremely important that my recommendations are followed. I have the following recommendations: 1. Compliance with all requirements of Vermont Division of Fire Safety codes and standards. 2. Automatic sprinklers and alarm system as required by Vermont Division of Fire Safety. This is to include both residential and garage areas. Standpipes will also be provided as required by code. 3. Fire Department Sprinkler Connection locations to be specified by SBFD. This needs to be discussed prior to the start of construction. 4. Fire Alarm System panels and enunciator locations to be specified by SBFD. This needs to be discussed prior to the start of construction. 5. Provide an emergency key box(s) for the building, location(s) to be specified by SBFD. 6. Elevator car(s) shall be sized large enough to accommodate an ambulance stretcher in the flat position. 7. The fire hydrants on the plan appear to be well placed. However, there should be an additional fire hydrant located on the large island in "QHC Lot 4". I Page — 2 8. Trees and plantings should be located so as not to block windows or interfere with the use of the aerial ladder for rescue and firefighting purposes. This looks like it could be an issue with the trees placed between the building and the road on the east side. 9. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. 10. Routine fire and emergency medical access to this project shall be via Spear Street. 11. Turning radii and road widths within this property should be sized to allow for parking, set-up and operation of fire apparatus. 12. The Porte Cochere should be designed to allow fire and emergency medical apparatus to pass underneath. We should a minimum of 12 feet of clearance. 13. The Porte Cochere circle shall be designated a "no parking" zone. Parking will be for emergency vehicles only. At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which could be dealt with as needed with the assistance of the developer and Division of Fire Safety. Should you need any further assistance on this project please feel free to contact me. C rely, X Douglas S. Brent Fire Chief � a south PUBLIC WORKS MEMO To: Cathyann LaRose From: Justin Rabidoux, Public Works Director/City Engineer Date: April 1, 2010 Re: Lodge at Quarry Hill Assisted Living Facili Public Works staff reviewed plans for the referenced project ("Lodge at Quarry Hill Assisted Living Facility", revised 2/17/10 by Lamoureux & Dickinson) and has the following comments to offer. 1. We need a copy of the project's stormwater modeling and associated maps submitted to ANR for when we start working on the stormwater TMDL model with ANR. 2. Concrete curb location shall be noted on plans. 3. Trees shall be planted at least 5' from water and sewer lines. 4. Gas main shall be shown on the plans. It shall be located opposite the street from water main. 5. Sheet 2 of 6 shall show the water and sewer mains. Plantings shall clear these utilities by at least 5 feet. 6. Concrete Sidewalk Detail, Sheet 3 of 6. All sidewalk through a driveway, regardless of land use, shall be 8" thick. 7. Concrete Curb Detail, Sheet 3 of 6, Note 2. Curbing expansion joints shall be constructed every 20', not 50' as listed. 8. Typical Storm and Sewer Trench Detail, Sheet 3 of 6. Stone bedding shall be placed to 1/2D above the pipe. 575 Dorset Street South Burlington, VT OS403 tel 802,846.4106 fax 802.846.4101 www,sburi.coni south',, PLANNING & ZONING March 18, 2010 Re: 250 Quarry Hill Road Dear Property Owner: Enclosed is a copy of a public notice that will be published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public hearing. Sincerely, Jana Beagley Planning & Zoning Assistant Notice on reverse side of letter 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com PLANNING & ZONING PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, April 6, 2010 at 7:30 P.M. to consider the following: 1. Final plat application #SD-1 0-07 of Bullrock Corporation to amend a previously approved planned unit development consisting of five (5) multi -family dwellings for a total of 160 units and a 40 unit congregate housing facility. The amendment consists of constructing a 100 unit assisted living facility 250 Quarry Hill Road. 2. Preliminary and final plat application #SD-10-09 of Burlington Properties Limited Partnership to subdivide a 77.6 acre parcel developed with a light manufacturing facility into four (4) lots ranging in size from 4.93 acres to 38.55 acres, 85 Meadowland Drive. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. March 17, 2010 575 Dorset Street South Burlington, VT 05403 tell 802.846.4106 fax 802.846.4101 www.sburl.corn t PLANNING & ZONING March 18, 2010 Re: 250 Quarry Hill Road Dear Property Owner: Enclosed is a copy of a public notice that will be published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public hearing. Sincerely, Jana Beagley Planning & Zoning Assistant Notice on reverse side of letter 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, April 6, 2010 at 7:30 P.M. to consider the following: 1. Final plat application #SD-10-07 of Bullrock Corporation to amend a previously approved planned unit development consisting of five (5) multi -family dwellings for a total of 160 units and a 40 unit congregate housing facility. The amendment consists of constructing a 100 unit assisted living facility 250 Quarry Hill Road. 2. Preliminary and final plat application #SD-10-09 of Burlington Properties Limited Partnership to subdivide a 77.6 acre parcel developed with a light manufacturing facility into four (4) lots ranging in size from 4.93 acres to 38.55 acres, 85 Meadowland Drive. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. March 17, 2010 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com ( f south PLANNING & ZONING MEMORANDUM To: South Burlington City Development Review Board Fr: Bill Szymanski, City Engineer Date: February 25, 2010 Re: Comments — Assisted Living Facility, Quarry Hill Road 1. Concrete curb reveal shall be 7 inches, not 6 inches as plans show. 2. Service entrance shall have a depressed curb and 15 foot radii. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date- March 31, 2010 \sub\quarry hilkbullrock_final.doc Plans received- February 22, 2010 BULLROCK CORP - PLANNED UNIT DEVELOPMENT FINAL PLAT APPLICATION #SD-10-07 Agenda #9 Meeting Date- April 6, 2010 Owner Applicant Cupola Golf Course Bullrock Corporation 2543 East Main Street 2517 Shelburne Road Ste 1 Richmond, VT 05477 Shelburne, VT 05482 Contact- Andrew Thomas/Doug Moses Architect Property Information Wiemann Lamphere Tax Parcel ID 1420-00250 245 South Park Drive R12 District Suite One 4.53 acres Colchester, VT 05446 Location Map } r 33 Please note- The above aerial photo was taken in 2004 and does not reflect current ground conditions. Furthermore, the lot listed as "subject property" has since been subdivided and does not accurately reflect the lot in question. This photo is for relative location only. 1 CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hill\bullrock final.doc Bullrock Corporation, hereafter referred to as the applicant, is seeking final plat review to amend a previously approved planned unit development consisting of five (5) multi -family dwellings for a total of 160 units and a 40 unit congregate housing facility. The amendment consists of constructing a 100 unit assisted living facility, 250 Quarry Hill Road. The proposal received preliminary plat approval on February 2, 2010 (minutes attached). Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as staff, have reviewed the plans submitted on February 22, 2010 and have the following comments. Zonin_g District & Dimensional Requirements Table 1. Dimensional Requirements R12 Zoning District Re uired Proposed Min. Lot Size 3,500 SF 2.71 acres Max. Density* 12 units/acre ** Max. Building Coverage 40% 23.5% Max. Total Coverage 60% 48.8% Min. Front Setback 30 ft. >30 ft. Min. Side Setback 10 ft. >10 ft. Min. Rear Setback 30 ft. >30 ft. Max. Buildin Height 40 ft. 11 39'11" ft. �l zoning compliance ** assisted living facilities are not included in residential density calculations The application states that they are seeking approval for a pitched roof building that is 39'11" feet high. This does not require a height waiver. The entire Quarry Hill subdivision was approved as a planned unit development and therefore all development approved on any of the lots will be viewed as cumulative development on the 25.67 acre property. PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations, PUDs shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hill\bullrock final.doc According to Section 15.13(B)(1) of the South Burlington Land Development Regulations, the existing public utility system shall be extended to provide the necessary quantity of water, at an acceptable pressure, to the proposed additional dwelling units. The South Burlington Water Department reviewed the plans and provided comments in a letter dated December 2, 2009 (attached). 1. The applicant shall adhere to the comments of the South Burlington Water Department. Where necessary, the plans shall be revised prior to final plat approval. 2. Occupancy shall not take place in the proposed building until the applicant has obtained final water allocation approval from the South Burlington Water Department. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. 3. The applicant shall obtain final wastewater allocation prior to issuance of a zoning permit. The South Burlington Public Works Director and City Engineer are reviewing the plans and should have comments available prior to the hearing. 4. The applicant shall adhere to the comments of the South Burlington City Engineer per the memo dated April xxxxx. Where necessary, the plans shall be revised to comply with these comments. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. 5. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subdivision is proposed via Quarry Hill Road, which is currently privately owned and maintained. Quarry Hill Road is approved as a future city street and will extend from Spear Street to East Terrace, with the latter portion limited to emergency access only and regulated through signage. Access to the proposed buildings is via a 25 foot wide access drive from Quarry Hill Road. A 25 foot wide service drive is also proposed via Quarry Hill Road. Staff finds this to be sufficient and preliminary conversations with the Fire Chief have indicated that the layout is acceptable. The applicant submitted a traffic impact study performed by Wilbur Smith Associates in October, 2003 with the original subdivision, of which the subject property was part of. This traffic study CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hill\bullrock final.doc analyzes the traffic impacts of 281 units, which is the maximum number of units allowed under the density requirement of the Land Development Regulations for the entire property. Fuss & O'Neill Inc. was contracted to perform technical review of the traffic impact study for the City. The traffic mitigation measures for the entire property were established during previous approvals (condition #9, application #SD-04-26, attached). This condition shall remain in effect. 6. The plans should be revised to incorporate any applicable traffic impact mitigation techniques, as recommended by the traffic impact study performed by Wilbur Smith Associates in October, 2003, as amended by Fuss & O'Neill Inc., prior to final plat approval. The applicant has submitted a traffic impact report dated November 4, 2009 from Lamoureux & Dickinson Consulting Engineers which indicates that the proposed assisted living facility will add 26 pm peak hour trip ends to the previously approved 155 pm peak hour trip ends. The applicant should address whether this will have any impact on the existing mitigation requirements. The Development Review Board previously invoked a technical review of this traffic study. The City's consultant reviewed the plans and the traffic study, and responded in a memo dated January 21, 2010 (attached letter from BFJ traffic engineer Georges Jacquemart). 7. The Board should discuss the results of the technical review and determine what, if any, additional studies or measures should be implemented by the applicant. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. Although the planned unit development as a whole contains various wetlands, it does not appear that the lot proposed for development contains any wetlands. The applicant verified this in the attached letter dated February 16, 2010 from wetlands expert Brian Trembeck of Lamoureux and Dickenson. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning districts) in which it is located. According to Section 4.05 of the South Burlington Land Development Regulations, the purpose of the R12 District is to encourage high -density residential use and planned unit developments shall be required. Staff feels this project conforms to the planned development patterns in the area and the stated purpose of the R12 District. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The open space areas have been planned in accordance with the original subdivision of the Planned Unit Development. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hill\bullrock final.doc The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The South Burlington Fire Chief reviewed the proposed plans, and provided comments in a memo dated June 11, 2009. He will be updating these comments after he receives building elevations. Those comments should be available prior to the meeting. 8. The South Burlington Fire Chief should review the proposed plans, prior to final plat approval. 9. The size of the elevators in the proposed buildings should be sufficient to hold a stretcher. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The previously -approved public road will serve the proposed development. A sidewalk was previously -approved along the easterly side of the roadway. In addition, a 20' wide recreation path easement has been established along the southerly and easterly property boundary, connecting the Horizon Heights condominiums to the subject property. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 10. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The location and height of all proposed exterior lighting, as submitted, are acceptable. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed project is consistent with South Burlington's Comprehensive Plan and Land Development Regulations. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations, and shall require site plan approval. Section 14.06 of the South Burlington Land Development Regulations establishes the following -general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff feels the proposed project accomplishes a desirable transition from structure to site and from structure to structure. Staff previously had some concerns about safe pedestrian movement through the parking lot. The applicant has addressed these concerns with sidewalks which serve the entrance to the building CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hill\bullrock final.doc from both the street and the parking area, as well as improvements to the parking area which facilitate movement through the access aisles. There is also a break in the center island and a striped safe crosswalk area. According to Table 13-1 of the South Burlington Land Development Regulations, the proposed 100-unit congregate care facility will require 60 parking spaces (0.6 parking spaces per dwelling unit). The applicant is proposing to provide 60 parking spaces on site. According to Table 13-7 of the South Burlington Land Development Regulations, the proposed project will require three (3) handicapped -accessible parking spaces; four are currently depicted on the plans. Parking: (a) Parking shall be located to the rear or sides of buildings. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; (h) The parking area will serve a single or two-family home; (iii) The lot has unique site conditions such as a utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street; (iv) The lot contains one or more existing buildings that are to be re -used and parking needs cannot be accommodated to the rear and sides of the existing building(s); or, (v) The principal use of the lot is for public recreation. (c) Where more than one building exists or is proposed on a lot, the total width of all proposed parking areas that are both to the side of a building and between the front lot line and the building line of the building on the lot that is closest to the public street shall not exceed one-half of the total building width of all buildings on the lot that are located adjacent to the public street. Buildings separated from the front lot line by parking approved pursuant to 14.06(C) (2) (b) shall be considered adjacent to the public street. Buildings separated from the front lot line by any other parking areas shall not be considered adjacent to the public street. (d) The DRB shall require that the majority of the parking on through lots and corner lots be located between the building(s) and the side yards or between the building and the front yard adjacent to the public street with the highest average daily volume of traffic. Where the rear yard of a lot abuts an Interstate or its interchanges, the majority of parking shall be located between the building and the side yards or between the building and the yard that is adjacent to the Interstate. The subject property is considered a corner lot. Subject to section (d) above, the DRB may allow parking between the building and the public street provided that the parking be located between the building and side yards. The parking on this lot is proposed to be what staff has deemed a side yard and therefore in compliance with this regulation. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. As already stated, the applicant has not requested a height wavier as part of this application. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hill\bullrock final.doc Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted typical building elevations for multiple sides of the proposed buildings. The Board should review these for consistence with this criterion. Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant has submitted typical building elevations for the proposed buildings. The Board should review these for consistence with this criterion. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The proposed project is part of a larger residential planned unit development. Staff does not feel it is necessary to require any specific access easements at this time. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). All dumpsters and solid waste facilities shall be accessible, secure, and screened to the satisfaction of the Development Review Board. A screened dumpster is shown on the plans. Landscaping and Screening Requirements CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hill\bullrock final.doc Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking areas with twenty (28) or more parking spaces, at least ten percent (10%) of the interior of the parking area shall be landscaped with trees, shrubs, and other plants. At least one (1) major deciduous shade tree, whose caliper is equal to or greater than two and one-half (2.5) inches when measures six (6) inches above ground at the time of planting, shall be provided for every five (5) parking spaces. 11. The plans shall be revised to show any of the parking areas subject to this requirement in compliance with the "Internal Landscaping of Parking Areas" requirements outlined in Section 13.06(B) of the South Burlington Land Development Regulations, prior to recording the mylar. The applicant has submitted a landscaping plan in accordance with Sections 13.06(F) and 13.06(G) of the Land Development Regulations. The City Arborist has reviewed the plans and provided comments in a memo dated March 29, 2010 (attached). 12. The applicant shall adhere to the comments of the South Burlington City Arborist per the memo dated March 29, 2010. Pursuant to Section 13.06(B) of the South Burlington Land Development Regulations, adequate snow storage areas and a bicycle rack are shown. A retaining wall is proposed along the southern boundary line. It is staff's understanding that a majority of what is shown as "retaining wall" on the plan is actually remaining rock wall face left from the blasting. The plan should be revised to better clarify what will be a rock face and what will actually be a retaining wall. 13 The plans shall be revised to clarify the use of a retaining wall. RECOMMENDATION Staff recommends that the Board approve Final Plat application #SD-10-07 subject to the conditional items included in this report. Respectfully submitted, a-, -, Al-e athya LaRose, Associate Planner June 11, 2009 Mr. Ray Belair City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Quarry Hill Subdivision — Congregate Housing Building Dear Ray: I have reviewed the plans for the proposed congregate housing building off from Spear Street as part of the Quarry Hill project. Elevations were not included in the drawings which I was given so my comments have been generalized. I would like to review additional drawings for this project as they become available. I have the following recommendations: Compliance with all requirements of Vermont Division of Fire Safety codes and standards. 2. Automatic sprinklers and alarm system as required by Vermont Division of Fire Safety. This is to include both residential and garage areas. Standpipes will also be provided as required by code. 3. Fire Department Sprinkler Connection locations to be specified by SBFD. 4. Fire Alarm System panels and enunciator location to be specified by SBFD. 5. Provide an emergency key box(s) for the building, location(s) to be specified by SBFD. 6. Elevator car(s) to be sized large enough to accommodate an ambulance stretcher in the flat position. 7. Number and location of fire hydrants to be specified jointly with SBFD and water department. 8. Trees and plantings should be located so as not to block windows or interfere with the use of the aerial ladder for rescue and firefighting purposes. Page — 2 9. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. 10. Routine fire and emergency medical access to this project shall be via Spear Street. 11. Turning radii and road widths within this property should be sized to allow for parking, set-up and operation fire apparatus. 12. The Porte Cochere should be designed to allow fire and emergency medical apparatus to pass underneath. At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which could be dealt with as needed with the assistance of the developer and Division of Fire Safety. Should you need any further assistance on this project please feel free to contact me. Sincerely, Douglas S. Brent Fire Chief Landscape Review 3/29/10 Lodge at Quarry Hill Lamoroux and Dickinson Craig Lambert, City Arborist The plans look good, my only suggestion is that parking lot islands be constructed with continuous planting pits utilizing the landscape planting mix to a depth of 36 inches 1 o 'oi I ADS I \\ I / \ \ \ \ I 1 • I,�p Larkin Parcel #1 FIMT�-ERMH 1'INV. IN-1520 r. IW. 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OUT • WS.D REQUIRED PROPOSED +' \ / / g. ,\/ / / // _ - - - - MIN. LOT SIZE 3.500 sf 118.172 sf RIM • 3c2.2 MAX BUILDING COVERAGE 40% 23.5% • - _ - - -- �1p, -�'g-- \ _ ' / / Q / / / / / // /�- Ir MAX. LOT COVERAGE 60% 48.8% INV. OUT MIN. FRONT TYAR _ SETBACK 0' 5' �� _ --�•-� _ --- � � 'D. r / // \ // / / 8' _ -_w _ - _ -�_ --_ -__ ---ads =-_-- 1 r - .- � �a /// y +(�/ / / ,yq /// / MIN. REARVARD SETBACK 30' 1104 MAX BUILDING HEIGHT 40' QHC LOt #3 �O ---=24-PL n BNARED G - „ z= G - 2/17/10 SITE &UTILITY REVISIONS RD USE PATH /. _�- ; - _ \ 1/18/10 REV. PARKING LOT & COVERAGE CALLS. RD / / / ^•�- - Date RcvW- By 'hex plebs shall only be used for the pupox shown below: CONNECT TO EXISTING CATCH SASw / / - - - ' / / O Sketch/CDncept Q Act 250 Review e• SEWER STUB SEWER MH RIM • 323.3 -- - - 8'INV.-313.1 SEWER MH \ \ 0 Prtluninary [] Cooetructioo Rw•723.0 NEWIVIREINV.IN•319.40 RIM =3202 -- _Jm - 8.INV.IN-311.9 EXIST. IT PE INV. OUT • 319.25 - -I- SEWER MM Final Local Review [] Record Thawing B•INV.IN -317.3 Lodge at Quarry Hill 09027 n B'INV. OIfT•312.5 WINV. OUT •317.2 I Mal�333.3 Z 09027 \ ♦INV.IN •921.0 O NEW CATCH BASIAG(38.0) \ ♦INV. OUT -31A.6 \ \ H LazkinParcel#2 CATCH BASIN RIM -32B.0 OUT = 125 \ \ Assisted Living Facility S Cy RIM • 32S.S IV PE INV. 5 1S• PE INV. IN -OUT - 32 1B' PE INV. OUT 724.3 Bo z 250 Qnazry HDpi Hill Road South Burlington, VT Lao NOTE: LOCATIONS OF PROPOSED UTILITIES AND STREET TREES ALONG QUARRY HILL ROAD OBTAINED FROM QUARRY HILL SUBDIVISION PLANS BY LLEWELLYN-HOWLEY INC., DATED 10-25-07 AND LAST REVISED 11-01-09 GRAPHIC SCALE ( IN FEET ) I inch - 30 It. O 0 DT `'fR w 3 u� * o .p -O/y�[� Z 1 SITE PLAN GRADING & UTILITIES DM- L CbwI d �e Nov. 2009 Lamoureux & Dielduson Consulting Engineers,-,T0 Inc. stele 1-=30' snee aamhe otx 14 MDrive, Essex, VT 5452 802-878-4450 www.LDengineeEing- 7 1 Of 6 � r \ / O \ PLANT LIST _ �0 s \ I ` I 1 \ I 1 I \ a- a. \\ \ I / \3 \ PN � ° \ I t j I 2 GD Larkin Parcel # I STORAGE� / \ ' I I \\ I � 2AF I 2AF V 13M 41� 35 HE \\ A 4 o I QHC Lot # II v �. QHCLot #1 I 2AF= Ley I Lot -led Nome Commwa Ne&xIQ—'NY I six Aeear3a AF Amxyxexmm• Freman Maple 6 212-w 3'CAL BAH, 6 ft bmehing height AC A-1—hler—sue ub savio wee 5 1 12'to 1 3W CAL B&B, M°histemmed Clump AO AMMmckm. grmrdl — Apple Savlceber y 4 1 Ur in 1 3/V C.I. B&B, 6 foot bmnehing height AL A—I—Akr Icevb Allegheny S—.bdry 5 1 12' m 1 3/4- CAI. B&B, 6 f t branching heigin BN Beak algra'H H1 gr' Harks a River Birch 4 1 1/2" to 1 3/4- CM. B&B, Multistemmcd Cheap GB Ghap blloba'Amunm Gold' Ashann Gold Olek, 5 212' Is 3' Cal. B&B, 6 ft b—hing height GD Cammcldu d.— F:o-ky Call— 4 21/2"m3"CaL B&B, 6ft Ins-hine height PN Pb,m elgra AKadrsrl Pine 20 6' m T HeigW B&B TO n4aseeYea k Arborvitae 11 5.6 Heigh B&B sh'ask M I Amnkmbm#blk'BrlI1b ,W Brilliant CbokebeM 14 24'W 3W Height B&B or Comairrer CS Cmnar x,kea Red Twig Dogwood 14 24'ta 3W Height B&Borc..on— IV Ikx—kill— Winterbmry 6 2V To 30-Height B&B or Conkiner, Use I We culfivar'r Dandy' per grasping )c AdPmm e/dnenrb vm. S.W.0 snerlt 3wiper 54 Ig'm24-Height B&B.CooWoer PH Pkla&Ip/ws x v°gbrdb aAhmeada Sewdkhe Madmrarye 5 24'to 30'He4ht B&B m Canuinv,Ux suldvo,mi—Snownake PM Prwa,, _01k Berg Phm 10 IV W 30' Height BAB arCamaioer RA RAur e,n.,unrn Gro lar' Fragrant Sumac " Ir In 24' Hight Ban or CONaiom SB SOwalbnW&'Aa*w Anthony WMerer Spires 94 Ig"m 24'Height B&B m Gnawm SD 4arpharkarym dbw Common Snowber y 21 24" m 3' Height B&B or container VC Vlbamum e—jas de, Wid od Viburnum 5 24' W 30- Height D&B or Cenivna VINes e.dPerr 1.1, CR Ca bradkam h,mpquveper 11 Nl can —(I 9w) Ira Hexeroed/b W. wily 70 4SP5 Came — I ar 2 Fan Division, Heavy Root SyYw, Use'Stdls dNW Nrd Rd Varied. Part6enorbarUgrrbgrR/olla YegiaiA Creeym 11 NlC-oiner(Ipl) RF Rdbeckbjsfglda'G d& ' Odd—Bl k.Eyd S.— Sg Nl Comainer(I gal) 2 GB- 12a RF .p 3B 3B 4AG ,, \ WHE TYPICAL 10D W MH \ \\ O I LUMNUIRE t Q T ya .v \\ O \�� L _ _ f TYPICAL CUTOFF LIGHT Fl%TUBE Tall " y y y 9 So 31V 3GB ---� TRe ils so Ica 5PM \\ ��\\ \\ it /C" u o � 1 4 5 TO 20N — 7Ca aPH ut 1011 11 CIA. CONCRETE POLES / FOOBNC IF LIGHT ARE GREATER THAN 5 FROM PAVED AREAS OR LEAST Y BEHIND THE / ` L \ / / \\` CURB.e. THE FOOTING MDp1T CAN BE REDUCED TO 6" ABOVE FINISHED GRADE /3 7 + Svc _ / \ / // / 24" \M 24" QHC Lot #3 ION STREET TREES By 11•q / / // /// \/ PROVIDE 2" CONDUIT FOR OTHERS(TYP.) / �___ —_-- FLU ��_ B g•'� / � / \ \ I � \ / \ \ �i///i//// \ O Larkin Parcel #2 LEGEND r®4 — R°U`M101E NOTE: LOCATIONS OF PROPOSED UTILITIES AND STREET TREES 7Y S wAreRlwoR•Nr "� BNNIA ALONG QUARRY HILL ROAD OBTAINED FROM QUARRY HILL (t MLm' c SUBDIVISION PLANS BY LLEWELLYN-HOWLEY INC., DATED 0 — — T,,,a,Nn a,RBEr,RF� FA9E ,gr—RI LHEE 10-25-07 AND LAST REVISED 11-0'1-09 000 Irr°PosIVTR==. PRorossoLwNNRs GRAPHIC SCALE se Ase as 1. ( IN FEET ) Iinch = 30 tea. �t6 0 y�—��4"�,� h~ , D" * q.1 39.�5O� "it AL AL C tY" (806 ram) PARKING/ROADWAY UWff •J FRUMV o '+eW YaaHaRawsa, � �a wrw4s�IM u. �mrwaMa„tie� • un ,�,r .a arnq.alas L,u4a,�r��� P�RRwa�� I65a.acfa LIGHTING ELECTRIC SERVICE PARKING LOT LUMINAIRE DETAIL N TS 2/17/30 SITE, UTILITY & LANDSCAPING REVISIONS RD 1/18/10 REV. PARKING LOT& LANDSCAPING GHK Dale I Revision By These plans shall only be used for the purpose shown below: ED Skelch/c—pt ] Act 250 Review [] Preliminary ] Coutou ion Final Local Review l] Bernd Drawing Z Lodge at Quarry Hill; N° Assisted Living Facility SM"% Z250 Quarry Hill Road South Burlington, VT Drawn 0 o LANDSCAPE & LIGHTING LI C„e0ckd � PLAN o te ZNov.2009 Scale Lamoureux & Dickinson 1"= 30' shee RUmhe LoConsulting Engineers, Inc. 14 Mouse Drive, Essen, VT 05452 802-878-4450 2 of 6 www.1,13e0ginecring.cern Bullrock ;Corporation February 10, 2010 Raymond Belair City of South Burlington, Administrative Officer 575 Dorset St. South Burlington, VT 05403 Dear Raymond, We would like to invite the neighbors of Quarry Hill and the South Burlington Planning Commissioners to join us for a review of the landscape plans for the proposed Lodge at Quarry Hill. Please join us for a presentation to review landscape design, materials and locations for the landscape aspect of the project. We will host a review on Tuesday, February 161h at 6 p.m. at The Lodge at Shelburne Bay (185 Pine Haven Shores Road, Shelburne, Vermont) and Wednesday, February 171h at 8:30 a.m. at the Lodge at Otter Creek (350 Lodge Road, Middlebury, Vermont). A walk through the Middlebury community will provide our neighbors and guests with a good perspective of the services we provide and the type of construction we offer. We certainly hope you can join us. Please R.S.V.P by Monday, February 151h to Sara Wool at sara@bullrockcorp.com or by calling 989-2730. If you would like further information about our sister properties, please visit The Lodge at Otter Creek in Middlebury, VT — www.lodgeatottercreek.com or The Lodge at Shelburne Bay, Shelburne, VT — www.shelbumebay.com. a Sara Wool Director of dvelopment & Community Outreach 2517 Shelburne Road, Suite 1 Shelburne, VT 05482 Phone: (802) 985-1460 No Text December 2, 2009 Lamoureux & Dickinson Consulting Engineers 14 Morse Drive Essex Jet. VT 05452 RE: Lodge at Quarry Hill Assisted Living Facility Dear Sirs: The South Burlington Water Department has reviewed the water infrastructure design for the above referenced project as shown on the preliminary plans dated November 2009. Please find my comments below. 1. The attached Application for Water Allocation must be completed and returned to the South Burlington Water Department as soon as possible. As this project continues, the Application for Water Allocation will need final approval from this Department, which will be contingent upon available water storage capabilities within the City. 2. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 3. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the `Backflow Ordinance." Please contact this department for more information on the installation and proper setting of backflow prevention devices. 4. The above referenced CWD Specifications state that no water lines shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The appropriate CWD Supervisor may restrict work before November 15 and after April 1 during adverse weather conditions. 5. Eight -inch and larger Ductile Iron (DI) water pipe shall have no less than three (3) brass wedges installed at each joint. Bury depth to the new mains shall be six feet (6') to the top of the pipe. DI water pipe shall be Class 52, cement lined. Soil corrosiveness testing is required for this DI water main installation or the pipe shall be poly wrapped. 6. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or approved equal. 7. No parallel underground utility shall be designed or installed within four feet (4') of the water main from either side, or above the water main from the bottom of the main to finish grade. The exceptions of storm sewer and sanitary sewer are only as allowed by the CWD Specifications and the VT Water Supply Rule. No building or structure shall be built above the water line or within the water line easement. Generally storm sewer and sanitary sewer will be designed to be installed with a five-foot (5') separation unless provisions have been included to allow for proper support of either the storm water or sewer structures or water lines in the event of a needed excavation of the water main. The gas line, telephone line, and electric service are not shown on these plans. No utility shall be placed within five feet of any gate valve or ten feet of any fire hydrant. Generally, trees and shrubs shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 8. Insulation shall be installed between the proposed water line and storm water line. 9. The SBWD shall be notified in advance to inspect all mechanical joint fittings, main line taps, appurtenances, thrust blocks, water line crossings, and testing prior to occurrence or backfilling. 10. Further review changes may be required as this project proceeds through the permit process. Future plans must include details and specifications as required in above. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann LaRose Doug Brent Enc. Plan Reviews: Lodge at Quarry Hill 11-09 DEVELOPMENT REVIEW BOARD 2 FEBRUARY 2010 The South Burlington Development Review Board held a regular meeting on Tuesday, 2 February 2010, at 7:30 p.m., in the Conference Room, City Hall, 575 Dorset St. Members Present: J. Dinklage, Chair; M. Behr, E. Knudsen (arrival noted), G. Quimby, R. Farley, M. Birmingham, B. Stuono Also Present: R. Belair, Administrative Officer; C. LaRose, Associate Planner; T. DiPietro, Stormwater Superintendent; L. Bresee, S. Roy, M. Young, S. Dooley, M. Lauder, R. Dickerson, F. Mason, B. Bouchard, L .Wilson, B. Armstrong, D. Dickey, J. Leinwohl, A. Halpern, T. Peterson, J. Reilly, K. Bean 1. Other Business & Announcements: No issues were raised. 2. Minutes of 5 January 2010: Ms. Quimby moved to approve the Minutes of 5 January 2010 as written. Mr. Farley seconded. Motion passed unanimously. 3. Miscellaneous Application #MS-10-01 of City of South Burlington for after -the - face approval to alter the existing grade for the construction of storm water improvements, 1175 Hinesburg Road: Mr. DiPietro said they received approval in April but didn't get a zoning permit within the allowable time. There are no changes to the plan. Ms. Quimby moved to approve Miscellaneous Application #MS-10-01 of City of South Burlington subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed 6-0. 4. Pre minary Plat Application #SD-10-02 of Bullrock Corporation to amend a reviousl pproved planned unit development consisting of five multi -family dwellings for a of 160 units and a 40-unit congregate housing facility. The amendment consists of constructing a 100-unit assisted living facility, 250 Quarry Hill Road: Mr. Roy indicated that they did float the balloons on the site for people to observe. He showed what the balloons indicated and which "balloon scenario" they are proposing. He testified that the peak of the roof will be 387 feet above sea level. Mr. Dinklage asked why a peaked roof instead of flat. Mr. Roy said it allows them to put all the mechanicals inside. It also matches the building across the street. Ms. Mason noted that when the balloons were flying, even the lowest one was above the tree line. DEVELOPMENT REVIEW BOARD 2 FEBRUARY 2010 PAGE 2 Mr. Dinklage asked about traffic mitigation. Mr. Dickinson said they will install a left turn lane southbound on Spear Street. When the road is widened, there will be underground conduits, etc., for a fioure traffic signal. When the signal is warranted, this developer will be required to contribute to it. Mr. Dickenson said that will probably be before full build -out.- Mr. Belair said he will get back to the Board as to how that will happen. There is a bond required when the second building is built, and the city already has that bond. Mr. Dinklage said there will have to be a wetland study for final plat. Mr Dinklage questioned the number of parking spaces in front of the building and asked why they can't be moved. Mr. Roy showed these on the plan and said they will be removed. They were going to be used for contractors servicing the building. Mr. Stuono asked how the pre-existing grade is determined for a sloped site. Mr. Belair explained that they take the average existing grades around the perimeter of the building. A member of the audience noted that the traffic study says traffic is less than it was previously. He indicated that his observations indicate this isn't true and asked how the need for a traffic signal is determined. Mr. Dickenson explained that most warrants relate to traffic exiting the development. The peak hour warrant is about 100+ exiting cars. The warrants are also a function of traffic on Spear St. Mr. Dickenson said this is a method used by everyone. Ms. Lauder asked if the standard is based on the type of neighborhood (i.e., residential, commercial, etc.). Mr. Dickenson said it is based on the type of area, speeds, etc. Mr. Dinklage noted that applicant has contributed to traffic mitigation. It is now up to the city to act. Ms. Oak expressed concern with crossings on the bike path. Mr. Belair said it is part of the improvement design, and crosswalks are on the plans. Ms. Dooley said she didn't feel averages should be used in the traffic study because the standard variation is greater than the mean. She also didn't feel the proximity of a bus route overcomes this. Ms. LaRose said there is a standard for when each of the measurements is used. Ms. Dooley asked why there are no AM distribution charts. Mr. Dickenson said the PM is much higher than the AM, and it is a standard practice to use the PM figures. Mr. Roy stressed that none of the residents will have vehicles, and staff will have turnaround times of 7 a.m. and 3 p.m., which are a bit off from the regular peak hours. Mr. Bresee said they should be thinking that when the traffic light goes in there should also be a pedestrian activated signal. Ms. LaRose said she believes that has already been taken into account. Ms. Lauder said it is already very hard to turn left in the morning and the sooner the traffic signal goes in, the easier that will be. Mr. Bean said the parking lot will be up against a single family neighborhood. He asked about the dumpster location. Mr. Roy said it will be on the downhill side, he wasn't sure where. DEVELOPMENT REVIEW BOARD 2 FEBRUARY 2010 PAGE 3 Mr. Dinklage suggested the applicant meet with neighbors regarding landscaping and noted that the Board will be looking at that in detail at final. Mr. Roy noted a typo in the approval motion. There were 64 not 74 parking spaces, and with the removal of the spaces in front, there will be 60. Mr. Belair said the decision is based on the information staff had, and staff hasn't seen a plan with 60 spaces. Members agreed not to change the decision until staff has new plans. Ms. Quimby moved to approve Preliminary Plat application #SD-10-02 of Bullrock Corporation subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed 6-0, Mr. Knudsen arrived at this point in the meeting. 