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HomeMy WebLinkAboutZP-18-369 - 0007 Aspen Drive 1 9/18/2018CITY OF SOUTH BURLINGTON Z O N I N G P E R M I T A P P L I C A T I O N Applicant: Pines Housing, LP Applicant Mailing Address: 7 Aspen Drive, Suite 1 Applicant Email: IgetZOSummitpmg.com Property street Address: 7 Aspen Drive, South Burlington Property Owner: Pines Housing, LP Property Owner Mailing Address: 7 Aspen Drive, Suite 1 Application No: ] � —Yoq [office use only] Daytime phone: 8028465430 VT 05403 Parcel Size: 7.29 ac Tax Parcel ID No. 0072-OOC 1. PROPOSED project including building dimensions (describe): Expand current administrative office space by building a 2300 sq ft, 1 story addition (half in ground at basement level) to the backside of current building. 2. Present USE(S) of the property: ❑ Single family home on its own parcel ❑✓ Other (please state the USE per Land Development Regulations- retail, general office, multifamily residential, etc.): Independent Senior Living Community/ Congregate Care Facility 3. List all present structure(s) on property (describe including dimensions or square footage of each): Two residential buildings with administrative office space. 4. Does the project include a proposed change of USE? ❑✓ No (the property will still be used for the same purpose) QYes (please state proposed changed or added USES per Land Development Regulations- retail, general office, multifamily residential, etc.): 5. ESTIMATED total cost of improvements (materials and labor): $ 289,000 6. Building footprint— i.e. size in sq.ft of main floor of house and all attached and detached structures including enclosed breezeways, garages, and sheds (describe): Existing: 59950 Proposed: 62250 7. Total square feet of other impervious surfaces on site (i.e. driveways, patios, decks) Existing: 66656 Proposed: 66656 8. ATTACH SKETCH PLAN OR SITE PLAN (not required if project consists ONLY of interior renovations or replacement of existing roof, siding, etc. in the exact same size) 1 9. APPLICANT/OWNER CERTIFICATION The undersigned property owner hereby consents to submit this application and understands that if the application is approved, the z n g Per/nit ant ny attached c ditions will be binding on the property. Signatu The undersigned applicant Applicant Signati John Giebink 8/29/18 �� �, iPRINT NAME Date a ': �d by affirms thdt the information presented in this application is true, accurate and complete. Lindsay Getz PRINT NAME 8/29/18 Date _ ....... .. ............. ....................1 ............ ................... .. ........... .... ... ............_ ... ................................. OFFICE USE ONLY — ADMINISTRATIVE OFFICER ACTION — OFFICE USE ONLY DATE Received: —1 q11A1 ZA 18 FEE Received: $ 1�A5 9 Identification of zoning district: Identification of proposed use: PROPOSED USE TYPE: Fq'-'] Permitted Conditional Date of SITE PLAN approval/denial -s 1 O' la Apooval Date Denial Date Date of SUBDIVISION approval/ denial Approval Date Date of CONDITIONAL USE approval/ denial Approval Date Date of appeal VARIANCE approval/ denial Approval Date Date of MISCELLANEOUS approval/ denial Denial Date Denial Date Denial Date Approval Date Denial Date Provided applicant copy of URBEC or VCBE Standards Handbook or171Not Applicable APPROVED C1 1$ 1018 Approval Date FINAL ADMINISTRATIVE OFFICER ACTION Z O N I N G P E R M I T nature Permit EFFECTIVE date 101312,018 Permit EXPIRATION date DENIED Denial Date REASON for DENIAL Notice of Appeal Rights: Any interested person may appeal this decision by filing a written Notice of Appeal with the clerk of the Development Review Board within fifteen [15] days of the date of this decision. The notice of appeal must be accompanied by a filing fee of $223.00. This permit does NOT authorize commencement of any development activity approved by the permit until the permit takes effect as set forth above. Site modifications and improvements made prior to this permit becoming effective may be subject to removal and site restoration if a timely appeal is commenced. ) 'NOTE: 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 \ An Ww�. err LEGEND \ °Y 11°o-ppp0 ' Wilson Consulting ft[A j Engineers, PLC -_BB,__ -_ .._ EXISTING CONTOUR 885— PROPOSED CONTOUR - - — APPROXIMATE PROPERTY LINE — APPROXIMATE SETBACK LINE APPROXIMATE EASEMENT LINE — SS — APPROXIMATE GRAVITY SEWER LINE - FM APPROXIMATE SEWER FORCE MAIN — — ST APPROXIMATE STORM DRAINAGE LINE — — W — APPROXIMATE WATER LINE — — OE — APPROXIMATE OVERHEAD ELECTRICAL LINE — — UE — APPROXIMATE UNDERGROUND ELECTRICAL LINE — — G — APPROXIMATE GAS LINE —0-0— FENCE DRAINAGE 5WALE/DRCH - - — - - APPROXIMATE CLASS III WETLANDS M/\/v\ APPROXIMATE EDGE OF WOODS DECIDUOUS TREE CONIFEROUS TREE is,) SEWER MANHOLE Hp") DRAINAGE