5. Continued Preliminary Plat Application #SD-09-51 of Pizzagalli Properties, LLC, for a planned unit development to construct a 50,000 sq. ft. office building, 119 Tilley Drive: Mr. Bouchard said they had gone back and rethought the plan. It now shows the primary entrance at the easternmost curb cut. They will be presenting a new 2-lot subdivision. Mr. Bouchard noted that when the drive moved, everything shifted to the west. Eleven parking spaces were displaced which were relocated in front of the building. Ms. LaRose noted that this application was received before there was clarification of parking standards regarding parking in front of the building. Mr. Dinklage asked why the building can't come forward and have more parking in the rear. Mr. Bouchard said the topography in back drops down 10 feet and they would have to build stairs up to the parking. He added he would try to find another location for them. Mr. Belair noted the applicant is proposing parking to meet the medical office standard and is currently proposing general office use, so this parking is a "worst case" scenario. Mr. Bouchard said they will be happy to consider screening the parking. Mr. Stuono said a building surrounded by concrete is contrary to what the city is trying to accomplish. Mr. Bouchard said they are willing to look at it again. Mr. Farley said he was OK with the parking. Mr. Birmingham said he was as well but would like some screening. Other members agreed. Mr. Young asked how storm water will be dealt with. Mr. Dinklage said they are not at that level of review yet, but there is a big storm water pond. Mr. Stuono said he liked the new entrance design. Ms. Wilson said she felt this is a big improvement and appreciated the effort. She was more concerned with parking higher up and closer to their backyard. Mr. Armstrong agreed. He felt BFJ Planning Mr. Ray Belair Administrative Office City of South Burlington 575 Dorset Street South Burlington, VT 05403 Project 00362.13.E Professional Services from Februa Professional Personnel Jacquemart, Georges Rabiee, Alireza Totals Total Labor Outstanding Invoices SB 250 Quarry Hill 01, 2010 to February 28, 2010 Hours 1.00 5.00 6.00 Number Date Balance 2 2/18/2010 1,175.00 Total 1,175.00 Billings to Date Current Prior Labor 825.00 2,375.00 Totals 825.00 2,375.00 INVOICE PLEASE PEM17 PAYMENT TO March 15, 2010 Invoice No: 00362.13.13 - 3 Rate Amount 200.00 200.00 125.00 625.00 825.00 825.00 Total Amount Due $825.00 Total Received 3,200.00 3,200.00 1,200.00 Post -it® Fax Note 7671 Date y pages► To From Co./ ept. I Co. Phone # Phone # Fax # Fax # Mr. Ray Belair Administrative Office City of South Burlington 575 Dorset Street South Burlington, VT 05403 Project 00362.13.E SB 250 Quarry Hill Professional Services from January 01, 2010 to January 31, 2010 Professional Personnel Jacquemart, Georges Rabiee, Alireza Totals Total Labor Outstanding Invoices Number Date 1 1 /20/2010 Total Billings to Date Current Labor 1,175.00 Totals 1,175.00 INVOICE PLEASE PEMt T PAY m[NI '(D February 18, 2010 Invoice No: 00362.13.E - 2 Hours Rate Amount 1.50 200.00 300.00 7.00 125.00 875.00 8.50 1,175.00 Total Amount Due Balance 1,200.00 1,200.00 Prior Total Received 1,200.00 2,375.00 1,200.00 2,375.00 0.00 Post -it° Fax Not 7671 Date J pages To From Co./Dept. Co. Phone # Phone # Fax # ^�D Fax # 1,175.00 $1,175.00 BFJ Buckhurst Fish & Jacquemart Inc. 115 5th Avenue New York, NY 10003 Tel (212) 353-7474 Fax (212) 353-7494 Memorandum To: Ray Belair, Administrative Officer, City of South Burlington From: Georges Jacquemart, P.E.,AICP Tel (212) 353 7477 Email g.jacquemart@bfjplanning.com Alireza Rabiee Tel (212) 353 7486 Email a.robiee@bfjplanning.com Subject: Review of 250 Quarry Hill Road Application Date: February 3, 2010 We have reviewed the January 29, 2010 memo by Lamoureux & Dickinson, Inc., in response to the BFJ Planning January 21, 2010 memo, commenting on the 250 Quarry Hill Road development traffic analysis. The traffic consultant performed an updated capacity analysis for the two intersections of Spear Street with Swift Street and East Avenue, as recommended by BFJ. The traffic consultant concluded that the background traffic volumes in the vicinity of the proposed development have not increased as was originally projected in the Wilbur Smith 2004 report, but have decreased since then. Also improvements constructed by the City of South Burlington at the Spear Street/Swift Street intersection have eased the traffic congestion that previously existed at that location and therefore the overall traffic conditions in the immediate vicinity of the Project are improved compared to the original Quarry Hill Traffic Study. We agree with the use of the lower trip generation number because of the proximity of the project site to local bus service, UVM and Fletcher Allen. The capacity analysis results show that there would not be any changes in the overall intersection levels of service, comparing no -build and build conditions. Also the overall intersection delay increased only one second per vehicle. We believe that the proposed development traffic impacts are negligible. Please let us know if you have any comments. BF'J Planning; Mr. Ray Belair Administrative Office City of South Burlington 575 Dorset Street South Burlington, VT 05403 Project 00362.13.B SB 250 Quarry Hill Professional Services from December 01, 2009 to December 31 2009 Professional Personnel Jacquemart, Georges Rabiee, Alireza Totals Total Labor Billings to Date INVOICE Pf EAS[, Rf Wl FAYME NY TO January 20, 2010 Invoice No: 00362.13.E - 1 Hours Rate Amount 1.00 200.00 200.00 8.00 125.00 1,000.00 9.00 1,200.00 Total Amount Due Current Prior Total Received Labor 1,200.00 0.00 1,200.00 Totals 1,200.00 0.00 1,200.00 0.00 Post -its' Fax Note 7671 Date s v pages► To It From Co./Dept. Co. Phone # Phone # Fax # V Fax # 1,200.00 $1,200.00 rr Wing ..r southburlinoon PLANNING & ZONING February 3, 2010 Andy Thomas and Doug Moses Bullrock Corporation 2517 Shelburne Road, Suite 1 Shelburne, VT 05482 Re: 250 Quarry Hill Road Dear Mr. Thomas and Mr. Moses: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on February 2, 2010 (effective 12/2/2010). Please note the conditions including that you must submit for final plat within 12 months. If you have any questions, please contact me. Sincerely, J�4�av� Jana Beagley Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN'RECEIPT: 7009 0820 0002 2430 2559 P. 575 Dorset Street South Burlington, VT 05403 tell 802,846.4106 fax 802.846.4101 www.sburi.com south,. "'i PLANNING & ZONING February 3, 2010 Roger Dickinson 14 Morse Drive Essex, VT 05452 Re: 250 Quarry Hill Road Dear Sir or Madam: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, ?Jana Beagley Planning & Zoning Assistant Enc. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com d., PLANNING & ZONING February 3, 2010 Melanie Oak 56 East Terrace South Burlington, VT 05403 Re: 250 Quarry Hill Road Dear Sir or Madam: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Jana Beagley Planning & Zoning Assistant Enc. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Interested Persons Record and Service List sou hb, M i r q,,t -txt ;esnm: Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A: § 4461(b). The DRB must keep a written record of the name, address and participation of each per -son who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental_court, the DRB must supply a list•of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: PLEASE PRINT CLEARLY! NAME MAILING ADDRESS PROJECT OF INTEREST -�— S75- I O rs Di Pi—:;� ftd SG,o�, rr� itC� � Oak cfv¢ V '11'4y) �urk jtm VT o%,3 M C& f . 5U4'k &Iluy I&C sz kI Sre vw Roy 110 EAST S t{aRt✓ S o U i 44RANU /S t,r--r V-r QUAWY ji f Lt- 1-7gvav6% 5z5 �/GF'�1.�s re.✓ �'✓ems Z ��22y /�'!G� Z5 , r7 5kv +ti ✓�C. � r 5,,)eA6wrl �► ti Interested Persons Record and Service List southbudingion V k AMON I' Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing; there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon -receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: � }a PLEASE PRINT CLEARLY! NAME MAII IN(-- ennococ 1-044, r-KVJtU I Vh INTEREST Ulf OUA^A-c-e l-� (�1 r *s OR Interested Persons Record and Service List southburfLington rexvom Under the 2004 revisions to Chapter 11 T-the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate - compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation -of each person who has sought interested person status. 24 V.S.A. § 4461.(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal totheenvironmental court, the DRB must supply a list of interested - persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: l 6�� of PLEASE PRINT CLEARLY! NAME MAILING AnnRFgc DDn 1Mf11r ^r— 1►ITr—� 17 GI[CJ L-0�`w�G� A�a��� FRtr-MrFN FXu7V(N 67C�Aftl AL-cx � � 0I w��h°�E St. � N �+i�AW % O)Z. /��v2 'r Permit Number SD-J 9.11. CITY OF SOUTH BURLINGTON APPLICATION FOR PRELIMINARY SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Cupola Golf Course, Inc. c/o Ralph Deslauriers Jr. 2543 East Main St. Richmond, VT 05477 Phone: 802-434-4900 2) LOCATION OF LAST RECORDED DEED (Book and page #) Volume 759, Pale 235 3) APPLICANT (Name, mailing address, phone and fax #) Bullrock Corporation 2517 Shelburne Rd. Ste. 1, Shelburne, VT 05482 Office:802-985-1460 Fax:802-862-0086 4) CONTACT PERSON (Name, mailing address, phone and fax #) Andy Thomas 2517 Shelburne Rd. Ste 1, Shelburne, VT 05482 Office: 802-985-1460 Cell: 802-999-3377 Fax: 802-862-0086 Doug Moses 2517 Shelburne Rd. Ste 1, Shelburne, VT 05482 Office: 802-985-1460 Cell: 802-999-1561 Fax: 802-862-0086 5) PROJECT STREET ADDRESS: 250 Quarry Hill Road 6) TAX PARCEL ID # 1420-00250 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) None b) Proposed Uses on property (include description and size of each new use and existing uses to remain) We are proposim to construct a 100 unit Assisted LivinE Facility with a building footprint of 27.000SF c) Total building square footage on property (proposed buildings and existing buildings to remain) 108,900 SF d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Based on current design our building would not require a height waiver. The roof will be a peaked roof, the height above average existing grade is 39'-11". The building will have 4 floors and a basement. e) Number of residential units (if applicable, new units and existing units to remain) 80 Assited Living units and 20 Memory Care units totaling 100 units f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Ten office employees and 100 non office employees totaling 110 employees working in a 24 hour shift and a 15 passenger bus. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: None 8) LOT COVERAGE a) Building: Existing 0% Proposed 22.4% b) Overall (building, parking, outside storage, etc) Existing 0% Proposed 51.2% c) Front yard (along each street) Existing 0"/o Proposed 9% 9) COST ESTIMATES a) Building (including interior renovations): $ 13,500,000 b) Landscaping: $150,000 c) Other site improvements (please list with cost): None 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): 266 Trips b) A.M. Peak hour for entire property (in and out): 17 Trips c) P.M. Peak hour for entire property (In and out): 26 Trips 11) PEAK HOURS OF OPERATION: 8:00am — 6:OOpm 12) PEAK DAYS OF OPERATION: 365 Days 13) ESTIMATED PROJECT COMPLETION DATE: 2010 - Permit and Financine 2011-2012- Construction 2013- Occupancy 14) PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. See Attached 15) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the at the time of submitting the application (see Exhibit A). requested as part of this application has been submitted and is ledge. SI TURE OF APPLICANT SIGNATCYPROPE Y O ER Do not write below this line DATE OF SUBMISSION: a 11LI) I have review this preliminary plat application and find it to be: Complete ❑ Incomplete Dir or of Planning oning or Designee Date EXHIBIT A PRELIMINARY PLAT PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, February 2, 2010 at 7:30 P.M. to consider the following: 1. Preliminary plat application #SD-10-02 of Bullrock Corporation to amend a previously approved planned unit development consisting of five (5) multi -family dwellings for a total of 160 units and a 40 unit congregate housing facility. The amendment consists of constructing a 100 unit assisted living facility, 250 Quarry Hill Road. John Dinklage, Chairman South Burlington Development Review Board A copy of the application is available for public inspection at the South Burlington City Hall. January 13, 2009 William and Miriam Oakes Sandra and John Dooley Francie Mason 48 East Terrace 44 East Terrace 40 East Terrace South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Marie Mackin and Ernest Lowder Ralph Deslauriers Jr. Christina and James Smullen 42 East Terrace 46 East Terrace 4 Sebring Road South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Melaina Rosner Wouter and Julie Nunnick Kevin and Margaret Sleeper 56 East Terrace 58 East Terrace 66 East Terrace South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Cupola Golf Course, Inc. Hiltrault Damm Burlington Country Club Quarry Hill Club 43 East Terrace 239 Spear Street 270 Quarry Hill Road South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Leonie Nelson Horizon Height Condo Assoc. Timothy Taylor 22 Quarry Hill Road c/o Bill Marks 38 East Terrace South Burlington, VT 05403 PO Box 1553 Burlington, VT 05402 South Burlington, VT 05403 89-2 Realty, Co. LLC Burlington Tennis Club 165 East 72nd Street, #20 C PO Box 143 New York, NY 10021 Burlington VT 05402 Andrew Devost Anthony and Kay Martello Quingbin and Yau Wang 340 Spear Street 114 Shepard Street 72 East Terrace South Burlington, VT 05403 Winooski, VT 05404 South Burlington, VT 05403 State of Vermont Michael Dunne Agency of Transportation 133 State Street 154 Gardenside Lane Montpelier, VT 05633 Shelburne, VT 05482 January 13, 2010 Re: 250 Quarry Hill Road Dear Property Owner: Enclosed is a copy of a public notice that will be published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public hearing. Sincerely, Jana Beagle y Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tell 802.846.4106 fax 802.846.4101 www.sburi.com lnrorrnauun, rnuo w convening a hearing, the District Commission must determine that substantive issues requiring a hearing have been raised. Findings of Fact and Conclusions of Law will not be prepared unless the Commission holds a public hearing. Should a hearing be held on this project and you have a disability for which you are going to need accommodation, please notify us by January 26, 2010. Parties entitled to participate are the Municipality, the Municipal Planning Commission, the Regional Planning Commission, adjoining property owners and other persons to the extent they have a par- ticularized interest that may be affected by the proposed project under the 10 criteria. Non- party participants may also be allowed under10 V.S.A. § 6085(c)(5). Dated in Essex Junction, vermoht, this 23rd day of December, 2009. By: /s/Peter E. Keibel Peter E. Keibel Natural Resources Board District #4 Coordinator 111 West Street Essex Junction, VT 05452 T/ 802.879.5658' E/ peter. keibel@state. vt.us Agency of Natural Resources Department of Environmental Conservation NOTICE OF CONDITIONAL USE DETERMINATION 2004-230 Arequestfora Conditional Use Determination, required pursuant to the provisions of Section 8 ofthe Vermont Wetland Rules has been received from Steve Bergman, landowner of Essex, VT. Approval is being requested for the construction of a 5-lot subdivision. The proposed project will impact 1,200 square feet ofwetland and 2,455 square feet of buffer zone. The wetland is located on Chapin Road in Essex. Copies of the applir tion are available fc, review at the Vermont Wetlands Office in Essex, the Town Clerk's Office in Essex and the Regional Planning Commission office in Winooski. Conditional Use Determinations may only be approved if it is shown that the proposed conditional use will not have an undue adverse impact on the functions and values of any significant wetlands or their adjacent buffer zones. Any person may file comments in writing on this application through January 29, 2010 with: Julie Foley District Wetlands Ecologist Water Quality Division Department of Environmental Conservation 111 West Street Essex Junction, VT 05452 BURLINGTON DEVELOPMENT REVIEW BOARD Tuesday, February 2, 2010 PUBLIC HEARING NOTICE The Burlington Development Review Board will hold a public hearing on Tuesday, February 2, 2010 at 5:00 p.m. in Contois Auditorium, City Hall to consider the following applications; 1.10-0184AP:197 Staniford Road (RL, Ward 4) John Somers Appeal of administra- tive decision to dismiss/ deny as incomplete the application to change use from single family to duplex. Plans may be viewed in the Planning and Zoning office, (City Hall, First Floor,149 Church Street, Burlington), between the hours of 8:00 a.m. and 4:30 p.m. This may not be the final order in which items will be heard at the meeting. Please view the final Agenda, at www.ci.burlington. vt.us/planning/drb or posted on the Planning and Zoning Office notice City of Burlington Annual City Election Information Many offices will be vacant effective March 31, 2010. Vacancies include the Ward Clerk in every Ward, one Inspector of Election in every Ward, one School Commissioner in every Ward, and one City Councilor in every Ward. In Ward 2 both City Council positions will become vacant on March 31, 2010 due to the resignation of Councilor Emma Mulvaney-Stanak. This seat will be elected for the balance of the term which is through March 31, 2011. These vacancies will be filled by election on March 2, 2010 at the Annual City Election. The term of office for Ward Clerks commences April 4th, 2010 and they serve for the term of 2 years, The term of office for Inspectors of Election commences on April 4th, 2010 and they serve for 3 years. The term of office for City Councilors and School Commissioners commence on April 5th 2010 and they serve for 2 years. In order to be placed on the ballot, interested candidates need to submit petitions to the Clerk/Treasurer's Office no later than 5:00 p.m. Monday January 25th, 2010. Petitions can be obtained from the Clerk's Office, on the website, www. ci.burlington.vt.us/ct/ elections, or by calling 865-7136. Petitions require 30 signatures of registered voters in the Ward for each vacancy. CITY OF BURLINGTON TRAFFIC REGULATIONS The following traffic regulations are hereby enacted by the Public Works Commission as amendments to Appendix C, Motor Vehicles, and the City of Burlington's Code of Ordinances: Sec. 27. No parking except with resident parking permit. No person shall park any vehicle "residential parking. (a) As Written (b) As Written (c) As Written (d) Streets designated for residential parking from 6:00 a.m. to 6:00 p.m., Monday through Friday include: (1) through (12) As Written IReserved.] On L orth side of Main Street beginning 30 feet west of South Union Street and continuing_ west for 80 feet. (26) through (28) As Written Adopted this 9th day of September 2009 by the Board of Public Works Commissioners: (13) On the north side Attest Norman Baldwin, of Spruce Street from P.E. South Willard Street to Assistant Director - South Winooski Avenue. Technical Services (14) through (15) As Written (e) As Written (f) As Written (g) As Written Administrative correction made on this 14th day of December 2009: Attest Norman Baldwin, P.E. Assistant Director - Technical Services Adopted 12/14/2009; Published 1/13/2010: Effective 2/3/2010. Material in [Brackets] delete. Material underlined add. CITY OF BURLINGTON TRAFFIC REGULATIONS The following traffic regulations are hereby enacted by the Public Works Commission . as amendments to Appendix C, Motor Vehicles, and the City of Burlington's Code of Ordinances: Sec. 9. Fifteen -Minute Parking. (a) No person shall park a vehicle longer than fifteen (15) minutes, between the hours of 8:00 a.m. and 10:00 p.m., Sundays and holidays excepted, in the following areas: (1) through (126) As Written (b) No person shall Adopted 9/9/2009; Published 1/13/2010; Effective 2/3/2010. Material in (Brackets] delete. Material underlined add. CITY OF BURLINGTON TRAFFIC REGULATIONS The following traffic regulations are hereby enacted by the Public Works Commission as amendments to Appendix C, Motor Vehicles, and the City of Burlington's Code of Ordinances: Sec.7. No -Parking Areas. No person shall park any vehicle at any time in the following locations: (1) through (276) As Written (277)lReserved.]1Zn the north side of Main Street beginning at the east edge of the driveway to #288 and continuing east for110 feet. (278)(Reserved]9i1 the north side of Main Street for 30 feet west of South Union Street. (279) through (506) As Written Adopted this 9th day of December 2009 by the Board of Public Works Commissioners: Attest Norman Baldwin, P.E. Assistant Director - Technical Services Material unrlenlnea add. PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, February 2, 2010 at7:30 P.M. to consider the following: , 1. Preliminary plat application #SD-10-02 of Bullrock Corporation to amend a previously approved planned unit development consisting of five (5) multi -family dwellings for a total of 160 units and a 40 unit congregate housing facility. The amendment consists of constructing a 100 unit assisted liv- ing facility, 250 Quarry Hill Road. John Dinklage, Chairman South Burlington Development Review Board Copies of the applica- tions are available for public inspection at the South Burlington City Hall. January 13, 2009 m z 0 e N The contents of storage unit(s) 01-4103 located at 28 Adams Dr, Williston, VT 05495, 3 will be sold on the 21st of the month of January 2010 to satisfy the debt of Dick Kwan. 0 Any person claiming a w right to the goods may o pay the amount claimed o due and reasonable o expenses before the sale, in which case the sale may not occur. Please note this in not a N public auction. M FrBROWSE HOUSING ON YOUR PHONE: N CONNECT TO M.SEVENDAYSVT.COM ON ANY WEB -ENABLED CELLPHONE AND GET FREE, UP -TO -THE MINUTE APARTMENT Fnn SE EIN DAYSOCLA SIA IEDS.DS AND HOUSING FOR SALE FROM n V January 13, 2010 Cupola Gold Course, 2543 East Main St. Richmond, VT 05477 south PLANNING & ZONING Inc. c/o Ralph Deslauriers, Jr. Re: 250 Quarry Hill Road Dear Property Owner: Enclosed is a copy of a public hearing notice that will be printed in Seven Days. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, YJana&Beagley Planning & Zoning Assistant Encl. Cc: Andy Thomas and Doug Moses 2517 Shelburne Road, Suite 1 Shelburne, Vt 05482 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 0 south PLANNING & ZONING January 13, 2010 Re: 250 Quarry Hill Road Dear Property Owner: Enclosed is a copy of a public notice that will be published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public hearing. 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"'. ■ ■■'..-` ■aa-fty■■!k+.EI■r -f ■■ ■■I■ ■■ ■E ■■ ■ ■ ENo lose ft WIT i t `mowM Quarry Hill Club I South Burlington, Vermont I Elevation Impact Study I Date: February 2, 2010 245 South Park Drive I Suite One I Colchester, Vi 05446 1 P: 802.655.5020 I F: 802.655.6567 I wien,annlamphere.com 4. - �• / � t j K J r IPA ✓. �;�' J� N a '9}' ti� . �• Quarry Hill Club I South Burlington, Vermont I Elevation Impact Study I Date: February 2, 2010 245 South Park Drive I Suite One I Colchester, VT 05446 1 P: 802.655.5020 1 F: 802.655.6567 1 wiemannlamphere.com RED BALLOON AIN BND EYO VIEWN6 ANGLE TO TOP OF MOUNT ONE 5TORY HOUSE W/ PITCHED ROOF DGGE OTIW LARTREE _-- IF MILT ON AVAILABLE LOT. (110 WAIVERS) — --- -- - _ - -- ELEVATION a PEAK . 9RD-0• -- �� -- ELEVATION 1 MID-AORR AO 7YMAL STREET TRIM AS PMMITED BY -.. - _ _ 'JOT-S .. QUARRY HILL SUBDIVISION ATLIGATION _ _.. _ _ -. _.. _... O .. 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ROAD PROPILE BCYOND �! ---- --..'.-.----__--- _____—_--- ROAD PROFILE BEYOND -- AVERA&E EXISTINS - -- - PARKING 15 CIJT INTO HILL AND ----- - - - _ -- .. _.. ..... MINIMIZES VIEW FROM.WEST. PARKING RV. -.. ROADWAY PBlM1. BJIL.N& U'✓OGICZONS710KTION ✓ �RED BALLOON - SLOPED ROOF W/ NO WAIVER �n UGHYYSFF FOOTPRINT UP � BEEN MIOF RRORED PARKIN& WILL BE UNDER THE BUILOINS ONE STORY NOISE w/ PITCHED ROOF �/-EXISTINS LARGE TREE IF MALT ON AVAILABLE LOT. (NO W IVER5) TYPICAL STREET TREES AS PBRMITED BY —_l __------ • QUARRY HILL SUBDIVISION ARLN:ATION -'-- EAST TERRACE MOUNTAIN ROAD ELEV. ROAD FlROPILG BE -. -.. YOND ROAD PROFILE BEYOND m® EAST TERRACE ROAD ELEV. (DBLUE BALLOON - SLOPED ROOF W/ NO WAIVER ONE STORY HOUSE Y PITCHED ROOF "' X STINS LAMS! TR!! IF BUILT ON AVAILABLE LOT. (NO 14AIVER5) fTYPICAL STREET TREES AS PERD MITEO Y -- QUARRY HILL SUBDIVISION APPLICATION ROAD PROFILE I - ,�,-BEYOND - _— T --� — ROAD PROFILE BEYOND • RED BALLOON ® ELEVATION: 3q8'-O" • BLUE BALLOON ® ELEVATION: 387'-0" • GREEN BALLOON ® ELEVATION: 353'-0" �OREEN BALLOON - FLAT ROOF W/ 5'-41' WAIVER BIDE BALLOON VATIOI • PEAK • BDT TO TOP OP MOUNTAIN ELEVATION • MID -POINT - AVERASE EXISTINS -�OOADWAY PERMI TED BUILDI -_ IMDER CONSTRUCTION N v1ewN& AIaLe To roP ar M0IMTAIn a...�-. 6RE91 BALLOON _ate MAXIMUM ROOF ELEVATION . 565'-0' -.a r-tOI1Nr AIN _' ENTRY ='hC AVERASE EXISTIN5 Jy GRADE . SNO'-]• �.3C SERV........ ...... ROADWAY P✓ PE RMITED SUILDINS -_.. UNDER CONSTRUCTION - Wemann Lam here ARCHITECTS ZZ cmu." 6 )sun ANNE ZZ mm Cm ■m Sms m m 2K E 0 No 00 oo Est" ME ME so lo 4 ME so so R u ME on on ON on No ME o T'Lt • Sim ME INN. INN. Sol INS' IS k-,4'2� ut • � y f R tow r r —` •�=� ov r � '� �,�'� 'aw,IM• i '�.: � � �r�•b� � `"' r' � ��„}� r4owA-'k�}Ia°1ltl.���'1��� Ada • t. it tiu 4 � r� ( v }}}} ' t K .'L t -nr, � .1. I . ��� , , �•�� old,,.. ,: N����.�Y � �. 'nlrr8. Quarry Hill Club I South Burlington, Vermont I Elevation Impact Study I Date: February 2, 2010 245 South Park Drive I Suite One I Colchester, Vi 05446 1 P: 802.655.5020 1 F: 802.655.6567 1 wiemannlamphere.com n1� F W ` � p � 0 T- �-A LU �w~ zw -zw ppd zW ��� �OL tL tY 0 LL W�� �LU �y w > d w 4 � LL LLI 1LI �0)w� -w z o 0 } o? zOL < LL p 0 N Z � w � � wWwWO oz ks) O w > T- x Z LLI Ownership of Instruments of Service s, specifications, computer files, field data, notes and other documents and instruments prepared by the Consultant as instruments of servi property of the Consultant. The Consultant shall retain all common law, statutory and other reserved rights, including the copyright thereto. o r w �� �,�� Yf'�1�([�l}}� �r f1t-� V k SMi•.'-�+r _ { �� 'S s�y • N n i ., 1 1 m Al Ti LL LO o i 1 V- -��, ..- , - ate• .. ,� � � E - - � _ _ N -tw Ptl 41 Ol ' K 'fit �� ' � .. - _-_._%..•.��... _ -• A N i N u o O O _ r > N _ O �. ,may r..•.:� -. A.- -ice-- •, .r•, c c co r . L a _ tl 04 to FE W , cl OR— a E� �'f}'C _'•ey"ye�. �£ t y ,jFj �1 t,. r �r itAuc d' � I fool i aaii LIA • isss Sate.: 3 � 1.i a 4 r' &1 t:1 6T Ff REAM FEW Aj CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD \sub\quarry hilkbullrock_prelim.doc enda #4 nu.nnr Cupola Golf Course 2543 East Main Street Richmond, VT 05477 d rd-hifnr-f Wiemann Lamphere 245 South Park Drive Suite One Colchester, VT 05446 Location Map DEPARTMENT OF PLANNING & ZONING Report preparation date: January 26, 2010 Plans received: November 12, 2009 BULLROCK CORP - PLANNED UNIT DEVELOPMENT PRELIMINARY PLAT APPLICATION #SD-10-02 Meeting Date: February 2, 2010 Applicant Bullrock Corporation 2517 Shelburne Road Ste 1 Shelburne, VT 05482 Contact: Andrew Thomas/Doug Moses Property Information Tax Parcel ID 1420-00250 R12 District 4.53 acres Please note: The above aerial photo was taken in 2004 and does not reflect current ground conditions. Furthermore, the lot listed as "subject property" has since been subdivided and does not accurately reflect the lot in question. This photo is for relative location only. CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hilkbullrock preliminary.doc Bullrock Corporation, hereafter referred to as the applicant, is seeking preliminary plat review to amend a previously approved planned unit development consisting of five (5) multi -family dwellings for a total of 160 units and a 40 unit congregate housing facility. The amendment consists of constructing a 100 unit assisted living facility, 250 Quarry Hill Road. The applicant submitted a preliminary plat application (#SD-09-50) which was heard by the Development Review Board on December 15, 2009 (minutes attached). The applicant has since withdrawn that application (letter from applicant attached) so that the project could be reviewed under recent changes to the South Burlington Land Development Regulations with respect to parking. No new plans have been submitted; the applicant has submitted an elevation which details three potential building designs and their respective heights against the horizon as viewed from the public right of way of East Terrace (attached). Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as staff, have reviewed the plans submitted on November 12, 2009 and have the following comments. Zonin_g District & Dimensional Requirements Table 1. Dimensional Requirements R12 Zoning District Required Proposed Min. Lot Size 3,500 SF 2.71 acres Max. Density* 12 units/acre *` �l Max. Building Coverage 40% 2248% �l Max. Total Coverage 60% 51.2% Min. Front Setback 30 ft. >30 ft. Min. Side Setback 10 ft. >10 ft. Min. Rear Setback 30 ft. >30 ft. Max. Building Height 40 ft. 40 ft. zoning compliance ** assisted living facilities are not included in residential density calculations The applicant has submitted a revised application (plans received January 27, 2010) which states that they are seeking approval for a pitched roof building that is 40 feet high. The attached sketch shows this as the building represented by the blue balloon. The entire Quarry Hill subdivision was approved as a planned unit development and therefore all development approved on any of the lots will be viewed as cumulative development on the 25.67 acre property. PLANNED UNIT DEVELOPMENT STANDARDS CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hill\bullrock preliminary.doc Pursuant to Section 15.18 of the South Burlington Land Development Regulations, PUDs shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13(B)(1) of the South Burlington Land Development Regulations, the existing public utility system shall be extended to provide the necessary quantity of water, at an acceptable pressure, to the proposed additional dwelling units. The South Burlington Water Department reviewed the plans and provided comments in a letter dated December 2, 2009 (attached). 1. The applicant shall adhere to the comments of the South Burlington Water Department. Where necessary, the plans shall be revised prior to final plat approval. 2. Occupancy shall not take place in the proposed building until the applicant has obtained final water allocation approval from the South Burlington Water Department. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. 3. The applicant shall obtain preliminary wastewater allocation approval from the Director of Planning and Zoning prior to submittal of the final plat application and final plat final wastewater allocation prior to issuance of a zoning permit. The South Burlington City Engineer reviewed the plans and provided comments in a memo dated November 19, 2009 (attached). 4. The applicant shall adhere to the comments of the South Burlington City Engineer per the memo dated November 19, 2009. Where necessary, the plans shall be revised to comply with these comments. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. 5. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hill\bullrock preliminary.doc Access to the subdivision is proposed via Quarry Hill Road, which is currently privately owned and maintained. Quarry Hill Road is approved as a future city street and will extend from Spear Street to East Terrace, with the latter portion limited to emergency access only and regulated through signage. Access to the proposed buildings is via a 25 foot wide access drive from Quarry Hill Road. A 25 foot wide service drive is also proposed via Quarry Hill Road. Staff finds this to be sufficient and preliminary conversations with the Fire Chief have indicated that the layout is acceptable. The applicant submitted a traffic impact study performed by Wilbur Smith Associates in October, 2003 with the original subdivision, of which the subject property was part of. This traffic study analyzes the traffic impacts of 281 units, which is the maximum number of units allowed under the density requirement of the Land Development Regulations for the entire property. Fuss & O'Neill Inc. was contracted to perform technical review of the traffic impact study for the City. The traffic mitigation measures for the entire property were established during previous approvals (condition #9, application #SD-04-26, attached). This condition shall remain in effect. 6. The plans should be revised to incorporate any applicable traffic impact mitigation techniques, as recommended by the traffic impact study performed by Wilbur Smith Associates in October, 2003, as amended by Fuss & O'Neill Inc., prior to final plat approval. The applicant has submitted a traffic impact report dated November 4, 2009 from Lamoureux & Dickinson Consulting Engineers which indicates that the proposed assisted living facility will add 26 pm peak hour trip ends to the previously approved 155 pm peak hour trip ends. The applicant should address whether this will have any impact on the existing mitigation requirements. The Development Review Board previously invoked a technical review of this traffic study. The City's consultant reviewed the plans and the traffic study, and responded in a memo dated January 21, 2010 (attached letter from BFJ consultant Georges Jacquemart). 7. The Board should discuss the results of the technical review and determine what, if any, additional studies or measures should be implemented by the applicant. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The plans submitted by the applicant depict Cathy O'Brien's wetland delineations. Although the planned unit development as a whole contains various wetlands, it does not appear that the lot proposed for development contains any wetlands. 8. The applicant should provide confirmation as to whether or not the lot proposed for development contains wetlands, with the final plat application. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hill\bullrock preliminary.doc According to Section 4.05 of the South Burlington Land Development Regulations, the purpose of the R12 District is to encourage high -density residential use and planned unit developments shall be required. Staff feels this project conforms to the planned development patterns in the area and the stated purpose of the R12 District. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The open space areas have been planned in accordance with the original subdivision of the Planned Unit Development. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. 9. The South Burlington Fire Chief should review the proposed plans, prior to final plat approval 10. The size of the elevators in the proposed buildings should be sufficient to hold a stretcher. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The previously -approved public road will serve the proposed development. A sidewalk was previously -approved along the easterly side of the roadway. In addition, a 20' wide recreation path easement has been established along the southerly and easterly property boundary, connecting the Horizon Heights condominiums to the subject property. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 11. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The location and height of all proposed exterior lighting, as submitted, are acceptable. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed project is consistent with South Burlington's Comprehensive Plan and Land Development Regulations. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations, any PUD shall require site plan approval. Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hilkbullrock preliminary doc The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff feels the proposed project accomplishes a desirable transition from structure to site and from structure to structure. Staff previously had some concerns about safe pedestrian movement through the parking lot. The applicant has addressed these concerns with sidewalks which serve the entrance to the building from both the street and the parking area, as well as improvements to the parking area which facilitate movement through the access aisles. There is also a break in the center island and a striped safe crosswalk area. According to Table 13-1 of the South Burlington Land Development Regulations, the proposed 100-unit congregate care facility will require 60 parking spaces (0.6 parking spaces per dwelling unit). The applicant is proposing to provide 74 parking spaces on site. According to Table 13-7 of the South Burlington Land Development Regulations, the proposed project will require three (3) handicapped -accessible parking spaces; four are currently depicted on the plans. Parking: (a) Parking shall be located to the rear or sides of buildings. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; (ii) The parking area will serve a single or two-family home; (iii) The lot has unique site conditions such as a utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street; (iv) The lot contains one or more existing buildings that are to be re -used and parking needs cannot be accommodated to the rear and sides of the existing building(s); or, (v) The principal use of the lot is for public recreation. (c) Where more than one building exists or is proposed on a lot, the total width of all proposed parking areas that are both to the side of a building and between the front lot line and the building line of the building on the lot that is closest to the public street shall not exceed one-half of the total building width of all buildings on the lot that are located adjacent to the public street. Buildings separated from the front lot line by parking approved pursuant to 14.06(C)(2)(b) shall be considered adjacent to the public street. Buildings separated from the front lot line by any other parking areas shall not be considered adjacent to the public street. (d) The DRB shall require that the majority of the parking on through lots and corner lots be located between the building(s) and the side yards or between the building and the front yard adjacent to the public street with the highest average daily volume of traffic. Where the rear yard of a lot abuts an Interstate or its interchanges, the majority of parking shall be located between the building and the side yards or between the building and the yard that is adjacent to the Interstate. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hill\bullrock preliminary.doc The subject property is considered a corner lot. Subject to section (d) above, the DRB may allow parking between the building and the public street provided that the parking be located between the building and side yards. The parking on this lot is proposed to be what staff has deemed a side yard and therefore in compliance with this regulation. The site plan does include parking for four spaces to the front of the building. This is specifically prohibited under the Land Development Regulations. The plans should be revised to remove these parking spaces. 12. The plans shall be revised to remove the four (4) parking spaces proposed to the front of the building. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. As already stated, the applicant has not requested a height wavier as part of this application. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted typical building elevations for multiple sides of the proposed buildings. The Board should review these for consistence with this criterion. Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant has submitted typical building elevations for the proposed buildings. The Board should review these for consistence with this criterion. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The proposed project is part of a larger residential planned unit development. Staff does not feel it is necessary to require any specific access easements at this time. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hill\bullrock preliminary.doc Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). All dumpsters and solid waste facilities shall be accessible, secure, and screened to the satisfaction of the Development Review Board. 13. The plans should be revised to depict all proposed dumpsters and solid waste facilities, adequately screened, prior to submittal of the final plat application. Landscaping and Screening Requirements Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking areas with twenty (28) or more parking spaces, at least ten percent (10%) of the interior of the parking area shall be landscaped with trees, shrubs, and other plants. At least one (1) major deciduous shade tree, whose caliper is equal to or greater than two and one-half (2.5) inches when measures six (6) inches above ground at the time of planting, shall be provided for every five (5) parking spaces. 14. The plans shall be revised to show any of the parking areas subject to this requirement in compliance with the "Internal Landscaping of Parking Areas" requirements outlined in Section 13.06(B) of the South Burlington Land Development Regulations, prior to submittal of the preliminary plat application. The applicant has submitted a landscaping plan in accordance with Sections 13.06(F) and 13.06(G) of the Land Development Regulations. The City Arborist has reviewed the plans and provided comments in a memo dated November 30, 2009 (attached). 15. The applicant shall adhere to the comments of the South Burlington City Arborist per the memo dated November 30, 2009. Where necessary, the plans shall be revised to comply with those comments. 16. Pursuant to Section 13.06(B)(4) of the South Burlington Land Development Regulations, the plans should be revised to show the location of snow storage areas, prior to submittal of the final plat application. 16. The plans shall be revised to include a bicycle rack. CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hilkbullrock preliminarv.doc Staff recommends that the Board approve Preliminary Plat application #SD-10-02 subject to the conditional items included in this report. Respectfully submitted, 124, CathyaniX La Rose, Associate Planner 14 Morse Drive Essex, VT 05452 November 4, 2009 Andy Thomas Bullrock Corporation 2517 Shelburne Road, Suite 1 Shelburne, VT 05482 Lamoureux & Dickinsi. Consulting Engineers, Inc. Tel (802) 878-4450 Fax (802) 878-3135 www.LDengineering.com RE: Proposed Assisted Living Facility Traffic Impacts 250 Quarry Hill Road, South Burlington Dear Andy, As requested, we have examined the traffic impacts of the above -referenced project. This project proposes to develop QHC Lot #4 of the Quarry Hill planned unit development with an 100 unit assisted living facility. We understand that 80 units in this facility will be single occupancy and that the remaining 20 units will be double occupancy; thus providing a total of 120 beds. The Quarry Hill PUD received its initial City of South Burlington and Act 250 permits in 2004 and 2005, respectively. As part of those permit processes, the traffic impacts of the Quarry Hill PUD were analyzed in a traffic study prepared by Wilbur -Smith Associates dated April 2004. That study calculated the trip generation and resulting traffic impacts of a 281 unit residential townhouse/condominium development. Table 1 shows the Wilbur -Smith estimated peak hour trips for the entire PUD. Table 1 - Original Peak Hour Trips (vte/hr) ITE Land -Use Category AM Peak Hour PM Peak Hour In Out Total In Out Total #230 - Townhouse/Condominium (281 units) 20 105 125 105 50 155 Source: Wilbur -Smith, ITE Trip Generation 6th Edition To date, City site plan approvals have been granted for a total of 160 multi -family residential units and a 40 unit congregate care facility. Act 250 approvals have been obtained for 96 apartment units, and an application for an additional 32 apartment units is currently pending. For the purpose of the following trip generation calculations, the 160 multi -family residential units will be treated as apartments. The 2004 Wilbur -Smith traffic study used trip generation Civil Septic Design Transportation Wetlands Landscape Architecture Land Surveying Lodge at Quarry Hill Landscape Plan 11/30/09 Lamoreaux and Dickenson LA Plan looks pretty good overall, species selection is good Is there enough interior planting in parking lot to satisfy development regulations? Landscape Specifications Item 7: specifies a minimum 90% live crown ratio, 50-60% is more realistic unless this spec is meant solely for conifers, in which case that should be indicated in the spec Item 19: fertilizer rates should be based upon a soil test, making a recommendation of 32 oz per inch of caliper is meaningless without also including a fertilizer analysis CITY OF SOUTH BURLINGTON PUBLIC WORKS 104 LANDFILL ROAD SOUTH BURLINGTON, VT 05403 ,r .(802) 658-7961 X 103 FAX # 802-658-7976 MAILING ADDRESS CRAIG LAMBERT 575DORSET ST. PUBLIC WORKS ARBORIST SO. BURLINGTON,VT 05408 ' . e-rtiailclambert@sburl.com Andy Thomas November 4, 2009 Page 2 rates from the then current 61h edition of the ITE Trip Generation manual. The following calculations will use the now current 81h edition. Table 2 presents updated trip generation calculations for the City approved units plus this Project. Table 2 - Proposed Peak Hour Trips (vte/hr) AM Peak Hour PM Peak Hour ITE Land -Use Category In Out Total In Out Total #220 - Apartments 16 66 82 64 35 99 (160 units) #253 - Congregate Care 1 1 2 4 3 7 (40 units) #254 - Assisted Living 11 6 17 11 15 26 (120 beds) Totals 28 73 101 79 53 132 Source: ITE Trip Generation 8th Edition In conclusion, we estimate that the proposed assisted living facility will add 26 pm peak hour trips to the already approved trip generation of the Quarry Hill PUD. This will increase the total number of PUD pm peak hour trips to 132. This Project, therefore, will not cause the 155 pm peak hour trip allocation originally used in the 2004 Wilbur -Smith traffic study to be exceeded. Should you have any questions concerning the above, please feel free to contact us. Sincerely, v Rog Dickinson, P.E., PTOE P:\2009\09027\traffic letter.wpd BFJ Buckhurst Fish & Jacquemart Inc. 115 5th Avenue New York, NY 10003 Tel (212) 353-7474 Fax (212) 353-7494 orandum To: Ray Belair, Administrative Officer, City of South Burlington From: Georges Jacquemart, P.E.,AICP Tel (212) 353 7477 Email g.jacquemart@bfjplanning.com Alireza Rabiee Tel (212) 353 7486 Email a.rabiee@bfjplanning.com Subject: Review of 250 Quarry Hill Road Application Date: January 21, 2010 We have reviewed the November 4, 2009 letter by Lamoureux & Dickinson, Inc., and also the Wilbur Smith Associates report dated April 9, 2004, regarding the 250 Quarry Hill Development Project. The initial report by Wilbur Smith Associates evaluated impacts of a proposed 281 residential units (condominiums/townhouses). Based on this study the application received development consisting of initial permits in 2004 and 2005 and the site plan approvals have been granted for a total of 160 multi -family residential units and a 40-unit congregate care facility. Lamoureux & Dickinson's memo evaluates the impacts of a 100-unit assisted living facility, in addition to the approved 160 apartment units and 40 congregate care units. The proposed 100 unit assisted living facility includes a total of 120 beds. We have the following comments: The Institute of Transportation Engineers (ITE) Trip Generation Handbook 8" Edition is utilized by Lamoureux & Dickinson to perform the trip generation analysis for the 160 apartment units and 40 congregate care units and the proposed 100 unit assisted living facility. ITE provides both trip generation rates and regression equations to statistically estimate the generated trips. The guidelines to choose rates or equations are described in the Trip Generation Handbook, 2"d Edition Chapter 3. Based on the ITE guidelines the regression equations should be utilized to analyze the 160 apartment units, however the consultant used average rates for this purpose. The table below shows a revised Table 2 based on the equations for the trip generation estimate. As can be seen the total trip generation increases slightly in comparison to Table 2 of the Lamoureux & Dickinson letter. Land Use Units AM Peak Hour PM Peak Hour In Out Total In Out Total 220- Apartments 160 D.0 26 63 89 68 43 ill 253- Congregate Care 40 D.0 1 1 2 4 3 7 254- Assisted Living 120 beds 11 6 17 11 15 26 Total 38 70 108 83 61 144 • The comparison of these traffic generation estimates to the estimates prepared in 2004 by Wilbur Smith Associates shows that the new total traffic generation is slightly less than the Ray Belair, Administrative Officer January 21, 2010 Pci ae 2 2004 estimate, however, the AM inbound volumes and the PM outbound volumes are higher than in 2004. According to the Vermont Agency of Transportation (VTrans) AADT reports, the daily traffic volumes of Williston Road (Route 2) in the Spear Street area had unusual pattern of changes between 2004 and 2008. Given the 6-year elapsed time since 2004, we recommend that the traffic consultant update the traffic counts and redo the capacity analysis for the two following intersections: ■ Williston Rd./ East Ave./ Spear St. (West) ■ Spear Street/ Swift Street Please let us know if you have any comments. 2 Bullrock Corporation VIA EMAIL AND HAND DELIVERY Town of South Burlington Planning and Zoning Department 575 Dorset Street South Burlington, VT 05403 Attn: Raymond Belair Paul Conner Dear Mr. Belair and Mr. Conner: January 11, 2010 RE: Lodge at Quarry Hill Preliminary Plat Application 09-50 Bullrock Corporation wishes to withdraw the Preliminary Plat Application #SD 09-50 for the project located at 250 Quarry Hill Road. We are simultaneously submitting a new preliminary plat application for you review on the same proposed parcel. The purpose of this change is to have the new application fall under the newly adopted (01/11/10) zoning regulations. We request to not be taken off the meeting agenda for the night of February 2nd Please contact me if you have any questions. Sincerely Andrew Thomas Project Manager Bullrock Corporation 2517 Shelburne Road, Suite 1 Page 1 of 1 Shelburne, VT 05482 Phone: (802) 985-1460 Fax: (802) 862-0086 December 2, 2009 Lamoureux & Dickinson Consulting Engineers 14 Morse Drive Essex Jct. VT 05452 RE: Lodge at Quarry Hill Assisted Living Facility Dear Sirs: The South Burlington Water Department has reviewed the water infrastructure design for the above referenced project as shown on the preliminary plans dated November 2009. Please find my comments below. 1. The attached Application for Water Allocation must be completed and returned to the South Burlington Water Department as soon as possible. As this project continues, the Application for Water Allocation will need final approval from this Department, which will be contingent upon available water storage capabilities within the City. 2. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 3. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the `Backflow Ordinance." Please contact this department for more information on the installation and proper setting of backflow prevention devices. 4. The above referenced CWD Specifications state that no water lines shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The appropriate CWD Supervisor may restrict work before November 15 and after April 1 during adverse weather conditions. 5. Eight -inch and larger Ductile Iron (DI) water pipe shall have no less than three (3) brass wedges installed at each joint. Bury depth to the new mains shall be six feet (6') to the top of the pipe. DI water pipe shall be Class 52, cement lined. Soil corrosiveness testing is required for this DI water main installation or the pipe shall be poly wrapped. 6. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or approved equal. 7. No parallel underground utility shall be designed or installed within four feet (4') of the water main from either side, or above the water main from the bottom of the main to finish grade. The exceptions of storm sewer and sanitary sewer are only as allowed by the CWD Specifications and the VT Water Supply Rule. No building or structure shall be built above the water line or within the water line easement. Generally storm sewer and sanitary sewer will be designed to be installed with a five-foot (5') separation unless provisions have been included to allow for proper support of either the storm water or sewer structures or water lines in the event of a needed excavation of the water main. The gas line, telephone line, and electric service are not shown on these plans. No utility shall be placed within five feet of any gate valve or ten feet of any fire hydrant. Generally, trees and shrubs shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 8. Insulation shall be installed between the proposed water line and storm water line. 9. The SBWD shall be notified in advance to inspect all mechanical joint fittings, main line taps, appurtenances, thrust blocks, water line crossings, and testing prior to occurrence or backfilling. 10. Further review changes may be required as this project proceeds through the permit process. Future plans must include details and specifications as required in above. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann LaRose Doug Brent Enc. Plan Reviews: Lodge at Quarry Hill 11-09 Technical Memorandum By: Roger Dickinson, P.E., PTOE Date: January 29, 2010 RE: The Lodge at Quarry Hilt, 250 Quarry Hill Road South Burlington The purpose of this Technical Memorandum is to respond to items raised and to present supplemental traffic analyses requested by Georges Jacquemart, P.E, AICP of Buckhurst, Fish Et Jacquemart, Inc. (BFJ) in his January 21S` Memorandum concerning the above -referenced application. November 4, 2009 Trip Generation Calculations The first item concerns the updated trip generation calculations that were presented in our November 4, 2009 letter. In particular, the peak hour trip generation calculations for the apartment land -use are questioned. For 160 apartment units, we calculate that the number of am peak hour trips equals 82, regardless of whether the equation or average rate is used. During the pm peak hour, we calculate 99 trips using the average rate and 106 trips using the equation. In our November 4`h letter, we presented the lower number calculated from the average rate based on our engineering judgement in light of the proximity of this land -use (i.e. the Quarry Hill apartments) to local bus service, UVM, Fletcher Allen, plus other local shopping and employment centers. Copies of the ITE data sheets are included as Attachment A. Our calculations were performed using the peak hour of the adjacent street (7-9 am and 4-6 pm) ITE data sheets. It appears that the BFJ calculations for this category are based on the peak hour of generator rather than the peak hour of adjacent street. Updated Capacity Analyses Background Traffic Volumes BFJ also noted that daily traffic volumes on Spear Street had an "unusual pattern of changes between 2004 and 2008". Those familiar with this area would immediately recognize this to have been caused by traffic avoiding the Shelburne Road construction during the 2004 - 2006 time period. The following table presents daily traffic volume data going back to 2001 from several VTrans count stations located on Spear Street. Lamoureux & Dickinson Consulting Engineers, Inc. Technical Memorandum January 29, 2010 Page 2 Spear Street Daily Traffic Volumes (vpd) Location Year 2001 2003 2004 2005 2006 2007 2009 D523 (south of Swift St) 8,300 10,400 9,900 8,000 D086 (0.3 mi north of Swift St) 5,800 5,000 D466 (0.2 mi south of UVM) 6,000 7,200 5,100 The above table shows that except for the 2004-2005 blip due to Shelburne Road construction, daily traffic volumes on Spear Street north of Swift Street have declined since 2001. For the purpose of updating the capacity analyses at the Spear Street/Swift Street intersection, recent turning movement data was obtained from a CCMPO count performed on July 30, 2009. Peak hour volumes from that count were adjusted to a design hour volume (DHV) condition for the year 2015 using data from continuous count stations D099 (1-189) and D277 (US 7 north of Shelburne village) and VTrans projected growth rates for urban areas. A similar update of the capacity analyses was also requested at the Williston Road/Spear Street/East Avenue intersections (aka the Jughandle). These intersections were recently analyzed in the US2/1-89 Southbound On -Ramp Scoping Report (June 2009). The raw turning movement count data at these locations were obtained from traffic counts performed by CATMA on April 17, 2008. The Scoping Report adjusted that count data to a year 2010 design hour volume, which we have further adjusted to the year 2015. The foregoing Scoping Report provides only PM peak hour analyses. In addition, examining the July 2009 CCMPO Spear Street/Swift Street traffic counts indicates that Spear Street's PM peak hour volumes are considerably higher than the AM peak hour volumes both north and south of Swift Street. Thus, for the purpose of this update, only PM peak hour capacity analyses are provided. The resulting 2015 No -Build DHV volumes are shown in Figure 1. Quarry Hill Build -Out Trip Generation Et Distribution For the purpose of determining the incremental impact of the Quarry Hill Development future Quarry Hill peak hour trips were estimated as shown in the following table. Lamoureux & Dickinson Consulting Engineers, Inc. I Technical Memorandum January 29, 2010 Page 3 Quarry Hill Development Peak Hour Trips (vte/hr) ITE Land Use AM Peak Hour PM Peak Hour In Out Total In Out Total 220 - Apartment (281 units) 28 113 141 112 60 172 253 - Congregate Care (40 units) 1 1 2 4 3 7 254 - Assisted Living (120 beds) 11 6 17 11 15 26 Total 40 1 120 1 160 1 127 78 1 205 The foregoing compares to 125 am peak hour trips and 155 pm peak hour trips used in the April 2004 Wilbur Smith traffic study for the Quarry Hill Development. Estimated directional patterns of peak hour Quarry Hill trips were obtained from the original traffic study. The resulting pm peak hour Quarry Hill trip distribution is shown in Figure 2. In addition, estimated 2015 Build DHV turning movements at the two requested intersections are shown in Figure 3. Levels of Service The following table presents the results of the updated capacity analyses performed at the Spear Street/Swift Street intersection. Both analyses were performed using existing lane geometry and signal phasing. Detailed analyses are included as Attachment B. Spear Street/Swift Street Intersection Capacity Analysis Results Approach Et 2015 No -Build Build Lane Group Swift St EB LT/TH C (23) C (24) EB RT B (18) B (17) WB LT C (28) C (27) WB TH/RT B (19) B (18) Spear St NB LT A (8) A (9) NB TH/RT B (12) B (13) SB LT A (9) A (9) SB TH/RT B (17) B (19) Overall B (16) B (17) The Wilbur Smith Quarry Hill Development traffic study projected that the Spear Street/Swift Street intersection would operate at level of service E during the 2013 pm peak hour. That study, recommended, as mitigation, reconfiguring the northbound Spear Street approach to Lamoureux & Dickinson Consulting Engineers, Inc. Technical Memorandum January 29, 2010 Page 4 provide an exclusive left -turn lane, and projected that the intersection would operate at level of service C with that improvement. That improvement and others from the subsequent November 2004 Spear Street Corridor Study have since been completed; thus the improved updated levels of service in the above table. The results of updated level of service analyses at the Williston Road/East Avenue/Spear Street intersection are shown in the following table. Detailed analyses are included as Attachment C. Williston Road/East Avenue/Spear Street Intersection Capacity Analysis Results Approach 8 2015 Approach 8 2015 No -Build Build No -Build Build Lane Group Lane Group Williston Rd EB TH B (19) C (22) Williston Rd EB TH A (7) A (6) EB RT B (11) B (13) WB TH A (4) A (4) WB TH B (15) B (18) WB RT A (4) A (4) East Ave SB LT D (40) D (36) Spear St NB LT D (49) D (49) SB TH D (44) D (45) NB TH D (52) D (52) SB RT C (27) C (25) NB RT D (49) D (49) Overall C (24) C (25) Overall A (8) A (9) The Wilbur Smith Quarry Hill Development traffic study projected that the Williston Road/ East Avenue and Williston Road/Spear Street intersections would operate at level of service E and C, respectively, during the 2013 pm peak hour. The results shown in the above table are considerably better than those earlier projections. Upon further examination, it appears that the primary reason for this is that the updated 2015 pm peak hour DHV traffic projections for these two intersections are lower than what was originally projected in 2004 for the year 2013. In addition to background Spear Street volumes being lower, as was discussed previously, daily Main Street volumes at VTrans count station D058 (located just east of University Heights) declined from 29,200 vpd in 2002 to 27,300 vpd when it was next counted in 2008. Conclusion The above analyses show that background traffic volumes in the immediate vicinity of this project have not increased as was originally projected, but have actually declined since the original Quarry Hill Development traffic study was completed in 2004. In addition, improvements constructed by the City of South Burlington at the Spear Street/Swift Street intersection have considerably eased the traffic congestion that previously existed at that LaLamoureux & Dickinson Consulting Engineers, Inc. I Technical Memorandum January 29, 2010 Page 5 location. Thus, although the updated number of Quarry Hill build -out peak hour trips is greater than originally estimated, overall traffic congestion conditions in the immediate vicinity of the Project are improved compared to the original Quarry Hill traffic study. P:\2009\09027\traffic\supplemental traffic tech memo.wpd Lamoureux & Dickinson Consulting Engineers, Inc. LDLamoureux & Dickinson Consulting Engineers, Inc. Figure 1 - 2015 No -Build DHV (PM Peak Hour) LDLamoureux & Dickinson Consulting Engineers, Inc. Figure 2 - PM Peak Hour Project Trip Distribution Lamoureux & Dickinson Consulting Engineers, Inc. Figure 3 - 2015 Build DHV (PM Peak Hour) ATTACHMENT A Trip Generation Data Sheets LaLamoureux & Dickinson Consulting Engineers, Inc. Apartment (220) Average Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Number of Studies: 78 Avg. Number of Dwelling Units: 235 Directional Distribution: 20% entering, 80% exiting Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.51 0.10 - 1.02 0.73 vi0i2 uaia riot ana tquatilon �� i LU. :Df) - 1-75 V-iG 700 600 ............. I.............. 500 ..... ..... ..... ..... ..... .... ..... ... ...-. ... ... a w X ~ ............. ao0 ;......:.......'.. ,< ......: ID U .0 mX 300 ...... ;.x.....:.......:.... ......:.......i...... X Q X. ~ X X NK X 200 ..... .................. .... ,,..... X,....... ;...... :.............................. X .X , >kx x x X too .....X:. X. '...X..? ........? .... ...... ....... X : X X XX X. 'Sc p-I- 0 100 200 300 400 500 600 700 800 900 1000 1100 X = Number of Dwelling Units X Actual Data Points Fitted Curve ------ Average Rate X, -: 160, i = a v; E JNA Fitted Curve Equation: T = 0.49(X) + 3.73 R2 = 0.83 x - A), Ti, ltil vf'6./N,e Trip Generation, 8th Edition 328 Institute of Transportation Engineers Apartment (220) Average Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 90 Avg. Number of Dwelling Units: 233 Directional Distribution: 65% entering, 35% exiting Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.62 0.10 - 1.64 0.82 ) 60 (v. 69) = �1 Data Plot and Equation Z 1 60.6a) l�1y )kv. xX 0 I 1--- 0 100 200 300 400 500 600 700 X = Number of Dwelling Units X Actual Data Points Fitted Curve X-16U 11 = /06 v-rf'h? Fitted Curve Equation: T = 0.55(X) + 17.65 ,/< ] �-i7 w 17Q � r tL)� 800 900 1000 1100 - - - - " Average Rate R2 = 0.77 Trip Generation, 8th Edition 329 Institute of Transportation Engineers ATTACHMENT B Spear Street/Swift Street Intersection Capacity Analyses LDLamoureux & Dickinson Consulting Engineers, Inc. 2015 No -Build DHV 1: Swift St & Spear St Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations *' r* '� T+ '� T+ ' T Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 0.97 1.00 0.95 1.00 0.97 Fit Protected 0.99 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1845 1583 1770 1808 1770 1778 1770 1811 Fit Permitted 0.90 1.00 0.43 1.00 0.31 1.00 0.55 1.00 Satd. Flow (perm) 1680 1583 803 1808 582 1778 1026 1811 Volume (vph) 52 225 247 134 153 37 256 245 106 84 355 80 Peak -hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 52 225 247 134 153 37 256 245 106 84 355 80 RTOR Reduction (vph) 0 0 184 0 16 0 0 23 0 0 12 0 Lane Group Flow (vph) 0 277 63 134 174 0 256 328 0 84 423 0 Turn Type Perm Perm Perm pm+pt pm+pt Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Actuated Green, G (s) 13.3 13.3 13.3 13.3 32.3 26.3 24.9 22.6 Effective Green, g (s) 15.3 15.3 15.3 15.3 36.3 28.3 28.9 24.6 Actuated g/C Ratio 0.26 0.26 0.26 0.26 0.61 0.47 0.48 0.41 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 429 404 205 462 511 840 548 744 v/s Ratio Prot 0.10 c0.07 0.18 0.01 c0.23 v/s Ratio Perm 0.16 0.04 c0.17 0.24 0.06 v/c Ratio 0.65 0.16 0.65 0.38 0.50 0.39 0.15 0.57 Uniform Delay, d1 19.9 17.3 19.9 18.4 6.8 10.2 8.4 13.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.4 0.2 7.5 0.5 0.8 1.4 0.1 3.2 Delay (s) 23.3 17.5 27.5 18.9 7.6 11.6 8.6 16.7 Level of Service C B C B A B A B Approach Delay (s) 20.5 22.4 9.9 15.4 Approach LOS C C A B Intersection Summary HCM Average Control Delay 16.2 HCM Level of Service B HCM Volume to Capacity ratio 0.64 Actuated Cycle Length (s) 59.9 Sum of lost time (s) 16.0 Intersection Capacity Utilization 76.1 % ICU Level of Service D Analysis Period (min) 60 c Critical Lane Group Lamoureux & Dickinson 1/27/2010 P:\2009\09027\traffic\swift 2015 nobuild.sy7 2015 No -Build DHV 1: Swift St & Spear St Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations a' r T T-) T Volume (vph) 52 225 247 134 153 256 245 84 355 Lane Group Flow (vph) 0 277 247 134 190 256 351 84 435 Turn Type Perm Perm Perm pm+pt pm+pt Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phases 4 4 4 8 8 5 2 1 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 22.0 22.0 22.0 22.0 22.0 10.0 22.0 10.0 22.0 Total Split (s) 22.0 22.0 22.0 22.0 22.0 12.0 28.0 10.0 26.0 Total Split (%) 36.7% 36.7% 36.7% 36.7% 36.7% 20.0% 46.7% 16.7% 43.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None Max None Max v/c Ratio 0.62 0.41 0.58 0.38 0.53 0.39 0.17 0.61 Control Delay 25.1 5.0 29.3 17.4 10.5 11.7 7.3 18.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 25.1 5.0 29.3 17.4 10.5 11.7 7.3 18.8 Queue Length 50th (ft) 83 0 40 47 39 74 11 115 Queue Length 95th (ft) 172 57 #117 107 #88 168 32 #277 Internal Link Dist (ft) 2472 2488 2672 2752 Turn Bay Length (ft) Base Capacity (vph) 507 648 263 557 486 899 497 709 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.55 0.38 0.51 0.34 0.53 0.39 0.17 0.61 Intersection Summary Cycle Length: 60 Actuated Cycle Length: 57.4 Natural Cycle: 60 Control Type: Actuated -Uncoordinated # 95th percentile volume exceeds capacity, queue may be longer Queue shown is maximum after two cycles. Splits and Phases: 1: Swift St & Spear St Lamoureux & Dickinson 1/27/2010 P:\2009\09027\traffic\swift 2015 nobuild.sy7 2015 Build DHV 1: Swift St & Spear St Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations *' r T+ T I T Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 0.96 1.00 0.96 1.00 0.97 Flt Protected 0.99 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1841 1583 1770 1794 1770 1783 1770 1807 Flt Permitted 0.86 1.00 0.41 1.00 0.29 1.00 0.50 1.00 Satd. Flow (perm) 1602 1583 770 1794 535 1783 938 1807 Volume (vph) 71 225 247 134 153 50 256 264 106 92 366 92 Peak -hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 71 225 247 134 153 50 256 264 106 92 366 92 RTOR Reduction (vph) 0 0 181 0 21 0 0 22 0 0 15 0 Lane Group Flow (vph) 0 296 66 134 182 0 256 348 0 92 443 0 Turn Type Perm Perm Perm pm+pt pm+pt Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Actuated Green, G (s) 13.8 13.8 13.8 13.8 30.2 24.2 24.4 21.3 Effective Green, g (s) 15.8 15.8 15.8 15.8 34.2 26.2 28.4 23.3 Actuated g/C Ratio 0.27 0.27 0.27 0.27 0.58 0.44 0.48 0.39 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 428 423 206 480 477 790 523 712 v/s Ratio Prot 0.10 c0.07 0.20 0.02 c0.25 v/s Ratio Perm c0.18 0.04 0.17 0.24 0.07 v/c Ratio 0.69 0.16 0.65 0.38 0.54 0.44 0.18 0.62 Uniform Delay, d1 19.5 16.6 19.2 17.7 7.6 11.4 8.4 14.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 4.9 0.2 7.4 0.5 1.2 1.8 0.2 4.1 Delay (s) 24.4 16.7 26.6 18.2 8.7 13.2 8.6 18.5 Level of Service C B C B A B A B Approach Delay (s) 20.9 21.5 11.4 16.9 Approach LOS C C B B Intersection Summary HCM Average Control Delay 17.0 HCM Level of Service B HCM Volume to Capacity ratio 0.69 Actuated Cycle Length (s) 59.1 Sum of lost time (s) 16.0 Intersection Capacity Utilization 79.2% ICU Level of Service D Analysis Period (min) 60 c Critical Lane Group Lamoureux & Dickinson 1/27/2010 P:\2009\09027\traffic\swift 2015 build.sy7 2015 Build DHV 1: Swift St & Spear St Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations *T r T+ '� T+ '� T+ Volume (vph) 71 225 247 134 153 256 264 92 366 Lane Group Flow (vph) 0 296 247 134 203 256 370 92 458 Turn Type Perm Perm Perm pm+pt pm+pt Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phases 4 4 4 8 8 5 2 1 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 22.0 22.0 22.0 22.0 22.0 10.0 22.0 10.0 22.0 Total Split (s) 22.0 22.0 22.0 22.0 22.0 12.0 28.0 10.0 26.0 Total Split (%) 36.7% 36.7% 36.7% 36.7% 36.7% 20.0% 46.7% 16.7% 43.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None None Max None Max v/c Ratio 0.67 0.40 0.60 0.40 0.56 0.45 0.19 0.65 Control Delay 27.0 4.9 30.8 17.0 11.5 13.4 7.2 20.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 27.0 4.9 30.8 17.0 11.5 13.4 7.2 20.0 Queue Length 50th (ft) 91 0 40 49 41 84 13 127 Queue Length 95th (ft) #211 57 #123 112 #103 181 34 #300 Internal Link Dist (ft) 2472 2488 2672 2752 Turn Bay Length (ft) Base Capacity (vph) 488 648 247 558 458 829 492 703 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.61 0.38 0.54 0.36 0.56 0.45 0.19 0.65 Intersection Sum Cycle Length: 60 Actuated Cycle Length: 57.9 Natural Cycle: 60 Control Type: Actuated -Uncoordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Lamoureux & Dickinson 1/27/2010 P:\2009\09027\traffic\swift 2015 build.sy7 ATTACHMENT C Williston Road/East Avenue/Spear Street Intersection Capacity Analyses Lamoureux & Dickinson Consulting Engineers, Inc. r 2015 No -Build DHV 3: Williston Rd & East Ave --* -,, --v 'f- *- *- 4\ t !*` 1► 4/ Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt tr tt '�'� t Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) -2% 2% 0% 4% Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor *0.90 1.00 0.95 *0.77 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 0.85 Fit Protected 1.00 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3180 1502 3290 2508 1714 1457 Fit Permitted 1.00 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3180 1502 3290 2508 1714 1457 Volume (vph) 0 1270 131 0 1305 0 0 0 0 685 483 82 Peak -hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 0 1270 131 0 1305 0 0 0 0 685 483 82 RTOR Reduction (vph) 0 0 51 0 0 0 0 0 0 0 0 21 Lane Group Flow (vph) 0 1270 80 0 1305 0 0 0 0 685 483 61 Turn Type Perm Perm Perm Protected Phases 4 8 6 Permitted Phases 4 6 6 Actuated Green, G (s) 68.1 68.1 68.1 39.9 39.9 39.9 Effective Green, g (s) 70.1 70.1 70.1 41.9 41.9 41.9 Actuated g/C Ratio 0.58 0.58 0.58 0.35 0.35 0.35 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 1858 877 1922 876 598 509 v/s Ratio Prot c0.40 0.40 c0.28 v/s Ratio Perm 0.05 0.27 0.04 v/c Ratio 0.68 0.09 0.68 0.78 0.81 0.12 Uniform Delay, d1 17.3 11.0 17.2 35.0 35.4 26.5 Progression Factor 1.00 1.00 0.84 1.00 1.00 1.00 Incremental Delay, d2 2.1 0.2 0.9 4.7 8.4 0.1 Delay (s) 19.4 11.2 15.3 39.7 43.8 26.6 Level of Service B B B D D C Approach Delay (s) 18.6 15.3 0.0 40.4 Approach LOS B B A D Intersection Summary HCM Average Control Delay 24.4 HCM Level of Service C HCM Volume to Capacity ratio 0.73 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 109.1 % ICU Level of Service H Analysis Period (min) 60 c Critical Lane Group Lamoureux & Dickinson 1/29/2010 P:\2009\09027\traffic\williston 2015 nobuild.sy7 2015 No -Build DHV 3: Williston Rd & East Ave Lane Group EBT EBR WBT SBL SBT SBR Lane Configurations tt r tt '� t r Volume (vph) 1270 131 1305 685 483 82 Lane Group Flow (vph) 1270 131 1305 685 483 82 Turn Type Perm Perm Perm Protected Phases 4 8 6 Permitted Phases 4 6 6 Detector Phases 4 4 8 6 6 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 22.0 22.0 22.0 22.0 22.0 22.0 Total Split (s) 64.0 64.0 64.0 56.0 56.0 56.0 Total Split (%) 53.3% 53.3% 53.3% 46.7% 46.7% 46.7% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lead/Lag Lead -Lag Optimize? Recall Mode C-Min C-Min Min None None None v/c Ratio 0.68 0.14 0.68 0.78 0.81 0.16 Control Delay 21.3 3.5 17.7 41.4 46.7 15.6 Queue Delay 0.3 0.0 0.1 0.0 0.0 0.0 Total Delay 21.6 3.5 17.8 41.4 46.7 15.6 Queue Length 50th (ft) 361 3 367 304 335 26 Queue Length 95th (ft) 4665 45 645 407 487 63 Internal Link Dist (ft) 1431 266 1030 Turn Bay Length (ft) Base Capacity (vph) 1858 928 1922 1087 743 650 Starvation Cap Reductn 0 0 69 0 0 0 Spillback Cap Reductn 147 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.74 0.14 0.70 0.63 0.65 0.13 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 119 (99%), Referenced to phase 4:EBT, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated # 95th percentile volume exceeds capacity, queue may be longer Queue shown is maximum after two cycles. Splits and Phases: 3: Williston Rd & East Ave aI, of -► 0, j Cat`., - --- - �; Lamoureux & Dickinson 1/29/2010 P:\2009\09027\traffic\williston 2015 nobuild.sy7 2015 Build DHV 3: Williston Rd & East Ave Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt t Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) -2% 2% 0% 4% Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor '0.90 1.00 0.95 *0.77 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 1.00 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3180 1502 3290 2508 1714 1457 Flt Permitted 1.00 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3180 1502 3290 2508 1714 1457 Volume (vph) 0 1270 156 0 1320 0 0 0 0 685 534 82 Peak -hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 0 1270 156 0 1320 0 0 0 0 685 534 82 RTOR Reduction (vph) 0 0 64 0 0 0 0 0 0 0 0 19 Lane Group Flow (vph) 0 1270 92 0 1320 0 0 0 0 685 534 63 Turn Type Perm Perm Perm Protected Phases 4 8 6 Permitted Phases 4 6 6 Actuated Green, G (s) 65.4 65.4 65.4 42.6 42.6 42.6 Effective Green, g (s) 67.4 67.4 67.4 44.6 44.6 44.6 Actuated g/C Ratio 0.56 0.56 0.56 0.37 0.37 0.37 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 1786 844 1848 932 637 542 v/s Ratio Prot 0.40 c0.40 c0.31 v/s Ratio Perm 0.06 0.27 0.04 v/c Ratio 0.71 0.11 0.71 0.73 0.84 0.12 Uniform Delay, dl 19.2 12.3 19.3 32.6 34.4 24.7 Progression Factor 1.00 1.00 0.84 1.00 1.00 1.00 Incremental Delay, d2 2.5 0.3 1.2 3.1 10.3 0.1 Delay (s) 21.7 12.5 17.5 35.7 44.7 24.8 Level of Service C B B D D C Approach Delay (s) 20.7 17.5 0.0 38.7 Approach LOS C B A D Intersection Summary HCM Average Control Delay 25.4 HCM Level of Service C HCM Volume to Capacity ratio 0.76 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 113.3% ICU Level of Service H Analysis Period (min) 60 c Critical Lane Group Lamoureux & Dickinson 1/29/2010 P:\2009\09027\traffic\wilIiston 2015 build.sy7 2015 Build DHV 3: Williston Rd & East Ave Lane Group EBT EBR WBT SBL SBT SBR Lane Configurations tt r tt t r Volume (vph) 1270 156 1320 685 534 82 Lane Group Flow (vph) 1270 156 1320 685 534 82 Turn Type Perm Perm Perm Protected Phases 4 8 6 Permitted Phases 4 6 6 Detector Phases 4 4 8 6 6 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 22.0 22.0 22.0 22.0 22.0 22.0 Total Split (s) 64.0 64.0 64.0 56.0 56.0 56.0 Total Split (%) 53.3% 53.3% 53.3% 46.7% 46.7% 46.7% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lead/Lag Lead -Lag Optimize? Recall Mode C-Min C-Min Min None None None v/c Ratio 0.71 0.17 0.71 0.73 0.84 0.15 Control Delay 23.6 3.5 20.0 37.2 47.7 14.8 Queue Delay 0.3 0.0 0.1 0.0 0.0 0.0 Total Delay 23.8 3.5 20.1 37.2 47.7 14.8 Queue Length 50th (ft) 391 3 405 289 366 25 Queue Length 95th (ft) #665 50 #661 407 564 63 Internal Link Dist (ft) 1431 266 1030 Turn Bay Length (ft) Base Capacity (vph) 1785 907 1847 1087 743 649 Starvation Cap Reductn 0 0 53 0 0 0 Spillback Cap Reductn 115 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.76 0.17 0.74 0.63 0.72 0.13 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 119 (99%), Referenced to phase 4:EBT, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated # 95th percentile volume exceeds capacity, queue may be longer Queue shown is maximum after two cycles. Splits and Phases: 1 Williston Rd & East Ave 9 ,�ry,y+�TJ' }� ['q'"' �.".'( V 'NR9.'C,C"N'tf.( 'y'1 l��a� F� ty 1'Ct �.G.P.L:.v3.E.+'i�%.w51. �.Ja,:i F;.ln�.J�SeiG�Smr 2F `�'.0"�4i' M1 1Z2Z`pW,R `11I +a7+ 5T 1121 J �.fic: M.i�25�'le��abL�tiC:].'� Lamoureux & Dickinson 1/29/2010 P:\2009\09027\traffic\williston 2015 build.sy7 2015 No -Build DHV 6: Williston Rd & Spear St Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt tt r t r Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) -2% 2% -4% 0% Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor `0.90 0.95 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 Fit Protected 1.00 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3180 3290 1472 1695 1784 1517 Fit Permitted 1.00 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3180 3290 1472 1695 1784 1517 Volume (vph) 0 1909 0 0 1255 623 65 114 93 0 0 0 Peak -hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 0 1909 0 0 1255 623 65 114 93 0 0 0 RTOR Reduction (vph) 0 0 0 0 0 93 0 0 31 0 0 0 Lane Group Flow (vph) 0 1909 0 0 1255 530 65 114 62 0 0 0 Turn Type Perm Perm Perm Protected Phases 4 8 2 Permitted Phases 8 2 2 Actuated Green, G (s) 95.3 95.3 95.3 12.7 12.7 12.7 Effective Green, g (s) 97.3 97.3 97.3 14.7 14.7 14.7 Actuated g/C Ratio 0.81 0.81 0.81 0.12 0.12 0.12 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 2578 2668 1194 208 219 186 v/s Ratio Prot c0.60 0.38 c0.06 v/s Ratio Perm 0.36 0.04 0.04 v/c Ratio 0.74 0.47 0.44 0.31 0.52 0.33 Uniform Delay, d1 5.4 3.5 3.4 48.0 49.3 48.2 Progression Factor 0.95 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.4 0.1 0.3 0.9 2.2 1.1 Delay (s) 6.5 3.6 3.6 48.9 51.6 49.2 Level of Service A A A D D D Approach Delay (s) 6.5 3.6 50.1 0.0 Approach LOS A A D A Intersection Summary HCM Average Control Delay 8.1 HCM Level of Service A HCM Volume to Capacity ratio 0.71 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 109.1 % ICU Level of Service H Analysis Period (min) 60 c Critical Lane Group Lamoureux & Dickinson 1/29/2010 P:\2009\09027\traffic\williston 2015 nobuiid.sy7 2015 No -Build DHV 6: Williston Rd & Spear St Lane Group EBT WBT WBR NBL NBT NBR Lane Configurations tt tt r t r Volume (vph) 1909 1255 623 65 114 93 Lane Group Flow (vph) 1909 1255 623 65 114 93 Turn Type Perm Perm Perm Protected Phases 4 8 2 Permitted Phases 8 2 2 Detector Phases 4 8 8 2 2 2 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 22.0 22.0 22.0 22.0 22.0 22.0 Total Split (s) 94.0 94.0 94.0 26.0 26.0 26.0 Total Split (%) 78.3% 78.3% 78.3% 21.7% 21.7% 21.7% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lead/Lag Lead -Lag Optimize? Recall Mode C-Min Min Min None None None v/c Ratio 0.74 0.47 0.48 0.31 0.52 0.43 Control Delay 7.3 4.4 2.1 50.8 57.4 36.5 Queue Delay 0.5 0.1 0.0 0.0 0.0 0.0 Total Delay 7.8 4.5 2.1 50.8 57.4 36.5 Queue Length 50th (ft) 145 124 17 47 84 42 Queue Length 95th (ft) 868 238 80 98 156 106 Internal Link Dist (ft) 266 1377 1141 Turn Bay Length (ft) Base Capacity (vph) 2577 2666 1286 311 327 307 Starvation Cap Reductn 270 0 0 0 0 0 Spillback Cap Reductn 0 250 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.83 0.52 0.48 0.21 0.35 0.30 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 4:EBT, Start of Green, Master Intersection Natural Cycle: 75 Control Type: Actuated -Coordinated Splits and Phases: 6: Williston Rd & Spear St I4o2 _ �` o4 r u, Lamoureux & Dickinson 1 /29/2010 P:\2009\09027\traffic\williston 2015 nobuild.sy7 2015 Build DHV 6: Williston Rd & Spear St Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt tt r t r Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) -2% 2% -4% 0% Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor *0.90 0.95 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 Fit Protected 1.00 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3180 3290 1472 1695 1784 1517 Fit Permitted 1.00 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3180 3290 1472 1695 1784 1517 Volume (vph) 0 1909 0 0 1255 648 80 130 109 0 0 0 Peak -hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 0 1909 0 0 1255 648 80 130 109 0 0 0 RTOR Reduction (vph) 0 0 0 0 0 87 0 0 30 0 0 0 Lane Group Flow (vph) 0 1909 0 0 1255 561 80 130 79 0 0 0 Turn Type Perm Perm Perm Protected Phases 4 8 2 Permitted Phases 8 2 2 Actuated Green, G (s) 94.2 94.2 94.2 13.8 13.8 13.8 Effective Green, g (s) 96.2 96.2 96.2 15.8 15.8 15.8 Actuated g/C Ratio 0.80 0.80 0.80 0.13 0.13 0.13 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 2549 2637 1180 223 235 200 v/s Ratio Prot c0.60 0.38 c0.07 v/s Ratio Perm 0.38 0.05 0.05 v/c Ratio 0.75 0.48 0.48 0.36 0.55 0.39 Uniform Delay, d1 5.9 3.8 3.8 47.5 48.8 47.7 Progression Factor 0.79 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.4 0.1 0.3 1.0 2.8 1.3 Delay (s) 6.1 4.0 4.1 48.5 51.6 49.0 Level of Service A A A D D D Approach Delay (s) 6.1 4.0 49.9 0.0 Approach LOS A A D A Intersection Summary HCM Average Control Delay 8.5 HCM Level of Service A HCM Volume to Capacity ratio 0.72 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 113.3% ICU Level of Service H Analysis Period (min) 60 c Critical Lane Group Lamoureux & Dickinson 1/29/2010 P:\2009\09027\traffic\williston 2015 build.sy7 2015 Build DHV 6: Williston Rd & Spear St Lane Group EBT WBT WBR NBL NBT NBR Lane Configurations Tt tt r + r Volume (vph) 1909 1255 648 80 130 109 Lane Group Flow (vph) 1909 1255 648 80 130 109 Turn Type Perm Perm Perm Protected Phases 4 8 2 Permitted Phases 8 2 2 Detector Phases 4 8 8 2 2 2 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 22.0 22.0 22.0 22.0 22.0 22.0 Total Split (s) 94.0 94.0 94.0 26.0 26.0 26.0 Total Split (%) 78.3% 78.3% 78.3% 21.7% 21.7% 21.7% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lead/Lag Lead -Lag Optimize? Recall Mode C-Min Min Min None None None v/c Ratio 0.75 0.48 0.51 0.36 0.55 0.47 Control Delay 6.8 4.9 2.8 50.8 57.3 38.5 Queue Delay 0.6 0.1 0.0 0.0 0.0 0.0 Total Delay 7.4 4.9 2.8 50.8 57.3 38.5 Queue Length 50th (ft) 148 132 30 57 96 53 Queue Length 95th (ft) 885 254 130 115 173 123 Internal Link Dist (ft) 266 1377 1141 Turn Bay Length (ft) Base Capacity (vph) 2549 2637 1267 311 327 307 Starvation Cap Reductn 268 0 0 0 0 0 Spillback Cap Reductn 0 302 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.84 0.54 0.51 0.26 0.40 0.36 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 4:EBT, Start of Green, Master Intersection Natural Cycle: 75 Control Type: Actuated -Coordinated Lamoureux & Dickinson 1/29/2010 P:\2009\09027\traffic\williston 2015 build.sy7 moviolilb., ' `- °dam^ .''`� • . rPA F ' kw � Y �,F i 7 OWE'"MICS rj 1 t� F 4,1 } ,, _ _ R , .iT3.. ��•`� •� i w 1 e t V s r� e i _ , - h s�AL , �tyV' B FJ Buckhurst Fish & Jacquemart Inc. 115 5th Avenue New York, NY 10003 Tel (212) 353-7474 Fax (212) 353-7494 To: Ray Belair, Administrative Officer, City of South Burlington From: Georges Jacquemart, P.E.,AICP Tel (212) 353 7477 Email g.jacquemart@bfjplanning.com Alireza Rabiee Tel (212) 353 7486 Email a.robiee@bfjplanning.com Subject: Review of 250 Quarry Hill Road Application Date: January 21, 2010 We have reviewed the November 4, 2009 letter by Lamoureux & Dickinson, Inc., and also the Wilbur Smith Associates report dated April 9, 2004, regarding the 250 Quarry Hill Development Project. The initial report by Wilbur Smith Associates evaluated impacts of a proposed 281 residential units (condominiums/townhouses). Based on this study the application received development consisting of initial permits in 2004 and 2005 and the site plan approvals have been granted for a total of 160 multi -family residential units and a 40-unit congregate care facility. Lamoureux & Dickinson's memo evaluates the impacts of a 100-unit assisted living facility, in addition to the approved 160 apartment units and 40 congregate care units. The proposed 100 unit assisted living facility includes a total of 120 beds. We have the following comments: The Institute of Transportation Engineers (ITE) Trip Generation Handbook 8` Edition is utilized by Lamoureux & Dickinson to perform the trip generation analysis for the 160 apartment units and 40 congregate care units and the proposed 100 unit assisted living facility. ITE provides both trip generation rates and regression equations to statistically estimate the generated trips. The guidelines to choose rates or equations are described in the Trip Generation Handbook, 2"d Edition Chapter 3. Based on the ITE guidelines the regression equations should be utilized to analyze the 160 apartment units, however the consultant used average rates for this purpose. The table below shows a revised Table 2 based on the equations for the trip generation estimate. As can be seen the total trip generation increases slightly in comparison to Table 2 of the Lamoureux & Dickinson letter. Land Use Units AM Peak Hour PM Peak Hour In Out Total In Out Total 220- Apartments 160 D.0 26 63 89 68 43 ill 253- Congregate Care 40 D.0 1 1 2 4 3 7 254- Assisted Living 120 beds 11 6 17 11 15 26 Total 38 70 108 83 61 144 • The comparison of these traffic generation estimates to the estimates prepared in 2004 by Wilbur Smith Associates shows that the new total traffic generation is slightly less than the Ray Belair. Administrative Officer January 21, 2010 Paae 2 2004 estimate, however, the AM inbound volumes and the PM outbound volumes are higher than in 2004. According to the Vermont Agency of Transportation (VTrans) AADT reports, the daily traffic volumes of Williston Road (Route 2) in the Spear Street area had unusual pattern of changes between 2004 and 2008. Given the 6-year elapsed time since 2004, we recommend that the traffic consultant update the traffic counts and redo the capacity analysis for the two following intersections: ■ Williston Rd./ East Ave./ Spear St. (West) ■ Spear Street/ Swift Street Please let us know if you have any comments. 