MANHOLE ((' DRAINAGE CATCH BASIN HYDRANT ® WATER VALVE �S POWER POLE -0 GUY WIRE LIGHT POLE • GAS VALVE SIGN POST TEST PR 0/0 IRON PIPE/ROD FOUND/SET CONCRETE MONUMENT FOUND/SET PROJECT BENCHMARK GENERAL NOTES 1) UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE SITE SHOWN. EXISTING URURES SHOWN ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL CONTACT DIGSAFE (888-344-7233) PRIOR TO CONSTRUCTION, PEED VERIFY All UTILITY CONFLICTS AND REPORT THEM TO THE DESIGNER. ANY EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN SHALL BE REMOVED OR ABANDONED AS INDICATED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 2) THE CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK AND SHALL COORDINATE ALL REQUIRED INSPECTIONS. 3) THE CONTRACTOR IS RESPONSIBLE FOR SAFE CONSTRUCTION OPERATIONS AND SHALL CONFORM TO ALL APPLICABLE REGULATIONS FOR SITE SAFETY. 4) THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL APPLICABLE EROSION CONTROL MEASURES. REFER TO THE MOST RECENT PUBLICATION OF THE STATE OF VERMONT EROSION CONTROL HANDBOOK. 5) THE CONTRACTOR SHALL NOTIFY THE DESIGNER OF ANY SITE CONDITIONS NOT REPRESENTED ON THE PLANS THAT INFLUENCE THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. 6) THE CONTRACTOR SFWl REPAIR ALL DISTURBED AREAS AS A DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION TO THEIR ORIGINAL CONDITIONS ALL MASS (AWN AREAS SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. MAINTAIN ALL TREES OUTSIDE OF THE CONSTRUCTION UMTIS. 7) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE AND OPERABLE FACILITIES AND UTILITTES. B) THE CONTRACTOR SHALL SUBMIT SWOP DRAWINGS FOR ALL TOMS AND MATERIALS INCORPORATED INTO THE SITE WORK AND UTILITIES. WORK SHALL NOT COMMENCE ON ANY ITEM UNTIL SHOP DRAWING APPROVAL IS GRANTED. 9) IN ADDITION TO THE REQUIREMENTS IN THESE PLANS, THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL LOCAL AND STATE PERMIT CONDTIONS, AS WELL AS THE MOST RECENT EDITION OF THE STATE OF VERMONT ENVIRONMENTAL PROTECTION RULES. UNLESS OTHERWISE NOTED, ALL MATERIALS, ITEMS AND INSTALLATION PROCEDURES SHALL CONFORM TO THE LATEST EDITION OF THE VERMONT A1,DO OF TRANSPORTATION (AOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION. 10) THE TOLMAIICE FOR ALL FINISHED GRADES SHALL BE 0.1 FEET. IT) THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AS -BUILT DRAWINGS WITHIN 10 DAYS FOLLOWING THE COMPLETION OF THE PROJECT. 12) ELEVATIONS AND COORDINATES SHOWN ARE BASED UPON AN ASSUMED DATUM. ORIENTATION IS BASED UPON THE PLAT REFERENCED IN NOTE 13 BELOW. 13) PROPERTY LINE INFORMATION BASED UPON AN EXISTING PUT EIMITTLED 'MET LAND CO., INC. - DORSET STREET, SOUTH BURUNGTON, VT•, DATED JUNE 20, 1994. UST REVISED DECEMBER 18, 1996, PREPARED BY TRUDELL CONSULTING ENGINEERS, INC. AND RECORDED IN THE CITY OF SOUTH BURUNGTON LAND RECORDS. MONUMENTATON FOUND WAS CONSISTENT WITH THE RECORDED PUT. THE PROPERTY LINES, EASEMENTS, AND OTHER REAL PROPERTY DESCRIPTIONS PROVIDED IN THIS PERMIT APPLICATION ARE FOR PERMITTING PURPOSES ONLY. THEY DO NOT DEFINE LEGAL RIGHTS OR MEET LEGAL REQUIREMENTS FOR A LAND SURVEY AS DESCRIBED IN 26 V.SA & 2502(4), AND SHALL NOT BE USED IN LIEU OF A SURVEY AS THE BASIS OF ANY LAND TRANSFER OR ESTABLISHMENT OF ANY PROPERTY RIGHTS. THIS IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE. n# 5N5 % Ba[E[H a aouxA a A,NQDN \ w pew-aaoio n n/1 , �AITIEAC w pWn eSBlt / MAN FOR ADmme IR / GRAPHIC SCALE ao w �\ ) (IN FEET ) i 1 inch - so R \vxMAE Am plsaml4 / / / An Tory Hat AI■ / / / i / /. a w eo-aoB,e �' ova 41 ye / P16 Kreac, v / n/ w pon-0om /. TAX 1120011m PROJECT BENCHMARI( / V MARK ON CONCRETE ELEVATION - 300.BS — / / s az2B'fe• E xee.4 4. •A Luw r aAnNrA m I ■DL CA It w lilbwi0] HI. x i'w Wf)- 7.t' ,, / j •nm p2o-ama I ,/fir / JJ o Jr mumAWY 1 I / ,� B s• I'P/ l *B4& s I to al � — / /xo ' • /w wm ■ peas / E,mns 1 wIl• II e u„ s I �0 m I I i ' / 9 14T_ Iffthl-111t1w, ITTT W AMR Pow Lor E9 A mRTE x■ Z fG2C N 8270e' W 3120A'/ y� 03Y AA NB 9A■E / 55i LVE / q1 W1EA —A a Ba1M w I�z"-mfm ,yf u,cc swuH w 112H0051T1 a W Ift HElluf r��12 .o-mu. M B H /t qA Oe1RT 1■■L xu=wxa NN. (1B• P,C}-m11' w jxAt-0OS1S s/e' vArm xmw raw OS' BG WA SN9E a B2'28'33• E - 114B.0' m BE +P/ mmomm■■mimmim' PROPERTY LINE TABLE CI mI .I 3 I I 'Q s 12 POW ma. . mI E - — _ -0E- — — -CE-. - — — -0E—_ -0E- j \ •. _________-------- � x B2'2C1B• W SELB¢x l�T•) � � — — _ _ — — x 9220'O2' � Siee.1' 1 �zs4.s 145 DE RONDE ROAD "l—ELIER.VT05802 2—IN OWNERS: Pines Housing, L.P. & Pines IV, LLC 7 Aspen Dr. South Burlington, VT 05403 Proposed Office Expansion 7 Aspen Dr. South Burlington, Vf 05403 TITLE: Existing Conditions Site Plan ❑ PREIJMINARY ® FOR PERMITTING ❑ NOT FOR CONSTRUCTION ❑ FOR CONSTRUCTION C1.0 m LEGEND -- - ono - -- -- EXISTING CONTOUR 965— PROPOSED CONTOUR — — — — APPROXIMATE PROPERTY LINE — — APPROXIMATE SETBACK LINE - — — — — - APPROXIMATE EASEMENT LINE — — SS APPROXIMATE GRAVITY SEWER LINE — — FM APPROXIMATE SEWER FORCE MAIN — — ST APPROXIMATE STORM DRAINAGE TINE -- — W — APPROXIMATE WATER LINE — — OE APPROXIMATE OVERHEAD ELECTRICAL UNE — — UE APPROXIMATE UNDERGROUND ELECTRICAL LINE — — G — APPROXIMATE GAS LINE — 0 — 0 — FENCE DRAINAGE SWALE/DRCH ------- APPROXIMATE CLASS III WETLANDS rY V Yv I APPROXIMATE EDGE OF WOODS DECIDUOUS TREE CONIFEROUS TREE 3,}s SEWER MANHOLE DRAINAGE MANHOLE DRAINAGE CATCH BASIN HYDRANT ® WATER VALVE �7 POWER POLE Q GUY WIRE LIGHT POLE • GAS VALVE -o- SIGN POST © TEST PIT IRON PIPE/ROD FOUND/SET C/L CONCRETE MONUMENT FOUND/SEF PROJECT BENCHMARK GRAPHIC SCALE e m m a caFEET > 1 i-h a 10 ft. ZONING REQUIREMENTS ZONING DISTRICT - RESIDENTIAL 7 (RES 7) OVERLAY DISTRICTS - TRANSIT LOT SIZE - ±317,377 SF = 7.29 AC. DIMENSIONAL REQUIREMENTS - REWIRED EXISTING PROPOSED BUILDING COVERAGE (%) - 40 ±18.9 119.6 LOT COVERAGE (%) - 60 ±39.9 ±40.6 FRONT YARD COVERAGE (%) - 30 ±27.5 427.5 FRONT YARD SETBACK (FT.) - 30 ±34 ±34 SIDE YARD SETBACK (FT.) - 10 ±61 is' REAR YARD SETBACK (FT.) - 30 f77 ±77 MAXIMUM HEIGHT (Fr.) - 35/40 t35 ±35 NOTES - 1. REPRESENTS EXISTING NON CONFORMING SETBACK THIS APPLICATION SEEKS TO MAINTAIN. PARKING SUMMARY EXISTING - EXISTING SrANDARD - FIELD VERIFIED = HANDICAP FIELD VERIFIED 142 SPACES PROVIDED HANDICAP SPACES PROVIDED EXISTING - = TOTAL EXISTING = a 170 TOTAL SPACES PROVIDED -NO ADDITIONAL SPACES PROPOSED, AS THERE IS NO PROPOSED INCREASE IN DWELLING UNITS OR EMPLOYEES. Wilson I Consulting Engineers PLC 5 DEROIERNDE ROAD TEL: (8�02) 229�1108 / e OWNERS: I Iq htl J Pines Housing, L.P. / & Pines IV, LLC 59 Dr. VI 05403 41 PROJECT: / 0 /� /./ Proposed Office Expansion �� / / / _ I I 7 Aspen Dr. i f / I 117� urlington, VT 05403 o' / _ / / / / / / DIE is / / ! �� i / ! P"s "°.'�"`" " / ✓ SHEET TITLE: / / / /• NiILND BURTR r PNFS N, wT(corunl�wol P0. A 101 �(�n� , PROPOBED BOUNDAIND LIN41 ONVEY1BNT ? /. CMOIA NIIII'POOF 4: P�P.rt3V M. / 140S IL075 4 -) RD DWT 4 TO � � / i / r ; sass sri (Dm AL> FFDM un � ro LDF 4a s e I 72D',9• E — — — - — — — — � I Proposed 99v E / /' / Conditions TIE PBMLX/ �, — I Site Plan PRDPu3n BMW ACCESS AND E.5' MDE j -- PAVE Y� IDEMMX TO BE TIED WIO J. SDEIW L WTCH E10SBNG SUBBASE S0''UTH 'IB_URLIT _ I x PWENENF WTFXWS AID DFP 6 PBDPDsm,t.'u' � I —'I s-0• � � ,I i'r. 111 _ . ' a1s \ I fl`1. SS / /' CONCRE/E PATID--{' az /. 302 N 82'20'19" W N 8720'19• W Ih (" ' PROJECT — 319.3 LOCATION �. 340:D �l / -- / *. ISM BEEF BRAIN 71) __. RW BRAIN SYM 0 ( LOCATION MAP l = t2,000 �. MINARY FORPRELIPERMITTING �.\ I I ...MnnBc� El NOT FOR CONSTRUCTION "0P ` ❑ FOR CONSTRUCTION PROJECT NO.: 18012-- --__. / S L DATE: MARCH 2 2018 SCALE: 1" = 10' REV. NO. DESCRIPTION DATE 1 GENERAL REVISIONS 4 11 18 2 REYS PER DRB COMMENTS 4 20 18 i / 4 7 / B / / 9 v � , _�/ i�� �,�-y�/l/VIy)�-'' 30] ,�/F! -- .-I ��a�._�"+:L ,4.�—."�1�� _`"✓— _ _ (. _. ..��i \✓ - — —_— ___ i SHEET NUMBER: C2.0 F C LEGEND - - -- - -- - EXISTING CONTOUR —985— PROPOSED CONTOUR — - - — APPROXIMATE PROPERTY UNE — . — . — APPROXIMATE SETBACK UNE - - - - - - - - - APPROXIMATE EASEMENT UNE — —SS— APPROXIMATE GRAVITY SEWER UNE — — FM — APPROXIMATE SEWER FORCE MAIN — — ST APPROXIMATE STORM DRAINAGE UNE — — W APPROXIMATE WATER UNE — — OE APPROXIMATE OVER" ELECTRICAL UNE - —UE APPROXIMATE UNDERGROUND ELECTRICAL UNE — G APPROXIMATE GAS UNE 0 0— FENCE - _ ._.. - DRAINAGE SWNE/OITCH _.. _.._ APPROXIMATE CLASS III WETLANDS APPROXIMATE EDGE OF WOODS DECIDUOUS TREE CONIFEROUS TREE {9 SEWER MANHOLE 0 DRAINAGE MANHOLE .0 DRAINAGE CATCH BASIN b HYDRANT • WATER VALVE POWER POLE -0 GUY WIRE })Fo LIGHT POLE • GAS VALVE SIGN POST 0 TEST PR 0/0 IRON PIPE/ROD FOUND/SET CONCRETE MONUMENT FOUND/SET PROJECT BENCHMARK LANDSCAPING SCHEDULE PERMITTED DESIGN, EXISTING AND MISSING LANDSCAPING SUMMARY - m SCIENTIFIC NAME COMMON NAME DESIGN AL AMEIANCHIER IAEVIS SERJICEBERRY 2 2 0 BP BENLA PAPYRIFERA PAPER BIRCH 8 7 1 CS CORNUS SIBERICA RED TWIG DOGWOOD 35 35 0 i FP FRAXINUS PENNSYLVANIA 'SUMMIT' SUMMIT ASH 27 22 5 NC MALLS CENRAM CENTURION CRABAPPLE 7 7 0 PM PINUS MUDD MUGO MUCO PINE 87 87 0 PN PINUS NIGRA AUSTRIAN PINE 33 22 11 PS PINUS SrROBUS WHITE PINE 69 32 37 RPJM RHODODENDRON PJM PJM RHODEODENDRON 89 89 0 SB SPIREA BUMALDI PINK SPIREA 68 68 0 SP SYRINGA PATULA 'MISS KIM' DWARF KOREAN LILAC 46 46 0 TC TAXUS CUSPIDATA JAPANESE YEW 140 140 0 1 ADDITIONAL EXISTING LANDSCAPING SUMMARY - ,_ EXISTING SCIENTIFIC NAME COMMON NAME 0 SIZE I AP ACER PLATANOIDES EMERALD GREEN' EMERALD QUEEN MAPLE 1 6'-10' CAI_ FP FIRAXINLIS PENNSYLVANIA SUMMIT' SUMMIT ASH 2 11'-15' CAI. 1 MC CENTURION CRABAPPLE MALLS CENTIPM 2 6'-10' CAL PRU PRUNUS SP. CHERRY SPECIMEN 1 1 CAL. CM TSUGA CANADENSIS HEMLOCK 39 6'+ CAL FA FAGUS BEECH 19 6'+ CA. AN ACER NEGUNDO BOX ELDER 1 6'-10' CAL PO POPULUS COTTONWOOD 3 6'+ CALL. AR ACER RUBRUM RED MAPLE 25 6'+ CAL I CA CAPPINUS HORNBEAM 2 6'-10' CAL BA BETULA ALLEGHANIENSIS YELLOW BIRCH 17 6'+ CAL RP ROBINA PSUEDOACACM BLACK LOCUST 8 6'-15' CAL. UA ULMUS AMERICANA AMERICAN ELM 3 6'-11' CAL. PROPOSED PLAITING SCIENTIFIC NAME COMMON NAME OUANIDY SITE AR ACER RUBRUM RED MAPLE 2 3' CAL BS BUXUS SEMPERWRENS BOXWOOD GLOBE 4 10' HT. C CAB CORNUS ALBA 'BAIRWLO' DOGWOOD 2 15 HT. HP HYDRANGEA PANICULATA LITTLE QUICK FIRE HARDY HYDRAGNEA 18 Or HT. MP MYRICA PENNSYLVANNICA BAYBERRY 6 48' KT. SN SALVIA NEMOROSA CRYSTAL BLUE SALVIA 4 6' HT. NOTES: 1. LANDSCAPING CALLOUTS DENOTED WITH AN ASTERISK (t) REPRESENT EXISTING LANDSCAPING THAT WAS NOT PART OF THE ORIGINAL APPROVED LANDSCAPING PAN. 2. IN ADDITION TO THE EXISTING LANDSCAPING THAT WAS NOT PART OF THE ORIGINAL APPROVED LANDSCAPING PUN, THERE IS AN EXISTING CUSTOM SIGN/STONE FLOWER BED, EXISTING 790 SF CONCRETE PATIO AREA SEVEN CUSTOM BENCHES AND TWO ANTIQUE STATUES ON SITE CONTRIBUTING TO THE EXISTING LANDSCAPING FEATURES. 3. THE PROPOSED LANDSCAPING PLAN ALSO CALLS FOR A 14' N 14' CONCRETE AGGREGATE PATIO. r: GRAPHIC SCALE IN FEET ) \ ( 1 Inch = 30 YI. SIP n. \ 4Ss m — / \ � �� v T_P -: l" r? i,.��)' _S �ry � S.-...n5 .'"� T.,ti`•� m ', �.. "'1 -� � 3 F- � ustic womED AMA mrrmK eur }r 4''Y .� • 4 5�S / r . NOT JUTTED TO. THE FODOtMc - f z.St� c�{ I 39 CIM/ - 19 FA L 3>U�Si, �1 ^� • \Si..'� \. ? _ C . r_r �`; ! �fi/ .1 - 1 IN - 2 PO n e�A - CA {y j MOIL E1)SRIO TREE LOGTNINS w1ilM1 \`I s� ¢ r,n � wuooLn ArFA OY, TYPE. 9 SgM AREBASED UPON AFEU)AO21 WIMF FYN.W0NP06010m8f \ A LANDSCAPE D6TpEp NO SAINIID N/- ` I 7� Y�,l �7 �' ^, c, "i � ���,� •� � JI,TH INOSCIRC Y/EBUE 2 gOIF ,/� L V— i° ¢ � iT+ ,% -- -- --- ANNUAL GARDEN ` .. BED MAAS. RG j O PR 14 CO R E ii� 14' ATNCREIO / AGGREGATE PATIO 1 Ensmc e I •)GLEN (TINE �\ / �- � R /\\ CAB / I DOW ,gyp AR 13 M (IA—) 20 N 1- U-➢ ppOppS� APAr i IT (LLflIN 2 NG HllCll t8 &� RICX � Ioz w (2 SIPS) 1L I I i l l I -vI -vIvz ,HP 2W - C 2 LP 2 en �H tyy` FP (Y65iNG) ` 2 g iC 'N' TTFbA „ 12 Ic \ EasTum Tor Es / ANIIpIE - — I & ® 9Am �y t MC I IL ( i /i 1) d� x'• r a f1 NImIGI 2 TW FM6T11G . 1: BIK •� arNUE --- (4 (-Tr � Is (z Iasxcl 0 Wilson Consulting Engineers, PLC IASOERONDE ROAD MONTPELIER, Vf OSBOi TEL' INOI) Y1311pN OWNERS: Pines Housing, L.P. & Pines IV, LLC 7 Aspen Dr. South Burlington, VT 05403 PROJECT: Proposed Office Expansion 7 Aspen Dr. South Burlington, VT 05403 Proposed Landscaping Site Plan A I - - +'--5. I L .1 ( LOCATION MAP 1 = t2,000 ( ❑ PRELIMINARY I ® FOR PERVInNG ❑ NOT FOR CONSTRUCTION ❑ FOR CONSTRUCTION NUMBER: C2.2 LEGEND -- -- -aas - - - EXISTING CONTOUR 985 PROPOSED CONTOUR — - - APPROXIMATE PROPERTY LINE — — APPROXIMATE SETBACK UNE - - - - - - APPROXIMATE EASEMENT UNE - - SS APPROXIMATE GRAVITY SEWER UNE - - FM APPROXIMATE SEWER FORCE MAIN ST APPROXIMATE STORM DRAINAGE UNE - - W APPROXIMATE WATER LINE - - OE APPROXIMATE OVERHEAD ELECTRICAL UNE - - UE APPROXIMATE UNDERGROUND ELECTRICAL LINE - G APPROXIMATE GAS UNE ❑ — o — FENCE - f . . - DRAINAGE SWALE/DITCH - - - - - - APPROXIMATE CLASS III WETLANDS iVWYI APPROXIMATE EDGE OF WOODS DECIDUOUS TREE CONIFEROUS TREE SEWER MANHOLE fD DRAINAGE MANHOLE DRAINAGE CATCH BASIN HYDRANT ® WATER VALVE f.� POWER POLE -0 GUY WIRE LIGHT POLE • GAS VALVE ' SIGN POST TEST FIT 19/0 IRON PIPE/ROD FOUND/SET EVE CONCRETE MONUMENT FOUND/SEr PROJECT BENCHMARK GRAPHIC SCALE ( IN FEET ) I Inch = 10 tL I � Wilson Consulting Engineers, PLC 115 �ERONOE ROAD II D (00 ll2 STEI in i q Ya OWNERS: Pines Housing, L.P. / / • -; / <10,� / ! &Pines IV, LLC 7 Aspen Dr. / / • / j /�� / 4 South Burlington, VT 05403 / • /� / 1 WALL SILT FENCE DOWNSLOPE OF PROJECT: �j /2 / / / ALL EARTH DSTURBANCE AND MAINTAIN UNTIL PERMANENT O / / 'VEGETATION S ESTABUSHED PROJECT DEMARCATION FENCE TO BE INSTALLED PRIOR TO CONSTRUCTION. NO Proposed Office / • �f`a ;p'p / DEFINED PROJECT LIMITS (TYP.). / WORK TO BE PERFDRMED BEYOND I Expansion APPROXIMATE UMLRS OF / WALL SILT FENCE DOWISLOPE OF �; ¢?' / t ' �. ��' DISTURBANCE (t0.23 AC.) I 7 Aspen Dr. / ALL EARTH DISTURBANCE /END •. . �� I South Burlington, VT 05403 MAINTAIN UNIT. PMMEMT : / /f / / / 4 �+ ��, ,+ / --i'EGETA710N 5 ESTABLISHED SHEET TITLE: SIOO(PRE / I 1 --r INSTALL INLET / N "/ \ ` PROTECTION ON All .i r--r _� , _ _ _ - - I I I Erosion Prevention CATCH BILNS AND/ _ i, ]P1 T �` W / MAINTAIN UNTIL Sfr AN,SD �� � '? L / — � rr- / � I / 'UPON COMPLETION OF CONSR2UCnON, ALL / STANTRJZED (3lYP} / _ C / i , & Sediment DISTURBED AREAS TO BE STABILIZED WITH A � MINIMUM OF 6- OF TOPSOIL, GRASS SEED AND MULCH AND MAINTAINED UNTIL PERMANENT , Control Site Plan VEGETATION 6 EsrAetsHEn,(tmj� PROJECT DEAURCATKJML,-FENCE TO BE SOJTH-;BURLIT