2 DEVELOPMENT REVIEW BOARD 15 DECEMBER 2009 PAGE 2 Mr. Behr moved to approve Final Plat Application #SD-09-49 of F&M Development Co, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 4. Preliminary Plat Application #SD-09-50 of Bullrock Corporation to amend a previously approved planned unit development consisting of five multi -family dwellings for a total of 160 units and a 40-unit congregate housing facility. The amendment consists of construction a 100-unit assisted living facility, 250 Quarry Hill Road: - Mr. Thomas noted that the lot (#4) is currently undeveloped. Mr. Roy showed the overall site plan and proposed location of this building. It will be bounded on 2 sides by an access road. He also showed the landscaping plan for the development which will include trees along the rec path. Mr. Belair noted that these trees are not typical. He will check to see if those trees were approved. Mr. Deslauriers said they were approved by the city Arborist. - - Mr. Roy then showed the sight lines into the development. They will be building into the hillside to lower the profile of the building as seen from the East Terrace location. Mr. Belair noted that the other 2 buildings have height waivers. Mr. Dinklage said the Board will be interested in the sight lines from someone standing at the emergency access drive. He noted that both alternatives proposed by the applicant block the mountain. The applicant noted they had removed the originally proposed roof garden area because of the height. Mr. Behr said he had an issue with a height waiver. He would like to use a waiver only when you can't get to the allowed density. This seems to be a bonus. Mr. Deslauriers, Sr., said that in an effort to reduce the scale, only 13 feet of the building is seen above the ridge line. Mr. Behr felt the impact analysis needs to be more technical. The applicant was asked to put up a balloon and leave it there for a few days 'so members can view it. Mr. Belair noted that the applicant will be providing 74 parking spaces, not 64. All spaces are now on site. Mr. Roy stressed there will be a stipulation in the leases that no tenants at the facility will have cars. Only staff and visitor cars will be using the parking. 80 of the units will be for assisted living and 20 for residents with memory impairment. Mr. Roy said they need about 60 parking spaces to run the facility and are showing 74. He indicated they could fit 35 spaces under the building if they are required to meet the 109 space requirement. Mr. Dinklage said the Board will want the traffic study redone and will want the city's traffic person to do a technical review of the study. The applicant noted that this fits within the master plan of trips done for the whole development. Ms. Fead, a resident of DEVELOPMENT REVIEW BOARD 15 DECEMBER 2009 PAGE 3 Quarry Hill Rd, noted that the original study is 5 years old. Mr. Dinklage said that is why the DRB wants it reviewed. Mr. Behr moved to invoke technical review of the traffic study. Mr. Farley seconded. Motion passed unanimously. With regard to landscaping, Mr. Dinklage noted that the Board will be looking for internal landscaping, not only plantings around the perimeter. Mr. Dinklage then read into the record a letter from Sandra Dooley, a neighbor on East Terrace. She opposes the height waiver because of the impact on views. She also - —expressed concerns about the traffic impact and parking. A neighbor asked how much ambulance traffic is anticipated and whether they will use the emergency access off East Terrace. Mr. Dinklage also asked if the facility runs a bus or van to take residents to events, appointments, etc. That would have to be factored into the traffic numbers. The applicant indicated that at a similar facility they have 3-7 ambulance trips a month. He was not sure what route they would take. Ms. LaRose said the emergency access is to be used only when the regular access is blocked in some way. The applicant indicated they have a bus for shuttling residents to appointments. A resident noted that when the original traffic study was done school was not in session. Ms. Bull said the Land Development Regulations are very specific as to when a waiver should or should not be allowed. She asked the Board to follow the regulations. Mr. Dinklage said it was the Board's intent to make an informed decision. Mr. Young asked how long a cul de sac can be. Ms. LaRose said a cul de sac outside the Southeast Quadrant does not have length limit. Mr. Behr moved to continue Preliminary Plat Application #SD-09-50 of Bullrock Corporation until 2 February 2010. Mr. Farley seconded. Motion passed unanimously. 5. Continued Site Plan Application #SP-09-63 of Burlington International Airport to construct two additional parking levels to an existing three -level parking garage to accommodate 1370 vehicles, 1200 Airport Drive: Mr. Belair noted a correction in the approval motion. The top of the coping will reach 77 feet. Mr. Belair also noted that the statement "lighting is adequate" applies to exterior lighting. Any interior lighting cannot have a hot spot visible off the premises. Fixtures must be down casting. Mr. Racek, the architect, said fixtures will be the same as what is there now. The bulb can be seen. Mr. Belair noted that because these fixtures will be higher, they will have to be shielded. r-. Interested Persons Record and Service List south uxjlh , c' Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested. person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant iin five working days. 24 V.S.A. § 4471(c). HEARING DATE: N I S 60 q PLEASE PRINT CLEARLY! AI A IIIIG' MAILINU AUURESS PROJECT OF INTEREST 1a2@ v Ae 1 h r IrQ( a)110 bow-, Nlo S C Pj Z'� I SfrE�RN 6� st{Eu3u nc,�rs l Interested Persons Record and Service List southb aflington, V E fl N40NI Under the 2004 revisions to Chapter 117, the Development Review Board ('DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be -mailed to every person or body appearing and having been heard by the DRB. 24 V.S:A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB_ must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: PLEASE PRINT CLEARLY! NAME ) � / /S,*" MAILING ADDRESS PROJECT OF INTERES Po n 1'r- l L�e �) /�e.� !'ca" T Jj LJ I � a Nn I .eJ 1 e. s,e R) r l �ii �+- F ; m 605r',_�C fP '. / T-7 n PA Z Interested Persons Record and Service List sc►uth � � `„:�:� Under the 2004 revisions to Chapter 117, the Development Review Boa(d (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought -interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must -be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: 12-1"7 —63 PLEASE PRINT CLEARLY! NAME MAILING ADDRFSS PP(") 11=rT r11: IAITCOCCT bDuc� D I i 1.1 61 ' V �D 0 l G f Llli (fir �Q/OvZL Cruhwt.// Lrc PA-01 11A A ss G am' MT'j �t��`?c 11 1 t,P� n �➢ fV-C(NIA Fkzt Z.+4- I A-1 KParer Ol MAAr465- ST. UYL(.-I t w'sI VT- 6 S7-lot, Interested Persons Record and Service List south ue ,icfton VE Rb; ONE Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB. must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: PLEASE PRINT CLEARLY! NAME MAILING ADDRESS PROJECT OF INTEREST 0 01 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: December 10, 2009 \sub\quarry hilkbullrock_prelim.doc Plans received: November 12, 2009 BULLROCK CORP - PLANNED UNIT DEVELOPMENT SKETCH PLAN APPLICATION #SD-09-50 Agenda #4 Meeting Date: December 15, 2009 Owner Applicant Cupola Golf Course Bullrock Corporation 2543 East Main Street 2517 Shelburne Road Ste 1 Richmond, VT 05477 Shelburne, VT 05482 Contact: Andrew Thomas/Doug Moses Architect Property Information Wiemann Lamphere Tax Parcel ID 1420-00250 245 South Park Drive R12 District Suite One 4.53 acres Colchester, VT 05446 Location Map Please note: The above aerial photo was taken in 2004 and does not reflect current ground conditions. Furthermore, the lot listed as "subject property" has since been subdivided and does not accurately reflect the lot in question. This photo is for relative location only. CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hill\bullrock preliminary.do Bullrock Corporation, hereafter referred to as the applicant, is seeking preliminary plat review to amend a previously approved planned unit development consisting of five (5) multi -family dwellings for a total of 160 units and a 40 unit congregate housing facility. The amendment consists of constructing a 100 unit assisted living facility, 250 Quarry Hill Road. The application was reviewed at the sketch plan level on July 7, 2009 (meeting minutes attached). Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as staff, have reviewed the plans submitted on November 12, 2009 and have the following comments. Zoninq District & Dimensional Requirements Table 1. Dimensional Re uirements R12 Zoning District Required Proposed Min. Lot Size 3,500 SF 2.71 acres Max. Density* 12 units/acre ** Max. Building Covera e 40% 2248% Max. Total Coverage 60% 51.2% Min. Front Setback 30 ft. >30 ft. 4 Min. Side Setback 10 ft. >10 ft. 4 Min. Rear Setback 30 ft. >30 ft. 4 Max. Building Height 35 ft. 42" 6" zoning compliance ** assisted living facilities are not included in residential density calculations + the applicant is seeking a height wavier of 7'6" The Board should discuss the applicant's request for a height waiver of 7'6". The applicant has submitted rough elevations which illustrate how the building will be constructed into the slope as well as computerized graphic renderings of the impact of the building on the view. Staff assumes that the applicant provided this view from the public view of East Terrace, though that has not been made clear. Regardless, staff is concerned by the proposed building's impact on the public scenic view, as depicted on the renderings. The proposed building clearly obstructs a fair portion of the view of Mount Mansfield and its related range. The standards for a height waiver, South Burlington Land Development Regulations 3.07 E, state that: For structures proposed to exceed the maximum height for structures specified in §3.07(D) above as part of a planned unit development or master plan, the Development Review Board may waive the requirements of this section as long as the general objectives of the applicable zoning district are met. A request for approval of a taller structure shall include the submittal of a plan(s) showing the elevations and architectural design of the structure, preconstruction grade, post -construction grade, and height of the structure. The DRB shall approve the structure if it CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hill\bullrockpreliminar finds that the building will not detract unduly from public scenic views from adjacent properties or public streets and walkways. Staff believes that the proposal likely detracts from the public scenic view and advises that if the applicant wishes to proceed with a height waiver request that they should submit additional renderings taken from additional public locations. At this point, staff does not recommend approval of the requested height waiver. 1. The Board should discuss the applicant's request for a height waiver of 7'6" and whether the proposal detracts from public scenic views. The entire Quarry Hill subdivision was approved as a planned unit development and therefore all development approved on any of the lots will be viewed as cumulative development on the 25.67 acre property. PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations PUDs shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13(B)(1) of the South Burlington Land Development Regulations, the existing public utility system shall be extended to provide the necessary quantity of water, at an acceptable pressure, to the proposed additional dwelling units. 1. The South Burlington Water Department shall review and comment on the plans, prior to preliminary approval. 2. Occupancy shall not take place in the proposed building until the applicant has obtained final water allocation approval from the South Burlington Water Department. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. 3. The applicant shall obtain preliminary wastewater allocation approval from the Director of Planning and Zoning prior to submittal of the final plat application and final plat final wastewater allocation prior to issuance of a zoning permit. The South Burlington City Engineer reviewed the plans and provided comments in a memo dated November 19, 2009 (attached). 4. The applicant shall adhere to the comments of the South Burlington City Engineer per the memo dated November 19, 2009. Where necessary, the plans shall be revised to comply with these comments. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hill\bullrock preliminary doc Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. 4. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subdivision is proposed via Quarry Hill Road, which is currently privately owned and maintained. Quarry Hill Road is approved as a future city street and will extend from Spear Street to East Terrace, with the latter portion limited to emergency access only and regulated through signage. Access to the proposed buildings is via a 25 foot wide access drive from Quarry Hill Road. A 25 foot wide service drive is also proposed via Quarry Hill Road. Staff finds this to be sufficient and preliminary conversations with the Fire Chief have indicated that the layout is acceptable. The applicant submitted a traffic impact study performed by Wilbur Smith Associates in October, 2003 with the original subdivision, of which the subject property was part of. This traffic study analyzes the traffic impacts of 281 units, which is the maximum number of units allowed under the density requirement of the Land Development Regulations for the entire property. Fuss & O'Neill Inc. was contracted to perform technical review of the traffic impact study for the City. The traffic mitigation measures for the entire property were established during previous approvals (condition #9, application #SD-04-26, attached). This condition shall remain in effect. 5. The plans should be revised to incorporate any applicable traffic impact mitigation techniques, as recommended by the traffic impact study performed by Wilbur Smith Associates in October, 2003, as amended by Fuss & O'Neill Inc., prior to final plat approval. The applicant has submitted a traffic impact report dated November 4, 2009 from Lamoureux & Dickinson Consulting Engineers which indicates that the proposed assisted living facility will add 26 pm peak hour trip ends to the previously approved 155 pm peak hour trip ends. The applicant should address whether this will have any impact on the existing mitigation requirements. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The plans submitted by the applicant depict Cathy O'Brien's wetland delineations. Although the planned unit development as a whole contains various wetlands, it does not appear that the lot proposed for development contains any wetlands. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\Quarry hill\bullrock preliminary doc 6. The applicant should provide confirmation as to whether or not the lot proposed for development contains wetlands, with the preliminary plat application. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 4.05 of the South Burlington Land Development Regulations, the purpose of the R12 District is to encourage high -density residential use and planned unit developments shall be required. Staff feels this project conforms to the planned development patterns in the area and the stated purpose of the R12 District. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The open space areas have been planned in accordance with the original subdivision of the Planned Unit Development. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. 7. The South Burlington Fire Chief should review the proposed plans, prior to final plat approval. 8. The size of the elevators in the proposed buildings should be sufficient to hold a stretcher. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The previously -approved public road will serve the proposed development. A sidewalk was previously -approved along the easterly side of the roadway. In addition, a 20' wide recreation path easement has been established along the southerly and easterly property boundary, connecting the Horizon Heights condominiums to the subject property. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 9. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The location and height of all proposed exterior lighting, as submitted, are acceptable. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hi- ll\bullrock preliminary doc Staff feels the proposed project is consistent with South Burlington's Comprehensive Plan and Land Development Regulations. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations any PUD shall require site plan approval. Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff feels the proposed project accomplishes a desirable transition from structure to site and from structure to structure. Staff has some concerns about safe pedestrian movement through the parking lot. While there are sidewalks which serve the entrance to the building from both the street and the parking area, there could be improvements to the parking area which facilitate movement through the access aisles. This could include a break in the center island and a striped safe crosswalk area. 10. The plans shall be revised to plan for adequate and safe pedestrian movement through the parking area. According to Table 13-1 of the South Burlington Land Development Regulations, the proposed 100-unit congregate care facility will require 145 parking spaces (1.2 parking spaces per dwelling unit plus 1 parking space for every 4 dwelling units). The applicant is proposing to provide 64 parking spaces on site and 35 off site. Even with a parking waiver of 25%, the maximum the board may grant under the current regulations, 109 parking spaces are required. The Planning Commission is considering amendments to the regulations which would decrease the number of parking spaces required for certain congregate facilities. However, until such time as that has been approved through the City, the applicant must show a minimum of 109 parking spaces. The applicant is showing an off- area of parking with 35 parking spaces, for a total of 109 parking spaces. Staff has investigated whether or not the proposed off -site parking area is allowed and it does not appear so. This parking area is not even part of the overall PUD. 11. The Board and the applicant should discuss the lack of adequate parking on the site. According to Table 13-7 of the South Burlington Land Development Regulations, the proposed project will require five (5) handicapped -accessible parking spaces; Five are currently depicted on the plans. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The plans demonstrate compliance with this criterion. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\puarry hill\bullrock preliminary doc Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. As already stated, the applicant will be requesting a height waiver of 7'6". The maximum height for buildings with a flat roof in South Burlington is 35'. Therefore, the applicant must obtain waiver for anything above that. Pursuant to Section 3.07(F)(2), for structures proposed to exceed the maximum height for structures specified in Section 3.07(D) as part of a planned unit development or master plan, the DRB may waive the requirements of this section as long as the general objectives of applicable zoning district are met. A request for approval of a taller structure shall include the submittal of a plan(s) showing the elevations and architectural design of the structure pre -construction grade post -construction grade and height of the structure Such plan shall demonstrate that the proposed building will not detract from important public scenic views from adjacent public roadways and other public rights -of -way. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted typical building elevations for the proposed buildings. The Board should review these for consistence with this criterion. Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant has submitted typical building elevations for the proposed buildings. The Board should review these for consistence with this criterion. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The proposed project is part of a larger residential planned unit development. Staff does not feel it is necessary to require any specific access easements at this time. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hill\bullrock greliminary doc Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). All dumpsters and solid waste facilities shall be accessible, secure, and screened to the satisfaction of the Development Review Board. 12. The plans should be revised to depict all proposed dumpsters and solid waste facilities, adequately screened, prior to submittal of the final plat application. Landscaping and Screening Requirements Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking areas with twenty (28) or more parking spaces, at least ten percent (10%) of the interior of the parking area shall be landscaped with trees, shrubs, and other plants. At least one (1) major deciduous shade tree, whose caliper is equal to or greater than two and one-half (2.5) inches when measures six (6) inches above ground at the time of planting, shall be provided for every five (5) parking spaces. 13. The plans shall be revised to show any of the parking areas subject to this requirement in compliance with the "Internal Landscaping of Parking Areas" requirements outlined in Section 13.06(B) of the South Burlington Land Development Regulations, prior to submittal of the preliminary plat application. The applicant has submitted a landscaping plan in accordance with Sections 13.06(F) and 13.06(G) of the Land Development Regulations. The City Arborist has reviewed the plans and provided comments in a memo dated November 30, 2009 (attached). 14. The applicant shall adhere to the comments of the South Burlington City Arborist per the memo dated November 30, 2009. Where necessary, the plans shall be revised to comply with those comments. 15. Pursuant to Section 13.06(B)(4) of the South Burlington Land Development Regulations, the plans should be revised to show the location of snow storage areas, prior to submittal of the final plat application. Other 16. The applicant should submit addresses based on E-911 addressing standards with the final plat application. CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hill\bullrock preliminary doc Staff recommends that the applicant address the numbered items in the "Comments" Section of this report. There are major issues which present themselves at this time which do not allow staff to recommend approval based on the current set of submitted plans. Respectfully submitted, l CC6_J2- Cathyann , aRose, Associate Planner r southre PLANNING & ZONING MEMORANDUM To: South Burlington City Development Review Board Fr: Bill Szymanski, City Engineer Date: November 19, 2009 Re: Comments — Lodge at Quarry Hill, Assisted Living Facility, Quarry Hill Road 1. Building dimensions should be shown. 2. Concrete curb location shall be noted on plans. 3. Trees shall be planted at least 5 feet from water and sewer lines. Plans show less than 5 feet. 4. Gas main shall be shown on the plans. It shall be located opposite the street from water main. 5. Overflow parking lot shall be connected with a walkway to the main parking lot 6. Sheet 2 of 6 shall show the water and sewer mains. Plantings shall clear these utilities by at least 5 feet. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com Lodge at Quarry Bill Landscape Plan 11/30/09 Lamoreaux and Dickenson LA Plan looks pretty good overall, species selection is good Is there enough interior planting in parking lot to satisfy development regulations? Landscape Specifications Item 7: specifies a minimum 90% live crown ratio, 50-60% is more realistic unless this spec is meant solely for conifers, in which case that should be indicated in the spec Item 19: fertilizer rates should be based upon a soil test, making a recommendation of 32 oz per inch of caliper is meaningless without also including a fertilizer analysis CITY OF SOUTH BURLINGTON PUBLIC WORKS 104 LANDFILL ROAD SOUTH BURLINGTON, VT 05403 -- ,� .(802) 658-7961 X 103 `�..�.. •�` FAX # 802-658-7976 MAILING ADDRESS CRAIG LAMBERT 575DORSET ST. PUBLIC WORKS ARBORIST SO. BURLINGTON,VT 05408 e-mail clambert@sburi.com 14 Morse Drive Essex, VT 05452 November 4, 2009 Lamoureux & Dickinson Consulting Engineers, Inc. Tel (802) 878-4450 Fax (802) 878-3135 www.LDengineering.com Andy Thomas Bullrock Corporation 2517 Shelburne Road, Suite 1 Shelburne, VT 05482 RE: Proposed Assisted Living Facility Traffic Impacts 250 Quarry Hill Road, South Burlington Dear Andy, As requested, we have examined the traffic impacts of the above -referenced project. This project proposes to develop QHC Lot #4 of the Quarry Hill planned unit development with an 100 unit assisted living facility. We understand that 80 units in this facility will be single occupancy and that the remaining 20 units will be double occupancy; thus providing a total of 120 beds. The Quarry Hill PUD received its initial City of South Burlington and Act 250 permits in 2004 and 2005, respectively. As part of those permit processes, the traffic impacts of the Quarry Hill PUD were analyzed in a traffic study prepared by Wilbur -Smith Associates dated April 2004. That study calculated the trip generation and resulting traffic impacts of a 281 unit residential townhouse/condominium development. Table 1 shows the Wilbur -Smith estimated peak hour trips for the entire PUD. Table 1 - Oriqinal Peak Hour Trips (vte/hr) ITE Land -Use Category AM Peak Hour PM Peak Hour In Out Total In Out Total #230 - Townhouse/Condominium (281 units) 20 105 125 105 50 155 Source: Wilbur -Smith, ITE Trip Generation 6th Edition To date, City site plan approvals have been granted for a total of 160 multi -family residential units and a 40 unit congregate care facility. Act 250 approvals have been obtained for 96 apartment units, and an application for an additional 32 apartment units is currently pending. For the purpose of the following trip generation calculations, the 160 multi -family residential units will be treated as apartments. The 2004 Wilbur -Smith traffic study used trip generation Civil Septic Design Transportation Wetlands Landscape Architecture Land Surveying Andy Thomas November 4, 2009 Page 2 rates from the then current 6th edition of the ITE Trip Generation manual. The following calculations will use the now current 8th edition. Table 2 presents updated trip generation calculations for the City approved units plus this Project. Table 2 - Proposed Peak Hour Trips (vte/hr) AM Peak Hour PM Peak Hour ITE Land -Use Category In Out Total In Out Total #220 - Apartments 16 66 82 64 35 99 (160 units) #253 - Congregate Care 1 1 2 4 3 7 (40 units) #254 - Assisted Living (120 beds) 11 6 17 11 15 26 Totals 28 73 1 101 79 53 132 Source: ITE Trip Generation 8th Edition In conclusion, we estimate that the proposed assisted living facility will add 26 pm peak hour trips to the already approved trip generation of the Quarry Hill PUD. This will increase the total number of PUD pm peak hour trips to 132. This Project, therefore, will not cause the 155 pm peak hour trip allocation originally used in the 2004 Wilbur -Smith traffic study to be exceeded. Should you have any questions concerning the above, please feel free to contact us. Sincerely, Rog Dickinson, P.E., PTOE P:\2009\09027\traffic letter.wpd No Text } \ \ w \ \ \ O Sao sxc°t°S m 0S. \ \ Larkin Parcel #1 SEWERUH I t\ / / / / I • ` \ o`� a \ ` RIM = N= INS-- 3620 rlW.OUT•35o.1 CATCH SAM NEW 17 PE INV. IN-360.8 ruolnNpv. INrov�r='sasses 1r PEINV.OUT-360.7 NEW CATCH BASIN F (0-0) I ! \\ \ t / I ` + ( % >an \ ! 1 /'�•.\ � IrPEINV. INIl1Ur=3s2.o NEW CATCH BASIN E(4r 0) /^I \ ` / \ / / ` ;\\ / / ` �\ / -•\ \\\\\\ `\\ \\\ Ir PE INV. 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"'•-" } ��-�a• / t // L--� Free _ EXa811NOWATERSEiMCE - - - - - - TOOHC LOT#1 CLUBHOUSEkui l % % ljll//l�� ��•=°_=� ���.� /i_' `` ` iris / \, ^`\ Pt't i' ,/ // ,/ r--"- ,..._-_�._-- - "_ - \ � // /- �- \ \ / ` /� \ \ \.` \\ \\`�\\\` '�...+ _ / /` „�:"+.'�.,`'�. / / / / /'- .-- -•• !+ /: -------- IMPDED CITY OF SOUTH MMNOION� i' ^' \ / / d` \ /� / WATERUNEEASEEENT&IrAC v Ft.11-1 9�I,40 AccEvru OF QUARRY wu ROAD \ (\ - Glg1 BASIN `\ \ \\� - `•'� '- _ -3'°' r:^" -yc� \ \ ..' r/ ww. //' / , /// /------.--- Ir PE INV. OUT •3311.0 SEWER MH -goy-__ rINV.R4 •3a62 rINV. OUT =See, _ O r w _ _ - -- -'---- _ -- / / l� ' �ti \ ice'/ �/ /%/r J•' HilIELII Itoa c �-� - 7 _ _\ w\/\w \ `\/ \ i(y I ��i \ / �ice/ii�/"- QHC Lot#3 S rpm do / CONNECTTO ERIBnNO CATCH BASIN _ r SEWER STUB Ir INV.=313.1 SEWER MH RIM -a23.8 rINVIN=!12.9 RIM-32J.3 SEWER MM NEW I7 PE INV. IN•9I8.60 RIM-92E.2 EAST. Ir PE INV. OUT• 319.25 0. IN •317.3 _ _ _ - - ��_ ---- _ -�'--- -_r -- -� "- SEWER MH r INV. OUT=3128 rIW. our-3112 I RIM-3N! \ LBT'lnn Parcel #2 CATCHWAN RIM - 320.8 1r PE INV. IN - 324.4 NEW CATCH BASIN O WM) RIM - 320.0 1r PE INV. Our - 325.5 r INV. IN • 924A r INV. out • 324.8 \ \ \ \ ,rPEINY OUT-324.e \ \ /Vol/ w O City GRAPHIC SCALE f b e >o - W017 (III FEW) 1 IRch • 30 tL 27-01.dwg, 11/9/2009 9:59:45 AM, 1:2.21229 LOCUS NTS LEGEND Dan4IOGTaISAew BafMIo�1Vx11mE M YMIFROMEVAIE )>: DeeIIIIOWAlR11V011I11r S oom�0urune DoslnsaAa TBa \\..JJ FAM16Re0MGRIu1E - - AIIUTIATIXCPe(IYIAE - _ � sBm.rsaeoNlruNr _--_w--- �awm®wATeusE -----w uE s- eAva uxE _------ WMMe r10R/NATEARR -yqp_-- Deereq OdlleUt NNE ------ Egg- PMPOeFDfNW(MA6F W- rI10r W4PD YM11aleE e- rwLPm®440AIdelIE OWNER: CUPOLA GOLF COURSE 2543 EAST MAIN STREET RICHMOND, VT 05477 APPLICANT: BULLROCK CORPORATION 2517 SHELBURNE ROAD SHELBURNE, VT 05482 ZONING DISTRICT: R12 DIMENSIONAL REQUIREMENTS REQUIRED PROPOSED MIN. LOT SIZE 3500 SF 2.71 ACRES MAX. BUILDING COVERAGE 40% 22.4% MAX. LOT COVERAGE 60% 5L2% MIN. FRONT YARD SETBACK 30' 35' MIN. SOXYARD SETBACK 10' 201+ MM. REARYARD SETBACK 30' 1101+ MAX. BUILDING MGHT 40' Date I Revision by 'These plans shall only 1 used fcr the p,nT se shown t+elo%. Q Sketch/Concept [] Act 250 Review P'liminety I] C... I-llon I] Final Local Review Q Record Drawing Lodge at Quarry Hill Pro'. No. 09027 SU ey Assisted Living Facility DeS'g L8D 250 Quarry Hill Road South Burlington, VT Drawn SITE PLAN L h. Checked GRADING & UTILITIES o e Nov. 2009 Lamoureux & Dickinson Scale T9 = 30. Consulting Engineers, Inc. Sheet numbs t 4 Morse Drive. Esser. VT 05452LO d o 802-8784450 >vww.LDengineering- O / o 1 ` 1 1 \ 1 \ 7A I >a \ Z 1 1 \ I O \ \ I i 1 \ 1 1 BTD\ O 1 / 3tl I \ /O \\ \. QHC Lot #4 I ` 1 � QHC Lot # 1 g AL 1AL 4AG LUMWMH 42 JC INAIRE Larkin Parcel #1 rLANT LIST Sry I Botmtica[Nmxe Common N— L7--- ty I Sin Remarks Tied AC Amelanchi., cmraderrrh Servieebeny 5 1 1/2" to 1 .3/4" Cal. B&B, Mulliewarred Clump AO Amelunchler Apple Servieebcny 6 11/2"!a 13/4"Cal. B&B. 6 foot branching height AL Ame1armh/er1— Allegheny Servi berry 7 11/2"to13/4"Cd. B&B, 6 fol branching height aN Bem/e nigre'Neruege' Heritage River Birch 4 II/2"to13/4"Cal. B&B. M,hirkunmed Clump GB Ginkgo b,kbe Aammrr Gnld' Autumn Gold Ginkgo 3 2 1/2" to 3" Cd. B&B. 6 feet boinehiog height PH Pima Agra Austrian Pine 20 6'10 7 Height B&B TO Thrgn ncndeaellr Arborvitae 11 5'lo 6' Height B&B .Sklalbs AA Arnnin , Nraifaf, 'BHlllarxirrirrm' Brillie l Ch*ebeny 14 24" to 30" Heigh! B&B or Container CS C.roux —e- Rod Twig Dogwood 14 24" m 30" Height B&B err Coale — IV Iles —'biller. Winterbary, 6 24" 10"Height B&B or Container. UwImal<cultivu'lim Dandy per grouping JC Ja W,,,r Mleennr rm.. Seog v l Sargent Juniper 54 Ig" to 24" Height B&B or Conhimu PH Philedelpbnrx wrgindir MimwaWa SrwwRake Medwoe e 5 24- to 30' Height HAD or Containm. Use Gulliver' Min—ga Sw fl&e' PM Prrmnr manrime Beach Plum 10 24" to 30" Height B&B or Camtamer SH emMnv wmoer' Anlhony Waterer Spires 14 IS- 1o24"Height B&B or Container SO S3mplrorirmpua dNu Common Snowberry 21I 24"I030"Height B&BorC—i— yC 1'lbrrrnrrm rarrlrroider Withered Vibummn s 24" 1, 30" Height B&B er Cmhiner Ernie, eadPli—dah CR Camp r,dirars T..,I eeper 11 al Container(1 gall HE Nemerxulbr app. Daylily I SU 4SP5 CouNhw 1 or 2 Fen Division. Heavy Rool System. Use'Stella d'Ore' mJ Red VadeAn PQ Parrhenaclrnrr ynmqu �Be Virginia Creeper II p l Containerll gel) i ELcv.a4ea s To 2 \ 7ca \\ O _ PROPOSED BUILDING �""'�i' 6PH 1 o uV 22,000 OF _ (FOOTPRINT � 5 VC 7AAI SIN i. Il � u 1�1 yYf 3AC 2AC 0 IS Road \\, O / — UBE PAITt O , / / / O ' _—�_135 Larkin Parcel #2 LEGEND EwenNa G,cx aamN , M FInB�n �BLY.EIIMAWIOIE EIOBIRai WAlElert'lnnAtrr � UnUlYP01E DoalIHG4mEETTaEE — — — GBELEMamXD --UNe — IJHE oca2raa+ura; FlraeHUMce FneF°sEn GTOI eamH (iRAPAIL{ OdAri'I 0 /s tl 1a6 pR°poaEPLnMNW� (tN >?�' ) 1 IB°b - 30 1t. P:\2009\09027\dwg\09027-02.dwg, 11/9/2009 9:59:05 AM, 1:2.21229 V1P.. C, of so Lot #3 IF (305 mm) PARKING/ROADWAY LIGHT ..a� e,era�a,1_I _ram _.:�� yq W w `TTrTUTi as _-11M —NL enw sHa�r;e"IHmrin ..w..wva.,�w �� �ueamonAmaae.e _ aa6m mwa�m�am rvw".sra.: a�. Inr�swrvra.Irsw as ..r ��wlNwa r ale.warm.eaaeme "nsam'"malr""xaw°n fi "MRUU TYPICAL WTOFF LIGHT FIXTURE 2D• 18' DIA. CONCRETE IF LIGHT POLES ARE GREATER FOOTING THAN S' FROM PAVED AREAS OR AT LEAST 2' BEHIND THE CURB, THE FOOTING HEIGHT CAN BE REDUCED TO 6" ABOVE FINISHED GRADE 24"--d 24" PROMDE 2' CONDUIT FOR ELECTRIC SERVICE PARKINI� LOT LUMINAIRE DETAIL NTS Date I Revision Hy These plans shall only be used for the purpose shown below: SketeWConupt Q Act 250 Review Preliminary [3 Construction Final Local Review i3 Record Drawing at Quarry Hill PToLodge 0010i27`N° Assisted Living Facility S—y 250 Quarry Hill Road South Burlington, VT °E41g L&D LANDSCAPE & LIGHTING Checked PLAN RD Date Nov. 2009 Seale Lamoureux & Dickinson Consulting Engineers, Inc. sheetn m6x 14 Morse Drive, Esser, VT 05452 802-g78d450 Dengirtaring.com 2 of 6 www.L r o ,� ,�.�N southburfington PLANNING & ZONING December 7, 2009 Re: 250 Quarry Hill Road Dear Property Owner: Enclosed is a copy of the draft agenda for the December 15, 2009 South Burlington Development Review Board meeting. The enclosure includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846- 4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com William and Miriam Oakes Sandra and John Dooley Francie Mason 48 East Terrace 44 East Terrace 40 East Terrace South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Marie Mackin and Ernest Lowder Ralph Deslauriers Jr. Christina and James Smullen 42 East Terrace 46 East Terrace 4 Sebring Road South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Melaina Rosner Wouter and Julie Nunnick Kevin and Margaret Sleeper 56 East Terrace 58 East Terrace 66 East Terrace South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Cupola Golf Course, Inc. Hiltrault Damm Burlington Country Club Quarry Hill Club 43 East Terrace 239 Spear Street 270 Quarry Hill Road South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Horizon Height Condo Assoc. Leonie Nelson c/o Bill Marks Timothy Taylor 22 Quarry Hill Road 38 East Terrace South Burlington, VT 05403 PO Box 1553 South Burlington, VT 05403 Burlington, VT 05402 89-2 Realty, Co. LLC Burlington Tennis Club Michael Dunne 165 East 72"d Street, #20 C PO Box 143 154 Gardenside Lane New York, NY 10021 Burlington VT 05402 Shelburne, VT 05482 Andrew Devost Anthony and Kay Martello Quingbin and Yau Wang 340 Spear Street 114 Shepard Street 72 East Terrace South Burlington, VT 05403 Winooski, VT 05404 South Burlington, VT 05403 State of Vermont Agency of Transportation 133 State Street Montpelier, VT 05633 soul r ito PLANNING & ZONING December 7, 2009 Cupola Golf Course, Inc. c/o Ralph Deslauriers Jr. 2543 East Main Street Richmond, VT 05477 Re: 250 Quarry Hill Road Dear Property Owner: Enclosed is the draft agenda for the December 15, 2009 South Burlington Development Review Board Meeting. - It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com R140". ,1.�N f� southburlington PLANNING & ZONING December 7, 2009 Re: 250 Quarry Hill Road Dear Property Owner: Enclosed is a copy of the draft agenda for the December 15, 2009 South Burlington Development Review Board meeting. The enclosure includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846- 4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com H puuut ueanng wm counul to oe tondo- iuuuwmg pwpuseu me uty or nuningt°n Vermont all and singular as a IBB / I Itan BBu-t, 14 a public auction to be be held at the Town eyed for a position; a amendments to the is seeking Letters the premises described x70, presently located held within 30 days of of Essex Town Offices list of Council members City of Burlington's of Interest from in said mortgage: at 323 Waverly Circle the date ofjudgment, at 81 Main Street on is also available at the Comprehensive for -profit and non-profit at Westbury Park, pursuant to lO V.S.A. Monday December Cierk/Treasurer's Office. Development businesses interested To Wit: Colchester VT. - §6249(h); and support 14th at 12:00 p.m. to Please call the Clerk/ Ordinance. The public in occupying up to 7,000 obtain the views of Treasurer's Office at hearing will take place s.f. ofground floor space Being all and the same 1 Lisa Terjelian's last 3. grantingjudgment groups citizens on community 865-7136 for further on Tuesday, December in the Moran Center land and premises known mailing address in favor of Plaintiff and development, to furnish information. B. 2009 beginning at at Waterfront Park conveyed to Steven is 323 Waverly Circle against the mobile information conceming 7:00pm in Conference redevelopment project. Galente and Shelly M. at Westbury Park,. home for past due and DON'T SEE A SU PPO FIT the range ofcommunity PUBLICHEARING Room#12, Burlington The project will create Galente by Warranty Colchester VT 05446. unpaid rent through group here that development activities SOUTH BURLINGTON City Hall, 149 Church commercial spaces in a Deed of Dennis L.H. the date ofjudgment, meets your needs? that have been DEVELOPMENT REVIEW Street in Burlington, VT. completely renovated Garon and Sandra L. 4. Lisa Terjelianleased to etherwith Plaintiffs g Call Vermont 2-1-1, a unde rtaken under this BOARD building, which will be Garon, dated May 26, a lot in the Park from court costs, publication program of United Way program, and to give Pursuant to the leased to non rofit and P 7999, and recorded May Betty B. Atkins under and mailin costs, g of Vermont. Within - affected citizens the The South Burlington requirements of24 for -profit businesses. 27,1999 in Volume 455. the terms of a Lease and all of Plaintiffs Vermont, dial 2-1-1 or Vermont,1-1(too opportunity to examine Development Review V.S.A. § 4444(b): The fee -based uses will at Page 16-18 of the Agreement, and counsel fees incurred 2-4636 ree) a statement of the use Board will hold a public be balanced with year- Land Records ofthe City occupied the mobile in connection with this or from outside of of these funds. The hearing in the South g (1 The ur ose of the ) P round public access [o of South Burlington. home lot known as matter as well as for Vermont, 802-6S2- VCDPFunds received Burlington City Hall e proposed amendments an observation deck 323 Waverly Circle, enforcement of the 4636, 24/7. have been used to ac- Conference Room, 575 is to revise the City's over -looking the lake, Terms of Sale: Colchester, Vermont. Lease and recovery of complish the following Dorset Street, South zoning regulations to: public rest rooms. a $10,000.00 to be paid- the mobile home lot. IS FOOD A PROBLEM activities: Construction by Cathedral Square Burlington. Vermont on Tuesday, y, December a)ZA-10-Ol Parallel Sign communityroom, and public park spate that in cash b Y purchaser at the time of sale, with 5. The last known residen[a[the mobile DATED AT Burlington, FOR YOU? 'r Corporation of48 units 15. 2009 at 7:30 P.M, to Height Exemption in includes splash area the balance due at clos- home was Lisa Terjelian. Vermont this 27 day of Do you eat when you're nothungry?Doyou go of affordable senior consider the following: parallel and new skate park. The ing. Proof of financing The mobile home has October, 2009 on eating binges for rentalhaelSreet.g at signs to be placed forsubmittingpurchase balance prove been vacant since Jul y no apparent reason? Is Carmichael Street 1. t ed Letters Letters of Interest to purchase tobe provided Augusts, Steveny Kantor. your weight affecting application *SD-ry but not exceed buttht is 2:00 PM (EST) on at the time ofsale. fsale. 2009, Westbury 2009. Westbury Park a, Attorney for Betty B. the way you live your Information on this of Bullation#Soration of Bullrock Corporation fthe fist[he height of [he first Floor. December 18.2009. The sale is subject to notified Lisa Terjelian Atkins life? Call Overeaters project can be obtained to amend a previously (Modify Table 7.2.1-1 taxes due and owing to remove the mobile Anonymous,863-2655. from Cathedral Square approved planned unit footnote 2 & remove Additional information to the Town of South home or it would be DATED AT Essex Jct., Corporation at 412 development consisting Sections 7.2.5(e)); and. about the project can be Burlington. abandoned. Vermont this 21st day of GIRLPOWER: Farrell Street in South offive (5) multi -family found at CEDO's website The Learn about our y Burlington and may g y dwellings for a total of b) ZA-10-02 Site www,cedoburlin on. The mortgagor is remains abandoned on inner power through be viewed the 160 units and a 40 unit Triangle Setbacks in org or at 802-865-7144, entitled to redeem the the lot Betty B. Atkins meditation, sacred hours of9a.m. ands a.m. a p.m., Monday — Friday, g congregate amend facility. The amendment General Regulations— Add aclear site triangle STATE OF VERMONT premises at any time prior to the sale by pay- 6. The following liens VERIFICATION space, healing energy F throw hDecember 14. g consists of constructing setback requirement CHITTENDEN COUNTY, in the full amount due g and encumbrances STATE OF VERMONT modalities. Connect and u 2009, alOOunit a250 where afront and Y SS. under the mortgage, appear of record with pp CHITTENDEN COUNTY, attune to empower P 5 Qu rry ing facility. 