WALLED PRIOR TO C(NLSTRUCTpN. NO j �S / I J I - - 1 WORK TO BE PERFORMED'BEYOND DEFINED PROTECT OMITS (IYP:). rT EXISTING SIGN TO EROSION PREVENTION AND SEDIMENT CONTROL NOTES BE TEMPORILY REMOVED DDURIRING- CONSTRUCTION 1. IN AODMON TO THESE PLANS AND DETAILS, ALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES SFAIl INSTALL A TEMPORARY, BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE VERMONT STANDARDS AND SPECIFICATIONS FOR EROSION WIDE, STONE ' PREVENTION AND SEDIMENT CONTROL FOR LOW RISK PROJECTS. CONSTRUCTION- 'EMRANCE MID 2. THE DISCHARGE OF SEDIMENT LADEN WATER FROM THE PROJECT SITE IS PROHIBITED. ALL DISCHARGED WATER FROM MNN111,N NRL SRE DEWATERING OPERATIONS SHALL DISCHARGE INTO A TEMPORARY SEDIMENT CONTROL TRAP OR SEDIMENTATION BASIN. IS �T\ABIUZED THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES UNTIL EXISTING BENCH THE PROJECT IS COMPLELE. \\TD BE TEMPORARILY- 3. THE CONTRACTOR SHALL LIMIT SOIL DISTURBANCE AND SEEDING APPL1CAl10N GATES TO BETWEEN APFRIL 15TH AND REMOVED"DUR ING CONSTRUCTION OCTOBER 15TH. IF SOIL DISTURBANCE OCCURS LATER THAN OCTOBER 15TH OR PRIOR TO APRIL 15TH, WINTER EROSION CONTROL MEASURES WILL BE NECESSARY. THE CONTRACTOR SHALL CONSULT WITH THE ENGINEER FOR ADDMONAL SPECIFIC WINTER EROSION CONTROL MEASURES. / 302(f i - - - - - -LOCATION :PROJECT 4 •, LOCATION MAP 1 = t2 000 ❑ PRELIMINARY i ® FOR PERMITTING T I ❑ NOT FOR CONSTRUCTION ❑ FOR CONSTRUCTION ROJECT NO.: 18012 - DATE: MARCH 2 2018 •nF"CrFi,--- orvv Mn I n'TF 4. ALL STOCKPILE MATERIAL (TOPSOIL, BORROW, ErC.) SWILL HAVE SILT FENCE CONSTRUCTED AROUND THE PERIMEFER.�c �APPROMIDATE UNITS OF - - SEED AND MULCH STOCKPILED MATERIAL AS SOON AS POSSIBLE TO PREVENT SOIL EROSION AND SEDIMENTATION OFF SITE LOCATE STOCKPILES ON THE UPHILL SIDE OF THE DISTURBED AREAS, IF POSSIBLE. DURING WINDY CONDRIONS, - _ L 1 : {~ )' - .,NCE (31.97 AC.) STOCKPILED MATERIAL SHALL BE COVERED OR WATERED APPROPRIATELY TO PREVENT WIND EROSION J ,I' t.> 0 5. SLOPES GREATER THAN 3H:1V SHAM HAVE EROSION CONTROL MATTING INSTALLED TO STAB3IUZE THE SLOPE AND � � POLE0 BE REDUCE THE POTENFAL FOR EROSION. INSTALL MATTING OVER MULCHED SLOPES SO THAT ALL PARTS ARE IN CONTACT Y7 ( PORARILY -- C-'� R11 DURING J \ L L INSTALL PROTECTION AROUND �,•�) WITH THE SOIL AND MULCH. PIN NETTING WITH WIRE STAPLES 3' O.C. TO ENSURE FULL BONDING wTH SOIL SURFACE. / L �)L=\ 1 TREE TRUNK BASES 2 TIP. t ) ? �,IXiNSTRUCTON- lc 6. INSTALL STONE CHECK DAMS IN GRASS UNES SHALES AS SHOWN ON PLANS, OR 50' O.C., TO PREVENT SILT FROM � .-.. .... WASHING INTO THE DRAINAGE SYSTEM DURING CONSTRUCTION. STONE CHECK DAMS SHALL BE REMOVED WHEN PERMANENT VEGEATION IS ESTABLISHED. 7. AS SOON AS CONSTRUCTION IS COMPLETED IN A GIVEN AREA. IT SHALL BE TOPSOILED, SEEDED, FERTILIZED AND MULCHED. ! ! A-V �y Ok (� f 8. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY, AND AFTER PERIODS OF HEAVY RAIN, AND REPAIRED ALNO/OR REPLACED AS NEEDED. - 10 C2.1 PLASTIC ORANGE CONSIRUCITON I' z 1" WOODEN FENCE STAKES OR APPROVED EQUAL 36' MIN. 1. �.:a { . f. ,, 12" MIN.Rl'!!�=NG GRADE MATERIAL 1' z S WOODEN STAKES OR FILTER FABRIC STAPLED APPROVED EQUAL TO STAKES 36' MIN.:: RUNOFF FLOW . .: I ,* �B". EXISTING GRADE 24' NN. `i 'i.r FILTER FABRIC TO BE KEYED IN AND BACKFlLLED A MINIMUM OF 8' BELOW GRADE NOTES: NATIVE MATERIAL 1. SILT FENCE TO BE INSTALLED IN ACCORDANCE WITH PAT SPEC 649.04(6) AND USING MATERIAL MEETING AOT SPEC WATER SUPPLY TO MINIMUM OF 8' OF COARSE WASH WHEELS IF (2'-31 AGGREGATE NECESSARY � - :z �,+ .� _ WIDTH OF EXISTING CURB OUT OR 12' MIN. x - - -'did TEMPORARY SEEDING, MULCHING AND/OR EROSION POL NETTING /S NECESSARY SILT FENCE 10 BE � STOCKPILE E ALL .. ..... DONNSLOPE LOCATIONS WIISon Consulting Engineers, PLC MO DERONDE OO M L: (W2)22.11W560z TEN: (BOtI ��� 108 OWNERS: __ . ... _..-- Pines Housing, L.P. & Pines IV LLC 7 Aspen Dr. South Burlington, V< 05403 INSTALL FILTER FABRIC BELOW AGGREGATE 50' MIN. 720.04 FOR SILT FENCE. NOTES. ...: .. ,..:...;. �.' 2. WOODEN STAKES TO BE INSTALLED A MINIMUM OF W 0/C. 1. STONE CONSTRUCTION ENTRANCE TO BE INSTALLED IN ACCORDANCE WITH AOT SPEC 653.10 AND USING MATERIAL PROJECT: NOTES: 1. PROJECT DEMARCATION FENCE TO BE INSTALLED IN ACCORDANCE WITH AOT SPEC 653.14. 2. WOODEN STAKES TO BE INSTALLED A MINIMUM OF 10' 0/C. 3. PROJECT DEMARCATION FENCE TO BE INSTALLED PRIOR TO ANY CONSTRUCTION AND MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. 3. INSTALL SILT FENCES AT TOES OF ALL UNPROTECTED SLOPES AND AS PARALLEL TO CONTOURS AS POSSIBLE THIS INCLUDES All FILLED OR UNPROTECTED SLOPES CREATED DURING CONSTRUCTION, NOT NECESSARILY REFLECTED ON THE FINAL PLANS. CURVE THE ENDS OF THE FENCE UP INTO THE SLOPE WHEN SILT FENCE IS INSTALLED ON MINOR CROSS SLOPES, 'J' HOOKS SHALL BE INSTALLED EVERT 50' MINIMUM TO MINIMIZE SEDIMENT LOAD AT BOTTOM OF SLOPE WHEN TWO SECTIONS OF FABRIC ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY, FOLDED AND V STUD 4. SILT FENCE TO BE INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED UNTIL SLOPES ARE STABILIZED AND PERMANENT VEGETATION IS ESTABUSHED. REMOVE SEDIMENT WHEN ACCUMULATED TO HALF THE HEIGHT OF THE FENCE MEETING AOT SPEC 7ocm. FILTER FABRIC TO MEET ACT SPEC 720.04 FOR GEOTEXRLE FOR ROADBED SEPARATOR. 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OF SEDIMENT ONTO THE PUBLIC ROW. THIS MAY REQUIRE MAINTENANCE AND REPAIR OF ANY MEASURES USED TO TRAP SEDIMENT. 3. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO THE PUBLIC ROW. 4. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AGGREGATE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP. NOTES: 1. THE STOCKPILE, OR PORTIONS THEREOF, THAT WILL NOT BE USED OR DISTURBED WITHIN 14 DAYS SHALL BE TEMPORARY STABILIZED WITH MULCH. THE STOCKPILE, OF PORTIONS THEREOF, THAT WILL NOT BE USED OR DISTURBED WITHIN 3 MONTHS SHALL BE STABILIZED W GRASS SEED AND MULCH OR EROSION CONTROL NETTING AS NECESSARY TO MINIMIZE THE POTENTIAL FOR EROSION. 2. SILT FENCE TO BE INSTALLED IN ACCORDANCE WITH ACT SPEC 649.04(6) AND USING MATERIAL MEETING AOT SPEC 720.04 FOR SILT FENCE Proposed Office Ex po ns ion 7 Aspen Dr. PROJECT DEMARCATION FENCE DETAIL n SILT FENCE DETAIL r2 CONSTRUCTION ENTRANCE DETAIL South Burlington, Vf 05403 - N.T.S. L.J.0 N.T.S. L 3.0 N.T.S. C3.0 N.T.S. C .0 SHEET TITLE: WOODEN STAKES PLACED AROUND 00000o CATCH BASIN 0000uo 0 0 o c o o 000Doo FILTER FABRIC 000000 0 0 o D o o SECURELY FASTENED STAKE OVERLAP JOINTS TO THE NEXT STAKE. PUN - FILTER FABRIC _ - --'- ' ,. 1 -.. IXbTING GRADE 18' + I T - f 1 18' MIN. NATIVE OR FILL MATERIAL BURY FABRIC A CROSS-SECTION V MINIMUM OF 12" NOTES: FILTER FABRIC FOR POINTS 'A' MUST BE HIGHER CEOTTJOLE UNDER (6" MIN.) THAN THE FLOW STONE FILL TO BE LINE POINT "B' PLACED UNDER CHECK DAIS A A _---- - B .;\ FLOW 24' MAXIMUM � �7 iu - ` KEY IN STONE A NATIVE OR FILL MINIMUMMIIMINIMUM STONE MINIMUM OF 4' INTO MATERIAL THE SWN8' F PLACED N CHANNEL SIDE VIEW FRONT NEW NOTES: Nt (3) 8' CEDAR STATUES WITH CUT NOTCH 318 WIRE PASSED THROUGH SECTION OF GARDEN HOSE TO PROTECT TRUNK UNDISTURBED OR COMPACTED SUITABLE PAPER TRUNK WRAPPING NATIVE MATERIAL OR GRANULAR BORROW FILL 4" MINIMUM OF SHREDDED BARK CONFIRM SUITABILITY OF MULCH NATIVE MATERIAL AND GRANULAR 13OR ROW WITH 6" SAUCER RIM ENGINEER PRIG LOOSEN, CUT AND REMOVE BUR CONSTRUCTION. FROM TOP 1/3 OF ROOT BILL '. NOTES: 1. GRANULAR BORROW ALL TO MEET AOT SPEC 703.04. 2. PAPER TRUNK WRAP MUST BE REMOVED AFTER 1 YEAR. 3. ROOT FLARES SHALL BE AT OR SLIGHTLY ABOVE FINISHED GRADE UNDISTURBED OR COMPACTED SUITABLE NATIVE MATERIAL OR ,l GRANULAR BORROW FILL. CONFIRM SUITABILITY OF 4' MINIMUM OF SHREDDED BARK NATIVE MATERIAL AND MULCH GRANULAR BORROW WITH 4' SAUCER RIM ENGINEER PRIOR TO CONSTRUCTION. ROM _ LOOSEN, FROM TOP 1D3 OFF ROO�BILL / NOTES 1. GRANULAR BORROW FILL TO MEET AOT SPEC 70104. Proposed Site DetailsTO Plan " Cv 4y�,r� p SOY 1 ULT.LI �. . (",!'1 LOCATION w!m � .; �-_-'" t-!------- ..._.._.,c-_ o. _ n -...... I_ c 1. INLET PROTECTION TO BE CONSTRUCTED IN ACCORDANCE WITH AOT SPEC 653.11a. FILTER FABRIC FOR INLET PROTECTION TO MEET AOT SPEC 720.04 FOR SILT FENCE. 2. INLET PROTECTION TO BE INSTALLED PRIOR TO CONSTRUCTION, OR UPON CONSTRUCTION OF NEW CATCH BASINS, AND MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABUSHED. 1. STONE CHECK DAIS TO BE CONSTRUCTED IN ACCORDANCE WITH AOT SPEC 653.O6a AND USING MATERIAL MEETING A0T SPEC 704.17. FILTER FABRIC FOR CHECK DAMS TO MEET AOT SPEC 720.04 FOR GEOTEXTILES UNDER STONE ALL 2, STONE CHECK DAMS TO BE INSTALLED PRIOR TO CONSTRUCTION, OR UPON CONSTRUCTION OF NEW SWALES, AND MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 4. AREAS TO BE PLANTED THAT ARE CURRENTLY PAVED SHOULD HAVE CONTINUOUS PLANTING PITS WITH LOAM OR SANDY LOAM PLANTING SOIL TO A DEPTH OF 2' MINIMUM TO SUPPORT TREE ROOT GROWTH. THIS DETAIL, ALL TREE PLANTINGS SHALL BE PERFORMED IN ACCORDANCE WITH ANY PLANTING 5. IN ADDITION REQUIREMENTS. PROVIDERS REQUIREMENTS. 2. AREAS TO BE PLANTED THAT ARE CURRENTLY PAVED SHOULD HAVE CONTINUOS PLANTING PITS WTIN LOAM OR SANDY LOAN PLANTING SOIL TO A DEPTH OF 2' MINIMUM TO SUPPORT SHRUB ROOT GROWTH. 3. IN ADDITION UI THIS DETAIL, ALL TREE PLANTINGS SHALL BE PERFORMED IN ACCORDANCE WITH ANY PLANTING PROVIDERS REQUIREMENTS. --� -"- -..rn..�_ L ...-----...... -�--- LOCATION MAP 1" - t2,000 ❑ PRELIMINARY BATCH BASIN INLET PROTECTION DETAIL n STONE CHECK DAM DETAIL TREE PLANTING DETAIL PLANTING DETAIL �I ® FOR PERMITTING El FOR CONSTRUCTION ❑ FOR CONSTRUCTION GJ.� N.T.S. G3.VI-G�3 N.T.S. N.T.S. _SHRUB V-I N.T.S. PROJECT NO.: 18012 DATE: MARCH 2 2018 SCALE: 1" = 30' REV. NO. DESCRIPTION DATE 1 GENERAL REVISIONS 4 11 18'. 