2500uarry setback is required CHITTENDEN including the costs and respect [othe mobile SS enlighten, expand your senseofawareness. y The location of the Hill Road. to increase visibility intersections SUPERIOR COURT expenses of the sale. home: On this 21 day of network with others c meeting is ADA W accessible, as is the 2. Preliminary plat at and driveways. (Add Section DOCKET NO.51564-08 CnC Other terms to be a. Delinquent Property October, 2009, Betty your age, find peer W location where project application #SD-09-51 5.2.5 (c) & modify announced at the taxes to the Town of B. Atkins, owner of support within this on information can be of Pizzagalli Properties, Section 6.2.2 (m)); and, The Bank of New York sale or inquire at Labe Colchester. Vermont in Westbury Park, being going monthly group. found. Anyone needing LLC for a planned - Mellon Trust Company, & Fortin, 30 Kimball the amount of$ 577.69 first duly swom, made Please bring a notebook ADA accommodation is unit Development to c)ZA-10-03 Conditional National Association, Ave., Ste. 306, South (through November16. oath that she has journal, writing utensil encconstruct to contact a SO.000 s Q• Use and Major Impact The Bank Burlington, VT 05403, 2009). read the foregoing and a folding chair. Tim Ashe of o Tim Ashe of Cathedral ft. office building, 119 Review Exemptions— York York Trust Company, parry. 802660-9000. Complaint, and that the Ages 12-16. First Sat Square Corporation at Tilley Drive. Remove conditional use N.A., as Successor to 7. The last em- facts contained therein of each month at 4 N 802-318-0903. from the exemptions JPMorgan Chase Bank The Bank of New York ployer of Lisa Terjelian are true. p.m. at Moonlight Gift 3. Conditional use ap- provision. (Modify N.A. as Trustee for RASC Mellon Trust Company, is unknown. Shoppe. Rt. 7, Milton. c Legislative Body far the plication #CU-09-10 of Section 3.5.3). 2004KS70, National Association efore me, Russell E. To reserve space call N TOWN OF ESSEX Longhaul. TelJet Lon haul. LLC to 8. Charles Bolton is a Walker Michele, 802-893.9966, a 36 inch diameter (2) The propo;ed Plaintiff By: Joshua B. Lobe, Esq. Person disinterested Notary Public moonlightgif[shpppe@ OPENINGS antenna on an eight (8) amendments in their V. Lobe & Fortin, PLC in the mobile home Printed Name: Russell yahoo.com. BURLINGTON CITY foot high mast on the entirety affect the Steven Galente, 30 Kimball Ave., Ste. ormobile home park E. Walker COMMISSIONS/ roof of the building, 30 City of Burlington as a CitiFinancial. Inc., 306 who is able to sell the My Commission Expires: CHITTENDEN FAMILIES y BOARDS Community Drive. whole. Vermont Department South Burlington, VT mobile home at a public 2/10/11 TOGETHER MEETING: Wednesday, Dec. o Z On Monday. December John Dinklage, (3) The proposed of Taxes. Beverly Bourgault, 05403 auction. STATE OF VERMONT 2, 5:30-6:30 p.m. j 14.2009. the Burlington Chairman amendments affect Lexington National STATEOFVERMONT 9. Mobile home lot CHITTENDEN COUNTY, Vermont Family N City Council will fill the following sections Insurance. Murdoch, rentcontinuesto SS. Network Conference vacancies on the follow- South Burlington ofthe Comprehensive Development Hughes & Twarog CHITTENDEN COUNTY, accrue at the rate of $425.00 month CHITTENDEN SUPERIOR COURT Room, 600 Blair Park Rd.#240, Williston. ing City Commissions/ Development Review Board Ordinance: See refer- Attorneys at Law And SS. CHITTENDEN per (including$10.00 late Docket No. S1423-09 Focus is on concerns Boards: ences in#1 above. Occupants residing at 3 lby Street, South SUPERIORCOURT fee). Rent and storage CnC offamilies who have Fence Viewer Copies of the applica- Burlington, Vermont, Docket No. S1423-09 fees ($ 5,435.00). lease high school youth and o Term Expires 6130/10 [ions are available for The text of CnC enforcement and evic- IN RE: ABANDONED adult members who Two Openings public inspection at the the Burlington Defendants tion fees ($889.44), and MOBILE HOME have developmental South Burlington City Comprehensive IN RE: ABANDONED other charges due and OF LISA TERJELIAN disabilities. Contact: Hall. Development Ordinance NOTICE OF SALE MOBILE HOME OF LISA accruing to the Plaintiff Jan Hancock 876-5315 g and the proposed TERJELIAN as of October 19, 2009 OROERFORHEARING ext. 215, jan.hancock@ m u November25,2009 amendments are By virtue and in exceed$ 6.324.44. vtfn.org. PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, December 15, 2009 at 7:30 P.M. to consider the following: 1. P liminary plat application #SD-09-50 of Bullrock Corporation to amend a previously proved planned unit development consisting of five (5) multi -family dwellings for a total of 160 units and a 40 unit congregate housing facility. The amendment consists of constructing a 100 unit assisted living facility, 250 Quarry Hill Road. 2. Preliminary plat application #SD-09-51 of Pizzagalli Properties, LLC for a planned unit development to construct a 50,000 sq. ft. office building, 119 Tilley Drive. 3. Conditional use application #CU-09-10 of TelJet Longhaul, LLC to add a 36 inch diameter antenna on an eight (8) foot high mast on the roof of the building, 30 Community Drive. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. November 25, 2009 SCHEDULE E Adjoiner Information Submit with the application a list of all adjoining landowners with mailing addresses. An "adjoiner" is a person or organization which owns or controls land or easements on land which physically abut the tract or tracts of land on which your project is located. Be certain to include landowners on the opposite sides of highways, railways, and rivers. Also include homeowner associations, utility companies, and others with significant legal interest in the homeowner associations, utility companies, and others with significant legal interest in the project land. It is very helpful if you indicate the location of each adjoiner on your site plan. If you do not provide a list which is thorough and up-to-date, your application could be delayed because of improper notice distribution! Please note: For lists which include more than 20 adjoining landowners, our administrative staff appreciates receiving the list on mailing labels to facilitate the notification process. NAME MAILING ADDRESS WITH ZIP CODE William & Miriam Oakes 48 East Terrace, South Burlington, VT 05403 Sandra & John Dooley 44 East Terrace, South Burlington, VT 05403 Francie Mason 40 East Terrace, South Burlington, VT 05403 Marie Mackin & Ernest E Lowder 42 East Terrace, South Burlington, VT 05403 Ralph Deslauriers Jr 46 East Terrace, South Burlington, VT 05403 Christina & James Smullen 4 Sebring Rd, South Burlington, VT 05403 Melaina Rosner 56 East Terrace, South Burlington, VT 05403 Wouter & Julie Nunnick 58 East Terrace, South Burlington, VT 05403 John & Ruth Goodrich 60 East Terrace, South Burlington, VT 05403 Kevin E & Margaret D Sleeper 66 East Terrace, South Burlington, VT 05403 Cupola Golf Course Inc. Quarry Hill Club 270 Quarry Hill Rd, South Burlington, VT 05403 Hiltrault Damm 43 East Terrace, South Burlington, VT 05403 Burlington Country Club 239 Spear St, South Burlington, VT 05403 Leonie B Nelson 22 Quarry Hill Rd, South Burlington, VT 05403 Horizon Height c/o Bill Marks Condo Association P.O. Box 1553, Burlington, VT 05402 Timothy Taylor 38 East Terrace, South Burlington, VT 05403 89-2 Realty, Co. LLC 165 East 72°d Street: #20 C, New York, NY 10021 Burlington Tennis Club P.O. Box 143, Burlington, VT 05402 Michael Dunne 154 Gardenside Lane, Shelburne VT 05482 Andrew Devost 340 Spear St, South Burlington, VT 05403 Anthony & Kay Martello 114 Shepard St, Winooski, VT 05404 Qingbin & Yau Wang 72 East Terrace, South Burlington, VT 05403 City of South Burlington 575 Dorset Street, South Burlington, VT 05403 State of Vermont Agency of Transportation 133 State St, Montpelier, VT 05633 GENERAL CONST ONNOTT S 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITHTHE LATESTVERMONTAGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE CITY OF SOUTH BURLINGTON PUBLIC WORKS AND LAND DEVELOPMENT CODE REOU IREMENTS, CHAMPLAIN WATER DISTRICT SPECIFICATIONS AND THESE PLANS. 2. THE CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY UNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY 'DIGSAFE"AT 141WDIG-SAFE PRIOR TO ANY EXCAVATION. PRIOR TO CALLING DIG SAFE IT IS A REQUIREMENT TO PREMARK PROPOSED EXCAVATION AREAS USING WHITE PAINT, STAKES OR OTHER SUITABLE WHITE MARKINGS, IN A MANNER THAT WILL ENABLE THE OPERATORS OF THE UNDERGROUND UTILITY FACILITIES TO KNOW THE BOUNDARIES OF THE PROPOSED EXCAVATION ACTIVITIES. PREMARKING IS NOT REQUIRED IF THE ACTUAL EXCAVATION WILL BE CONTINUOUS AND WILL EXCEED SW FEET IN LENGTH. 3. UTILITIES INFORMATION SHOWN ON THE PLANS WERE OBTAINED FROM BEST AVAILABLE SOURCES AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALL CONNECT OR RECONNECT ALL UTILITIES TO THE NEAREST SOURCE THROUGH COORDINATION WITH UTILITY OWNER. 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING SURFACES, SOILS, VEGETATION, PAVEMENT AND STRUCTURES NECESSARY TO CONSTRUCT THIS PROJECT UNLESS OTHERWISE NOTED ON THESE PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL, DEBRIS AND TRASH FROM THE SITE UPON COMPLETION OF CONSTRUCTION, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ENSURING THAT THE DUST CREATED AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. WHERE AND WHEN DEEMED NECESSARY BY THE ENGINEER OR OWNER. THE CONTRACTOR SHALL BE REQUIRED TO WET SECTIONS OF THE CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS WITH A POWER BROOM AS DUST CONTROL. B. ANY SURFACES, LINES, MARKERS OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTORS OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR AT HIS OR HER EXPENSE, TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. 7. CONSTRUCTION OBSERVATION AND CERTIFICATION IS OFTEN REQUIRED AS A CONDITION OF STATE AND LOCAL PERMITS. IT IS RECOMMENDED THAT CONSTRUCTION OF THE IMPROVEMENTS DETAILED ON THESE PLANS BE OBSERVED BY LAMOUREUX S DICKINSON CONSULTING ENGINEERS INC. (LSD) TO DETERMINE IF THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. LSD WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT MAY ARISE FROM: FAILURE TO FOLLOW THESE PLANS AND SPECIFICATIONS AND THE DESIGN INTENT THAT THEY CONVEY, ANY CHANGES MADE IN THE PLANS AND SPECIFICATIONS OR IN THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS WITHOUT L&D1 PRIOR KNOWLEDGE AND CONSENT, ANDIOR FAILURE TO SCHEDULE OBSERVATION OF THE WORK AND TESTING IN PROGRESS. S. FOR ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF ONE-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. CONTINUOUS TWO-WAY TRAFFIC WILL BE REQUIRED AT NIGHT, DURING PEAK -HOURS, AND WHENEVER POSSIBLE DURING ACTUAL CONSTRUCTION ACTIVITIES. TEMPORARY CONSTRUCTION SIGNS AND TRAFFIC CONTROL SIGNS SHALL BE ERECTED BY THE CONTRACTOR IN ACCORDANCE WITH MUTCD STANDARDS. 9. TO ASSURE COMPLIANCE WITH THE PLAN(S), THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCE OF STARTING ANY WORK, COMMENCEMENT OF CONSTRUCTION OF BUILDING, BEGINNING INSTALLATION OF ANY UTILITIES. BRINGING IN ANY NEW GRAVEL FOR THE NEW PAVED AREAS, PAVING, AND FINAL INSPECTION. 10, THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWER AND WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE "TEN STATE STANDARDS- RECOMMENDED STANDARDS FOR WATER" It THE FINISH GRADE SLOPES SHALL BE AS SHOWN ON THE PLANS. FINISH SLOPES, DITCHES AND DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 4' OF TOPSOIL AND SHALL BE FERTILIZED, SEEDED, LIMED, AND MULCHED. TURF ESTABLISHMENT SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS INCLUDED ON THESE PLANS. 12. ALL FILL SHALL BE PLACED IN S INCH LIFTS AND THOROUGHLY COMPACTED TO 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM DSW STANDARD PROCTOR, UNLESS OTHERWISE SPECIFIED. 13. PRIOR TO CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY THE ENGINEER. 14. PRIOR TO PAVING, ALL MANHOLES, CATCH BASINS, AND VALVE TOPS SHALL BE RAISED TO FINISH GRADE. 15, NEW PAVEMENT MARKINGS SHALL SE IN ACCORDANCE WITH THESE PLANS. ALL EXISTING PAVEMENT MARKINGS IN CONFLICT WITH THE NEW IMPROVEMENTS SHALL BE REMOVED BY GRINDING. 16. BACKFILL UNDER PIPES IN FILL AREAS SHALL BE COMPACTED TO 95%OF MAXIMUM DENSITY. A MINIMUM OF (2) COMPACTION TESTS SHALL BE TAKEN AT THE CONTRACTOR'S EXPENSE UNDER EACH RUN OF PIPE PRIOR TO INSTALLATION. THE PIPES SHALL ONLY BE INSTALLED OVER ADEQUATELY COMPACTED SOILS. 17. AT COMPLETION OF GRADING, SLOPES, AND DITCHES, ALL DISTURBED AREAS SHALL BE SMOOTH AND FREE OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE. NOTES: 1, EMULSIONWILL BE PLACEDBETWEEN THE BASE ANOFSASN COATS OF PAVEAMENTWIENTHE FINISHED COURSE IS NOT PLACED WITHIN S MONTHS OF THE SASE COHSE PLACEMENT. 2. PRIOR TO INSTALLING THE UNDERD&UNS, FABRIC AND GRAVEL, THE CONTRACTOR SHA L CONTACT THE ENGINEER FOR INSPECTION OF THE STREET SUSRASE SOILS. THE CONTRACTOR SHALL FURNSH A LOADED DUMPTRUCK FOR TRAVELING ON THE SUBBASE MEN THE ENGINEER PERFORMS THE INSPECTION. TIME CONDUCTOR SHALL OVEREX WVATE IN UNSUITABLE SOILS AND ADD ADDITIONAL SAN) BASE AS REQUESTED BY TIME ENGINEER. 3. ALLEXPOSED CONCRETE CURB AND SIDEWALK SHALL RECEIVE TING COATS OF ANTI-SPALLING COMPOUND AFTER THE INITIAL CURING PERIOD (APPROXIMATELY 28 DAYS). 4. INHERE LEDGE EXISTS, IT SWILL BE SHATTERED TO I BELOW SUBORAOE. 5. CONCRETE SHALL HXVE A MWIMUM STRENGTH M 3.800 PSI AT 2R MYS AND SHALL BE AIR ENTMIWD NATH AN ADMIXTURE PROWQNG AN AIR CONTENT M 5%TOT%BYVOLUME. 8. HALFINCHNlr)TRMSVERSEE%PANSIONJOINTSSHALLBEPLACEDATINTERVALSNOTE%CEEDINGTVJENWHET (20). SIDEWALKS SHALL BE SCORED TO A DEPTH OF ONE INCH (1-) EVERY FIVE FEET (5). CURB AND SIDE WALK SECTIONS SHALL BE SEPARATED BY A PRE MOLDED JOINT FILLER. 7, AFTER THE INITIAL CURING PERIOD IS OVER (APPROXIMATELY 2R DAYS). ALL EXPOSED SURFACES SHALL RECEIVE TWO COATS OF ANT-SPALLING COMPOUND. PRE -CAST OR POURED IN -PLACE 3500 PSI CONCRETE RISER BETWEEN C.B. TOP ANO BOTTOM OF CAST IRON FRAME. MAXIMUMHEIGHT SHALL BE 8INCHES. (BRICKS SHALL NOT BE USED.) FRAME6 GRATE LEBARW LE 248-1 OR EQUAL LK120D OR EQUAL IF r FILL GAP VATN GROUT I (� NEW CURB SHALL REST ON TOP OF / BASINCS-ER -ADJUST HEIGFITOA CURB AS REQUIRED ROAD GRADE EXCEEDS 51 WHERE THERE IS NO CURB, TOPSOIL AND GRASS FINISH GRADES Ill TOBASIN AND USE 4 FLANGE FRAME ' _ GROUT FRAME TO CONCRETE THE FRAME OPENING SHALL MATCH THE CATCH BASH! TOP WITH NO OVERHANG. PROM CE WATERTIGHT RUBBER E BOOT FOR ALL STORM PIPES T OR LARGER IN DIAMETER 7 --r 2I71' S.T. ROVEDEO530 OR if, lrAPPROVEDEQWL PREN ,:. UNDISTURBED SO. CONCRETE CATCH BASIN EXTENDS CONGTO LEDGE PAYMENT LIMIT 3/P CRUSHED STONE BEDDING LBMTS OF EXCAVATION PRECAST CATCHBASDV NTS NOTE: CATCH BASINS MAY BE LARGER THAN SHOWN 01N TINS DETAIL WITH MULTIPLE OR IARGER DIA PIPES IN ONEBASIN. USE PVC PIPE OR PRESSURE TREATED 2' X 4' TO MAR" LOCATION AND DEPTH OF SERVICE CONNECTION. EXTEND FROM PLUG TO 2-ABOVE FINAL GMDE PROPERTY LINE OR EASEMENTBOUNCARY 15' 4- MINIMUM SERVICE SDR 33 PVC CONNECTION TEMPORARY PLUG THE SANITARY SEWER SERVICE SHALL RUN PERPENDICULAR FROM THE MAIN TO AT LEAST THE STREET LINE LEDGE I \_ UNCERGRAIN CARRIER PAYMENT LIMIT PIPE OR SANITARY SEWER MAIN DO NOT CONNECT UNDERORAIN TO SANITARY SEWER MAIN LEDGE PAYMENT LIMIT MINIMUMA SLOPE IN'/FT FOR SANITARY SEWER OR - FOR FOR UN7ERD RAIN PIPE UNLESS OTHERWISE NOTED SEE SEWER TRENCH GETAIL FOR SEWER MAIN AND SERVICE BEDDING DETAILS SANITARY SEWER OR UNDERDRAINSERWCECONNECTION NTS. 3 6 1 1 THICK TYPE III FINISH COURSE PAVEMENT -VAOT SPEC 408 2' THICK TYPE II BASE COURSE PAVEMENT.VAOTSPEC408 1� SLOPE TO EXISTNO _ 3 GRADE -SEE PLANS t2 GEOIEXTILE FABRIC-MIRAFI b WX FABRIC OR APPROVED EQUAL, 18' MIN. OVERLAP O IB' GRAVEL SUB BASE ENACT SPEC 8 704.05 FINE OR TI MM _-SA D CUSHION OVER LEDGE VAOT SPED MIMA TYPICAL DRIVEWAYAND PARKINGAREA CROSS-SECTIONDETAIL Ns BACK FILL MATH APPROVED EXCAVATED MATERIAL THOROUGHLY COMPACTED IN S- LIFTS - UNDISTURBED SOL J-A HE SIDES OF TRENCHES 4 FT. OR ORE IN DEPTH ENTERED BY ERSONNEL SHALL BE SHEETED aR LOPED TO THE ANGLE OF REPOSE PPROVED ROCI( FREE BACKFILL OMPACTED IN V LIFTS (NO STONES ARGER THAN 1 WE DIAMETER) COVER IS LESS THAN S 10',PLAGEM'HICK INSULATED BOARD, WHICH IS UITABLE FOR BURIAL OVER PIPE. D' IS OUTSIDE DIAMETER OF PIPE) HE CONTRACTOR SHALL AT ALL TIMES KEEP THE TRENCHES ENTIRELY FREE OF WATER UNTIL ALL WORK IS FINISHED AND READY FOR BACKFlLLING 3/4' CRUSHED STONE BEGGING \ LEDGE PAYMENT UNIT TYPICAL STORMAND SEWER TRENCHDETAIL N T.S. S' THICK $TAN= W THICK RESIDENTAL DRIVES OF THICK COMMERCIAL S INDUSTRIAL DRIVES S' tWAUX 00 PSI CRETE 1/4'/FT. 1 3 8- THICK CRUSHED GRAVEL PER VT STATE SPECe 06 MOTIFS: 1, CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 3.S00 PSI AT 28 DAYS AND SNALL BE AM ENTRAINED WITH AN ADMIXTURE PRODUCING AN AIR CONTENT OF B%TO 7%BY VOLUME. 2. HALF INCH NR') TRANSVERSE EXPANSION JOINTS SMALL BE PLACED AT INTERVALS NOT EXCEEGING TWENTY FEET QM. SIDEWALKS SHALL BE SCORED TO A DEPTH OF ONE INCH(D) EVERY FIVE (5) FEET, CURB AND SIDEWALX SECTIONS SHALL BE SEPARATED BY A PREMOLDED JOINT FILLER. 3. AFTER THE INITIAL CURING PERIOD IS OVER (APPROXIMATELY 20 DAYS), ALL EXPOSED SURFACES SHALL RECEIVE TWO COATS OF ANTDSPALUNG COMPOUND. CONCRETE SIDEWALK DETAIL N.T.S. 12'RAOUS � E NO AREA 08a5F. 19- f_9.J NEWCRUSHER RUN GRAVEL 11 11 CURBING SHALE BE CON5IRUCTEDIN td SECTIONS WITH 1A' JOINT BETWEEN SECTIONS. R 2)CURBING EXPANSION JOINTS SHALL BE CONSTNUCTED EVERY SO ANI SHALL BE CONSTRUCTED OF MATERML CONFORMING TO AASHTO M$IGNATM HMSO c I — SPONGE RUBBER OR CORK,) / 3) ALL EXPOSED SURFACES TORECENE 2 COATS OF ANANT-SPALLING COMPOUND. O/ - CONCRETE CURB DETA& /O/ � R 0/4, " y Ofs,0 `�9 B v�yy;�9�A 'I CLEANORT ENGT 6COVER LOBAR W R4108 OR EQUAL W THICK GRAVEL BE N.T.S. SHORT LENGTH OF PIPE UNOERCOIJCRETEPAD 10'X 18'Xe'-2600 P.S.I.CONCRETE PAD 45'BEND AS NOTED ON PLANS CLEANOUTDETAIL (STORM& SEWER) 9027-05.dwg, 11/9/2009 10:03:04 AM, 1:2.21229 WATER DISTRIBUTIOr YCEFICATIONS I.g CONSTRUCTION METHODS A. INSPECTION AND TESTING NOTE: ALL WATERLINE AND RELATED WORK TO BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES FOR ALL WATER SYSTEMS OWNED BY THE CHAMPLAIN WATER DISTRICT, THE CITY OF SOUTH BURLINGTON, COLCHESTER FIRE DISTRICT 91, AND THE VILLAGE OF JERICHO, HENCEFORTH THE "CWD SPECIFICATIONS" SOUTH BURLINGTON WATER DEPARTMENT'SBWD' SHALL BE NOTIFIED PRIOR TO BACKFILLING TO INSPECT ALL JOINTS, FITTINGS, MAIN LINE TAPS, APPURTENANCES AND WATER LINE CROSSINGS. NO WATER LIN ES ES SHALL BE INSTALLED AFTER NOVEMBER 15 OR BEFORE APRIL 1 WITHOUT PRIOR APPROVAL OF THE SUPERINTENDENT. THE SUPERINTENDENT MAY RESTRICT WORK BEOFRE NOVEMBER 15 AND AFTER APRIL 1 DURING ADVERSE WEATHER CONDITIONS. IT GENERAL: This it,, Shah consist of me labor, squipmerd. and material required for tin compete w,Nmctbn of Me ontm main and services which shall Include excavation, ba,"Ohrg, pipe, valves, lees hydrants, eboea. reducer,,and all other appurtenances necessary for a complete walermaln system as indicated on the accepted drawings. All material, and installations must comply with the CM Specifications and shall be approved by the local municipal water authority. 1.2 WATER MAIN PIPE MATERIALS: DUCTILE IRON PIPE Pipe shall be a pipe 1. In include polyethylene encasement cono TrW le AWVVA C 105. Mnknum tlameter of eigM inches (IT) aid conform so current AVWVA C110 a ANSI Specificncn A21 AO. PlNbon pint pp sheN be minimum thickness Class 52. Push -on joint accessories sMN wnbrm to appiicable requir-of AWWA C111 or ANSI Specification A21.I I. Pipe shall be cement mortar -lined on the inside In accordance with AVJWA C1b1 or ANSI Specification A21.4 xcepl that the cement4h,mg thickness shall not be less than three- std-the inch (3/16'). A plus tolerance of one -eighths Inch (118") will be permitted. 1.3 FITTINGS: All Mass finings, corporations, curb slops, molar fell pieces, ebows aid INN, valves shah contain on 4-0, of ce pneM d M,nL) Iola, lead content by weigh, or less. ppr,,, Bans filings snail, '.. b , e Brass No -Lead, Red Manufedurlrg or Champlain Water Dlslrlct approved equal, manufactures in accordance with AV IVA CBOO. All No -Lead brass fittings shall have the m,n,%ctumm name or trademark integrally stamped or cast on it. Another merk,ng identifying the No -Lead brass allow shell also be cast or stamped on the figirg. Ductile iron nRings shall be cement-lned, have 350 pounds working possum, and be in accordance with AWWA C-104, C-111, and C-110 or C-153 for compact fittings. MachernoM join) restraints with beal off nuts and Mns shall be EBAA or Sigma, ore Champlain Water Dislrtcl approved equal grip ring. Dud a l- fitlkgs larger than Halve Inches (12") shall have a at,Me,d Wdy length equal to Class 250 castiron Ofts gs. Cast son Case 250 fth%s will be allowed In lieu of ductile iron fittings in we, larger Man Mahe inches (I Z"). 1.4 GATE VALVE RESILIENT SEAT: Get, valves shall be AWWA C 5011 Standard Gate Valves with mechanical pirss of sizes as required on the plans. All valves shall be of castor ductile Iron body, parallel Maas met., Sun -rising stem, throw. slaw, resilient east wkh "W Ring Stem Seals. All Valves to be equipped with a valve box fora minimum of 5.6 of cover meternot. The gale vaNes shall open left all be designed for a waking Pressure of 200 ply. Each valve shall have maker's name. pressure ,sung, all year in which manufactured seat on tin body. Prior la shipment from the factory, each valve ,hall be tested by hydrostatic W-I equal to Mice Iha specified working pressure. Burled valves stMN be trsraXed wkn a valve bon. 1.5 VALVE BOXES: Cast Iron three-piece slide -type; five and one-fourth. inch (5 1 /4") -R:.a bid (6) trench depth. Cost Iron cover marked 'WATER" and indicating di action of opening. 1.6 FIRE HYDRANTS: AD hydrants are to be 3-way. S" min-, tlameter and limited to the Mille p makesMusser Super Centurion 250 or Kennedy Guardian K-81D m Were -Pacer. Main VON, Opening: 5 1/4 inches, left omr*V N.-Is Arrangement: Two 2 tf2 inch hose nczzles witn NST threads. One 4la inch tamper nozzle with NET Rhoads. Inlet Connection: 5 inch machanesl pint Operating Nut: Standard 1-1121nch pmegon Direction of Opening: Counterclockwise Color: Enameled hydra, red Depth of Scary: Slx-bot cover. The hydrant shall have el least 16 aM oo more than 21 inches between Me Whom of the steamer cap and the ground. Drain: The hy drant Mall be wnEninlrg or have Mda .pkgpaC OIheTHydrant flags shelhe ragutretl at wppMd for each hydrant . 1.7 HYDRANT BRANCHES: Hydrant assemblies shall consist of an anchor tee or a Swivel JWM Hydrant Tee, a sit-inch-Mnbal jolly gale valve conforming to the above specifications, in, appmp,I,W length of sb,An DI Class 52 pipe, at necessary ry anchor coupling, and appoved staining gMn its, the fire hydrant eat appropriate thrust bbck. The hyd,ont shall have al lea., twelve inches (1 T) between the bettom of Ma steamer Sup aid tin ground. For single-family house sub, ivi ions, there will be at least one hydrant M each irnmectbn and a maximum M 5W feel (500') beMsen hydrants with a minimum water flow of 500 gallons per minute with a 20 psi ranked pressure horn each hydram. 1.8 WATER SERVICE CONNECTION: A. GENERAL REQUIREMENTS The Contractor shall Install thrree-fourths inch to two inch (3/4--7) copper type K services as indicted on tin Contract Drawings of as directed by the Engineer. Each service shah wnskl of a wwration, curb . Supper tubing, and a curb W, whh service rod. Corporation mall be attached to ttho Mucha ton pipe by mearm of a direct bp. B. CORPORATIONS Corporations shall be Cambridge Brass No -Lead Red Had Manufacturing 4381. or Champlain Water Dlstrid approved equal, manufactured In accortlance with AV WA C800. Corporations shall have Mueller threads, adopted as AV VA Figure If 1, at the Ina, and a compression -type hitting at the -ter. Both Intel and oW10 shall be of the some size. Corporations shall be directly topped Into ductile iron pipe larger than sic inches (6) in diameter. In w other nslance. except when a tapping sleeve and valve is Used shall a Mp W made and a w,p-hOn metalled without iM use of a lopping aadMe. C. CURBSTOPS Curbstops shall be Cambridge Stan No -Lead, Red Had Manufacturing SB 5151184151. w CMmpein Water District approved equal, manufactured in accordance with AWWA C800. CurbeMp ahall be a quarter-tum, plug -type valve with an "0" ring -type seal. The curbstop shall open MR aM have a positive stop. No D bstop shall have the ability to drain the service line. Both inlet and outlet ofthe cuNstop,hall have compreso-yp fifth,.. The lee head of the curb stop shall have provision for the connection of a service rid. 0. SERVICE LINES Copper tubing shall be type'K", soft -temper, conforming to ASTM B86. The name,, hademmk Of the manufacturer and type shall be Stamped at regular Intervals along the pip. E. CURB BOXES AND RODS Curb boxes shall be of the sliding adjustable -type capable of adjusting from five fed to I, feet (5'- 6). The base of the box shell be arch -type w as to prevent the box fro, resting directly on the curbalop. The adjustable upper section shall be one inch (1 ") in diameter for use On three -fourths and one inch (W4" aid l') curbssop. For larger curbslops, the upp, section shalt be one and one -fourths inches (1 IW) in diameter. All pipe and fittings shall be inspected and tested In accordance with the manufacturers spci ocefi,K s and Me aforementioned AWWA SWIricatlons. The Contract,, shall furnish for approval mdri ation from the pipe manufacturer that all testa have been performed with satisfactory ,esuM. Pipe shall not be installed without tie Engineer's or Water Authority's approval. B. INSTALLATION Piles, fillings, and a -softies shah be carefully handled to avoid damage. PM, to the date of s„ept.nca of tM project work by the Owns,. the Contractor shall replace any ,row pipe or access,ry sound to be delachN. at any time, including after installation, at no expense to the Owner. All installation and testing sMll be done in accordance with AW WA Standard C-600 and ANSI Specification A21 A 1, All pipes showing cracks sMll be rejected. II cracks occur in 1st pips, Me CaMrador may, at his own expense and with the approval of the Engineer, cut off the cracked pdbns at a W,M at Most twelve inches (17) from 1st visible limits of the crack aid use the sountl ford- of the pipe. AN pipes and finings Sher be cleared of all foreign matter and debris prior to installation aM shell be kept clean until Me tsne of acceptance by the Owner. At all times, when the pipe laying is not actually In progress, Me open ends of the pipe shall he closed by temporary watertight plugs or by other approved mean,. If water is in the trench when work k resumed, the plug shall not be removed until all danger of water emoting the pipe has passed. The pipe shall be Installed In trenches and at the line and grade shown on Rro C,mmot Drawings. Any deffech-joints shall be within the limits spci i d by the manukct,mr. All piping and appurtenances necled le the equipmenl shall be sup"tmd s, In,, no shin will be impoaW on tin equ,W,'d If tin equipment manufacturers apacificabons include that piping loads are not to W transferred, the Contractor Sher submit cedification of-pWK,e. Concrete thrust Mocks shah be ,,failed on all plugs lees, eat lands def..ft 11 1/4 degrees o, more. Care shall be taken to ensure that concrete will not coma In Contact with Hedges, pima, or bolls. The required one of thrust blocks are indicated on the plans or shall be as aWoved by the Engineer. Whenever sewers cross under watermains, the seat, main shell be lab at such an elevation that Me bon- of Iha walermain Is at Mast 18 inches above the lap of the sewer. This vMkal separate,, sMN be maimated for Mal ,onion of the w,ta,meln bco,d wdhin Mn feet (10)1xxbmn aXy of any Bawer it crosses. The,, shalt be w physical connection between Ina distfibubeft system and any pipes, Pumps, hydrants, or ranks which are Supplied or may be supplied with a water that is, or may be, co Maminated. In instances where Iha use of different types of pipe require Joining, the Comrade, shall Nmkb aid insall all necessary adapters. All trenching safety standards shall be in conformance with all applicable Stole and Federal GuWatnes erW as spaelflad on the Plane. The Contractor shall, at all times, keep the trenches entirely tree of water until all work k finished and ready for Mckfilling. After the various pipelines have been installed, the tmmMs and other areas to be filled shell he Mowed until subgO-wle wherever possible, material excavated hom Iha french. No MckflNg sell he allowed until any concrete masenry has Sul suMcieMly, as detartntrotl by the Ergirroer. All material for backfllling shell be free of roots, stumps, aid frost. Malehals used for Mckfilling benches show be free of stones weighing over 30 pounds. No stone& measuring ... r,ne aid one-half Inches (1 1/') m the longest dimension shall be placed within one fool (1') of the pipeine being backfilled. Beckflll for all pipelines has be paced in sia inch (6•) layers, each Myer Ming thoroughly wmpded to not less than 95 porters of maximum dry density as determined by the AASHTO-T-99 Standard Proctor. Particular pacaUio,s shall be taken in Me placement and wmpadion of the be"materialn order not to damage the pipe or structure. The backfill shall M W,WM up evenly. All walemroirn WN be imlaMd with a mnimum cove, depth of in (6), Surplus .....aled materials not used for backfill shall be disposed of In a manner aa85hdory b the Engineer. All surplus material .1 spit ,Mall M removed promptly and disposed of so as tot W be objectionable toabumm or to the general public. Valve boxes are to be Installed on ail buried valves. The bores shell be castiron with a minimum rave aM on,-soudhs Inch (5 1/4") diameter and long enough to extend hom the vahe to fini,nad grade. The boxes shall CO -I Iha opraOse nut a,r0 d d ul-ti boa of the valve. Valve lakes aMN not p of bads kilo Ina valve. Covers shell a close flying aid did -tight with di top of ins Suva gu,n Volvo Rro top of llIe bus rim. Coven stuff be m,rkad'WaMf wHh an artow iMlcalin9 the direction of opening. VaNa lases shall be three pier sNp-type. The contrador shall provide ,stable, temporary PVC marker appoved by the Engineer at all gale valves, cab slope, and al the end of weterllne. to a point six Inches (6") abovear finish grade. The mker sMll be seated securely Into the greuM. C. FIELD TESTING Exc,Pl as otherwise AMCIad, all fu"h.. shell he tested. Pipelines laW n excevetbn o, bedded In -net. shall be tatted prior to backfdkfg or the placing of concrete, and any axwead piping shall be Issued pncr to MW painting. The Contractor shmfl furnish all gauges, testing pugs, opts, and all Other recessiry equipment aid I,ber to perform leakage and Plan- test in sections of An approved length. Each -Ned seclbn or a maximum of one thousand Mt (I.") ,f the pipe shall be tested. All water required for testing sMH M pMhe. All lasting shall be conducted In the Presence of the Engines,. For the pressure test. the Comracton shall develop and maintain 200 paces par square inch for two MUrs. Fallufe to hold 1st d,,ignaled pressure for the hero -hour pried .OWr s a failure of tin sedan tested. The leakage tell shag be Performed mncanMly On the Pressure lest. During Me test, the Contractor shell -sure the quantity of water required to maintain the feel pressure. Leakage shall rat exceed tin q-th, given by: L = SD (Square root of P) / 146,OD0 where: L Leakag, In galfonaltOw S = Length of p4.Mw tested D = Diameter o[pipe n lychee P = Average last pressure e, ply All tearing shall M conducted e, accordnu wdh AWWA C-600 bleat wheorn SheUb arty section of Nw pipe fail either the pleasure or leakage tests, the Contractor shall W e-ythi g,owssary to local. and repair or replace the defectNa pipe, finings, or joins al nc..W-to the Owner. D. DISINFECTION: Chlorination of the wated-in shall be Conducted only after the main Ms Men gushed and a Gear Stream is obtained as determined by five Engineer. The Contractor shall furnish all laber, equipment, maledala, and took necessary to disinfect the pipe aid appunenanon in accordance with the AW WA Standard for Dknlectext Walermains, C-651, wily the e.Cept,on of the abbl method. The method of disinfection $hall be by the wntlnuou, food method unless dMrwiss appm,d by the Engineer. After nlling, Aushlrhg, and the addition of chlorine solution. Me free chlorine ConcenMlbn within the pipe shall M at least 25 mgA. The chbdnat,d water shall remain in the maid for a period of al bast 241oun At the end of this period, the heated water in all podl,ns of the main shall not rev, a maklual of less than 10 mg/1 of free chlorine. All disinfection shall be performed under Me supsrvkbn of Me Engineer. The disinfection process shall be deemed awept,N, only .nor (2) samples of water from tle Ruined disinfected main taken by the Engineer aid tested at an approved laboratory, slew w evidence of bedeMbgiwl contamination. Disinfection shall conform to Iha latest AW WA C-651 revision . All water used in during flushing and tasting of the new main ,at be dechbrinated prior to eM,nng any water of the Slate. The pipeline and appurtenances shall be maintained In an uncontaminated Condition until final acceptance. Disinfection shall M repeated when and where required at no expense to the Owner unfit final accepance by the Owner. E. FROST PROTECTION OF SHALLOW WATERLINES Watedines with Was than sI, feel IS) of over over IN down, a whore indicated on Me plans, ahatl be pmteded against freezing by installation of bur inch (4") Mick Stymsoam SM insulating sheets wgh a total width of four feet (4) of Mice the pipe diameter, whichever is greater. The sheets shad be Placed six inches IS") above Iha crown of the main after compaction dtM six inch (6) IIft hnmedletely above the crown. Cara shall be exercised by the Contractor tllWng backfill and Compaction over the styrofoam sheets to prevent damage to the sheets. Styrofoam SM sheets shah meet Me Compressive strength requirements of AS That D1621-73 and shall be as manufadaed by Dow Chemical Company, Midland, Michigan, or equNabm. In no can shell the waterlines have foss than bid Met (W) of rover over the lop of Me pip. Ste knvary rods affixed to the key of the curbstop shall be stainless steel and atoll be Mimy inches (3(-) in length for three -fourths and one inch (314" aM 1") curbstop, and twenty -foe inches (24") for larger curbstop. The cover of the box shell baby "Mueller' with the countersunk brass plug type. The word "WATER" shall be nacdbed on the cover of the be,. Both the cover and the upper section of Me be, shall be able to be bcated with an aqua -type meal bcafor. F. HOUSE SERVICES CONSTRUCTION METHODS The Contractor shall make all necessary laps Into the water -in and will install for each sot a uM an approved brass 0 poration slop. The contrador Shan also connect the type "K" copper servic, pipe to the flanged form. which shall be connected to the brass type curbstop with inlet and outlet for the appopale type "M copper service pip. Such curbstop shall be located not less than sl, feel (6) below the grouts Surface and shall be accessible I - the surface through an approved valve bm, P:\2009\09027\dwg\09027-03.dwg, 11/9/2009 1OM: 18 AM, 1:2.21212 POWERSEAL MODEL340MJ STAINLESS STEEL TAPPING SLEEVE SPLIT END GASKET _ E / GASKET TAPPING SLEEVE NOTES: TAPPING SLEEVES SHALL SE OL THE SPLIT SLEEVE DESIGN CONSTRUCTED WITH TWO SOLID HALFSLEEVES BOLTED TOM THEIR, SLEEVES SHALL BE CONSTRUCTED OF ST/NLESS STEEL, SHALL HAVE A WORKING PRESSURE OF AT LEAST ISe PSI, AND SHALL HAVE MECHANICAL JOINT ENDS AND SIDE GASKET SEALS AS APPROVED BY THE SBWD SUPERINTENDENT, ALL TAPPING SLEEVES SHALL BE PROVIDED LATH A 3N- NOT TEST PLUG, OR OTHER PROVISIONS MUST BE MADE FOR AIR TESTING THE VALVE AND SLEEVE AT MAXIMUM WORKING PRESSURE, PRIOR TO TAPPING. ALL BOLTS AND NUTS FOR MECHANICAL JOINTS OF TAPPING SLEEVES SHALL BE OF HI-TRENGTR CAST IRON OR HIGH-STRE NGTH, LOV- LOY STEEL CONFORMING TO ANSI/AWWAC111IA21.I- ALL BOLTS AND NUTS FOR PLANGED JONTS OF TAPPING SLEEVES Si-L BE OF HIGH -STRENGTH, LCVVC ON STEEL CONFORMING TO ANSI/AWWA C11NA21. 1087. APPENDIX A. ALL BOLTS AND NUTS SHALL BE S W . CLEAN, AND COATED VATH A RUST RESISTANT-RICANT; THEIR SURFACES SHALL BE FREE OF OBJECTIONABLE PROTRUSIONS THAT WOULD INTERFERE WITH THEIR FIT IN THE MADE LP MECHANICAL OR FLANGED JOINT. ALL BOLTS AND NUTS USED WITH ALL PIPE SLEEVES SMALL. UPON FINAL TIGHTENING AND TESTING. BE BRUSH COATED HEAVILY WITH BITUAASTIC COLDAPPLIED MATERIAL TO THOR-Y COVER ALL EXPOSED SURFACES OF THE BOLTS AND NUTS. TAPPING SLEEVE ON EXISTING MAIN (SEE ABOVE) V a , a a r° �o PROVIDE TI.IUST - - BLOM (SEE OETAS) TAPPING VALVE NOTES: RESILIEMSEALED DATE VALVES FOR WATER AND SEVMGE SYSTEMS, EXCEPT AS MODIFIED HEREIN. VALVES SHALL OPEN COUhITEROLOCKVASE AND SKULL HAVE A MINIMUM WORKING PRESSURE OF 1. PSI. WLET FLANGES SKULL BE CL &$3 In CONFORMING TO ANSI SPECIFICATION B19.1 OR ANSV AW WA O11aA21.lo, IWD OUTLET CONNECTIONS SHALL SE STANDARDIZED MECHLNICAL JOINTS. 2. BURIED TAPPING VALVES SHALL BE PROVIDED WITH A T SOIARE WRENCH NUT AND $ WILL BE INSTALLED WITH A CAST IRON VALVE BOX AS REQUIRED TO ALLOW POSITIVE ACCESS TO THE VALVE OPERATING NUT AT ALL TMES. IN INSTALLATIONS WHERE THE DEPTH IN DM GRADE TO TOP OF VALVE IS GREATER THEN w6, A VALVE STEM RISER SWILL BE PROVIDED AND INSTALL- SUCH TUT THE DEPTR FROM VALVE STEM RISER NUT TO GRADE IS FROA 4 P TO S 6 (MINMLM LEN ITN OF VALVE STEM RISER IS 2-T ). VALVE STEM RISER SHALL BE OL WON STRENGTH STAINLESS STEEL AND OF WELDED CONSTRUCTION. 3. SEE WRITTEN CWO SPECIFICATIONS FOR FURTHER REQUIREMENTS FOR TAPPING VALVES a SLEEVES. J50, PSI SSW PSI coNGRETE CONCRETE • � F ENDAREA . END AREA BEARING BEARING AGAINST AGAINST UNDISTURBED UNDISTURBED OSOIL sL TYPICAL BHIVDS 77PICALTfiBS-DHADIDVA4CAP3 NOTE: PLACE 4 mX POLYETHYLENE BETWEEN FITTING AND THRUST BLOCK THRUST BLUCK ENDAREA h-1414MMM® =©©a ®©oo �aa® BASED ON 1w PSI WORKING PRESSURE PLUS red PSI SURGE ALLOWANCE AND BEARING CAPACITY OF 2000 LBS/SOFT THRUST BLOCK DETAIL NTS NEW SEWER PIPE (CENTER ONE LENGTH NaN. OVER WATERLINE) Is• i NEW WATERLINE OR SERVICE 1 BASIN AINTAN OR MINIMUMS' UNDER SEWER MANHOLE SEPARATOR CENTER ONE LENGTH OF PIPE FROM ALL S TRUCNRES OVER SEWER NEW WATERLINE CR SERVICE NOTE: IF 16 OF VERTICAL SEPARATION CAN NOT BE • le• MIN. MAINTAINED. THE SEWER UNE S114LL BE CONSTRUCTED TO WLITERUNE STANDARDS. NEW SEWER PIPE A MINIMUM OF 20 FEET BEYOND EACH SIDE OL Zo ----(1) V FEET BEYOND EACH SIDE OF THE CROSSING, (CENTER ONE LENGTH UNDER UNDER WATERLINE) SEWER /WATER SEPARATION DETAIL FOR CROSSINGS N.T.S. 11 FINISH G�•RADE IB UNDISTURBED SOIL BACKFILLWITRAPPRWED EXCAVATED MATERAL THOROUGHLY COMPACTED IN 6 LIFTS THE SIDES CA TRENCHES b b IF COVER IS LESS THAN B PLACE 4 FT, OR MORE IN DEPTH a� PIECES OF 2' THICK INSULATION BOARD, ENTERED BY PERSONNEL 3 SUITABLE FOR BURIAL, OVER THE PIPE SHALL BE SHEETEDOR - - - - - -----_ WITH STAGGERED JOINTS. IN NO CASE SLOPED TO THE ANGLE OF REPOSE 12•It a SHALL THE PIPE HAVE LESS THAN 4' OF COVER. ALL WA TER SERVICE UNES UNDER PAVEMENT SHALL BE INSULATED APPROVED ROCK FREE REGARDLESS OF DEPTHBACKFIL. THOROUGHLY 6•aM IS OUTSIDE COMPACTED S COSTo1vED -O DI DIAMETER OF PIPE) MO STONES LARGER LARGER THAN I -DIAMETER) a" _- THE CONTRACTOR SHALL AT ALL TIMES APPROVEDGRAVEL OR SANG KEEP THE TRENCHES ENTIRELY FREE OF WATER UNTIL ALL WORK IS FINISHED AND FOR COPPER OR D.1. PIPE READY FOR BACKHLLING UNDISTURBED SOIL 0 2FEET NOTE. AND LARGER E IRON WATER PIPE S SHALL HAVE NO LESS THAN THREE (3) BRASS WEDGES SHALL HAVE N THREE INSTALLED AT EACH JONf. TYPICAL WATER TRENCH DETAIL NTs STANDARD EPSC PLAN REQUIREMENTS TH135ECTION CONTAINS THE MINIMUM REQUIRED ELEMENTS ROSION PREVENTION AND SEDIMENT CONTROL PLAN.THESE ELEMENTS ARE IN ADDITION TO THE SITE SPECIFIC EROSION PI N AND SEDIMENT CONTROL PRACTICES SNONTI ON TIE PLANS EROSION PREVENTION 1. THROUGHOUT CONSTRUCTW. TIE AREA OF SOIL DISTURBANCE SHALL BE LIMITED TO THOSE AREAS) THAT CAN W ACTIVELY WORKED AND MANAGED NTH THE FORCES AVAILABLE. AREAS THATARE NOTACTIVELY BEING WORKED SHALL BE TEMPORARILY STABILIZED. 2. THE MAXIMUM AREA OF SOIL DISTURBACE AT ANY ONE THE ON THE ENTIRE PROJECT PLACE SHALL BE LESS TiAN2 ACRES. 3, SEDIMENTBASINS, SEDDMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS.- OTHER MEASURES INTENDEDTOTMP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISMRBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 4, CONCENTIUTED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL S LOPE S UNLES S CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME. OR SLOPE DRAIN STRUCTURE. S. WHENEVER WATER SEEPS FROM SLOPE FACE, ADEWATE DRAINAGE OR OTHER PROTECTION SMALL BE PROVIDED. S. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, AOEIXMTE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH TIE CONVEYANCE CHANNEL AND THE RECEIVING CHANNEL, T. UNDERGROUND UDUTY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 UNEAR FEET O TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE O TRENCHES. S. ALLSEDMIENTREMOVEDFROASEDNENTCOMROLPRACTCESASAPARTOFMNNTEWINCESMW BEDSPOSEDOFINAN AREA THAT IS: A. LESS THAN 5%IN SLOPE. B. AT LEAST IDD FT. FROM ANY DOWNISLOM WATER BODY OR CONVEYANCE TO A WATER BODY ONC-CING STORM ORLON IME T OR DITCH). C. VEGETATED. PERMANENT STAIMUZATTON OF SEDMENT SHALL BE EMMEDIAMLY IMPLEMENTED FOLLOWING DISPOSAL. S. FOR ANY AREA TO BE STABILIZEDFOR WINTER BY VEGETATIVE COVER, SEEDING MUSTBE COMPLETED NOLATERTHMN SEPTEMBER 15. IG, ANY AREA TO BE STABILIZED FOR WINTER MATDOES NOT HAVE ESTABLSHED VEGETATION BY C-MER 15 MUST EE STABILIZED BY ANCHORED MULCH AT THE WINTER IMPLICATION ANTE OF A TONS PER ACRE. OR OTHER APPROVED STAM"ATION MEASURES (E.G.ROLLEDEROSIONCONMGL PRODUCT). DORMANT SEEDINGEG. WTININTERRYE)IS RECOMMENDED. 11. DISTURBED AREAS BORDERING AND DRAINING TO ROADS MUST HAVE AN APPROPRIATE SEDIMENT BARRIER SPANNING THE EDGE OF THE DISTURBANCE TO PREVENT WASHING O SEDIMENT ONTO ROADWAYS OR INTO ROAD DITCHES 12. NAY MULCH SIIALL BE APPLIED AT A MINIMUM RATE aF 2 TONS PER ACRE. HAY MULCH APPLICATION DURX,I WINTER CONSTRUCTION SHALL BE AT A RATE OF A TONS PER ACRE. WHERE SUBJECT TO BLOWING. MULCH SHALL SECURED. PLACE BY TRACKING WITH EQUIPMENT (WITH TRACK RUNNING PARALLEL TO SLOPE). A TACKIFlER, NETTING, OR REPLACED WITH PROPERLY ANCHORED EROSION MATTING. 13. PLACEMENT OF SEED AND MULCH SHALL OCCUR WITHIN R HOURS OF PLACEMENT OF TOFSUL AND COMPLETION OFFI AL GRADNO (NOT WITHSTANDING STABILIZATION REQUIREMENTS ELSEWHERE IN THIS PUN). 14. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SFLE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED. STABILIZATION 15, ALL AREAS OF DISMRBANCE MUST HAVE TEMPORARY OR PERMANENT STABILBATCH WITHIN 14 DAYS. AFTER THIS TIME, ANY DISTURBANCE IN THE AREA MUST BE STABILIZED AT THE END OF EACH WORK DAY. THE FOLLOWING EXCEPTIONS APPLY: A. STABILISATION IS NOT REQUIRED IF WORK 18 TO CONTINUE IN THE AREA WITHIN THE NEXT 24 HOURS AND THEM IS NO PRECIPITATION FORECAST FOR THE NEXT 24 HOURS. B. STABILIZATION IS NOT REWIRED IF THE WORK 15 OCCURRING IN A SELF-CONTAINED EXCAVATION O.E. NO OUTLET NM DEPTH OF 2 FEET OR GREATER (E.G. HOUSE FOUNDATON EXCAVATON, UTILITY TRENCHES). IS. MAINTENANCE MUST BE PERFORMEDAS NECESSARY TO ENSURE CONTINUED STABILIZATION. EXCEPT AS NOTED BELOW, ALL SITES SHALL BE SEEDED AND STABILIZED WITH EROSION CONTROL MATERIALS, SUCH AS MULCH OR ROLLED EROSION CONTROL PRODUCTS, INCLUNNO AREAS WHERE CONSTRUCTION HAS BEEN SUSPENDED OR SECTIONS COMPLETED. A. ON TIE CUT SIDE OF ROADS, DITCHES SHALL BE STABILIZED IMMEDIATELY WITH ROCK RIP- OR OTHER NONEROMILE LINERS (E.G. RECP), OR WHERE APPROPRIATE, VEGETATIVE MEASURES SUCH AS SOD. B. FORACTIVE CONSTRUCTION AREAS SUCH AS BORROWOR STOCKPILE AREAS, ROADWAY IMPROVEMENTS AND AREAS WITHIN W FT. OF A BUILDING CONSTRUCTION, A DOWHSLOPE PERIMETER SEDMENT CONTROL SYSTEM C W SISTING. FOR EXAMPLE, OF SILT FENCING, SHALL BE INSTALLED AND MAINTAINED TO CONTAIN SOIL. EXPOSED DISTURBED AREAS ADJACENT TO A CONVEYANCE THAT P-Ml RAPID OFFSITE DISCHARGE OF SEDIMENT, SUCH AS A CUT SLOPE AT AN ENTRANCE, SHALL BE COVERED WITH PLASTC OR GEOTEXTILE TO PREVENT SUL LOSS UNTIL IT CAN BE STABILIZED. STABILIZED CONSTRUCTION ENTRANCES WILL BE MAINTAINED TO CONTROLVEMCLE TRACKING MATERIAL OFF SITE. C. TEMPORARYSEONENTM-PINGDEVICESSINLL NOT BE REMOVEDUNTIL PERMANENT STABILIZATION IS ESTABUSHEDIN ALL CONTRIBUTING DRAINAGE AREAS. SIMILARLY, STABILIZATION SHALL BE ESTABLISHED PRIOR TO CONVERT.G S EDIMENT TRAPSMASINS INTO PERMANENT(POST-CONSIMUCTON) STORMWATER MANAGEMENT PRACTICES. O. STABILIZATION MEASURESHALL BE APPUED TO EARTHEN STRUCTURES SUCH AS DAIS, DIKES, AND DIYERSIQ6 ISMMEDATELY AFTER INSTALLATION. E. ALL SLOPES STEEPER MAN 3:I(H:V).ON 33.3%, AS WELL AS PERIMETER DINES, SEDIMENT BASINS OR TRAPS, AIM EMBANKMENTS SHALL, UPON COMPLETION, BE IMMEDIATELY STABILIZED WITH SOD, EROSION MATTING, SEED AMID ANCHORED STRAW MULCH, OR OTHER APPROVED STABILIZATION MEASURES, AREAS OUTSIDE OL THE PERIMETER SEDIMENT CONTRA SYSTEM SHALL NOT BE DISTURBED, MULCHING AND MATTING REQUIREMENTS MULCH OW 1 APPLICATION RATE DEPTNOF MATERIAL STANDARDS PER ACRE APPLICATION NOTES WOOD CHIPS FREE OF OBECTCNAELE 10-]O TONS 2- USEDALMOTRAWS. RESISTANTTOWIND OR SHAVINGS OR COARSE MATERIAL BLONNG. DECOAVOSES SLOWLY, AY OR STRAW AIR DRIED. FREE OF 2TONS -Bp% USE TACKIFlER, NETTING. AND/OR UNDESIRABLE SEEDS HTONS IN WINTER) COVERAGE TRACKING WHERE SUBJECT TO BLOWING, AND COURSE MATERIAL NOT SUITABLE FOR SLOPES +3H:1V GRAVEL, STONE, WASHED. SIZE 32'-11? NOS CY 3' USE BELOW ROOFUNES WITHOUT GUTTERS, OR SUG FOR SHORT SLOPES OR AROUND PLANTS OSION DOABLE NET STRAW - Co-f00% TO BE USED ON SLOPES? SHINY, WSTALL PER COUED NTROL CONTROL PRODUCT PRODUCT BLANKET - NORTH MANUFACMRERS RECOMMENDATIONS AND (EROSION MATTING) AM E RICANGREENS150 DETAILS ON OTHER SHEETS OR EQUAL. 1. SURFACE RWG7 LNG SHALL BE USED nl REDUCE RUNOFF VELOCITY. THEREBY REDUCING THE POTENTIAL 0A9 s� CW�E 04 AS�ACTI�TES;M BE aURFACE RouGH�NAN. SARI' BE -I: �p N h7 SUSPEiDED µD TEI/PI]RARY - PRIOR T OF SEED AND OLCH 04 ALL FINAL SLOPES 31t1V OR STEEPER 2. SURFACE ROtJ NIg WY BE ACCO14PUSHED BY TRACKING 1NT7 EOK TENT. OR Gt00VINO �ARTR DISKS, 70.1ER5, SPPoNO HARROWS, OR 1HE IEEIH OF A FRON�END LOADER BUCNEL �WRHtE�RE DRODy1N0 6 LASED. THEY SHOULD DE LESS THAN 3 INCHES DEEP AND NO WORE THAN 1a INCHES Fw THE SLOPE � ppIKT;Np� g % �*ATS BE DONE SUCH THAT THE HORIZONTAL OROOYES RUN ACR06S AND ACT RUNOIT. 4• AMEN USRM ERO,4ON MATIW4 AVT)ID E--YE A)RFACE ROUGiEMNO. MATRNO OUST BE INSTALLED IN )NT& E G)NTADT WITH THE SOIL SURFACE TO BE EFFECTryE. S�NEVER B MADE SCRAPE THE FINAL SOIL SURFACE THIS ILL RESULT IN A WOOTH SURFACE, SLOPE GRADING NTS P:\2009\09027\dwg\09027-04.dwg, 11/9/2009 10:00:51 AM, 1:2,21212 INSPECTION 8 M NG 17. THE CONTRA SIGN AS CUPERMITTEE ON THE CONSTRUCTION GENERAL PERMITAT THE THE THE CONTRACTIS. D. THE CONTRACTOR WILL BE THE ONSITE PUN COORRDINATOR. 18, THE OMFSIM COORDINATOR SHALL INSPECT, AND DOCUMENT IN WRITING, THE STATUS OF CONSTRUCTON ON THE PROJECT SITE AND EROSION AND SEDIMENT CONTROL STRUCTURES AND MEASURES IN PLACE AT LEAST ONCE EVERY SEVEN (T) CALENDAR DAYS, PRIOR TO PREDICTED PRECIPITATION, AND AS SOON AS POSSIBLE, BUT NO LATER THAN N HOURS AFTER ANY STORM EVENT NMICH GENERATES A DISCHARGE OF STORMWATER FROM THE CONSTRUCTION SITE. 19, DURING THE WINTER CONSTRUCTION PERIOD (MT.15-APRIL 15) DAILY INPSECPCNS SHALL BE PERFORMED AND DOCLMENTED. 20. INS PECTION ME WENCY MAY BE REDUCED TO NOT LESS THAN ONE PER MONTH IF THE ENTIRE SITE IS TEMPORARILY STABILIZED AND ALL CONSTRUCTION ACTMTY HAS BEEN SUSPENDED. INPPECTIONS SHALLRESUME PRIOR TO RESUMING CONSTRUCTION ACTIVITY IN ACCORDANCE WITH THE REQUIREMENTS LISTED ABOVE. 21. IN ADVANCE OF A PREDICTED RAINFALL OR SNOWIMELT EVENT, ALL MANAGEMENT PRACTICES APPROPRIATE TO CURRENT AREAS OF USMRBANCE MUST BE CHECKED AND REPNRED AS NECESSARY TO ENSURE PROPER OPERATING CONDITION. IF NECESSARY TO PREVENT SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE TO WATERS OF THE STATE, THIS WILL INCLUDE THE TEMPORARY STABIUZATON OF ALL DISTURBED SOUS ON THE SITE IN ADVANCE OF THE ANTICIPATED RUNOFF PERIOD. PERMIT NOTICE 22. A COPY CIF THE DISCHARGE PERMIT, THE AUTHORIZATION TO DISCHMGE, A BRIEF DESCRIPTION Of THE PROJECT, AND THE LOCATION WHERE THE EROSION PREVENTION AND SEDIMENT CONTROL PLAN IS AVAILABLE SHALL M POSTED AT A LOCATION ON THE PROJECT SITE THAT IS WSIBLE TO THE PUBLIC. SPECIAL VNNTER EPSC PLAN REQUIREMENTS IF CONSTRUCTION ACTIVITIES INVOLVING EARTH DISTURBANCE CONTINUE PAST OCTOBER 1S.OR BEGIN BEFORE APRIL 15, THEN THE FOLLOWING PROVISIONS SHALL BE IMPLEMENTED: 23. STABILIZED ACCESS PUNTS SMALL BE ENLARGED TO PROWOE FOR SHOW STOCKPILING WILE STILL MAINTAINING EFFECTIVE SEDIMENTCONTROL. PACKED SNOWARD ICE MAY NEED TO BE REMOVEDAND ADDITIONAL STONE PLACED TOMA.TNN TILE LOOSE STONE SURFACE AT STABILIZED CONSTRUCTION EXIS. 24. TIE L WITS aF DIS WRBANCE HAY NEED TO BE REPLACED W DRAIN IN TO REFLECT THE BOUNDARY OF' WINTER WORK. THE LINTS OF DISTURBANCE SMALL BE DRAWN IN TO EXCLUDE ALL AREAS TEMPORARILY STABILIZED FOR THE ANTE R. AND AREAS WHERE DISTURBANCE DURING THE WINTER IS NOT PLANNED. 25 BASE D UPON THE WINTER ACTNITE S PROPOSE D.TE CH -SITE PLAN COORDINATOR SHALL DEVELOP A SNOW MANAGEMENT PLAN THAT SHALL INCLUDE AT A MINIMUM A. ADECUATE SIZE FOR SNOW STORAGE AREAS B. SNOW STORAGE ARE AS LOCATED DOWN GRADIENT OF AREAS OF PLANNED DISTBANCE C. CONTROL OF SHONIMELT RUNOFF D. PROHIBITING STORAGE OF SNOW IN STORMWATER TREATMENT STRUCTURES, E. A MINIMUM 25 FOOT BUFFER BETWEEN PERIMETER CONTROLS (SUM AS SILT FENCE) TO ALLOW FOR SNOW CLEARING AND MAINTENANCE, M IN AREAS OF DISTURBANCE WITHIN IM FT OF A RE CEIVING WATER. SILT FENCE SHALL BE REINFORCED OR REPLACED WITH PERIMETER DIKES, SHALES, OR OTHER PRACTICES RESISTANT TO THE FORCES OF SNOW LOADS. 27. THE ONSITE PUN COORDINATOR INSPECTIONS SHAM INCLUDE MAINTENANCE OF DRAINAGE STRUCTURES TO INSURE THAT THEY ARE OPEN AND FREE OF SNOW AND ICE DAMS. 29. SILTFENLEANDOTHERPRACTICES REOVIRINGEARTHDISMFIBANCE SHALL BE INSTALLEDAHEADOFGROUND FREEZING. IF PRACTICES MUST BE INSTALLED OR MAINTAINED AFTER GROUND FREEZING, NO FROZEN MATERIAL SHALL BE USED IN THE CONSTRUCTION OF BERMS OR DIKES, OR INSTALUTON OF SILT FENCE. 29. WHERE MULCH IS US ED FOR TEMPORARY STABIUZATON. IT SHALL BE APPLIED TWICE THE STANDARD RATE, ORA MINIMUM OF 4 TONS O 9 PER ACRE. W. WHEN MULCH 18 USED FOR TEMPORARY STABILIZATION, AS NEEDED. IT SHALL BE ANUDRED TO PREVENT BLOWING AND REMOVAL BY WIND. ANCHORING MAY INCLUDE TRACKING WITH EQUIPMENT, APPLICATION OF A TACKIFlER, OR NETTING. 31. TO ENSURE COVER OF USMRBED SOIL IN ADVANCE OF A MELT EVENT, AREAS OF DISTURBED SOIL MUST BE STABILIZED AT THE END OF EACH DAY, WITH THE FOLLOWING EXCEPTIONS: A. O NOW WITHIN 24 HOURS IS FORECAST AND WORK WILL RESUME IN THE SAME OST1RBEp AREA WITHINN N 2A HOURS. HOURS, DIMLY . IS NOT NECESSARY. BDISTURBEDAREAS THAT COLLECT AND RETAIN RUNOFF, SUCH AS HOUSE FWNDATONS OR OPEN UTILITY TRENCHES' 32. SNOWANOOR ICE SHALL BE REMOVED TOA THICKNESS OF LESS THAN I'(ME INCH)PRIORTOTEMPORARY STABIUZATION. GTR RIOR TO PAVING, KEEP G.B. RIM HIGHER THAN DJACENT GROUND TO AP SEOMENTAND �1 Mlut�rvp(rvlyoCt E r ARDE INFILTRATION 1' MIN 1 r-�)`CiY`/�j _ ... L__ E-momrr= SEC77ONA-A -- NP CLEANCRUSHED STONE OR C STORM SEWER SMUCUWRE - WRAP MOTEXTILE FABRIC WIIRAFI 1MON OR E OVAL) AR WIND ORATE. INSPECT FABRIC AFTER EVERY STORM AND CLEAR OR REDUCE AS NECESSARY STONE FILTER - SEE SECTION VIEW FOR STONE REQUIREMENTS PLAN VIEW NO ES'. 1. INLET PROTECTION TOH BE PROVIDEDATALL LOWING EACH OR YARD INLETS. 2. THE STONE FILTER SHALL BE INSPECTED FOLLOWING EACH STORM. ACCUMULATED SEDIMENTS SHALL BE REMOVEDAND TEE STONE REDUCED IE NECESSARY. ]. THE LID OF THE STONE AROUND THE INLET NAV BE MODIFIED BY THE ENGINEER DEPENDING ON THE TO APPROVED DEQUAL DIRECTING RUNOFF O THE CATCH BASIN. 4. DANDYSAG EDIOACCOANCEWAL THE BNKIFACLILIEUOFCOMOVE STONE )FILTER (iO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTl1RER'3 RECOMMENDATIONS). CATCH BASIN INLET PROTECTION NTS - HIGH MIRAN 100X FILTER NOTES 1. USE ONLY MANTA- METHODS OF INSTALLATION AND CLEANING WTHN NETUND AN.DBUFFER ZONE 2. PRIOR TO BEGNISNO OF CONSTRUCTON OR EARTMOVING, THE CONTRACTOR SIWLL INSTALL A CWTNJOUS SILT FENCE AT THE LIMIT OF DISTURBANCE SHOMIN ON THE SITE RUN. 3, FROZEN MATERIAL SHALL NOT BE USED TO WY IN TIE BOTTOM O TIE SILT FENCE. IF NECESSARY, GANAAM BORROW SHALL BE USED BY THE CONTRACTOR TO KEY IN THE SILT FENCE RATHER THAN FROZEN NATIVE MATERIAL. 4. THE CONTACTOR SHALL INSTALL SILT FENCE AROUND THE PERIMETER OF TOPSOIL STOCKPILES AND AT OTHER LOCATIONS AS NEEDED TEMPORARY SILT FENCE Nu NOTES; 1, BEGBIAT THE TOP OF THE OMNNEL SY MOHCRING THE BUNT(ET IN A W DEEP - WIDE MENCH WITHAPPROXAMMLY IYOF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF TALE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPIESI STAKES APPROXIMATELY 12-APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. FOLD REMAINING 12- PORTION OF BUNKET BACK OVER COMPACTED SUL. SECURE BLANKET OVER COMPACTED SOL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 1T APART ACROSS THE WIDTH OF THE BLANKET. 2. ROLL BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE 510E AGAINST THE SUL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOL SURFACE BY PUCING STAPLE WSTAKES IN APPROPRIATE LOCATIONS AS SHOWN ABOVE IN THE STAPLE PATTERN GUIDE. 3. PUCE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A PS OVERLAP. USE A DOUBLE RUN OF STAPLES STAGGERED K' APART AND C ON CE HTER TO SECURE BLANKETS. 4. FULL LENGTH EWE OF BLANKETS ALONG SIDE SLOPE S MUST BE ANCHORED WITH A ROW OF STAPLESISTAKES APPROXIMP.TELY 12- APART IN A W DEEP X W WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 5. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH ARM OF STAPLESISTAKES APPROXIMATELY IT MARTINA 8- DEEP X 8' LADE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPUNO. SIX MIN PUBLIC EROSION MATTING FOR CHANNELS B• M. RIGHT-OF-WAY 4 1 N,l PROFILH 4to N OR SIIBORADE DNA. STONE ffil IS ? i. 0 �BOD D� & 9tpr! NOTH OF ROADWAY SO' YIN - RIGHT,, -OF -WAY PLAN NO ES /. THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY THIS MAY REWIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAPSEDIMENT SEDIMENT TRACKED, SPILLED, OSEDIMENTWASHED ONTO PUBLIC MCHTS-OF-WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. 2. THE USE OF CALCIUM CHLORIDE OR WATER MAY BE NECCESSARY TO CONTROL DUST DURING CONSTRUCTION, 1 PROVIDE APPROPRIATE TRANSITION BETWEEN STAMUZED CONSTRUCTION EXIT AND PUBLIC RIGHT-OF-WAY. STABILIZED CONSTRUCTION EXIT NTS URBAN MIX (IRA EED 1[ BY �EIGtT lBi LryE SEED TYPE OF SEED 31A 48 CREEPING RED FESCUE 3T.25 37.6 KENTUCKY BLUEGRASS 31.25 na HARDY. PERENIAAL MCI 120 / UK SEED PER ACRE U*M � NG BE USED ALOTHE NEW ` STREETS EROSION MATTING WILL BE USED ON SLOPES STEEPER TAN 3H:1V OR AS SHOWIM ON TIE PLANS 2. PREPARESOLBEFOREINSTALLNGMATTING,INCLUOWAWNECESSARYAPPUGnM F ,MRTLIZER.ANDSEEO.SOL SURFACE SHALL BE GRADED SMOOTH WITHOUT ROOTS, STONES OR OTHER N PROMSICNS TTNM PREVENTTHE MATTING E TTI FROM BEING APPLIED IN FULL CONTACT WITH THE SUL SURFACE. 3. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE MATTING IN A W DEEP X T WIDE TRENCH WITH APPROXIMATELY 1T OF MATTING EXTENDED BEYOND TIE UP -SLOPE PORTION CA THE TRENCH. ANCHOR THE MATING NTHA ROW CF SUP IES/STAKES APPROXIMATELY 12' APMT IN THE BOTTOM M THE TRENCH. BACKFILL AND COMPACT THE TRENCH LIFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING lY PORTION OF MATTING BUCK OVER SEEDAND COMPACTED SOIL. SECURE MATTING OVERCOMPACTED SOIL MTH A ROW OF STAPLES/STAKES SPAMDAPPROXIMATELY' 1T PART ACROSS THE WIDTH OF THE MATTING. 4. ROLTHEMATTNO(A.)DOVJNOR(B.)HORIZONTALLYACROSSTHESLOPE.INSMETNATTIIEMPROPRMTE SIDEOFTE MATTING IS AGAINST THE SUL SURFACE. ALL MATTING MUST BE SECURELY FASTENED TO SUL SURFACE BY PLACING STAPLESISTAKES IN APPROPRIATE LOCATION S AS SIIOWIH IN THE MANUFACTURERS STILE PATTERN GUIDE FOR TIE PARTICULAR PRODUCT AND APPLICATION.IN LOOSE SUL CONDITIONS. THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN F MAY BE NECESSARY TO PROPERLY SECURE THE MATTING. 5. THE EWES OF PARALLEL MATTING MUST BE STAPLED WITH APPROXIMATELY F OVERLAP DEPENDING W MATTING TYPE. B. CONSEWTVE MATTNGSPUCEDDO✓YNTHE SLOPE MUSTBEPIACEDENDOVEREND(SHINGLE STYLE-MTHTHE UPPER MATING PLACED OVER THE TOP OF THE LOWER MATING) WITH M APPR..-M lY OVERLAP. STILE THROUGH OVERLAPPED AREA, APPROXAMMLY Ir MART ACROSS ENTIRE MATTING WIDTH, EROSION MATTING FOR SLOPES TURF ESTABLISHMENT SPECIFICATIONS ALL USTURBED AREAS THAT DO NOT HAVE AN IMPERVIOUS SURFACE (PAVEMENT, SIDEWALKS, ROOFS) OR ARE NOT LANDSCAPED WITHBARKMI/LCH.SHALL BE STABILIZED NEW GRASS COVER. ALL SEEDING AND MULCHING FOR ESTABLISHIWNEWGRASSCOVER SHALL BE COMPLETE PRIM TO SEPMMBER 15. PLACEMENT OF TOPSOIL, AND THE APPLICATION OF SEED, FERTILIZER, LIME WHERE APPLICABLE), AND MULCH SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1. AMl IMUM OF M' OF APPROVED TOPSOIL SHALL BE PLACED IN ALL AREAS. PLACEMENT OF TOPSOIL SHALL NOT BE DONE WHEN THE GROUND OR TOPSOIL IS FROZEN, EXCESSIVELY NET, OR OTHERWISE IN A CORDIT W DEMNENTALTO THE WORK. FOLLOWING PLACEMENT OF TOPSOIL, THE SURFACE SHALL BE RAKED. ALL STONES, LUMPS, ROOTS, OR OTHER OBJECTIONAL MATERIAL SHALL BE REMOVED. 2. URBAN SEED MIXTURE SHALL BE SPREAD UNIFORMLY IN ALL AREAS AT THE SPECIFIED RATE. 3. FERTILIZER SHALL BE APPLIED ONLY AFTER PERFORMING A SCIL TEST AND BE APPLIED BASED UPON SUL OEFICIENOES.LIME SHALL ONLY BE APPLIED AS NEEDED BASED UPON A SOIL PH TEST. M. MULCHING SHALL FOLLOW THE SEEDING OPERATION BY NOT MORE THAN 24 HOURS. MULCH SMALL BE SPREAD UNIFORMLY OVER THE AREA ATA MINIMUM RATE OF 2 TONS PER ACRE. SITE CONDITIONS MAY WARRANT THE APPLICAT W OF A TACKFIER TO HOLD THE MULCH IN PLACE. IF NECESSARY TO RETAIN THE MULCH, ME CONTRACTOR SMALL APPLY AN APPROVED TACKIFlER WITHOUT AWITONAL COST TO THE OWNER. 5. ALL SLOPES STEEPER THAN 3H:IV SHALL HAVE EROSION MATTING APPLIED OVER THE SEED. ALL DITCH CENTERLINE GRADES GREATER THAN 5% OR AS SHOWN W THE PLANS SHALL HAVE EROSION MATTING APPLIED OVER THE SEED. EROSION MATTING STALL C WSIST OF EROSION CONTROL BLANKET NTH IW%AGRICULTURAL STRAW MATRIX STITCH BOLRIDED NTH DEGRADABLE THREAD BETWEEN TWO PHOTOOEGRADABLE PMYPROPYLEHE HERRINGS. NORTH AMERICAN S1500R EQUAL. B. THE CONTRACTOR SMALLSE RESPONSIBLE FORAFULLGROWTH OF GRASS INALLDISMRBEDAREAS TORE RE -VEGETATED. VEGETATION GROWTH SHALL BE PERMANENT AND SUFFICIENT TO PREVENT EROSION OF THE UNDERLYING SOIL UNDER ALL CONDITONS OF PRECIPITATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND CARING FOR SEEDED. MOCHEO, AND AREAS OF ESTABLISHED VEGETATION UNTIL FINAL ACCEPTANCE OF THE WORK BY THE WIRER. LANDSCAPE SPECIFICATIONS TREE, SHRUB, PERENNIAL AND VINE PLANTINGS I. ALL PLANT MATERIALS SHALL CONFORM TO THE INTERNATIONAL SOCIETY OF ARBORICULTURE PRINCIPALS AND PRACTICES OF PLANING TREES AND SHRUBS, AND THE MOST RECENT VERSION OF THE AMERICAN STANDARD FOR NURSERY STOCK - ANSI Z80.1. 2. ALL PLANT MATERIALS SHALL BE INSTALLED BETWEEN APRIL 16TH AND JUNE 301H. NO PLANTING SHALL BE DONE WHEN THERE IS SNOW COVER, FROZEN GROUND OR UNSATISFACTORY WEATHER CONDITIONS. SOME PLANTINGS CAN OCCUR BETWEEN AUGUST ISTH AND SEPTEMBER 3DTH WITH APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. IF SPECIAL CONDITIONS EXIST THAT WARRANT A VARIANCE FROM THESE PLANTING TIMES, A WRITTEN REQUEST SHALL BE SUBMITTED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE GUARANTEE PERIOD. 3. ALL TREES, SHRUBS, PERENNIALS AND VINES SHALL BE PLANTED FOLLOWING COMPLETION OF THE SITE WORK AND PAVING. 4. CONTRACTOR SHALL STAKE ALL PLANT LOCATIONS AND THE LANDSCAPE ARCHITECT SHALL APPROVE PRIOR TO INSTALLATION. 5. CONTRACTOR SHALL NOT BLOCK VEHICLE SIGHT DISTANCES DURING CONSTRUCTION. 8. ALL PLANTS SHALL RAVE A PREUMINARY INSPECTION BY THE LANDSCAPE ARCHITECT AT THE TIME OF DELIVERY. PLANTS THAT HAVE DAMAGED OR CROOKED LEADERS, BARK ABRASIONS, SUN SCALD, INSECT DAMAGE, DIBFIGURING KNOTS, OR CUTS OF LIMBS GREATER THAN W4' WILL BE REJECTED. PLANTS WITH EXCESSIVE SOIL ON TOP OF THE ROOT FLARE AND/ OR MINIMAL ROOT BALL WILL BE REJECTED. T. TREES SIWT HAVE A MINIMUM 90% LIVE CROWN RATIO. & ALL PLANTS THAT ARE TEMPORARILY STORED ON SITE UNTIL READY FOR INSTALLATION SHALL BE PROTECTED FROM THE SUN AND DRYING WINDS. ALL PLANT ROOT BALLS SHALL BE KEPT SHADED AND PROTECTED WITH SOIL. SHREDDED HARDWOOD MULCH OR OTHER ACCEPTABLE MATERIAL, AND REGULARLYWATERED. 9. PRIOR TO INSTALLATION OF LANDSCAPE PLANTINGS, CONTRACTOR SHALL DETERMINE WHERE EXISTING UNDERGROUND UTILITIES ARE LOCATED TO AVOID INTERFERENCE. 10. STREET TREES TO ARRIVE FROM NURSERY WTH A MINIMUM 8 FEET / 2 METERS BETWEEN THE FINISH GRADE AND THE FIRST TREE BRANCH. 11. DO NOT PRUNE TREES OR SHRUBS EXCEPT FOR DEAD OR CRUSHED ROOTS AND DEAD OR INJURED BRANCHES. 12. EACH TREE, SHRUB, PERENNIAL AND VINE MUST BE PLANTED SUCH THAT THE ROOT FLARE AND AWN ORDER ROOTS ARE VISIBLE AT THE TOP OF THE ROOT BALL. WHERE THE MAIN ORDER ROOTS ARE NOT VISIBLE, EXCESS SOIL SHALL BE REMOVED TO LOCATE THEM. PLANT TREES, SHRUBS, PERENNIALS AND VINES SO THAT THE MAIN ORDER ROOTS ARE AT FINISHED GRADE. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL OR MULCH. 13. EXAMINE ENTIRE TREE, SHRUB PERENNIAL AND VINE AND REMOVE ALL NURSERY TAGS, TREE WRAP, ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. 14. FORA.L TREESANDSHRUBS: CUT AND REMOVE WARE MESH BASKET. CUT AND REMOVE ROPE AND BURLAP WRAP FROM TOP YJ OF ROOTBALL AFTER PLACEMENT IN PLANTING PIT. LOOSEN REMAINING BURLAP TO ALLOW FOR ROOT DEVELOPMENT. IF THE TREE OR SHRUB HAS SYNTHETIC OR TREATED BURLAP, REMOVE IT ENTIRELY AFTER PLACING ROOT BALL IN PLANTING PIT. 15. BREAK APART EDGE OF EXCAVATION WITH SHOVEL AND BLEND LANDSCAPE RANTING MIX WITH EXISTING SOIL TO PROVIDE SOIL TRANSITION. 10. TREE PIT AREA SHALL HAVE A MINIMUM 38' DEPTH OF LANDSCAPE RPLANTING MIX. SHRUB PLANTING PITSHALL HAVE A 24' MINIMUM DEPTH. PERENNIAL AND VINE PLANTING PITS SHALL HAVE AN 18' MINIMUM LANDSCAPE PLANTING MIX DEPTH. ALL PLANTING PIT AREAS SHALL HAVE THE LANDSCAPE RANTING MIX SPECIFIED BELOW. 1T. LANDSCAPE PLANTING MIX SHALL CONSIST OF THE FOLLOWING RATIO: 213 PARTS TOPSOIL,113 PART COMPOST. LANDSCAPE RANTING MIX TO BE TESTED AND APPROVED FOR QUALITY BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. LANDSCAPE RANTING MIX SHALL BE INSTALLED IN ALL PIAATTING PT AREAS PRIOR TO RANT INSTALLATION. 18. STAKING SHALL BE REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONS AS DETERMINED BY THE LANDSCAPE ARCHITECT STAKES SHALL BE REMOVED BY THE CONTRACTOR AT THE END OF THE WARRANTY PERIOD. 19. AFTER RANTS HAVE BEEN INSTATED, FE"LIZER AND MYCORRHVAL FUNGI SHALL BE APPLIED. MYCORRHIZAL FUNGI SHALL BE APPLIED ACCORDING TO MANUFACTURERS SPECIFICATIONS. FERTILIZER SMALL BE A SLOW RELEASE VARIETY, CULTIVATED INTO THE TOP 21NCHES OF THE RANTING PIT BED WITHIN 5 DAYS AFTER PLANTING. FERTILIZER SHALL BE APPLIED AT THE FOLLOWING RATES: TREES: 32 ODINCH OF CALIPER, SHRUBS AND EVERGREENS: 4 QVFOOT OF HEIGHT OR SPREAD. ALL FERTILIZER AND MYCORRHIZAL FILING NSHALL MEET VTRANS SPECIFICATIONS 9755 AND BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.. 20. ONCE ALL LANDSCAPE PLANTINGS HAVE BEEN INSTALLED, RACE A LIGHT LAYER OF SHREDDED HARDWOOD MULCH A MAXIMUM OF Z' THICK ON PLANTING BEDS. NO DYED MULCH WILL BE ACCEPTED. 21. WATER ALL TREES, SHRUBS, PERENNIALS AND VINES THOROUGHLY ONCE PLANTED TO PULL SOIL AGAINST ROOT BALL AND SETTLE AR POCKETS. ADDITIONAL SOIL MAY BE NEEDED; WATER AGAIN TO ENSURE COMPETE COMPACTION. RE -SET SETTLED RANTS TO PROPER GRATE AND POSITION, RESTORE ADJACENT MATERIAL AND REMOVE DEAD MATERIAL THERE SHALL BE NO BERM INSTATED AR W NO RANTS. 22. THE MINIMUM WATERING INTERVAL DURING THE WARRANTY PERIOD SMALL BE TWICE WEEKLY. TREES SHALL RECEIVE A MINIMUM OF 10 GALLONS AT EACH WATERING, SHRUBS A MINIMUM OF 5 GALLONS, AND PERENNIALS AND VINES A MINIMUM OF 3 GALLONS. 23. CORRECT WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND WEATHER PERMITS. 24. ALL LANDSCAPE PLANTS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING, CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE PLANTINGS ANTI SHALL INCLUDE PRUNING, CULTIVATING, WEEDING, WATERING, AND APPLICATION OF APPROPRIATE INSECTICIDES AND FUNGICIDES NECESSARY TO MAINTAIN RANTS FREE OF INSECTS AND DISEASE UNTIL FINAL ACCEPTANCE. PLUMB TREE TRUNK PLACE ROOT BALL ON TAMPED LANDSCAPE BACKRLL MIX T'e UNDISTURBED SOIL 2' THICK SHREDDED HARDWOOD MULCH A MINIMUM OF 3' FROM TREE TRUNK LANDSCAPE PLANTING MIX UNDISTURBED SOIL RAQ001301 IMES THE BALL DIAMETER AS SHOWN ON THE PLANS URBAN STREET TREE DETAIL .."✓� 2'THICK SHREDDED HARDWOOD MULCH A MI NIMUM OF T FROM STEM ..�+ ���...+++ Gr yr y LANDSCAPE PLANTING MIX UNDISTURBED SOIL . - BREAK APART EDGE OF EXCAVATION WITH SHOT AIII _.... .'..... '... . •...'.: - BLEND LANDSCAPE PLMJIING -_ MI%WITH EXISTING SOIL TO -I PROVIDE SOIL TRANSITION PLACE ROOTBAL L ON UNEXCAVATED OR TAMPED SOIL SHRUB PIT 3 TIMES THE BALL DIAMETER OR AS SHOWN ON THE BANS SHRUB PLANTING DETAIL 7 FROM STEMS PIT SEE FOR DIMENSIONS AND L =�r .n n�ir�ir._n� IhllCOMPACTED SUGGRADE .�li m=n=urn=n=.n=n=nau-owl n=u-n�u=n=it=a=non=.n_g ME AAD PEREAWL4L PLAAmNG SNARED USE PAT"' EMERGENCY AGGES =\ _T_ 1 I I 14 / 1 (` i I I 1 I I I 1 SNPaED U �L�OP G O / \ O 35 SPACES \ / M1C DESLAURMRS & SNfULLEN— N& / OVERFLOW PARKING LAYOUT PLAN BCAL P-W i ofso GRAPHIC SCALE I IN PEEP I 1 inch - 20 fL PA2009\090 \09027-06.dwg, 11/9/2009 10:03:43 AK 1:2.21212 Legend 10—tete 89 (s) fhe.B» City of So. Burlington Prop-fy Lb. N/F Easement Lk,. - - — -- - Interstate 89 (N) State of V__t Wetland LNnit 1 wegone goner Z-1.9 V.11 - — — — — - ----- sup oRSPNlcsc+,E a. LLEWELLYN - HOWLEY QUARRY HILL SUBDIVISION P""` '°° N 0 w 1fld ieP IN ORPORATFD o' 11Kp� AZ Consulting Services Engineering Permit8rlg emb&ANOW 11 Brefetyr Y mwp1 `"+ m 20 Kimball Ave Ste. 202N F (802) 658-2882 Master Plan """" "°"°yam 0i1i 1 Inch • i;D k. RI South Burlington T (802) 658-2100 P 0essYnsB- srrwm.e�rer.«rree�rrrrer. ,rr r l t t`` Vermont 05403 httpdhvw lhine.net ob ft 1 M 1 SPoor _ I 1 i LD C-3 CEP D rotrtta t --- t Paved temporary cul-de-sac \ 1 \ \ \,,\` \'�\ (/ • s8• Larkin Parcel #1 .� �� 28' rise vawd. caroee roadway M 60' R.O.W 8utldln9 A r. Clubhouse QHC Lot #1 `•\ / ff t Horizon Heights Condominiums _ o : ,A Lodg f Oua Y HX � 4' cc i witi va Hon path _ 1 Area Encumbered by =:- Doolq -- QNC Lot #4 one -Story He yht gawnanf th anted ---- \� to Due n b - 1lygnee North 1956 Seeb, plan by thifhjbt office 'Quarry HXI Subd/Nola-E+hJbll D' /2004012 10J Staples Plum Notes `,\ QHC Lot #3 1. Omer at RecaM: !. iotd PxN Area 15.7 acrsa Mterstate Hrghlway Orono - B Xd nqT Jahn L"' Cu a eel- Course. Inc. 4. E+isW Topographical features b Button Professional Lane r — _ I g LarkM Realty Ralph Deslourlers Surw 920 KNnb 11 Aw., So Burlin t VT. Dated 02-25-03. / 410 Shelburne Road J60 1yµ So. Burfington, V7 05403 So Burlington V7 0540! QHC Lot #Z v Spear Street pre, q on, r —_ B lldl ; 2. Perlmete, praawfy IMe Mfarmatro taken Fom plan entitled 'Pr knmay Plat ahoweng r R=ice_ - - - Retracement Preneter Survey, (.Cony HB Community. 360 Spear Street. Se Budington, t I^t•rstofe Hlyh�Y fo �� yr by Button Professional Land Suneprs, 20 KknbaX Ave_ So. Budington. Vi. Bated \ 02-25-OJ. % Larkin Parcel #2 1 1 Legend RECEIVED _ _. IntentaN 89 (S) Pray.rty Lb. ------- .. _ ....... _ N/P NOV 2 3 2009 Interstate 89 (N) State of v__1 • O. G Wetland B ff ... UY V, So. Burlington WSUand Buffr Zmhq Limit - — — — — _------__—_-- - OWNiCsemi �'''•, LLEWELLYN - HOWLEY QUARRY HILL SUBDIVISION "FieftelieleY PIN "� iq 17f J INCO RPO RATED 1146. a-&eWowf. Rr ttKPq — p T til Nat z _ Consulting Services - Engineering - Permitthp - MIS Oats 20 Kimball Ave Ste. 202H F (802) 658-2882 �� 11nch a 8Q R /'rr m `I, South Burlington T (802) 658-2100 Proposed Master Plan aBWrrl 0°°�° C•IIehMYM �nmeeVoryr�•sr-q.re-W Wwir� I I Vermont 05403 httP:l/www.lhinc.net 88aM 1 ef 1 /t 1 DEVELOPMENT REVIEW BOARD 7 JULY 2009 PAGE 2 subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. 4. Site Plan Application #SP-09-52 of City of Burlington/Burlington International Airport to amend a previously approved plan for a 297,000 sq. ft. three -level parking garage addition of 2,075 spaces. The amendment consists of revising the landscaping plan, 1200 Airport Drive: Mr. Lawrence said the plans were approved earlier but the Airport didn't pick up the zoning permit in a timely manner. Mr. 11clair said there are no changes to the approved plan. Mr. Gamelin asked if this is a new addition or just related to the existing building. Mr. Lawrence said it is related to the existing building and is approving required landscaping. Ms. Quimby moved to approve Site Plan Application #SP-09-52 of City of Burlington/ Burlington International Airport subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 5. Continued Sketch Plan Application #SD-09-27 of Bullrock Corp. to amend a previously approved planned unit development consisting of five multi -family dwellings for a total of 160 units and a 40-unit congregate housing facility. The amendment consists of constructing a 100-unit congregate housing facility, 250 Quarry Hill Road: Mr. Knudsen stepped down during this application due to a conflict of interest. Mr. Thomas showed the road that is to be constructed. The building will house 100 residents, 80 of whom need help with everyday living. The other 20 have memory impairment. Amenities will include medical, dining, religious, 24-hour shuttle, etc. Residents will not be permitted to have their own vehicles. This will be a Level 3 Rehab - residential care facility, the most intense care before a nursing home. The site is hilly, and the building will be tucked into the site. Only 2 stories will be above grade near the parking area. The cul de sac on East Terrace will be used for emergency access. It will be a paved, one -lane road with "do not enter, for emergency use only" signs on both sides. It will be plowed by the City. Mr. Belair noted it would also serve as a bike path. Mr. Beldock explained the levels of care in the facility and estimated 5-7 ambulance visits a month. A member of the audience asked about traffic on Rt. 2 heading east. Mr. Dinklage said there is a Spear St. corridor study, and this development has been approved for a certain number of trip ends. There are guidelines as to when improvements are warranted. Mr. DEVELOPMENT REVIEW BOARD 7 JULY 2009 PAGE 1 Belair added that staff has asked the applicant to estimate the number of peak hour trip ends. Mr. Dinklage asked if there is a number for staff trip ends that can be allocated to this use. Mr. Belair said there should be information on this in the ITE Trip Generation Manual Mr. Belair noted that a "skilled nursing home" is not currently allowed in this district. The Planning Commission is looking into that. Mr. Belair also noted that the parking requirement for "congregate housing" is much high than for "assisted living," and "assisted living" is allowed. Mr. Young asked about accommodations for visitors (family, therapists, etc.). The applicant said this will be included in the traffic analysis. Mr. Dinklage noted there is a height waiver request of 9'9". The applicant showed the 2 wings where this occurs and noted that the waiver will allow use of space on the roof for recreational activities. Mr. Belair explained that height waivers have no limit unless they block the views from public roadways. Members were OK with the height waiver pending evidence that views are not being blocked from the rec path. Mr. Bean asked the height of the building from the parking level to the peak of the roof. The applicant said to the terrace is 21 feet plus 3-Meet to the railing. To the very peak of the roof is just under 30'. Ms. Dooley felt the view from the bike path would be significantly impacted. - A member of the audience asked if there would be lighting on the tops of the buildings. Mr. Belair said any exterior lights would have to point downward. The applicant said there will be a strong effort to meet some LEED criteria, especially with light leaving the building. Mr. Dinklage asked if there are any wetland concerns. The applicant said there are none on this lot. Mr. Dinklage noted that the regulations require 109 parking spaces with a 25% waiver and that number will have to be shown although it is possible there will be a future change in the requirements to allow fewer. If fewer spaces are required, the land not used for parking will be designated for green space. Mr. Dinklage said they will need detailed elevations at preliminary plat, and the applicant will have to commit to building what is shown in those elevations. Rep. Head asked if there are plans to upgrade Quarry Hill Rd/Spear St. intersection. Mr. Belair said a traffic signal is proposed based on warrants. There will also be pedestrian crossings added for those crossing Spear St. Rep. Head asked if there is any way for DEVELOPMENT REVIEW BOARD 7 JULY 2009 PAGE 4 pedestrians to walk to Staples which is the closest bus stop. Mr. Dinklage said that is private property. Mr. Deslauriers, Sr. said there is a 60-foot right-of-way that connects to Staples, and people walk from this property to Staples all the time. Mr. Knudsen rejoined the Board following this sketch plan hearing. 6. Continued Design Review Application #DR-09-03 of Tyler Dawson to relocate the property's access drive to San Remo Drive, 350 Dorset St; and 7. Continued site plan application #SP-09-48 of Tyler Dawson to amend a previously approved plan for a 7,680 sq. ft. retail building. The amendment consists of relocating the access drive to San Remo Drive, 350 Dorset St (Pet Advantage): Mr. Dawson said the existing access from the parking lot to San Remo Dr. is kind of angled and is not the right width. This causes issues with truck deliveries. He added he would like to combine this work with the proposed work on San Remo Dr. which is scheduled to happen soon. Mr. Dinklage noted the applicant has more parking than needed. He asked if some of this can become more green space. Mr. Dawson said there are times when the lot is full, not all of which is from his traffic. He said their lot is impacted a lot by AT&T. Their customers park on this lot and they also park so as to block access to the loading area. Ms. Quimby moved to approve Design Review Application #DR-09-03 and Site Plan Application #SP-09-48 of Tyler Dawson subject to the stipulations in the draft motion. 8. Continued Site Plan Application #SP-09-49 of Jeff Cooper to convert a single family dwelling to 1132 sq. ft. of general office use and 500 sq. ft. of retail use, 50 Hickory Lane: Mr. Padgett noted the property is currently owned by Fred Parker, and Mr. Cooper is hoping to buy it and convert it into general office/retail use. The question was raised about possibly pulling parking back and creating more green space. Mr. Belair said there might be an issue with forcing cars to back out onto the street, which is illegal. Mr. Dinklage asked the applicant to come back with a revised plan showing a minimum of parking in front and with the ability for a car to turn around so as not to back onto the street. Ms. Teeson, owner of the adjacent property, asked how much retail there would be. Mr. Cooper said very little; a customer might come to pick up something. Ms. Quimby moved to continue Site Plan Application #SP-09-49 until 21 July 2009. Mr. ►1 otw CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: G �Wc? N MAILING ADDRESS PROJECT OF INTEREST " / �7Z �o �y��S�a✓ t39,NyM<4ni s i/� Rcs.�-o*i 1� $ ¢03 �T,�AL a r,4 J rl, C�o�e,� ?� cnos�s ZtTP Ske-(L.A-ccx�p— �� a77- ' p l•' /t //' �D _01,1A 1. S'ff i�>✓�li RDY V i.5 So0fli Dom- b;4W -- CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEA 1 G DATE: 71 -21o� NAME lkC � MAILING ADDRESS PROJECT OF INTEREST _ G V 4-a 5 0� 040 S-- 09 -0 S- Pt14-L4 -4-7 �j'l EQ� I.e�o�ti Cam_ ice 0 , � SO Oa9- S-G �� S►�� oy-2�) CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE; _Z ? 0 / NTIM MAILING ADDRESS PROJECT OF INTEREST 1 (e C'WS0 h 3� '� �S� b c% Cis � � n /• C)x (1) S jV'3 ke�o\j( cP S- �• i. .sc> jv Yz- c Ct!t-L(c -u 4'WT 0S-iv Cc �.A,,.-i Y� p...� 6 c�,. . S - o t_c5- CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons: At any hearing, there must be an opportunity for each person wishing to achieve interested person - status.to-demonstrate. compliance- with applicable :criteria.:24-V:S:A: §=44$1(b). The DRB must -keep a: written. record-.of:.th_e-name;-address- -and participation of -each person - who has_so-ught.i.nteTested person status:: 24-V.S.A --§ 4461(-b).- A copy of any decision rendered.by the D.RB must be mailed to -every person -or body appearing -and having been heard bY-_the�ORB. 24 V-.S.A. § 446-1 b 3 . Upon receipt of --notice of an appeal to - the environmental:court, the DRB must:supply a.list of interested persons to the appellant in five_working_days.-24-V.S.A1 §-4471(c): " HEARING DATE:�3-PRIAT �OO� NAME MAILING ADDRESS - PROJECT OF INTEREST �-� ����-�.,.a.=ergs �1:��e�� �, v2� �� ��•''�`� �li " 1 iJ 1 DEVELOPMENT REVIEW BOARD 16 JUNE 2009 PAGE 5 space. They will relocate the parking spaces to the back of the plaza. Building coverage goes up by 955 sq. ft., but overall coverage does not increase. Mr. Belair said the new lights are OK. He noted there is a proposed condition to enclose the dumpsters. Ms. LaRose said staff could support exempting the compactor from enclosure. Mr. Lyon noted a continuing issue with outside storage with a tenant. He also noted they met the snow storage condition previously approved. Mr. Knudsen asked how the addition will blend with the existing building. Mr. Lyon said it will be the same color. Mr. Young asked where the drain discharge pipe comes out of the back of the building. The applicant indicated this is inspected twice a year. He showed its location on the plan. He noted that one city pipe goes through the property as well. Ms. Quimby moved to approve Site Plan Application #SP-09-50 of Antonio B. Pomerleau, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 12. Sketch Plan Application #SD-09-27 of Bullrock Corp. to amend a previously approved planned unit development consisting of five multi -family dwellings for a total of 160 units and a 40-unit congregate housing facility. The amendment consists of constructing a 100-unit congregate housing facility, 250 Quarry Hill Road: Ms. Quimby moved to continue Sketch Plan Application #SD-09-27 of Bullrock Corp. to 7 July 2009. Mr. Farley seconded. Motion passed unanimously. 13. Design Review Application #DR-09-03 of Tyler Dawson to relocate the property's access drive to San Remo Drive, 350 Dorset Street; and 14. Site Plan Application #SP-09-48 of Tyler Dawson to amend a previously approved plan for a 7,680 sq. ft. retail building. The amendment consists of relocating the access drive to San Remo Drive, 350 Dorset Street: Ms. Quimby moved to continue Design Review Application #DR-09-03 and Site Plan Application #SP-09-48 of Tyler Dawson until 7 July 2009. Mr. Farley seconded. Motion passed unanimously. 15. Design Review Application #DR-09-04 of Jeff Cooper to convert a single family dwelling to general office and retail use and construct a five space parking area, 50 Hickory Lane; and CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: June 30, 2009 \sub\quarry hill\bullrock_sketch.doc Plans received: June 5, 2009 BULLROCK CORP - PLANNED UNIT DEVELOPMENT SKETCH PLAN APPLICATION #SD-09-27 Agenda #5 Meeting Date: July 7, 2009 Owner Applicant Cupola Golf Course Bullrock Corporation 2543 East Main Street 2517 Shelburne Road Ste 1 Richmond, VT 05477 Shelburne, VT 05482 Contact: Andrew Thomas/Doug Moses Architect Property Information Wiemann Lamphere Tax Parcel ID 1420-00250 245 South Park Drive R12 District Suite One 4.53 acres Colchester, VT 05446 Location Map r 11II 6 d \L % y}r r a . 3 e wn ap- D .,fir .� 7 f t;°� RTt-. 'r7t V -�'"i• L(kyil. .,t yp C t s, a . 3 1f .. low CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\Quarry hill\bullrock sketch.doc Bullrock Corporation, hereafter referred to as the applicant, is seeking sketch plan review to amend a previously approved planned unit development consisting of five (5) multi -family dwellings for a total of 160 units and a 40 unit congregate housing facility. The amendment consists of constructing a 100 unit congregate housing facility, 250 Quarry Hill Road. The application was originally scheduled for review on June 16, 2009 but was not heard due to the absence of a quorum of Board members. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as staff, have reviewed the plans submitted on June 5, 2009 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements R12 Zoning District Re uired Proposed �l Min. Lot Size 3,500 SF 2.71 acres Max. Density* 12 units/acre ** Max. Building Coverage 40% 22.8% Max. Total Coverage 60% 48.1 % Min. Front Setback 30 ft. >30 ft. �l Min. Side Setback 10 ft. >10 ft. �l Min. Rear Setback 30 ft. >30 ft. 4 Max. Building Height 40 ft. 49'9" zoning compliance congregate care facilities are not included in residential density calculations + the applicant is seeking a height wavier of 9'9" The Board should discuss the applicant's request for a height waiver of 9'9". The applicant has submitted rough elevations which illustrate how the building will be constructed into the slope. 1. The Board should discuss the applicant's request for a height waiver of 97'. The entire Quarry Hill subdivision was approved as a planned unit development and therefore all development approved on any of the lots will be viewed as cumulative development on the 25.67 acre property. PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations, PUDs shall comply with the following standards and conditions: CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hilhbullrock sketch.doc Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13(B)(1) of the South Burlington Land Development Regulations, the existing public utility system shall be extended to provide the necessary quantity of water, at an acceptable pressure, to the proposed additional dwelling units. 1. The South Burlington Water Department shall review and comment on the plans, prior to preliminary approval. 2. Occupancy shall not take place in the proposed building until the applicant has obtained final water allocation approval from the South Burlington Water Department. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. 3. The applicant shall obtain preliminary wastewater allocation approval from the Director of Planning and Zoning prior to submittal of the final plat application. 4. The South Burlington City Engineer should review and comment on the plans, prior to preliminary approval. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. 5. The applicant shall submit a grading and erosion control plan with the preliminary plat application. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subdivision is proposed via Quarry Hill Road, which is currently privately owned and maintained. Quarry Hill Road is approved as a future city street and will extend from Spear Street to East Terrace, with the latter portion limited to emergency access only and regulated through signage. Access to the proposed buildings is via a 25 foot wide access drive from Quarry Hill Road. A 25 foot wide service drive is also proposed via Quarry Hill Road. Staff finds this to be sufficient and preliminary conversations with the Fire Chief have indicated that the layout is acceptable. The applicant submitted a traffic impact study performed by Wilbur Smith Associates in October, 2003 with the original subdivision, of which the subject property was part of. This traffic study analyzes the traffic impacts of 281 units, which is the maximum number of units allowed under the density requirement of the Land Development Regulations for the entire property. Fuss & O'Neill Inc. was contracted to perform technical review of the traffic impact study for the City. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hilkbullrock sketch.doc The traffic mitigation measures for the entire property were established during previous approvals (condition #9, application #SD-04-26, attached). This condition shall remain in effect. 6. The plans should be revised to incorporate any applicable traffic impact mitigation techniques, as recommended by the traffic impact study performed by Wilbur Smith Associates in October, 2003, as amended by Fuss & O'Neill Inc., prior to final plat approval. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The plans submitted by the applicant depict Cathy O'Brien's wetland delineations. Although the planned unit development as a whole contains various wetlands, it does not appear that the lot proposed for development contains any wetlands. 7. The applicant should provide confirmation as to whether or not the lot proposed for development contains wetlands, with the preliminary plat application. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 4.05 of the South Burlington Land Development Regulations, the purpose of the R12 District is to encourage high -density residential use and planned unit developments shall be required. Staff feels this project conforms to the planned development patterns in the area and the stated purpose of the R12 District. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The open space areas have been planned in accordance with the original subdivision of the Planned Unit Development. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. 8. The South Burlington Fire Chief should review the proposed plans, prior to preliminary plat approval. 9. The size of the elevators in the proposed buildings should be sufficient to hold a stretcher. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hill\bullrock sketch.doc The previously -approved public road will serve the proposed development. A sidewalk was previously -approved along the easterly side of the roadway. In addition, a 20' wide recreation path easement has been established along the southerly and easterly property boundary, connecting the Horizon Heights condominiums to the subject property. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 10. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. 11. The plans should be revised to show the location and height of all proposed exterior fighting, prior to submittal of the preliminary plat application. In addition, lighting details (cut -sheets) for all proposed exterior lighting should be submitted with the preliminary plat application. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed project is consistent with South Burlington's Comprehensive Plan and Land Development Regulations. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations, any PUD shall require site plan approval. Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff feels the proposed project accomplishes a desirable transition from structure to site and from structure to structure. Staff will better address whether the site provides for adequate planting when a landscaping plan is proposed. It is unclear if the interior of this very large parking lot is landscaped properly. See notes below for this requirement. Staff has some concerns about safe pedestrian movement through the parking lot. There do not appear to be any sidewalks which serve the entrance to the building from either the street or the parking area. The applicant should address this at the hearing and as part of the preliminary plat plan. 12. The plans shall be revised to plan for adequate and safe pedestrian movement through the parking area and to the site from the road. According to Table 13-1 of the South Burlington Land Development Regulations, the proposed 100-unit congregate care facility will require 145 parking spaces (1.2 parking spaces per dwelling CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hilllbullrock sketch.doc unit plus 1 parking space for every 4 dwelling units). The applicant is proposing to provide 64 parking spaces. Even with a parking waiver of 25%, the maximum the board may grant under the current regulations, 109 parking spaces are required. Therefore, the applicant is short 45 parking spaces. The Planning Commission is considering amendments to the regulations which would decrease the number of parking spaces required for certain congregate facilities. However, until such time as that has been approved through the City, the applicant must show a minimum of 109 parking spaces. 13. The plans must be revised to show a minimum of 109 parking spaces. The Board may require as many as 145 parking spaces be provided. According to Table 13-7 of the South Burlington Land Development Regulations, the proposed project will require five (5) handicapped -accessible parking spaces; None are currently depicted on the plans. 14. The plans shall be revised to show a minimum of 5 handicapped accessible parking spaces. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The plans demonstrate compliance with this criterion. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. As already stated, the applicant will be requesting a height waiver of 9'9". The maximum height for buildings with peaked roofs in South Burlington is 40'. Therefore, the applicant must obtain waiver for anything above that. Pursuant to Section 3.07(F)(2), for structures proposed to exceed the maximum height for structures specified in Section 3.07(D) as part of a planned unit development or master plan, the DRB may waive the requirements of this section as long as the general objectives of applicable zoning district are met. A request for approval of a taller structure shall include the submittal of a plan(s) showing the elevations and architectural design of the structure, pre -construction grade, post -construction grade, and height of the structure. Such plan shall demonstrate that the proposed building will not detract from important public scenic views from adiacent public roadways and other public rights -of -way. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. 15. The applicant should submit typical building elevations for the proposed buildings, with the preliminary plat application. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\Quarry hill\bullrock sketch.doc Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant should submit typical building elevations for the proposed buildings, with the preliminary plat application. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The proposed project is part of a larger residential planned unit development. Staff does not feel it is necessary to require any specific access easements at this time. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). All dumpsters and solid waste facilities shall be accessible, secure, and screened to the satisfaction of the Development Review Board. 16. The plans should be revised to depict all proposed dumpsters and solid waste facilities, adequately screened, prior to submittal of the preliminary plat application. Landscaping and Screening Requirements Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking areas with twenty (28) or more parking spaces, at least ten percent (10%) of the interior of the parking area shall be landscaped with trees, shrubs, and other plants. At least one (1) major deciduous shade tree, whose caliper is equal to or greater than two and one-half (2.5) inches when measures six (6) inches above ground at the time of planting, shall be provided for every five (5) parking spaces. 17. The plans shall be revised to show any of the parking areas subject to this requirement in compliance with the "Internal Landscaping of Parking Areas" requirements outlined in Section CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hill\bullrock sketch.doc 13.06(B) of the South Burlington Land Development Regulations, prior to submittal of the preliminary plat application. 18. The applicant should submit a landscaping plan in accordance with Sections 13.06(F) and 13.06(G) of ;he Land Development Regulations, prior to submittal of the preliminary plat application. 19. Pursuant to Section 13.06(B)(4) of the South Burlington Land Development Regulations, the plans should be revised to show the location of snow storage areas, prior to submittal of the final plat application. Other 20. The applicant should submit addresses based on E-911 addressing standards with the final plat application. Staff recommends that the applicant address the numbered items in the "Comments" Section of this report prior to submitting a preliminary plat application. Respectfully submitted, Aatl y La Rose, Associate Planner South ,Jurlington Fire Depaftment 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief June 11, 2009 Mr. Ray Belair City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Quarry Hill Subdivision — Congregate Housing Building Dear Ray: I have reviewed the plans for the proposed congregate housing building off from Spear Street as part of the Quarry Hill project. Elevations were not included in the drawings which I was given so my comments have been generalized. I would like to review additional drawings for this project as they become available. I have the following recommendations: 1. Compliance with all requirements of Vermont Division of Fire Safety codes and standards. 2. Automatic sprinklers and alarm system as required by Vermont Division of Fire Safety. This is to include both residential and garage areas. Standpipes will also be provided as required by code. 3. Fire Department Sprinkler Connection locations to be specified by SBFD. 4. Fire Alarm System panels and enunciator location to be specified by SBFD. 5. Provide an emergency key box(s) for the building, location(s) to be specified by SBFD. 6. Elevator car(s) to be sized large enough to accommodate an ambulance stretcher in the flat position. 7. Number and location of fire hydrants to be specified jointly with SBFD and water department. 8. Trees and plantings should be located so as not to block windows or interfere with the use of the aerial ladder for rescue and firefighting purposes. Page — 2 9. Provide 24 hour per day off -site (central station) monitoring of all fire alann and protection systems. 10. Routine fire and emergency medical access to this project shall be via Spear Street. 11. Turning radii and road widths within this property should be sized to allow for parking, set-up and operation fire apparatus. 12. The Porte Cochere should be designed to allow fire and emergency medical apparatus to pass underneath. At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which could be dealt with as needed with the assistance of the developer and Division of Fire Safety. Should you need any further assistance on this project please feel free to contact me. (!! cerelly, / f� Douglas S. Brent Fire Chief No Text ENTRY LAKE MOUNTAIN ENTRY Quarry Hill Club I South Burlingto'ermont I Preliminary Site Section 20oh Park Drive I Suite One I Colchester, VT05446 1 P: 80*5020 1 F: 802.655.6567 1 wiemannlamphere.com IMAGE WITH RENDERED BUILDING REPRESENTING ANTICIPATED VIEW FROM EAST TERRACE OVERVIEW OF EAST TERRACE VIEWPOINT AND QUARRY HILL CLUB RECEIVED J U N 0 5 2i"C'J" City of So. Burlington Wemann Lam here ARCHITECTS City of So. Burlington GRAPHIC SCALE LLEWELLYN • HOWLEY -QUARRY HILL SUBDIVISION eo 0 w 900 900 e00 ww ala9m9 -- i liq I NCO RPO RATE O S p�y�p Y.r, I �- 1 Oar imere m 10aerro a t91a119l1'11]9 Aybibp __ _ _ _J En9lnserm9 . PBmft.g Cpnwltlrq xrmEae Onwn h9: 0LM p 40 0 t or/>!0�ee 839 Oak Hill Road • Williston, Vermont " ^5 x I(}m9Nl ew. aY.. aoaw F (902J 659 2e92 O�r+MO. _ IInch a 100ft. (802)878-6022 9wnneuempeon x(9ozl65..Iw Existir- ':onditions 2°°°t°s°°° R RMebn 0.b Yarma�t 0S1G3 0Mrt 9 IslBpJlwww.lk:rrc.rs8$ yr sFt' Mort see :vote 2 NO7•f300'W Lw.oY• �� to 9ldptNne rj ti'L�e= n ��r reaaY �1� 9 arrwu� .,r N1 , 307/J5 as :L pl ,I z� IAf7/524- 1 as' AC S81'4324W-/ Bail .11 McDonald I , 1 I I ountrrr ale,M Z 519/1� wn Cy Club IVunnutk 1 58B1532 fiurlhlg n/f I '� _ _ n/ 130/11.. I or x.. 9 LEGEND Boundry Lae - -' - - Proprry LNe -_--- Limit of £psrnent --_�Br--- Sa 4e & Mwhde ' -- +. - Wotedne &Cafe vulro 7 Hyd-I w Utility Pole O Reber SET or I. be SET O Cmcrote Mmumwf SET r to be SET 0 eF 1r Pipe Found Aar' Rebm Found • ar Cmoere Manu,nent Found , or AO\\`11L 34�95 ae' Aa 9.98 0wn Space Area / Cupola Cc De,iauriers nil n/ 30/411 / 66/.' Hato;i „n o r ew.. ax as l I T-Br I� rR 1 I 1 _ _ I _ y�' '1 'e.rrHc� -jam � - ' ar as I - -� Tvtirilc • /�� _ 1 _ T 1 ! ` u�oDna,d I I Nul Goottf n/ . I I r rill I oaf 1 517,1� � I I I 1 oaf I I n/f I III T-er I ti6,,T7 I I W1532 1329/•` 113%2 4'nY fM I g7 it- I I I Ii4• 1 I 1 ' Ail OFA• ail I'A• Deslauriers &Snm/lw 4.r M Reeved �SeeLbraa 1 I Ge' njf Sur y Cwtral Pont 00tnde Dionetsr Odow Esistnq Crude Abort Exwtirq Crow Al EWi ur,q lured. Nor dr F sly Lond Recrds Vdume / Poge Retard Dimensrw Col -Wed 0km__ Field Meowramrrt Cu- Coro CURVEa6 CURVE /f? .C4a I t Curve =B8.7B' �.7& 2P =167.8 e-2z,Bar Schedule of IYB.a oB_ vosy935w ' Encumbrances f1 Table: Cfr.6B.4D CN.,66 r3 and P Easements 1 CARVE at C 49W 07 CURVE a13 R.365.14• L=10278 Oes..IT075r• CB.S32W48W R•530.Oa GB�oV Delfa.9.1 r'2P R.s3000' 1�12896 ONfe.rTlO'SB• CB.N2424'SBW ® 60'R1ght-oFwoy 1271405. 127/5al 127/506. - -------- ��..m I Ail` r-URVE010 by, R ';, CH=10243 N09',ii'4TE 1J1/231, IJ2/240 ^t• ' arK 4'N" CH=B4.91 CH. 12B.47 Implied 10' fwtr Easement to South.Aound a^. B,axw i", CURVE 02 R.470. 00 LL-2W I& CURVE 08 R.530.00 IR=39B.00' -, •Z"_^' i CURVE I14 G.2134: O the City of Sbuut BUdngton. Nn co written lolcr found I. the =:,.TV Intl.?ecar•:a 2os-al ;.sNds 1an.op ''�^•°^ IJo0a.J5.4424• CS A022'SOIB'E oMfe.26 JTra CB-N2775'S7'E osha.30.43re• CB.S1B921IF .O Noll Uund rJl tLJ CH .188.d6 CH.2434r CH.2)O.BB• 20'a .737' recreadw pads sbeement to the City of Solid; Bunn9ton (385/44J) CURVE I3 CLWVE 19 CURVE srS Implied 15' Utilities Eosemr,t Implied Wit adne Easement to Champion Mbtr District R...120.00' C. 1.0. 95, Oblfa=67"17'53' R-J_W 00 1.955T Defle.IB'15'IP R. L=35fY0.7B Delta=3290W ® Implied Seaer 11 Storm Em rents to the City of •64a 8rndn9ton. No entten to Hurl w Heights ® Cwdan .. No written Laid R tee found n Ms C/ty O Lwd Recartla and A City to of S tern. hosed ppros;ma la Highway Plan; CN-132.4050W CO.SJf•J455w t7e./46G�0'47'E coma I nd n the City Ywce Y frws M Champion CH.13299 CH.g511 C/{.30872 Land Recrda Implied 10' w for O Bate• Dcorret and dowsng. No CURVE ee CURVE 4'rO CURVE MIB O the Cie 1of Sever EoasmMt to Me City of South Budngtw Uraities Eoeement O to Horizon Heights I written cwroywee found in Me City Lwd Records R.5W..W' L=2W.07 Delve=20775d• R.58e965 L=IBB.B6 Oaa. r5059' R.wo.w L-SIO, r18 Deae.SB'3235' No written con -YonM fountl m the City Lwd Rec- rVa Cwdorlblium. No wdttnr, cwroybnce / rid in the City Lwd Records. O 20' wide pormwent utility ease; t to Champion Bbtr C8:N4P16r 'E GYI=r9B.96 CB.SW'�11W CH=1BB.8S CB.N53'1492£ Clr.4BB.93 OF End of 60' htsh onno, to Harlon D�127 20' Sever Easement to Me Oiefnc1 (2751104) Gl/FiVE JS De%rq & Nelson (127/417) & Nels O City of Swth Budngtw 82/2. 5W' , 20' Recreation Path R=r6p O0 L.144.W Oalte.46'0257 CURVE der R-5B496r L.Iw 44• Ueda•I.Or1T O Apparent 50' wide oee easement to Cupda 82/x 78/24J JOwide Power r Essamw ' t to O ® CrsMounfon Powr (69/47 Easement to the City of Sarlh Budngton '...te"ll.".9 or the ,Vnetiw where the Champlain Mbtar Outrict's line CB-N39.1826•W CB.SOS5672W Covne, /nil (117/i) 42 & 42) rums east order rntarstore CH. 140.79 CJ4.1W.44 89.- (JB5/445-447) City oe S-01 R tlCra hr m im xae 1-.1.� GRAPHIC SCALE L iron - 100 bean me aria e.e ."at _ Cv Proposed 20' wile rarreatrw T. C) path easement to MO Cty of South Budingtw Proposed 60' Right -of --Way to C� be Cwroyed to the City of South Bum 9tw from C.Pola Golf Co C.) Proposed 60' Right -of -Nay to be abrrw to the City of S_ Budingtw ham Lmkal. In/amsUm Moen m Iola p,aPrrY PMt fie 4 ralfnful presto' - of cYcvmetoce, prtNant ro me rbject P ,wty A r_- �^�^Cbbe of Rald Para aria pa"tnort r.cod ewdaie. •a .D. 'tused N Me ndyis or D.mdoy'his""'baiwiththeorV wfSrohrs mie27, Se - 140.E () --,gh (£A to th. bar yx elo.and bbW. t>E air ae' A. Deslauriers &.5nfullm 'If 2B/185 mCm `V ' � 0 Ner I 1416s _ 1 - _L- rrb 1� r y e \ i f If. �wrpFe4lk`(� d a•i • r 1 y � i YF/ wy _ 4. i` f.�yl ��' .a G � J`L_ f .;,1.. '� -�'� �• " � � � ,� irCM� � I ;�A,Aurlmgtrt^ a I; I I 1 nx"arulell I Masml I owity I n/f I Taylor rill ��1•1}' Ill I 452/'� I 11 n/I r,15a.5 44/ 41I3 � ' rA� - Sao' f�,AO i�.93• (pessW) y'l N07'16 Ja0 Larlu'n Parcel N7 p I "If \ it M61182 \ Panel 01 277.M2 IF. 6.38 Aaaelr `9T.i•V � \ Approved by resolution I the City of South Budngt Oinsispmart R.Hew on the J ti rt, lay of 'e •�I �1. DpLt to ab requrremen rs < arrtmtinns of the raao/wt Signed Mb day CC , r Sur,/ey /Votes: f. MAY r.rmeanwe -1 and awawm or hm beai pied ham /Md ,w 1 and r°crp eNdsnce Me roMo. q rxOae Plata A.'rN Plat q rraywtl J Lor %Da, WY Ma Camm.,fyJBO Spar. SfraG Swlh Bwkr9fm, Vr; p--. by DLtrm Profeamond LOW SurwyOa Pr a.fad 02-25-ail lilt r.ns.d 2/1J/04, and recorded n 2N 427. Moo 4 0( the B� air of SauM Bu gfm Lord Recad.. 7R�h 2. 8eomq, ae bo,e1 m VOmmf Store Plow �/f Try,CV Cseams (SPC-Vr) u,nq NAO6.L (1996) -hot M. coo kh .� axon, m I. - m di 1 .d ham o'9570 cmfrnr a betwsrr NGS cmVd PaMf, 5-0' AB9570 orW PCI950 ,riM p p..s-laion roLn p/ I: B7,000 \ \ 3. M, propa ry Moen nr ar !, s PrrriP+ w pr.pa'fy _Ied ro Cupora Gdf Caoen Inc by eome"y Oad from Ramd 1 lhoiorrwn and Ewrgd,w S Os,la doted Msy 1.A 1964 and \ /eaaVod N YPirnw 66 or Page Jim of Me City of r / \ SouM BudiWon Lwd R-- < Nrr pM baundoy ;Okra slam A- a •SET \ M way r Ro be SE1• oe 5/6 1, dubide 0lametr \ 1.25". ZTY rsN/oeM km br (rear), J6-Mdr Im¢ OowneN �\ as' Ab -¢a' \ r \ Ac .iM ° Pb,fk .vw�sp%a coy a.f by . Vsmarr ,a.•ued ,o,d ,,,,..,s a rA. dao..rMn w M. • ` / P,aPa-ly ownr. /1ep°nep'by a Ms proprry urmrrz. rn. aovMq w rnem mo� prpefvare As beundry rmaua,na Mown a/ ra -1bely, the cendfina f M. Z_9 /ro f Plmnn9 / Wro'opmait R.- Boor", appaW. 5. Cmausfs ;moment Daundo r ;recta Mom, _ w "CNS• r "to De aif• Oe 4•r {• mtl J6• t9-2 Rralty L:o. LLC Imq •vlh VT L5 095 etonped of mend d/Mr m f PP w rh. f n%f mmanrrr eat by o rrmmr Ikai,.tl loud ar.apr of fM dlxrnbn °/ �:. pra4rLy ornr :( .a .i$i/%n / M reepm,b,tty of Me pnpr,y o.nr ro auMriz. M• procnq I Ins,. ;aura f° popeMre Me bomdry cmchean, Moan harem md/r re •aflafy f the _i1it ii- of Ms Zmkrg / Plgxrw / D•xeMprnmf Re New B °PMer. 89.2Rralty a-S•rror ;.Mori. rrraoywd . r.a4rNq Pior w M f Co. LLC rr o/ aore�preu,;m rota mmr r me m rprrYemr,l ter ,ab,aom°rt„r..wye a^ / n/f wsCi,Mn tlir.d N Sfmdod, b tn. Pm de of Lwd 1991428 SL.•roler9• , otsd by the Vermmt BoOd o/ Lmd f Surroly, H fM 1041/91 ]hrw rma°m frdwr,s loop. are an whe, uwrq P Nkm OrM-521 fofd Sfafkn h vnson tth a Soxkle SVt JJ Dots Me deed Oars w, V adM,l.e _9 M. Leaf Sgvre Ad)Obnrr AhMa4 Prwr,ia., Mo.n ma d.,Ole.d nr.o, -foe sn,trng w.ernaifn 1i¢hN-ol--way, ar=- raakf/w wwnmt �e�,ey°may ,eMock /Mm rN•Nr r �f b. Nroan or M,eNr a not reoo,Ved n fns pudic n+w 2Y.ap oil{ No MwnyorM veil moW aVrM9 the '• prMrrnm� �/ M. wroY f. d;,PP.r eNdr,ce o/ Me y,fruefurs�enian may Mdeofos Me ok. lomtiw of Dov.d utaitie. bmsd P wM_ rhs prami.»e BYnad uraltim mayor mbymnpf N�rar.do � rcia MouN M r w1.�ry errs. f araRN,. it mx cogO.n.mai d me = iwweWfMna oso.. r n.gouw emement,, ifx which fight affect rhsd use o! me pramian not , • I_I_ 0"'Y fo eNtlmce of ea,onrrrs o ,frvcfura La frtro.nicn re y oPpomr i'E am^•e ground New a/ f pramua aw.n. a. me dmrpflm, of Irio,. imm as me pnyNca eNtlencs lomt.tl ma enifhq m Me ground war. C"m sd ma mdyzed to ;nova a 6,d b° b,y opM/m moat MdicafM of th• Ognd Mfaif of rhs cmroymca and N nrmmc u �;;,(`1j s g P Y_- Y Damawn+aenro. AYlen Blau betweai Pbyaicvl eodnamy .Nil as ewarr Id w 11- re,- ee ,re tee I. ainvror. Y car of Ili,.rote. C E I V E No eowWa Mown nr.M r. d.trmM.d ne rn. legal Mwry o/ Ad- Paemam. Mf n o defrmNofron fo ee mods by a cpurt enha,red NM orMonY to do ENdrrc., wni:A coved be detelmN.d to Ds parrif is adwree Poe,mwm m0 r Ndreaye ° Mewtothe 11olr. If reoeo _Y oPPraiL ' hren' I. rhor erfair. Mme plob oI v e a may ba J UN 0 5 200q w epee ro err mrdaihn.d aoNv r 9 ra Aasunotrw. fo cwecM•m wd acarocY oe ndreotetl m Mi, Dlof oI �A,.r. 9. ih mwar.menf, me Nfrrnorlon pred,c.tl by tti, ,urrorma Moir rite; may cmbaer hwr of So. Burlington rd� Y M, dk» �• rP drne� as N rrrrfstipn, dwdMotl•n r methoaa o/ maauremail. b 10. Infr/r Pod6onN9 oI Mi, Oarcd n Dee, cW, plarfsa ono ION wf fo Me ,penflmfima of the ownr m0/r they agenra 'I- Prq,r -It- M,lrumait, m 1 be legally xser red fo _id_ Me Pray ~ eu6dN Parcae 12. Repragrctb„ of this ,ketM b,nor wad unla. ,seed with m emD_ _'.. _,. IJ. Mb Origin/ MYLAR hm bee, r ii, M1r rocrdMg Sb„ A.al{N Aopre..aI Button Surveyors, PC Professional i Quarry Hill Community '� cencausknon n.n Land *_ Y.uamYn.t N I360Spear Street South Burlington I ' r � ^••� �. x n .r . a r m w,e.n rw 7la�m Fler r•ln i I 4•� sz,eor Recod Dwwl,w , I , , Remaminglands &Cupola Golf Course Ba m� 4 1 Subdivision OF1 I,1 I Lt w;--T--;w - - ..." _. vo \ r«avaory r «I_ de-eaa I \ I W.M.Wr Larkin Parcel /1 - C. QHC Lot #1 \ QHC Lot #4 \ R, Ho He h s \ p o 28' Wde \ ' 1 p—d, awbsd raaewoY h 60' R.OW. Om pvM / ( : ,I \ii � Stqlee Rme QHQ Lot #3 Notes Rig i. o.nar a Recve ere Appllaant. a roes vaar Arsa: zar ,�,., -... � .Mhn Larkh Cupaa Oar Coups, brc {, E.H.7 Icd /ssturr b Rattan PmhssMna Lane ,I�Nrp,»yY P.Iny - \ Larks Realty Rape Recoups.. Sure -20 � Aga., So. Bulk ton. K Datae 02-25-Oa 1 QHC Lot #2.. - -- ---�-_ ',� I �, f'� d1�1� � / �,,,.r'"`-p--""•�`_""_--•-- -"._ 4f0 5habume Rood 360 Spear St,-t - �' __ _� •"' So. BupFgfan, VT OSIO.r So Bunkiyt«, K 051 Q 1 - _ @ IT :. • / _ _ ...'___`_ a Wetland eaFsatbns by Cothy 0•Brbn Wetland C«su1tkg. 2 Pracernotw p-knof 11 S W—tim to , h mu plm B.d 'P Wknkrwy Plot showkg ) M2� / / / /� �" �,,,...- •••••-•__ 4��`�,.. x arry x SYsar Swat. So. BurlM-taa. � . - . _ eN.ty(s.- --�1 02 by Butlan Pro/rslmd Lme Surwya+w. 20 KMbaq Am., So. Buphytan, Vf. Dose La Parcel #2 1 02-25-Oa I Wetland 'A" l .kin Par , r 41 E i V E � , r Legend-------- _..._._______ __..___......____________ _. ____ ^µYWeBand •�•-------1--__�� ,✓� tSMtlr apes r------- f', t Lire R ..-- Foaement 0---.—.—.--- C ty of So. Burp g n Wetland Limit -----------_----'--- ,.�.-_,..._..._...- ......,_-._..- _, _� _ �~�~ Wetland Buffer - - - - - - ._- `- ...............�., y +w._ .. -,.ti�� -_- "_-.'•`.""^ ~~ G ""' GRAPHIC SCALE ' LLEWELLYN - HOWLEY QUARRY HILL �S ON D O 166• 3w ' Debw ,d35'6r INCORPORATED 6swtk"kw4ss Bement .v . -. . m� Met �� ,� �"� ^�� Neu _ (A _ _ Conaiting SerAl • Engineering • Pwmitting Drnmtm un 20 Kimbell Ave Ste. 202N F (802)$58,2882 'jte Plan ns.t' 1 Inch = BO k. m south Burlington T (802) 658-2t00y/Verl I ten-` CaMmetbn ,M.rngw.... w. ''L�`` Vermont 05403 f,4tp:/lvnww.lhlnn.net 6hssb t = GRAPHIC SCALE w 0 w 80 1w RO I.._ _ LLEWELLYN • HOWLEY QUARRY HILL SUBDIVISION I N C O R P O R A T E D lau1M1 BurlMglon — Vermont ConxW/t ®nne e�ln>- r.mnnm® . .v ssm�,.x i01UmEail Ars, Se. 20XN F (®Oii 856i1t12 � a�„a Subdivision Site Plan v«„wrte �awu T uozl esez�w hHpviwwvr.ihlrwnaf a� u1QA�oe D,—hx KIN OwY1� WMW120 l/lrb 2 concepbulstch „. �......,.. �is�T AM A �w eu.. nel. f as/++Nx l x..w..mmo .a.n.ir iln.l nN _ ACT }!0 o wp.e. s..nx s.. mamma uVlMx 80 ft. �° e- °o mmemovvrneenam CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD \sub\quarry hilkbullrock_sketch.doc enda #12 Owner Cupola Golf Course 2543 East Main Street Richmond, VT 05477 Architect Wiemann Lamphere 245 South Park Drive Suite One Colchester, VT 05446 Location Map DEPARTMENT OF PLANNING & ZONING Report preparation date: June 12, 2009 Plans received: June 5, 2009 BULLROCK CORP - PLANNED UNIT DEVELOPMENT SKETCH PLAN APPLICATION #SD-09-27 Meeting Date: June 16, 2009 Applicant Bullrock Corporation 2517 Shelburne Road Ste 1 Shelburne, VT 05482 Contact: Andrew Thomas/Doug Moses Property Information Tax Parcel ID 1420-00250 R12 District 4.53 acres CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING - \sub\quarry ' ""' ullrock sketch doc Bullrock Corporation, hereafter referred to as the applicant, is seeking sketch plan review to amend a previously approved planned unit development consisting of five (5) multi -family dwellings for a total of 160 units and a 40 unit congregate housing facility. The amendment consists of constructing a 100 unit congregate housing facility, 250 Quarry Hill Road. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as staff, have reviewed the plans submitted on June 5, 2009 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Re uirements R12 Zoning District Re uired Proposed Min. Lot Size 3,500 SF 2.71 acres Max. Density* 12 units/acre ** Max. Building Coverage 40% 22.8% Max. Total Coverage 60% 48.1 % Min. Front Setback 30 ft. >30 ft. �l Min. Side Setback 10 ft. >10 ft. Min. Rear Setback 30 ft. >30 ft. �. Max. Building Height 40 ft. 49'9" zoning compliance ** congregate care facilities are not included in residential density calculations the applicant is seeking a height wavier of 9'9" The Board should discuss the applicant's request for a height waiver of 9'9". The applicant has submitted rough elevations which illustrate how the building will be constructed into the slope. 1. The Board should discuss the applicant's request for a height waiver of 99". The entire Quarry Hill subdivision was approved as a planned unit development and therefore all development approved on any of the lots will be viewed as cumulative development on the 25.67 acre property. PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations PUDs shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sublauarry hill\bullrock sketch doc According to Section 15.13(B)(1) of the South Burlington Land Development Regulations, the existing public utility system shall be extended to provide the necessary quantity of water, at an acceptable pressure, to the proposed additional dwelling units. 1. The South Burlington Water Department shall review and comment on the plans, prior to preliminary approval. 2. Occupancy shall not take place in the proposed building until the applicant has obtained final water allocation approval from the South Burlington Water Department. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. 3. The applicant shall obtain preliminary wastewater allocation approval from the Director of Planning and Zoning prior to submittal of the final plat application. 4. The South Burlington City Engineer should review and comment on the plans, prior to preliminary approval. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. 5. The applicant shall submit a grading and erosion control plan with the preliminary plat application. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subdivision is proposed via Quarry Hill Road, which is currently privately owned and maintained. Quarry Hill Road is approved as a future city street and will extend from Spear Street to East Terrace, with the latter portion limited to emergency access only and regulated through signage. Access to the proposed buildings is via a 25 foot wide access drive from Quarry Hill Road. A 25 foot wide service drive is also proposed via Quarry Hill Road. Staff finds this to be sufficient and preliminary conversations with the Fire Chief have indicated that the layout is acceptable. The applicant submitted a traffic impact study performed by Wilbur Smith Associates in October, 2003 with the original subdivision, of which the subject property was part of. This traffic study analyzes the traffic impacts of 281 units, which is the maximum number of units allowed under the density requirement of the Land Development Regulations for the entire property. Fuss & O'Neill Inc. was contracted to perform technical review of the traffic impact study for the City. The traffic mitigation measures for the entire property were established during previous approvals (condition #9, application #SD-04-26, attached). This condition shall remain in effect. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sublguarry ' ""' ullrock sketch doc 6. The plans should be revised to incorporate any applicable traffic impact mitigation techniques, as recommended by the traffic impact study performed by Wilbur Smith Associates in October, 2003, as amended by Fuss & O'Neill Inc., prior to final plat approval. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The plans submitted by the applicant depict Cathy O'Brien's wetland delineations. Although the planned unit development as a whole contains various wetlands, it does not appear that the lot proposed for development contains any wetlands. 7. The applicant should provide confirmation as to whether or not the lot proposed for development contains wetlands, with the preliminary plat application. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 4.05 of the South Burlington Land Development Regulations, the purpose of the R12 District is to encourage high -density residential use and planned unit developments shall be required. Staff feels this project conforms to the planned development patterns in the area and the stated purpose of the R12 District. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The open space areas have been planned in accordance with the original subdivision of the Planned Unit Development. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. 8. The South Burlington Fire Chief should review the proposed plans, prior to preliminary plat approval. 9. The size of the elevators in the proposed buildings should be sufficient to hold a stretcher. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The previously -approved public road will serve the proposed development. A sidewalk was previously -approved along the easterly side of the roadway. In addition, a 20' wide recreation path CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING -- \sub\auarry hill\bullrock sketch doc easement has been established along the southerly and easterly property boundary, connecting the Horizon Heights condominiums to the subject property. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 10. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. 11. The plans should be revised to show the location and height of all proposed exterior lighting, prior to submittal of the preliminary plat application. In addition, lighting details (cut -sheets) for all proposed exterior lighting should be submitted with the preliminary plat application. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed project is consistent with South Burlington's Comprehensive Plan and Land Development Regulations. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations any PUD shall require site plan approval. Section 14.06 of the South Burlington Land Development Regulations establishes the followina general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff feels the proposed project accomplishes a desirable transition from structure to site and from structure to structure. Staff will better address whether the site provides for adequate planting when a landscaping plan is proposed. It is unclear if the interior of this very large parking lot is landscaped properly. See notes below for this requirement. Staff has some concerns about safe pedestrian movement through the parking lot. There do not appear to be any sidewalks which serve the entrance to the building from either the street or the parking area. The applicant should address this at the hearing and as part of the preliminary plat plan. 12. The plans shall be revised to plan for adequate and safe pedestrian movement through the parking area and to the site from the road. According to Table 13-1 of the South Burlington Land Development Regulations, the proposed 100-unit congregate care facility will require 145 parking spaces (1.2 parking spaces per dwelling unit plus 1 parking space for every 4 dwelling units). The applicant is proposing to provide 64 parking spaces. Even with a parking waiver of 25%, the maximum the board may grant under the CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry'-""'-ullrock sketch doc current regulations, 109 parking spaces are required. Therefore, the applicant is short 45 parking spaces. The Planning Commission is considering amendments to the regulations which would decrease the number of parking spaces required for certain congregate facilities. However, until such time as that has been approved through the City, the applicant must show a minimum of 109 parking spaces. 13. The plans must be revised to show a minimum of 109 parking spaces. The Board may require as many as 145 parking spaces be provided. According to Table 13-7 of the South Burlington Land Development Regulations, the proposed project will require five (5) handicapped -accessible parking spaces; None are currently depicted on the plans. 14. The plans shall be revised to show a minimum of 5 handicapped accessible parking spaces. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The plans demonstrate compliance with this criterion. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. As already stated, the applicant will be requesting a height waiver of 9'9". The maximum height for buildings with peaked roofs in South Burlington is 40'. Therefore, the applicant must obtain waiver for anything above that. Pursuant to Section 3.07(F)(2), for structures proposed to exceed the maximum height for structures specified in Section 3.07(D) as part of a planned unit development or master plan, the DRB may waive the requirements of this section as long as the general objectives of applicable zoning district are met. A request for approval of a taller structure shall include the submittal of a plan(s) showing the elevations and architectural design of the structure pre -construction grade post -construction grade and height of the structure Such plan shall demonstrate that the proposed building will not detract from important public scenic views from adiacent public roadways and other public rights -of -way. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. 15. The applicant should submit typical building elevations for the proposed buildings, with the preliminary plat application. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hill\bullrock sketch doc Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant should submit typical building elevations for the proposed buildings, with the preliminary plat application. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The proposed project is part of a larger residential planned unit development. Staff does not feel it is necessary to require any specific access easements at this time. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). All dumpsters and solid waste facilities shall be accessible, secure, and screened to the satisfaction of the Development Review Board. 16. The plans should be revised to depict all proposed dumpsters and solid waste facilities, adequately screened, prior to submittal of the preliminary plat application. Landscaping and Screening Requirements Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking areas with twenty (28) or more parking spaces, at least ten percent (10%) of the interior of the parking area shall be landscaped with trees, shrubs, and other plants. At least one (1) major deciduous shade tree, whose caliper is equal to or greater than two and one-half (2.5) inches when measures six (6) inches above ground at the time of planting, shall be provided for every five (5) parking spaces. 17. The plans shall be revised to show any of the parking areas subject to this requirement in compliance with the "Internal Landscaping of Parking Areas" requirements outlined in Section 13.06(B) of the South Burlington Land Development Regulations, prior to submittal of the preliminary plat application. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \sub\quarry hill\bullrock sketch doc 18. The applicant should submit a landscaping plan in accordance with Sections 13.06(F) and 13.06(G) of the Land Development Regulations, prior to submittal of the preliminary plat application. 19. Pursuant to Section 13.06(B)(4) of the South Burlington Land Development Regulations, the plans should be revised to show the location of snow storage areas, prior to submittal of the final plat application. Other 20. The applicant should submit addresses based on E-911 addressing standards with the final plat application. Staff recommends that the applicant address the numbered items in the "Comments" Section of this report prior to submitting a preliminary plat application. Respectfully submitted, 6a't'hy�?'n LaRose, Associate Planner CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. rendered by the DRB must be mailed to eve § 4461(b). A copy of any decision been heard by the DRB. 24 V.S.A. § 4461(b)(3).Uponorebceipt appearing of a d having the environmental court, the DRB must supply a list of interested persons to the peal to appellant in five working days. 24 V.S.A. § 4471(c). HEARING rDATE- %G a NAME�f ((�E-GI VIA A^fl4.- 4c, tk fey "/YL-5 pz��r6 " Poll o'er jaG L WG ((llGC-- MAILING ADDRESS v"` cLs� do 130 11(t ��w �Cio,Cs D�ea s e • V'T SS East %err 5-3- !-',,5 Ter,, Vr 5,�„�'/;►..ram► � err d�D PROJECT OF INTEREST Q(. arry ;/;// k i1 4 � f (:: � �; —// q - 4 ej �� — CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to eve been heard by the DRB. 24 V.S.A. § 4461(b)( )eUponrson orecce receipt of r body notice of an appeearing and al the environmental court, the DRB must supply a list of interested persons to the peal to appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: MAILING ADDRESS PROJECT OF INTEREST JIB. e �,�j/ tfTcs � -N>'Ov'v' VET Q" 0 J001S T' ff c =-T CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: Ttfb - ��, �_j �qAAPM'Eq CL�R� MAILING. AnnRFcc o k, �•••, �rw.,cV 1 OF IN I tKtb I 06 d 0021 :1t00101-1., southburfington PLANNING & ZONING June 8, 2009 RE: 250 Quarry Hill Road Dear Property Owner Enclosed is a copy of the draft agenda for the June 16, 2009 South Burlington Development Review Board meeting. The enciosure includes a proposai that abuts property you own. The officiai agenda wiii be posted on the City's website (www.sbLirl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, '.Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com Permit Number SD -- APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Cupola Golf Course, Inc. c/o Ralph Deslauriers Jr 2543 East Main St, Richmond, VT 05477 Phone: 802-434-4900 2) LOCATION OF LAST RECORDED DEED (Book and page #) Volume 759 Page 235 3) APPLICANT (Name, mailing address, phone and fax #) Bullrock Corporation 2517 Shelburne Rd, Ste. 1, Shelburne, VT 05482 Phone: 802-985-1460 Fax: 802-862-0086 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Owner (under Purchase and Sale Agreement) 5) CONTACT PERSON (Name, mailing address, phone and fax #) Andrew Thomas 2517 Shelburne Rd, Ste. 1, Shelburne, VT 05482 G Y1 I/ @ bUll (ookcorp. Ca-m Office: 802-985-1460 Cell: 802-999-3377 Fax: 802-862-0086 Doug Moses 2517 Shelburne Rd, Ste. 1, Shelburne, VT 05482 do lfg (-orp•66M Office: 802-985-1460 Cell: 802-999-1561 Fax: 802-862-0086 6) PROJECT STREET ADDRESS: 250 Ouarry Hill Road 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) None b) Proposed Uses on property (include description and size of each new use and existing uses to remain) We are proposing to construct a 100 unit Congregate Care Facility with a building footprint of 27,000 SF c) Total building square footage on property (proposed buildings and existing buildings to remain) 108,900 SF d) Proposed height of building (if applicable) Based on current design our building would require a height waiver. 3/4 of roof is flat with height above average existing grade of 42'-6" (+ V-611) 1/4 of roof is sloped to provide access to green roof terrace, these sloped roofs have average height of 49'-9" (+ 9'-9") e) Number of residential units (if applicable, new units and existing units to remain) 80 Assisted Living units and 20 Memory Care units totaling 100 units f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Applicant is currently investigating a shared parking agreement in order to fulfill the Cit_y's parking requirements. Applicant also intends to submit for the 25% parking waiver. 9) LOT COVERAGE a) Building: Existing 0 % Proposed 22.8% b) Overall (building, parking, outside storage, etc) Existing 0 % Proposed 48.1% c) Front yard (along each street) Existing 0% Proposed 9% 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) -Item K- 30' wide power easement to Green Mountain Power (69/41 & 42) -Item L- Implied water line easement to Champlain Water District and/or City of South Burlington. Approximate waterline based on Highway Plans conversations with Champlain Water District and dowsing. No written conveyance found in the City Land Records: Reference Button Professional Land Surveyors, PC Quarry Hill Community 4 Lot Subdivision sheet 1OF1. -Dooley Easement Plan: Reference Llewellyn Howley Quarry Hill Subdivision Plan Exhibit D 10/08/04 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) All municipal facilities are available and will be extended to this development 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) See Attached 13) ESTIMATED PROJECT COMPLETION DATE 2011 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies d one reduced copy (11 " x 17") of the plans must be suA)mtted. A sketch subdivitipapplication fee is $125. I e b ceX thajall e'info ation requested as part of this application has been s b i d a is ac ur tq the est of my knowledge. S SIGNATURE O1~" PR ARTff/OWNER Do not write below this line DATE OF SUBMISSION: I h�Xe reviewed this sketc pla a I�Comp�,l� El 0/hico !A i 8i Zdning or Designee and find it fo be: /, �: F/jq Exhibits Sketch Plan Review-QHC Lot 4 6/5/09 1) Schedule E Adjoiner Information 2) Wiemann Lamphere Site Plan (6/4/09) 3) Wiemann Lamphere Site Section 4) Wiemann Lamphere Digital Photo (6/4/09) 5) Llewellyn Howley Existing Conditions Sheet 1 (3/9/06) 6) Llewellyn Howley Subdivision Site Plan Sheet 2 (4/ 1 /08) 7) Llewellyn Howley Overall Site Plan Sheet 3 (2/29/08) 8) Button Professional Land Surveyors, PC 4 Lot Subdivision Sheet l0FI (1/07/05) SCHEDULE E Adjoiner Information Submit with the application a list of all adjoining landowners with mailing addresses. An "adjoiner" is a person or organization which owns or controls land or easements on land which physically abut the tract or tracts of land on which your project is located. Be certain to include landowners on the opposite sides of highways, railways, and rivers. Also include homeowner associations, utility companies, and others with significant legal interest in the homeowner associations, utility companies, and others with significant legal interest in the project land. It is very helpful if you indicate the location of each adj oiner on your site plan. If you do not provide a list which is thorough and up-to-date, your application could be delayed because of improper notice distribution! Please note: For lists which include more than 20 adjoining landowners, our administrative staff appreciates receiving the list on mailing labels to facilitate the notification process. NAME MAILING ADDRESS WITH ZIP CODE William & Miriam Oakes 48 East Terrace, South Burlington, VT 05403 Sandra & John Dooley 44 East Terrace, South Burlington, VT 05403 Francie Mason 40 East Terrace, South Burlington, VT 05403 Marie Mackin & Ernest E Lowder 42 East Terrace, South Burlington, VT 05403 Ralph Deslauriers Jr 46 East Terrace, South Burlington, VT 05403 Christina & James Smullen 4 Sebring Rd, South Burlington, VT 05403 Melaina Rosner 56 East Terrace, South Burlington, VT 05403 Wouter & Julie Nunnick 58 East Terrace, South Burlington, VT 05403 John & Ruth Goodrich 60 East Terrace, South Burlington, VT 05403 Kevin E & Margaret D Sleeper 66 East Terrace, South Burlington, VT 05403 Cupola Golf Course Inc. Quarry Hill Club 270 Quarry Hill Rd, South Burlington, VT 05403 Hiltrault Damm 43 East Terrace, South Burlington, VT 05403 1 Burlington Country Club Leonie B Nelson Horizon Height Condo Association Timothy Taylor 89-2 Realty, Co. LLC Burlington Tennis Club Michael Dunne Andrew Devost Anthony & Kay Martello Qingbin & Yau Wang City of South Burlington State of Vermont Agency of Transportation 239 Spear St, South Burlington, VT 05403 22 Quarry Hill Rd, South Burlington, VT 05403 c/o Bill Marks P.O. Box 1553, Burlington, VT 05402 38 East Terrace, South Burlington, VT 05403 165 East 72°d Street: #20 C, New York, NY 10021 P.O. Box 143, Burlington, VT 05402 154 Gardenside Lane, Shelburne VT 05482 340 Spear St, South Burlington, VT 05403 114 Shepard St, Winooski, VT 05404 72 East Terrace, South Burlington, VT 05403 575 Dorset Street, South Burlington, VT 05403 133 State St, Montpelier, VT 05633 r= �► WIN, ,�.� southbud"Ingtoll PLANNING & ZONING June 8, 2009 RE: 250 Quarry Hill Road Dear Property Owner: Enclosed is a copy of the draft agenda for the June 16, 2009 South Burlington Development Review Board meeting. The enclosure includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com Smooth Feed SheetsTM 1 Use tempiate for 51600 William & Miriam Oakes Sandra& John Dooley Francie Mason 48 East Terrace 44 East Terrace 40 East Terrace South Burlington VT 5403 South Burlington VT 5403 South Burlington VT 5403 Marie Mackin & Ernest E Lowder Ralph Deslauriers Christina & James Smullen 42 East Terrace 46 East Terrace 4 Sebring Rd South Burlington VT 5403 South Burlington VT 5403 South Burlington VT 5403 Melaina Rosner Wouter & Julie Nunnick John & Ruth Goodrich 56 East Terrace 58 East Terrace 60 East Terrace South Burlington VT 5403 South Burlington VT 5403 South Burlington VT 5403 Kevin E & Margaret D Sleeper Cupola Golf Course Inc Hiltrault Damm 66 East Terrace 270 Quarry Hill Rd 43 East Terrace South Burlington VT 5403 South Burlington VT 5403 South Burlington VT 5403 Burlington Country Club Leonie B Nelson Horizon Heights Condo Ass. c/o Bill 239 Spear St 22 Quarry Hill Rd Marks South Burlington VT 5403 South Burlington VT 5403 P.O. Box 1553 Burlington VT 5402 Timothy Taylor 89-2 Realty, Co. LLC Burlington Tennis Club 38 East Terrace 165 East 72nd Street: #20 C P.O. Box 143 South Burlington VT 5403 New York NY 10021 Burlington VT 5402 Andrew Devost Anthony & Kay Martello Quingbin & Yau Wang 340 Spear St 114 Shepard St 72 East Terrace South Burlington VT 5403 Winooski VT 5404 South Burlington VT 5403 City of South Burlington State of Vermont Agency of Michael Dunne 575 Dorset St Transportation 154 Gardenside Lane South Burlington VT 5403 133 State St Shelburne VT 5482 Montpelier VT 5633 *AVERY@ Address Labels Laser 5160® F� 6 rao, `lam southhurlington PLANNING & ZONING June 8, 2009 Cupola Gold Course, Inc. c/o Ralph Deslauriers Jr. 2543 East Main Street Richmond VT 05477 Re: 250 Quarry Hill Road Dear Property Owner: Enclosed is the draft agenda for the June 16, 2009 South Burlington Development Review Board Meeting. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, /*A &9' — Jana Beagley Planning & Zoning Assistant Encl. cc: Andrew Thomas and Doug Moses 2517 Shelburne Road, Suite 1 Shelburne, VT 05482 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Shelburne Bay Parking Date 3/11/2009 3/30/2009 3/31/2009 3/31/2009 4/14/2009 5/18/2009 5/22/2009 5/26/2009 5126/2009 5/26/2009 5127/2009 Time: 1:00 PM 10:30 AM 8:00 AM 12:00 PM 5:00:00 PM 12:30 PM 11:30 AM 9:45 AM 12:00 PM 4:15 PM 12:OOPM CARS ON SITE Independent Living Tenants 33 33 33 33 33 33 33 33 33 33 33 Assisted Living Tenants 5 5 5 5 5 5 5 5 5 5 5 Memory Care 0 0 0 0 0 Employee, Visitors 351321271 381 261 341 321 351 351 221 38 TOTAL 731 701 651 761 641 721 70 RESIDENTS Independent Living Tenants 72 Assisted Living Tenants 26 --. Memory Care 14 Employee Ave: 32.18181818 TOTAL 112 SITE PARKING Handicap Spaces 14 Public Spaces 72 TOTAL 86 Printed on: 5/28/2009 QHC_Parking_Analysis 1 Bullrock Corporation VIA EMAIL AND HAND DELIVERY Town of South Burlington May 28th, 2009 Planning and Zoning Department 575 Dorset Street South Burlington, VT 05403 Attn: Raymond Belair Paul Conner RE: Lodge at Quarry Hill Preliminary Site Concept Plans Dear Mr. Belair and Mr. Conner: Thanks for taking the time to sit with my team and I back in March. We have been continuing to improve upon our preliminary development concepts while considering the feedback that we have received. There were a few action items from that meeting that I would like to address prior to our • meeting Parking: � �-�� 4 ��' � ' /� � ' ` ; ; � arldn From our understanding of the regulations, if we receive approvals to construct a 100 unit Congregate Care Housing facility we would need to accommodate for 109 parking spaces. Those spaces would be intended to handle staff, vendors, and visitors. We are specifically not assuming any allocation for residents since there will be a stipulation in the residency agreement that no vehicles shall be stored on site by any tenant. To quantify the staff count during a shift change (worst case) I am relying on the financial model for the project which states that we will have 46 employees onsite. In order to estimate the number of vendors and visitors I am using 15% (15 spaces) of the total number of units. We believe that 61 total spaces is a realistic "worst case" estimate of total parking spaces necessary to support our business use on the site. Another significant assumption with this total is that all employees will be driving their own vehicles, which we know from experience is not always the case. To support our assumptions above, we studied the parking usage at the Shelburne Bay Senior Living (SBSL) facility. We visited the facility and counted the number of resident's cars, total cars, and then took the difference of those two figures to identify the number of employee/visitor cars. The attached worksheet shows that at each instance all of the specifically identified resident parking spaces were occupied and that the average employee/visitor count was 32. That facility also keeps a log of onsite tenant cars which equals the 38 count that is shown on the worksheet. Based on comparing the matrix of AL units at Shelburne Bay and the proposed unit matrix for Quarry Hill it is reasonable to assume that Quarry Hill would need more employee parking spaces. This is a result of the number of employee positions that increase in relation to the number of assisted living tenants. Therefore if we take the SBSL employee/visitor total (32) and remove the same 15% allocation for visitors/vendors (112 *.15 = 17) and multiply that total (15) by the increase in the number of assisted living units (250% increase) we arrive at 38 total spaces. That method assumes all employees are variable in nature which is not the case, so again the 46 employee spaces referenced above is reasonable. 2517 Shelburne Road, Suite 1 Page 1 of 2 Shelburne, VT 05482 Phone: (802) 985-1460 Fax: (802) 862-0086 f ' 'i,^di� (6( /�r6 A review of the regulations shows that a skilled nursink Laci/ait is required to have 0.3 spaces per bed; if we fell under that designation we would have 38 total spaces (125 beds). Based on the 61 total spaces stated above that would be inadequate, however when compared to the required 109 spaces our specific business use seems to fall in the middle. Maybe there is a way to compromise based on the information provided. I have also had a chance to speak with Mrs. Mary -Ellen Spencer, the Executive Director at the Converse Home in Burlington, about her parking situation. They currently are licensed for 66 units, 50 Residential Care and 16 Memory Loss units. They do not have any residents who drive or have a vehicle onsite. Their parking lot contains 21 spaces which from their experience is substantially inadequate. They currently have a shared parking agreement with a neighbor and also utilize street parking. While their situation confirms my assumption that the skilled nursing parking requirement does not meet our needs, however it does reinforces the concept that our tenants do not drive. We understand that the intent of the regulations is to ensure that real estate development in the town is conducted in such a way that the necessary infrastructure is provided for the related use. However we believe that there are common benefits in avoiding unnecessary parking and impervious surfaces. • State Licensing Regulations vs. City Zoning Definitions After reviewing the State of Vermont licensing regulations and the City of South �) Burlington Land Development regulations I believe that the intent of the documents is very Csimilar when referring to types of senior housing. The comparison of the multiple definitions is documented in the attachment. The key differentiating component is the level of "nursing care/oversight" that is given to the tenants in the "Levels of Care". In terms of our proposed facility we intend for it to be licensed with the State of Vermont Department of Aging and Disabilities, Division of Licensing and Protection under the Assisted Living Residence designation. • Emergency Access Trips at our Facilities: In March at the Lodge at Shelburne Bay (SBSLC) we had seven incidents in the facility which resulted in an ambulance coming onsite. The incidents at the Lodge at Otter Creek (TLOC) facility which resulted in an ambulance coming onsite were three in January, one in February, five in March, and two in April. Please contact me if you have any questions. Si?ckly, ",.Iz 1_e_� Andrew Thomas Project Manager Bullrock Corporation Attachments: QHC_Comparison_Regs_State_Municiple.pdf QHC_AgencyofAging_AL_Licensing.pdf QHC_AgencyofAging_ResCare_Licensing.pdf QHC_Parking Analysis.pdf 2517 Shelburne Road, Suite 1 Page 2 of 2 Shelburne, VT 05482 Phone: (802) 985-1460 Fax: (802) 862-0086 5-28-00;12:42PM;Eu11roc1, Corp EFAX ;SO2 862 0088 # i �' ,�xee�-c��'� �'�r�-► �ss,"srt p� � v, � � Res Ic�zytc e I. General Provisions 1.1 Introduction. These regulations are to be used in couiunetion with the Residential Care Rome Licensing RRlations, which are designed to protect the welfare and rights of residents and to ensure that residents receive quality care. The regulations also are intended to ensure that homes licensed as assisted living residences promote resident individuality, privacy, dignity, self -direction and active participation in decision -making. (a) All provisions and requirements of the Residential Care Home Licensing Regulations erta' in to Level III homes shall apply to assisted living residences unless specifically excepted as set forth in section II below. (b) The intention of the Department of Aging and Disabilities is to assist operators of assisted living residences to attain and maintain compliance with these regulations. 1.2 Statutory Authority. Assisted living residences are subject to the provisions of 33 V.S.A. Chapter 71. The Agcncy of Human Services has designated the Department of Aging and Disabilities, Division of Licensing and Protection, as the licensing and regulatory agency for assisted living residences as defined at 33 V.S.A. §7102(11). 1.3 Statement of Intent. Upon the effective date of these regulations, all assisted living residences in Vermont will be required to adhere to the regulations as adopted. 1.4 Exception and Severability. If any provision of these regulations, or the application of any provision of these regulations, is determined to be invalid, the determination of invalidity will not affect any other provision of these regulations or the application of any other provision of these regulations. 1.5 Taxes. The applicant or licensee shall be in good standing with the Vermont Department of Taxes, pursuant to 32 V.S.A. §3113. Failure shall result in denial or revocation of license. 1.6 Material Misstatements. Any applicant or licensee who makes a material misstatement relating to the law or to these regulations may be subject to denial of license, monetary fine, suspension and/or revocation of license. 1.7 Appeals_ An applicant, licensee or resident aggrieved by a decision of the licensing agency pursuant to these regulations may file a request for a fair hearing with the Human Services Board as provided in 3 V.S.A. §3091. 1.8 License Required. The terms assisted living or assisted living residence or words to that effect may not be used by any facility in its title, brochure, admission agreement or other written or promotional materials unless the facility has a valid license to operate as an assisted living residence issued by the Department of Aging and Disabilities. 5-28-00;12=42rM;Bu11rock Corp EFAX .802 862 0086 # 215 II. Exceptions To obtain and maintain a license to operate an assisted living residence an applicant or licensee must meet all of the requirements of the Residential Care Home Licensing Regulations, with the exception of the following sections of those regulations: 2.1 Eligibility: 5.1 (a) and 5.1(b). 2.2 Admission: 5.2(d). 2.3 Physician Services: 5.8(a). 2.4 Level of Care and Nursing Services: 5.9(a), (b) and (d). 2.5 Residents' Rooms: 9.2(a), (b), (c)(2), (g), (h) and (i). If a unit is rented furnished, however, or is being converted from a Level III unit, there is no exception to the requirements of (.2(c)(2). 2.6 Toilet, Bathing and Lavatory Facilities: 9.3(b) III. Definitions 3.1 "Aging in place" means to remain in a residence despite physical or mental decline that might occur with aging or with disability, as described in 6.3. 3.2 "Assisted living residence" means a program or facility that combines housing, health and supportive services to support resident independence and aging in place. At a minimum, assisted living residences shall offer, within a homelike setting, a private bedroom, private bath, living space, kitchen capacity, and a lockable door. Assisted living shall promote resident self -direction and active participation in decision -making while emphasizing individuality, privacy and dignity. 3.3 "Lease" means a written agreement between the assisted living residence and a resident regarding the resident's rental of the resident unit. A lease may be required in addition to an admission agreement. 3.4 "Negotiated risk" means a formal, mutually -agreed upon, written understanding that results after balancing a resident's choices and capabilities with the possibility that those choices will place the resident at risk of harm. Negotiated risk does not constitute a waiver of liability. 2 5-28-00;12;42rM;Bu11rock Corp EFAX ;802 862 0086 4 21, S IV. Variances Variances from these regulations may be granted by the licensing agency using the same criteria and procedures as set forth in the Residential Care Home Licensing Regulations, Section III. V. Licenses 5.1 The licensing agency shall not issue an assisted living residence license to an applicant unless all of the applicable requirements of the Residential Care Home Licensing Regulations for a Level III home are met. 5.2 The licensing agency shall not issue an assisted living residence license unless all residence units within the facility meet the definition for assisted living residence as set forth above. VI. Resident Care and Services 6.1 Eligibility. The licensee may accept and retain any individual 18 years old or older, nQL&4ing _th_o_ae_w1w§e aceds meeLtbe definition of nursin o, home level of care if those needs can be met by the assisted living residence, with the following exceptions: (a) The licensee shall not admit any individual who has a serious, acute illness requiring the medical, surgical or nursing care provided by a general or special hospital; and (b) The licensee shall not admit any individual who has the following equipment, treatment or care needs: ventilator, respirator, stage III or IV decubitus ulcer, naso- pharangeal, oral or trachial suctioning or two -person assistance to transfer from bed or chair or to ambulate. A uxent resident of the facility who develops a neeAfor a ui ment, treatment or care as listed above in (b) or who develops a terminal illness may remain in a residence so lonLy as the licensee can safely meet the resident's needs and/or the resident's care needs are met by an nnnropriate license provider. 6.2 Admission. The licensee may require a lease in addition to the written admission agreement required pursuant to the Residential Care Home Licensing Regulations. 6.3 Aging in Place. A licensee shall provide personal care and supportive services, which may include nursing services, to meet the needs and care plans of residents assessed at or below the following levels of need according to the assessment protocol specified by the licensing agency: 5-28-00;i2:42rM;Bul1rock Corp EFAX ;802 862 0086 # 4; 6 �(a) An ADL score of 10 or less in the daily activities of eating, transfers, toileting and bed mobility, provided that the mobility, ambulation and transfer needs ca be met by one s ff person; (b) A cognitive impairment at a moderate or lesser degree of severity; or (c) Behavioral symptoms that consistently respond to appropriate intervention. 6.4 Physician Services. Residents who have an identified acute or chronic medical problem or who is deemed to need nursing overview or supervision shall be under the continuing general supervision of a physician of their choosing. 6.5 Involuntary Discharge of Residents. The expectation is that individuals will be permitted to age in place as set forth in 6.3 and not be required to leave an assisted living residence involuntarily. In those instances in which a resident is required to leave, however, the provisions of this section shall supersede the requirements of the Residential Care Home Licensing Regulations, Section 5.3 (a). The licensee shall not initiate a discharge because a resident's choice might pose a risk if the resident is competent and the choice is informed and poses a danger or risk only to the resident. Otherwise, an involuntary discharge of a resident may occur only when: (a) The resident presents a serious threat to self that cannot be resolved through care planning and the resident is incapable of engaging in a negotiated risk agreement; (b) The resident presents a serious threat to residents or staff that cannot be managed through interventions, care planning or negotiated risk agreements in the assisted living residence; (c) A court has ordered the discharge or eviction; (d) The resident failed to pay rental, service or care charges in accordance with the admission agreement; (e) The resident refuses to abide by the terms of the admission agreement; or (f) If the licensee can no longer meet the resident's level of care needs in accordance with 6.3. 6.6 Refusals and Non -Duplication. The licensee shall not provide or arrange any service for a resident that the resident refuses or chooses to obtain from another source. 6.7 Care Plans. The licensee, the resident and/or the resident's legal representative shall work together to develop and maintain a written resident care plan for those residents who require or receive care. The care plan shall describe the assessed needs and choices of the resident and shall support the resident's dignity, privacy, choice, individuality, and independence. The licensee shall review the plan at least annually, and whenever the El 6-2S-00;12:42PM;BUIIroCI, Corp EFAX ;802 862 0086 # 5; 6 r 7 resident's condition or circumstances warrant a review, including whenever a resident's decision, behavior or action places the resident or others at risk of harm or the resident is r incapable of engaging in a negotiated risk agreement. 6.8 Assessment. The licensee shall submit resident assessment data to the licensing agency on an annual basis or as requested by the licensing agency on the form provided. 6.9 Services. The licensee shall have the capacity to provide the following services: (a) A daily program of activities and socialization opportunities, including periodic access to community resources; and (b) Social services, which shall include information, referral and coordination with other appropriate community programs and resources such as hospice, home health, transportation and other services necessary to support the resident who is aging in place. 6.10 Record Checks. The licensee shall require the resident as a condition of occupancy to conduct abuse registry and Vermont Criminal Information Center record checks for personal and health care services providers not employed by a licensed or certified agency. 6.11 Uniform Consumer Disclosure. A licensee shall state in its licensing application and in a uniform consumer disclosure the services it will provide, the public programs or benefits that it accepts or delivers, the policies that affect a resident's ability to remain in the residence, and any physical plant features that vary from the assisted living residence requirements found in Section XI. (a) The uniform consumer disclosure shall be completed on a form provided by the licensing agency and shall be kept on file by the licensee. (b) The uniform consumer disclosure shall describe all service packages, tiers, and rates. (c) The uniform disclosure form shall include a statement that rates are subject to change, including rate changes due to increased care needs, and describe the situations in which the change(s) could occur. (d) The disclosure shall be provided: (1) to residents prior to or at admission and at any time it is changed or is requested by the resident; and (ii) to the public upon request. (e) The availability of a uniform consumer disclosure shall be noted prominently in all marketing brochures and written materials. 5-28-00;72:44rM;Bu11rock Corp EFAX 802 862 0086 # A- t 21 General Definitions 11. Definitions For the purposes of these regulations, words and phrases are given their normal meanings unless otherwise specifically defined. 2.2 Specific Definitions The following words and phrases, as used in these regulations, have the following meanings unless otherwise provided: a. "Activities of daily living (ADLs)" means dressing and undressing, bathing, toileting, taking medication, grooming, eating, transferring and ambulation. b. "Administration of medication" means the act of giving a resident the resident's prescribed medication when the resident is incapable of managing his or her medication. C. "Assistance with medication" means helping a resident, who is capable of self - administration, to use or ingest, store and monitor medications. d. "Assistive community care services" means the Medicaid State Plan service that pays for the cost of a bundle of health care services delivered to Medicaid beneficiaries who live in participating Level III residential care homes. The service bundle includes case management, assistance with the performance of activities of daily living, medication assistance, monitoring and administration, 24 hour on -site assistive therapy, restorative nursing, nursing assessment, health monitoring, and routine nursing tasks. e. "Assistive therapy" means activities, techniques and methods designed to maintain or improve ADLs, cognitive status or behavior. f. "Capable of self-preservation" means able to evacuate the home in the event of an emergency. Resident capability is further described in the National Fire Protection Association Code. g. "Capable of self -administration" means a resident is able to direct the administration of medication by being able to at least identify the resident's medication and describe how, why and when a medication is to be administered; choose whether to take the medication or not; and communicate to the staff if the medication has had the desired effect or unintended side effects. h. "Case management" means to assist residents in gaining access to needed medical, social and other services. In addition to the coordination of activities required in the resident's plan of care, it includes consultation with providers and support person(s). i. "Chemical restraint" means any drug that is used for discipline or convenience and not required to treat medical symptoms. Page 2 of 48 5-28-00;12:44rM;BUIIroCk Corp EPAX ,802 8262 0086 # A - "Day of service" means a day when an eligible resident is living in the home and is provided with the resident's ACCS services. A day of service does not include any day in which a resident is absent from the home for the entire 24 hours of the calendar day and any day on which a resident is discharged or transferred from the home to another care setting (hospital, nursing home, etc.). k. "Delegation of nursing tasks" means the formal process approved by the Vermont Board of Nursing which permits professional nurses to assign nursing tasks to other individuals as long as the registered nurse provides proper training, supervision and monitoring, and for which the registered nurse retains responsibility. "Discharge" means movement of a resident out of the home without expectation that the resident will return. m. "Home" means a licensed residential care home. n. "Inspection" means an on -site visit to or survey of the home by staff of the Division of Licensing and Protection or fire safety inspectors from the Department of Labor and Industry to evaluate care and services and determine if the home is in compliance with the regulations. o. "Investigation" means any gathering of facts, in the home or elsewhere, in response to a complaint or to an allegation that the home is not in compliance with regulations in order to determine if a home is in compliance with the regulations. p. "Legal representative" means an individual empowered under state or federal law or regulation to make decisions for or transact business for a resident of a home. Legal representatives include, but are not limited to, court appointed guardians, an attorney in fact appointed pursuant to a power of attorney and representative payees. A resident's legal representative may make only those decisions for a resident for which the legal representative has been given authority. q. "Level III" means a residential care home licensed and required to provide room, board, personal care, general supervision, medication management andnursing ova as defined by these regulations. "Level IV" means a residential care home licensed and required to provide room, board, personal care, general supervision and medication management as defined by these regulations. "License certificate" means a document issued by the licensing agency which signifies that a home is entitled to operate. t. "Licensed capacity" is the maximum number of residents which the residential care home is licensed to have at one time. u. "Licensed home" is a residential care home possessing a valid license to operate from the licensing agency. Page 3 of 48 5-28-00;12=44f1M;Bu11roc1, Corp EFAX .802 S62 0086 # A- S gg. "PRN medication" means medication ordered by the physician that is not to be administered routinely but is prescribed to be taken only as needed and as indicated by the resident's condition. hh. "Psychoactive drug" means a drug that is used to alter mood or behavior, including antipsychotic, anti -anxiety agents and sedatives, as well as antidepressants or anticonvulsants when used for behavior control. ii. "Psychosocial care" means care necessary to address an identified psychiatric, psychological, behavioral or emotional problem, including problems related to adjustment to the residential care home, bereavement and conflict with other residents. jj. "Registered nurse" means an individual licensed as a registered nurse by the Vermont Board of Nursing. kk. "Resident" means any individual, unrelated to the operator, who is admitted to a home in order to receive room, board, personal care, general supervision, medication management, or nursing overview as defined by these regulations. For the purposes of these regulations, "resident" also means the individual legally authorized to act on the resident's behalf when the resident is no longer able to exercise any or all of his or her rights. 11. "Residential care home" means a place, however named, excluding a licensed foster home, which provides for profit or otherwise, room, board and personal care to three or more residents unrelated to the licensee. mm. "Restorative nursing" means services to promote and maintain function as defined in the resident's service plan of care. nn_ "Staff' means any individual other than a resident who is either the licensee or is an agent or employee of the licensee, and who performs any service or carries out any duties at the home which are subject to these regulations. oo. "Supervision" means providing a structured environment to ensure the resident's needs for food, shelter, medical care, socialization and safety are met. If the home, or staff of the home, provide or are responsible for providing such structure, then the home is providing supervision. Examples of such structure include, but are not limited to, arranging medical appointments, procuring medications, shopping, assigning rooms, providing transportation. pp. "Therapeutic diet 'means a physician -ordered diet to manage problematic health conditions. Examples include: calorie specific, low -salt, low -fat, no added sugar, supplements. qq. "Transfer" means the movement of a resident to another bed within the home or to another health care setting with return to the home anticipated. rr. "Unlicensed home" means a place, however named, which meets the definition of a residential care home and which does not possess a license to operate. Page 5 of 49 5-28-O0;12:44rM;Bu11rock Corp EFAX ;SO2 862 0086 # A- 4 4.3 Assistive Community Care Services 4.3.a To participate as an Assistive Community Care Services (ACCS) Medicaid provider, a home must be: (1) Licensed as a Level III home; (2) Maintained in compliance with the Residential Care Home Licensing Regulations; and (3) Enrolled as a Medicaid provider. 4.3.b A home must submit a letter requesting ACCS status to the licensing agency that includes: (1) A brief statement of interest in the program; (2) A date when the home proposes to begin participation in the program; and (3) Whether any residents eligible for the program currently reside in the home. (4) A proposed amended resident agreement reflecting program participation terms consistent with these regulations; (5) Proposed amended policies and procedures reflecting participation in the ACCS program. (6) A statement that all of the services required in the ACCS definition found at 2.2.d of the regulations are available and will be provided to meet the assessed needs of each resident. 4.3.c The licensing agency will review the request and issue a response in writing within fourteen days. The response will include the Iicensing agency's decision, the reasons for the decision, and if the decision is to approve the effective date. 4.3.d Upon receiving approval to enroll in the program, the home must give a 30 day notice of related rate and resident agreement changes to all affected .residents of the home and enter into the standard agreement with the State as a Medicaid provider in the program. 4.3.e A home shall give 90 days advance notice to the licensing agency and to its residents of a decision to withdraw from the ACCS program in the time and manner required for closure of a home pursuant to 5.3(h) of these regulations. 4.3.f The licensing agency shall investigate and take action regarding any omissions, failures, and complaints associated with a home's performance in the ACCS program pursuant to relevant regulatory requirements. Page 9 of 48 5-28-00;12=44rM;Bu11rock Corp EFAX .802 862 0085 # A- 5 V. Resident Care and Home Services 5.1 Eligibility 5.1.a The licensee shall not accept or retain as a resident any individual who meets level of care eligibility for nursing home admission, or who otherwise has care needs which exceed what the home is able to safely and appropriately provide. 5.1.b A person with a serious, acute illness requiring the medical, surgical or nursing care of a general or special hospital shall not be admitted to or retained as a resident in a residential care home. 5.1.c A person under eighteen (18) years of age shall not be admitted to a residential care home except by permission of the licensing agency. 5.2 Admission 5.2.a Prior to or at the time of admission, each resident, and the resident's legal representative if any, shall be provided with a written admission agreement which describes the daily, weekly, or monthly rate to be charged, a description of the services that are covered in the rate, and all other applicable financial issues, including an explanation of the home's policy regarding discharge or transfer when a resident's financial status changes from privately paying to paying with SST or ACCS benefits. This admission agreement shall specify at least how the following services will be provided, and what additional charges there will be, if any: all personal care services; nursing services; medication management; laundry; transportation; toiletries; and any additional services provided under ACCS or a Medicaid Waiver program. If applicable, the agreement must specify the amount and purpose of any deposit. This agreement must also specify the resident's transfer and discharge rights, including provisions for refunds, and must include a description of the home's personal needs allowance policy. (1) In addition to general resident agreement requirements, agreements for all ACCS participants shall include: the ACCS services, the specific room and board rate, the amount of personal needs allowance and the provider's agreement to accept room and board and Medicaid as sole payment. (2) No home may require that a resident purchase optional services as a condition of serving the resident in the ACCS program. Medicaid regulations prohibit homes from requiring deposits for ACCS covered services. (3) The admission agreement shall inform the resident whether the home will accept SST or ACCS payments and allow a privately -paying resident to continue residing in the home when the resident is no longer able to continue privately paying the home's periodic rate. Alternatively, the admission agreement shall inform the resident that the home is not required to accept SSI or ACCS payments, that the home reserves the right to make this decision on a case -by -case basis, and that the resident may be transferred or discharged from the home in the event that the resident's financial status changes and the resident is no longer able to continue privately paying the home's periodic rate. Page 18 of 48 6-28-00;12:44F'M;BUIIroCk Corp EFAX ;SO2 862 0086 # A- 6 (4) If the home agrees to accept SSI or ACCS payments and allows the resident to remain in the home when the resident's financial status changes, the home must provide the resident with a new admission agreement as provided to all ACCS participants. (5) If a resident loses SSI or ACCS benefits and the loss of such benefits will result in discharge from the home, the home shall provide a thirty (30) day notice prior to discharge or transfer as required in 5.3.a. (6) If an ACCS resident resides in a home under a variance, the home may accept one of the following amounts in addition to the resident's required payment and the ACCS daily rate: i. A payment from a Medicaid Waiver program, if applicable; or ii. A payment from another source. In such cases, the amount accepted shall be clearly stated in the resident agreement, and the home shall state whether the resident shall be eligible to remain in the home at the ACCS rate alone if the resident no longer meets the applicable guideline for a higher level of care. 5.2.b On admission, the home must also determine if the resident has any form of advance directive and explain the resident's right under state law to formulate, or not to formulate, an advance directive. Any change of rate or services shall be receded b p y a thirty (30) day written notice to the resident and the resident's legal representative, if any. 5.2.e The home must provide each resident with information regarding how to contact the Long Term Care Ombudsman, Vermont Protection and Advocacy, Inc. or the Vermont Senior Citizen's Law Project. 5.2.d On admission each resident shall be accompanied by a physician's statement, which shall include: medical diagnosis, including psychiatric diagnosis if applicable. 5.3 Discharge and Transfer Requirements 5.3.a Involuntary Discharge or Transfer of Residents (1) An involuntary discharge of a resident is the removal of the resident from a residential care home when the resident or the resident's legal representative has not requested or consented in advance to the removal. A transfer is the removal of the resident from the room the resident currently occupies to another room in the home or to another facility with an anticipated return to the home. An involuntary discharge or transfer may occur only when: i. The resident's care needs exceed those which the home is licensed or approved through a variance to provide; or Page 19 of 48 5-28-00;12:44f'M;BUIIroCk Corp FFAY. ;802 862 0086 # A- 7 5.3.g A licensee who intends to discontinue all or part of the operation, or to change the admission or retention policy, ownership, or location of the home in such a way as to necessitate the discharge or transfer of residents shall notify the licensing agency and residents at least ninety (90) days prior to the proposed date of change. The licensee is responsible for ensuring that all residents are discharged or transferred in a safe and orderly manner. When such change in status does not necessitate the discharge or transfer of residents, the licensee shall give the licensing agency and residents at least thirty (30) days prior written notice. 5.3.h The home may include language in its admission agreement requiring residents to provide thirty (30) days notice when the resident intends to voluntarily leave the home. 5.4 Refunds 5.4.a When a resident is discharged, the resident shall receive a refund, within 15 days of discharge, for any funds paid in advance for each day care was not provided. In the case of a discharge to a hospital or other temporary placement, the effective date for this provision shall be the day the home is notified the resident will not be returning. For the purposes of providing refunds, "day of discharge" shall be considered the day the resident's room is empty of the resident's belongings, if those belongings are too large or difficult for the home to store temporarily. The facility shall temporarily store small items such as clothing and other personal items if necessary. 5.4.b The home shall document in the resident's record the date of notification that the resident would not return, and from whom notice was received. 5.4.c A home may not seek to recover for lost income from ACCS residents for care on days that are not days of service. A home may not require, induce or accept payment for care for residents in the ACCS program for days of residence that are not days of service. In the case of ACCS residents and homes, the refund shall be based on any funds paid in advance by the resident for care and services. A home shall not offset all or any part of the refund by charging the resident for covered or optional services for any day that does not meet the definition of a day of service. 5.5 General Care 5.5.a Upon a resident's admission to a residential care home, necessary services shall be provided or arranged to meet the resident's personal, psychosocial, nur� and medical care needs. 5.5.b Staff shall provide care that respects each resident's dignity and each resident's accomplishments and abilities. Residents shall be encouraged to participate in their own activities of daily living. Families shall be encouraged to participate in care and care planning according to their ability and interest and with the permission of the resident. Page 22 of 48 6-28-00;12:44r'M;BuIIroCk Corp E F A X ;802 862 0086 5.5.c Each resident's medication, treatment, and dietary services shall be consistent with the physician's orders. 5.5.d A home certified to provide assistive community care services (ACCS) shall 1 designate a staff person responsible for case management, who shall provide at least the following case management services. maintenance and implementation of j a current assessment and plan of care, and coordination of available community 9 services. 5.6 Special Care Units 5.6.a The home must obtain approval from the licensing agency prior to establishing and operating a special care unit. Approval will be based on a demonstration that the unit will provide specialized services to a specific population. 5.6.b A request for approval must include all of the following: (1) A statement outlining the philosophy, purpose and scope of services to be provided; (2) A definition of the categories of residents to be served; (3) A description of the organizational structure of the unit consistent with the unit's philosophy, purpose and scope of services; (4) A description and identification of the physical environment; (5) The criteria for admission, continued stay and discharge; and (6) A description of unit staffing, to include: i. Staff qualifications; ii. Orientation; iii. In-service education and specialized training; and iv. Medical management and credentialing as necessary. 5.6.c A home that has received approval to operate a special care unit must comply with the specifications contained in the request for approval. The home will be surveyed to determine if the special care unit is providing the services, staffing, training and physical environment that was outlined in the request for approval. 5.6.d The requirements of sections 52 and 5.3 above shall apply to all residential care home residents including those in special care units. Page 23 of 48 # A- 8