2 REVS PER DRB COMMENTS 4 20 18I 3 4 5 8 7 CONSTRUCTION PHASING AND EPSC NOTES: 8 I. PRIOR TO CONSTRUCTION, CONTRACTOR TO COORDINATE A PRE -CONSTRUCTION MEETING WITH THE OWNER, ENGINEER AND CITY REPRESENTATIVE TO REVIEW PROJECT SCOPE, PROJECT LIMITS AND CONSTRUCTION TIME UNIT. 2. PRIOR TO ANY CONSTRUCTION, CONTRACTOR TO INSTAL PROJECT DEMARCATION FENCING, SILT FENCE DRAINAGE 9 10 INLET PROTECTION AND CONSTRUCTION ENTRANCE THESE ITEMS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION AND NOT REMOVED UNTIL CONSTRUCTION IS COMPLETE AND PERMANENT VEGETATION IS ESTABLISHED. 3. DURING CONSTRUCTION, PROJECT CONSTRUCTION AND LAYDOWN AREAS SHAD. BE UMITEO TO THOSE SHOWN ON THESE PLANS. IF ADDITIONAL AREAS ARE REQUIRED, THE CONTRACTOR SHALL PREPARE A CONSTRUCTION PLAN OUTLINING THE ADDITIONAL SPACE REQUIRED AND PROVIDE IT TO THE ENGINEER AND CITY FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTATION. 4. EPSC MEASURES SWILL BE MONITORED BY THE CONTRACTOR DAILY AND MAINTAINED THROUGHOUT CONSTRUCTION. AND DEFICIENCIES IN THE EPSC MEASURES, OR DISCHARGES FROM THE PROJECT SITE, SHALL BE REMEDIED IMMEDIATELY AND REPORTED TO THE ENGINEER AND CITY. 5. THE CONTRACTOR SHALL LIMIT SOIL DISTURBANCE AND SEEDING A'PUCATION DATES TO BETWEEN APRIL 15TH AND OCTOBER I51H. IF SOIL DISTURBANCE OCCURS LATER THAN OCTOBER 15TH OR PRIOR TO APRIL ISM, WINTER EROSION CONTROL MEASURES WILL BE NECESSARY. THE CONTRACTOR SHALL CONSULT WITH THE ENGINEER FOR ADDITIONAL SPECIFIC WINTER EROSION CONTROL MEASURES. 6. ONCE CONSTRUCTION IS COMPLETED IN A GIVEN AREA, IT SHALL BE TOPSOILED (4" MIN.), SEEDED, FERTIUZED AND MULCHED WITHIN 48 HOURS. - -- SHEET NUMBER: CONSTRUCTION PHASING PLAN C 3.0 - --- - N.T.S. C3.0 LINE TABLE LINE LENGTH BEARING Ll 6.63 S0739'41'W L2 15.12 N8270'19'W L3 8.00 N0739 41 E L4 30.67 N8270'19'W L5 24.13 N073941 E L6 550 N8270'19'W L7 8.42 N073941 E L81 5.50 1 S8270'19 E L9 16.21 V0739'41 E L70 5.00 S8270'79 E L 11 12.00 N0739'41 E L 12 14.00 S8270'19 E L 13 4.54 N0739'41 E L 14 40.00 S8270'19 E L15 18.25 S8270'19 E L16 23.24 S0739'41'W L 17 10.82 N4838 55"W 1181 1.52 SB270'19 E L191 5.77 1 N0739'41 E n/f SMOLAK eta/ TAX 0850-00010 -o N MUNGHAST TRUST TAX f1850-00012nf •-> n/f 32 / PR/OR LIFE ESTATE Q�% \ y o \ U� �,- \\m, DA4SET HOTEZ ASSOCIATES TAX P850-00014 TAX 10072-00015 n/f 53� �5�� / LaNGFELLOW / TAX f7850-00016 / / / X_ sue- /d / Capped/ rebor . n/f / / found 6' below grade CARROLL TAX 11240-00100 �J� , / PINES HOUS/NG, LP n/f LAZARENC ry I :+ PINES IV, LLC LOT 4 (COMMON LAND) TAX P240-00102 1% TAX 72-0007 / / � O 4 65. Ai' w 5.42 Acres EXishng / / W 15f Lu 2 C9 1,4 T IW�Only /l0 3 D Revi i For de L OCA TION MAP rol / 3 Q g 34 Acres Proposed / / / / g59 ao 5�• o Paved po krhg / / / /Palio n/fN8270Y9w�14420' TAX P240--Ht0104 ohI� / / / / / °"�I \ ,�c; �� NO TES PINES hW_gN0 LP LOT Al (0.63 AO) a 1. The sole purpose of this Plot is to depict the / TAX j0072-0007A (� proposed Boundary Line Adjustment as specified by the $� $ \ r^ land owners and/or their agents. This Plat does not Q 1�59, 5F5 / // , 3 64ap no� v VJ create o new lot and is not o subdivision. n 3 y 2. Bearings depicted hereon ore based on magnetic ^ north and oriented to the original 1994 Subdivision Plat O / /s827o' ha "(,�povedPoking ° (Dorset Land Co., Inc.) on record as Map Book 404 a 19$ 9900' 3 P +� oa _ Page 18 (Slide 310). / o $- /p°PpSE _�'I (7" O�r� N"N �279 i3E J.The on -site fieldwork for this survey was conducted Q t1 t14 2 UNEs j` `11 H in March 2018. Site detail on this plan reflects existing O \5!ied f-� a o (�! 90� pE SB234 0� 2 42E B • conditions of the time of survey. Location of ay4� ^ underground utilities or structures was NOT included. PINES HO/JSING. LP I TAX �ti0O07T24-c 4. Reference the following deeds.- Vol. IJ56 Page 42, 3442Vol. 411 Pages 651 & 642, Vol. 403 Page 606, Vol. a27 Acfe b6stb76J98 Page 505, Vol. J89 Page 476, Vol 374 Page 684. / - LJ - a...w, Aare Propdsed- n :b J� 582344?E'P 1 Pocking �^ sr ewo /� // srcewo - N827019 W paved parking lot - 581 701 O 0 _ 3 PINES /V:-at, 4d (0..70.4r, FrlLOT o N82t77' Concrete 730. \ C3 - monument found 4'above grade n f Copped -� \ - --- w I MAXRELD rebor I TAX P240-00118 end T \ m paved \ parking lot _ 25B 46 WAL7ER �I \ u�\\ - - 1pQ, Op t/ y //ems DOE TAX 11240-00120 \ \ - - - _ GREEN - - M7N pOR 1n -' - - - EASE-,1,fE-NT LENES - - TAX J7240-00122 NB270Y9 {y - - --- 3 n/f LOVES 0 TAX 11240-00124 Af OF RL nf�c� a(Jvivh'hE%on is the result of the collection and anal ysis of l �W r ord, actual fled measurements, poro/ evidence, and other state DONALq�--q' = 15,y local land records. This map was prepared in accordance with 27 VSA JOHNSl16fJ = 140J and meets the relevant Accuracy Standards in effect in June 2018, as No. s86 o described in the Rules of the Vermont Board of Land Surveyors. ' m ,,,LA����������`` Donald A. Johnston, VT LS 1686 PO Box 406, Bristol, VT 05443 /Rn9-4.5.3-.551.i1 CITY OF SOUTH BURLINGTON, VT RECEIVED FOR RECORD: 20 AT —O'CLOCK —MIN _M RECORDED IN SLIDE/VOL. PAGE_ A TTES7 CITY CLERK BWNDARY UNE AD.Als NENT PLAT PINES HOUSING, LP & PINES IV, LLC ASPEN DRIVE CITY OF SOUTH BURLINGTON CHITTENDEN COUNTY, VERMONT ATE: 8 JUNE 2018 DRAWING:18003-1 :ALE: 1" = 50 FEET SHEET 1 OF 1 50 25 0 50 100 No Text 8 10 SO COLS ON p pp, FOOTING (see elevations) 85'—V"+/_ OUT TO OU ROOF 14BOVE III — — _ � U 84'-0"+/- STUD �-VV II � II 2'-5" 4" —11 DVS- I 6'—O" 6'—p" 7'-4 3/8" 6'—O" I 6cl 7/8" I— 7II ICI \ III I VIESTIBULE= Cr2 j � °uPic2 APGI i �� i c.r c I � � ' I � I ess�:.�i a Ili = — �I HANNAH KAREN p A — 1 11�'-1 5/8" 12'-1� 1/2'' --_ ADD DESK Z I - MOUNTED_SCR N PINES ADMINISTRATIVE OFFICES G '-oil I, 5-10 5/5" I, 6'-0" _ I � '-0 1 /4" JH NEW AD D IT O - 28' X 84' f 2304 .6 _ ! 3' WIDE DOORS TO MATCH EX. (TYPICAL) T P OF CONIC. EL=302 -0 I ��C � I CONFERENCE- O I I KITCHENETTE 14'-I I/411 BREAK TH U I♦ y 42z 44 � ° 3 II 1I � •) III(casodopnI t FINISH BACK WALL WITH/00 21'-5 I/2" 111 I � PTD. "GYP. BIRD. u counter/ mailboxes 1 /2 UP 1 railings h , C idOP OF EX. CONIC. ESL-=301301'-O" ramp opi 5" FINISHED INTERIOR WALLS SHOWN (TYPICAL) 13ACK COUNTER NOT INCLUDED IN BUDGET TYPICAL INTERIOR PARTITION: 3 J" METAL STUDS 016" O.C. W/ 3 }" F.B.G. BATTS IN CAVITIES i" FIRECODE G.B. EACH SIDE. ----------------- IIS I KNEE WALL24-,6 fiISULATED W/ HDWD. CAP TYPICAL EXT. WALL: 2X6 WD. STUDS 0 16" O.C. ONE HOUR RATED TO MATCH 5 1 /2 EXISTING PINES EXT. WALLS 1 C INSULATE R-20 FGB CAVITIES I _I C. TOILET1 I I _ IIC OPEN ART,,AM 1 I FUTUREI 1 I , I IIC Date I Revm— Deb s 10 ' � I Re—i— �'�":"•° J. Graham Goldsmith pate; "�'D• �°18 Project Name: Pines Senior Living Community —Office Addition Sheet Number: Architects, PC P.C.a �4 =1 = t -o° & AS xoiED prow By: 7 Aspen Drive South Burlington. Vt 05403 MN Sheet Title: ENLARGED OFFICE PLAN 1 • 7 Kilbum Street Burlington, VT 05401 802-862-4053 Checked B: 12'-311 �12"ROUND83'-8"+/- OUT TO OUT CONCRETE _ ><O� 'BIG FOOT' FOOTING TOP OF CONC. WALL _7YP. AFFR. POST 84'-O"+/ STUD TO STUD EL=305 —0 GAP5 TOP 4 BOT. 8" THICK REINF. GONG. FOUNDATION WALL5 — — — — — - T. FOOTINGS 5EE DETAIL — --------------------- --------SE-E DETAIL ------ ------- ---------------- ----------------------=- ----- - --- ----- - Y DROP WALL AT DOOR 1 I AND WINDOW I O 1 I I 2 � Q I � �;_ IIi ;� 21" 499 6x6 SLAB ON GRADE W/ WWF -10/ I 1i01 ON 10 MIL POLY V.B. CD I ;� ® � o II z ON 12" CRUSHED STONE ON FABRIC C/-) ID TOP OF CONC. Z N z I i� EL= 02 —0 O iks)) I- � 0OIL I I I 1 l ' I z I I O 1 I U i I I I I I I � I II 1 TOP OF CON . PROVIDE SILL, ANCHOR BOLTS, ETC., EL=3O5 "PREMOLDED EXPANSION JOINT 4" CONCRETE SLAB I• THICKEN TO IS'AT EDSE TOP OF WALL E SL Y TOP OF CONIC. U N E X C A V A T E D EL. SEE PLAN EL=3OZ a cs.Lorexn- / '" % 6x6 - WI. xWl.4 WWF (EXISTING UNDERSLAB OF FIRST FL. ABOVE T A `E PLANS MIL. POLY VB. WELL DRAIN - W SRANULAR n BAGKFILL tK$D 04 a WO.G. DOWEL 04 ® 16" O.G. VERT GTR'D IN WALL _ GONT M4 ® 16" O.G. HORZ z TERNATE HOOK) #4 16" O.G. OP OF EX. CONC. 6" PERFERATED SD 5 PI TO g R p DAYLIGHT, OUTSIDE F FOOTIN - ' EL=301—O JW (3) #4 CONT. BOT. - { I MIN ' COMPACTED 3/4' CRUSHED RRS NE NNDER ALL FOOTINGS AND �� 111 R 4 4 )MIN 2'-0' WIDER THAN EACH- -- J t 4 R Q SIDE THAN FOOTING OVER SEPARATION ABR'TURBED SOIL,T1P.UN.O. O" TYPICAL DETAIL E TERIOR ON GRADE FDN. IINALL --� Date Reviebn Dote Revision SCALE: 1/2" = 1'4" 5 10 18 �Stf M�yl Date: 2018 Project Nome: Sheet Number: J. Graham Goldsmith, scO1ei pines Senior Livia Community -Office Addition s P.C./8• = : o : Non 6° Y Architects, r liDrown By: 7 Aspen Drive South Burlington, Vt 05403 `WN „f, 7 Kilburn Street Burlington, VT 05401 802-862-4053 Checked By: sneer rue:FOUNDATION PLAN 11 No Text 4 A., Note: Extend this wall +/- 12" above roof for roof crickets.--- NEW PINES ADMINISTRATIVE OFFICES ROOF: MEMBRANE ROOF WITH R-30 CONT. RIGID AV INSULATION Railing on top of curb NLNthis section only------.-, BEDROOM LIVING DINING DAIHICI OAIVIJ LIVING DINING OWIVIO Ovivii LIVI(G DINING oomicj ov;VIA BEDROOM MJ0510�8 BEDROOM M009038 BEDROOM M_ 011 113. MOOR(138 d019HTA8 BATHROOM 0 HALL '7 JJAH[ HAIL JJAH, HALL ........... [7 - ------- - j M 0 1 BATH ROOM MOORHTA8 BATHROOM 00�IH "O'� i-AE] BATHROOM \�ENTRY MASTER BEDROOM OM KITCHEN 03HOTIN Y T 30A51 T KITCHEN TRY, V3HDTI>l Y9TWj,,, 30AqQT TORAGE KITCHEN 0! 3 O'�A r OT Y�ITki4 30AqIOT J. Graham Goldsmith, Date: ApHl 3, 2018 Scale: -roject Name: Pines Senior living Community - Office Addition Sheet Number: Architects, P.C. Drawn By: 7 Aspen Drive South Burlington, Vt 05403 7 Kilburn Street Burlington, \rf 05401 802-862-4053 !UN Sheet Title: ROOF PLAN Checked By: