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HomeMy WebLinkAboutBATCH - Supplemental - 0511 Market StreetSurvey Notes - 1. Purpose of this survey and plat are to: 3. Survey was performed during January 2014 consisting of a a.) retrace the existing boundaries of two parcels of land conveyed closed -loop traverse conducted with an electronic total station to Blackbay Ventures Vill, LLC by deed of Michael A. Peters, dated instrument. Bearings shown are from Grid North, Vermont October 25, 2013 and recorded in Volume 1192 Page 45 of the Coordinate System of 1983, derived from our GPS observations on South Burlington Land Records; b.) to depict the combining of those or adjacent to the site. two parcels into one; and c.) depict a boundary agreement between said Blackbay and South Burlington City Center, Inc. 4. Iron pipe found are labeled with inside diameters. Concrete monuments found are 4" square in cross-section. Proposed 2. The line between Blackbay Ventures VII, LLC and South concrete monuments shall be 4" square with aluminum disks Burlington City Center, Inc. was shown differently on recorded plats. stamped "Civil Engineering Assocs. - VT LS 597". The new line shown is based upon an agreement between the two parties. 5. Utilities shown do not purport to constitute or represent ALL utilities located upon or adjacent to the surveyed premises. 6. Hinesburg Road width described in Town of Burlington Highway South Burlington & Roads Volume 1 Pages 34-35 (1822). City Center, Inc. V 853 A 222 5' apart Ref. Plats C & F— �^� S82'05'43'Wt 345't �a <-To Dorset St. 90' MARKET STREET 80' 1 80' - 90' Wide CityR.O.W V. 687 P. 143 (1982) �N82*2' 5'43'E S07'32'21'E trees s brush 5.00' 19.66' Soo.. Burlington ton i C' Center, Inc. Line per & Ref. V. 853 P. 222 Plats Ref. Plats C & F I 3 81 CU Adjusted Line Line per a; ^ m (2014 Agreement) Ref. Plat A b� Tax Parcel ID 0450-00002 it _ 69.87'� 13 �,.r& S82'08'59'W S82'08'53'W T-1.—fence d x 8lby St I 61by St M.F. Moore S. Chausse V. 335 P. 81 V. 469 P. 133 Ref Plat D Ref. Plat D RECEIVED FOR RECORDING IN THE LAND RECORDS OF THE CITY OF SOUTH BURLINGTON, VERMONT, AT O'CLOCK ON THE DAY OF , 20 ATTEST: , CITY CLERK APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON THE DAY OF 20_J SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS DAY OF , 20 . BY , CHAIRPERSON N82'05'43'E 345.00' I -- I N 65.186, 9, wr, 1One '1e L A nie0 O~ � I I y I j o CL 113 Hinesburg Rd. o N Chastenay Estates, Inc. o N V. 801 P. 357 Ref, Plat E trees & brush / .t .I O I Blackbay Ventures Vlll, LLC V. 1192 R 45 Ref. Plat A Total Adjusted wl Tax Parcel ID 33,245 s.f. m 0860-00137 (0.763 Ac.) S81'12'50'W 70.08' Nia 72.48' SB2'14'49'W S82'11'17'W fenc. I 4 lby SL 2lby St. A. & L. Parker C. Carpenter V. 727 P. 464 V. 433 P. 581 Ref. Plat D Ref. Plat D Tax Parcel ID nAAO-00135 garage - drive V � deck Houe�� m 1as 10 135 Hinesburg Rd. Blackbay Ventures Vlll, LLC V. 1192 P. 45 Ref. Plat A `� I S82'08'32'W 120,17' I-- et'-Y — F edge 8sc / / / !-sal 139 Hinesburg Rd. B.F. Bolton V. 380 P. 455 Ref. Plat D GRAPHIC SCALE 30 O 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. _ Tie Llne 65.0'— N61'507E -- O To the best of my knowledge and belief this plat depicts the results of a survey conducted by me as described in "Survey Notes" above, based upon our analysis of land records and evidence found in the field. Existing boundaries shown are in substantial conformance with the records, except as noted. This plat is in substantial compliance with 17 `� 2.21.14 TRC Add Survey Note 6 VSA 1403, "Recording of Land Plats". This statementent valid only when accompanied by my IQ: V Date Ch'k'd Revision original signature and seal. �e Drawn by CEA Date FEB. 3, 2014 Checked by TRC Scale 1"= 30' kol TimothyR.Cowan VTLS597 Approved by Project No. 13247 U I �I o o i 118 Hinesbug, Rd. W.& Rockwood V. 846 P. 252 I 132 Hinesburg Rd. Bell Mn mt., LLC V. 699 328 I I O - - — 138 Hinesburg Rd. J.H. Spooner V. 595 P. 434 I PROJECT LOCATION - Location -Map NOT to SCALE Referenced Plats A. "l Lot Subdivision of Property Belonging to Joanna Dubois Jenkins", last revised 11/21/1978, by Palmer Company, Ltd. Map Slide 124. B. "Corporate Circle ... South Burlington Really Corp., Property Data", dated April 1981, by Webster -Martin, Inc. Not of Record. C. "Corporate Circle ... South Burlington Realty Corp., Site Plan", dated September 1981, by Webster -Martin, Inc. Map Slide 154. D. 'Plan of Property of Harry & Came Barrett", dated July 5, 1946, by Hoag - Stone & Associates. Map Slide 4. E. "Edmund A. & Stella G. Chastenay Property", dated January 1982 by W.A. Robenstien. Map Slide 119. F. "Land to be Purchased from the McKenzie Estate by the Vermada Corp.", circa 1968, by unknown. Map Book 80 Page 99. 142 Hinesburg Rd. Roman Catholic Diocese V. 309 P. 200 I Legend - SUBJECT PROPERTY (LOT) LINE OTHER PROPERTY LINE (APPROX.) TIE LINE ONLY —ow— — —ow— — OVERHEAD WIRES �O IRON PIPE FOUND —O CONCRETE MONUMENT FOUND r-111 CONCRETE MONUMENT PROPOSED o UNMARKED ANGLE POINT 90, UTILITY POLE Boundary Adjustment Plat for: Black Bay Ventures V111, LLC and South Burlington City Center, Inc. 135 & 137 Hinesburg Road, South Burlington, Vermont civic Associares. iric, BA1 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com .0nre— rcl 2014 - 41. — aessave0 SHEET 1 of 1 0 W N r- CV m Q 0 f.� EAST ELEVATION — FACING HINESBURG RE) 2 sNORTH ELEVATION — MARKET STREET .. - t, 3 SOUTH ELEVATION — FACING PARKING LOT MARKET STREET TRIPLEXES NEW TOWNHOUSES SOUTH BURLINGTON, VERMONT M A 2 7 2014 of So. Burli REVIEW ONLY NOT FOR CONSTRUCTION 4/22A4 LEGEND ---_=36---- EXISTING CONTOUR APPROXIMATE PROPERTY LINE I I — — — APPROXIMATE SETBACK LINE - -SS— GRAVITY SEWER LINE ;' / / �'CHASTENAY ESTATES, INC. - -FM— FORCE MAIN / SO. BURLINGTON / / // #113 W — WATER LINE r -CITY- CENTER, INC. J i ' 1 - - OF.� I I - -OE— OVERHEAD ELECTRIC A -ST— STORM DRAINAGE LINE SEWER MANHOLE / — ._ ' 6" D.L _ ly - — — -_. _ - — —.. �W=— Q STORM MANHOLE HYDRANT tiI I I m ® SHUT-OFF / I _ tea, POWER POLE EXISTING EDGE OF / �,� a fO MARKET STREETMARKET STREET rL GUY WIRE j` ;�: ®� CATCH BASIN / ML EXISTING SMH I 'g C/ I RIM=322.6 PIIp91 OTHERS I INV=316.2 LOCATED BY 4 DECIDUOUS TREE ' CONIFEROUS TREE —FM—, - f EXISTING SOIL STOCKPILE rYYIYY- EDGE OF BRUSH/W00l1S - DRAINAGE SWALE 60" 36 / COTTONWOOD I EXISTING 6" TIMBER W ! D . COTTONWOOD _ / v - ._. T -EXISTING SOIL STOCKPILE �\ - - I I a's— / S EXISTING I I m A A E DRIVEWAY / n/f 1 -yam\ I / I I % 10) }I S0. BURLINGTON < I CITY CENTER, INC. I E 1 I I .t I/r HO � ErJSTINP HOUSE / TO GAGA BE f�EMOVED I I GE BL CKBAY BLACKBAY Nag I I VENTU S VIII, LLC\\ VENTURES VIII, LLC `\ / I I � EXISTING STOCKADE FENCE ni EXISTING VINYL FfFIQCE - EXISTING EXISTING Q I 12" 2 BOLA �I /, GARAGE STONE WA L W CEDAR \, EXISTING CHAIN VI EXISTING WIRE FENCE I I 1 / 1 LINK FENCE V, / n/f �n/f / dE9YCT I ACRE/ CHAUSSE #10 / 8 / / # # / I 6 II I I I i I I i 1 II I 1 II I I I I / t n/f f/ n/f I 1 I PARKER CARPENTER // 1 '� #q / #2 / / I / I r r / / / r n/f BOLTON #139 \ I II n/f LAHUE # 145 IBY STREET � I I EXISTIN x F HOUS w I I � I I / I I I I EXISTIN HOUSE � I I I I I I I I I I I I I I I I I I I GRAPHIC SCALE I I I I I IN ELT > I I I 1 i=h = 20 fL SITh +ENGINEER: n/f ROCKWOOD #118 CIVIL ENGINEERING ASSOCIATES. INC, 10MANSFIElDV1EWLQC SOUIHBUR NGTON, 170M aozaeazw swe eozmann ..a' »»w.ceo-vtca° (0 2 - ---_— DRAwNcvi MAB CNECKFO SAV SAV a n/f OWNER: POULIN #126 BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD - SHELBURNE VT05482 n/f BELL PROJECT: MANAGEMENT, LLC #132 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON n/f VERMONT05403 SPOONER #138 I I I I n/f ROMAN CATHOLIC DIOCESE CHURCH I #142 �- MAY 2 7 20" M ty of So. Burlir- * PROJECT' LOCATION LOCATION MAP NI5 DATE CHECKED RiYf8I0N 01/2S/14 SAV PIWUMINAHY PLNi SET EXISTING CONDITIONS SITE PLAN UA'1'E MARCH 26, 2014 6C 1"=20' PA°° 247 OHAAIV4 .YUMUAA C1.0 LEGEND / -- EXISTING CONTOUR T / r X, r APPROXIMATE PROPERTY UNE I r APPROXIMATE SETBACK LINE I - -SS- GRAVITY SEWER LINE r� t / j i� n/f / -- -FM- � FORCE MAIN i t CHASTENAY ESTATES, INC. t rn/f / SO. BURLINGTON i J #113 - - w - WATER LINE � --CITY--CENTER, INC. - -OE- OVERHEAD ELECTRIC � \OF.\ I r - -ST- STORM DRAINAGE LINE QS SEWER MANHOLE Q STORM MANHOLE HYDRANT 1 ® SHUT-OFF VERIFY FINAL LOCATION OF PEDESTRIAN PROJECT TO INCLUDE INSTALLATION OF PATH W/ CITY OF SOUTH BURLWGITON SUBBASE FOR FUTURE MULTI -USE POWER POLE PRIOR TO CONSTRUCTION 1' RECREATIONAL PATH. COORDINATE WITH CITY OF SOUTH BURLINGTON. -� GUY WIRE , MARKET STREET • CATCH BASIN /n I .: DECIDUOUS TREE ( 4M7 ( � SEiBACk CONIFEROUS TREE - •---- iYwv EDGE OF BRUSH/WOODS � - DRAINAGE SWALE 3`"/ I I I 1 I I 1 MAIL BpX- n/f SO. BURLINGTON CITY CENTER, INC. 1 I I �i12.d I PROPOSED I t120.PROPOSEDI 0tL.Jt;� 1 2 STORY MIN. 31UNIT BUILDING 1 2 STORY 3I[IND' BUILDING FF=324.7 1 I I FF=325.2 I I it I 25 1 PROVIDE CONCRETE WALKWAY TO FUTURE MULTI -USE PATH 1; PROPOSED I - 14.d 1 2STORY I 3�NIT BUILDING' FF=32, I I BIKE RACK In-0 I IPROPOSEDI 2 STORY I =1 3 `INIT BUILDING S 1 FF=326.2 I 1 I I i 1 ® l } SUBSURFACE \ SUBSURFACE BLACKBAY BLACKBAY \ INFILTRATION SYSTEM \ INFILTRATION SYSTEM VENTURES VIII, LLC o ♦` VENTURES VIII, LI C \ CENTRAL DI�TjiI 'T 3- ® ® CENTf�L DISTRICT 3 EU -_-- RE�SIDE �rNT1A�L�4 11 - NEW RETAINING WALL N RESIDENTIAL 4 he F I� d 0 1 / EXISTING - PROPERTY LINE TO t BE DISSOLVED NEW 6HIGH WOOD STOCKADE FENCE r n/f BOLTON r' #139 jl,// I I l i n/f I n/f ii PARKER CARPENTER /f f / n/f / f{ #4 I #2 QCT OORE i CHAUSSE t' 0 #8 #6 I I i ti I� I i I I n/f / GENERAL NOTESUE ; EXISTING GARAGE 1. Utilities shown do not purport to constitute or represent all utilities located upon 10. The tolerance for finish grades for all pavement, walkways and lawn areas shall I I or adjacent to the surveyed premises. Existing utility locations are approximate only. be 0.1 feet. I The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to 11. Any dewatering necessary for the completion of the sitework shall be considered - - any construction. as part of the contract and shall be the Contractor's responsibility. 2. All existing utilities not incorporated into the final design shall be removed or 12. The Contractor shall coordinate all work within Town Road R.O.W. with Town - - - - - - - - - - - - - abandoned as indicated on the plans or directed by the Engineer. authorities. 3. The Contractor shall maintain as -built plans (with ties) for all underground 13. The Contractor shall install the electrical, cable and telephone services in utilities. Those plans shall be submitted to the Owner at the completion of the accordance with the utility companies requirements. project. 14. Existing pavement and tree stumps to be removed shall be disposed of at an IBY STREET 4The Contractor shall repair/restore all disturbed areas (on or off the site) as a approved off -site location. All pavement cuts shall be made with a pavement saw. direct or indirect result of the construction. 15. If there are any conflicts or inconsistencies with the plans or specifications, the 5. All grassed areas shall be maintained until full vegetation is established. Contractor shall contact the Engineer for verification before work continues on the item in question. 6. Maintain all trees outside of construction limits. 16, Property line information based on Plat prepared by Civil Engineering Associates 7. The Contractor shall be responsible for all work necessary for complete and entitled 'Block Bay Ventures VIII LLC and South Burlington City Center, Inc. (Draft) 2 DRIP EDGE PER DETAIL til x h O �I W U I "_0 - -- -OE- II - 5 BIKE CAPACITYI BIKE RACK 1 (TYP FOR 2) M DUMPSTER U ENCLOSURE of SNOW � I STORAGE 2 U � F1UUJ� I I EXISTIN HOUSE i n/f ROCKWOOD #118 I n/f POULIN � � #126 I 4 I n/f BELL MANAGEMENT, LLC #132 I I I I n/f SPOONER #138 I ZONING REQUIREMENTS: - - -ZONING DISTRICT: CENTRAL DISTRICT 3 operable facilities and utilities. dated February 2, 2014 revised February 21, 2014. This plan is not a boundary GRAPHIC SCALE - survey and is not intended to be used as one. 8. The Contractor shall submit shop drawings for all items and materials incorporated into the site work. Work shall not begin on any item until shop drawing 17. If the building is to be sprinklered, backflow prevention shall be provided in approval is granted. accordance with AWWA M14. The Site Contractor shall construct the water line to two feet above the finished floor. See mechanical plans for riser detail. 9. In addition to the requirements set in these plans and specifications, the ( IN FEET ) Contractor shall complete the work in accordance with all permit conditions and any I loch - 20 It local Public Works Standards. n/f ROMAN CATHOLIC DIOCESE CHURCH #142 CATEGORY REQUIRED EXISTING* PROPOSED COVERAGE 50% 80% 5.6% 7.7% 26.5% 72.7% BUILDING TOTAL SETBACK 0-8d 0-80' 5' 5' ±11.T ±9.9 ±300.0' t30.7 t4a7 ± 1.0 ±20.0' ±51.4' FRONT YARD FRONT YARD SIOEVARD SIDEYARD BUILDING HEIGHT 35 32' ADV. PROPOSED PRIMARY F.A.R. RATIO 0.5 15600 / 33229 I *F.A.R. RATIO INCLUDES ONLY FINISHED AREA SITE "ENGINEER: C E CIVIL ENGINEERING ASSOCIATES INC. 10 M"FIELD NEI INE, S01/IHBURINJ(:TON, VI 05M eszaeaxsu FAX eDseeamr rwb: www.ces amm �aPnaaer � ear. - a,, warrre exaxrwxa DRAVN MAB C.c.. SAV MPe- SAV OWNER BLACKBAY VENTURES VIII, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 054B2 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 LOCATION MAP NST sXvUi ON P-IMe1AeY vLM ser PROPOSED CONDITIONS SITE PLAN MARCH 26, 2014 aa. r a .ndDce sa C 1.1 1" =20' 13247 LEGEND SPCB ,. GINEER: c EXISTING CONTOUR APPROXIMATE PROPERTY LINE I I — — --- APPROXIMATE SETBACK LINE I I I — —SS— GRAVITY SEWER LINE I o — —FM FORCE MAIN ---CONTRACTOR TO VERIFY I I — — W — WATER LINE EXISTING UTILITY LOCATIONS PRIOR TO I — —OE— OVERHEAD ELECTRIC CONSTRUCTION(IYP.) OE'� — —ST— STORM DRAINAGE LINE ._ SEWER MANHOLE - - - - - V/ - —g STORM MANHOLE I HYDRANT INSTALLI5'CAP -_.__ _.__-___. -_. ..._ _._. ...._. __. ® SHUT-OFF FIELD VERIFY LOCATION NEWSMIJI I I � ¢, POWER POLE AND ELEVATION OF IX. FORCE MAIN RIM-320,0* ,�,=9,,.2 EXISTING EDGE OF yFtO 1 -� GUY WIRE MARKET STREET MARKET STREET s 1i SERWCE(TYP.) gl� (®� BASIN 30' OF 4' SCR. 40 EXISTING SMH GAO I I CATCH PVC CASING . OTHERS DECIDUOUS TREE 'S ;P NIV=316.2 Lp�A1£O BY I I CONIFEROUS TREE - -- - F4 _ I ,FOR MEIN — — —F — — — 4" S R 35 PVC- ( YYYY- — EDGE OF BRUSH/WOODS — —F _ _ _ _ _ _ _ _ _ _ 0.ot14 t . FT MIN. G — DRAINAGE SWALE y � IINr��V I I CIVIL ENGINEERING ASSOCIATES INC. 10 MM5RELD VIEW LANE, SOUMBURLINGTON, VT OM ao2-0eLaszv rAx: eoaaer-zzn .ea www.c..Yc�a cocrucxr ©zeta - Aa. wcxre ResaR _ DRA_ MAB cucul) SAV --is SAV OWNER BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 TIE INIll 2'NO-BLOWTEE TRANSITION FITTING. 2' PROJECT: END GAS MAIN Wl 2' - - .,� J - - I I I I BALL VALVE Wl HH. EXT. PURGE POINT CAP. L OCATION BOX OVER TEE LOC. BOX OVER END I PROPOSEDI 12 12 ; i IPROPOSEDI 12 ,I 1 PR PROPOSE I I 12 UNIT STORY 31 UNIT BUILDI%G 3, STORY 3 �JNR' BUILDING i STOR 31I1/NR BUILDING I 2 STORY 3 �1NIT BUILDING I HOUSING PROJECT FF=324.7 i i 1 FF-325.2 FF=325.7 I FF=328.2 I I a N 1 t ----- --- ----- -- - ----- i ----- ----- -- - ----- 1 � t --- - - --- ----- - - - - - ----- FD -- -_- ' - - - - I--- ----I -- ---- - I - - -- ----- ROAD FD ----- - f 35 HINESBURG --- 1 / I I SOUTH BURLINGTON VERMONT 05403 25 ST S PROPOSED FOUNDATION I i SUBSURFACE SUBSURFACE DRAIN TO DAY LIGHT. I INFILTRATION INFILTRATION COORDINATE ELEVATION SYSTEM SYSTEM & LAYOUT W/ 5" HOPE — STRUCTURAL PLANS I - - Sr 1 NEW DMH#1 E%ISTING STOCKADE FENCE RIM=321.82t NEW CB #2 INV. IN=317.5 (S) RIM=321.8 INV. OUT=317.5(E) INV.=318.5 INV. OUT=317.5(N) NEW C8 #1 INV. IN. (6")=318.5 RIM=321.5 WEIR INV.=318.4 INV. IN=317.9 INV. OUT(15")=317.8 NEW DMH#2 (5'0) RIM=321.62f INV. IN=317.7 (S) INV. OUT(15")=317.5(N) INV. OUT (12")=317.5(E) I I WEIR INV.=318.0 I I I I I I I I I I I UTILITY NOTES 1. Future Market Street Utilities and Market Street layout shown are based on plans prepared by Vanasse Hagen Brustlin, Inc. entitled "South Burlington - Market St." dated March 24, 2014. 2. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field Verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 3. Final location of proposed underground electric based on plans by others. NEW CB #4 U£ RIM=32D£ T INV.=320.0.0 - - —� c I I EXISTING EXISTING I I /. GARAGE STONE WA L EXISTING WIRE FENCE EXISTING CHAINLINK FENCE I I NEW CB #3 322.4 RIM IN=31=.6 319.5 F onINV. OUT INV. OUTEXISTIN HOUS I I I I I I I I I I I EXISTIN I HOUSE I I I I I f N I I I I - I I I I I I I I I I I I - - - - - - - - - - GRAPHIC SCALE I 7 2,014 p ( IN FEET) w I I L Lech - 20 fL I I LEXISTING VINYL FENCE NEW DMH#3 RIM=322.45t I INV. IN(12")=318.9 (E) INV. OUT=317.9(W) WEIR INV.=319.7 NEW DMH#4 (50) RIM=322.6 INV. IN=319.1 INV. OUT=319.0(W) INV. OUT=319.0(N) WEIR INV.=319.5 I I I I I LOCATION MAP nrrs nAre c�ctao Revisiox 34/25/14SAV I PREUMINARY PLAN SET PROPOSED UTILITY PLAN SneING NUNseR MARCH 26, 2014 e io C 1.2 i'RUJ. No. 13247 LEGEND - ---sse--- EXISTING CONTOUR APPROXIMATE PROPERTY LIN" - - - APPROXIMATE SETBACK LINE I - -SS- GRAVITY SEWER LINE o m -FM- FORCE MAIN / �' ' - - W - WATER LINE - OE- -ST- OVERHEAD ELECTRIC STORM DRAINAGE LINE/ QS SEWER MANHOLE �' _ - - _ _ - .- --______ -.- - -OE - _- STORM MANHOLE HYDRANT / ® na, SHUT-OFF POWER POLE i -� GUY WIRE 1 EXISTING EDGE OF MARKET STREET MARKET CATCH BASIN 1^ ,5TREET EXISTING SMH i / a DECIDUOUS TREE I NV=312 16.2 / CONIFEROUS TREE 1 i / - - --- - - - - - - - - -- - - - - -�- - - - - - - - - - - - - YY iYY' EDGE OF BRUSH/W04b5- 5 t/i- / -- DRAINAGE SWALE -- / za-� 320.1 _ Y _ I - - +H �P_I 320 75S2�-� 2-11- r4] _ It 321.59 ' :.' :'1 321-Ia+ 321.80 'PROPOSED PROPOSEDI J 1 I 1 2 STORY 31UNIT BUILDII IG 2 STORY 3 'NIT BUILDING \ FF =324.7 I FF=325.2 1 M i TC32 .. ,. a .. , y" B .9 322.4 BC32 9 BC 23.0 .i PROPOSED FOUNDAPON I I SUBSURFACE \ SUBSURFACE INFILTRATION --DRAtW TO DAY LIGHT. INFILTRATION COORDINATE ELEYAT10N SYSTEM SYSTEM & LAYOUT W/ STRUCTURAL PLANS ST Hop EXISJN4C STOCKADE FENCE ! 1 `E%ISTING VINYL7FENCERIM=321.82f NEW DMH#1 I 11 ro IN=317.5 S NEW CB #2 RIM=321.8 NEW DMH#3INV. RIM=322.45tO OUT=317.5(E) INV.=318.5 INV. IN(12")=318.NV. INV. OUT=317.5(N) NEW CB #1 / WEIRV. ONV-33. 7 INV. IN. (6")=318.5 RIM=321.5 WEIR INV .=318.4 . � INV. IN=317.9 / NV. OUT(15")=317.8 NEW DMH#4 (5'0) j - � I RIM=322.6 I / INV. IN=319.1 / ' NEW / INV. OUT=319.0(W) -. RIM=324.62f o INV. OUT=319.0(N) -' INV. IN=317.7 (S) i' INV. OUT(157,)=317.5(N) ' WEIR INV.=319,5 I NV. OUT (2")=317.5(E)' WEIR INV.=318 I i i I I I I I I I I -- 1- PR DI 2 STOR JNTF BUILDI�G FF=325,7 I I J%%� 1 321 9�2 - + 322. 20 + 322.32 f j I PROPOSED 1 ; (324.7 GRADE 2STORY 1 1V I TO DRAIN 3 � NIT BUILDING ¢ } FF=326.2 Ia .Y I 24.7 . . NEW CB #4 RIM=322.7 T r _._ pjg' NV.=320.0 `7�l EXISTING WIRE FENCE \ XISTING CHAIN \ LINK FENCE NEW CB #3 \ RIM=322.4 INV. IN=319.6 d INV. OUT=319.5 i f I 1 777,7=, EXISTING GARAGE EXISTING STONE W i HOUSF�� I EXISTIN HOUSE I I I I I I SITE ENGINEER: C CIVIL ENGINEERING ASSOCIATES, INC, 10 MVERELD VIENLANE, SOUTH BURLINGTON, VT 05403 soz esazBZY Fac eozaeann ,wee-,wseo-tcon. ­UR Gur (c^ z neaxN MAB IRE-B SAV SAV OWNER BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 LOCATION MAP I N1S DATE � c�cseo' EsvrsioM a4/25/14 sPV PFELMINPRY PLNi SET PROPOSED GRADING AND DRAINAGE PLAN 1. Future Market Street Utilities and Market Street layout shown are based on plans prepared by Vanasse Hagen Brustlin, Inc. a uwa1NG NUMBER entitled "South Burlington - Market St." dated March 24, 2014. - - - - - - - - - - - - - - - - - - - - - - MARCH 26, 2014 GRAPHIC SCALE 2. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. loscnEe Existing utility locations are approximate only. The Contractor 1" = 20' C1.3 shall field verify all utility conflicts. All discrepancies shall be - sported to the Engineer. The Contractor shall contact Dig Safe ( IN FEET J I rrso�. rer,. (888-344-7233) prior to any construction. I inch - 20 ft. 13247 1 �- LEGEND _ EXISTING CONTOUR tt / APPROXIMATE PROPERTY LINE � — - — — APPROXIMATE SETBACK LINE 9 — —SS— GRAVITY SEWER LINE i — —FM FORCE MAIN — — W WATER LINE —OE OVERHEAD ELECTRIC —� --ST— STORM DRAINAGE LINE Q SEWER MANHOLE STORM MANHOLE HYDRANT GM ® SHUT-OFF P P 2—HA 1—RRE 4—BS •o., POWER POLE 1—PJM 2-13S GUY WIRE [j •W CATCH BASIN DECIDUOUS TREE CONIFEROUS TREE L _ rYYY­V'— EDGE OF BRUSH/WOODS — DRAINAGE SWALE y —� I Plant Schedule Quantity Key Botanical Name Common Name Size Trees decidious 4 AS Acer saccharum Sugar Maple 2-21/2" 3 QR Quercus rubra Red Oak 2-21/2" 10 CP Comus altemifolia Pagoda Dogwood 5-6' 4 CM Comus m. 'Golden Glory' Golden Glory Dogwood 2" Trees ever reen 2 TS Pseudotsu a menziesii Douglas Fir 6'-8' Deciduous Shrubs 11 MP M rica pens Ivanica'Nordic' Nordic Bayberry (semi —evergreen 18"-24" 17 CH Cotoneaster horizontalis Rockspray Cotoneaster #3 2 HA H dran ea arborescens 'Annabelle' Annabelle Hydrangea 4-5' 5 SJ S irea' onica'Neon Flash' Neon Flash S irea #7 Ever reem Shrubs 10 AZ Azalea Northern Light Series 18"-24" 36 BS Boxwood - Green Velvet Buxus Microh Ila 18"-24" 3 TBR Taxus baccata Re andens Creeping En Iish Yew 18"-24" 12 TMD Taxus media densifonnis Dense Spreading Yew 18"-24" 4 RRE Rhododendron roseum ele ans Roseum Ele ans Rhododendron 34 5 JPN Juni erus procumbens 'Nana' Dwarf Japanese Garden Juniper 1#3 4 PJM Rhododendron compact clone Compact P.J.M. Rhododendron 2' 7 IG Ilex labra'Shamrock' Shamrock Inkberry 1#5 iI / l I � v UNDER PLANT ALL BEDS FACING r MARKET STREET NTH PACHYSANDRA / t t / SITE c&GINEER: I C I CIVIL ENGINEERING ASSOCIATES III 10bWFIElDNEWIANE SOURIBURLINGTON, VTOM Bog-081-43]3 FAzBOA88L1T1t xe6"xw.ceo-N.can _ _. ._ _ (O e ➢��cRr MAB C.— SAV APPR SAV OWNER: a BLACKBAY VENTURES VIII, LLC a 226 RIDGEFIELD ROAD I SHELBURNE VT 05482 I PROJECT: ® 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 AL GRASS I I PER DIED BY HENK, RLA 1 PROJECT' LOCATION LOCATION MAP NT9 nATB c— RMSIM 04/25/14 SAV P—MINARY PLAN SE �NIF ���_ PROPOSED LANDSCAPING ,:Y 2 7 2014 PLAN GRAY91 op. Burlington BAT- BR.w➢.� NareeR A MARCH 26, 2014 LS 1 1"=20' ( IN FEET ) I inch = 20 ft. Pm. No. 13247 SITE -ENGINEER: C 4" BITUMINOUS CONCRETE PAVEMENT: 1 1/2' TYPE III FINISH COURSE 2 1/2" TYPE II BASE COURSE 000000"0"°••o 0 nwT nco c nvn� - rirvcro�o"o"o"o�o�o� 0°0°0°o AOSPEC 704 U5 P0000000000000a ? 15' CRUSHED GRAVEL - COARSE AOT SPEC. 704.05 < --COMPACTED SUBGRADE---_ STABILIZATION FABRIC MIRAFl 50OX OR APPROVED EQUAL TYPICAL ROADWAY SECTION NTS. SIDEWALK WIDTH AS SHOWN ON PLANS F5" CONCRETE SIDEWALK �U 6•, 8" GRAVEL SUBBASE 6• ZUNDISTURBED SOIL OR APPROVED COMPACTED NOTES: GRANULAR FILL 1. EXPANSION JOINTS SHALL BE PLACED EVERY 20' AND SHALL BE CONSTRUCTED OF PREFORMED JOINT FILLER (1/4 CORK OR BITUMINOUS TYPE) 2. BETWEEN EXPANSION JOINTS THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. TYPICAL SIDEWALK DETAIL MS CONCRETE OR TOP COURSE BITUMINOUS BRICK PAVERS CONCRETE PAVEMENT 1/2- R. 6' (SEE ARCH. PLANS) BASE COURSE BITUMINOUS 7" -"-- - ';.�5' CONCRETE PAVEMENT 0 0 0 0 0 0 ' 18 oaae000e000a 6. _o°o�o„o„o„o„o„o„o„o„ CRUSHED GRAVEL 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8" JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2- SPONGE RUBBER OR CORK). 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK AND CONCRETE CURB TOP. CURB w/SIDEWALK DETAIL N.T.S. lull k;ULI CONCRETE PA BASE COURSE CONCRETE PA 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8- JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2' SPONGE RUBBER OR CORK). CURB DETAIL N.T.S. CURBING AND / OR__7�_j EDGE OF PAVEMENT IH 4" WHITE PAINTED STRIPES STANDARD PARKING SPACE LINE STRIPING DETAIL 4' WASHEE STONE FRC SAND & GI APPROVED N.T S. HANDICAP SIGN CURBING AND / OR_7v__� EDGE OF PAVEMENT IIII f 18 4" WHITE PAINTED STRIPES --/ �X- HANDICAP PARKING SPACE LINE STRIPING DETAIL MULTI -USE PATH CONCRETE SIDEWALK NOT PART OF THIS PROJECT 4 0,015 I� 8" DENSE GRADED -- - CRUSHED STONE UNDISTURBED SOIL OR APPROVED COMPACTED NOTES: GRANULAR FILL 1. EXPANSION JOINTS SHALL BE PLACED EVERY 20' AND SHALL BE CONSTRUCTED OF PREFORMED JOINT FILLER (1/4 CORK OR BITUMINOUS TYPE) 2. BETWEEN EXPANSION JOINTS THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. TYPICAL MULTI -USE PATH DETAIL NTS " DETAIL BASED ON TYPICAL SECTIONS PREPARED BY VANASSE HAGEN BRUSTLIN, INC. FOR SOUTH BURUNGTON MARKET ST. DATED X./14 MIRAFI 140NS DRIP EDGE AT BUILDING W1 UNDER DRAIN N.T.S. NTS. SLOPED ROOF 4" TOPSOIL }T�7/D' I 49 1/B' BIKE RACK (PARK -IT -BIKE RACKS) OR APPROVED EQUAL N.T S. SCALLOP STOCKADE BOARDS %" X 3)!" PLANED BOARDS, DOUBLE NAILED TO BACK RAILS COMES IN HEIGHTS 4'-8- ALL STANDARD SECTIONS ARE 8' IN LENGTH PLUS 3)5- FOR POST STOCKADE FENCE 8' LAP JOINT STEEL STAKES HOT ROLLED STEEL PLATE 3/16- X 4" X 16'-0- PRIMED & PAINTED W/ 2 COATS BLACK PAINT 8" 15" X 3/16' STEEL STAKE ELEVATION STEEL EDGING — HOLD 1/4" BELOW FINISH GRADE OF PAVING, ANY EDGING THAT IS FLUSH OR ABOVE THE FINISH GRADE OF THE BRICK 4' WASHED RIVE BUILDING SEE DRIP LINE DETAILS WILL BE REJECTED STONE FROM HINESBURG FOR MATERIALS FINISHED GRADE/ SAND & GRAVEL OR PLANTING AREA APPROVED EQUAL OR LAWN— SEE PLAN FOR MATERIAL FINISH GRADE �6• METAL EDGING � DETAIL 15" X 3/16" STEEL STAKE THIS SHEET NOTE: INSTALL PER MANUFACTURER'S FILTER FABRIC SPECIFICATIONS FOR PAVER EDGING MIRAFI 140NS,c� STANDARD DRIP EDGE AT BUILDING W/O UNDER DRAIN N.T.S. METAL EDGING N.T.S. CIVIL ENGINEERING ASSOCIATES, INC, 10M0WSFIEIDWETNLAW,, SOUMBURUNGTON, VT 0 B04265003 2= FAX' Ysd84Yl11 , . wxw.ceo- = DRAIIN MAB OR—D SAV /.PPPOPED SAV OWNER: BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 Q _FT _._. SITE DETAILS MARCH 26, 2014 s— C2.0 AS SHOWN " 1324T TOPSOIL, RAKE; SEED & MULCH MANHOLE WALL MANHOLE OPENING ABOVE '-0" MIN. ADIUS PLAN LEBARON FRAME & COVER �LC266 TYPE C OR EQUAL ADJUST TO MEET FINISH GRADE. FINISH (;RAnF I - SET FRAME ON FULL MORTAR BED & SEAL JOINT ---12" CONCRETE RISERS 0 FOR ADJUSTMENT F U N POLYPROPYLENE MANHOLE z 24" STEPS ®8" O.C. 0 U WATERTIGHT JOINTS USING w o MASTIC OR RUBBER GASKET �F m N 48" COAT EXTERIOR OF ENTIRE MANHOLE WITH A WATERTIGHT SEALANT (2 COATS) �w ! CAST IN PLACE FLEXIBLE MH SLEEVES OR APPROVED EQUAL a 1" RISE (TYP. ALL PIPES) N a °a USE 3" (MAX.) STUBS AT ALL MANHOLE PIPE CONNECTIONS uo CONCRETE FILL TO HIGHEST CROWN OF PIPE UNDISTURBED 12" MIN. SOIL OR ROCK CLASS B CONCRETE SHELF AND INVERT 6" MIN. CRUSHED ELEVATION STONE BEDDING NOTES: 1. INVERTS TO BE CONSTRUCTED ONLY AFTER SUCCESSFUL COMPLETION OF LEAKAGE TEST. 2. EXTERIOR JOINTS SHALL BE SEALED ONLY AFTER SUCCESSFUL COMPLETION OF LEAKAGE TEST, 3. INTERIOR JOINTS SHALL NOT BE GROUTED. 4. IF DEPTH OF MANHOLE IS 7' OR LESS FROM RIM TO CENTERLINE INVERT, THEN A FLAT TOP SHOULD BE SUBSTITUTED FOR THE CONE SECTION. TYPICAL SANITARY SEWER MANHOLE N.T.S. FLOW r4" 22 1/2 OR FLOW r4" 22 1/2 CR _ I __ / 45 ELBOW -1 _ / 45 ELBOW 45 WYE 45 WYE 4" MIN. SDR 35 SADDLE 4" MIN. SDR 35 PVC SEWER SERVICE. CONNECTION PVC SEWER SERVICE. CONTINUE TO PROPERTY CONTINUE TO PROPERTY LINE 0 MIN. SLOPE = LINE 0 MIN. SLOPE _ SEWER MAIN 1/4" PER FT. EXISTING 1/4" PER FT, SEWER MAIN STAINLESS STEEL CLAMP PLAN (NEW CONSTRUCTION) PLAN (EXISTING PIPE) 4" MIN. SDR 35 PVC 4" 22 1/2 OR 45 ELBOW SEWER SERVICE NOTES: ROTATED AS REQUIRED 1. CONTRACTOR TO PROVIDE 3 LOCATION TIES TO END SEWER MAIN OF LATERAL TO BE INCLUDED ON "AS -BUILT" DRAWINGS. END TO BE PLUGGED WITH 4" PVC WATERTIGHT PLUG AND MARKED W/ 2"x4" BOARD EXTENDING FROM SEWER TO 2' MIN. ABOVE FINISH GRADE. (IF CONSTRUCTION IS NOT CONCURRENT WITH LATERAL) 2. SEE TYPICAL TRENCH FOR BEDDING AND BACKFILL ELEVATION REQUIREMENTS. SEWER SERVICE CONNECTION NTS ° o0 NOTES: 1. Typical trench for water, sewer, and drainage pipe. Note: All work to be performed in accordance with the Specifications and Details for the ADJUSTABLE IRON CURB BOX WAID MARKED "WATER" 1" MAX o oopOo°°oo °° °000° ° a° pOo°OpOoo°oo°°o°o' 2. Compaction of backfill and bedding shall be a minimum of 909E (95% under roadway surfaces) Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain 1-- FINISH GRAD E of maximum dry density determined in the Water District, the City of South Burlington, standard proctor test (ASTM D698). and the Village of Jericho. Details should APPROVED BACKFILL be modified to the above reference specifications. THOROUGHLY COMPACTED 3. Bedding material shall not be placed on frozen IN 8" LIFTS subgrade. ° •� 2" OF RIGID INSULATION 4. Approved backfill shall not contain and stones - TO BE INSTALLED WHEREVER more than 6" in largest dimension, 2 maximum MINIMUM COVER CANNOT diameter within 2' of the outside of the pipe, BE MAINTAINED & ALSO or any frozen, or organic material. INSTALL A GOOSE D 2'.. APPROVED BY THE ENGINEER 5. Trenches shall be completely dewatered prior to ,HATER MAIN NECK LOOP PIPE placing of pipe bedding material and kept dewatered during installation of pipe and backfill. YCORPORATION °pO ° 6. The sides of trenches 4' or more in depth entered STOP MUELLER H-25008 THOROUGHLY COMPACTED by personnel shall be sheeted or sloped to the "K' °Oo ° BEDDING MATERIAL angle of repose as defined by O.S.H.A, standards. TYPE CE COOREASHOWN 0 o p o°p ° oo° 7. Bedding material for wastewater lines shall consistL of 3/4" crushed stone. S ON PLAN UNDISTURBED SOIL OR ROCK For water lines bedding material shall be sand. TYPICAL TRENCH DETAIL N. I.S. FINISH GRADE 1"X6" PRESSURE TREATED — LUMBER STAKED 4' O.C. IMPERMEABLE LINER 3's TO 1 IW a CLEAN WASHED DRAINAGE STONE GRANULAR BACKFILL—_ (TYP.) 6" SDR 35 PERF. PVC 3/4" WASHED STONE WRAPPED W/ DRAINAGE FABRIC. COORDINATE / DRAINAGE W/ ARCH. STRUCTURAL DETAIL TOP OF FTG. ELEV. PER STRUCTURAL PLANS SITE ENGINEER: C CIYIL ENGINEERING ASSOCIATES. INC, 109414F1ELDWEWIANE, SOUTHBURDNGTON, VTORM eD:ae4xRas FILCeozasi-nn »m: ,ww.ceo-K.com °D�DGs, rot Po,. - .p. wGRTR ResxRrsp DRAIIN MAB CKc"D SAV CURB STOP APPRDVBD SAV MUELLER B 25208 (or CAMBRIDGE BRASS) OWNER: 4"x8"x16" SOLID CONCRETE BLOCK UNDISTURBED SOIL Submit a sample to the Engineer for approval. WATER SERVICE CONNECTION 8. In trenches with unstable materials, trench bottom shall first be stabilized by lacement of filter fabric then crushed stone (3�4" maximum). FACE OF BUILDING FIN. FL( STRUCTURA 4 ±2' 18" MIN. CLEAN WASHED "CONCRETE" SAND SEPARATION FABRIC 6" PERFORATED SDR 35 00 OR HOPE, SEE PLAN FOR INVERTS DRIP EDGE & FOUNDATION DRAIN DETAIL N.TS. EL PER . PLANS WATER SEWER MINIMU BETWEI WATER SEWER NOTES: 1. AT CROSSINGS, ONE FULL LENGTH OF WATER/SEWER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER/SEWER AS POSSIBLE. 2. IF THE SEWER MAIN IS OVER THE WATER MAIN, THE FIRST SEWER PIPE JOINTS ON EACH SIDE OF THE WATER MAIN MUST BE CONCRETE ENCASED. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. 3. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE 18" SEPARATION, THE SEWER MATERIALS SHALL BE WATER MAIN PIPE OR EQUIVALENT AND SHALL BE PRESSURE TESTED TO WATER MAIN STANDARDS. 4. WATER MAINS AND SEWER LINES OR MANHOLES SHALL HAVE AT LEAST 10' HORIZONTAL SEPARATION. THIS DISTANCE SHALL BE MEASURED EDGE TO EDGE. WATER/SEWER CROSSING DETAIL N.T.S. RECL MA1 2 7 614 "ity Of S®. Burlington BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 I OA/1' ➢ATE ICHECE&DI R6VID1W1 SAV PRELIMINARY PLAN SET UTILITY DETAILS pATT DR -MG NUM➢ER MARCH 26, 2014 scA ASSHOWN C2" 1 PRO. Ro. 13247 } PAVEMENT PAVEMENT FLOOR BOX FRAME AND LID W/S.S GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES. <35% FINES. COMPACT IN fi IN LIFTS TO CAP SCREW LID CLOSURE 96%PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, OR WW W.STORMTECH.COM.M CLEANOUT WITH SCREW -IN CAP VERLAP NEXT CHAMBER HERE FOR UNPAVED INSTALLATION WHERE RUTTING FROM VECHICALES MAY OCCUR, INCREASE CLASS "C" CONCRETE REST 14 PL COVER TO 24 INCHES. .5' 12 PL VALLEY 13 PL 5.8' AASHT0 M288 CLASS 2 NON -WOVEN GEOTEXTILE AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE %-2INCH WASHED, CRUSHED, ANGULAR STONE SG310 CHAMBER START EN -� 18, MIN. 96" MAX 4-PVC RISER BB" BUILD ROW IN ION S'MIN. MIN. MAX, 1 DEPTH of STONE To STORMTECH SC-310 CHAMBER BE DETERMINED BY CORRUGATION DETAIL DESIGN ENGINEER INSPECTION PORT TO BE Nor7o SCALE (8' MIN.)' ATTACHED THROUGH KNOCKOUT LOCATED SC-310 CHAMBER AT CENTER OF CHAMBER SC-310 END CAP FOR STORMTECH DE ION ENGINEER IS RESPONSIBLE FOR S' MIN. 34' 12' MIN. TYP. INFORMATION CALL 1d88-892-2894 ENSURING SUITABILTY OF SUBGRADE SOILS' FOR STORMTECH STORMTECH SC-310 CHAMBER SYSTEM INFORMATION CALL 1-888-892-2694 OPTIONAL INSPECTION PORT DETAIL NOT TO SCALE STORMTECH SC-310 CHAMBER SYSTEM TYPICAL CROSS SECTION DETAIL NOT TO SCALE +� e Yj�C+)4"ti PAVEMENT SEE STORMTECH'S DESIGN MANUAL -.s,! `A°. "'�1Vlmr_ , 4' DIA. DIA. PAVEMENTSU&BASE .�h 8' DIA. 2' DIA. L t COMPACTED FILL PER STORMTECH'S TABLE OF I• - Y y= ACCEPTABLE FILL MATERIALS' AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE WASHED, CRUSHED, ANGULAR STONE BACKFILV (NO FINES) %-2 INCH WASHED, CRUSHED. - - ANGULARSTONE BENEATHAND STORMTECH SC-310 CHAMBER (NOOFINES)HAMBER 8E0' END CAP DETAIL NOT 70 SCALE SENO CAP SGT40 CHAMBER F MTECH INFORMATION ION CA CALL tAeB882-2880 FOR STORMTECH STORMTECH SC-740 CHAMBER SYSTEM INFORMATION CALL 1.888.892-2694 PLAN VIEW DETAIL NOTTOSCALE SEE STORMTECH'S DESIGN MANUAL NEW OUTET STRUCTURE DMH/1 SEE DETAIL THIS SHEET N INSTALL 15" CAP INV =318.5 15" HOPE INV. IN (2)=317.5 INV.=317.5 INVERT MATCHING ECCENTRIC MANIFOLD (BY ADS, INC.) MAIN HEADER SIZE-15" TUBTUB SIZE-12 15' HOPE NEW INLET STRUCTURE 5'0 DMH#2 12" PIPE INV. AT CHAMBERS-317.5(TYP. FOR ALL 5 CHAMBER INLETS) CB 6" SDR35 FROM ROOF DRAINS - 12" HOPE 13' MIN. 45 STORMTECH CHAMBERS (5 ROWS X 9 CHAMBERS) WITH 6' OF (r-2') CLEAN, CRUSHED, ANGULAR STONE ABOVE, BELOW, AND BETWEEN CHAMBER ROWS. BOTTOM OF CHAMBERS ELEV.=XXX.X BOTTOM OF STONE ELEV.=XXX.X TOP OF STONE ELEV.-XXX.X 13' MIN. OF AASHTO M288 CLASS 1 WOVEN GEOTEXTILE BETWEEN BEDDING STONE AND CHAMBER BOTTOM INSTALL 4' WIDE STRIP OF CLASS 1 WOVEN GEOTEXTILE FULL LENGTH OF BOTTOM OF CHAMBER ROW WRAP ENTIRE ISOLATOR ROW WITH CLASS 2 NON -WOVEN GEOTEXTILE. UNDERGROUND INFILTRATION FACILITY EXPANSION- SYSTEM #1 N.T.S. m WEIR WALL INV. PER SITE PLANS w CIVIL ENGINEERING ASSOCIATES INC 10AVINSF IDMIEIYLANE SOUMBUBUNGTON, W 05408 3o2HMa23n M Boaman2T w wwM.aa.ecaam MAB 8" SDR 35 PVC �0v CRRCRR➢ SAV APe3ovRn O INV. 339.6 \ 7S• '� SAV OWNER: 9 MANHOLE OPENING ABOVE BLACKBAY B VENTURES Vlll, LLC PLAN VIEW REFER TO PLAN SHEETS FOR PIPE SIZE AND ORIENTATION 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROVIDE FROST -FREE FRAME & COVER SET FRAME ON FULL SUITABLE FOR H-20 LOADING MORTAR BED & SEAL JOINT MARKED "STORM". ADJUST TO GRADE MATH PRECAST ADJUST TO MEET FINISH GRADE. RISER SECTIONS (12" MAX) PROJECT: FlhOH GRADE (BRICKS SHALL NOT BE USED) 24' WATERTIGHT JOINT USING 1" 60" 0 MIN. WOTH FLEXIBLE GASKET -- (SEAL EXTERIOR JOINTS AND 9" MIN. LIFT HOLES w/NON SHRINK WEIR INV. GROUT) — HDPE IN 12 UNIT HOUSING PROJECT CAST -IN -PLACE FLEXIBLE MANHOLE SLEEVES (TYP. FOR ALL PIPES) HOPE IIT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 18- SUMP (MIN.) COAT EXTERIOR OF ENTIRE MANHOLE WITH A WATERTIGHT SEALANT (2 COATS) �a°c o°°oc UNDISTURBED pOo p° SOIL OR ROCK 12" MIN. PRECAST CONCRETE fi" MIN. CRUSHED WITH MONOLITHIC BASE STONE BEDDING SECTION" STORM MANHOLE CONTROL STRUCTURE CHAMBER #8 OF ISOLATOR ROW (NUMBERED FROM INLTET END) NTS —FROM SYSTEM #2 MAY 'ATB 'CBR =! REYI9ION 04/25/14 SAV PRELIMINARY PLAN SET INFILTRATION SYSTEM #1 DETAILS AND SCHEMATIC MARCH 26, 2014 AS SHOWN C2 .2 13247 l PAVEMENT PAVEMENT FLOOR BOX FRAME ANO LID WIS.S GRANULAR WELL GRADED SOIVAGGREGATE MIXTURES, <35% FINES. COMPACT IN 6 IN LIFTSTO CAP SCREW LID CLOSURE 95%PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, OR WWW.STORMTECH.COM.M CLFIINOUT WITH SCREW -IN CAP VERLAP NEXT CHAMBER HERE FOR UNPAVED INSTALLATION WHERE RUTTING FROM VECHICALES MAY OCCUR, INCREASE CLASS'C" CONCRETE REST 14 PL COVER TO 24 INCHES. ALLEY 13 PL .5' 12 PL AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE 5.8' %-2INCH WASHED, CRUSHED, ANGULAR STONE SC-310 CHAMBER 18-MIN.96" MAX. 4'PVC RISER 98, START EN BUILD ROW IN 8"MIN. 1N MAX MIN. THIS DIRECTION ,F�,���aeweazm, DEPTH OF STONE TO STORMTECH SC-310 CHAMBER L BE BY CORRUGATION DETAIL SIGNDETERMINEDENGINE DESIGN ENGINEER INSPECTION PORT BE NOT R23CALE IS' MIN.)• ATTACHED THROUGH KNOCK -OUT LOCATED 1-fT- SC310 CHAMBER AT CENTER OF CHAMBER SC-310 END CAP DESIGN ENGINEER IS RESPONSIBLE FOR 6"MIN. 94° 12'MIN.TYP. FOR STORMTECH INFORMATION CALL I-888892-2694 ENSURING SURABILTY OF SUBGRADE SOILS' FOR STORMTECH STORMTECH SC-310 CHAMBER SYSTEM INFORMATION CALL 1-888-892-2694 OPTIONAL INSPECTION PORT DETAIL NOT TO SCALE STORMTECH SC-310 CHAMBER SYSTEM TYPICAL CROSS SECTION DETAIL NOT TO SCALE ' SEE STORMTECH'S DESIGN MANUAL 4' ➢IA. ➢IA. S' DIA, 12' DIA. _ 3 e•5. STORMTECH SC-310 CHAMBER END CAP DETAIL MOTTO SCALE INV. OUT = TO SYSTEM #1 - 12" HOPE FOR STORMTECH INFORMATION CALL 1.888-892-2694 INSTALL INSPECTION PORT AT CHAMBER #8 OF ISOLATOR ROW (NUMBERED FROM INLTET END) PAVEMENT PAVEMENT SU&SASE COMPACTED FILL PER STORMRECH'S TABLE OF ACCEPTABLE FILL MATERIALS' AASHTO M288 CLASS 2 NON -WOVEN GEOTEXILE %-21NCH WASHED, CRUSHED, ANGULAR STONE BACKFIUV (NO FINES) %-2 INCH WASHED, CRUSHED, ANGULAR STONE BENEATH AND AROUND CHAMBER BED' (NO FINES) FOR IS ORMTECH INFORMATION CALL 1-80"92-2694 STORMTECH SC-740 CHAMBER SYSTEM PLAN VIEW DETAIL NOT TO SCALE ' SEE STORMTECH'S DESIGN MANUAL INSTALL 4' WIDE STRIP OF CLASS 1 WOVEN GEOTEXTILE FULL LENGTH OF BOTTOM OF CHAMBER ROW 40 STORMTECH CHAMBERS (5 ROWS X 9 CHAMBERS) WITH 6' OF (J'-2") CLEAN, CRUSHED, ANGULAR STONE ABOVE, BELOW, AND BETWEEN CHAMBER ROWS. BOTTOM OF CHAMBERS ELEV.-318.9 BOTTOM OF STONE ELEV.-318.4 TOP OF STONE ELEV--320.8 TOTAL LENGTH OF STONE BED = 60't OF CLASS 1 WOVEN GEOTEXTILE FULL LENGTH OF BOTTOM OF CHAMBER ROW WRAP ENTIRE ISOLATOR ROW WITH CLASS 2 NON -WOVEN GEOTEXTILE. UNDERGROUND INFILTRATION FACILITY EXPANSION- SYSTEM 12 N.T.S. SET FRAME ON FULL MORTAR BED & SEAL JOINT ADJUST TO GRADE WITH PRECAST RISER SECTIONS (12" MAX) (BRICKS SHALL NOT BE USED) 24' WATERTIGHT JOINT USING 1" 60" 0 MIN. WIDTH FLEXIBLE GASKET (SEAL EXTERIOR JOINTS AND LIFT HOLES w/NON SHRINK 9 I MIN, WEIR INV. GROUT) HOPE IN CIVIL ENGINEERING ASSOCIATES, INC 1OMAMSFIELD WEWLAIE, SOUTHBUBLNGTON VF 05903 BO2dB628P3 Fr '' B02A80-22]1 x f wxwtatHsom MAB CiPCBBD SAV APPROVED SAV OWNER: BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROVIDE FROST —FREE FRAME & COVER SUITABLE FOR H-20 LOADING MARKED "STORM". ADJUST TO MEET FINISH GRADE. PROJECT: FINISH GRADE 12 UNIT HOUSING PROJECT CAST -IN -PLACE FLEXIBLE MANHOLE SLEEVES (TYP. FOR ALL PIPES) HDPE OUT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 18" SUMP (MIN.) COAT EXTERIOR OF ENTIRE MANHOLE WITH A WATERTIGHT SEALANT (2 COATS) 0 UNDISTURBED SOIL OR ROCK 12" MIN. PRECAST CONCRETE 6' MIN. CRUSHED WITH MONOLITHIC BASE STONE BEDDING TYP. STORM MANHOLE CONTROL STRUCTURE N.T.S. INVERT MATCHING ECCENTRIC MANIFOLD (BY ADS, INC.) MAIN HEADER SIZE-15" STUB SIZE=12' 12" PIPE INV. AT CHAMBERS=319.0 (TYP. FOR ALL 5 CHAMBER INLETS) -INV. IN (2)-319.0 NEW INLET STRUCTURE 60 DMH#4 -WEIR INV. IN -319.5 -INV. IN -319.1 CB OATS CBBCRRD RBVLSION 1-/2�/14 SAV PRWMINARY PLAN SET INFILTRATION SYSTEM #2 DETAILS AND SCHEMATIC eve vc NLMBER MARCH 26, 2014 D SCALE AS SHOWN Cj2 .3 13247 City of Introduction This project is subject to the terms and conditions of the authorization from the State of Vermont to discharge construction related storm water runoff. Coverage under the State Construction General Permit 3-9020 is required for any construction a tvty ttpit disturbs 1 or more dstuof land, o 's part of a larger development plan that will rb 1 or more acres. This project has been deemed to qualify as a Low Risk Sit, which is subject to the erosion prevention and sediment control (EPSC) standards set for In the State of Vermont: I ow Riek Site Handbook for Erosion Prevention and Sediment Control The following narrative and Implementation requ rements represent the minimum standard for which this site 'e required to be maintained as regulated by the State of Vermont. Any best management practices (BMP's) depicted on the project's EPSC Site plan which go beyond the Handbook requirements are onsidered to be Integral to the management of the site and represent components of the municipal EPSC approval for the project which sholl be implemented. The EPSC plan depicts one snap shot in time of the site. All oin truction sites are fluid in their day to day exposures and risk. as it relates to minimizing sediment loss from the site. It Is the reaponal llity of the contractor to Implement the neaea•ary BMP'e to comply with the Low Riak Handbook Standards outlined on this Sheet based on the Interim alto disturbance win Itlone which may or may not be shown on the EPSC Site Plan. Specific BMP's which are critical to allowing the project to be considered a Law risk site include the items checked below: Llmltthe,mwntadi,Mbedea wb ,,,,,I,eewyonaeme. • There NMI be a matlmum a 7 conaecutw days a dleWrbed sect enpoaum In any locallon bebre temporary, or fine) afablllieam le ImplaneMed. • The pmfed is W dlalurb In, Nan two on, atoll WIN on amdiblley high, than K=0.17. Limn she pint -Sol d,suba,c. to less than two Sam we elopes treater than s%. This protect is estranzed to diI up to 1.e apes 1. Mark Site Boundaries Purpose: Mark the site boundaries to identify the finite of constructon. Delineating your alto will help to I'ml the a of disturbance, preserve existing vegetation and limit erosions potential on the site. How to comply. Before beginning construction, walk the site boundaries and flag trees, post signs, or install orange safety fence. Fence is required any boundary within 50 feel of a stream, lake, pond or wetland, .,leas the area la already developed (existing roads, buildings, etc.) 2. Limit Disturbance Area PurpoilQ: Limit th amount of toll exposed at one time to reduce the potential erasion an site. Requirements: The permitted disturbance area 1, specified on the site's written authorization to discharge. Only the acreage listed on the authorization fore may be exposed at any given time. How to comply Plan ahead and phase the construction activities to ensure that no more than the permitted acreage la disturbed at one time. Be sure to properly Stabilize exposed sou with seed and mulch or ontrol matting before beginning work in a new section of the Site 3. Stabilize Construction Entrance Purpose: A stabllized construction entrance helps remove mud from vehicle wheel. to prevent rooting onto etr:eis. Requirements: If there will be any vehicle traffic off of the construction site, gu must Inatall a stabilized construction entrance before natructlon begimass s. How to install Rock Size: Use a of 1 to 4 Inch stone Depth: 8 Inches m width: 12 feet minimum Length: 40 feet minimum (or length of driveway, if shorter) Geotextile: Place filter cloth under entire gravel bed Maintenance: Redress with clean atone as required to keep sediment from tracking onto the street. 4. Install Slit Fence Purpose: Silt fences intercept runoff and allow suspended sediment to settle out. Requirements: Silt fence must be installed: • on the downhill aide of the construction activities • between any ditch, Swale, storm sewer Inlet, or watere of the State and the disturbed ..it • Hay bate must not be used ore sediment barriers due to Mel, tendency to degrade and fall apart. Where to place: • 'I fence on the downhill edge of bare soft. At the Place silt a 9 1 (et downhill from the end bottom of elopes, place fence 0 e of the slope (if space i ..liable). • Ensure the a'It fence catches all runoff from bare soil • Max mum drainage area's Ki acre for 100 feet of silt fence • nstall silt fence across the elope (not up and down hills.) • Install multiple rows of silt fence on long hills to break up flaw. • Do not install Ott fence across ditches, channels, or streams or in stream buffers. How tinstall silt fence: Diog a trench 6 inches deep across the slope • Unroll silt fence Gong the trench • Ensure stakes are on the downhill aide of the fence • Joln fencing by rolling the end stakes together Drive stakes in against downhill side of trench Drive stakes until 16 inches of fabric Is in trench • Push fabric into trench, spread along bottom • Fill trench with soil and pack it... Mointenancc:: Remove acwmul,t,d sediment before it is halfway up the fence. • Ensure that silt fence is trenched in ground and there are no gaps. 5. Divert Upland Runoff Purpose: Diversion berms intercept runoff from above the construction site and direct it around the disturbed a a. This prevents clean water from becoming muddied with soil from the construction site Requirements: If storm water rune onto your site from upslope areas and your .Its meets the following two conditions, you must InStall a diversion berm before disturbing any soil. 1. You plan to have on or ore acres of il exposed of any one time (excludng eso ..do). 2 Average slope of the disturbed area Is 20% or steeper How to install: 1. Compact the berm with a shovel or earth -moving equipment ee 2. Seed and mulch bver erm or cowith erosion control matting immediately after nstallatfan. 3.Stabilze the flow channel with seed and straw mulch or erosion control matting. Line the channel with 4 Inch atone if the channel elope la greater than 20X 4. Ensure the berm drains to an outlet ata11111.1 with ricrac. Ensure that there is no erosion at the ..flat. 5.The diversion berm shall remain In place until the disturbed areas are completely Stabilized. 6. Slow Down Channelized Runoff Purpose: Stone check lama reduce erosion in Drainage channels by slowing down the storm water flow. ro Requirements: re If theis a concentrated flow (e.g. in o ditch or channel) of storm water oyour site, then you must Install stone check dams. Hay bales must not be .Sao as check dome. How to install: Height: No greater than 2 feet. Center of dam should be 9 in has lower than the side elevation Side slopes: 2:1 or flatter Stan: Size: Use a mixture of 2 to 9 Inch atone width: Dame should soon the width of the channel and extend up the :idea of the banks Spacing: Space the dams so that the bottom (toe) of the upstream dam is at the elevation of the top (treat) of the downstream dam This spacing is equal to the height of the check dam divided by the channel slope. Spacing (In feet) - Haight of check dam (In feet)/Slope in channel (ft/ft) Maintenance: Remove sediment accumulated behind the dam a needed to allow channel to drain through the atone check dam and prevent large flows from carrying Sediment aver the dam. If significant melon o c curs between check dams, a liner of Stone should be Installed. 7. Construct Permanent Controls Purpose: Permanent storm water treatment practices are constructed to maintain water quality, ensure groundwater flows. and prevent downstream flooding. Practices Include detention ponds and wetlands, Infiltration basins, and atorm water fill Requirements: If the total pervious" area on your site, or within the common plan of development, will be 1 or more acres, you must apply far a Stale Storm water Discharge Permit and construct permanent storm water treatment practices on your site. These practices list be Installed before the construction of any impervious surface.. How to comply. Contact the Vermont Storm water Program and follow the requirements in the Vermont Storm water Management Manual. The Storm water Management Manual Is available at: vtwa lerquallty org/stormwater.mr, An imp,vioue o.dooa le a manmade auHsaa. including, but not amned to, pound and unpaved roam, parking area,. roofs, driwwayq and walkway., ham which precipitation run, off rather than infiltrate'. 8. Stabilize Exposed Soil Purpose: Seeding and mulchln% applying eraslon control matting, and hyd... coding are all ethods to stabllize exposed soil. Mulches and matting protect the ,it surface while gross is establishing. Requirements: 9 All f disturbance must have temporary or permanent stabilization within 7, 14, or 21 days of Initial disturbance, as stated In the project authorization. After this time, any disturbance In the area must be Stabilized at the end of each work day. The following exceptions apply, • Stabilization Is not required If earthwork Is to continue In the area within the next 24 hours and there is no precipitation forecast for the next 24 hours. • Stabilization is not required if the work is occurring in a Belt -contained cavatlan (i.e. no outlet) with a depth of 2 feet or greater s(e.g. house foundation excavatian. utility trenches). All areas of disturbance must have permanent stabilization within 48 hours of reaching final grade. How to complly. Prepare bare soil for seeding by grading the top 3 to 6 Inches of soil and removing any large rocks or debris. Seeding Rates for Temporary Stabilization April 15 - Sept. 15 - - - Ryegrass (annual or perennial: 20 c) Sept. 15April 15 Winter rye: 120 Ibs/acre S-ding Rates for Final St till ton.Choo e Seedm Rstea ferFmel ahabdm aaa.•we. m•./.ea ro,n000, s Iska.r.ar aemd 'xian, st I, Conxmn wbice cover C 8 0 Ne Tao Pacua KV-31/Rebel 1 a2a ma RW1 canx�o� lkaafinertm o.l 1-edazs,..h arks. and F.rae. oxzs ma. arRw,r000 I egad 21 ma. whtc eloverper acre .) Mulching Rates April 15 - Sept.15 -- Hay or Straw: 1 inch deep (1-2 bales/1000 cf.) Sept.15 - April 15 -- Hay or Straw: 2 in. deep (2-4 bd.s/1000 of.) Erosion Control Matting As per manufacturers instructions Hydroseed As per manufacturer's insttions D-50 rucOOWNSTREAM FLOWLINE SLOPE OF STRUCTURE (m/m) OF ROCK 0,35 0.30 0.25 0.20 0.15 0.10 9. Winter Stabilization (MM) MAXIMUM WATER DEPTH OVER ROCK min PLASTIC ORANGE JJ 150 30 36 41 50 66 100 Purpose: r CONSTRUCTION Managing conatructlon sites to minimize erosion and prevent j FENCE END POINTS "A" MUST BE HIGHER sediment loading of waters Is a year round challenge. In W000 0.35 m/m OR FLATTER THAN THE FLOW LINE POINT "B" Vermont the chauenge becomes even greater during the late feu, POST ,'" FLOW LINE SLOPE winter, and early spring months. y- , 75mm (3 in MIN. 'Winter constructon' as ,,,discussed here, describes the period COURSE ROCK between October 15 and April 15, when a .elan prevention and �'I' P i� sediment control Is Significantly more difficult. �"". A Rains In late fall, thaws throughout the winter, and Spring melt .!'' A A'�� and r Ina con produce Significant flows over frozen and saturated - FLOVL 60cm B / a o ground, greatly Increca'ng the potential for erosion f �♦ (2 ft. MAXIMUM) 30" Requirements for Winter Shutdown. For those projects that will complete earth disturbance activities �% EXISTING GRADE prior to the winter period (October 15), the following requirements it, DEPTH OF COURSE� 15cm TO 45cm must be adhered to: ROCK PLACED IN CHANNEL (0.5 TO 1.5 ft.) 1. For areas to be etalcI by vegetation, seeding shall be ROCK SET IN 10cm FLOW LINE IS 15cm (0.5 ft.) DIFFERENCE ompleted nor later than September 15 to ensure adequate t6„-- NATIVE MATERIAL growth and cover. (4 in. MINIMUM) TRENCH 2.1f seeding is not completed by September 15, additional SIDE VIEW FRONT VIEW -vegetative protection must be used to Stabilize the Site for the winter period. This Include: use of Erosion Control Matting or netting of a heavy mulch layer. Seeding with winter rye Ia re mended to allow for early germination during at Spring mulch is.� 3. Where mulch is c apply roughly 2 Inches with an CONSTRUCTION FENCE DETAIL Betting cover. Mulch should be tracked in or stabilized with Mulch should netting in open areas vulnerable to wind. N.T.S. Requirements for Winter Construction If construction activities involving earth disturbance continue past October 15 or begin before April 15, the following requirements must be adhered to: 1. Enlarged access points, stabilized to provide for snow elmit. log' 2. Limits of disturbance moved or replaced to reflect boundary of DIVERSION RIDGE REQUIRED GREATER winter work. WHERE GRADE EXCEEDS 2g 21 OR 3.A snow management ared with toote storage and icingpre cl....it s now controlof m 1twate, requiring n be stored down r, luring all a of disturbance and out of storm water trope areas ROADWAY treatment structures. a A 4.A minimum 25 foot buffer shall be maintained from perimeter ontrola such as silt fence.` - \ `FILTER 1. In areas of dlaturoance that drain to a water body within 100 FABRIC feet, two rows of silt fence must be Installed along the SECTION A - A contour. B. Drainage structures must be kept open and free of snow and me dome 7.Silt fence and other practices requiring earth disturbance must NOTE: ' USE SANDBAGS be installed ahead of frozen ground. SANDBAGS OR SPILLWAY OR OTHER APPROVED METHODS B.Mulch used for temporary stabmzation must be applied atdouble the rate, or a minimum of 3 Inches with an CONTINUOUS BERM OF TO CHANNELI2E RUNOFF TO standard 80-90 cover. EQUIVALENT HEIGHT BASIN AS REQUIRED. 9. Too ensure cover of disturbed Boil in advance of a malt event, ; J areas of disturbed oil mutt be atobllizea at the and of soon SUPPLY WATER TO WASH workday, with the following exceptions: WHEELS IF NECESSARY C I • If no pripitation within 24 hours is fa.....and work will ec n the same disturbed area within 24 hours, daily stabilization is not necessary. • Disturbed area. that collect and retain runoff, such ae house foundations or open utility trenches. t<` 10. Prior to stabilization, snow or Ice must be removed to less than 1 inch L traffic ia anticipated. Stone paths should be 10 to 20 feet wide to accommodate vehicular traffic. 10. Stabilize Soil at Final Grade 3 P c o 2 3" 50-75mm) o A r5l I A COURSE AGGREGATE Purpose: o MIN. 8" (150mm) THICK 12' MIN Se matting Stabilizing the Bite the .!ad and mulch e erosion w control matting when It reaches final grade is the best way to prevent erosion while construction continues. Requirements: Within 48 hours of final grading, the exposed soil must be seeded and mulched or covered with erosion control matting. DIVERSION RIDGE How to comply. 50' MIN. Bring the site sections of the site to final grade as soon possible after construction is completed. This will reduce the need for additional sediment and erosion control measures and will PLAN reduce the total disturbed ar NOTES: For seeding and mulching rates, tdlow the specHica6ans under 1, THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT Rule e, Stabilizing Exposed Soil. TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY 11. Dewatering Activities REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. Purpose: 2. WHEN NECESSARY, WHEELS SHALL BE Treat water pumped from dewatering activities so that it is clear CLEANED PRIOR TO ENTRANCE ONTO PUBLIC when leaving the construction site. RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE Requirements: DONE ON AN AREA STABILIZED WITH CRUSHED water from clustering activities that flaws off of the construction STONE THAT DRAINS INTO AN APPROVED .it. must be clear. water must not be pumped Into storm SEDIMENT TRAP OR SEDIMENT BASIN. sewers, lakes, or wetlands unles. the water Is clear. How to comply. STABILIZED CONSTRUCTION ENTRANCE Using sock filters or sediment filter bags on de -taring discharge N.T.S. hoses or pipes, discharge water into silt fence enclosures installed In vegetated areas way from waterways. Remove a mulcted sediment afierthe water has dispersed and stabilize the area with seed and mulch. 12. Inspect Your Site POSTS 1. SET POSTS AND 2. STAPLE THE WIRE P EXCAVATE A 4"XB" MESH FENCING TO Purpose; ANGLE 10' TRENCH, SET POST WIRE POSTS. Perform site Inspections to ensure that an sediment and erosionSTAUPSBILITY FOR DOWNSLOPE. FENCING control practice. are functioning properly. Regular inspectionaand STABILITY AND maintenance of practices will help to reduce costs and protect SELF CLEANING water quality. 100' Requirements. Inspect the site at least once every 7 days and after every 12" MIN. rainfall or snow melt that results In a discharge from the site. 6 Perform maintenance to ensure that practices are functioning according to the specifications outlined in this handbook. In the event of a noticeable sediment discharge from the 3. ATTACH FILTER FABRIC 4. STAPLE THE WARE construction site, you must take Immediate action to Inspect and TO THE WIRE FENCING MESH FENCING TO maintain existing aracdcon prevention and sediment control FILTER AND EXTEND IT TO END POSTS. practices. Any visibly dieodared storm water runoff to waters of FABRIC THE TRENCH. the State must be reported. Forma for reporting discharges are COMPACTS available at: www.vtwaterquality. fig/stonnwatw.htm BACKFILL INFILTRATION SYSTEM SECTION NTS PLACE DOWNSTREAM STRUCTURE SUCH THAT POINT "B" IS APPROXIMATELY LEVEL WITH THE LOWEST GROUND ELEVATION OF THE UPSTREAM STRUCTURE {... STONE CHECK DAM STRUCTURE N. T S. TEMPORARY SEEDING & MULCH OR NETTING SILT FENCE OR HAY BALES INSTALLED ON DOWNGRADIENT SIDE TEMPORARY STOCKPILE DETAIL N.T.S FABRIC TO BE 10OX OR APPROVED SPACING 36" MIN. X 2 POSWOO MED .5' TAL T 10' 0' 12" MIN FILTER FABRIC TO BE CLIPP,�D, FILTER AND TAMPED 8 BELOW GRADE STEEL WOOD STAKES SEE CHART AT RIGHT 1. INSTALL MIRIFI ENVIROFENCE, OR APPROVED EQUAL OR AS DETAILED HEREIN. 2. 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. REMOVE SEDIMENT WHEN ACCUMULATED TO HALF THE HEIGHT OF THE FENCE. SILT FENCES ARE TO BE MAINTAINED UNTIL SLOPES ARE STABILIZED. 3. WHEN TWO SECTIONS OF FILTER C1 QlH ADJOIN LACH GIHLH, IHEY SHALL HE OVERLAPPED BY 6", FOLDED AND T SILT FENCED LI h N.T.S. MAY CITE INGINEER: jai CIVIL ENGINEERING ASSOCIATES, INC. fOAWLSFIELO NEWLAK SCUMBUHLINGTON, Vr 054M Bdldeb]9z3 FA%e@e9LY2lf web: www.ces-Kean coPrwceT © zone - nu mcmre sasesvao MAB --in SAV o an SAV OWNER BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 EROSION CONTROL DETAILS AND SPECIFICATIONS MARCH 26, 20141 oawtva .xREe s- AS SHOWN C2.4 Pit- N 13247 City of So. Burlington r f SECTION 01040 - PROJECT COORDINATION PART 1 - GENERAL 1.01 MEETINGS & PROJECT ACCESS A To Owner .hall be notified five (5) day. prior to commencement of Work by the Contractor. B. The Contractor will coordinate with the Owner to arrange an -site pre-conetructlon meeting prior to commencement of any work. Job superintendent. and subcontractors shall be Included In this meeting. C. The Contractor will coordinate all phases of the Work, so as not to Interfere with the normal work procedures In the area. D. The Contractor shall conduct his work in such a manner as to not Interfere with or endanger work or traffic In area. adjacent to the construction area, except as permitted by the Owner. The Contractor shall ao arrange his construction operation as to provide access far emergency vehicles and equipment to the work site at all times. 1.02 LABOR A. The Contractor and subcontractors will employ mechanics skilled in their respective trades. B. All labor will be performed In a neat and workmanlike manner. 1.03 PROTECTION OF PERSONS AND PROPERTY A. The Contractor shall be repmelble far Initiating, maintaining, and supervising oil O.S.H.A. wafety precautions In connection with the Work B. Fire Protection: The Contracts Mall take all necessary precaution. to prevent fire. adjacent to the Work and Mall provide adequate facilities fa extinguishing fires. The Contractor shall also prevent fires In project related buildings and shell prevent the spread of fires to areas .told. the Iimite of the Work. C. Safety Preccutlomr Prior to commencement of Work the Contractor shall be familiar with all safety regulatians and practices applicable with construction operations. No additional payments will be made for equipment and Procedume necessitated by these safety precautions. 1.04 INSURANCE A. Certificates of Insurance acceptable to the Owner Mall be fled with the Owner prior to the commencement of the Work. 1.05 CORRECTION OF WORK A. The Contractor shall promptly correct all Work rejected by the Owner as defective or a. faRkng to conform to the Contract Documente. The Contractor shall bear all cost of correcting such rejected Work. 1.06 WEATHER CONDITIONS A. No Work shall be done when, in the opinion of the Owner, the weather Is unsuitable. No concrete, earth backflll, embankment, or paving shall be placed upon frozen material. If them le delay or interruption In the Work due to weather conditions. the necessary precautions must be taken to bond new Work to old. B. Protection Against Water and Storrs: The Contracts shall take all precautions to prevent damage to the Work by atorma or by water antMng the mite of the Work directly or through the ground. In ease of damage by .tarn or water, the Contractor, at his own expense, shall make repairs or rsplacenente or rebuild such parts of the Work as the Engirt may require in order that the finished work may be completed as required by the Drawings and Spsolfications. 1.07 DISPOSAL OF DEBRIS A All debris and meow materlals, other than that which is authorized to be reused, become the property of the Cwtroctor and shall be promptly removed from the property. The Contracts Mall receive title to all debris and/m exeea9 material. The Owner will not be responsible for any lose or damage to debris or excess material owned by the Contractor. 1.08 PROJECT LAYOUT A. The Contractor shall be rep=aible for providing all necessary survey staking. 1. Locate and protect control points before starting work on the site. 2. Preserve permanent reference points during progress of the Work 3. Establish a minimum of two permwmt benchmarks on the site, referenced to data established by survey control points. a. Record locations. with horizontal and vertical data, an Project Record Documents. SECTION 02110 - SITE CLEARING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes 1. Ramos surface debris. 2 Clear site of plant life and grass. 3. Remtrees and treand Mrube. 4. Remove root system of tree, and hrob. PART 2 - PRODUCTS Not used. PART 3 - EXECUTION 3.01 PROTECTION A. Protect utilities that remain from damage. B. Protect trees. plant growth, and features designated to remah as final landscaping. C. Protect bench mark. and existing structures from damage or displacement. D. Use mean. necessary to prevent dust becoming a nuisance to the public, to neighbors, and to other work being performed on or near the Wt.. E. Maintain access to the site of all time.. 3.02 CLEARING A. Clear area. required for access to site and execution of Work. B. Remove trees and shrub. within mem as indicated an the Planw. Remove stumps. root. and top roots and other projections W or greater In diameter to 2'-0' below the excavated surfaces in vat area. and 2'-0below the exposed .bgrode in fill area.. 3.03 REMOVAL A. Remove debris. rock, and extracted plant life from site. B. The Cmtmeta shall coordinate Work with the Engineer and Owner In establishing euItWAo areas within the property limits for depositing debris. rocks and extracted plant life. The Contracts shall be reeponeible for backfllling (capping) and grading all waste sites. 3.04 UTILITIES A. Coordinate with utility companies and agencies as required. SECTION 02150 - EROSION CONTROL PART 1 - GENERAL 1.01 SUMMARY A. Section Indudee 1. The work under this aectlon Includes but Is not limited to providing all labor, equipment and materials for the Installation of all required site related erceian control maasums. If not otherwise directed an the plane, aoeion control Mall be In strict conformity with the latest revision of the 'Vermont Handbook for Soil Em.lon and Sediment Control an Construction Shen'. B. Related .actions: 1. Section 02210 - Site Earthwork 2. Section 02936 - Permanent Seeding 1.02 GENERAL NOTES A. The discharge of sediment laden water from the project site le prohibited. All discharged water from de ictering op ratl=s Mall discharge Into a temporary sedimentation trap or 'dirt bag filter. B. Contractor shall Install all erosion control measure. as depicted on plane and details or as recommended by the Vermont oua Agency of Natural Resrces, Soil Conservation Service, prior to any construction. Contractor shall also be m,pwalble fa Inepecting and maintaining all erosion control measures until project is completed. C. Contractor shall limit the soil disturbance and seed application dates to between May let and Septemer 15th. Site work between October 15th and May let Involving new earth disturbance requires prim, specific approval from the Agency of Natural Resources. Detailed requests for approval of such work must be submitted to ANR prior to September 15th. D. NI stockpile material (topsoil, barrow, etc.) shall be protected by slit fence installed around the perimeter. Mulch Mall be applied to disturbed portions of stockpiles at the and of each construction day. Stockpile. to remain In place for more than 30 days Mall be seeded. Locate stockpiles an the uphill side of the disturbed areas. If possible. During windy conditions, stockpiled material shall be covered or watered appropriately to prevent wind .real-. E. Slopes greater than 1:3 shall have erosion control netting Installed to stabilize the elope and reduce the aoelon potential. Install netting over mulched elopes so that all parts are In contract with the soil and mulch. Pin netting with wire staples 3' o.e. to ensure full banding with soil surface. F. Install stone check dame In gmes-lined .wales a maximum of 50 feet an cater, to prevent slit from washing Into the drainage system during corstructlon. Check dame ahall be removed once vegetatlw la established. G. Control dust through the application of calcium chloride or water. An average application of we pound of calcium chloride per square yard of expand area should be considered fa each treatment. The exact number of applications and amount of duet cantmila Mall be based .pan geld and weather eonditlons. It shall be spread in such manna and by such devices that uniform dlatributlw is attained over the entire area on which It Is ordered placed. PART 2 - PRODUCTS 2.01 EROSION CONTROL NETTING A. Jute netting Mall consist of undyed and unbleached yam woven Into a uniform open plain wove mesh. 2.02 EROSION CONTROL MATTING A. Wham required on the plan. or whoa directed by the Engineer, wool= control blankets (matting) shall be North American Green C125 for .wales, and SC150 for slope stabilization, or approved equal. 2.03 FILTER FABRIC A. When filter fabric is required, it shall conform to the requirements of Mirafi 500X m approved egiwlwL 2.04 CALCIUM CHLORIDE A. Calcium chloride shall c=form to the requirements of AASHTO M X. Either regular flake calcium chloride, Type 1 w concentrated flake. pellet or other granular calcium chloride, Type 2, may be used. 2.05 WATER A. All water used shall be dew and free of harmful amount. of oR, salt, ockle, alkalies, sugar, organic matter and other .ubstances Injurious to the finished product, plant life or the evtoblimment of vegetation. PART 3 - EXECUTION 3.01 CHECK DAM AND INLET PROTECTION A. Check dams shall be installed In accordance with the project details, and inspected weekly and following any rain or malt event producing measurable runoff. B. Catch bash. within and adjacent to construction areas shall be protected in accordance with the detail. depleted on sheet C-14. Inlet protection shall be Inspected weely, and following any rah or ..It event producing measurable runaff. 3.02 SILT FENCES A. The sit fences shall be constructed In accordance with the c=etruction detail. The fence Mail generally be placed 10 feet from the toe of the slope or as shown on the plans. The ends of the face shall be placed uphill to farts a hom.m.. shape to trap all runoff. B. The slit fences shall be Inspected weekly, and following rain im damage or build-up of sediment.. All damaged fences shall be repaired or replaced. Sediment deposits shall be removed from the fence as they build up and be placed in an sea where there is no danger of further erosion. 3.03 EROSION MATTING A. Erosion matting shall be placed on all gmse-Ilnad ditches with profile grades exceeding S.OR and shall be placed and maintained In accordance with the Vermont Agency of Transportation Standard Specification. Sections 654 and 755.07. 3.04 RESTORATION A. Disturbed areas shall be topsoiled, seeded, and mulched within 48 hours of final grading, unless otherwise approved, as specified In Section 02936 - Permanent Seeding. 3.05 STABILIZED ROAD ENTRANCE A. A stabilized pad of crushed atone located at any point where traffic will be entering or leaving the construction site to or from a public right-of-way m street or as Mown an the drawings shall be constructed for the purpose of preventing the tracking of sediment onto public rightr f-way. B. Design Criteria: 1. Use 1.5 to 2.5 Inch stone. 2. Use 8 Inch layer of stone. 3. Stone pad Mall be full width of entrance. 4. Minknum length Mall be 50 feet. 3.06 GRASS -LINED DITCHES A. All ditches that are not stone -lined Mall be topsoiled, seeded. fertilized and mulched. Any area which shows signs of aoelon shall be reseeded immediately and maintained until permanent vegetation Is estobllshed. 3.07 MAINTENANCE A. All aoelon central measures shall be Inspected weekly and repaired and/or replaced ae needed. B. All moel= central measures shall be inspected after any rain or malt event producing measurable runoff. C. The stabilized road entrance shall be top dressed with additional stane should the existing stane became dogged with sediment. D. Hay or straw mulch la subject to wind action. Mulch may require anchoring as the weather conditions warrant. 3.08 WINTER CONSTRUCTION A. New soil disturbance between September 15th and May let will require specific approval from the Water Quality Divider.The Contractor shall identify any such areas not addressed by the current Erosion Prevention and Sediment Control Plan (EPSCP) in writing. to the Engineer by September 7th. No new disturbance In these areas will be permitted until approved by the Water Quality Division. B. Silt fence and other erosion control measures requiring earth disturbance fa Inetollatlen shall be Installed prior to September 15th, unless atherwlae approved. SECTION 02210 - SITE EARTHWORK PART 1 - GENERAL 1.01 SUMMARY A. Section Includes 1. All utility and aitework excavation (unless covered In other sections of these ep-lflcatl=e). =.-I and stockpile of topeoll, at.bilization fabric, and other miscellaneous and appurtenant works. 2. Site flung. 3. Roadway/parking lot structural sections. 1.02 REFERENCES A. ANSI/ASTM C136 - Standard Test Method fa Slave Analysis of Fine and Coarse Aggregate.. B. ANSI/ASTM 0698 - Standard Test Method for laboratory Compaction Characteristics of Sol Using Standard Effort. 1.03 PROTECTION A. Protect bench marks and existing etructume. B. Protect above and below grade utilities which are to remain. 1.04 SUBMITTALS A. Testing laboratory reports indicating that material far backfll meets requirements of this Section. B. Field density test reports of site fill in place. C. Feld density tewt reports far roadway structural sections in place. D. Stabilization Fabric: Submit copies of manufocturer's specifications and Installation Instructions, PART 2 - PRODUCTS 2.02 CRUSHED GRAVEL A. All materials shall be secured from approved sources. Thla gravel shall conslat of angular and round fragment. of hard durable rock of uniform quality throughout, reasonably free from thin elongated places, soft or disintegrated stone, dirt, organic a other objectionable matter. This material shall meet the following grading requirement.: Percent by Weight Slave Designation Passing Square Meah Slew Fim`2' 100 1 1/2' 90 - 100 N. 4 30 - 60 N. 100 0 - 12 No. 200 0 - 6 Coarse: 4' 95 - 100 No, 4 25 - 50 No. 100 0 - 12 No. 200 0 - 6 2.03 AGGREGATE SURFACE COURSE A. Aggregate for surface course and shoulders shall conaist of clean, hard gravel, crushed gravel err crushed atone. It shall be reasonably free from Wilt, loam, clay or organic matter. It shall be obtained from approved sources. B. Grading. This material shall be uniformly graded from coarse to fine and shall meet the following grading requlrementa: Percent by Weight Sieve Designation P... Ing Square Meeh Si- 1 1/2' 100 1' 90 - 100 No. 4 45 - 65 No. 100 0 - 15 No. 200 0 - 12 2.04 COMPACTED FILL/GRANULAR BORROW A. This material Mall be free of Male, clay, friable material, debrla, and organic matter, graded In accordance with ANSI/ASTM C136 within the following Iimite: Percent by Weight 51- Denigration Passing Square Mesh Slew 8' 100 3/4' 75 - 100 No. 4 20 - 100 No. 100 0 - 20 No. 200 0 - 12 2.05 GEOTEXTILE STABILIZATION FABRIC A. This work shall conaist of furnishing and placing an approved stabilization fabric an a prepared surface within the limits shown an the plans. The fabric shall meet, a exceed the following properties. 1. Grab 'email. at ngtt, (AS% D-4632) 200 lbs. 2. Grab tensile elongation (ASTM 0-4532) - 15% 3. Puncture strength (ASTM D-4833) - 120 lbs. PART 3 - EXECUTION 3.01 PREPARATION A. Identify required line, levels, cwtwm and datum. B. Identify knew. below grade utilities. Stake and fall I ... tlano. C. Maintain and protect existing utilities remaining which pass through work area. D. Upon discovery of unknown utility or concealed conditions, discontinue affected work; notify Engineer. 3.02 EROSION CONTROL A. Erodan control must be Installed prim to beginning any earthwork operations. 3.03 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be excovated, re -landscaped or regraded and stockpile In area. designated on site or ere directed by the Engineer. B. Maintain the stockpile In a manner which will not obstruct the natural flow of drainage. 1. Maintain stockpile free from debris and trash. 2. Keep the topsoil damp to prevent dust and drying out. 3.04 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded In accordance with plan.. B. Excavate subsoil required to accommodate building foundations. slobs on grade site etructuree, construction operations, roads, and parking area,. C. Grade top perimeter of excavation to provernt surface water from draining Into exaawtion. D. Notify Engineer of unexpected subsurface conditions and discontinue affected work In area until notified to resume work. E. Correct areas over -excavated by error ae directed by the Engineer at no cost to the Owner. 3.05 DITCHES A. Cut accurately to the woes-aectiona, grades. and demotions shown. B. Maintain excavations free from detrimental quantities of leaves, stick., trash, and other debris until completion of the work. C. Dispose of excavated matelds as shown an the drawings or directed by the soils Engineer; except do not In any case, deposit material. lees than three feet from the edge of a ditch. 3.06 EMBANKMENTS AND BERMS A. When embankments are to be made on a hillside, the elope of the original ground on which the embankments are to be constructed shall be stepped and property drained as the III Is constructed so that adverse movement. of the slopes do not occur. B. Any excavated rock, ledge, bounders, and stone, except where required in the canetruction of other Items or otherwise directed, Mall be used in the construction of embankments to the extent of the project requirement. and generally shall be placed so as to form the base of an embankment. C. Frozen material shall not be used in the cmetruction of embonkmanta nor shall the embankments or successive layers of the embankments be placed upon frozen material. Placement of material other than rock shall slop when the auatained air temperature, balaw 32 degree. Fahrenheit, prohibit. the obtaining of the required compactIm. If the material is otherwise acceptable, It shall be stockpiled and saved for future use when its cwditlon 10 acceptable far use In embankments. D. When an embankment Is to be constructed am swamp, muck, ors of unstable eolh% the unsuitable matalal .hall be excavated to reach soil. of adequate bearing capacity and the embankment begun. Altemative methods, such as use of o stabilization fabric In place of excavation and backfill, may be utilized only after approval of same by the Engineer. E. Material being placed In embankments shall be placed In horizontal layers of uniform thickness across the full width of the embankment. Stumps, trees, rubbish, and other unsuitable material shall not be placed in embankments. F. Embankment area. Shall be placed In eight -Inch lifts. Effective spreading equipment shall be used an each layer to obtain uniform thickness prior to compaction. Each layer shall be kept aovmed to shad water to the outside edge of embankment and cwthuws leveling and manipulating will be required to amure uniform density. The entire area of each layer shall be uniformly compacted to at least the required minimum density by use of compaction equipment consisting of rollers, compactors, or a combination thereof. Earth -moving and other equipment not specifically manufactured for compaction purposes will not be considered as compaction equipment. G. All fill material shall be compacted at a moisture content suitable for obtaining the required density. In no case Mall the moisture content In each layer under construction be m m than three percent above the optimum mole um content and Mall be lees than that quantity that will cause the embankment to became unstable during compaction, Sponglnam, Moving, orother displacement under heavy equipment Mall be considered evidence for an engineering determination of lock of stability under this requirement, and further placement of material In the area affected Mall be stopped or retarded to allow the material to .tablilze. H. When the moisture content of the material In the layer under constmction 1s less than the amount necessary to obtain satisfactory compaction by mechanical compaction methods, water shall be added by pressure distributors a other approved equipment. Water may also be added In excavation or borrow pits. The water shall be uniformly and thoroughly Incorporated Into the wall by disc, harrowing, blading, or by other approved methods. This manipulation may be omitted for sand. and gravel. When the moisture content of the material la in .uses of three percent above optimum moisturecontent, dry material shall be thoroughly Incorporated Into the wet material, or the wet material Mall be aerated by disking, harrowing, blading, rotary mixing, or by other approved meModw; or compaction of the layer of wet material shall be deferred until the layer he. dried to the required moisture content by evaporation. 3.07 COMPACTION REQUIREMENTS A. All barkfills and fills shall be compacted In even lift. (12' maximum) to attain the required densities as follows: Standard Procter Location ASTM D-698 Subgrade and Growl fa Roads and Parking Lot. 95Z General Embankments sox 3.08 MAINTENANCE A. All earthwork should be checked periodically to see that slopes are In good condition. Any ripe or damage from erosion and animal burrowing should be repaired immediately to avoid further damage. If .eeps develop an the elopes, the area ah.ld be evaluated to determine If the seep will cau. an unstable condition. Subsurface drains or gravel mulching may be required to solve seep problems. Diverelans, berme, and waterway. In the land grading area should be checked to see that they are functioning property. Problems found during the inspectiwe should be repaired promptly. SECTION 02216 - STORMWATER MANAGEMENT PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Construction of storm water detention pond. PART 2 - PRODUCTS A. Compacted FRI/Granular Borrow: The material for the fill shall be obtained from the designated areas and shall conform to the requirements of Section 02210 - Site Earthwork. The material shall be free from stump., wood, brush, roots, sod, rubbish, and other matter that may decay. It M.Id be free of at-- ova 2 Inches in diameter where compacted by hand or mechanical tampers, or over 6 Inch" in diameter when compacted by rollers or other equipment. Frozen material Moll not be placed in the fill, nor @hall the fill material be placed an a frozen foundation. B. Stan. Ill: Stan. fill shall conform to the requirement. of Type I Store FRI as pecified In Section 02439 - Stan. Fill. C. Riser and Drain Pipe, Riear and drain pipe shall conform to the requirements of Section 02725 - Dminage. PART 3 - EXECUTION 3.01 SITE PREPARATION A. The area to be covered by the pond and embankments shall be cleared of all treem, brush, stump% roots and other objectionable material. The ores to be covered by the earth embankment and the surface of the borrow area shall be stripped of all gross, roots, organic matalols, or other objectionable materials to a depth that will Insure the mrri.,d of any material. which will prevent bond between the foundation and the fill. Material cleared .hail be disposed of in accsdance with Section 02110 - Site Clearing. Where the embankment will be on a hillside, the slope of the original ground an which the embankment. are to be constructed shall be stopped and properly drained as the fill to constructed eo that adverse movements of the elope. do not occur. 3.02 COMPACTED FILL/GRANULAR BORROW A. Preparation of Foundation: Upon complatim of the clearing operation and just prior to placing the fill material an any portion of the foundation, that portion shall be scarifled, plowed, or disked to a depth of 3 Inches. All objectionable material exposed by this operation shall be disposed of outside the Iimite of the fill. B. Placing and Spreading Material: The placing and spreading of material shall be started at the lowest port of the section under construction and the MI constructed In loyers of 6 Inches. The layers shall slope slightly towards the reservoir to prevent puddle. and provide for faster runoff in case of rah. Where possible, the layers shall extend over the entire area of the fill. The distribution SITE C CIVIL ENGINEERING ASSOCIATES. INC, 1094NSFIEIDWEWIANE, SOUOIBURLJNGTON, Vr 05103 eoa Eea-zaza FAX eaza _ om, w»w.oasw_ M_ MAB rac"0 SAV APPROVED SAV OWNER BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 PECIFICATIONSI DATE -WING YDMBER MARCH 26, 2014 D ASS SHOWN C3.O 13247 and gradation of the materials throughout the FlII shall be such that there be no lenses, pockets, streaks, or layers of material differing substantially in texture or gradation from the surrounding material. The most porous borrow material shall be placed on the downstream portions of the embankment. C. Compaction: All fill shall be compacted to 95% maximum density per ASTM D-698. D. Limits: The embankment shall be constructed where located and as detailed in the Contract Plana. Side Mope shall be 1 vertical to 3 horizontal. E. Revislana to the proposed design of the detention pond may be necessary If. In the opinion of the Engineer, unsuitable material Is found at the pond location. 3.03 SLOPE PROTECTION A. Placement: Stone FIII Type I shall be placed at locations indicated on the plane to a minimum thickness of l'-O' in We course in a manner that will result in a reasonably well graded surface. Care shall be taken in the placing to avoid displacing of the underlying material. The atone, shall be placed and distributed so that there vent be no occumula- tlona of elthar the larger or the smaller atones. Re- arrangement of the star. fill by hand lobar or mechanical equipment may be required to obtain the specified results. SECTION 02225 - UTILITY TRENCHING AND BACKFILLING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Trench, backflll, and compact as specified herein and as ne dad for installation f underground utllltiea located 5 feet -told. the building.. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the nomwary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section. B. Use equipment adequate in size, capacity, and numbers to accomplish the work in a timely manner. C. Comply with requirements of governmental agencies having jurisdiction. 1.03 REFERENCES A. ANSI/ASTM C138 - Standard Test Method far Slew Analysis of Fine and Coarse Aggregates. B. ANSI/ASTM D698 - Standard Teat Method for Laboratory Compaction Characteristics of Soil Using Standard Effort. PART 2 - PRODUCTS 2.01 SOIL MATERIALS A. FIII and bo.kfill material.: 1. FIII material Is subject to he approval of the Engineer. Material provided can be removed from excavations on site or Imparted from approved oft-alte borrow area Materials must be predominantly granular, on-experaiw soil free from porous matter, organ lc matter and other deleterious matter and contain no rocks or lumps over 6 Inches In greatest dimension. 2. Rocks having a dimension greater than 2 Inches shall not be placed within 2 feet of he ..told. of pipe. 3. Cohe fonleas material used for backflll: Provide sand free from organic material and other foreign matter, and an approved by the Engineer. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which wok of this section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory condition are corrected. 3.02 PREPARATION A. Identify required Iinea, levels, contours, and datum. 3.03 PROCEDURES A. Existing Utilities: 1. Unless shown to be removed, protect active utility lines shown an the drawings or otherwise made known to the Contractor prior to trenching. If damaged, repair or replace at no coat to the Owner. 2. When existing underground utilities, which arenot scheduled for removal or abandonment, are encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. 3. If utility service Is interrupted as a result of work under this section, Immediately restore service by repairing the damaged utility at no additional cost to the Owner. 4. If ediating utilities are found to Interfere with the permanent facilities being constructed under this ,action, immediately notify the Engineer and secure instruction.. 5. Do not proceed with disruption of service or permanent relocation of utilities until written Instructions are received from the Engineer. B. Protection of persona and property. 1. Barricade open holes and depressions occurring as part of the work, and post warning lights an property adjacent to or with public .-..a. 2. Operate warning lights during hours from dusk to dawn each day and as otherwise required. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, washout, and other hazards created by operations under this section. C. Dewatering: The Contractor, at all times, ,hall conduct operation. ao as to prevent the accumulation of water, Ice, and snow in excavations or in the vicinity of excavated areas, and to prevent water from interfering with the progress and quality of the work. Under no conditions shall water be allowed to rise In open trenches after pipe he. been placed. D. Accumulated water, ice, and snow shall be promptly removed and disposed of by pumping or other approved means. Disposal shall be carried out In a manner which will not create a hazard to public health, nor cause Injury to public or private property, work completed or in progress, or public streets, nor cause any Interference In the use of streets and road by the public. Pipe, under construction Mall not be used far drainage of excavation.. E. Maintain access to adjacent areas at all time. 3.04 TRENCHING A. Provide sheeting and sharing necessary far protection of the work and far the safety of personnel. 1. Shoaling and bracing required for trench shall be owd to the elevation of the pipe, but no al..Ung will be allowed to be pulled, removed, or disturbed below the pipe. B. A trench shall be excavated to the required depth and to a width sufficient to allow for joining of the pipe and ompaction of the bedding and backflll material under and around the pipe. C. The completed trench bottom shall be firm for Its full length and width. D. If Indicated on the plans or directed by the Engineer, poor foundation material encountered below the normal grade of the pipe bed shall be removed and replaced with granular backflll. E. Where pipes are to be placed In embankment fill. the motion Mall be made after the embankment has been ompleted to a height of 3 feet plus the diameter of the pipe above the designed grade of the pipe. F. Excavating for appurtenances: 1. Excavate for manholes and similar structures to a distance sufficient to leave at least 12 inches clear between outer surfaces and the embankment or shoring that may be used to hold and protect the banks. 2. Owr-depth excavation beyond such appurtenances that has not been n directed will be considered unauthorized. FIII with sand, gravel, or lean concrete asdirected by the Engineer, and at no additional coat to the Owner. G. Excavation shall not Interfere with normal 45 degree bearing .play of foundation.. H. Where utility runs traverse public property or ore subject m to governmental or utility company jurisdiction, provide depth, bedding, cover, and other requirements as net forth by legally constituted authority having jurisdiction, but In no cane leas than the depth shown in the Contract Documents. I. Where trenching occurs In existing lawns, remove turf In section, and keep damp. Replace turf upon completion of the backfilling. 3.05 BEDDING A. Pipe Bedding Area: Prior to laying pipe, bedding material shall be placed to the limits of the excavation and to a depth beneath the pipe a. specified. This material Mall be either sand, gravel, or crushed atone and shall not contain large lumps and stanes over one Inch In diameter. As the pipe 1. laid, bedding material Mall be extended to 6 Inches above the pipe and leveled along the width of the trench. 3.06 BACKFILLING A. Baekfilling Mall not be done in freezing weather, with frozen materials, or when materials already placed are frozen. B. Backfill material Mall be ewnly .proud and compacted in lifts not more than 12 Inches thick or ae approved by the Engineer. Previously placed or new materials shall be moistened by sprinkling, if required, to ensure proper band and compaction. C. Trenches which haw been Improperly backfilled, enclosed or covered up before It has been approved shall be reopened. Refill and compact as specified, or otherwise correct to the approval of the Engineer, at no additional coat to the Owner. D. Take special care In backfilling and bedding operations to not damage pipe and pipe coatings. E. No compacting shall be done when the material Is too wet to be compacted properly. At such times he work Mall be suspended until the previously placed and new materials have dried out sufficiently to permit proper compaction, or such other precautions are taken as may be necessary to obtain proper compaction. F. Backflll material shall be compacted to the following percentage. of maximum dry density and the In -place moisture content Mall not be more than 2% above the optimum moisture content, as determined by Standard Proctor ASTM D698. 1. Around all structure., under roadway paving, shoulder and embankments - 95X 2. All other areas - 901L G. Frost Protection: Pipes laid with lea. than the minimum coverOver the crown and when approved by the Engineer shall be protected against freezing by installation of rigid Insulation for the width of the trench. Insulation Mall be C minimum of 2 inches thick with one additional Inch of thickness for awry foot of depth of piping lase than 5 feet. The sheets Mall be placed 6 inches above the crown of the sewer after compaction of the 6 Inch lift Immediately .bow the crown. Care *hall be exercised by the Contractor during backflll and compaction over the insulation. The Meets shall meet the compressive strength requirements of ASTM DI621-73. 3.07 TEST FOR DISPLACEMENT OF SEWERS AND STORMDRAINS A. After the trench has been bockfilled to above the pipe and has been compacted as specified, check sewers and alormdrains to determine whether displacement has occurred. B. Visually Inspect pipe Installation by flashing a light between manholes orbetween the location. of the manholes, by means of a flashlight or by reflecting sunlight with a minor. C. If the Illuminated Interior of the pipe line Mow. poor alignment, displaced pipes, or any other defects, correct the defects to the specified conditions and at no additional coat to the Owner. D. After visual approval of pipe, a 95% mandrel test may be required. SECTION 02400 - WORK ON OR NEAR PRIVATE PROPERTY PART 1 - GENERAL 1.01 DESCRIPTION A. The work under this saction includes the protection of prlwte property and the restoration of areas near or on private property. (For further requirements see the General Conditions and the Special Conditions of these specifications.) 1.02 SUBMITTALS A. The Contractor shall, upon award of the Contract, take photographs of the existing conditions In the project area. These photographs shall be taken as directed by the Owner and as follows:: 1. Any suitable amen, may a used, but the lane must be a 'wide an, lava' having a focal length of not more than thirty-five (35) millimeters. 2 The Inchesowideaphs and fiveeil(5) Inches at along, ce ad half olored, printed with a matted finish and borderless. Each photograph shall ba marked with the following information w the back: Location Station Data S. Upon completion of the project, the Contractor shall submit second set of photograph., taken as before, showing the conditions in the project area. Each photograph shall be marked on the back as specified above. C. Approximately 10 each before and after photograph, will be required. 1.03 PROTECTION A. Every effort shall be made to protect private or public property during construction. All damaged trees, shrubs and other vegetation shall be replaced in kind by the Contractor at no additional cost to the Owner. PART 2 - PRODUCTS 2.01 MATERIALS A. All materials not specifically described, but required for work included In this section shall be new, first quality of their respective kinds, and subject to the approval of the Engineer. PART 3 - EXECUTION 3.01 LAWNS A. In areas where removal of lawns is necessary to complete the work, the Contractor may elect to cut, remove and alockpne the sod and put it back at the completion of the work, cur replace the sad with new sod. Seeding shall not be considered ae an approved equal to either of the above alternatives. 3.02 BUSHES A. Bushes which are In the way of the construction and are located on private property shall either be removed, stored and replanted or shall be replaced at the option of the Owner. 3.03 PAVEMENT A. Existing driveways and parking area. shall be protected during the construction. Damaged paved cur outside the contract limit. .hall be neatly cut out and replaced with bituminous concrete to the complete satisfaction of the Owner. SECTION 024,39 - STONE FILL PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Stone FIII - Types I, II, III, and IV. 2. Rip -Rap - Heavy Type, Light Type. 3. Goatskins Fabric. B. This work shall consist of furnishing and placing protective materials in conformity with the dimenalona, elevations and at the locations Indicated in he contract or as directed by the Engineer. 1.02 REFERENCES A. VAOT Standard Specification., Section 700. PART 2 - PRODUCTS 101 STONE FOR STONE FILL A. Slone for stone PoI shall be approved, hard, blasted angular rock fl other than erpentlne rock containing the Flbroua variety chryeotile (aebestoa). The least dimension of the atone shall be greater than 1/3 of the longest dimension. The atone fill shall be reasonably well graded from the smallest to the maximum size atone specified sa as to farm a compact mace when in place. Type I: The longest dirrarelon of the stone shall very from 1 inch to 12 Inches, and at least 50 percent of the volume of the atone in place shall haw a least dimension of four Inch.,. Type II: The longest dimenMo of the atone shall wry from 2 Inches to 36 inches, and at least 50 percent of the volume of the stone In place shall how a least dimension of 12 inches. Type III: The longest dimension of the stone shall wry from 3 Inches to 46 inches, and at least 50 percent of the wkwn of the atone in place shall haw a least dimension of 16 inches. Type IV: The longest dimension of the stone shall very from 3 inches to 60 inchea, and at least 50 percent of he volume of the atone in place shall haw a least dimension of 20 Inches. 2.02 RIP -RAP A. Stone for rip -rap shall be approved, rough, unhewn quarry atone, as nearly rectangular In section as practicable. The stone Mall be hard, sound and resistant to the action of water and weathering. They shall be of a rock type other than serpentine rock containing the fibrous variety ysotlle (asbestos) and chrsuitable In every respect for the purpose intended. Heavy Type: The individual atones Mall haw a depth equal to the thickness of the our,of rip -rap. At least 75 percent of the volume of the rip -rap, complete in place, shall consist of stones that haw a minimum volume of 16 cubic feet. Light Type: The individual stones shall haw a depth equal to the thickness of the course of rip -rap. The rip -rap, complete In place, ,hall consl.t of atone. that haw o minimum valume of 1/2 cubic foal. 2.03 GEOTEXTILE FABRIC A. Geotextile fabric Mall conform to the requirements of Section 02210 - Site Earthwork. PART 3 - EXECUTION 3.01 PREPARATION A. The areas to be protected shall be constructed and graded to the lines indicated on the plan. or as directed by the Engineer and, if a fill area, shall be compacted. All elopes shall be maintained to the neat Iinea Indicated an the plans prior to the placing of geotextne fabric o bedding material, atone fill, rip -rap or slope paving. r 3.02 PLACING STONE FILL A. The specified stone RI shall be placed in one course thickness as shown on the plane in a manner that will result In a reasonably well graded surface. Care Mull be taken in the placing to avoid displacing of the underlying material. B. The .tones shall be so placed and distributed that there will be no accumulations of either the larger or smaller size. of stone. C. Rearrangement of the stone fill by hand labor or mechanical equipment may be required to obtain the specified results. D. When stone fill and geotextne fabric are to be placed as part of an embankment, the protectlw materials shall be placed concurrently with the construction of the embankment unless otherwise authorized by the Engineer. E. When store fill and geotexttle fabric is to be placed under water, method. Mall be used that will m ninn- segregation and insure that the required thickness of protective material will be obtained. SECTION 02513 - BITUMINOUS CONCRETE PAVING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Bane Couraea 2. Leveling Couraea 3. Finish Course B. General: ThI, work shall consist of one or more course, of bituminous mixture, constructed an a prepared foundation in accordance with those Specifications and the type of surface being placed, and In conformity with the Ilnw, grades, thicknesses and typical crow sections shown on the plans or established by the Engineer. • 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced In the necessary crafts and who are completely familiar with the specified requirement, and the methods needed for proper performance of the work of this Section. B. All materials and installation shall be In accordance with The Asphalt Institute Manual (MS-4) and the VAOT Standard Specifications. 1990. C. Mixing Plant: Conform to State of Vermont Standards, D. Obtain materials from some source throughout. 1.03 PROJECT CONDITIONS A. Bituminous concrete shall not be placed between November 1 and May 1. Material shall not be placed when the granular subbase is wet or when the air temperature at the paving ,Its In the shade and away from artificial heat la as fallow.: Air Temperature Pavement Degrees Fahrenheit Compacted Depth 40 Degrees cur below Greater than 1 1/4' 50 Degrees or below Le.. than 1 1/4 PART 2 - PRODUCTS 2.01 MATERIALS A. Material. shall be combined and graded to meet the criteria as defined In the VAOT Standard Spedflcotlons, Division 700 for Typa ll (base c ne) and Type III (finish course) bituminous concrete. B. Grad' for: Material. shall be combined and graded to most composition limits specified In VAOT Standard Specification, Section 406.03, for the base course and finish coume. C. Thickness of paving far drives and parking lot, shall be as shown on the plans, consisting of base course shoand finish course. D. For pavement reconstruction a eaa due to trenching, the depth of each co a shall braincreased by 1/2'. Pavement .construction caused by trench reopening due to Improper placement o -approved placement shall be performed at no additional cost to the Owner. 2.02 TRAFFIC MARKINGS A. Traffic marking paint to be factory -mixed, meeting the requirements of the VAOT Standard Specifications, Section 708.08. PART 3 - EXECUTION 3.01 INSTALLATION A. Install In accordance with VAOT Standard Specifications. Sactlo 406. 3.02 EXAMINATION A. Verify base conditions under the provision, of Section 02210 - Site Earthwork. B. Verify that compacted granular base Is dry and ready to support paving and imposed loads. C. Verify gradients and elevations of base are correct. 3.03 PREPARATION A. Matching Surfaces: When a new pavement is to match a existing bituminous pavementfor a roadway or trench, the Contractor over Mall vertically smooth cut the existing pavement, the existing growl bass. The smooth cut shall be thoroughly cleaned and coated with Emulsified Asphalt, RS-1, just prior to paving. 3.04 PREPARATION - TACK COAT A. When the bottom course of bituminous concrete pavement is left over the winter, or paving is to be made over an existing bituminous concrete pavement, the existing surface shall be cleaned and Emulsified Asphalt applied before the next course is applied. B. Also apply to contact surfaces of curbs. C. Coat surfaces of manhole and catch basin frames with on to prevent bond with asphalt pavement. Do not tack coot these surfaces. 3.05 PLACING ASPHALT PAVEMENT A. Place to compacted thickness Identified on the plane. B. Compact pavement by rolling. Do not displace or extrude pavement from position. Hand compact in areas Inaccessible to rolling equipment. C. Develop rolling with consecutive passes to achieve even and smooth finish, without roller marks. 3.06 JOINTS A. Joint. between old and new pavements or between auc...Ive day. work shall be made so as to Insure a thorough and continuous bond between the old and new mixtures. Whenever the spreading process Is Interrupted long enough for the mixture to attain Its Initial stability, the pow shall be removed from the mat and a joint constructed. B. Butt joints shall be formed by cutting the pavement In a vertical plane at right angles to the centwilne where the pavement he. a true surface as determined by the use of a atralght-edge. The butt joint shall be thoroughly coated with Emulsified Asphalt, Type RS-1, just prior to depositing the paving mixtures. C. Longitudinal joints that haw become cold shall be coated with Emulsified Asphalt, Type RS-1, before the adjacent mat Is placed. If they haw been exposed to traffic, they shall be cut back to a dean vertical edge prior to painting with the emul.lon. D. Unles, otherwise directed, longitudinal joints shall be offset at least 6' from any joint In the Iowa courses of pavement. Transverse pints shall not be constructed nearer than one foot from the transverse joint. constructed In lower courses. 3.07 TOLERANCES A. The surface will be tested by the Engineer using a 16 foot straight -edge at selected location. parallel with the centerline. Any wriationa exceeding 3/10 of an inch between any two contacts shall be satisfactorily eliminated.va A 10 foot straight -edge may be used on a vertical curve. The straight -edges shall be provided by the Contractor. B. Scheduled Compacted Thickness: Within 1/4 Inch. C. Variation from True Elevation: Within 1/2 Inch. 3.08 FIELD QUALITY CONTROL A. Permit no vehicular traffic on surfaces until thoroughly cool and hard. 3.09 REPAIR OF SUBSIDENCE A. Settlement - Should any pavement settle wlthin one year of completion of the Contract, such pavement Mall be repaired at the Controctora expense. If the Contractor fails to make such repair. promptly upon receipt of notice to do so from he Owner, hen the Owner may make such repair, aa nary and the Contractor shall pay the Owner far all costs in cured in making such repairs. 3.10 MARKING PAVEMENT FOR PARKING A. Striping - Thoroughly clean the areas to receive striping and locate all striping as indicated an the Contract Plana. All striping shall be 4' wide unless otherwise noted. B. Miscellaneous - Provide handicapped symbols and all other ml,cellanew. sign. and symbol. as Indicated an the Contract Plane. SECTION 02515 - CURBS AND WALKS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Concrete Curbs 2. Concrete Sidewalk. PART 2 - PRODUCTS 2.01 CONCRETE A The concrete shall haw a minimum compressive strength of 4.000 psi at 28 days and shall conform to the requirements of Ccu t-fn-Place Concrete. 2.02 ADMIXTURES A. Air -entraining admixture shall meet or teed ASTM C260. Air content shall range from minimum of 5% to 7% maximum. 2.03 EXPANSION JOINT MATERIAL A. Expansion joint material shall be premolded bituminous filler conforming to ASTM D994. PART 3 - EXECUTION 3.01 CONCRETE CURBS A. Excavation shall be made to the required depth and the base material upon which the curb is to be set shall be compacted to a firth, even surface. All soft and unsuitable material shall be removed and replaced with suitable material which shall be thoroughly compacted. B. Installation: The curb shall be set so that the front top line is I, close conformity to the line and grade required. All apace under the curbing shall be filled and thoroughly tamped with material meeting the requirements of the material for he bed course. C. Conarets Mixing and Placing: Compaction of concrete placed In the forma shall be by spading or other approved methods. Forms shall be left In place for 24 hours or until the concrete has set sufficiently so that they eon be removed without injury to the curbing. Upon removal of the forma, the curb shall be Immediately rubbed down to a smooth and uniform surface but no plastering will be permitted. For this work, competent and skillful flnlahom shall be employed. D. Sections: Curbing shall be constructed In sections having uniform length of ten feet, unless otherwise ordered. Section. shall be separated by open joints 1/8 Inch wide except at expansion joint,. E. Expansion Joints: Expansion Joints shall be formed at the Intervals shown on the plans using a pre -fanned expansion joint filler having a thickness of 1/4 inch cut to conform to the crose-aectlon of the curb. They shall be constructed at 20 foot intervals or as directed by the Engineer. When the curb to constructed adjacent to or on concrete pavement, ppansion pinta shall be located opposite or at expansion ints in the pavement. SITE .:NGINEER: C CIVIL ENGINEERING ASSOCIATES INC 10AW&FTEIDWEWiAfk, SOUTHBURLINGTON VT 054M sazasaz u3 PAX aaaaeann wee www.oeww- DRAwN MAB c-ca.D SAV APPROVED SAV OWNER: BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 SPECIFICATIONS1 MARCH 26,201 ASS SHOWN C3.1 PROI. NO. 13247 �i F. Baakfilling: Aft. the concrete hoe net sufficiently, the spaIn in front and back of the curb shall be filled to the required elevatta i with layers of not more than six inches of the same material a. the bedding and thoroughly tamped. G. The Contractor wall protect the curb and keep It in alignment until the completion of the contract Each curt which 1. damaged at any time pmvIoua to final accepter.. of the work shall be removed and replaced with satisfactory curb at the Contractors expense. 3.02 CONCRETE SIDEWALKS A. Excavation and Foundation: Excavation shall be made to the required depth and to a width that wilt permit placing of bed course material and the Installation and bracing of the forma. Bed course material well be placed to the depth and aectim shown an the plane. When the layer required exceeds six Inches. two toy.. of approximately equal depth .hail be placed and each layer thoroughly compacted ea that it la hard and unyielding. The wetting of bed course material may be required to obtain the compaction. B. Finishing: The surface shall be finished with a wooden float No plastering will be permitted. The ad 9ea shall be rounded with an edger having a radius of 1/4 inch. The surface of the aldewalk, after the floating and cmeding process Is completed, shall be finished with a broom of a type approved by the Engineer, drawn ewer the surface parallel to the transverse Joints. Special texturing on sidewalk ramps shall be Installed in accordance with cmetructian plan detail.. C. Joints: Unless otherwise indicated on the plans . directed by the Engineer, expansion Joints shall be placed every 20 feet. Expanslon Jolnta shall be formed around all appurtenances such as manholes, utility poles and other obstructions extending Into and through the sidewalk. Pre -fanned Joint filler 1/4 Inch thick wall be installed In those Joints. Expansion Joint filler of the thickness Indicated shall be installed between concrete sidewalks and any fixed structure such as a building or bridge. This expansion joint material shall extend for the full depth of the walk. Between the expansion joints, the sidewalk wall be divided at intervals of 5 feet by dummy Joints formed by a jointing tool or other acceptable means as directed to provide grooves approximately 1/8 Inch wide and at least 1/3 of the depth. When the sidewalk is constructed next to a concrete expan- sion, joint material shall be placed between sidewalk and curb for the depth of the aldewalk. D. Curing: During the curing period all traffic, both pedestrian and vehicular, shall be excluded. Vehicular traffic shall be excluded for such additional time as the Engineer may direct. E. Sockifi ing: Before the concrete hoe been opened to traffic. the ap... an each sids of the sidewalk shall be baokfilled to the required alewti- with .uitubl. material, firmly compacted and neatly graded. SEC71ON 02700 - WATER SUPPLY SYSTEM PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Pipe Materials 2 Hydrants 3, Valves 4. Fitting. 5. All other appurtenances necmmry to complete the water main system as shown . the Contract Plan.. 1.02 SUBMITTALS A Product Data: Submit published data from manufacturers of products and acceaaaries specified. Indicating compliance with requirement. to the Engineer and local municipality. 1.03 QUALITY ASSURANCE A. All materials and the Installation procedure shall be In accordance with the Department of Environmental Cmeerwtlm, Water Supply Division and tha applicable construction ordinances of the local municipality. PART 2 - PRODUCTS 2.01 GENERAL A. Furnish all&. toss, reducing tees, wyea, couplings, increasers, coo 'on. tranattime and end cape of the some type and class of material as the conduit, or of material having equal or superior physical and chemical properties as acceptable to the Engineer as necessary to complete the water .Yet-. 2.02 DUCTILE IRON WATER PIPE A. Pipe shall be Ductile Iran Gass 52 (sizes as shown on the plans) conforming to current ANSI/AWWA C151/A21.51 latest revision. Larger size main. will be required if necessary to allow withdrawal of the required fire flow while maintaining the minimum prsseum specified In the VT Water Supply Rule, Chapter 21, 8.1.1. Any proposed departure from minimum requirements wall be juatlffed by hydraulic analyst. and future water use aaaesament, and will he considered only In special circumstances (VT Water Supply Rule, Chapter 21 8.1.43. Push -on pint pipe shall be minimum thickness Clam 52. Puw-an joint oc-sorle. shall ..farm to applicable requirements of ANSI/AWWA C,ii/A21.11. B. Pipe wall be cement mortar lined an the Inside In accordance with ANSI Speciflcotim A21.4 except that the ment lining thickness wall not be lose than 1/8 inch. A plus tolerance of 1/8 Inch will be permitted C. Pipe wall be given m exterior petroleum asphaltic coating In accordance with ANSI AWWA C151/ANSI A21.51. D. Four -Inch (4') and six -Inch (8') pipe shall haw no leas than (2) braes wedges Installed at each Joint. Eight -inch (8') and larger pipe wall how no low than three (3) braes wedges installed at each pipe joint. Conductivity bonds may be Installed in place of wedges. E. When a pipe material 1. speciflcally noted on the contract drowings,the contractor/developer wall not haw the option of utilizing any other pipe material. Galvanized pipe or fittings shall not be used In any water system owned or maintained by the CWD Retail Department or within the distribution .,.in of the City of South Burlington. The CWD Retail Superintendent reserve. the option of requiring polyethylene pipe draw erw ante and/or alternate pipe materials In known or suspected corrosive sal conditions I� 2.03 FITTINGS 2.08 VALVE BOXES no Instance, except when a lapping sleeve and wive are used, .hall a tap be made without a corporation. A connection made to a A. Duct"'iron fitting. shall conform to ANSI/AWWA C110/A21.10, A. Val- boxes Mall be of the three-piece Cast Iron aIlde-type pipe that req i- a tapping saddle or Ie 350 PSI working promems. Ductile Iron fittings larger than with a minimum Inside waft diameter of five and one quarter not ductile Iron will haw a body with a suitable outlet, seal, and twelve inch.. (12') shall haw a standard body twoq equal inches (5 1/4') and six foot (6') trench depth. Val" boxes suitable means for attachment to the main. The body wall be to Class 250 Cast Iran fitting.. Cast Iran Gass 250 shall not transfer loads onto the col". made to conform to the outside configuration of the main. The fittings will ba allowed in lieu of ductile Iran flttinge service saddle shall be designed to provide a drip tight larger then tw.lw inches (12'). Ductle Iron fittings B. Valve boxes shall haw a coat Iran cover, marked 'WATER'. connection. The body shall be Teflon or Epoxy coated with shall be rated far 250 p.s.i. However, twelve Inch (12') The boxes wall be dirt tight with the top of the cover flush stainless steel atrop(a). bolts, nut., and mechanism far attaching and smaller may be rated for 350 p.e.i. with the use of with the top of the box rim. to the pipe barrel. ape.tal gaskets. All ductile Iran compact fittings wall to AWWA/ANSI C153/A21,53 standards. 2.09 FIRE HYDRANTS AND HYDRANT BRANCHES D. Curb stops shall be a quarter turn plug type wive with an o-ring conforming type seal and manufactured of Cambridge Braes No -Lead brass or B. Anchor tees wall be standard mechanical Joint tees except A. Fire hydrants shall be Mueller Super Centurion 250. Figure Red Head Manufacturing SB 5151/84151 or Department approved equal that the branch Is plain Cie.. 250 cast Iron or dace 350 A-423, Kennedy K-81 D, or Woterous Pacer and shall confarm in accordance with AWWA C800. The curb atop shall open left, haw a ductile Iron, cement lined, conforming to ANSI/AWWA C110/ to AWWA C502 with the following specifications: positive atop, and be of the in design or flat design. No curb A21.10, C111/A21,11, and C104/A21.4. Anchor tee. wall be 1. Main Val" Opening: 5 1/4 Inches stop shall haw the ability to drain the service line. Both the Inlet I. type fitting. Clow F-1217, U.S. Pipe US-92 or equal. 2. N-1. Arrangement: Two 2 1/2 inch Hasa Nozzle. with d outlet of the curb atop wall he- compr... The in head of the curb stop shall how the provision for the C. Mechanical Joint restraints shall be Incorporated Into the National Standard Thread (NST) 3. One 4 1/2 Inch Pumper Nozzle with National Standard connection of a service rod. The curb stop wall rest an a four Inch by eight Inch by sixteen -inch (4' x 8' x 18') concrete block design of the follower gland and shall Include a rwtralning mechanism which, when actuated, impart. multiple wedging Thread (NST) 4. Inlet Connection: 6 Inch Mechanical Joint, 'Mega -Lug' or moursupport. Curb stops wall be Installed Just Inside the action against the pipe Increasing it. resistance as the equivalent retaining gland and concrete throat block Icipality R.O.W. pressure increci- Flexibility of the Joint wall be maintained after burial. Glands wall be manufactured of 5. Operating Nut: Standard 1 1/2 inch Pentagon E. Curt boxes Mall be of sliding ad)ustable type capable of ductile iron, and how a minimum corking pressure of 350 Dei. 6. Direction of Opening: Counterclockwise 7, Depth of Bury. Six-foot cover,The hydrant shall haw at actuating from five feet to six feet (5' - 6'). The bane of the box veal be arch type so as topre vent the box from resting an the Twist off nuts (fore.mega-lug) or equal wall be used to ensure proper actuating of the restraining devices. least 15 Inches and no more than 21 Inches between the bottom of the steamer cap and the ground. ur curb atop. The adjustable ppsection hell be one inch (1') Contractors may also use approved grip ring (r equd) 8. Drain: The hydrant Mall be non-drolning or haw the drains diameter far um with 3/4' and 1' curb stops. For larger curb stops, the upper section shall be 1 1/4' In diameter. Stationary retain. gland.. parmanrey plugged. 9. Color. Red enamel rode affixed to the key of the curb stop with a brass pin wall be 0. Bolts shall cmforn to ANSI Specification A21.10. 10. Other. Hydrants shall be compression type dosing with the thirty inches (30') In length for 3/4' and 1' curb stops and pressure. Hose and pumper nozzle. shall be 1/4 turn type twenty-four inches (2e) far large curb .tape. Curb box rods E Pipeline coo Ili wall tortoni to AWWA Standards C110 P coupling. secured by etainless steel or corrosion resistant pins or shall be stainless steel. The word 'WATER' wall be Inscribed and ANSI A21.10. Mechanical Joint connecting pales. of crews. Pressure weals behind the nozzle flanges wall be on the cover of the box. The cover of the box wall haw proper diameter wall be installed In accordance with the '0' ring.. A breakable coupling retained in place by countersunk brass pentogon plug for paved or concrete areas, manufacturer recommendation. and at locations directed by stainless steel or cmosim resistant pins shall make the and standard two holes for gross areas. Curb box couplings and the plans or the CWD Retail Superintendent. union between the upper and lower .tams. The two-piece extenalona will be the acme material as the curb box. Both cover traffic flange be held in place by nuts and bait.. The and upper section of the box all be able to be located with on M F. All fittings Mall be wo ped in plastic and haw concrete blocks shall upper barrel all be able to rotate 360 des egrewithout aqua type metal locator. thrust eel in lace. Pour P removing any bolts. Hydrant flags Moll be required and supplied for each hydrant. Wherever a traffic hazard F. All service corrections wall be Installed to the curb atop for all 2.04 TAPPING SLEEVES AND VALVES appear. to exist, curbing and/or bollards shall protect the building Iota before the street I. paved. A. The CWD Wholmole Deportment Mall be notified whenever a hydrant' 2.13 BACKFLOW PREVENTION DEVICES proposed tap Is to be made on any CWD tronamiselon main B. For eingla-famly house subdivisions. them will be at least one within the district. hydrant at each Intersection and a maximum of five hundred feet A. Na water service connection shall be approved or maintained by B. Only approved tapping companies Mall be allowed to perform (500') between hydrants with a minimum water flow of 500 the CWD Retal Department, the City of South Burlington or the Village of Jericho unless the water aupply Is protected as coat tape on any CWD ar South Burlington water mains. 9a par mill a (gp ) ydr n pa Ilea i t m at the flow h a t nth a 20- I required by State Iowa, regulations nd ordinances. The type of residual pressure at the residual hydrant. Hydrants should be to lines. A 20' 20' protects- devise shall depend on the degree of hazard that C,All materials used when tapping for a branch connection or Interconnection from any Champlain Water District or South located Immediately adjacent street property x easement will be required around all hydrants. No atructurso orwater exists In general, backflow devices designed to protect potable supplies In accordance with national plumbing codes for Burlington water transmission or distribution pipelines planting. are to be placed within a 2W x 20' area of any hydrant. non -health hazard cross connections and continuous pressure wall be .pacified below applications shall be ..ad, L.. Waite Swiss 007 or approved C. Where dead-end mains occur, they wall be provided with a fire equal. Watts Series 709 Double Check Valve Assembly or 2.05 TAPPING SLEEVES hydrant if flow and pressure meet minimum requirements If approved equal shall be Installed an all sprinkler system.. A flows nd pressure are not sufficient, then approved flushing chap drawing detail oeemmbly .hawing backflow devices and For use m bony asbestos cement, gray coat Iran, ductile hydrant ar blow off Mall be installed far flowing purposes. met. placements wall be required by the CWD Retail Iron - PVC C-900 pipe F1 hing devices hould be sized to provide flows which wilt give a velocity of at least 2.5 feet per wcond In the water main Superintendent. A. Tapping elmts well be of the split alaew design, being flushed. The open end of a blow off must be capped and 2.14 ROCK EXCAVATION constructed with two solid half-aleewe bolted togethei, terminate at least eighteen Inches (18') above grads Sleeves Mall be constructed of ductile Yon, shall haw A. Areas of known or suspected ledge may require subsurface a waking pressure of at least 150 psi, and shall D. When set In lawn space between the curb and sidewalk, no investigation to determine its extent prior to job commencement, haw mechankd Joint ends with and and side gasket seals. portion of the hydrant or nozzle cap will be less than me foot off at the cmtractor's expense. A pro -blast survey shall be required the gutter face of the curb or edge of the sidewalk. Hydrants prior to blasting. S. All Irm body tapping aleewe shall be provldeo with a 3/4' Mall be a minimum of four feet (4') and a maximum of six fort NPT test plug, or other provisions must be made for air (W) from the edge of the sidewalk to the dosest point an the B. Rock wall be excavated, when encountered to the lines and testing the wive and sleeve at maximum working pressure, prior to tapping. hydrant when placed behind the sidewalk. In the absence of a curb or sld-1k, no hydrant Mall be placed more than six feet grades Indicated on the drawings or as directed by the CWD Retail Sup.intmdent. Excavated material shall be disposed of (6') from the edge of pavement. Hydrants wall be located so as and acceptable material shall be fumished far backlll In the C. All bolts and nuts far mechanical Joints of tapping aleewe nuts to provide complete accessibility and minimize the possibility of space voided by the excavated rock. wall be of hi star th east Iran nt hl etpin th, low- 9 9 gh- 9 damage from whides or injury to pedestrians. alloy steal conforming to ANSI/AWWA Clll/A21.11. C. Rock In pipe trenches Mall be mcowted to a depth not lam than 2.10 HYDRANT ASSEMBLIES six Inches (6') lower than the bottom of the Installed pipe. When D. All bolts and nuts for flanged Joints of tapping aleewe ea epecifled or indicated, or when laying the pipe in an excavated Mall be of high -etrongth, low carbon steel conforming to A. Hydrant assemblies shall consist of an anchortee, a six Inch (8') rock area, the torch Mall be backPoled with satisfactory material ANSI/AWWA C110/A21.10. mechanical Joint gate valve conforming to the above listed and approved under Pipe Bedding. specifications, the appropriate length of six Inch (6') ductile Iran E. All bolt. and nuts wall be sound, dean, and coated with a Cement Lined, Claw 52 DIP% all necessary anchor couplings and 0. Blasting Mall be in full compliance with oil State and Federal rust -resistant lubricant; their surfaces Mall be free of approved restraining glands, the fire hydrant and appropriate laws and local ordinances. Take all possible care to avoid Injury objectionable protrusion. that would Interfere with their fit in the made-up mechanical or flanged joint. throat block. to persona and damage to property. The rock is to be well covered with blasting mats and sufficient warning given to oil B. Care wall be taken to prevent damage to hydrant. and Pere.. In the vicinity of the work before blasting. Care shall be 2.06 TAPPING VALVES appurtenances during handling and installation. NI materials taken to awid damage. to utilities or nth. structure. obow and shall be carefully inspected for defeats in workmanship and below ground. A. in Ives shall conform to ANSI AWWA C509 Standard Topping g va / materials; all debris and foreign material deaned out of the far Rniflent-Seated Gate Valws for Water and Sewage hydrant bowl; all operating mechanimms operated to check their E. No blasting will be permitted under or adjacent to any street. Systems, except as modified herein. Val-. wall open proper functioning, and all nut. and bolts checked far tightness, d, or highway unle s permiselon has bar received In writing counterclockwise and Mall haw a minimum working pressure All hydrants well be carefully Incorporated In the water main and by the authority having Jurisdiction. of 150 pal. Inlet flanges wall be Class 125 conforming to supported in their respective positions free from diatotion and ANSI Speciflcotian B16.1 or ANSI/AWWA C110/A21.10, and strain. Hydrants shall be at plumb. All hydrants shall be F. Conform to all municipal, State. Federal and other ordinance. outlet connection Mall be Standardized Mechanical Joint oriented to most efficiently allow fire truck access and and codes relating to the storage and handling of explosives. unless specified otherwise on the drawings far the connection far emergency purposes. They wall be installed Particular attention la called to adherence of requirmments of the type of pipe required far the branch or lateral pipeline, away from the curb line at sufficient distance to avoid damage electric, gas and other utilities that may be located In the project from or to vehicles. Traffic model hydrants wall be Installed co area. B. Topping valves over sixteen Inches (16') diameter Moll be cr the breakaway flange Is not lose than two Inches (2'), nor 1-1 installed with their atmms horizontal, Mall be equiped with than six inches (6') above the established grade, according toe G. Dame a d et of whatever nature resulting from blasting t g rollers, tracks and scrapers, and shall be provided with manufacturer recommendation.. Hydrant locations are subject operation. wall bone awid b the contractor. op y y bypass two unless otherwise specified. to the approval of the CWD Retail Superintendent and the H. If rock below grade I. shattered by bloating, caused by holm C. Burled tapping volts shall provided with a two Inch appropriate munlcipalityfa fire department. Installation far fire hydrant. can be found to AWWA Standard C600. drilled Soo deep, ar tea heavy charges of explmiwe, or cry other shall in v square wrench nut and wall be Melded with a cast Iron wive circumstance due to blasting, and if such chattered rock does not provide suitable foundation, the rock shall be removed and the h the valve operating box as required to allow positive ion a where the depth from nut at all times. In Installations 211 BLOW -OFF ASSEMBLIES excavation refilled with acceptable material by and at the t 1. grade to top of chi" operating nut Ie greater than 8'0', a A. Blow -off a.ammbllea will be constructed as detailed In the expense of the contractor. valve stem riser shall be provided and Installed such that drawings. They Mall consist of an anchor tsa, a six Inch (6') 2.15 PIPE BEDDING the depth from wive stem riser nut to grade Is from four feet mechanical joint got. wive conforming to those Specification., to six feet (4'-8% (minimum length of wive stem riser is the appropriate length of six Inch (6') Ductile Iran Cement A. Water Imes wen all be laid and maintained an lines and grade. two feat (2')). Valw stem riser Mall be of high strength Lined. Class 52 pipe, all neceescry anchor -piing., approved established by the plans for the project. Pipeline trenches wall steel and of welded construction. restraining glands, MJ and flanged fitting., and cap or rodent be excavated to the width and depth. shown an the plan typlcals. screen. Smaller blow -off aassmblles may be allowed with Pipeline trenches In which pipe Is to be laid directly an the trench D. All contractors (or others) who apply to Champlain Water approval of the CND Retail Superintendent. bottom Mall not be excavated entirely by machinery, but shall be District far water line tapping permit. wall submit complete finally excavated by hand tools such that the trench wall haw a specifications of the tapping material they Intend to use B. Blow -offs Mall not be connected to any sewer, submerged In any bottom shaped to support the pipe throughout Its entire length at the time the topping permit application is submitted an stream or ditch, or Installed In any manner that will perrnit back by firm and undisturbed material. Pipeline trenches, for which 8 1/2' x 11' shop drawing sheets aiph.oge Into the distribution system. The open and of the bedding Is required, may be excavated to the required depths blow -off must be capped and terminate at least eighteen inches using machinery. No pipe wall be laid directly an ledge, hard E All bolts and nuts used with all pipe Meows wall, upon (18') above grade (VT Water Supply Rule, A-8.1.7). wale or a wry compact glacial tin. Men an unstable trench final tightening and testing, be brash coated heavily with batten Is encountered and the CWD Retail Superintendent bltumastic cold -applied material to thoroughly cover oil 2.12 SERVICE CONNECTIONS determines that it cannot support the pipe adequately, an exposed surfaces of the bolt. and nuts. additional depth well be excavated and refilled to the pipe invert A. Service line e wall be installed so as to run perpendicular, in a with approved material at the contractor's axpanae. Pipeline 2.07 GATE VALVES -RESILIENT SEAT straight line from the water main to the curb atop. trenches wail be dry during the laying of pipe. We support. re pipe wall be removed prior to backfilling. Pipeline A. Volwe Mall be manufactured to meet all requirements of orporatim, curb at B. Each service wall canaist of a c stop, copper nstar tallation procedures can be fond in AWWA Standard C600. AWWA Specification C509. VaI-s twelve Inches (12') and tubing and a curb box with a coat Iran or stainless steel service smaller wall be bubble tight, we leakage at 200 psi rod. Service lines from three-quarter to two Inch (3/4' to 2*) EL Bedding material Mall consist of -.had or natural at-. working pressure. Valws wall haw non -rising stems open shall be copper tubing from the corporation atop to the curb cmfarning to ASTM 62321. counter clockwise, oral provide a two Inch (2') square stop. Copper tubing shall be type 'K', soft temper, conforming operating nut with arrow, cast In the metal Indicating direction to ASTM BBB. The name or trademark of the manufacturer and Slew Percent Passing of opening. Each wive Mall haw makers name, pressure type Mall be stamped at regular intervals along the pipe. Copper 1' Screen 1GDX sting and year in which manufactured cast an the body. service pipe shall be we piece from the corporation to the curt 3/4' Screen 10OX Prior to shipment from the factory,eachwive shall be atop. The minimum aeMce far a single-family residence wall be 1/2• 90 - 100% tested by hydrostatic pressure equal to twice the pacified three-quarter inch (3/4'). The minimum service for a duplex 3/8' Sreen 40 - 70% working pressure. Gate vat"s wall be Mueller, Dresser, Kennedy, or approved equal. shell be one inch (1'). No. 4 Slew 0 - 15X C. Corporatima shall be Cambridge Brass No -Lead brass r Red Head C. Bedding and blanket material shall be Can 11 material (ASTM B. Burled wive. shall be Installed with a gate valve box. Manufacturing braes 4381 or Department approved equal and D2321) consisting of dmn, granular material (nand), particle size C. Gate wise shall normally be placed a maximum of five hundred manufactured In accordance with AWWA C800. Corporations shall haw AWWA standard threads at the Inlet and a limit. described a. fallow.: fast (500') apart. Too Intersections wall haw a minimum of compression type fitting at the cutlet. Both inlet and outlet shall Slew Percent Passing three (3) gate valves Cross section. (feu way Intersections) be the same size. Three-quarter Inch and me -Inch corporations No. 4 100X well haw a minimum of four (4) wives. Mall be directly tapped Into ductile iron pipe six Inches (6') and No. 100 30X larger in diameter. Larger size corporatime up to two inchaa No. 200 12% D. The CWD Retal Superintendent may require all bolts, studs (2') shall ue a tapping saddle. Pipe Ism than six Inches (6') and nuts be made from a corrosion resbtont-materid such wall require the use of a tapping coddle and corporation. as low -zinc, nickel -copper allay or stainless steel in known Corporations shall be used for all taps up to two Inches (2"). In or suspected _... soil condition.. SPTE ]ENGINEER: 2.16 PIPELINE INSULATION A. Approved waterline. with leas than five feet (6) of cover over f the crown, that cross a storm sewer, or where Indicated an the plane, shall be protected against freezing by the installation of - four Inch (4') thick highest awllable density extruded pdyetymne insulating Meets or equivalent. Sheets wall be the total width of the trench, far a typical four foot (4') trench. The sheet. wall be placed six Inches (6') above the crown after CIVIL ENGINEERING ASSOCIATES. INC, placement of four to six Inches (4' - 6') of clean medium orcoarse sand below the pipe bottom and four to six Inches (4' - 10AWERELD WEWLANE, SOUIH811RLINGTON, VT 050 8') above the crown. Joints shall be overlapped so there Is no eozaeaEsa9 rAx: eszaee-zzzl web: www.caerceom gap that will allow frost to penetrate. Care shall be ...lead during backflll and compaction over the polystyrene sheets to covranourr © as - prevent damage to the sheet.. The pdyetyr hoots wall most the comprehensive strength requirements of ASTM D1621-72L aRpyp In no cases well the waterline haw leas than four feet (4') of MAB cover over the top of the pipe. 2.17 POLYETHYLENE PIPE ENCASEMENT cIel A. Polyethylene pipe encasement may be required in areas of SAV coresiw sale and shall confor t to current ANSI/AWWA ��ovcs Ci05/A21.5 Specifications. Minimum material requirements far the polywthylene film shall be high density, cross laminated virgin SAV polyethylene 4 mil it The CWD Retail Superintendent reserves the right to specify Polyethylene pipe, C-900, In areas of coroal- soils. OWNER: B. The polyethylene encasement shall prevent contact between the pip. or fitting. and the auroundinq backflll and bedding material and veal be Installed as outnned In Section 4.1 of the abe" ANSI/AWWA standard. BLACKBAY 2.18 AIR RELEASE VALVES VENTURES Vlll LLC A. Air wives wall automatically release small packets of air z they a local high within the as they accumulate dtopoints own an de required locations as shown on and provided 226 RIDGEFIELD ROAD drawin it shall be Air release valves to open positivelytthe and SHELBURNE VT 05482 atmosphere system per and vent air to the atmosphere at system praswras up to the vet maximum working pressure as required by the venting critics,sizm. Val -a wall haw a et.I.Im. steel float and stainless steal or bronze trim. A brass gate wive or ball wive shall be provided In the connecting pipe ahead of the valve. Valves shall be APCO No. 200 A or approved equal. Orifice shall be 3/16' and valve. Iodating col", and connection piping shall be one Inch (1') PROJECT: unless otherwise specified. Automatic air relief valves shall not be used In situations where flooding of the occem-way or chamber may occur. All air release wive. shall conform to ANSI/AWWA C512 and be Installed according to the VT Water Supply Rule, A-8.4. 2.19 AIR RELEASE MANHOLES / -/ Ln UNIT A. Precast manholes wall contorts to ASTM Designation D+76 and meet the fallowing additional requiuirmmente: HOUSING PROJECT 1. The wall thickness shall not be leas than five Inches (5'). 2. Sections shall haw tongue and groove pinta with butyl mastic rope installed between sections. 3. Drainage from the manhole wall be designed to run to 4. ToI t whever owlble. p ecention. shall be eccentric except that the concentric 135 HINESBURG ROAD flat top motion. shall based where shallow cover requires a top section lase than three feet deep. SOUTH BURLINGTON 5. Precast boom. coat -in -place bases, or precast boom Integral with base sections may be used. Precast base. and cast -in - VERMONT 05403 place bases well be eight Inches (8') thick. 6. Cement wall be Type It Portland Cement, conforming to ASTNI Deelgnotlon C150. 7. Manhole ladder runyya shall be aluminum alloy 6061-TO in accordance with ASTM dealgnatl. 8221, by Aluminum Company of America or Washingtm Aluminum Company or equal, conforming to Waehington Aluminum Company Model T-14-OR. Runge shall be set in precast sectl.e during coating of section or grouted with a non -shrink grout Plastic coaled steal ladder rungs secured in the walls of the precast structure shall also be acceptable. B. Brick or masonry shall not be used to mim the manhole frame to grade In roadways 9. AJI sections shell be cured by an approved method. Sections shall not be shipped or manhole rungs subjected to loading until the concrete has attained a crnpress ' 3MT8 'CREC.RDI REVf91aN ' 04/a5/14 9wV IR.M1N 1 1 SDI SPECIFICATIONSI R E C,7 E 99V, MAY 21 2CE MARCH 26, 2014 DING Nk,MRrR : AS SHOWN C3.2 City of So. Burling gn.... 13247 J SECTION 02725 - DRAINAGE PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Drainage pipe and appurtenances. 2. Drainage structures. B. Related Sections 1. Section 02225 - Utility Trenching and Backfilling 1.02 SUBMITTALS A. Monufacturar'a technical data fa: 1. Pipe and appurtenances. 2. Structures. PART 2 - PRODUCTS 2.01 GENERAL REQUIREMENTS A Furnish ell% tees, reducing tees, wyes. couplings. Ina user, crosses, tronsitlone and and caps of the some type and does of material as the conduit, or of material having squat or superior physical and chemical properties as acceptable to the Engines. 2.02 DRAINAGE PIPE AND PERFORATED PIPE A. If the Contract Plans do not specify a particular type of pipe, at the Contractors Option, the following materials may be used: 1. Polyvinyl Chloride pipe conforming to ASTM Specification D3034 or F679, (PVC) sewer pipe and fittings SO R 35. 2. Corrugated Pdywthylene pipe and fittings (smooth interior) meeting the requirements of AASHTO M-294 and M-252. 2.03 CONCRETE STRUCTURES A. ASTM C47B, .[.ad as Indicated. 2.04 METAL ACCESSORIES A. Manhole frames and co 1. Grey coat Iron, ASTM A48, as shown an plans. PART 3 - EXECUTION 3.01 INSPECTION A Examine the areas and conditions under which storm sower system work is to be installed and notify the Engineer In writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions haw been cormatod. 3.02 GENERAL A. When existing underground utilities, which are not scheduled fa removal or abandonment, are encountered In the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional at to the Owns. 3.03 PREPARATION A. Hand trim excavation (where necessary) to required devotions. Correct over -excavations with fill material. B. The elopes shall be graded to match the grade a. shown on the plane. Where required, and section. shall be placed and backfilled to prevent undermining. C. Remove large stones or other hard matter which could damage drainage structures m Impede consistent bockfilling w compaction. 3.04 INSTALLATION OF PIPE A. Pipe aholl be installed In accordance with Section 02225 - Utility Trenching and Backffling. 3.05 INSTALLATION OF DRAINAGE STRUCTURES A Precast concrete structures: 1. Place precast concrete structures and cover as shown an the Contract Plane. 2. Where manholes occur In pavernent, set tops of frames and covers flush with finish surface. 3. Provide rubber Joint gasket complying with ASTM C443. 3.06 INSTALLATION OF STONE FILL A. Place atone fill as shown on Contract Plane. SECTION 02730 - SANITARY SEWER SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A Section Includes: 1. Gravity Sewer Pipe 2. Manhole Structure. and Appurtenances B. Related Section.: 1. Section 02225 - Utility Trenching and Backfllling 1.02 SUBMITTALS A. Product Data: Submit published data from manufactures of product. and accessories specified, indicating compliance with mqulrements. 1.03 QUALITY ASSURANCE A. All sanitary sewer material. and construction of same shall be as shown on the Contract Plans and shall meet the requirements of the State of Vermont Agency of Natural Resources (Department of Environmental Conserwtlon) and the Public Work. Standards and Specifications of the local municipality. PART 2 - PRODUCTS 2.01 GENERAL A. Fumleh ells, tee., reducing tees, wye., coupling., Increasers, crosses, transitions and and cape of the some type and class of material as the conduit, or of material having equal or superior physical and chemical propertlee as acceptable to the Engineer to provide a complete and operable .yet-. 2.02 PVC GRAVITY SANITARY SEWER PIPE A. PVC sewer pipe shall conform in all respects to the latest .vision of ASTM Speciflcations 0-3034 or F679, Type PSM Polyvinyl Chloride (PVC) Saws Pipe and Fitting.. SDR 35 pipe. AI pipe and fitting. Mail be clealy marked as ws: follo - Manufacturers Name and Trademark Nominal Pipe Size (as shown on plans) - Material Designed- 12454-C PVC - Lend 'Ipe PSM SDR 35 PVC Sewer Pip.' or PSge46 PVC Sews pipe" Deslgnatlon ASTM D-3034 or F679 B. Joints shall be push -on type using .lastomerlc gasket. and shall conform to ASTM D-3212. Ths gasket. shall be factory Installed. The pipe shall be fumlehed In nominal 13 foot lengths. Sufficient numbers of short lengths and full machine fittings shall be provided far use at manholes and connactlane. All connectlons will require the use of manufactured fittings. Field fabricated, saddle -type connections will not be considered acceptable. 2.04 MANHOLES A Manholes Mail be sized ae Indicated an the plan and shall be precast concrete with a monolithic base and shall conform to the latest -I- of ASTM Speclflcatlon C478. B. Shelves shall be constructed with concrete having a minimum compressive strength of 3.000 pal at 28 days. Inverte for sewer manholea shall be as shown on the plans and details and shall be constructed with concrete or brick, as per the local municipality's standard.. Inverts shall haw the exact shape of the sewer to which they am connected, and any change In size of direction shall be gradual and even. C. All manholes ore to be provided with copolymer polypropylene plastic steps with steel reinforcement 12 Inches an center. D. All manholes shall be provided with rough, gray, cast Iran manhole frame. and cover. All Iron castings shall be thoroughly cleaned and than coated with hot tar before being delivered. Frames and cavern shall be LeBaron LC 266, or an approved equal, and haw a minimum weight of 400 pounds. E. Precast rise and bases fa manholes shall conform to ASTM Specification C-478. The pipe opening in the precast manhde system shall haw a coat -in -place flexible gasket or on equivalent system far pipe installation as approved by the Engineer. Joints between manhole risers shall be 1 minimum width flexible gasket or approved equals. PART 3 - EXECUTION 3.01 GENERAL A. Care shall be exerclaed by the Contractor to avoid disrupting the operation of existing sanitary sewer facilities without prior written approval of the Engineer. B. When existing underground utilities not scheduled fa owl a abandonment am encountered In the excavation, they shall be adequately supported and protected from m daage. Any damage to utllltlea shall be repaired promptly at no oddfilarial cost to the Owns. C. Installation of pipe shall be In accordance with Section 02225 - Utility Trenching and Backfiling and as specified by this .action. 3.02 BEDDING FOR PIPE A. The bedding material shall be shaped to fit the pipe far a depth of not less Nan 10 percent of Its total height and shall have reroaeea to receive the bell. 3.03 LAYING PIPE A. In general, sewer pipe shall be installed In accordance with the latest detailed Instructions of the manufacturer. B. The laying shall begin at the outlet and and the lower segment of the pipe shall be in contact with the shaped bedding throughout Ita full length. Bell or grooved and. of rigid pipes and the circumferential laps of flexible pipe Mall be placed facing upstream. C. All pipe and fittings shall be carefully examined for defects and no pipe or fittings shall be laid which are known to be defective. If any defective piece Is discovered after loyln% It Mail be removed and replaced at the Contractors expense. All pipe. and fittings shall be cleaned before they are laid and shall be kept dean until accepted In the completed work 0. The pipe shall be laid to conform to the lines and grades indicated on the drawings or given by the Engineer. Each pipe shall be ao laid as to form o done joint with the next adjoining pipe and to bring the Invert. continuously to the required grade. E. The Contractor shall take all fie eery precauttas to prevent flotation of the pipe In the trench. F. When pipe laying Is not In progress, the open ends of the pipe shall be dosed with temporary watertight plugs. If water la In the trench when work is rammed, the plug shall not be removed until all danger of water entering the pipe la diminated. 3.04 GRAVITY SEWER PIPE TESTING A. The Contractor shall provide all necessary equipment and Instrumentation required far proper completion of the flushing and testing. Quality of water, test procedures, and method of dispceal of water shall be approved by the Engineer. Prior to testing, flush with water to remove construction debris. B. AI tests shall be made in the presence of the Engines. Preliminary testa made by the Contractor without being observed by the Engineer will not be accepted. The Engineer will be notified at least eight hour before any work la to be inspected or tested. C. The maximum sewer length to be tested at one time shall be that length between any two manholes. D. Air Testing: Low preamrs air testing shall be conducted in accordance with the following procedures: 1. Each end of the test section shall be plugged. capped and braced. Necessary safety precautions shall be taken to prevent blowouts and passible in Jury. 2. An air hose shall be connected to a lapped plug used for an air InletThe hose w11 be connected to the air control equipment, which shall Include calves and pressure gauges. These shall allow air to enter the .or teat line, monitor air pressure In the sewer, shut off air, and proNde presscro reduction and relief. The man liming pressure gauge shall haw a range of 0-10 pal with divisions of 0'10 psi and accuracy of 0.05 pelt. 3. The air campressar and air supply shall be connected to the test line and the test section filled slowly, until constant pressure of 4.0 paig is maintained. 4. A pressure above 3.0 paig shall be maintained for at least flve minutes to allow the temperature to stabilize. A check far leak. shall be made and If any are found, the pressure dell be released and the fitting replaced or repaired. 5. After the atoolli.ation period, the pressure shall be ad)uated to 3.5 paig and the air supply disconnected. 6. Meascr and record the time interval for the test line pressure to drop from 3.5 paig to 2.5 paig. 7. If the groundwater table is oboe the pipe. Increase above teat pressures 0.5 paig for each foot the groundwater is above the Invert of the pipe. S. The requirements of this specification shall be considered wtlsfled if the time required In seconds for the pressure to decrease from 3.5 to 2.5 pal greater than the average bock pressure of any groundwater that may submerge the pipe is not less than that computed according to the following table: Minimum Test Time for Varlous Pipe $1 ft Diameter (inches) Time (Sea/100 Ft.) 4 18 8 45 8 75 10 90 12 110 Minimum Test Period = 1 minute 3.05 MANHOLES A. The excavation shall be to the depth Indicated an the plans err ordsed by the Engineer, and carefully shaped and graded. B. Manhole sections shall be precast concrete and shall conforn to the dimensions indicated on the plans or ordered by the Engineer. C. Channels, Inverts and floor areas for sower manholes shall be constructed of brick and mortar or concrete. Inverts .hall have the ..at shape of the mover to which they are connected and any change In size or direction Mall be gradual and eveAll construction of sewer manhdea must be carried out to Insure watertight work. D. The required courses of brick shall be placed an top of the concrete to the elevation Indicated an the plans or ordered by the Engineer. Brick shall be laid In an appropriate manner by a competent mason. After the bricks are laid, the Joints an the inside of the brick masonry shall be neatly pointed. The outside surface of the brick shall be covered with mortar of the some quality as used far laying the bricks so that a reasonably smooth surface Is obtained. E. The cast Iron frame Mall be 'et as Indicated on the plane In a full mortar bed. The grade ar cover shall be properly placed In the frame. 3.06 MANHOLE TESTING A. Manhole. shall be tested separately by one of the following two procedures: 1. Exfiltratlon Leakage Test: At pipes and other openings Into the manhole shill be suitably plugged and the plugs braced to prevent blowout. The manhole Mall than be filled with water to the top of the cone section. A period of time may be permitted. If the Contractor so wishes, to allow far absorption. At the and of this period, the manhde shall be refilled to the top of the cons. if nscessary, and the measuring time of of least four houre begun. At the and of the test period, the manhole shall be refilled to the top of the cone, measuring the volume of water added. This amount shall be converted to gallons per vertical foot depth far 24 hour, The leakage for each manhole shall not exceed one gallon/vertical foot/day. If leakage exceeds the allowable rate, repairs shall be made as approved by the Engineer and the manhde retested. If the Contractor elects to backfill prior to testing, the testing shall be at his own risk, and it shall be Incumbent upon the Contractor to determine the reason fa any failure of the test. No ad)uatment in the leakage allowance will be made for unknown causes such as leaking plugs, absorption, eta It will be assumed that all lose of water during the teat Is a result ofn leak. through the Joints or through the concrete. r Furthemore, the Contractor shall take any top. necessary to assure the Engineer that the water table Is below the bottom of the manhole throughout the test. 2. Vacuum Test: This method of testing manhdea far leakage involves the use of a device fa sooting the top of the manhole cone section and pumping the air out of the manhole, creating a waum and holding this vacuum fa a prescribed period of time. The procedure for this teat is as follows: a. AI lifting holes and exterior Joints shall be filled and pointed with an approved non -shrinking mortar. The completed manhole shall not be bockfllled prior to testing. Manholes which haw been backfilled shall be excavated to expose the entire exterior prior to vacuum testing or the manhole e shall be tested far by means of the exflltration leakage test. b. AI plpws and other openings Into the manhole shall be suitably plugged in a manner to prevent displac-.t. e. A plate with an inflatable rubber ring the size of the top of the manhole shall be Inatdled by Inflating the ring with air to pressure adequate to prevent leakage of air between the rubber ring and the manhde wall. d. Air shall then be pumped aut of the manhole through an opening In the plate until a vacuum I. created Inside of the manhole equal to 10 inches of mercury on an approved vacuum gauge. The removal of air shall than be stopped and the teat begun. The manhole shall pass this test If the vacuum holds at 10' Hg m drape no lower than 9' Hg within the fdlowing times: Tim. Depth of a Manhole Minutes Seconds 0' - 10. 2 0 IV-16 2 30 15' - 20' 3 0 20' - 25' 3 30 f. If the vacuum drop exceeds 1' Hg during the specifled time periods, the manhole shall be sealed and Steps 2 through 5 above repeated until the vacuum holds for the specified time. g. After the manhole passes the wcuum teat, it Mall be backfilled carefully so that no leaks are created. If the manhole Is disturbed In any way during backflll, It shall again be vacuum tested oaearding to Stape 1 through 5 above. If the manhole falls the vacuum test, the Contracts shall teat the manhde using the manhole sxflltration I eat. h. The Contractor shall provide the Engineer with a written log of each manhole leakage test result. 1. Manholes shall be tested and accepted prior to building manhole Inverts. SECTION 02921 - LANDSCAPE GRADING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Finish grading; bring rough grade In areas to design elevation. as shown an the drawings. 2. Topsol: Work shall consist of furnishing, placing and .hoping topsoil, or placing. spreading, and shaping topsol farts stockpile. or stripped areas. PART 2 - PRODUCTS 2.01 TOPSOIL A On -site topsol shall be natural surface layers of sol stripped, grubbed, stockpiled, and conditioned, if necessary, for use In opeolling and seeding opsatl-.' Additional topsoll shall b, brought In from o;-site at the hers expense for areas lacking sufficient topsoil to support vigorous plant growth. B. Topsol shall be loose, friable, reasonably free of admixtures of subsoil, free from refuses, stumps, root, brush, weeds, rocks, and stones 1 1/4 Inch In overall dimensions. The topsoil shall also be free from any material that will prevent the formation of a suitable seedbed or prevent seed germination and plant growth. It hall contain not lees than three (3) nor more than twenty (20) percent organic matter as determined by loss -on - Ignition of oven -dried samples drawn by the Engines. Any material which has become mixed with undue amwnte of subsoil during any operation at the source or during placing or spreading will be rejected and shall be replaced by the Contractor with acceptable material. C. Topsail shall consist of sandy loam, loam or alit loom with the following maximum proportions of materials as determined by slew analysis or inspection, 30-50 alt: 0-20 day, and .hall be dark brown In color when dry. D. Borrow Topsoil: Provide name of source. Each source of borrow topsol shall be natural surface sol from well drained areas. PART 3 - EXECUTION 3.01 SUBGRADE PREPARATION A. Clean subgrade of all stumps, stones, roots, trash or other materials which might hinder proper tillage or spreading. B. All aurfaces on which topsoil Is to be placed shall be graded to a reasonably true surface and scarifled by raking, dlscing or other approved mean. to a minimum depth of two Inches before, placing topsol. C. All trees and plantings to be placed a minimum of 5' away from all underground utilities. 3.03 PLACING TOPSOIL A. Minimum final depth of topsoil shall be 4 Inches. B. Place topsol when seeding operations can closely follow spreading operations. Use topsol In relatively dry state. C. Topsol shall be spread and shaped to the lines and grades shown an the plans, or as directed by the Engine. The depth stated in the contract to which the topsol is to be placed is that required after find rolling of the material has taken place. All atones, roots and debris over 1 1/4 Inch In diameter along with any sodding weeda and other undesirable material shall be removed. SITE ENGINEER: D. After shaping and grading, all truck. and other equipment C shall be excluded from the topeolled area to prevent eeelve compaction. The contractor shall perform such E _- wok as required to proNde a friable surface fa seed germination and plant growth prior to seeding. E. It shall be the Contractor. reapansibillty to restore to the Ilne, grade and surface all eroded areae with approved material and to keep topeolled areas In acceptable condition until the completion of the work. SECTION 02936 - PERMANENT SEEDING PART 1 - GENERAL 1.01 SUMMARY A. Section Include.: 1. Furnishing all labor, materials, and equipment to complete all seeding work as shown on the drawing. and specified herein. 2. Except where otherwise shown or specified, the Contractor shall seed all areas where new contour are shown an the drawings and all arwe where a.I.tin{( ground cover has been disturbed by the Contractors operations. B. All work and material. of this Section shall conform to the applicable requirements of the VAOT Standard Specifications, Division 600. 1.02 SUBMITTALS A. Provide the following fa approval prior to delivery to the site: 1. Suppliers Certificate of Compliance attesting that time. fertilizer and seed meet the requirement. specified. 2. The Contractor shall provide representative topsoil samples for testing and approwl, deliver samples to a public extension seMcs agency testing laboratory, haw testing report sent directly to the Landscape Architect and pay all costa. Testing shall report on mechanical and chemical (pH soluble sotto) anal Yale' Report shall be submitted at least one month before any foaming le to be done. 1.03 SEEDING SEASONS A. Seeding and Initial fertilizing shall be done between May let and September 15th, unless otherwise authorized. Seeding shot not be done during windy weather or when the ground Iva frozen, excessively wet, or otherwise untlllable. If ending 1. done during July m August, additional mulch material may be required by the Engineer. PART 2 - PRODUCTS 201 LIME A. Lime shall be standard, ground dolomite limestone, agricultural grade, containing a minimum of 95X of calcium and magnesium carbonate.. 100% Mail pace the 10 mesh slew: minimum 90% shall pass the 20 mash slew; minimum 40% shall pose the 100 mesh slew. 2.02 FERTILIZER A Fertilizer shall be commercial grade granular fertilizer as required fa sal condition. as specified In Section 643 of the VAOT Standard Specifications. The fertilizer shall be delivered to the protect In new clean, sealed container which bear a label filly describing the contents, the chemical analyst' of each nutrient, the fertilizer grade, the not bulk, the brand and the name and address of the manufacturer. The fertilizer and labels shall conform to all existing State and Federal regulatlone, and shall meet the standards of the Association of Official Agricultural Chemists. 2.03 GRASS SEED A. Provide fresh, clean, new -crop and of the gran pedes. proportions and minimum percentages of purity, gmnlnation and maximum percentage of weed seed as follows: 1. Park seed shall normally be used an loam arwe. This seed mixture shall conform to the following table: Minimum Minimum Kind of Seed Purity G.-Ination Lbe/Acre Creeping Red Fescue 96% 85% 40 P.-rild Ryegra.a 98X 90% 50 Kentucky Bluegrass 97% 85X 23 Redtop 95% BOX 5 TOTAL - 120 2. Slope and shall normally be used for all .ape work, usually 3A or steeps and shall conform to the following table: Minimum Minimum Kind of Seed Purity Germinationlbs./Acre Creeping Red Fescue 96% 85% 35 Perennial Ryegrass 98% 9OX 30 Redtop 95X BOX 5 Smooth Bromegrasa 96% 85X 10 TOTAL - 80 B. The seed mixture shall be delivered in new, dew, sealed containers. Label. and contents Mall conform to all State and Federal regulations. Seed shall be subject to the testing provisions of the Assod.tlon of Official Seed Analysts. Mixes containing Sweet Clover. White Clover, or Birdfoot Trifoil shall not be used. C. Seed that has become wet, moldy, or otherwise damaged will be rejected. 2.04 MULCH A Mulch must be installed an all ended areas. The following mulches are acceptable far use. 1. Hay mulch free of weeds and comse matter at a rate of 90 pounds per 1,000 square fast. 2. Wood fiber applied in a Blurry (1/6' or longer) of a rate of 40 pounds per 1.000 square feet. 2.05 WATER A. All water used Mall be obtained from fresh water sources and shot be free from injurious chemical and other toxic substances harmful to plant life. No water which is brackish will be permitted at any time. The Contracts shall identify to the Engines all source. of water at least two weeks prior to use. Ths Engineer, at his discretlon, may take samples of the waHr, at the source or from the tank at any time and haw a laboratory teat the eamples far chemical and saline content. The Contractor hall not use any water from any source which is disapproved by the Engineer following such lest.. CIVIL ENGINEERING ASSOCIATES INC. IOWARELDWEWIANE SOUIH&MLMGTON, VF05403 sa&..LT:aa M. eaP-0a4Y web. www.oe .. uft- MAB MCxxn SAV APPw D SAV OWNER BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 1231SIam PRELIMINARY PLM! SET SPECIFICATIONS 1 MAY 2 7 2014 MARCH 26, , s(Iua AS SHOWN 1n1a. nor. 13247 C3.3 SITE 2.06 HERBICIDES A. A pre —emergence herbicide, eldunm (tupersw), shall be applied to the finished topson If seeding Is to occur prior to June 1. This type of herbicide Ie affective against germinating seed. — It kill. the plants before they emerge to the sot surface. More Importantly, it doe. not Interfere with the germination of cod season grasses such as Kentucky Bluegrass and C-26 Hard Fescue. Contact Engineer prior to application. B. Application: Contractor shall use extra care in handling. Siduron, commonly known as 'tupaman', shall be applied at the manufacturers recommended rote. 2.07 FINAL FERTILIZER A 'Uramite' or 'Nltroform' containing 38R nitrogen in a slow release farm. PART 3 — EXECUTION 3.01 PREPARATION A. Examine finish surfaces and grades. Do not start seeding work until unsatisfactory conditions are corrected. Perform seeding work only after planting and other work affecting ground surface has been completed. B. Notify Landscape Architect at least seven (7) working days prior to starting seeding. C. Pare areas I man.0,limmedlotely Dolor to seeding as follows: of seed areas to a minimum depth of e. 2 nes over 1' In any diameter and sticks, roots, rubbish and extraneous matter. 3. Remove existing weeds and grasses by pulling or tilling under. 4. Grade areas to be seeded to a smooth, free draining even surface with a loose, moderately comes texture. 5. Remove ridges and fill depressions as required to drain. 6. Restore prepared area. If eroded or disturbed prior to seeding. 3.02 SEEDING CONDITIONS A. Seeding shall not be done when the ground is frozen, maw cared, muddy, or In any other unsatisfactory condition for planting. No seeding operations shall be conducted under adverse weather condition. or when soil moisture conditions are unfavorable (too wet or too dry) or when winds exceed 5 MPH. B. Construction methods shall be those establiahad as agronomically acceptable and feasible. The Contractor shall keep ell equipment and vehicular and pedestrian traffic off areas that how beer seeded to prevent excessive compaction and damage to young plants. Where such compaction has occurred, the Contractor shall rework the vet to make a suitable seed bad; than reseed and the such areaswith the full amounts of the spooned materials, at no extra expense to the Owner. C. Surface and seepage water should be drained or diverted from the site to prevent drowning or winter killing of the plants. D. All areas and parts of areas which fall to show a uniform stand of grass far any reason whatsoever shall be reseeded, and such areas and parts of ... .hall be seeded repeatedly until all areas are covered with a satisfactory growth of grass. E. Watering Is considered a necessary element for establishment and survival. F. Where ryegross has bow planted for temporary erosion control and hoe not been eliminated prior to the completion of the work, such areas shall be diww at least 3 Inches deep and seeded to permanent grasses to prevent the ryegrass from reseeding and becoming competitive with and retarding development of the permanent cover. 3.03 SEEDING A. Lime and fertilizer should be applied prior to or at the time of seeding and Incorporated Into the sot. Kinds and amounts of lime and fertnlzer should be based on an evaluation of eon teats. When a sot test Is not available, the following minimum amounts should be applied: Agricultural limestone, 2 tons par acre or 100 Ibs. per 1,000 square feet. Nitrogm (N), 50 lb.. par sae m 1.1 Ibe. per 1,D00 square Not. Phosphate (P205), 100 Its. per awe or 2.2 be. per 1.000 equom feet. Potash (K20), 100 Ibs. per awe or 2.2 Ibs. par 1,000 aquam feet (Note: This Is the equivalent of 500 lb.. per acre of 10— 20-20 fertilizer m 1,000 Ibe. per am. 5-10-10). B. Seed should be spread uniformly by the method most appropriate for the sits. Method. Include broadcasting and hydroseeding a. follows: 1. Broadcasting: Sow seed using mechanical spreader at a role of 4 lb../1,000 square feet. Distribute seed only over entire area by sowing equal quantity in tow direction. at right angles to each other. Rake weed lightly Into top 1/B' of topsoil, roll lightly and water with a fine spray. 2 Hydroseeding: Mlx .pacified need, fertilize and pulverize mulch In water, using equipment specifically designed far hydroseed application. Continue mixing unit uniformly blended Into homogenous fury suitable for hydraulic application. Apply slurry uniformly to all arena to be seeded. Rate of applicatlw as required to obtain specified owed sowing rate. 3. Hydraulic application of seed will not be allowed within 200 feet of the detention pond. 3.04 MULCHING A. Mulch materials shall be spread uniformly by hand or machine at a rate of two 50 Ibs bolo. per 1.000 square feat. B. Organic Mulch Anchoring — Straw or hay mulch must be anchored Immediately after spreading to prevent wind blowing. 3.05 MAINTENANCE A. The maintenance period shall begin Immediately after seeding and shall cmtlnue until acceptance. B. All mulches must be Inspected periodically, in particular after rainstorms, to check for rill eroelon. Where aroslon I. observed, additional mulch shall be applied. Not should be Inspected after rainstorms for dislocation or failure. If washouts or breakage occur, reinstall net as necessary after repairing damage to the slope. Inspections should take place until grasses am firmly established. Grosses shall not be considered established until a ground cover le achieved which le mature enough to control soll erosion and to survive severe weather conditions. Where mulch le used In conjunction with ornamental plantings. Inspect Periodically throughout the year to determine If mulch Is maintaining coverage of the sot surface; repair a. needed. C. Seeding areas shall be protected and maintained by watering, reseeding, mowing, weeding, rolling, Insect or disease control mwwre% re —fertilizing and repair of washouts which are necessary. C. The Contractor shall maintain all seeded areas until full vegetation is established. D. NI seeded areas shall be kept free from weeds and debris, such as stones, cable., baling wire, and oil slopes 4:1 or I... (8.tter) and level turf shall be mowed In the following manner. 1. When grass readies a height of 4-8', mow to a height of Y. 2. At least two cuttings shall be made prior to Mal acceptance. E Following mowing, oil permanent seeding grass areas (mowed and unmowed) shall receive a uniform applicatim of slow rates.. fertilizer hydraulically placed at the rate of 10 pounds per 100 square feet. 3.06 ACCEPTANCE A. Inspection to determine acceptance of seeded areas will be made by the Landscape Ardiit-A, upon Contractor. written request 1. Provide notification at least tw (10) working days before requested Inspection date. B. Seeded area. will be acceptable provided all Installation and maintenance requirements have bear compiled with and a healthy uniform lawn I. established. C. Upon acceptance, the Owner will assume maintenance. 3.07 WARRANTY A. All seeded areas will be warmted for a period of twelve months from date of Owners acceptance. Should any seeded areas fall to maintain full vegetation, failed areas will be refurbished until this specification Is achieved at the cost of the Contractor. Type A Stabilization EcoAegls or approved equal Application Rate 4,000 Ibs per acre Composition — Refined wood fiber (90% by weight) Blended hydrocollold—based binder (10% by weight) Water Holding Capacity — 10 times own weight Surface Coverage Thickness — 1/8' to 1/4' North American Green DS-75 Fully degradable —non—woven Fully blo—degroble pine In mowed areas (lasting 3 to 5 weeks and may require multiple Installations) Type B Stabilization H vdraullco lv Aoalled Mulch EcoAegie or approved equal Application Rate 3,500 Ibs per acre Composition — Refined wood fiber (90% by weight) Blended hydrocollold—based binder (10% by weight) Water Holding Capacity — 10 times own weight Surface Coverage Thickness — 1/8' to 1/4' Martina North American Green DS-75 Fully degradable — non —woven Fully blo—degroble pins In mowed areas (lasting 3 to 8 weeks and may require multiple Installations) Type C Stabilization Hydraulically Aoalled Mulch EcoAegie or approved equal Application Rate 3,000 Ibs par acre Composition — Refined wood fiber (90% by weight) Blended hydrocollold—based binder (10% by weight) Water Holding Capacity — 10 times own weight Surface Coverage Thickness — 1/8' to 1/4' Martina North American Green DS-75 Fully degradable — non —woven Fully boo—degroble pins In mowed areas (lasting 3 to 8 weeks and may require multiple Installations) Type D Stabilization Hvdraulicolly Aoalled Mulch Application Rate 1,500 Ibs per acre Composition — Standard wood fiber Blended hydrocollold—based binder Surface Coverage Thickness — 1/8' to 1/4' North American Green DS-75 Fully degradable — non —woven Fully bio—degrable pins In mowed areas (lasting 3 to 8 weeks and may require multiple installations) RE"C'EV" MAY 2 7 2011 LA CIVIL ENGINEERING ASSOCIATES INC. 100NSFIEIDNEWIAW SOUMBORt1NGTON, VF am BaYda0.2323 AeX aozae wi wee: www`q awe Rr 0) a DRAIIN MAB CHECKED SAV 1PPeaino SAV OWNER: BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 DATE CRECe'ID es"adw _ d 041 1111. 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Box 1597 Scarbwough, Maim 04070 email: aw -n lghtlag.com ph: 207-883-7100 fax: 207-885-9605 U) •F+ /t/+� W V/ Q) cc M m 2 Page 1 of 1 1 City of So. Burlington ��IItlIIIIIIIIIIIIIIII i iliii: ���Illfl�ll�llll�ll�goll � 1piP' i . �nnmilllel- Blackbay Ventures VI 11, LLC r� ��c �IIYIIINNI11I1IIII:1 Ili 1-� �i� ' I�I IL 8r - III, `�IRIII c i BUILDING #3 j :.. IIIIGfd!'!NIInRVAIIIV7 BUILDING #4 RJ UP POW= I it BUILDING #4 BUILDING #3 BUILDING #2 BUILDING #1 RECENED J A N 0 8 L iv"- City of So. NO. DATE: REVISION SCALE: 5/52" I'-0" DRAWING NO. DATE: 12/BO/14 G4 DESION STUDIOS, LLC AM) IS THIS NOTO BE COPIED. ID.RTHE PROPERTY UCEI). G4 DESIGN STUDIOS BUILDINGS 1-4 CVR• DRAWN BY: G4 CHECKED BY: G4 OR THE OR ITENT THEREOF USED. iN ORTHE CONTENT WHOLE PART. WITHOUTTE 77 COLLEGE STREET, BURLINGTON, VERMONT 05401 ELEVATIONS PRIOR WRITTEN CONSENT OF STF.VI: RI T GUILD 802-497-0895 6" EXPOSURE NORTH ELEVATION 3/16 = I -O' DEAST ELEVATION 23/1/c = 1 -0 SOUTH ELEVATION %��WEST ELEVATION 3/16' = I' -O' 9'-10" PVG TRIM TOP AND BOT o EDAR I m 4"X4" PT POST Dump5ter Enclosure Elevation 3/16' = 1'-0' Nub'. h WINDOW TRIM DETAIL P G4 DESIGN STUDIOS. LLC AND IS NOT TO DRAWING 04THIS DESIAWINGISS. LIC AND COPIED. T REPRODUCED. ORTHE-OR IN PART, WITHOUT THE WHOLE OR IN PART, WITHOUT I EV PRIOR WRITTEN CONSENT OF S7'EVI: GUILD NO. DATE: REVISION SCALE: 5/16" - 1'-0" BLACKBAY VENTURES VI I I LLC 1 G4 DESIGN STUDIOS �� COLLEGE STREET, BURLINGTON, VERMONT 05401 $02-497-0$9 S BUILDING 1 ELEVATIONS DRAWING NO. Al 0 2 DATE: 1/5/15 PRAWN BY. G4 CHECKED BY: G4 ARCHITECTURAL ASPHALT SHINGLES i5'-0" I IBER CEMENT SHAKES _ _— --_--- METAL ROOFLLI — — - CLAD WINDOS LM]IEVINYW(TYP.) — o 1 - I _ I J B" PVC CORNER El TRIM Ell ED m E, - � 50LID CORE METAL DOOR p� In dll� w °II 1 ICI Ili i h'il��l I III .. ` FIBER CEMENT E BOARD ARCHITECTURAL 5' EXPOSURE ASPHALT SHINGLES WOOD TOP RAIL METAL RAILING VC TRIM RUBBED/TEXTURED SOU ELEVATION LF- FIBER CEMENT BOARD DECORATIVE COLUMN EDAR LATTICE CONCRETE (TYP.) ��1�jQU'r}-I - 1 5" EXP05URE NORTH ELEVATION IM EAST ELEVATION WEST ELEVATION 4 -0 NO. DATE: REVISION SCALE: 5/16" 1'-0" DRAWING No, DATE: V5/15 IS,THE PROPERTY 04 DESIGN STUDIOS. LLC AND IS BLACKBAY G4 DESIGN STUDIOS BUILDING 2 A202 DRAWN BY: G4 CHECKED BY: G4 NOT TO BE CO DUCED.1 ORTHE CO TENT ,REPRODUCED. ORREOF WHOLE OR IN PART, WITHOUT TFffS ROR WRITTEN OF STEVE PRIOR WRITTIN VENTURES VIII LLC 77 COLLEGE STREET, BURLINGTON, VERMONT 05401 ELEVATIONS CONSENT aun.0 1 802-497-0895 I.d ICI ■ p 1= I J�Iy ��p .'J1111 � + ry��6fil�lj■ _........o....................�..................... _.....��.............�..............�........�...�.. _—.- NORTH ELEVATION SOUTH ELEVATION 3/16 1 -0 3 3/16' I -0 EAST ELEVATION REV15ION THIS DRAWING IS THE PROPERTY OF G4 DESIGN STUDIOS, LLC AND IS NOT TO BE COPIED. REPRODUCED, OR THE CONTENT THEREOF USED. IN WHOLE OR IN PART, WITHOUT THE: PRIOR WRITTEN CONSENT OF STEVE GUILD SCALE: 5/16" - V-O" DATE+ 1/5/I5 DRAWN BY: G4 BLACKBAY CHECKED BY: 44 VENTURES VIII, LLC WEST ELEVATION G4 DESIGN STUDIOS 77 COLLEGE STREET, BURLINGTON, VERMONT 05401 802-497-0895 DRAWING NO, BUILDING 3 �A302 ELEVATIONS i - _ {I - FER mI�IEl TM jmII II 1 ° r NORTI-I ELEVATION SOUTH ELEVATION NED 2 E/1A5T ELEVATION 4 WEST ELEVATION 36 NO. DATE: REVISION 5GAL.E: 5/16" I'-O" -- DRAWING NO. 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BURLINGTON I I / #113 / — — W — WATER LINE _ . ` , - CITY CENTER, INC. / - -OE- OVERHEAD ELECTRIC - -ST- STORM DRAINAGE LINE - - - - - - - - - - --- L SEWER MANHOLE--�/ W-.�-----�---—SIN---__--------_ �W=�- -�- STORM MANHOLE /' o HYDRANT- - _ Z ® SHUT-OFF Ne I I m •n, POWER POLE EXISTING EDGE Of rc m cn MARKET STREET MARKET $,[� REET -� GUY WARE . (Q: CATCH BASIN - / EXISTING SMH C 'NIV=316.2 - ��BY OTHERS I � I I SJl DECIDUOUS TREE s1 +, CONIFEROUS TREE - - -F - - - -FM- - - - - - - - - - - STOCKPILE EXISTING SOIL EDGE OF BRUSH/W00f15"-�-`-:- � .t'�,T � '' DRAINAGE SWALE 60 _+(Q __ __ p COTTONWOOD\, EXISTING 6" TIMBER W COTTONWOOD I T D , I jjj /,mil T \ L....._.. / `EXISTING SOIL STOCKPILE EXISTING EXIS I G GARAGE DRIVEI/AY i n/f SO. BURLINGTON CITY CENTER, INC. I T1at / EXISTING / HOUSE I I f E*OSTINq HOUSE IANDGE 1\ TPx2 \ I \\ l T� BE Af�EMOVE. \ / I BL CKBAY BLACKBAY ( \ / II I/ VENTU S VIII, LLC VENTURES VIII, LLC E AR VINYL FENC€� SXEXISiING STOCKAFENCE ni ESTIN TONE WA LL 1w TW=326.1 EXISTNC GARAGE J3.' I I DE p ' { ' ' EXISTING MARE FENCE - I EXISTING'. CHAIN 1 01 II I LINK FENCE n/f ' Z / I BOLTON Fi I I # 9 — N a 13 EXISTIN WI f HOUS fn/f I /f . / I / n/f PAR ER I CARPENTER n/f i 4 #2 I— — JEDICT MOORE / CHAUSSE I / #10 #8 #6 ' ' ' / ' F_ I / n /f LAHUE # 145 IBY STREET GRAPHIC SCALE I I ( IN FEET I I incn = 20 I4 ' SITE ENGINEER: I n/f � II ROCKWOOD m #118 CIVIL ENGINEERING ASSOCIATES INC. 10MMISHELOVIEWlANE, SOUTHIRMLINGTON, VT 05403 EDb9942825 FAK' BD2d64 71 Wtb: Www.cmN.can IroPYR,➢DT ©so _ I y DM►N MAB CIIECISO / SAV / APPROVED SAV / ownr;R: POULIN #126 BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD — — SHELBURNE VT 05482 n/f BELL PROJECT: MANAGEMENT, LLC #132 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON n/f VERMONT 05403 SPOONER #138 I n/f ROMAN CATHOLIC DIOCESE CHURCH #142 LOCATION MAP AITS ➢ATE CPSC AEWISION 04/25/14 SAv I PRELIMINARY PLAN SET 08/D6/14 CJG REMSED PER Cltt REMEW OB/11/14 CJG REMSED PER DRS DOMMENTS 12/15/14 SAV FINAL PLAN SUBMITTAL EXISTING CONDITIONS SITE PLAN DATP, NAWIN1. nUMRM1IE MARCH 26, 2014 1A, = 20' C 1. 0 13247 r LEGEND .. ....... .:.. . ..... EXISTING CONTOUR APPROXIMATE PROPERTY LINE / 1 - - APPROXIMATE SETBACK LINE '"' I / I / - -SS- GRAVITY SEWER LINE �' / `, n/f / - -FM- FORCE MAIN rn/f / / / ,'_CHASTENAY ESTATES, INC. .,. •" /WW C5 - - W - WATER LINE SO. BURLINGTON #113 / CITY- CENTER, INC. - -OE- OVERHEAD ELECTRIC - -STD STORM DRAINAGE LINE I" 4) SEWER MANHOLE ... / / STORM MANHOLE - - ............. .... , ... / -' -. / . HYDRANT" . `". - _.. - _..... .. ..... _ 0 SHUT-OFF �` VERIFYFINALLOCATION OFPE STRIAN PROJECT TO INCLUDE INSTALLATION OF Z I PATH WI CITY OF SOUTH BURLWGTON SUBBASE FOR FUTURE MULTI -USE m •n, POWER POLE PRIOR TO CONSTRUCTION RECREATIONAL PATH. COORDINATE v WITH CITY OF SOUTH BURLINGTON - GUY WIRE MARKET $tREET ETBA SETBACK / CATCH BASIN 20.00 C / l DECIDUOUS TREE a .EASEMENT FOR RECREATIONAL SITE ENGINEER: C r /f ROCKWOOD CIVIL EN MUkING ASSOCIATES INC. #118 10111IYIISRElDY1EWIAE,, 90IIRII&IRVIGIDN, 17054M 1110241011,112113 FAD OXHISI WM: Www.DetrvLDRm DRARN MAB - CRRCCRD SAV APPROVED SAV n/f OWNER: POULIN #126 ' CONIFEROUS TREE _. __... - / _. PATH I rYYYY EDGE of BRusH/woods. Qd /�O / TO FUTURE MULTI -USE PATH PER DETAIL PROVIDE CONCRETE WALKWAY I 2DRIP EDGE -- DRAINAGE SWALE ti A® 9\2 J �:. . .,, .,.... ,. °,.,•, ''- sue..,-i " .., BELL T MANAGEMENT, LLC J 20.O' 70 0 1 2 STORY I, a STORY.. / N #132 a/ PROPOSED I 112.d PROPOSES • ` Ff1CIPOSEq 72 O 1 PROPOSED j MIN 14 d I.25TORV I MIN ° l % ' 2 STORY ; ' x I, 31UNIT'BUILDING 3UN1T BUILD1Nf3"i 31UNIT BUILDING 3 1NfT BUILDING I I m 1 I / FF=324.7 �i FF=325.2 I 1 FF-325.7'. FF=328.2 I UVLBpX n/f - __ -I °� - - I SO. BURLINGTON ,...: 1 ! ' CITY CENTER, INC. I 1 1 1 - a DUMPSTER I III jl 58 I AC BIKE ;� ENCLOSURE / n/f RACK ® (TYP OR) SP#108ER BLACKBAY BLACKBAY SN W O / O (pjlENTURE$. VIII LLC VENTURES VIII, LLC STO GE ® mtl ~ CENTRAL DI 7RICT 3_ _ -_ a - CENTRAL bISTRICT 3 - x- - - RESIDENTIAL 4 ' NEW RETAINING WALL ! RE IDENTIAL j i/ /i i •/ ro _. Hf0 EXISTING i GARAGE i EXISTING `, I NEW 6' HIGH CURB PROPERTY LINE TO I n/f NEW G HIGH BE DISSOLVED ) ATHOLIC WOOD STOCKADE FENCE BOLTON / I I DIOCESEROMAN CHURCH j #139OLTO #142 EXISTIN H us OUS PARKER 4" CARPENTER v /f .. n f / n/f #4 #2 i . OCT MOORE I / CHAUSSE %I ". I i _ 0 1 #8 #6 I I � I F EXISTIN I I I n/f HOUSE I LAHUE GENERAL NOTES ; # 145 1. Utilities shown do not purport to constitute or represent all utilities located upon 10. The tolerance for finish grades for all pavement, walkways and lawn areas shall or adjacent to the surveyed premises. Existing utility locations are approximate only, be 0.1 feet. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (BBB-344-7233) prior to 11. Any dewatering necessary for the completion of the sitework shall be considered any construction. as part of the contract and shall be the Contractor's responsibility. 2. All existing utilities not incorporated into the final design shall be removed or 12. The Contractor shall coordinate all work within Town Road R.O.W. with Town - - - abandoned as indicated on the plans or directed by the Engineer. authorities. 3. The Contractor shall maintain as -built plans (with ties) for all underground 13. The Contractor shall install the electrical, cable and telephone services in utilities. Those plops shall be submitted to the Owner at the completion of the accordance with the utility companies requirements. project. 14. Existing pavement and tree stumps to be removed shall be disposed of at an 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a approved off -site location. All pavement cuts shall be made with a pavement saw. direct or indirect result of the construction. 15. If there are any conflicts or Inconsistencies with the plans or specifications, the 5. All grossed areas shall be maintained until full vegetation is established. Contractor shall contact the Engineer for verification before work continues on the item in question. 6. Maintain all trees outside of construction limits. 16. Property line information based on Plat prepared by Civil Engineering Associates 7. The Contractor shall be responsible for all work necessary for complete and entitled "Black Bay Ventures VIII LLC and South Burlington City Center, Inc. (Draft) - _ operable facilities tacit ities and utilities. dated February 2, 2014 revised February 21, 2014. This plan is not a boundary survey and is not intended to be used as one. 8. The Contractor shall submit shop drawings for all items and materials incorporated into the site work. Work shall not begin on any item until shop drawing 17. Ii the building is to be sprinklered, backflow, prevention shot[ be provided in approval is granted. occordonce with AWWA M14. The Site Contractor shall construct the water line to two feet above the finished floor. See mechanical plans for riser detail. 9. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards. IBY STREET GRAPHIC SCALE 1N FEET ) 1 inch = 20 It. I I � I II ZONING REQUIREMENTS: ZONING DISTRICT: CENTRAL DISTRICT 3 CATEGORY REQUIRED EXISTING* PROPOSED COVERAGE 50% 80% 5.6% 7.7% 26.5% 72.7% BUILDING TOTAL SETBACK 0_80' -0•80'.. S. 5' :±117' ±g,g 1300.0' ±301' ±41.7 s ± 1.01 ±20.0' - ±51.4' FRONT YARD FRONT YARD SIDEYARD - SIDEYARD BUILDING HEIGHT 35 ADF.A.R. PROPOSED. PRIMARY RATIO 0:5 15600 /:31:31V2g = ±.47* *F.A.R. RATIO INCLUDES ONLYFINISHED AREA BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05462 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 LOCATION MAP AST DATF. I. -El REvsION 04/25/14 SAV PRELIMINARY PLAN SET 09/015/1♦ CJG REMSED PER CITY RENEW CJG REVISED PER pie COMMENTS CJG REMSED PER CORE COMMENTS d12/01/14 REM5ED PER DPW COMMENTS SAV REMSED 9UILOING FOOTPRINT SAV nNAL PLAN SUBMITTAL PROPOSED CONDITIONS SITE PLAN MARCH 26, 2014 Se". 1"=20' C 1.1 PROD. NO. 13247 LEGEND f II I I I -- -- EXISTING CONTOUR APPROXIMATE PROPERTY LINE II - - - APPROXIMATE SETBACK LINE - -SS— GRAVITY SEWER LINE - -FM— FORCE MAIN I ONTRACTOR TO VERIFY - W — WATER LINE I DUS77NG UTILITY ' LOCATIONS PRIOR TO I I I -UE — UNDERGROUND ELECTRIC i i CONSTRUCTION (IYP.) \\ I I I I I I -0E— OVERHEAD ELECTRIC _ -- - - -G— GAS - -------_---ly_-g __ - -ST— STORM DRAINAGE L11GE - - - - —W ________ -- 8"D.L---W-------------_---W----- � I SEWER MANHOLE INSTALL 15' CAP ---- - — -- STORM MANHOLE HYDRANT --77O MH#1 �IG FIELD VERIFY LOCATION NEWS� I I AND ELEVATION OF EX R/M=320.0d: EXISTING EDGE OF -Z FORCE MAIN MARKET STREET MARKET STREET 3% SERRVICE(11P.) ® SHUT-OFF INV=317.2 a 30' OF 4" SCH. 40 10, POWER POLE PVC CASING EXISTING H -2 GUY WIRE Z Q 2 C 2.6 NM-3?6.2 ,..6PLDpBY OTME SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES, INC. 101NNSREIDWEWIANE, SOUTH BURLINGTON, VF 05403 eoam42szs FAX eozau-avr xeb:..w.mo-w.can DIURNcar © z MAB CHBCX60 SAV APPROVED SAV OWNER BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD ;p CATCH BASIN _. -- .-- - - — - SHELBURNE VT 05482 - - --F ---- -- 4 35 I DECIDUOUS TREE -F S R 35 1 IN CONIFEROUS TREE _ G G 4 H I rWYY' EDGE OF BRUSH/WOODSIT t ,� \\ I I I/ --]TIE IN W/ 2" NO -BLOW TEE o PROJECT: -- DRAINAGE SWALE - - - - - - - - - - - - +- TRANSITION FITTING. 2" ENDWAlIAINW/T' _._ _ ._ s e ---- -_ --- -_-_ --_ SL _ 3x _ _ -- --- _ L _ ---- / �. i BALL VALVE WIHH.EXT. PURGE POINT CAP. p r} - tll _ 1 -. ..._ --- I LOCATION BOX OVER TEE T� I LOC BOX OVER END PROPOSED I G 1 PROPOSED, rcOSEt �. 1 'ice 1 I I I 1. I I 12 UNIT 31UNIT kD/NG 3UNIT BUILDING 8#//tlT�/Nt3 I idri l HOUSING PROJECT FF324.r FF 3z52 I FF 3252 IUE x c1 f. :n FD A-F4 _ - _ •, _; I I 135 HINESBURG ROAD N ' SOUTH BURLINGTON f I VERMONT 05403 I I I I I I I I I I UTILITY NOTES 1. Future Market Street Utilities and Market Street layout shown are based on plans prepared by Vonasse Hagen Brustlin. Inc. entitled "South Burlington - Market St." dated March 24, 2014. 2. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 3. Final location of proposed underground electric based on plans by others. I tBSjUA CEsSTSUSUBSURFACE INFILTRATION INON SYSTEM/1 #2 FXISTINO STOCKAOF FFNCF VINYL FENCE I II I I I I I I I I I I I I I I I 15" HDPETID➢. fL U VIED % EXISTING EXISTING I I /. GARAGE STONE WALL I ' EXISTING WIRE FENCE EXISTING CHAIN TW=326.1 I LINK FENCE I I I I pRouBDT LocAnoN ��� EXISTIN_`141 , I HODS I I I I I LOCATION MAP NrS EHOUSE XISTIN DATA CREC](ED RRVISION 04/25/14 SAV PRELIMINARY PLAN SET Os/m/14 CJG REVISED PER CITY RENEW 011/11/14 REVISED PER DRB COMMENTS "/0'/" PBS REVISED PER DPW COMMENTS 12/01/14 SAV REVISED BUILDING FOOTPRINT 12/15/14 FINAL PLAN SUBMITTAL N I I I I I I PROPOSED I I UTILITY I I I I PLAN GRAPHIC SCALE I I I ( I DATE MARCH 26, 2014 DRAWING NUYBBH SCA ill =20 C1.2 ]N FEET) 1 i ch = 2U }L. I N0. I I pRW. 13247 5 LEGEND / ....... �;,.. ._..... EXISTING CONTOUR APPROXIMATE PROPERTY LINE ._SETBACK — — — APPROXIMATELINE ... .... _... _... .... .., / ._.... .' ... .' / — —SS— GRAVITY SEWER LINE — —FM— FORCE MAIN / — — W — WATER LINE — —OE— OVERHEAD ELECTRIC — —ST— STORM DRAINAGE UN/F / SEWER MANHOLE STORM MANHOLE HYDRANT — ® SHUT-OFF / / — — •n, POWER POLE "• ` > GUY WIRE 15- iN DPE C. P W/ HDPE CAP ;' SAGE OF MARKET MARKET / MARKET STl}EET StREET .. NEW DMy#1 ,(5'0)-/ RIM=321.8t INV. IN=317.5 (S) INV. OUT=317.5 (E) INV. OUT=317.5 (N) INV. IN. (12")=317.5 WEIR INV.=318.5 .NEW DMH#2 (50) RIM=321,6t INV. IN=317.7 (S) INV. OUT(15")=317.5(N) INV. OUT (12")=317.5(E) WEIR INV.=318.0 UTILITY NOTES 1. Future Market Street Utilities and Market Street layout shown are based on plans prepared by Vonasse Hagen Brustlin, Inc. entitled "South Burlington - Market St." dated March 24, 2014. 2. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor sholl contact Dig Safe (888-344-7233) prior to any construction. I; A"' BiW]E I Iw-3322.8� ' \ Bw=320.0 EXISTING STOCKADE FENCE � \\``EXISTING ru VINri FENCE NEW CB #2 NEW DMR#3 (4'0) RIM=321.8 RIM=322.5t INV-318.5 INV.'IN(12")=318.9 (E),`, ! NEW CB #1 / INV. OUT=317.9 (W) i RIM=321.5 / WEIR INV.=319.7 '. INV. IN=317.9 / INV. OUT(15")=317.8 / NEW DMH#4 (5-0) RIM=322.6 INV. IN=319.1 / INV. OUT=319.0 (W) INV. OUT-319.0 (N)- WEIR INV.=319.5 -OEM — ........ _.... ..; £ x EXISTING EXISTING i GARAGE - STONE WALL TW=326.1 -EXISTING WIRE FENCE EXISTING. CHAIN NEW CB #3 LINK FENCE RIM=322.4 INV. IN=319.6 INV. OUT=319.5 EXISTIN HOUS I I /! I I EXISTIN HOUSE ------ - - _ - - - - - - - - - GRAPHIC SCALE IN FEET) 1 inch = 20 ft. I; �I II I 01 II II I I SITE ENGINEER: -OLV CIVIE ENGINEERING ASSOCIATES, INC. 10MOGRElDWEIN AVIE, SWMBM MTON, tT 054M eoamr2szs r�tr, eo¢-eunn .eo, mw.o..w.oan coaamcsa © ao - DM- MAB SAV APPROVEB SAV OWNER BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 LOCATION MAP NiS DATE CNRCRED REVISION 14/25/11 — PRELIMINARY PLAN SET 18/mp/ REMSED PER CITY RENEW IB/11/14 CJG REVISED PER ORB COMMENTS 1/05/14 PBS LOCAL STORMWATER SMRMITTAL 2/01/14 SAV REMSED BULGING FOOTPRINT 2/IS/14 BAV nNAL PLAN SLBMITIAL PROPOSED GRADING AND DRAINAGE PLAN DATE DRAMNG NUMBER MARCH 26, 2014 =20' ll iC1.3 " PROJ. NO. 13247 5 LEGEND EXISTING CONTOUR APPROXIMATE PROPERTY LINE I I / • / — — — APPROXIMATE SETBACK LINE ,� .,, v i it UNDER PLANT ALL BEDS FACING — —SS— GRAVITY SEWER LINE �' i ., ,' MARKET STREET MATH PACHYSANDRA / I —FM— FORCE MAIN 7-— — — IN — WATER LINE .. • / _�_ _ — -", _ / — —OE — OVERHEAD ELECTRIC — —ST— STORM DRAINAGE LINE i �/ '" '• SEWER MANHOLE / MARKET STREET LANDSCAPING BASED ON PLANS PREPARED BY STORM MANHOLE ry VANASSE HANGEN BRUSTILIN, INC. DATED 4/2/14 s HYDRANT MARKET PLANTINGS BETWEEN MARKET STREET $TREE .AND PEDESTRIAN PATH ARE NOT 0 SHUT—OFF P CP 2—HA 2—MP 3—AZ "PART OF PROPOSED DEVELOPMENT - 2—AZ i—RRE 1—PJM 3—IG 2_�S w POWER POLE 1—PJM 3—IG GUY WIRE -' _ .. - - _._ - _- � 2P AZ `. 3—SJ ft CATCH BASIN DECIDUOUS TREE - - • , + " GP —g 'G , CONIFEROUS TREE CCT.ISVJ iYYYY— EDGE OF BRUSH/WOODS -77— — DRAINAGE SWALE — / J .. , I � I I 1 I I l II l II I I I PROVIDE MINIMUM OF 2.5 FEET OF QUALITY PLANT SOIL IN ALL PARKING ISLANDS (TYP. OF 5 LOCATIONS.)�N sA.ns Plant Schedule ,A: +Y� QknI IKIYBotanical Name Common Name Size Traas(daddlous) 7 1 OR Quercus rubs Red Oak 2-2 2" 7 1 CP Comus altemnolia Pagoda Dogwood 5.6' 3 CM Comus In 'Golden Glo ' Golden Glo Do ood 1" T—(evarpnen) 4 OF obtuse F lhooldes Fems rayFalsec re 4.5' 64 Tt thu-a Tech, an Abrobitae 4-5' Meld —Shrubs 8 MP nsylvanlu'Nordie Nordic be (semi eve 2t'-24" 17 CN Cotoneazter honiontalis RMks Cotoneaster 03 2 NA HvdmnRea arborescens'Annabelle' Annabelle Hvdrangea 4.5' 5 1 51 ISpWea igonicaNew Flash' Neon Flash Sprea N7 EFaMm— Shrotm 7 A2 Azalea Nnnham U9N Sanes IW-24" ID 85 Boawood - Green Ve lVet Buaus Microph lla 18"-24" 3 T8R 7—baccata Re andens Creep,,C,e,p,,g En fish Yew 32 TMO TaausmedladenslfortnIs Dense Spreadln Vew 18"-24" 3 RRE Rhododendron mseum ele ans ose Rum Elegans Rhododendron 3-4- 5 JPN Jumper, p—mbens'Nana' Dwarf Japanese Garden Juniper N3 2 PJM Rhododendron cum act clone Com act PJ.M."hoclodendron 2' 6 IG Ilea I.b,.,shamrock' Shamrock lFkberry NS EXISTIN I HOUSE I ET —TMB 0—CH LANDSCAPING IN EASEMENT TO BE REMOVED IF AND WHEN RECREATIONAI PATH IS CONSTRUCTED TMB ORNAMENTAL GRAS; (MASS) I I LANDSCAPING PER PLANS PROVIDED BY ROBERT M. SHENK. RLA I I I I SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES, INC. 10MIASRE(D107EWJANE, SOUTHBURUNGTON, VT 05403 BOABM-ffi9 FNL602A81.2Pi1 ae6: wvw.maN.com DRA1INc� © e _ MAB CHECK[. SAV APPROVED SAV OWNER BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 LOCATION MAP Ban CBBCK® FXMON 04/25/14 SAV PRELIMINARY PLAN SET 1D/01/14 CJc REVISED PER DRS COMMENTS 12/01/14 SAV REVISED BUILDING FOOTPRINT 12/15/14 SAV FINAL PLAN SUBMITTAL Y R; B' CEDAR STAKES a/CUT NOTCH d ��'++`�4- 4;7412 OF GARDEN HB NNE OSE TOR.07 T TRUNK PAPER TRUNK WRAPPING PROPOSED (TO BE A PROVEDSBYELANE05 CAPE ARCHITECT) 6-BADGER RIM LANDSCAPING v'+ LOOSEN, CUT, . REMOVE BURLAP PLAN MOM TOP 1/3 OF RDOT BALL PLANT TREE AT SAME DEPTH AT WHICH TREE HAD PREVIOUSLY GROWN 12"NOTE: 1. PAPER TRUNK MAP MUST BE REMOVED AFTER 1 YEAR, DATE. DRAWING NUMBER 2. Root FLARES SHALLBE AT OR GRAPHIC SCALE MARCH 26, 2014 SLIGHTLY ABOVE FINISH GRADE. 12' 3. AREAS TO BE PLANTED THAT ARE CURRENTLY UNDER PAVEMENT SHOULD HAVE CONTINUOUS DECIDUOUS TREE SCALE CONIFEROUS TREE PLANTING PITS WITH LOAM DR 2 LS 1 BANDY LOAM PLANTING 501L TO A ill — 2D� N.T.S. DEPTH OF 2 FEET TO SUPPORT N.T.S ( IN FEET ) TREE ROOT MOWN, 1 inch = 20 ft PM. N0. 13247 4" BITUMINOUS CONCRETE PAVEMENT: 1 1/2" TYPE III FINISH COURSE 2 1/2" TYPE It BASE COURSE nn.0 - 'o 0 0 0 0 o p0T SPEC. 70t.05 0 0 0 0 0 0° oQo�o�o�o°o° ,•-mom 15' CRUSHED GRAVEL - COARSE ACT SPEC. 704.05 `—COMPACTED SUBGRADE--_ STABILIZATION FABRIC MIRAFI 50OX OR APPROVED EQUAL TYPICAL ROADWAY SECTION N.T.S. SIDEWALK WIDTH AS SHOWN ON PLANS 5" CONCRETE SIDEWALK y ` ' 8" GRAVEL SUBBASE /• UNDISTURBED SOIL OR APPROVED COMPACTED NOTES: GRANULAR FILL 1. EXPANSION JOINTS SHALL BE PLACED EVERY 20' AND SHALL BE CONSTRUCTED OF PREFORMED JOINT FILLER (1/4 CORK OR BITUMINOUS TYPE) 2. BETWEEN EXPANSION JOINTS THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. TYPICAL SIDEWALK DETAIL NTS CONCRETE OR TOP COURSE BITUMINOUS BRICK PAVERS CONCRETE PAVEMENT 1/2" R. 6" (SEE ARCH. PLANS) BASE COURSE BITUMINOUS 7" 5" CONCRETE PAVEMENT 1 0 o I o 0 18 ;oo 0ooQo�00000.o0 6. 0000 ° I°o�CRUSHED GRAVEL BASE�� " l000°o°° �� ... ..........................•... °o ��• CRUSHED GRAVEL .: *. •..•.. - SUB -BASE MATERIAL 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WTH 1/8" JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2" SPONGE RUBBER OR CORK). 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK AND CONCRETE CURB TOP. CURB W/SIDEWALK DETAIL N.T.S. TOP COURSE BITUMINOUS CONCRETE PAVEMENT 1/2" R. 6" " R. BASE COURSE BITUMINOUS CONCRETE PAVEMENT 7" SUB -BASE MATE ................................ 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8" JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATON M-153 (1/2" SPONGE RUBBER OR CORK). N.T.S. CURBING AND / OR� EDGE OF PAVEMENT f 4" WHITE PAINTED STRIPES) STANDARD PARKING SPACE LINE STRIPING DETAIL N.T.S. HANDICAP SIGN CURBING AND / OR E EDGE OF PAVEMENT i 4" WHITE PAINTED STRIPES HANDICAP PARKING SPACE LINE STRIPING DETAIL N.T.S. 91-01. 2'-D" MULTI -USE PATH CONCRETE SIDEWALK NOT PART OF THIS PROJECT B" DENSE GRADED f..! CRUSHED STONE UNDISTURBED SOIL OR APPROVED COMPACTED NOTES: GRANULAR FILL 1. EXPANSION JOINTS SHALL BE PLACED EVERY 20' AND SHALL BE CONSTRUCTED OF PREFORMED JOINT FILLER (1/4 CORK OR BITUMINOUS TYPE) 2. BETWEEN EXPANSION JOINTS THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. TYPICAL MULTI -USE PATH DETAIL TUTS DETAIL BASED ON TYPICAL SECTIONS PREPARED BY VANASSE HAGEN BRUSTLIN, INC. FOR SOUTH BURLINGTON MARKET ST. DATED -24/14 SLOPED ROOF FINISHED GRADE 2"-4" WASHED RIVER STONE FROM HINESBURG SAND & GRAVEL OR APPROVED EQUAL 3 FACE METAL EDGING SEE DETAIL 9 THIS SHEET 3/4"-2" WASHED DRAINAGE STONE FILTER FABRIC MIRAFI 140NS TYPICAL DRIP EDGE AT BUILDING N. T.S OF BUILDING 4" TOPSOIL 49 BIKE RACK (PARK -IT -BIKE RACKS) OR APPROVED EQUAL N.T.S. t STOCKADE BOARDS %" X 3Yf" PLAINED BOARDS, DOUBLE NAILED TO BACK RAILS COMES IN HEIGHTS 4'-B' ALL STANDARD SECTIONS ARE 8'IN LENGTH PLUS Wr FOR POST STOCKADE FENCE N.T.S. 8" LAP JOINT STEEL STAKES HOT ROLLED STEEL PLATE 3/16" X 4" % I PRIMED &PAINTED W/ 2 COATS BLACK PAINT L 8" k 15" X 3/16" STEEL STAKE 2'-8" O.C. (TYP.) ELEVATION F STEEL EDGING - HOLD 1/4" BELOW FINISH GRADE OF PAVING, ANY EDGING THAT IS FLUSH OR ABOVE FINISH GRADE WILL BE REJECTED SEE DRIP LINE DETAILS I rFOR MATERIALS FINISHED GRADE/ PLANTING AREA OR LAWN- SEE PLAN FOR 15" X 3/16" STEEL STAKE SECTION METAL EDGING N.T.S. SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES, INC. 10MANSRELD VFW LAME, SOUTH BURLINGTON, VF OW DD?861-1.9Y9 FA �11 Lwb: Rww.ceo-vtcan m p z DRARN MAB CNRCKED SAV APPROVED SAV OWNER BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 DATE JCBECKEDJ RMSMN SAV PRELIMINARY PLAN SET CJG REVSED PER CITY RE— d CJC REVISED PER DRB COMMENTS PBS REVISED PER DPW CDMMENTS SAV FMAL PLAN AIBMITTAL SITE DETAILS DATE DRARING NUMBER MARCH 26, 2014 ASS SHOWN C2.0 PRDJ. ND. 13247 MANHOLE WALL MANHOLE OPENING ABOVE WF- �F <w m rn b a a a L m UNDISTURBED��``•�`� -0" MIN. :ADIUS PLAN LEBARON FRAME /--LC266 TYPE C OR & COVER EQUAL ADJUST TO MEET FINISH GRADE. FINISH GRADE SET FRAME ON FULL MORTAR BED & SEAL JOINT CONCRETE RISERS FOR ADJUSTMENT X24"12" POLYPROPYLENE MANHOLE STEPS 0 B" O.C. WATERTIGHT JOINTS USING MASTIC OR RUBBER GASKET — 48" COAT EXTERIOR OF ENTIRE MANHOLE WITH A WATERTIGHT SEALANT (2 COATS) CAST IN PLACE FLEXIBLE MH SLEEVES OR APPROVED EQUAL 1" RISE (TYP. ALL PIPES) USE 3" (MAX.) STUBS AT ALL MANHOLE PIPE CONNECTIONS W,HEST NCRETE FILL TO CROWN OF PIPE MIN SOIL OR ROCK CLASS B CONCRETE SHELF AND INVERT 6" MIN. CRUSHED ELEVATION STONE BEDDING NOTES: 1. INVERTS TO BE CONSTRUCTED ONLY AFTER SUCCESSFUL COMPLETION OF LEAKAGE TEST. 2. EXTERIOR JOINTS SHALL BE SEALED ONLY AFTER SUCCESSFUL COMPLETION OF LEAKAGE TEST. 3. INTERIOR JOINTS SHALL NOT BE GROUTED. 4. IF DEPTH OF MANHOLE IS 7' OR LESS FROM RIM TO CENTERLINE INVERT, THEN A FLAT TOP SHOULD BE SUBSTITUTED FOR THE CONE SECTION. TYPICAL SANITARY SEWER MANHOLE NTS. 45 WYE SEWER MAIN 4" 22 1/2 OR 45 ELBOW 4" MIN. SDR 35 PVC SEWER SERVICE. CONTINUE TO PROPERTY LINE 0 MIN. SLOPE _ 1/4" PER FT. PLAN (NEW CONSTRUCTION) 4" MIN. SDR 35 PVC 4- 22 1/2 OR 45 ELBOW SEWER SERVICE ROTATED AS REQUIRED SEWER MAIN ELEVATION TOPSOIL, RAKE,---, UNPAVEDI PAVED SEED &MULCH 4" 22 1/2 OR 45 ELBOW 45 WYE� SADDLE 4" MIN. SDR 35 CONNECTION PVC SEWER SERVICE. CONTINUE TO PROPERTY LINE 0 MIN. SLOPE _ EXISTING 1/4" PER FT. SEWER MAIN STAINLESS STEEL CLAMP PLAN (EXISTING PIPE) NOTES: 1. CONTRACTOR TO PROVIDE 3 LOCATION TIES TO END OF LATERAL TO BE INCLUDED ON "AS -BUILT" DRAWINGS. END TO BE PLUGGED WITH 4" PVC WATERTIGHT PLUG AND MARKED W/ 2"x4" BOARD EXTENDING FROM SEWER TO 2' MIN. ABOVE FINISH GRADE. (IF CONSTRUCTION IS NOT CONCURRENT WITH LATERAL) 2. SEE TYPICAL TRENCH FOR BEDDING AND BACKFILL REQUIREMENTS. SEWER SERVICE CONNECTION NTS NOTES: 1. Typical trench for water, sewer, and drainage pipe. 000°o pO00000°°°pO o° 2. Compaction of backfill and bedding shall be a minimum of 90% (95% under roadway surfaces) of maximum dry density determined in the standard proctor test (ASTM D698). APPROVED BACKFILL THOROUGHLY COMPACTED 3. Bedding material shall not be placed on frozen IN 8" LIFTS subgrade. 2" OF RIGID INSULATION 4. Approved backfill shall not contain anz stones TO BE INSTALLED WHEREVER more than 6" in largest dimension, 2 maximum MINIMUM COVER CANNOT diameter within 2' of the outside of the pipe, PI: MAINTAINED & ALSO APPROVED BY THE ENGINEER or any frozen, or organic material. 5. Trenches shall be completely dewatered prior to PIPE placing of pipe bedding material and kept dewatered during installation of pipe and backfill. 6. The sides of trenches 4' or more in depth entered THOROUGHLY COMPACTED by personnel shall be sheeted or sloped to the BEDDING MATERIAL angle of repose as defined by O.S.H.A. standards. 7. Bedding material for wastewater lines shall consist of 3/4" crushed stone. UNDISTURBED SOIL OR ROCK For water lines bedding material shall be sand. Submit a sample to the Engineer for approval. 8. In trenches with unstable materials, trench bottom shall first be stabilized by placement of filter fabric then crushed stone (3/4" maximum). TYPICAL TRENCH DETAIL N.T.S. ADJUSTABLE IRON CURB Note: W/UD MARKED 'WATER - All work to be performed in accordance with t' the Specifications and Details for the Installation of Water lines and Appurtenances FINISH GRADE for all Water Systems Owned by the Champlain Water District, the City of South Burlington, -T and the Village of Jericho. Details should be modified to the above reference specifications. INSTALL A GOOSE WATER MAIN NECK LOOP CURB STOP MUELLER B 252D9 (a CAMBRIDGE BRASS) CORPORMUELLE H- STOP MUELLER H-25008 4'x8"06' SOLID CONCRETE BLOCK TYPE "K' COPPER SERMCE UNDISTURBED SOIL OR AS SHOWN ON PLAN WATER SERVICE CONNECTION WATER OR SEWER LINE MINIMUM 18" SEPARATION BETWEEN OUTSIDE OF PIPES WATER OR SEWER LINE NOTES: 1. AT CROSSINGS, ONE FULL LENGTH OF WATER/SEWER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER/SEWER AS POSSIBLE. 2. IF THE SEWER MAIN IS OVER THE WATER MAIN, THE FIRST SEWER PIPE JOINTS ON EACH SIDE OF THE WATER MAIN MUST BE CONCRETE ENCASED. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. 3. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE 18" SEPARATION, THE SEWER MATERIALS SHALL BE WATER MAIN PIPE OR EQUIVALENT AND SHALL BE PRESSURE TESTED TO WATER MAIN STANDARDS, 4. WATER MAINS AND SEWER LINES OR MANHOLES SHALL HAVE AT LEAST 10' HORIZONTAL SEPARATION. THIS DISTANCE SHALL BE MEASURED EDGE TO EDGE. WATER/SEWER CROSSING DETAIL NT.S SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES. INC, 10,101M1SHElDwEWUNE, SOUIHBURDNGTON, Vr OW Ba2de4 P929 FAX: IKVNIM 11 NBD: W Ww.ceeH.coen COPYRI NT © Y - mE0 DI—N MAB GN1— SAV APPROVED SAV OWNER BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 Un CBECX@D RRVisIGN 04/25/14 SAV PRELIMINARY PLAN SET OB/D6/14 CJG REVISED PER CITY RENEW GB/11 /14 CJG REED PER DRB COMMENTS 12/15/14 SAV FINAL PLAN SUBMITTAL UTILITY DETAILS DATF DRARING NUM — MARCH 26, 2014 ASJSHOWN C2" 1 PFOJ. N.. 13247 PAVEMENT GRANULAR WELL GRADED SOIUAGGREGATE MIXTURES, -35% FINES. COMPACT IN B IN LIFTS TO 95% PROCTOR DENSITY. SEETHE TABLE OF ACCEPTABLE FILL MATERIALS IN STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, OR WNWW.STORMTECH.COM.M FOR UNPAVED INSTALLATION WHERE RUTTING FROM VECHICALES MAY OCCUR, INCREASE COVER TO 24INCHES. AASHTO M281 CLASS 2 NON -WOVEN GEOTEXTILE %-2INCH WASHED, CRUSHED, ANGULAR STONE SC-310CHAMBEERR _, �, 7VY 10 ^11N- Mom4"PVC RISER DEPTH OF STONE TO BE DETERMINED BY DESIGN ENGINEER (6" MIN.)- SC310 CHAMBER" I SCJ10 END CAP DESIGN ENGINEER IS RESPONSIBLE FOR S. MIN. 17 MIN. TVP. 34' ENSURING SUITABILTY OF SUBGRADE SOILS' FOR STORMTECH INFORMATION CALL 1-888-892-2694 STORMTECH SC-310 CHAMBER SYSTEM TYPICAL CROSS SECTION DETAIL NOT TO SCALE ' SEE STORMTECH'S DESIGN MANUAL 4' DIA. DIA. B' DIA. 2' DIA. 3.8.5. STORMTECH SC-310 CHAMBER END CAP DETAIL Nor TOSCALE FOR STORMTECH INFORMATION CALL 1-888-892-2694 INSTALL REMOVABLE C NEW 50 OUTLET STRUCTURE DMH#1 SEE TYPICAL DETAIL THIS SHEET INV. IN (2)-317.5 WEIR INV.=318.5 / INV.-317.5 INVERT MATCHING ECCENTRIC MANIFOLD (BY ADS, INC.) MAIN HEADER SIZE-15' STUB SIZE-12' WEIR INV.=318.0 —i NEW 5'0J INLET STRUCTURE DMH#2 12" PIPE INV. AT CHAMBERS=317.5 (TYP. FOR ALL 5 CHAMBER INLETS) PAVEMENT FLOOR BOX FRAME AND LID "S.8 CAP SCREW LID CLOSURE /r CLEAN.UT WITH SCREW -IN CAP / r CLASS 'C" CONCRETE _ AASHTO M.. CLASS 2 NON -WOVEN GEOTEXTILE INSPECTION PORT TO BE JJY7 MAW ATTACHED T KNOCK -OUT LOCATE LOCATED AT CENTER OF CHAMBER FOR STORMTECH INFORMATION CALL 1.888.892-2694 STORMTECH SC-310 CHAMBER SYSTEM OPTIONAL INSPECTION PORT DETAIL NOT TO SCALE PAVEMENT PAVEMENT SUB -BASE COMPACTED FILL PER STORMTECH'S TABLE OF ACCEPTABLE FILL MATERIALS' AASHTO M2N CLASS 2 NON -WOVEN GEOTEXTILE %.21NCH WASHED,CRUSHED.ANGUI.AR STONE BACKFILL' (NO FINES) %.2 INCH WASHED, CRUSHED, ANGULAR STONE BENEATH AND AROUND CHAMBER BED' (NO FINES) FOR STORMTECH INFORMATION CALL 1-888492-2894 STORMTECH SC-740 CHAMBER SYSTEM PLAN VIEW DETAIL NOT TO SCALE SEE STORMTECRES DESIGN MANUAL VERLAP NEXT CHAMBER HERE REST 14 PL ALLEY 13*EN 12 PL 5.8' ST BOIL➢ RGV IN xraxw*ol, uu,meaaxx THIS DIRECTION STORMTECH SC310 CHAMBER CORRUGATION DETAIL NOT TO SCALE 45 STORMTECH CHAMBERS (5 ROWS X 9 CHAMBERS) WITH 6" OF (j"-2') CLEAN, CRUSHED, ANGULAR STONE ABOVE, BELOW, AND BETWEEN CHAMBER ROWS. BOTTOM OF STONE ELEV.-317.0 BOTTOM OF CHAMBERS ELEV.-317.5 TOP OF STONE ELEV.-319.5 FRAME &COVER SET FRAME ON FULL SUITABLE FOR H-20 LOADING MORTAR BED & SEAL JOINT MARKED "STORM". ADJUST TO MEET FINISH GRADE. ADJUST TO GRADE WITH PRECAST RISER SECTIONS (12" MAX) H GRADE (BRICKS SHALL NOT BE USED) - I 24 WATERTIGHT JOINT USING V' 60" 0 MIN. WIDTH FLEXIBLE GASKET (SEAL EXTERIOR JOINTS AND 9" MIN. LIFT HOLES w/NON SHRINK GROUT) WEIR INV. CAST -IN -PLACE FLEXIBLE MANHOLE SLEEVES (TYP. FOR ALL PIPES) HOPE IN HOPE OUT ' I I 18" SUMP (MIN.) COAT EXTERIOR OF ENTIRE MANHOLE WITH A WATERTIGHT SEALANT (2 COATS) o°o UNDISTURBED SOIL OR ROCK 12" MIN. PRECAST CONCRETE 6" MIN. CRUSHED WITH MONOLITHIC BASE STONE BEDDING TYPICAL STORM MANHOLE CONTROL STRUCTURE INSTALL 4' WIDE STRIP OF CLASS 1 WOVEN GEOTEXTILE FULL LENGTH OF BOTTOM OF CHAMBER ROW INSTALL 4" WIDE STRIP ._..._ __.._... _. _.......__.._ ...._ _..__... _ __ OF CLASS 1 WOVEN GEOTEXTILE TOTAL LENGTH OF STONE BED = 67'3 FULL LENGTH OF BOTTOM OF CHAMBER ROW WRAP ENTIRE ISOLATOR ROW WITH CLASS 2 NON -WOVEN GEOTEXTILE. UNDERGROUND INFILTRATION FACILITY - SYSTEM #1 N.T.S. INSTALL INSPECTION PORT AT CHAMBER #8 OF ISOLATOR ROW (NUMBERED FROM INLTET END) N.T.S. -FROM SYSTEM p2 SITE ENGINEER: C CIVIL ENGINEERING ASSOCIATES, INC. tOMANSFIELDWEWIANE, SWiHBURLMION, VT OW Bp9-B84-2S23 FAX B02-BB4-02)1 !: Wxw.amM.odn RT © z RRsaRVE9 OAARN MAB cneCXED SAV APPROVED SAV OWNER BLACKBAY VENTURES V111, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 RRWSION PRELIMINARY PLAN SET REVISED PER CITY RENEW RE`ASED PER DRB COMMENTS LOCAL STORMWAMR SUBMITTAL FINAL PLAN SUBMITTAL INFILTRATION SYSTEM #1 DETAILS AND SCHEMATIC DATE DIURIND NUMBER MARCH 26, 2014 SCALF. AS SHOWN C2.2 PRDJ. N0. 13247 PAVEMENT GRANULAR WELL GRADED SOIDAGGREGATE MIXTURES, �35% FINES. COMPACT IN 6 1N LIFTS TO 95% PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, OR WWW.STORMTECH.COM.M FOR UNPAVED INSTALLATION WHERE RUTTING FROM VECHICALES MAY OCCUR, INCREASE COVER TO 24INCHES. AASHTO MIN CLASS 2 NON -WOVEN GEOTEXTILE 5: - 21NCH WASHED, CRUSHED, ANGULAR STONE SC310CHAMBER 4"PVC RISER DEPTH OF STONE TO BE DETERMINED BY DESIGN ENGINEER IS' MIN.)' DESIGN ENGINEER IS RESPONSIBLE FOR J 1 8"MIN. 34" 12MIN. NP. ENSURING SUITABILTY OF SUBGRADE SOILS' s SC310 CHAMBER FOR STORMTECH INFORMATION CALL 1-888-892-2694 STORMTECH SC-310 CHAMBER SYSTEM TYPICAL CROSS SECTION DETAIL NOT TO SCALE STORMTECH SC-310 CHAMBER END CAP DETAIL NOT 7O SC4LE TO SYSTEM M1 E SEE STORMTECH'S DESIGN MANUAL FOR STORMTECH INFORMATION CALL 1-888-892-2694 CHAMBER Y#8 OF ISOLATOR ROW (NUMBERED FROM INLET END) PAVEMENT FLOOR BOX FRAME AND LID W" S CAP SCREW LID CLOSURE CLEANOUT WITH SCREW -IN CAP CLASS "C' CONCRETE r AASHTO M. CLASS 2 NON -WOVEN GEOTEXTILE .IN MAX' INSPECTION PORT TO BE ATTCHEAD THROUGH KNOCK -OUT LOCATED AT CENTER OF CHAMBER FOR STORMTECH INFORMATION CALL 1-583.892-2694 STORMTECH SC-310 CHAMBER SYSTEM OPTIONAL INSPECTION PORT DETAIL NOT TO SCALE PAVEMENT PAVEMENT SUB -BASE COMPACTED FILL PER STORMTECH'S TABLE OF ACCEPTABLE FILL MATERIALS' AASHTO M2N CLASS 2 NON -WOVEN GEOTEXTILE %-2INCH WASHED,CRUSHED,ANGULAR STONE BACKFILL' (NO FINES) '­2 INCH WASHED, CRUSHED, ANGULAR STONE BENEATH AND AROUND CHAMBER BED' (NO FINES) FOR STORMTECH INFORMATION CALL 13B8392-2694 STORMTECH SC-740 CHAMBER SYSTEM PLAN VIEW DETAIL NOT TO SCALE SEE STORMTECH'S DESIGN MANUAL VERLAP NEXT CHAMBER HERE REST 14 PL ALLEY 13 PL .5' 12 PL START EN BUILD ROW IN N1«=�c.Ll ,a.wz.zew THIS DIRECTION STORMTECH SC-310 CHAMBER CORRUGATION DETAIL NOT TO 5"E 40 STORMTECH CHAMBERS (5 ROWS X 8 CHAMBERS) WITH 6" OF (r-2") CLEAN, CRUSHED, ANGULAR STONE ABOVE, BELOW, AND BETWEEN CHAMBER ROWS. BOTTOM OF STONE ELEV.=318.4 BOTTOM OF CHAMBERS ELEV.-318.9 TOP OF STONE ELEV.=320.9 13' MIN. OF AASHTO M288 CLASS 1 WOVEN GEOTEXTILE BETWEEN BEDDING STONE AND CHAMBER BOTTOM / INSTALL 4' WIDE STRIP OF CLASS 1 WOVEN GEOTEXTILE FULL LENGTH OF BOTTOM OF CHAMBER ROW WRAP ENTIRE ISOLATOR ROW WITH CLASS 2 NON —WOVEN GEOTEXTILE. UNDERGROUND INFILTRATION FACILITY SYSTEM #2 N.T.S. 12" HOPE 13' MIN. (BY ADS, INC.) MAIN HEADER SIZE-15" STUB SIZE-12" 12' PIPE INV. AT CHAMBERS=319.0 (TYP. FOR ALL 5 CHAMBER INLETS) INV. IN (2)-319.0 NEW 5'0 INLET STRUCTURE DMHp4 —WEIR INV. IN -319.5 —INV. IN -319.1 CB SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES, INC, 10MMISFIEID VIENANE, SOUTHSURIMGTON, VT W4M 80 -Y929 FAX 802081-Y171 xeG: xxw.cmN.oam RT © M DRA1fN MAB ce9LT�D SAV APPROVED SAV OWNER BLACKBAY VENTURES V111, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 ➢ATE CBRCRED REVISION 04/25/14 SAV PRELIMINARY PLAN SET OB/D6/14 Cl. RE—D PER CITY RENEW OB/11/14 CJG REVISED PER DRB COMMENTS 11/5/14 PBS LOCAL ST—ATER SUBMITTAL 12/15/14 SAV FINAL PLAN SUBMITTAL INFILTRATION SYSTEM #2 DETAILS AND SCHEMATIC DATR DRA111NG NDNBSR MARCH 26, 2014 ALE C2.3 AS SHOWN PROJ. N0. 13247 Introduction This project is subject to the terms and conditions of the ou thorization from the State of Vermont to discharge construction rotated storm water runoff. Coverage under the State Construction General Permit 3-9020 is required for any construction activity that disturbs 1 or more acresof land, or Is part of a larger development plan that will disturb 1 or more acres. This project has been deemed to qualify as a Low Risk Site which is subject to the erosion prevention and sediment control (EPSC) standards act for 'n the State of Vermont's I ow Risk Site Handbook for Erosion Prevention and vdiment �w,trol The following narrative and implementation requirements represent the minimum standard for which this site is required to be maintained as regulated by the State of Vermont. Any best management practices (BMP's) depicted on the project', EPSC Site plan which go beyond the Handbook requrem-ts are considered to be Integral to the management of the site and represent components of the municipal EPSC approval for the Project which shall be implemented The EPSC plan depicts one snap shot in time of the site. All construction sites o e fluid in their day to day exposures antl risks as It relates to minimizing sediment loss from the site. It le the responelblity of the Controetor to Implement the necessary BMP's to comply with the Low Risk Handbook standards Outlined an this sheet bawd on the Interkn site disturbance conditions which may or may not be shown on the EPSC Site Plan. Specific BMP'a which o e critical to allowing the project to be consde-cl a Low risk site include the items checked below: Lkna eve asount el dMurWtl.•M ro two Bores or lass N •ny on• lime. T. alien be • maximum o1 T aona•cMiw den ardaNdWd aeon axposun in artylMja Dafdib 6. oranal,,mo anwImpbmedhi • TM pmpUb bdawib basiM1an two acres of.on weh en xotlbiky MpMrtnan K•017. • Lima are polact soJ tlbNNeuero W. iMnnroacres wiN slopes ar•etertNn 5%. The project b e War¢.d W churn up to 1.8.crea 1. Mark Site Boundaries Purpose Mark the site boundary, to Identify the limit, of construction. Delineating your site will help to mit the area of disturbance, preserve existing vegetation and limit erosion potential on the site. How to comply. Before beginning construction, walk the site boundaries and flag trees, post signs, or install orange safety fence. Fence Is required any boundary within 50 feet of a stream, lake, pond or wetland, unless the area is already developed (existing roads, building., etc.) 2. Limit Disturbance Area Purpose: Limit t exposed he amount of soil a osed at on e time to reduce the oleolist erosion On site. p Requirements: The permitted disturbance area is specified on the site's written authorization to discharge Only the acreage listed on the authorization form may be exposed at any given time ow to comply: Plan ahead and phase the construction activities to ensure that o more than the permitted acreage I. disturbed at one time. Be :ure to properly stabifl- exposed soil with seed and mulch or roslon control mating before beginning work In a new section of the site 3. Stabilize Construction Entrance Purpose: A stabs izetl construction entrance helps remove mud from vehicle wheels to prevent tracking onto streets. Requirements: If there will be any vehicle troffic off of the construction site. You must Install a stabill-al construction entrance before construction begins. How to Install Rock Size: Use a IN of 1 to 4 inch stone Depth: 8 inches minimum Width: 12 feet minimum Length: 40 feet minimum (or length of driveway, if shorter) Geotextile: Place filter cloth under entire gravel bed Maintenance: Redress with clean stone as required to keep sediment from tracking onto the street. 4. Install Silt Fence Purpose: Silt fences intercept runoff and allow suspended sediment to settle out. Requirements: Slit fence must be installed: on the downhill side of the construction activities • between any ditch. swale, storm sewer inlet, or waters of the Stale and the disturbed soil • May Was at not be uaeE s: sediment barrier, due to their tendency to dxWeda and tin apart Where to place: h downhill edge of bare soil At the 'I fence . the do Place t 9 bottom to elopes. place favailable). nd a 10 feet downhill from the and of the :lade (If space a v Ile filar • Ensure the silt fence catches all runoff from bare soA • Maximum drainage area Is )4 acre for 100 feel of silt farce. Install ,It fence acrossthe elope (not up and down hibst) • Install multiple rows of silt fence an long hills to break up flow. • Do not install silt fence across ditches, channels, or streams or In stream buffers. How to install silt fence: • Dig a trench 6 inches deep across the slope Unroll eilt farce along the trench • Ensure stokes are on the downhill side of the fence • Join letting by rolling the end stakes together • Drive stakes in against downhill side of trench Drive stokes until 16 Inches of fabric is In trench Push fabric Into trench; spread along bottom • Fill trench with soil and pack down Maintenance : • Remove accumulated sediment before it is halfway up the fen. a. • Ensure Mat silt fence is trenched in ground and there ore no gaps. 5. Divert Upland Runoff Purpose: Diversion berms intercept runoff from above the construction site and direct It around the disturbed o .. This prevent, dean water from becoming muddled with soil from the construction site Requirements; If storm w ter runs onto your site from updompe areas and your site meets the following two conditions, you must install a diversion berm before aisturb ing any soil. 1. You Ian to have a re one. of sod exposed at a p n or o xp y one lime (excluding roads). 2. Average slope f the disturbed area is 20% or steeper. How to install: 1. Compact the berm with a shovel or earth m ving equipment. 2. Seed and mulch berm or cover w th erosion control matting immediately after installation. 3.StoDl'ze the Flow channel with seed and straw mulch or erosion control matting Line the channel with 4 inch atone if the channel slope is greater than 20X 4 Ensure the berm drains to a outlet stabilized with riprap. Ensure that there is no erosion at the outlet. 5 The diversion berm shall remain in place until the disturbed areas are completely st.b lard. 6. Slow Down Chonnelized Runoff Purpose: Stone check dams reduce a ern in drainage channels by slowing down Ili. storm water haw. ro Requirements'. If there i ncentrated flow (e.g. In a ditch or channel) of storm water on your site, than you must Install atone check dams. Hoy bales must not be used as check doms. How to install: Height: No greater than 2 feet. Center of dam should be 9 in has lower than the side elevation Side elopes: 2:1 or flatter Stone size: Use a mixture of 2 to 9 Inch atone Wldth: Dome should span the width of the channel and extend up the sides of the banks Spacing Space the dams so that the bottom (toe) of the upstream dam la at the elevation of the top (crest) of the downstream doe This spacing Is equal to the height of the check dom divided by the channel slope. Spacing (In feet) - Height of check dam (in teat)/Slope In channel (ft/ft) Maintenance: Remove sediment accumulated behind the dam a needed to allow channel to drain through the stone check dam and prevent v large flows from carrying sediment over the dam. If significant erosion occur. between check dams, a liner of stone should be Installed. 7. Construct Permanent Controls Purpose: Permanent storm water treatment practices ore constructed to main lain water quality, ensure groundwater flows, and prevent downstream flooding. Practices include detention ponds and wetlands, Infiltration basin., and storm water filters. Requirements: If the total pervious• area on your site, or within the common plan of development will be 1 or more acres, you must apply for a State Storm water Discharge Permit and construct permanent storm water treatment practices on your site. These practices must be Installed before the construction of any impervious sMrfOCG.. How to comply. Contact the Vermont Storm water Program and follow the require' ants in the Vermont Storm water Management Manual The Storm water Management Manual s available at; ww v,waterq..Iity.org/lit -water him •An imparvious aurfaca Is a manmade surface including, but not Ihniled to, paved antl unpaved roads parking a • roofs, tlr vewoys, and walk.ays eoearnwhich pratpitalon run. off rathar than 1pmerate. 8. Stabilize Exposed Soil Purpose: Seeding and mulching, applying erosion control matting, and hydroseeding are all methods to stabilize exposed soil. Mulches and matting protect the soil surface while gross is establishing. Requirements: All reds f disturbance must have temporary or permanent stabllizatlon within 7, 14, or 21 days of Initlot disturbance, as stated in the project authorization. After this time, any disturbance in the area must be stabilized at the end of each work day. The following exceptions apply • Stabilization is not required if earthwork is to continue in the forewithin the next 24 hours and there is no precipitation cast for the next 24 hour,. • St.1,112otlon is u not required if the work Is occurring in self- ritainad excavation (i.e no outlet) with depth of 2 feet or greater (e.g. house foundation excavation, utility trenches). All areas of disturbance must have permanent stabilization within 48 hours of reaching final grade. How to comply. Prepare bare soil for seeding by grading the top 3 to 6 inches of soil and removing any large rocks or debris Seeding Rates for Temporary Stabilization April 15 - Sept. 15 - - - Ryegrass (annual or perennial: 20 ID / ore) Sept 15 - April 15 -- Writer rye 120 Iba/acre Seeding Rote, for Final St bI t n.Ch...a See v Na s RY FNeI Slab I : (1,wnse emr Had.-1 uoio, \'inlet, .+s.:n rt tna.'1ax15 .H. n. w,dee cal 0.1 Ltatmnn,vhxr cimcr (bns�ron ILx sins Tell Fe�r„e ICY-311tN+e1 n Rx slat Peun6netmn nl 1-MLa2.5 each oleopire sed Pmdee oR251W. of13vds Wat ad 2.3 tea; tun im•erperurc Mulching Rates April 15 - Sept.15 -- Hay or Straw: 1 inch deep (1-2 bales/1000 s.f.) Sept.15 - April 15 -- Hoy or Straw: 2 in. deep (2-4 bale./1000 s.f.) Erosion Control Matting As per manufacturer's Instructions Hydroseed As per manufacturers instructions 9. Winter Stabilization Purpose: Managing construction sites to minimize erosion and prevent sediment loading of waters is a year-round .challenge. In this 11 n eve eater during the late fall Vermont t s cha e e becomes , winter, and early spring months.n greater g 'Wnter construction' as discussed here, tlescr ties the period to October 15 and April 15, when erosion prevention and sediment control is significantly more difficult. R"' 'n tote fall thaws throughout the ven winter. and spring met nt and ra s can produce significant flows over frozen and saturated ground, greatly Increasing the potential far erosion. Requirements for Winter Shutdown: For those projects that will complete earth disturbance activities prior to the venter period (October 15), the following requirements must be adadhered to: 1. For ea to be stabilized by vegetation, seeding shalt be completed no later than September 15 to ensure .dequote growth and cover. 2,if seeding is notcompleted by September 15, additional getative protection must be used to stabilize the site for the winter period. This Includes use of Erosion Control Matting or netting of a heavy mulch loyer. Seeding with winter its Is re ended to allow for early germination during wet spring conditions. 3. Where mulch is specified, apply roughly 2 inches with an 80-90% cover. Mulch should be tracked in or stabilized with netting in open areas vulnerable to wind. Requirements for Winter Construction If construction activities involving earth disturbance continue past October 15 or begin before April 15, the following requ laments must be adhered to: 1. Enlarged access points, stabilized to provide for now stockpiling 2.Limits of disturbance moved or replaced to reflect boundary of winter work. 3.A snow management plan prepared with adequate storage and control of meltwater, requiring cleared snow to be stored down slope of all areas of disturbance and out of storm water treatment structures 4 A minimum 25 foot buffer shall be maintained from perimeter o stress such as a It fence. 5. In of d slurbance that drain to a water body within 100 feel, two rows of silt fence must be Installed along the contour. 6. Drainage structures must be kept open and free of snow and Ice dams 7.Silt fence and other practices requiring earth disturbance must be Installed ahead of frozen ground. 8.Mulch used for temporary stabilization must be applied at double the standard rate, or a minimum of 3 Inches with an 80-90% cover. 9.To ensure cover of disturbed soil in advance of a melt event. areas of disturbed soil must be stabilized at the end of each workday, with the following exceptions: • If no precipitation within 24 hours Is forecast and work will reaue In the a e disturbed area within 24 hours, daily stabilization is not necessary. d area • Disturbed s that collect and retain runoff such as housef bone o v r en unlit trenches. a 10. Prior too stabilization snow or ice must be removed to less Man 1 Inch thickness. 11. Use stone to stabilize areas such as the perimeter of buildings under construction or where construction vehicle trafile is anticipated. Stone paths should be 10 to 20 feet wide to accommodate vehicular traffic. 10. Stabilize Soil at Final Grade Purpose St,bili,ing the site with seed and mulch or erosion control mating when It reaches flnol grade Is thebest way to prevent erosion while construction continues. Requirements: Within 48 hours of final grading, the exposed sell must be seeded and mulched or covered with erosion control matting. How to comply. Bring the site or sections or the site to final grade as s con as possible after construction Is completed. This will reducethe need for additional sediment and .roslon control measures and will reduce the total turDad area. For . ,ding adia nd mulching rates, follow the specifications under Rule 8, Stabilizing Exposed Soil, 11. Dewatering Activities Purpose: Treat water pumped from dewatering activities so that It is clear when leaving the construction site. Requirements: Water from dewatering activities that flows off of the construction site must be clear. Water must net be pumped into storm sewers, lakes, or wetlands unless the water Is clear. How to comply. Using sock filters or sediment filter bags on dewatering discharge hoses or pipes• discharge water Into silt fence enclosures installed in vegetated a c way from waterways. Remove accumulated asdlmant often the water has dispersed and stabilize the area with seed and mulch. 12. Inspect Your Site Purpose: Perform site Inspect ors to ensure that all sediment and erosion control practices ore functioning properly. Regular inspectionsand maintenance of practices will help to reduce costs and protect water u illt 9 Y Requirements Inspect the site at least once every 7 days and after every rainfall o now melt that results In a discharge from the site. Perform maintenance toe re that practices are functioning according to the specifications outlined in this handbook. In the event of a noticeable sediment discharge from the construction site, you must take Immediate action to inspect and maintain existing aresslon prevention and sediment control practices. Any visibly discolored storm water runoff to waters of the State must be reported. Fortes for reporting discharges are available at: www.vtwaterquality.org/slormwate.htm POST 30.. ✓'� EXISTING GRADE NATIVE MATERIAL 8" CONSTRUCTION FENCE DETAIL N.T.S. PLASTIC ORANGE CONSTRUCTION FENCE END POINTS "A" MUST EE HIGHER 00 35 m/m OR FLATTER THAN THE FLOW LINE POINT "B" FLOW LINE SLOPE 75mm (3 in.) MIN. COURSE ROCK A A A flow 60cm •,. B ,�' (2 ft. MAXIMUM) Y MINIMUM DEPTH OF COURSE 15cm TO 45cm ROCK PLACED IN CHANNEL DO FERO 1 5 ft.) ROCK SET IN 10cm FLOW LINE IS 15cm (0.5 ft.) (4 in. MINIMUM) TRENCH SIDE VIEW FRONT VIEW DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2r"OR GREATER ROADWAY +� FILTER FABRIC SECTION A - A NOTE: SPILLWAY USE SANDBAGS SANDBAGS OR OR OTHER APPROVED METHODS CONTINUOUS BERM OF TO CHANNELIZE RUNOFF TO EQUIVALENT HEIGHT BASIN AS REQUIRED. SUPPLY WATER WASH WHEELS IF NECESSARY ARY e L 444 d d: ry 11AA iRp J o A :xi., I A 2 min) a COURSE AGGREGATE AGGREGA E 12' MIN o MIN. 8 (150mm) THICK - lll� DIVERSION RIDGE PLAN NOTES: I. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. STABILIZED CONSTRUCTION ENTRANCE N.T.S. 4AND POSTS AND VATE A 4"X8" ANGLE 10'CH, SET POST UPSLOPE NSLOPE. STABILITY SELF CLEA" MIN. 3. ATTACH FILTER FABRIC TO THE WIRE FENCING FILTER AND EXTEND IT TO FABRIC THE TRENCH. 2. STAPLE THE WIRE MESH FENCING TO WIRE POSTS. FENCING 4. STAPLE THE WIRE MESH FENCING TO END POSTS. COMPACTE BACKFILL INFILTRATION SYSTEM SECTION N.T.S. D-50 DOWNSTREAM FLOWLINE SLOPE OF STRUCTURE (m/m) OF ROCK 0,35 0.30 0.25 0.20 0.15 0.10 (MM) MA%IMUM WATER DEPTH OVER ROCK min 150 30 36 41 50 66 000 SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES INC. IOMANSREIDWEWlANE, SOUTHBURUNGTON, Vr 05403 %a-s813323 FA SONx 1-22zr was: avar M.cam -Gar ©aoil _ D MAB cssclao SAV APPROVED SAV OWNER: BLACKBAY ROW �� VENTURES Vlll, LLC i.< ) C•..:'1 <st><0 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PLACE DOWNSTREAM STRUCTURE SUCH THAT POINT "B" IS APPROXIMATELY LEVEL WITH THE LOWEST GROUND ELEVATION OF THE UPSTREAM B STRUCTURE STONE CHECK DAM STRUCTURE N.T S. TEMPORARY SEEDING & `'-- MULCH OR NETTING SILT FENCE OR HAY BALES INSTALLED ON DOWNGRADI EN T SIDE TEMPORARY STOCKPILE DETAIL N.T.S. FABRIC TO BE 10OX OR APPROVED 36" MIN SPACING 2 X 2h WOOD .5' METAL POS i0' x 10' 3 a 12" MIN kR LTEFABRIC TO BE CLIPP€D, A,KfILLEDAND TAMPED 8' ELOW GRADE STEEL WOOD STAKES SEE CHART AT RIGHT 1. INSTALL MIRIFI ENVIROFENCE, OR APPROVED EQUAL OR AS DETAILED HEREIN. 2, 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. REMOVE SEDIMENT WHEN ACCUMULATED TO HALF THE HEIGHT OF THE FENCE. SILT FENCES ARE TO BE MAINTAINED UNTIL SLOPES ARE STABILIZED. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6", FOLDED AND STAPLED. SILT FENCE DETAIL N.T.S. PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 DATE CDEc_ REVISION 04/25/10 SAV PRELIMINARY PLAN SET 08/O6/,. cJG REVISED PER 0- REVIEW a8/"A. cJG RENSED PER DRB COMMENTS 12/15/14 SAV FINAL PLAN SUBMITTAL EROSION CONTROL DETAILS AND SPECIFICATIONS GATE: MARCH 26, R_ AS SHOWN PRaT. NO. 13247 C2.4 SECTION 01040 - PROJECT COORDINATION PART 1 - GENERAL 1.01 MEETINGS & PROJECT ACCESS A. The Owner mall be notified five (5) days prior to commencement of Work by the Contractor. B. The Contractor will coordinate with the Owner to arrange an on -site pro -construction meeting prior to commencement of any work. Job superintendents and subcontractors shall be included in this meeting. C. The Contractor will coordinate all phases of the Work, so as not to interfore with the normal work procedures in the area, D. The Contractor shall conduct his work in such amanneras to not interfaro with o endanger work or traffic In areas adjacent to the construction area, except as permitted by the Owner. The Contractor Mall so arrange his construction operations as to provide access for emergency whlcles and equipment to the work site at all times. 1.02 LABOR A. The Contractor and subcontractors will employ mechanics skilled in their respective trades. B. All labor will be performed In a neat and workmanlike manner. 1.03 PROTECTION OF PERSONS AND PROPERTY A. The Contractor Mall be responsible fa initialing, aintuining, and supervising all O.S.H.A. safety precautions In connection with the Work. B. Fire Protection: The Contractor shall take all necessary pri,coutadjacent to the providelons to adequaterevent facilitiessfar extinguishing flask me shall Contractor Mall also prevent fires in project related building. and Mall prevent the spread of fires to areas outside the limit. of the Work. C. Safety Precautions: Prior to commencement of Work, the Contractor Mall be familiar with all safety regulations and practices applicable with construction operations. No additional payments will be made fa equipment and procedures necessitated by these safety precautions. 1.04 INSURANCE A. Certificates of Insurance acceptable to the Owner shall be filed with the Owner prior to the commencement of the Work. 1.05 CORRECTION OF WORK A. The Contractor shall promptly correct all Work rejected by the Owner as defective or as falling to conform to the Contract Documents. The Contractor shall bear all cost of correcting web rejected Work. 1.06 WEATHER CONDITIONS A. No Work shag be done when, in the opinion of the Owner, the weather Is unwitable. No concrete, earth backfill, embankment, or paving shall be placed upon fro an material. If there is delay or Interruption in the Work due to weather conditions the necessary precautions must be token to bond new Work to old. B. Protection Against Water and Storm: The Contractor Moll take all precautions to prevent damage to the Work by storms or by water entering the site of the Work directly or through the ground. Inc a of damage by storm or water, the Contractor, at his own expense, Moll make repair or replacements or rebuild such ports of the Work as the Engineer may require in order that the finished work may be completed ore required by the Drawings and Specifications. 1.07 DISPOSAL OF DEBRIS A. All debris and excess materials, other than that which is authorized to be reused, become the property of the Contractor and Moll be promptly removed from the property. The CMtroctw Mall receive title to all debris and/or excess material. The Owner will not be responsible for any loss or damage to debris or excess material owned by the Contractor. 1.D8 PROJECT LAYOUT A. The Contractor shall be responsible for providing all necessary survey staking. 1. Locate and protect control points before starting work on the site. 2. Preserve permanent reference points during progress of the Work. 3. Establish a minimum of two permanent benchmarks on the site, referenced to data established by survey control point.. o. Record locations, with horizontal and vertical data, on Project Record Documents. SECTION 02110 - SITE CLEARING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Remove surface debris. 2. Clear site of plant life and grass. 3. Remove trees and shrubs. 4. Remove met system of tree. and shrubs. PART 2 - PRODUCTS Not used. PART 3 - EXECUTION 3.01 PROTECTION A. Protect utilities that remain from damage. B. Protect trees, plant growth, and features designated to remain os final landscaping. C. Protect bench marks and existing structures from damage or displacement. D. Use moons necessary to prevent dust becoming o nuisance to the public, to neighbors, and to other work being performed on or near the site. E. Maintain access to the site at all times. 3.02 CLEARING A. Clear oreas required for access to site and execution of Work. B. Remove trees and shrubs within areas as Indicated on the Plans. Remove stumps, roots and tap root a and other projections W or greater In diameter to 2'-0" below the excawted surfaces in cut areas and 2'-0" below the exposed subgrode in fill areas. 3.03 REMOVAL A. Remove debris, rock, end extracted plant life from site. B. The Contractor shall coordinate Work with the Engineer and Owner In establishing witable areas within the property Ilmlts for depositing debris, rocks and extracted plant Ilfe. The Contractor Moll be responsible fa backfiiling (capping) and grading all waste sites. 3.04 UTILITIES A. Coordinate with utility companies and agencies as required. SECTION 02150 - EROSION CONTROL PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. The work under this section includes but is not limited to providing all labor, equipment and materials for the installation of all required site related erosion control measures. If not otherwise directed on the plan., erosion control shall be in strict conformity with the latest revision of the 'Vermont Handbook for Soil Erosion and Sediment Control on Construction sit..". B. Related sections: 1. Section 02210 - Slta Earthwork 2. Section 02936 - Permanent Seeding 1.02 GENERAL NOTES A. The discharge of sediment laden water from the project site Is prohibited. All discharged water from dewatering operationsh all all discharge Into a temporary sedimentation trap or 'dirt bag filler. B. Contractor Mall install oil erosion control measures as depicted on plans and details or as recommended by the Vermont Agency of Natural Resources, or Soil Conservation Service, prior to any construction. Contractor shall also be responsible for Inspecting and maintaining all erosion control measures until project Is completed. C. Contractor Moll limit the well disturbance and seed application dates to between May let and Septemer 15th. Site work between October 15th and May let involving newearth disturbance requires prig, specific approval from the Agency of Natural Resources. Detailed requests for approval of such work must be submitted to ANR prior to September 15th. D. All stockpile material (topsoil, borrow, etc.) Moll be protected by alit fence Installed around the perimeter. Mulch shall be applied to disturbed portions of stockpile, at the end of each construction doy. Stockpile. to remain in place for more than 30 days shall be seeded. Locate stockpiles on the uphill aide of the disturbed areas, if possible. During windy conditions. stockpiled material Moll be covered or watered appropriately to prevent wind erosion. E. Slopes greater than 1:3 shall haw erosion control netting installed to stabilize the slope and reduce the erosion potential. Install netting over mulched slopes so that all parts are in contract with the soil and mulch. Pin netting witn wire staples 3' o.c. to ensure full bantling with soil surface- F. Install stone check dame in gross -lined .wales a maximum of 50 feet on center, to prevent sill from washing into the drainage system during ru constctionM . Check dame all be removed once vegetation Is established. G. Control dust through the application of calcium chlorlde or water. An overage application of one pound of calcium chlorlde per square yard of exposed area Mould be considered for each treatment. The exact number of applications and amount of duet controller shall be based upon field and weather conditions. It shall be spread In such manner and by such devices that uniform distribution Is attained over the entire area on which It Is ordered placed. PART 2 - PRODUCTS 2.01 EROSION CONTROL NETTING A. Jute netting shall consist of undyed and unbleached yarn woven into a uniform open plain weave mesh. 2.02 EROSION CONTROL. MATTING A. Where required on the plans or where directed by the Engineer, erosion control blankets (matting) shall be North American Green C125 for secles. and SC150 fa slope stoblllzation, or approved equal. 2.03 FILTER FABRIC A. When filter fabric Is required. It shall conform to the requirements of Mirofi 50OX or approved egiwlent. 2.04 CALCIUM CHLORIDE A. Calcium chloride shall conform to the requirements of AASHTO M 144. Either regular fluke calcium chloride, Type 1 or concentrated flake, pellet or other granular calcium chloride. Type 2, may be used. 2.05 WATER A. All water used shall be clean and free of harmful amount, of all, salt, acids, alkalies, sugar, organic matter and other substances injurious to the finished product, plant life or the establishment of vegetation. PART 3 - EXECUTION 3.01 CHECK DAM AND INLET PROTECTION A. Check dams sholl be Installed In accordance with the project data,,., and Inap-tad weekly and following any rain or melt event producing measurable runoff. B. Catch basins within and adjacent to construction areas shall be protected in accordance with the details depicted on sheet C-14. Inlet protection shall be Inspected weely, and following any rain or melt event producing measurable runoff. 3.02 SILT FENCES A. The silt fences shall be constructed In accordance with the onstruclion detail. The fence shall generally be placed 10 feet from the toe of the slope or as shown on the plans. The ends of the fence shall be placed uphill to farm a horseshoe shape to trap all runoff. B. The silt fences shall be Inspected weekly, and following rain for damage or build-up of sediments. All damaged fences shall be repaired or replaced. Sediment deposits shall be removed from the fence as they build up and be placed in an area where there Is no danger of further erosion. 3.03 EROSION MATTING A. Erosion matting shall be placed on all gross -lined ditches with profile grades exceeding 5.0E and shall be placed and maintained In accordance with the Vermont Agency of Transportation Standard Specifications Sections 654 and 755.07. 3.04 RESTORATION A. Disturbed areas shall be lopsoiled, seeded, and mulched within 48 hours of final grading, unless otherwise approved, as specified in Section 02936 - Permanent Seeding. 3.05 STABILIZED ROAD ENTRANCE A. A stabilized pad of crushed atone located at any point where traffic will be entering or leaving the construction site to ar from a public right-of-woy or street or as shown on the drawings shall be constructed for the purpose of preventing the tracking of sediment onto public rights-of-woy. B. Design Criteria: 1. Use 1.5 to 2.5 Inch atone. 2. Use 8 Inch layer of stone. 3. Stone pad shall be full width of entrance. 4. Minimum length shall be 50 feet. 3.06 GRASS -LINED DITCHES A. All ditches that are not stone -lined shall be topsolled, seeded. fertilized and mulched. Any area which shows signs of erosion shall be reseeded Immediately and maintained until permanent vegetation is established. 3.07 MAINTENANCE A. All aroaion control measures shall be inspected weekly and repaired and/or replaced as needed. B. All erosion control measures Moll be Inspected after any rain or melt event producing measurable runoff. C. The stabilized road entrance Mall be top dressed with additional stone Mould the existing atone become clogged with sediment. D. Hay or straw mulch Is subject to wind action. Mulch may require anchoring as the weather conditions warrant. 3.08 WINTER CONSTRUCTION A. New soil disturbance between September 151h and May let will require specific approval from the Water Quality Division. The Contractor shall identify any such areas not addressed by the current Erosion Prevention and Sediment Control Plan (EPSCP) in writing, to the Engineer by September 71h. No new disturbance In these areas will be permitted until approved by the Water Quality Division. B. Slit fence and other erosion control meesures requiring earth disturbance for installation Moll be Installed prior to September 15th, unless otherwise approved. SECTION 02210 - SITE EARTHWORK PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. All utility and aftework excavation (unless covered In other sections of these specifications), ninneval and stockpile of topsoil stabilization fabric, and other miscellaneous and appurtenant works. 2. Site fillin9. 3. Roodwoy/porking lot structural sections. 1.02 REFERENCES A. ANSI/ASTM C136 - Standard Test Method for Slew Analysis of Fine and Coarse Aggregates. B. ANSI/ASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort. 1.03 PROTECTION A. Protect bench marks and existing structures. B. Protect above and below grade utilities which ore to remain. 1.G4 SUBMITTALS A. Testing laboratory reports Indicating that material for bockfill meet. requirements of this Section. B. Field density test reports of site fill in place. C. Field density test reports for roadway structural sections In place. D. Stabilization Fabric: Submit copies of manufacturer's specifications and Installation Instructions. PART 2 - PRODUCTS 2.02 CRUSHED GRAVEL A. All materials shall be secured from approved sources This gravel shall consist of angular and round fragments of had durable rock of uniform quality throughout, reasonably free from thin elongated pieces, soft or disintegrated atone, dirt, organic or other ob)ectionable matter. This material shall meet the following grading requirements: Percent by Weight Sieve Designation Passing Square Mesh Slew Fine:2, 100 1 1/2- 90 - 100 No. 4 30 - 60 No. 100 0 - 12 No. 200 0 - 6 Co.. 4T 95 - 100 No. 4 25 - 50 No. 100 0 - 12 No. 200 0 - 6 2.03 AGGREGATE SURFACE COURSE A. Aggregate far surface course and shoulders shall consist of clean, hard gravel, crushed grovel or crushed stone. It shall be reasonably free from silt, loom, clay or organic matter. It shall be obtained from approved sources. B. Grading. This material Moll be uniformly graded from e to fine and Mall meet the following grading requirements: Percent by Weight Slave Designation Passing Square Mesh Slew 1 1/2• 100 1' 90 - 100 No. 4 45 - 65 No. 100 0 - 15 No. 200 0 - 12 2.04 COMPACTED FILL/GRANULAR BORROW A. This material shall be free of shale, clay, friable material, debris, and organic matter, graded in accordance With ANSI/ASTM C136 within the following limits: Percent by Weight Slew Designation Passing Square Mesh Sieve 6' 100 3/4� 75 - 100 No. 4 20 - 100 No. 100 0 - 20 No. 200 0 - 12 2.05 GEOTEXTILE STABILIZATION FABRIC A. This work shall consist of fumishing and placing on approved stobilizotlon fabric on a prepared .,fee. within the Iknito shown on the plans. The fabric shall meet, ar exceed the following properties: 1. Grob tensile strength (ASTM D-4632) - 200 lbs. 2. Grab tensile elongation (ASTM D-4632) - 15% 3. Puncture strength (ASTM D-4833) - 120 lb.. PART 3 - EXECUTION 3.01 PREPARATION A. Identify required lines, levels, contours, and datum. B. Identify known below grade utilities. Stake and flag location.. C. Maintain and protect existing utilities remaining which pass through work area. D. Upon discovery of unknown utility or concealed conditions, discontinue affected work; notify Engineer. 3.02 EROSION CONTROL A. Erosion control must be Installed prior to beginning any earthwork operations. 3.03 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be excavated. re -landscaped regraded and stockpile in areas designated on site or as directed by the Engineer. B. Maintain the stockpile In a manner which will not obstruct the natural flow of drainage. 1. Maintain stockpile free from debris and trash. 2. Keep the topsoil damp to prevent dust and drying out. 3.04 SUBSOIL EXCAVATION A. EKcawte subsoil from areas to be regraded in accordance with plane. B. Excavate subsoil required to accommodate building foundotlors, slabs on grade, site structures. construction operations, roads, and parking areas. C. Grade top perimeter of excavation to prevent surface water from draining Into excavation. D. Notify Engineer of unexpected subsurfoca conditions and discontinue affected work In area until notified to resume work. E. Correct areas over -excavated by error as directed by the Engineer at no cost to the Owner. 3.05 DITCHES A. Cut accurately to the cross -sections, grades, and elevations shown. B. Maintain excavations free from detrimental quantities of leaves, slicks, trash, and other debris until completion of the work. C, Dispose of excavate materials as shown on the drawings or directed by the Boils Engineer; except do not, in any case, deposit materials less than three feet from the edge of o ditch. 3.06 EMBANKMENTS AND BERMS A. When embankments are to be made on a hillside, the slope of the original ground on which the embankments are to be constructed shall be stopped and properly drained as the fill is constructed so that adverse movements of the slopes do not occur. B. Any excavated rock, ledge, boulders and stone, except where requkad in the construction of other items or otherwise directed, shall be used In the construction of embankments to the extent of the project requirements and generally shall be placed so as to form the base of on embankment. C. Frozen material shall not be used In the construction of embankments, nor shall the embankments or successive layers of the embankments be placed upon frozen material. Placement of material other than rock shall stop when the sustained air temperature, below 32 degrees Fahrenheit, prohibits the obtaining of the required compaction. If the material is otherwise acceptable, it shall be stockpiled and reserved for future use when its condition Is acceptable for men use in ebonkmts. D. When on embankment is to be constructed across a swomp, muck, or areas of unstable soils, the unsuitable material shall be a coveted to reach Bolls of adequate bearing eaP fty and the embankment begun. Alternative methods, such as use of a ataDlllzotlon fabric In place of excavation and backfll, may be utilized only after opprowl of some by the Engineer. E. Material being placed in embankments shall be placed In horizontal layers of uniform thickness across the full width of the embonkment. Stumps, trees, rubbish, and other unsuitable material shall not be placed In embankments. F. Embankment areas sholl be placed in eight -Inch lifts. Effective spreading equipment shall be used on each layer to obtain uniform thickness prior to compaction. Each layer Moll be kept crowned to shed wtter to the outside edge of embankment and conllnuous leveling and manipulating will be required to assure uniform density. The entire area of each layer Mall be uniformly compacted to at least the required minimum density by use of compaction equipment consisting of rollers, compactors, or a combination thereof. Earth -moving and other equipment not specifically manufactured for compaction purposes will not be considered as compaction equipment. G. All fill material shall be compacted at a moisture content .,table for obtaining the required density. In nocase Mall the moisture content in each layer under construction be more than three percent above the optimum moisture content and Mall be less than that quantity that will cause the embankment to become unstable during compaction. Sponginess, shoving, or other displacement under heavy equipment shall be considered evidence for an engineering determination of lack of stability under this requirement, and further plocemenl of material in the area affected shall be stopped or retarded to allow the material to stabilize. H. When the mosture content of the material In the layer under onstruclian is less than the amount necessary to obtain satisfactory compaction by mechanical compaction methods, water an all li added by pressure distributors or other approved equipment. Water may also be added In excavation or borrow pits. The water shall be uniformly and thoroughly Incorporated into the soil by disc, harrowing, blading, or by other approved methods. This manipulation may beomitted for sands and growl. When the moisture content of the material is in excess of three percent above optimum moisture content, dry material shall be thoroughly Incorporated Into the wet material, or the wet material Mall be aerated by disking, harrowing, boding. rotary mixing, or by other approved methods; or compaction of the layer of wet material shall be deferred until the layer has dried to the required moisture content by evaporation. 3.07 COMPACTION REQUIREMENTS A. All backflls and fills sholl be compacted In awn lifts (12' maximum) to attain the required densities as follows: Standard Proctor Location ASTM D-698 Subgrade and Growl for Roads and Parking Lots 95% General Embankments 90% 3.08 MAINTENANCE A. All aarthwork should be checked periodically to see that slopes are In good condition. Any rills or damage from erosion and animal burrowing Mould be repaired Immediately to avoid further damage. If seeps develop on the elopes, the area should be owlualed to determine if the veep will causeunstable condition. Subsurface drains or gravel mulching may be required to solve seep problems. Diwmlons, berms, and waterways In the land grading area Mould be checked to see that they ore functioning properly. Problems found during the inspections Mould be repaired promptly. SECTION 02216 - STORMWATER MANAGEMENT PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Construction of storm water detention pond. PART 2 - PRODUCTS A. Compacted Fill/Granular Borrow: The material fa the fill shall be obtained from the designated areas and Mall conform to the requirements of Section 02210 - Site Earthwork. The moteriol shall be free from stumps. wood, brush, roots, sad, rubbish, and other matter that may decoy. It Mould be free of stones over 2 Inches In diameter where compacted by band or mechanical tampers. or over 6 Inches In diameter where compacted by rollers or other equipment. Frozen material shall not be placed In the fill, nor Mall the fill material be placed on a frozen foundation. B. Stone FIII: Stone fill Mall conform to the requirements of Type I Stone Fill as specified in Section 02439 - Stone FIII. C. Riser and Drain Pipe: Riser and drain pipe shall conform to the requirements of Section 02725 - Drainage. PART 3 - EXECUTION 3.01 SITE PREPARATION A. The area to be covered by the pond and embankments shall be cleared of all trees, brush, stumps, roots and other objectionable material. The area to be covered by the earth embankment and the surface of the borrow ores shall be stripped of all grass, roots, organic materials. or other objectionable materials to a depth that will Insure the owl of any material. which will prevent bond between the foundation and the fill. Material cleared shall be disposed of in accordance with Section 02110 - Site Clearing. Where the embankment will be on a hillside, the slope of the original ground on which the embankments are to be constructed shall be stepped and properly drained as the fill Is constructed so that adverse movements of the slopes do not occur. 3.02 COMPACTED FILL/GRANULAR BORROW A. Preparation of Foundation: Upon completion of the clearing operation and just prior to placing the fill material on any portion of the foundation, that portion shall be scarified, plowed, or disked to a depth of 3 Inches. All objectionable material exposed by this operation aholl be disposed of outside the limits of the fill. B. Placing and Spreading Material: The placing and spreading of material shall be started at the lowest part of the section under construction and the fill constructed In layers of 6 Inches. The layers shall slope slightly towards the reservoir to prevent puddles and provide for faster runoff in Oemin. Where possible, the layers shall extend ever the entire area of the fill. The distribution SITE ENGINEER: f CIYII ENGINEERING ASSOCIATES. INC. 10M4NSRE(DVIEWIANE, SOUTH BURUNGTON, VT 0540 902-0 2323 FAX e02ffir-2221 wee: wvw, ixxn D1 _ MAB CHECKED SAV APPROVED SAV OWNER BLACKBAY VENTURES V111, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 SPECIFICATIONS DATA D-l"a NUYDER MARCH 26, 2014 a`" IAS SHOWN C3.0 PROl. ND. 13247 and gradation of the materials throughout the fill sholl be such that there be no lenses, packets, streaks, or layers of material differing substantially in texture or gradation from the surrounding material. The most porous borrow material shall be placed on the downatream portions of the embankment. C. Compaction: All fill shall be compacted to 95% maximum density per ASTM D-598. D. Limits. The embankment shall be constructed where located and as detailed In the Contract Plans. Side slope shall be 1 vertical to 3 horizontal. E. Revisions to the proposed design of the detention pond may be necessary if, in the opinion of the Engineer, unsuitable material Is found at the pond location. 3.03 SLOPE PROTECTION A. Placement: Stone FIII Type I shall be placed at locations Indic ated on the plans to a minimum thickness of l'-O" in one course In a manner that will result In a reasonably well graded surface. Care shall be taken in the placing to avoid displacing of the underlying material. The atones shall be placed and distributed so that there will be no accu mula- tions of elther the larger or the smaller stones. Re - get of the stone fill by hand labor or mechanical equipment may be required to obtain the specified results. SECTION 02225 - UTILITY TRENCHING AND BACKFILLING PART 1 - GENERAL 1.01 SUMMARY A. See Ion includes: 1. Trench, backfill, and compact as specified herein and as needed for installation of underground utilities located 5 feet outside the buildings. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who ore completely familiar with the specified requirements and the methods needed far proper performance of the work of this section. B. Use equipment adequate in size, capacity, and numbers to accomplish the work In a timely manner. C. Comply with requirements of governmental agencies having Jurisdiction. 1.03 REFERENCES A. ANSI/ASTM C136 - Standard Test Method for Slew Analysis of Fine and Coarse Aggregates. B. ANSI/ASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Sell Using Standard Effort. PART 2 - PRODUCTS 2.01 SOIL MATERIALS A. FHI and backfill materials: 1. Fill material is subject to the approval of the Engineer. Material provided con be removed from zwwtions on site or Imported from approved off -site borrow areas. Motorola must be predominantly granular, non-exponsive soil free from porous matter, organic matter and other deleterious matter and contain no rocks or lumps over 6 Inches in greatest dimension. 2. Rocks having a dimenslon greater than 2 Inches Mall not CI placed within 2 feet of the outside of plpe. 3. Cohesionless material used for backfill: Provide sand free from organic material and other foreign matter, and as approved by the Engineer. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions am corrected. 3.02 PREPARATION A. Identify required lines, levels, contours, and datum. 3.03 PROCEDURES A. Existing Utilities: 1. Unless shown to be removed, protect active utility lines shown on the drawing. or otherwise mode known to the Contractor prior to trenching. If damaged, repair or replace at no coat to the Owner. 2. When existing underground ulllltiee, which are not scheduled for removal or abandonment, ore encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities sholl be repaired promptly at no additional coat to the Owner. 3. If utiily service Is Interrupted as o result of work under this section, Immediately restore service by repairing Me damaged utility at no additional cost to the Owner. 4. If existing utilities are found to Interfere with the permanent facilities being constructed under this section, Immediately notify the Engineer and secure Intl- flons. 5. Do not proceed with disruption of so -Ace or permanent relocation of utilities until written Instructions are recNwd from the Engineer. B. Protection of persons and properly 1. Barricade open holes and depressions occurring as part of the work, and post warning lights on property adjacent to or with public access. 2. Operate warning lights during hours from dusk to dawn each day and as otherwise required. 3. Protect structures, utilities, sidewalks, povemenls, and other facilities from damage caused by settlement, lotaral mowmenL washout, and other hazards created by operotiona under Chia section. C. Dewataring: The Contractor, at all times, shall conduct operations so as to prevent the accumulation of water, Ice, and snow in excavations or in the vicinity of excavated areos, and to prevent water from Interfering with the Propose and quality of the work. Under no conditions shall wale be allowed to rise in open trenches after pipe has been placed. D. Accumulated water, Ice, and snow sholl be promptly removed and disposed of by pumping or other approved means. Disposal shall be carried out In a manner which will not create a hazard to public health, nor cause Injury to public or private property, work completed or in progress, or public sttmots, nor cause any interferencein the use of treeta d road by the public. Pipes us der construction .hall not be used for drainage of excavations. E. Maintain access to adjacent areas at all time. 3.04 TRENCHING A. Provide sheeting and shoring necessary for protection of the work and for the safety of personnel. 1. Sheeting and bracing required for trenches shall be removed to the elevation of the pipe, but no sheeting will be allowed to be pulled, removed, or disturbed below the pipe. B. A trench shall be excavated to the required depth and to a width sufficient to allow for joining of the pipe and compaction of the bedding and backfill material under and around the pipe. C. The completed trench bottom sholl be firm far Its full length and width. D. If indicated on the plans or directed by the Engineer, poor foundation material encountered below the normal grode of the pipe bed shall be removed and replaced with granular backfill. E. Where pipes are to be p',ced In embankment fill, the excavation shall be mode after the embankment has been completed to o height of 3 feet plus the diameter of the pipe above the designed grade of the pipe. F. Excavating for appurtenances: 1. Excavate for manholes and similar structures to a distance sufficient to leave at least 12 Inches clear between outer surfaces and the embankment or shoring that may be used to hold and protect the banks. 2. Over -depth excawtlon beyond such appurtenances that has not been directed will be considered unauthorized. FIII with Bond, grovel, or lean concrete as directed by the Engineer, and at no additional cost to the Owner. G. Excavation shall not Interfere with normal 45 degree bearing splay of foundations. H. Where utility runs traverse public property or aresubject to governmental or utility company jurisdiction, provide depth, bedding. c and other requirements as set forth by legally constituted authority having jurisdiction, but in no case less than the depth shown In the Contract Documents. I. Where trenching occurs In existing lowns, narrow turf in sections and keep damp. Replace turf upon completion of the backfilling. 3.05 BEDDING A. Pipe Bedding Area: Prior to laying pipe, bedding material shall be placed to the limits of the excavation and to a depth beneath the pipe as specified. This material shall be either and, growl, or crushed atone and shall not contain large lumps and stones over one Inch In diameter. As the pipe is laid, bedding material shall be extended to 6 Inches above the pipe and leveled along the width of the trench. 3.06 BACKFILLING A. Backl ing Mall not be done In freezing weather, with frozen materi.1. or when materials already placed are frozen. B. Backfill material Mall be evenly spread and compacted In Ilfts not more than 12 Inches thick or as approved by the Engineer. Previously placed or new materials shall be moistened by sprinkling, If required, to ensure proper bond and compaction. C. Trenches which haw been Improperly backfilled, enclosed or covered up before It has been approved shall be reopened. Refill and compact as specified. or otherwise correct to the approval of the Engineer, at no additional cost to the Owner. D. Take special care In backfllling and bedding operations to not damage pipe and pipe coatings. E. No compacting shall be done when the material Is too wet to be compacted properly. At such times the work shall be suspended until the previously placed and new materials haw dried out sufficiently to permit proper compaction, or such other precautions are taken as may be necessary to obtain proper compaction. F. Backfill material shall be compacted to the following percentages of maximum dry density and the In -place moisture content Mall not be more than 2% above the optimum moisture content, as determined by Standard Proctor ASTM D698. 1. Around all structures, under roodway paving, shoulder and embankments - 95X 2. All other areas - 90% G. Frost Protection: Pipes laid with lees Man the minknum cover over the crown and when approved by the Engineer shall be protected egoist freezing by Installation of rigid Insulation for the width of the trench. Insulation shall be a minimum of 2 Inches thick with one additional Inch of thicknea' for every foot of depth of piping leas than 5 feet. The meals shall be placed 6 Inches above the crown of the sewer after compaction of the 6 Inch lift immediately .bow the crown. Care shall be exercised by the Contractor during backfill and compaction over the Insulation. The sheets shall meet the compressive strength requirements of ASTM D1621-73. 3.07 TEST FOR DISPLACEMENT OF SEWERS AND STORMDRAINS A. After the trench has been backfilled to above the pipe and has been compacted as specified, check sewere and etorndrains to determine whether displacement has occurred. B. Visually inspect pipe installation by flashing a light between manholes or between the locations of the manholes, by means of a flashlight or by reflecting sunlight with a mirror. C. If the Illuminated Interior of the pipe line shows poor alignment, displaced pipes, or any other defects, correct the defects to the specified conditions and at no additional cost to the Owner. D. After visual approval of pipe, a 95% mandrel lest may be required. SECTION 02400 - WORK ON OR NEAR PRIVATE PROPERTY PART 1 - GENERAL 1.01 DESCRIPTION A. The work under this section Includes the protection of private property and the restoration of areas near priwte property. (For further requirements see the General Conditions and the Special Conditions of these specifications.) 1.02 SUBMITTALS A. The Contractor sholl, upon award of the Contract, lake photographs of the existing conditions in the project area. These photographs shall be taken as directed by the Owner and/or as follows: 1. Any suitable camera may be used, but the lens must be a 'wide angle lens" having a focal length of not more than thirty-five (35) millimeters. 2. The photographs shall be at least three and a half (3.5) Inches wide and five (5) inches long, colored. printed with a matted finish and bordeness. Each photograph shall be marked with the following Information on the back: Location Station Date B. Upon completion of the project, the Contractor shall submit cond set of photographs, taken as before, showing the conditions In the project ar Each photograph shall be marked on the back as specified above. C. Approximately 10 each before and after photographs will be required. 1.03 PROTECTION A. Every effort shall be made to protect private or public property during construction. All damaged trees, shrubs and other vegetation shall be replaced In kind by the Contractor at no additional ..at to the Owner. PART 2 - PRODUCTS 2.01 MATERIALS A. All materials not specifically described. but required far work Included in this section shall be new, first quality of their respective kinds, and subject to the approval of the Engineer. PART 3 - EXECUTION 3.01 LAWNS A. In areas where removal of lawns is necessary to complete the work, the Contractor may elect to cut, remove and stockpile the sod and put it back at the completion of the work, or replace the sod with new sod. Seeding sholl not be onaidemel as an approved equal to either of the above alternatives. 3.02 BUSHES A. Bushes which are in the way of the construction and are located on private property shall either be removed, stored and replanted or Mall be replaced at the option of the Owner. 3.03 PAVEMENT A. Existing driveways and parking areas shall be protected during the construction. Damaged paved areas outside the contract limits shall be neatly cut out and replaced with bituminous concrete to the complete satisfaction of the Owner. SECTION 02439 - STONE FILL PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Stone FIII - Types 1, It. III, and IV. 2. Rip -Rap - Heavy Type. Light Type. 3. Geotextlle Fabric. B. This work shall consist of furnishing and placing protective materlale in conformity with the dimensions, elevations and at the location' Indicated In the contract or as directed by the Engineer. 1.02 REFERENCES A. VAOT Standard Specificotlons, Section 700. PART 2 - PRODUCTS 2.01 STONE FOR STONE FILL A. Stone for stone fill shall be approved, hard, blasted angular rock other than serpentine rock containing the fibrous wrlety chryeotile (asbestos). The least dknension of the alone shall be greater than 1/3 of the longest dimension. The alone fill shall be reasonably well graded from the .mallewt to the maximum a alone specified so as to form a compact mass when In place. Type I: The longest dimension of the stone shall wry from 1 Inch to 12 inches, and at least 50 percent of the volume of the atone in place shall haw a least dimension of four Inches. Type If: The longest dimension of the atone shall wry from 2 Inches to 36 inches, and at least 50 percent of the volume of the atone In place shall how a least dimension of 12 Inches. Type III: The longest dimension of the stone shall wry from 3 Inches to 48 inches, and at least 50 percent of the volume of the stone In place shall have a least dimension of 16 Inches. Type IV: The longest dhnension of the stone shall wry from 3 Inches to 60 inches, and at least 50 percent of the volume of the stone in place shall haw a least dimenslon of 20 Inches. 2.02 RIP -RAP A. Stone for rip -rap sholl be approved, rough, unhewn quarry atone, ae nearly rectangular In section as practicable. The atone shall be hard, sound and resistant to the action of water and weathering. They shall be of a rock type other than aerpentine rock containing the fibrous variety chry.otile (oshestos) and suitable In every respect for the purpose intended. Heavy Type: The individual atones Mall haw a depth equal to the thickens of the course of rip-rop. At leant 75 percent of the volume of the rip -rap, complete in place, .hall consist of stones that haw a minimum Volume of 16 cubic feet. Light Type: The Individual atones shall haw a depth equal to the thickness of the course of rip -rap. The rip -rap. omplate in place, Moll consist of atones that how a minimum volume of 1/2 cubic fact. 2.03 GEOTEXTILE FABRIC A. Geotextile fabric shall conform to the requirements of Section 02210 - Site Earthwork. PART 3 - EXECUTION 3.01 PREPARATION A. The areas to be protected shall be constructed and graded to the lines indicated on the plans or as directed by the Engineer and, if a fill area, shall becompacled. All slopes shall be maintained to the neat lines indicated on the plans prior to the placing of geotextile fabric or bedding material, atone fill, rip -rap or slope paving. 3.02 PLACING STONE FILL A. The specified stone fill shall be placed In one course thickness as shown on the plans in a manner that will result onably well groded surface. Care shall be taken in the placing to avoid displacing of the underlying material. B. The atones shall be so placed and distributed that there will be no mulaliona of either the larger or smaller sizes of stoney C. Rearrangement of the stone fill by hand labor or mechanical equipment may be required to obtain the specified results. D. When stone fill and geotextile fabric are to be placed as part of an embankment, the protective materials shall be placed concurrently with the construction of the embankment unless. authorized by the Engineer. E. When stone flll and geotextile fabric Is to be placed under water, methods shall be used that will minimize segregation and insure that the required thickness of protective material will be obtained. SECTION 02513 - BITUMINOUS CONCRETE PAVING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Base Courses 2. Leveling Courses 3. Finish Course B. General: This work shall consist of one or more courses of bituminous mixture, constructed on a prepared foundation in cordons with these Specificall-, and the type of surface being placed, and in conformity with the lines. grades, thicknesses and typical cross sections shown on the plans or established by the Engineer. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who am thoroughly trained and experienced In the necessary craft. and who are opletely familiar with the specified requirements and the m methods needed far proper performance of the work of this Section. B. All materials and Installation Mall be in accordance with The Asphalt Institute Manual (MS-4) and the VAOT Standard Sp-Ifi..U.ns, 1990. C. Mixing Plant: Conform to State of Vermont Standards. D. Obtain materials from some source throughout. 1.03 PROJECT CONDITIONS A. Bituminous concrete Mall not be placed between November 1 and May 1. Material shall not be placed when the granular subbase Is wet ar when the air temperature at the paving .Its in the shade and away from artificial heat is as follows: Air Temperature Pavement Degrees Fahrenheit Compacted Depth 40 Degrees or below Greater than 1 1r4' 50 Degrees or below Less than 1 1/4 PART 2 - PRODUCTS 2.01 MATERIALS A. Materials shall be combined and graded to meet the crllerio as defined In the VAOT Standard Specificotlons, Division 700 for Type II (base course) and Type In (finish course) bituminous concrete• B. Gradation: Materials shall be combined and graded to meet composition limits specified in VAOT Standard Specification. Section 406.03, for the base course and finish course. C. Thickness of paving for drives and parking lots shall be as shown on the plans, consisting of base course and finish course. D. For pavement reconstruction bursas due to trching, the depth of each course shall be Cn aced Deny 1/2'. Povemart reconstruction caused by trench reopening due to Improper placement or non -approved placement shall be performed at no additional cost to the Owner. 2.02 TRAFFIC MARKINGS A. Traffic marking paint to be factory -mixed, meeting the quirements of Me VAOT Standard Specifications, Section 708.08. PART 3 - EXECUTION 3.01 INSTALLATION A. Install in accordance with VAOT Standard Specifications, Section 406. 3.02 EXAMINATION A. Verify base conditions under the provisions of Section 02210 - Site Earthwork. B. Verify that compacted granular base le dry and ready to support paving and Imposed loads. C. Verify gradients and elevations of base are correct. 3.03 PREPARATION A. Matching Surfaces: When a new pavement is to match an existing bituminous pavementfora roadway or trench, the Contractor shall vertically smooth cut the existing pavement, over the existing gravel base. The smooth cut Mall be thoroughly cleaned and coated with Emulsified Asphalt, RS-I, Just prior to paving. 3.04 PREPARATION - TACK COAT A. When the bottom course of bituminous concrete pavement is left over the winter, or paving is to be mode over on existing bituminous concrete pavement, the existing surface shall be cleaned and Emulsified Asphalt applied before the next .Dune Is applied. B. Also apply to contact surfaces of curbs. C. Coat surfaces of manhole and catch basin frames with oil to prevent bond with asphalt pavement. Do not lack coat these surfocea. 3.05 PLACING ASPHALT PAVEMENT A. Place to compacted thicknew identified on the plans. B. Compact pavement by rolling. Do not displace or extrude pavement from position. Hand compact in areas Inaccessible to rolling equipment. C. Develop rolling with consecutive passes to achieve even and smooth finish, without roller marks. 3.06 JOINTS A. Joints between old and new pavements or between successive days work shall be made so as to Insure a thorough and continuous bond between the old and newmixture,. Whenever the spreading process Is Interrupted long enough for the mixture to attain Its Initial stability, the paver shall be removed from the mat and a joint constructed. B. Butt Joints shall be formed by cutting the pavement In a vertical plane at right angles to the centerline where the povement has a true surface as determined by the use of a atrolght-edge. The butt joint shall be thoroughly coated with Emulsified Asphalt, Type RS-1, Just prior to depositing the paving mixtures. C. Longitudinal joints that haw become cold shall be coated with Emulsified Asphalt, Type RS-1, before the adjacent mat I. placed. If they have been exposed to traffic, they shall be cut back to a clean vertical edge prior to painting with lha emulsion. D. Unless otherwise directed, longitudinal Joints shall be offset at least 6" from any joint in the lower courses of pavement. Transverse pa joints shall not be constructed ne ..r than one foot from the transverse joints constructed In lower courses. 3.D7 TOLERANCES A. The surface will be tested by the Engineer using a 16 foot straight -edge at selected locations parallel with the centerline. Any wrlotions exceeding 3/16 of an Inch Delween any two contacts shall be satisfactorily eliminated. A 10 foot atrolght-edge may be used on a vertical curve. The straight -edges shall be provided by the Contractor. B. Scheduled Compacted Thlckn... : Within 1/4 Inch. C. Variation from True Elevation: Within 1/2 inch. 3.08 FIELD QUALITY CONTROL A. Permit no vehicular traffic on surfaces until thoroughly cod and hard. 3.09 REPAIR OF SUBSIDENCE A. Settlement - Should any pavement settle within one year of completion of the Contract, such pavement Mall be repaired at the Contractor's expense. If the Contractor falls to make such repairs promptly upon receipt of notice to do so from the Owner, then the Owner may make such mpoka a e necessary and the Contractor shall pay the Owner for all coat, Incurred In making such repairs. 3.10 MARKING PAVEMENT FOR PARKING A. Striping - Thoroughly clean the areos to receive striping and locate all striping as Indicated on the Contract Plans. All striping shall be 4' wide unless otherwise noted. B. Miscellaneous - Provide handicapped symbols and oil other miscellaneous signs and symbols as Indicated on the Contract Plans. SECTION 02515 - CURBS AND WALKS PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Concrete Curbs 2. Concrete Sidewalks PART 2 - PRODUCTS 2.01 CONCRETE A. The concrete shall haw a minimum compressive strength of 4.000 pal at 28 days and shall conform to the requirements of Cost -In -Place Concrete. 2.02 ADMIXTURES A. Air -entraining admixture shall meet or exceedASTM C260. Air content shall range from minimum of 5% to 71 maximum. 2.03 EXPANSION JOINT MATERIAL A, Expansion Joint material shall be premolded bituminous filler conforming to ASTM D994. PART 3 - EXECUTION 3.01 CONCRETE CURBS A. Excavation shall be made to the required depth and the base material upon which the curb Is to be set shall be compacted to a firm, even surface. All salt and unsuitable material Mall be rs owd and replaced wish suitable material which Moll be thoroughly compacted. B. Installation: The curb shall be set so that the front top line ins in close conformity to the line and grade required. All space under the curbing shall be filled and thoroughly tamped with material meeting the requirement, of the material for the bed course. C. Concrete Mixing and Placing: Compaction of concrete placed in the forms shall be by spading or other approved methods. Forms shall be left in place for 24 hours ar until the concrete has set sufficiently so that they can be removed without Injury to the curbing. Upon removal of the forms, the curb sholl be immediately rubbed down to a smooth and uniform surface but no plastering will be permitted. For this work, competent and skillful Mishers shall be employed. D. Sections: Curbing sholl be constructed In section, having uniform length of ten feet, unless otherwise ordered. Sections shall be separated by open Joints 1/8 Inch wide except at expansion Joints. E. Expansion Joints: Expansion pinta shall be formed at the terwls shown on the plans using a pre -formed expansion joint filler having a thickness of 1/4 Inch cut to conform to the cross-eection of the curb. They shall be constructed at 20 fact intervals or as directed by the Engineer. When the curb is constructed adjacent to or on concrete pavement, expansion pints shall be located opposite or at expansion joints in the pavement. SITE ENGINEER: _4LV CIVIL ENGINEERING ASSOCIATES. INC. 10MANSFIELO VIEWUWE, SOUIHBURLINGTON, IT 05403 lIDTBBI-P0P0 FAx' eo4A.r 11 web: www.ceev - DRAFN MAB CNECKEa SAV APPROVED SAV OWNER BLACKBAY VENTURES V111, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 SPECIFICATIONS MARCH 26, 2014 ASS SHOWN C3.1 PRDJ. N0. 13247 F. Backglling: After the concrete has set sufficiently, the spaces in front and back of the curb sholl be filled to the required devotion with layers of not more than six Inches of the some material as the bedding and thoroughly tomped. G. The Contractor shall protect the curb and keep it In alignment until the completion of the contract. Each curb which Is damaged of any time previous to final acceptance of the work Moll be removed and replaced with satisfactory curb at the Contractors expense. 3.02 CONCRETE SIDEWALKS A. Excavation and Foundation: Excavation shall be made to the required depth and to a width that will permit placing of bed course material and the Installation and bracing of the forms. Bed course material shall be placed to the depth and section shown an the plans. When the layer required exceeds six Inches, two layers of approximately equal depth shall be placed and each layer thoroughly compacted so that It is hard and unyielding. The wetting of bail course material may be required to obtain the compaction. B. Finishing: The surface shall be finished with a wooden fiLt. No plastering will be permitted. The edges shall be rounded with an edger having a radius of i/4 Inch. The surface of the sitlewalk, after the floating and .creeding process is completed, shall be finished with o broom of a type approved by the Engineer, drawn over the surface parallel to the transverse joints. Special texturing on sidewalk romps shall be installed in accordance with construction plan details. C. Joints: Unless otherwise Indicated an the plane or directed by the Engineer, expansion joints shall be placed every 20 feet. Expansion Joints shall be formed around all appurtenances such as manholes, utility poles and other obstwctiane extending Into and through the sidewalk. Pre -formed joint filter 1/4 Inch thick shall be nstolled in than joints. Expansion joint filler of the thickness Indicated shall be Installed between conorete sidewalks and any fixed structure such as a building or bridge. This expansion Joint material shall extend for the full depth of the walk. Between the expansion Joints, the klewalk shall be divided of intervals of 5 feet by dummy Joints formed by o jointing tool or other acceptable means as directed to provide grooves approximately 1/8 Inch wide and at least 1/3 of the depth. When the sidewalk Is constructed next to a concrete expon- n )ant material shall be placed between sidewalk and curb for the depth of the sidewalk. D. Curing: During the curing period all traffic, both pedestrian and vehicular. Mall be excluded. Vshieular traffic :all be excluded for such additional time as the Engineer may direct. E. Bockfiiing: Before the concrete has been opened to traffic, the pace on soch alas of the sidewalk shall be bacifilled to the required elevation with suitable material, firmly compacted and neatly graded. SECTION 02700 - WATER SUPPLY SYSTEM PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Pipe Materials 2. Hydrant ts 3. Volvas 4. Fitting. 5. All other appurtenances necessary to complete the water real. system o. shown on the Contract Plans. 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturers of products and accessorls specified. Indicating compliance with requirements to the Engineer and local municipality. 1.03 QUALITY ASSURANCE A. All materiels and the installation procedure Moll be in accordance with the Department of Environmental Consw=lon, Water Supply Division and the applicable construction on inonces of the local municipality. PART 2 - PRODUCTS 2.01 GENERAL A. Furnish ells, tees, reducing tees, eyes, couplings. Imm..' em, crosses, transitions and and caps of the same type and class of material as the eanduit, or of material having equal or superior physical and chemical properties as acceptable to the Engineer as necessary to complete the water 9Yet-, 2.02 DUCTILE IRON WATER PIPE A. Poe shag be Ductile Iron Class 52 (sizes as shown m the plans) conforming to current ANSI/AWWA C151/A21.51 latnt recision. Larger size mains will be required If gory to Blow withdrawal of the required fire flow while maintaining the minimum pressure specified in the VT Water Supply Ruts, Chapter 21. a.1.1. Any proposed departure from minimum requirements Mall be Justified by hydraulic analysis and future water use assessment, and all be considered only In special circumstances (VT Water Supply Rule, Chapter 21 8.1.4). Push -an hint pipe shall be minknum thickness Gass 52. Push -on Joint accessories shall conform to applicable requirements of ANSI/AWWA C111/A21.11. B. Pipe shill be cement mortar fired on the inside In accordance with ANSI Specification A21.4 except that the cement lining thickness shall not be lass than 1/8 Inch. A plus tolerance of 1/a Inch will be permitted. C. Pipe shalt be given on exterior petroleum asphaltic coating In accordance with ANSI AWWA C151/ANSI A21.51. D. Four -Inch (4") and six -Inch (6") pipe Mall have no lass then (2) brass wedges installed at pch hint. Eight -inch (8") and larger pipe shall he" no lees than three (3) braes wedge. installed at oath pipe joint. Conductivity bonds may be Installed in place of wedges. E. When a pipe material Is specifically noted an the contract clmwinga,lhe contractor/developer shall not have the option of utilizing any other pip. material. Galvanized pipe or fittingsshall not be used in any water system owned or maintained by the CWD Retail Deportment or within the distribution system of the City of South Burlington. The CWD Retall Superintendent reserves the option of requiring polyethylene pipe sleeve encasements and/or alternate pipe materWh n known or suspected corosive soil conditions. A. Ductile Iron fittings shall conform to ANSI/AWWA C110/A21.10, 350 PSI working pressure. Ductile Iron fittings larger than twelve Inches (12") shall hove a standard body length equal to Close 250 Cast Iron fittings. Cast Iron Class 250 fittings will be allowed in lieu of ductile Iron fittings larger than twelve Inches (12"). Ductile Iron fittings shall be rated for 250 p.&L However, twelve Inch (12") and smaller may be rated for 350 p.e1 with the use of special gaskets. All ductile Iron compact fittings shall conforming to AWWA/ANSI C153/A21,53 standards. B. Anchor tees sholl be standard mechanical joint tee$ except that the branch is plain Class 250 cost Iron or Class 350 ductile from, coment lined. conforming to ANSI/AWWA Clio/ A21.10. Cttt/A21,11, and C104/A21.4. Anchor tees shall be Clow F-1217. U.S. Pipe U5-92 or equal. C. Mechanical Joint restraints aholl be Incorporated Into the design of the follower gland and shall Include a restraining mechanism which, when actuated. Imparts multiple wedging action against the pipe Increasing Its resistance as the pressure Increases. Flexibillly of the joint shall be maintained after burial. Glands shall be manufactured of ductile Iron, . Ind how a minimum working pressure of 350 pal. Twist off nuts (i.e. mega -lug) or equal shall be used to ensure proper actuating of the restraining devices. Contractors may also use approved grip ring (or equal) retalner glands. D. Belts shall conform to ANSI Specifk:alion A21AOL E. Pipeline couplings shall conform to AWWA Standards C110 and ANSI A21.10. Mechanical joint connecting peaces of Proper diameter $hall be Installed In accordance with the manufacturer recommendations and at locations directed by the plans or the CWD Retail Superintendent. F. All fittings shall be wrapped in plastic and haw concrete thrust block. poured In place. 2.04 TAPPING SLEEVES AND VALVES A. The CWD Wholesale Department shall be notified whenever a proposed top Is to be made an any CWD transmlealon main within the district. B. Only approved topping companies shall be allowed to perform wet taps an any CWD or South Burlington water mains. C. All materials used when to ping for a brooch connection w Interconnection from any Champlain Water District or South Burlington water transmission or distribution pipelines .hall be specified below 2.05 TAPPING SLEEVES For use m existing asbestoa cement, gray cost Iran, ductile Iran or PVC C-900 pipe: A. Tapping sleeves shall be of the split sleeve design, constructed with two solid half -sleeves bolted together. Sleeves Moll be constructed of ductile Iran. Moll have o working pressure of at least 150 psi, and Mall haw mechanical joint ends with and and stile gasket vials. B. All Iron body tapping sleeves shalt be provided with a 3/4" NPT test plug, or other provisions must be made for air testing the calve and sleeve at maximum working pressure, prior to tapping. C. All bolts and nuts for mechanical Joint* of tapping steel-, Moll be of high -strength cast Iran or high -strength, low - alloy steel conforming to ANSI/AWWA Clll/A21.11. D. All bolts and nuts for flanged hints of topping sleeves shall be of high -strength, low carbon steel conforming to ANSI/AWWA C110/A21.10. E. All bolts and nuts Mall be sound, clean, and coated with a rust-realstant lubricant; their surfaces Mall be free of objeetlanable protrusions that would Interfere with their fit In the made-up mechanical or flanged joint. 2.D6 TAPPING VALVES A. Topping valves shall canform to ANSI/AWWA C509 Standard for Resilient -Seated Gate Volvos for Water and Sewage Systems, except as modifled herein. Valves shell open counterclockwise and shall have a minimum working pressure of 150 psi. Inlet flanges Mall be Class 125 conforming to ANSI Specification 816.1 or ANSI/AWWA C110/A21.10, and outlet connection shall be Standardized Mechanical Joint unless specified otherwise on the drowinys for the type of pipe required for the branch or lateral pipeline. B. Tapping "Ives over sixteen Inches (16") diameter shell be Installed with their stems horizontal, shell be equlped with rollers, tracks and scrapers, and shall be provided with bypen valve. unless otherwise specified. C. Burled tapping valves shall be provided with a two Inch (2") square wrench nut and shall be installed with a cast Iran valve box as required to allow positive =caw to the valve operating nut at all tim es. In Installations where the depth from grade t, top of valve m.Urg nut Is greater than 6'0", a valve atom riser .hall be provided and Installed such that the depth from valve stem deer nut to grade is from four feel to six feet (4'-8'), (minimum length of valve stem riser Is two feet (2')). Valve stem now shall be of high strength steel and of welded construction. D. All contractors (or others) who apply to Champlain Water District for water line tapping Permits shell submit complete specifications of the topping material they Intend to use at the time the tapping permit application Is submitted on 8 1/2" x it" shop drawing sheet. E. All bolts and nuts used with all pipe sleeves shall, upon final tightening and testing, be brush coated heavily with bitumaatic cold -applied material to thoroughly cover all .pos.d surfaces of the bolts and nuts. 2.07 GATE VALVES-RESIUENT SEAT A. Valves shall be manufactured to meet all mqulmmmts of AWWA Specification C5D9. Valves twat" Inches (12") and smaller Moll be bubble tight, zero leakage at 200 psi working pressure. Volvos shall haw non-rlsing stems, open counter clockwise, and provide o two Inch (2') square operating nut with prow cast In the metal indicating direction of opening. Each wive shalt haw makers name, pressure rating and year in which manufactured cast on the body. Prior to shipment from the factory, each "Ive shall be tested by hydrostatic pressure equal to twice the specified working pressure. Gate "Ives shall be Mueller, Dmaser, Kennedy, or approved equal. B. Buried "Ives, Moll be Installed with a gate valve box. C. Gate "Ives shall normally be placed a maximum of five hundred feet (500') apart. Tee Intersections shall haw a minimum of three (3) gate valves. Cross sections (fora way intersections) shall haw a minimum of four (4) "Ives. D. The CWD Retell Superintendent may require all bolts, studs and nuts be made from a corrosion reshitant-material such as low-zinc, nickel -copper alloy or atainlies steel in known or wsoacted corrosive soil conditions. 2.06 VALVL BUXLS A. Volvo boxes shall be of the three-piece Cost Nan slide -type with a minimum inside shaft diameter of five and one quarter Inches (5 1/4") and a six foot (6') trench depth. Valve boxes shall not transfer loads onto the calve. B. Valve boxes shall haw a cast Iron cover, marked "WATER'. The boxes shall be dirt tight with the top of the cover flush with the top of the box rim. 2.09 FIRE HYDRANTS AND HYDRANT BRANCHES A. Fire hydrants $hail be Mueller Super Centurion 250. Figure A-423, Kennedy K-81 D, or Waterous Pacer and shall conform to AWWA C502 with the following specifications: 1. Main Volvo Opening: 5 1/4 Inches 2. Nozzle Arrangement Two 2 1/2 inch How Nozzles with National Standard Thread (NST) 3. One 4 1/2 Inch Pumper Nozzle with National Standard Thread (I 4. Inlet Connection: 6 Inch Mechanicol Joint, "Mega -Lug" or equivalent retaining gland and concrete thrust block S. Operating Nut: Standard 1 1/2 Inch Pentagon 6. Direction of Opening: Counterclockwise 7. Depth of Bury. Six -fool cover. The hydrant shall how at least 15 inches and no more than 21 Inches between the bottom of the steamer cap and the ground. B. Drain: The hydrant shall be non -draining or how the trains permanently plugged. 9. Color. Red enomel 10. Other: Hydrants Mall be compression type dosing with the pressure. Hose and pumper nozzles sholl be 1/4 turn type secured by stainless steel or .erosion r.talent pins m Pressure seals behind the nozzle flanges shall be "0" rings. A breakable coupling retained in place by stainless steel or corrosion melslant pins shall make the union between the upper and lower stems. The two-piece traffic flange shall be held in place by nuts and bolts. Tha upper barrel shall be able to rotate 360 degrees without removing any bolts. Hydrant flags shall be required and supplied for each hydrant. Whenever a traffic hazard appears to exist, curbing and/or bollards shell protect the hydrant. B. For single-family house subdivi lone them will be at least on hydrant of each intersection and a maximum of five hundred feet (500') between hydrants with a minimum water flow of 500 gallons per minute (gpm) at the flow hydrant with a 20-psi residual pressure at the residual hydrant. Hydrants should be located Immediately adjacent to street property lines. A 20' x 20' easement will be required around all hydrants. No structures or plantings are to be placed within a 20' x 20' area of any hydrant. C. Where dead-end mains occur, they shall be provided with a fire hydrant if flow and pressure meet minimum requirements. If flows and pressure are not sufficient, than an approved flushing hydrant or blow off shall be installed for flushing purposes. Flushing devices should be sized to provide flows which will give o velocity of of least 2.5 feel par second in the wale main being fiu.hed. The open end of a blow off must be capped and terminate at least eighteen Inches (18') above grade. 0. When at in lawn space between the curb and sidewalk, no portion of the hydrant or nozzle cap will be lass than foot off the gutter face of the curb or edge of the sidewalk. Hydrants .hall be a minimum of four feet (4') and a maximum of six feet (8') from the edge of the sidewalk to the closest point w the hydrant when placed behind the sitlewalk. In the absence of a curb or sidewalk, no hydrant shall be placed more than six feet to provide from the complete oaccesssibility and minimize tshall he possiblityof w as damage from vehldes or Injury to pedestrians. 2.10 HYDRANT ASSEMBLIES A. Hydrant assemblies shall consist of an anchor tee, a six Inch (6") mechanical Joint gate volve conforming to the above specifications, the appropriate length of six Inch (6") Ductile Iron Cement Lined, Class 52 pipe, oil necessary anchor couplings and approved restraining glands. the tire hydrant and appropriate thrust block. B. Care Mall be taken to prevent damage to hydrants and appurtenances during handling and installation. All materials shall be carefully Inspected for defects in workmanship and materials; all debris and foreign material cleaned out of the hydrant bowl; all operating mechanisms operated to check their proper functioning. and all mute and bolts checked for tightness. All hydrants shall be carefully Incorporated in the water main and supported In their respective positions free from distorlim and strain. Hydrants Mall be at plumb. All hydrants shall be oriented to most efficiently allow fire truck access and connection for emergency purposes. They shall be installed may from the curb line at sufficient distance to avoid damage from or to vehicles. Traffic model hydrants shall be Installed so the breakaway flange Is not leas than two inches (2"), nor more than six Inches (6") above the established grade, according to manufacturer recommendations. Hydrant locations are subject to the approval of the CWD Retail Superintendent and the appropriate municipalitis fire Department. Installation for fire hydrants can be found In AWWA Standard C800. 2.11 BLOW -OFF ASSEMBLIES A. Blow -off assemblies will be constructed as detailed in the drawings. They shall consist of an anchor tee. o six Inch (6") mechanical joint gate valve conforming to these Specifications, the appropriate length of six Inch (6") Ductile Iron Cement Lined, Class 52 poe, all necessary anchor couplings, approved restraining glands, MJ and flanged fittings, and cop or rodent screen. Smaller blow -off assemblies may be allowed with approval of the CWD Retail Superintendent. B. Blow -offs shall not be connected to any sawer, submerged in any stream or ditch, or Installed in any manner that will permit back sohonage Into the distribution system. The open and of the blow -off must be capped and terninote of least eighteen Inches (18") above grade (VT Water Supply Rule, A-8.1.7). 2.12 SERVICE CONNECTIONS A. Service lines shall be Installed so as to ern perpendicular, in a straight line from the water main to the curb stop. B. Each service shall consist of a corporation, curb stop, copper tubing and a curb box with o cost Iron w stainless steel service rod. Service line, from three-quarter to two inch (3/4" to 2") shall be copper tubing from the corporation stop to the curb stop• Cc par tubing shall be type N", soft temper, conforming to ASTM 886. The name or trademark of the manufacturer and type shall be stomped at regular intervals along the pipe. Capper service pipe shall be one piece from the corporation to the curb stop. The minimum service for a single-family residence shall be three-quarter Inch (3/4"). The minimum service for a duplex shall be one Inch (1"). C. Corporations shall be Cambridge Brass No -Lead brass or Red Head Manufacturing Dross 4381 or Department approved equal and manufactured in accordance with AWWA C800. Corporations shall haw AWWA standard threads at the inlet and o compression type fitting at the outlet. Both inlet and outlet shill be the came size. Three-quarter Inch and one -Inch corporations shall be directly topped into ductile Iron pipe six Inches (6") and logger in diameter. Larger size corporations up to two Inches (2") shall use a tapping sodtlle. Pipe laws than six inches (6") shall require the use of a tapping saddle and corporation. Corporations sholl be used for all taps up to two Inches (2"). In no Instance, except when a topping sleeve ono calve are uses, 'hall a tap be made without a corporation. A connection made to a pipe that require. o tapping toddle or is not ductile Iran will have a body with a suitable outlet, wool, and suitable means for attachment to the main. The body shall be mode to conform to the outside configuration of the mein. The service saddle shall be designed to provide o drip tight connection. The body shall be Teflon or Epoxy coated with stainless steel strap(s), bolts, nuts, and mechaniam for attaching to the pipe barrel. D. Curb stops shall be a quarter turn plug type valve with an o-ring type soul and manufactured of Cambridge Bross No -Lead braes or Red Head Manufacturing SS 5151/94151 or Deportment approved equal In accordance with AWWA C800. The curb stop shall open left, haw a positive atop, and be of the tee design or flat design. No curb stop shall haw the ability to drain the service line. Both the Inlet and outlet of the curb atop shall haw compression type fittings. The lee head of the curb stop shall how the provision for the nactlan of a service rod. The curb stop shall rest an a tour Inch by eight Inch by sixteen -inch (e x B' x 16") concrete block for support. Curb slope shall be Installed just inside the municipality R.O.W. E. Curb boxes shall be of sliding adjustable type capable of adjusting from five feet to six feet (5' - V). The base o1 the box shall be orch type so as to prevent the box from resting w the curb stop. The adjustable upper section Moll be one inch (1") diameter for use with 3/4" and 1" curb stops. For larger curb stops, the upper section shall be 1 1/4" in diameter. Stationary roils affixed to the key of the curb stop with a brass pin shall be thirty Inches (30") in length for 3/4" and 1" curb stops and twenty-four Inches (24") for large curb stops. Curb box rods .hall be stainless steel. The word "WATER" shall be Inscribed on the cover of the box. The cover of the box shall haw counterwnk braes pentagon plug for paved or concrete areas, and standard two holes for gross areas. Curb box couplings and extensions will be the some material as the curb box. Both ono upper section of the box shall be able to be located with am aqua type metal locator. F. All service connectlora shall be Installed to the curb slop for all building lots before the street is paved. 2.13 BACKFLOW PREVENTION DEVICES A. No water service connection shall be approved or maintained by the CWD Retail Deportment, the City of South Burlington or the Village of Jericho union the water supply is protected as required by State lows, regulations and ordinances. The type of protective device sholl depend an the degree of hazard that exists. In general, backflow devices designed to protect potable water supplies in accordance with national plumbing code. for non -health hazard cross connections and continuous pressure applications shall be used, Le. Watts Series 007 or approved equal. Walt' Series 709 Double Check Volvo Assembly or approved equal shall be installed on all sprinkler systems. A shop drawing detail assembly showing backflow devices and meter placements shall be required by the CWD Retail Superintendent. 2.14 ROCK EXCAVATION A. Areas of known or suspected ledge may require subsurface investigation to determine Its extant prior to job commencement, at the contractor's expense. A pre -blast survey Mall be required prior to blasting. B. Rock shall be excavated, when encountered. to the lines d =a Indicated on the drawings or as directed by the CWD Retail Superintendent. Excavated material shall be disposed of and acceptable material Mall be furnished for bockfill In the space voided by the excavated rock. C. Rock in pipe trenches shall be ezeawted to a depth not less than s'v Inches (6") lower than the bottom of the Installed pipe. When o specified or indicated, or when laying the pipe In an excavated rack area, the trench Mall be backfilled with satisfactory material listed and approved under Pipe Bedding. D. Blasting shall be In full compliance with all State and Federal law. and local ordinonces. Take all possible core to avoid Injury to persons and damage to property. The rock is to be well covered with blasting mats and sufficient warning given to all persons In the vicinity of the work before blasting. Crne all be taken to avoid damages to utilities or other structures 'bow and below ground. E. No blasting will be permitted under or adjacent to any street, road, or highway unless permission has been received In writing by Me authority having jurisdiction. F. Conform to all municipal, State. Federal and other ordinance. and codes relating to the storage and handling of explosives. Particular attention Is called to adherence of requirements of the electric, gas and other utilities that may be located In the project a-. G. Damages and coat of whatever nature resulting from blasting operations shall be bome solely by the contractor. H. If rock below grade is shattered by blasting, caused by holes drilled too deep, or too heavy charges of explosives, or any other circumstance due to blasting, and if such shattered rock does not provide suitable foundation, the rock Moll be removed and the a"tlon refilled with acceptable material by and of the expense of the contractor. 2.15 PIPE BEDDING A. Water lines Mall be laid and malntolned an lines and grades established by the plans for the project. Pipeline trenches shall be excavated to the width and depths Mown an the plan typicals. Pipeline trenches in which pipe Is to be laid directly on the trench bottom sholl not be excowtetl entirely by machinery, but shall be finally excavated by hand tools such that the trench shall haw a bottom shaped to support the pipe throughout its entire length by fine and undisturbed material. Pipeline trenches, for which bedding is required, may be excavated to the required depths using machinery. No pipe shall be laid directly on ledge, hard shale or a very compact glacial till. When an unstable trench bottom is encountered and the CWD Retail Superintendent determines that it cannot support the pipe adequately, an additional depth shall be excavated and refilled to the pipe Invert with approved material at the contractor's expense. Pipeline trenches shall be dry during the laying of pipe. Wood supports under pipe shall be removed prior to backfilling. Pipeline Installation procedures can be found In AWWA Standard C600. B. Bedding material shall consist of crushed or natural stone conforming to ASTM D2321. Slew Percent Passing 1" Screen IDox 3/4" Screen 100% 1/2" 90 - 100% 3/8" Screen 40 - 70% No. 4 Slow 0 - 15% C. Bedding and blanket material shall be Class II material (ASTM D2321) consisting of clean, granular material (sonal). particle size limits described as follows: Sieve Percent Passing No. 4 100x No. 100 30% No. 200 12% 2.16 PIPEUNE INSULATION A. Approved waterlines with less than five feet (5') of cover over the crown, that crass a storm sewer, or where Indicated an the plans, shell be protected against freezing by the Installation of four Inch (4") thick highest '.liable density extruded polystyrene Insulating sheets or equivalent. Sheets shall be the total width of the trench, for a typical four foot (4') trench. The sheets shall be placed slx Inches (6") above the crown after placement of four to six Inches (4" - 6") of clean medium or coarse sand below the pipe bottom and four to six Inches (4" - 6") above the crown. Joints shall be overlapped so them Is no gap that will allow host to penetrate. Core shall be exercised during backfill and compaction over the polystyrene sheets to prevent damage to the sheets. The polystyrene sheets shall meet the commehenalve strength requirements of ASTM D1621-73. In no cases shall the waterline haw less than four feet (4') of cover over the top of the pipe. 2.17 POLYETHYLENE PIPE ENCASEMENT A. Polyethylene pipe encasement may be required in arena of corosive soils end shall conform to current ANSI/AWWA C105/A21.5 Speciflcotions. Minimum material requirements for the polyethylene film shall be high density, cross laminated virgin polyethylene 4 mil film. The CWD Retell Superintendent reserves the right to specify Polyethylene pipe, C-900, in areas of comm is- soils. B. The polyethylene encasement shall prevent contact between the pipe or fittings and the surrounding backfill and bedding material and shall be installed as outlined in Section 4.1 of the above ANSI/AWWA standard. 2.18 AIR RELEASE VALVES A. Air release valve, thall automatically mean small pockets of air as they accumulate at local high points within the distribution system and be provided at me Ired locations as shown an drawings. Air release cash lves all be designed to open positively and vent air to the atmosphere at system pressures up to the maximum working pressure as required by the venting orifice size. Volvos shall haw o stainless steel float and stainless steel or bronze trim. A brass gate valve or ball valve shall be provided In the connecting pipe ahead of the valve. Valves sholl be APCO No. 200 A or approved equal. Orifice shall be 3/16" and wive, Isolating calve, and connection piping shall be one Inch (1") unless otherwise specified. Automatic air relief valves shall not be used In sltuations where flooding of the access-woy or chamber may occur. All air release wives shall conform to ANSI/AWWA C512 and be Installed according to the VT Water Supply Rule, A-8.4. 2.19 AIR RELEASE MANHOLES A. Precast manholes shall conform to ASTM Designatlan C478 and most the following odditlmd requirements: 1. The wall thickness shall not be leas than five inches (5"). 2. Sections shall have tongue and groove Joints with butyl mastic rope In failed between sections. 3. Drainage from the manhole shall be designed to run to daylight whenever possible. 4. Top sections aholl be eccentric except that the concentric flat top sections Mall be used where shallow cover requires a top section lass than three feet deep. 5. Precast bases, coat-n-place bases, or precast bases Integral with base sectlons may be used. Precast bases and coal-In- Dlace bosea Mall be sight Inches (8") thick. 8. Cement Mall be Type II Portland Cement, conforming to ASTM Designation, C150. 7. Manhole ladder rungg Mall be aluminum alloy 6061-TB in accordance with ASTM designation B221, by Aluminum Company of America or Washington Aluminum Company or equal, conforming to Washington Aluminum Company Model T-14-OR. Rungs shall be not In precast sections during costing of section or grouted with a non -shrink grout. Plastic coated steel ladder rungs secured in the walls of the precast structure shall also be acceptable. B. Brick or masonry shall not be used to raise the monhole from. to grade In rcadwaya. 9. All sectian. Moll be cured by on approved method. Section. shall not be .hipped or manhole rungs subjected to boiling until the concrete has attained o compress SITE ENGINEER: C CIVIL ENGINEERING ASSOWATES, INC. 10MANSRELDWEVILANE, SOUIHBURIJNGION, VT 06403 BJ2aer-2a29 FAX e1 wee: www.ceaN.cwn DRAxN MAB CHECKED SAV APPROVED SAV OWNER: BLACKBAY VENTURES VIIi, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 DATE I r... i D I R6V ISION 04/25/14 SAV PRELIMINARY PLAN SET 08/OS/14 CJG RENSED PER CITY RENEW 05/11/14 CJG RENSED PER DRB COMMENTS 11/15/14 SAV FINAL PLAN SUBMITTAL SPECIFICATIONS DATE .MxINC. NDMHR` MARCH 26, 2014 EI C3.2 ASS SHOWN 13247 SECTION 02725 - DRAINAGE PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Drainage pipe and appurtenances. 2. Drainage structures. B. Related Sections: 1. Section 02225 - Utility Trenching and Backfilling 1.02 SUBMITTALS A. Manufacturer's technical data for: 1. Pipe and appurtenances. 2. Structures. PART 2 - PRODUCTS 2.01 GENERAL REQUIREMENTS A. Furnish ells, tees, reducing tees, wyes, couplings, increasers, crosses, transitions and and caps of the same type and class of material are the conduit. or of material having equal or superior physical and chemical properties as acceptable to the Engineer. 2.02 DRAINAGE PIPE AND PERFORATED PIPE A. If the Contract Plans do not specify a particular type of pipe, at the Contractor's option, the following materials may be used: 1, Polyvinyl Chloride PPipe c onforming to ASTM Specification 03034 or F679, (PVC)sewer pipe and fittings SDR 35. 2. Corrugated Polyethylene pipe and fittings (smooth interior) meeting the requirements of AASHTO M-294 and M-252, 2.03 CONCRETE STRUCTURES A. ASTM C47B, sized ce Indicated. 2.04 METAL ACCESSORIES A. Manhole fromea and covers: 1. Grey cast iron, ASTM A48, as shown on plans. PART 3 - EXECUTION 3.01 INSPECTION A. Examine the areas end conditions under which storm sewsr system work U to be Installed and notify the Engineer In writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected. 3.02 GENERAL A. When existing underground utilities, which are not scheduled for removal or abondonment, are encountered In the xcavatien, they shall be adequately supported and protected from damage. Any damage to utlllties shall be repaired promptly at no additional coat to the Owner. 3.03 PREPARATION A. Hand trim excavation (where necessary) to required elevations. Correct over -excavations with fill material. B. The slopes shall be graded to match the grade a' shown on the plan.. where required, and sections shall be placed antl backfiled to prevent undernining. C. Remove large stones orother hard matter which could damage drainage structures or Impede consistent bockfilling or compaction. 3.04 INSTALLATION OF PIPE A. Pipe Mall be installed In accordance with Section 02225 - Utllily Trenching and Backfilling. 3.05 INSTALLATION OF DRAINAGE STRUCTURES A. Precast concrete structures: 1. Place precast concrete structures and covers as shown an the Contract Plans, 2. Were manholes occur in povement, set tops of frames and covers flush with finish surface. 3. Provide rubber joint gasket complying with ASTM C443. 3.06 INSTALLATION OF STONE FILL A. Place atone BII as shown on Contract Plans. SECTION 02730 - SANITARY SEWER SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. Sectlon Includes: 1. Gravity Sewer Pipe 2. Manhole Structures and Appurtenances B. Related Sections: 1. Section 02225 - Utility Trenching and Bockfilling 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturers of products and accessories specified, indicating compliance with requirements. 1.03 QUALITY ASSURANCE A. All sonitary sewer materials and construction of some shall be as shown on the Contract Plans antl shall meet the requirements of the State of Vermont Agency of Natural Resources (Department of Emd-man tof Conservation) and the Public Work, Standards and Specifications of the local municipality. PART 2 - PRODUCTS 2.01 GENERAL A. Furnlsh ells, tees, reducing tees, oyes, couplings, -s, transitions and end caps of the -me type and class of material as the conduit, or of material having equal or superior physical and chemical properties as cceptable to the Engineer to provide a complete and operable system. 2.02 PVC GRAVITY SANITARY SEWER PIPE A. PVC sewer pipe shall conform in all respects to the latest revision of ASTM Specifications D-3034 or F679, Type PSM Polyvinyl Chloride (PVC) Sewer Pipe and Fittings. SDR 35 pipe. All pipe and fittings sholl be clearly marked as follows: Manufacturers Name and Trademark - Nominal Pipe Size (as shown on plans) - Material Designation 12454-C PVC - legend 'Type PSM SDR 35 PVC Sewer Pipe' or PS 46 PVC Sewer Pipe' - Designation ASTM D-3034 or F679 S. Joints shall be push -on type using elostomerlc gaskets and shall conform to ASTM D-3212. The gaskets shall be factory Installed. The pipe shall be furnished In nominal 13 foot lengths. Sufficient numbers of short lengths and full machine fittings ,hall be provided for us at manholes and nectiono All connections will requireelhe use of manufactured fittings. Fleld fabricated, saddle -type connections will not be considered acceptable. 2,04 MANHOLES A. Manh l.a had be sIzea as Indicated en the plan and shall be precast concrete with a onolithic base and shall con/arm to the latest version of ASTM Specification C478. B. Shelves shall be constructed with concrete having a minimum compressive strength of 3,000 psi at 28 days. Inverts for manholes shall be as shown on the plans and details and shall be constructed with c crete or brick, as per the local municlpalitys standards. Inverts shall haw the exact shape of the sewer to which they are connected. and any change In size of direction Moll be gradual and even. C. All manholes are to be provided with copolymer polypropylene plastic steps with steel reinforcement 12 Inches on center. D. All manholes Mall be provided with rough, gray, cast ion manhole frames and cowry All Iron coatings shall be thoroughly cleaned and than coated with hot for before being delivered. Frames and covers shall be LeBaron LC 266, or on approved equal, and haw a minimum weight of 400 pound.. E. Precast risers and bases for manholes shall conform to ASTM Specification C-478. The pipe opening In the precast manhole system shall haw a cast -in -plate flexible gasket or n equivalent system for pipe Installation as approved by the Engineer. Joints between manhole 'I_ shall be 1 minimum width flexible gasket or approved equal.. PART 3 - EXECUTION 3,01 GENERAL A. Care Moll be exercised by the Contractor to avoid disrupting the operation of existing sanitary sewer facilities without prior written approval of the Engineer. B. When existing underground utilities not scheduled for oval or abandonment are encountered In the excavation, they Mall be adequately supported and protected from damage, Any damage to utilities shall be repaired promptly at no additional cost to the Owner. C. Instollalien of pipe shall be In accordance with Section 02225 - Utility Trenching and Backfilling and as specified by this section. 3.02 BEDDING FOR PIPE A. The bedding material shot be shaped to fit the pipe for a depth of not less than 10 percent of Its total height and shall how recesses to receive the bell. 3.03 LAYING PIPE A. In general, sewer pipe shall be installed in accordance with the latest detailed instructions of the manufacturer. B. The laying shall begin at the outlet and and the lower segment of the pipe shall be in contact with the shaped bedding throughout Its full length. Bell or grooved ends of rigid pipes and the circumferential laps of flexible pipe shall be placed facing upstream. C. All pipe and fittings shall be carefully examined for defects and no pipe or fittings shall be told which are known to be defective. If any defective piece is discovered after layinl�, '..she" be removed and replaced at the Contractors expense. All pipes and fittings shall be cleaned before they are laid and shall be kept clean until accepted in the completed work. D. The pipe shall be laid to conform to the lines and grades indicated on the drawings or given by the Engineer. Each pipe shall be so told as to form a close joint with the next adjoining pipe and to bring the Inverts continuoualy to the required grade. E. The Contractor shall take all necessary precautions to prevent flotation of the pipe in the trench. F. when pipe laying is not in progress, the open ends of the pipe shall be closed with temporary watertight plugs. If water is in the trench when work Is resumed, the plug shall not be removed until all danger of water entering the pipe ire eliminated. 3.04 GRAVITY SEWER PIPE TESTING A. The Contractor shall provide all necessary equipment and Instrumentation required for proper completion of the flushing and testing. Quality of water, test procedures, and method of disposal of water shall be approved by the Engineer. Prior to testing, flush with water to remove construction debris. B. All tests shall be mode in the presence of the Engineer. Preliminary fasts mode by the Contractor without being observed by the Engineer will not be accepted. The Engineer will be notified at least eight hours before any work is to be lnapected or tested. C. The maximum sewer length to be tested at one time shall be that length between any two manholes. D. Air Testing: Low pressure air testing shalt be conducted In accordance with the following procedures: 1. Each and of the test section shall be plugged, capped and braced. No ..sory safety precautions shall be taken to prevent blowouts and possible Injury. 2. An air hose shall be connected to a tapped plug used for an air Inlet. The hose will be connected to the air control equipment, which shall Include valves and pressure gauges. These shall allow air to enter the .ewer teat line, monitor air pressure In the sewer, shut off air, and provide pressure reduction and relief. The monitoring pressure gauge shall haw a range of 0-10 pat with divisions of 0.10 psi and accuracy of 0.05 pelt. 3. The air compressor and air supply shall be connected to the test line and the test section filled slowly. until a constant pressure of 4.0 psig is maintained. 4. A pressure above 3.0 psig shall be maintained for at least five minutes to allow the temperature to stabilize. A check for leaks shall be made and If any ore found, the pressure shall be released and the fitting replaced or repaired. 5. After the stabilization period, the pressure shall be adjusted to 3.5 psig and the air supply disconnected. 6. Measure and record the time interval for the test line pressure to drop from 3.5 psig to 2.5 psig. 7. If the groundwater table Is above the pipe, Increase above teat pressures 0.5 psig for each foot the groundwater Is above the Invert of the pipe. 8. The requirements of this specification shall be considered satisfied If the time required In seconds for the pressure to decrease from 3.5 to 2.5 pat greater than the average back pressure of any groundwater that may submerge the pipe Is not leas than that computed according to the following table: Minimum Test Time for Various Pipe Size. Diameter (Inches) Time (Sec./100 Ft.) 4 18 6 45 8 75 10 90 12 110 Minimum Test Period - 1 minute 3.05 MANHOLES A. The excavation shall be to the depth indicated on the plans or ordered by the Engineer, and carefully shaped and graded. B. Manhole sections shall be precast concrete and shall conform to the dimensions Indicated on the plans or ordered by the Engineer. C. Channels, inverts and floor areas for sewer manhole. shall be constructed of brick and mortar or concrete. Inverts shall haw the exact shape of the sewer to which they are connected and any change In size or direction shall be gradual and even. All construction of sewer manholes must be carted out to Insure watertight work. D. The required courses of brick shall be placed on top of the coric,iite to the elevation indicated an the plans w ordered by the Engineer, Brick shall be laid In an appropriate manner by a competent mason. After the bricks are laid, the joints on the inside of .the brick masonry shall be neatly pointed. The outside surface of the brick sholl be covered with mortar of the some quality as used for laying the bricks so that a reasonably smooth surface Is obtained. E. The cast Iron frame shall be set are Indicated on the plans In a full mortar bed. The grade or cover shall be properly placed In the frame. 3.06 MANHOLE TESTING A. Manholes shall be tested separately by one of the following two procedures: 1. E"Itration Leakage Test: All pipes and other openings Into the manhole shall be suitably plugged and the plugs braced to prevent blowout. The manhole shall than be filled with water to the top of the cone section. A period of time may be permitted, if the Contractor so wishes, to allow for absorption. At the and of this period, the manhole shall be refilled to the top of the cone, if necessary, and the measuring time of at least four hours begun. At the end of the test period, the manhole shall be refilled to the top of the cone, measuring the volume of water added. This amount shall be con verted to gallons per vertical foot depth for 24 hours.The leakage for each manhole shall not exceed one gollon/vertical fool/day. If leakage ceeds the allowable rate, repairs shall be made a approved by the Engineer and the manhole retested• If the Contractor elects to backfill prior to testing, the testing shall be at his own risk, and it shall be Incumbent upon the Contractor to determine the reason for any failure of the test. No adjustment in the leakage ollowonce will be made for unknown causes such as looking plugs, absorption, etc. It will be assumed that all loss of water during the test lea result of leaks through the joints or through the concrete. Furthermore, the Contractor shall take any steps necessary to assure the Engineer that the water table is below the bottom of the manhole throughout the test. 2. Vacuum Test: This method of testing manholes for leakage Involves the use of a device for sealing the top of the manhole cone section and pumping the air out of me manhole, creating a vacuum and holding thisvacuum for o prescribed period of time. The procedure for this test Is as follows: a. All lifting holes and exterior joints shall be filled and pointed with an approved non -shrinking mortar. The completed monhole shop not be backfilled prior to testing. Manholes which have been backfilled shall be excavated to expose the entire exterior prior to vacuum testing or the monhole shall be tested for leakage by means of the exfiltrotion leakage test. It. All pipes and other openings Into the manhole shall be suitably plugged In a manner to prevent displacement. c. A plate with an inflatable rubber ring the size of the top of the manhole shall be installed by Inflating the ring with air to pressure adequate to prevent leakage of air between the rubber ring and the manhole wall. d. Air shall then be pumped out of the manhole through an opening in the plate until a vacuum Is created Inside of the manhole equal to 10 Inches of mercury on n approved vacuum gauge. The removal of air .hall then be stopped and the test begun. e. The manhole shall pass this teat if thevacuum holds at 10 Hg or drops no lower than 9' Hg within the following times: Time Depth of 4' Manhole Minutes Seconds 0'- 10, 2 0 10' - 15' 2 30 5' - 20' 3 0 20' - 25' 3 30 I. If the vacuum drop exceeds 1' Hg during the specified time periods, the manhole shall be resealed and Steps 2 through 5 above repeated until the vacuum holds for the specified time. g. After the manhole passes the vacuum teat, it shall be bockfilled carefully so that no leaks are created. If the manhole is disturbed In any way during backfill, It shall again be vacuum tested according to Steps 1 through 5 above. If the anhole fails the vacuum test, the Contractor shall test the manhole using the manhole exf It,atlon test, h. The Contractor shall provide the Engineer with a written log of each manhole leakage lest result. {. Manholes shall be tested and accepted prior to building manhole Inverts. SECTION 02921 - LANDSCAPE GRADING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Finish grading: bring rough grade In areas to design elewtions as shown on the drawings. 2. Topsoil: Work shall consist of furnishing, placing and Moping topsoil, or placing, spreading, and shaping topsoil form stockpiles or stripped arena. PART 2 - PRODUCTS 2.01 TOPSOIL A. On -site topsoil Mall be natural surface layers of soil stripped, grubbed, stockpiled, and conditioned. If necessary, for use in topsoiling and sending operations. Additional topsoll he be brought in from off -site at the owners expense for areas lacking sufficient topsoil to support vigorous plant growth. B. Topsoil shall be loose, friable, reasonably free of admixtures of subsoil, free from refuses. stumps, roots, brush, once, rocks, and stones 1 1/4 Inch in overall dimensions. The topsoll shall also be free from any material that will prevent the formation of a suitable seedbed or prevent seed germination and plant growth. It Mall contain not leas than three (3) nor more than twenty (20) percent organic matter as determined by loss -on - ignition of oven -dried samples drawn by the Engineer. Any material which has become mixed with undue amounts of wbwil during any operation at the source or during placing r spreading will be rejected and shall be replaced by the Contractor with acceptable material. C. Topsoil shall consist of sandy loam, loam or silt loam with the following maximum proportions of materials as determined by sieve analysis orIn spection, 30-50 silt: 0-20 cloy, and shall be dark brown in color when dry. D. Borrow Topsoil: Provide name of wurce. Each source of borrow topsoll shall be natural surface soil from well drained areas. PART 3 - EXECUTION 3.01 SUBGRADE PREPARATION A. Clean subgrode of all slumps, stones, root', trash or other materials which might hinder proper tillage or spreading. B. All surfaces on which topsoil is to be placed shall be graded to a reasonably true surface and scarified by raking, discing or other approved moon. to a minimum depth of two Inches before placing topsoll. C. All trees and plantings to be placed a minimum of 5' away from all underground utill!— 3.03 PLACING TOPSOIL A. Mlnlmum final depth of topsoll shall be 4 Inches. B. Place topsoil when seeding operations con closely follow spreading operation,. Use topsoil in relatively dry slate. C. Topsoll shall be apread and shaped to the lines and grades shown on the DIons. or as directed by the Engineer. The depth stated In the contract to which the topsoil is to be placed Is that required after Mal rolling of the material hoe taken place. All stones, rests and debris over 1 1/4 Inch in diameter along with any sodding weeds and other undesirable material shall be removed. SITE ENGINEER: D. After shaping and grading, all trucks and other equipment shall be excluded from the topsoiled area to prevent excessive compaction. The Contractor shall perform such ILI work as required to provide a friable surface for seed germination and plant growth prior to seeding. E. It Moll be the Contractor's responsibility to restore to the line, grade and surface all eroded areas with approved material and to keep topsoiled areas in acceptable condition until the completion of the work. SECTION 02936 - PERMANENT SEEDING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Furnishing all labor, materials, and equipment to complete all ending work as shown on the drawings and specified herein. 2. Except where otherwise shown or specified, the Contractor shall and all ar s where new contours are shown on the drawings and all areas where existing, ground cover has been disturbed by the Contractora operations. B, All work and materials of this Section shall conform to the opplicable requirements of the VAOT Standard Specifications, Division 600. 1.02 SUBMITTALS A. Provide the following for approval prior to delivery to the site: 1. Supplier's Certificate of Compliance attesting that Ilme, fertilizer and and meet the requirements specified. 2. The Contractor shall provide representative topsoll samples for testing and approval, deliver samples to a public extension service agency testing laboratory, hove testing report sent directly to the Landscape Architect end pay all costs. n Testing shall report o mechanical and chemical (pH soluble salts) analysis. Report shall be submitted at least one month before any looming Is to be done. 1.03 SEEDING SEASONS A. Seeding and Initial fertilizing shall be done between May Tat and September 15th, unless otherwise authorized. Seeding shall not be done during windy weather or when the ground Is frozen, excessively wet, or otherwise untillable. If seeding Is done during July or August, additional mulch material may be required by the Engineer. PART 2 - PRODUCTS 2.01 LIME A. Lime shall be standard, ground dolomite limestone, agricultural grade, containing a minimum of 95% of calcium and magnesium carbonates. 100% shall pass the 10 mesh slew: minlmum 90% -hall pass the 20 mesh slew; minimum 40% shall pees the 100 mesh stew. 2.02 FERTILIZER A. Fertilizer shall be commercial grade granular fertilizer as required for soil conditions as specified In Section 643 of the VAOT Standard Specifications. The fertilizer *hall be delivered to the project In new, clean, soled containers which bear a label fully describing the contents, the chemical analysis of each nutrient, the fertilizer grade, the net bulk, the brand and the name and address of the anufaclurer. The fertilizer and labels shall conform to oil existing State and Federal regulations, and shall meet the standards of the Association of Official Agrlcullurol Chemist.. 2.03 GRASS SEED A. Provide fresh, clean, new -crop and of the grass species, proportions and minimum percentages of purity, germination and maximum percentage of weed seed are follows: 1. Pork and shall normally be used on loam areas. This and mixture Mall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lbs/Acre Creeping Red Fescue 96% 8511; 40 Perennial Ryegrass 98% 90% 50 Kentucky Bluegrass 97% 85% 25 Redtop 95% 00% 5 TOTAL = 120 2. Slope seed shall normally be used for all slope work. e..11y 3:1 or steeper and shall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lbs/Acre Creeping Red Fescue 96% 85% 35 Perennial Ryegrass 98% 90% 30 Redtop 95% 80% 5 Smooth Bromegross 96% 85% 10 TOTAL - 80 B. The seed mixture shall be delivered in now, clean, sealed containers. Labels and contents shall conform to all State and Federal regulations. Seed shall be subject to the testing provisions of the Association of Official Seed Analysts. Mixes containing Sweet Clover, white Clover, or Birdfot Trifoil shall not be used. C. Seed that has become wet, moldy, or otherwise damaged will be rejected. 2.04 MULCH A. Mulch must be Installed on all seeded areas. The following mulches are acceptable for use. 1. Hay mulch free of weeds and coarse matter at a rote of 90 pounds per 1,000 square feet. 2. Wood fiber applied in a slurry (1/6" or longer) at a rate of 40 pounds per 1.000 square feet. 2.05 WATER A. All water used shall be obtained from fresh water sources and shall be free from Injurious chemical and other toxic substances harmful to plant life. No water which is brackish will be permitted at any lane. The Contractor shall identify to the Engineer all sources of water at lost two weeks prior to use. The Engineer, at his discretion, samples c may take mples of the water at the so or from the tank at any time and haw a laboratory test the samples for chemical and saline content. The Contractor shall not use any water from any source which Is disapproved by the Engineer following such tests. CIVIL ENGINEERING ASSOCIATES, INC. IOM41ISRELDMEWIANE, SOUTHBURLWGTON, VT 05101 e02A61 s FAK 6a2d6a-P211 wea: www.awev - DRA-N MAB -c.O SAV APPROVED SAV OWNER BLACKBAY VENTURES V111, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 SPECIFICATIONS DATE D 11NN N-lik MARCH 26, 2014 se - ASS SHOWN I C3.3 PROJ. NO. 13247 2.06 HERBICIDES A. A Pre-amerg-.. herbicide, .iduron (lupe,.on), shall be applied to the finished topsoil if seeding is to occur prior to June 1. This type of herbicide is effective against germinating seeds - It kills the plants before they emerge to the Boil surface. More Importantly, it does not Interfere with the germination of cool season grosses such as Kentucky Bluegrass and C-26 Hard Fescue. Contact Engineer prior to application. B. Application: Contractor shall use extra care in handling. Sid. i. commonly known as 'lupamon , shall be applied at the manufacturer s recommended rote. 2.07 FINAL FERTILIZER A. 'Uromite' or "Nitroform containing 38X nitrogen in o slow ,.lease form. PART 3 - EXECUTION 3.01 PREPARATION A. Examine finish surfaces and grades. Do not start seeding work until unsatisfactory conditions ore comected. Perform seeding work only after planting and other work affecting ground surfoce has been completed. B. Notify Landscape Architect at least seven (7) working days prior to starting seeding. C. Prepare areas Immediately prior to seeding as follows: 1. Loosen wil of seed areas to a minimum depth of 4'. 2. Remove stones over 1' In any diameter and slicks, roots, rubbish and extraneous matter. 3. Remove existing weeds and grasses by pulling or tilling under. 4. Grade areas to be seeded to a smooth, free draining even surface with o loose, moderately coarse texture. 5. Remove ridges and fill depressions as requlred to drain. 6. Restore prepared areas If eroded or disturbed prior to seeding. 3.02 SEEDING CONDITIONS A. Seeding Moll not be done when the ground Is frozen, snow coverW, muddy, or in any other unsatisfactory condition fa planting. No seeding operations Mall be conducted under adverse weather conditions or when sod moisture condition. are unfavorable (too wet or too dry) or when winds exceed 5 MPH. B. Canatruction methods Mall be those established as agronamlcally acceptable and feasible. The Contractor Moll keep a equipment and vehicular and pedestrian traffic off areas that have been seeded to prevent ...east- compaction and damage to young plants. Where such compaction has occurred. the Contractor Moll rework the soil to make a suitable seed bed; then reseed and mulch such areas with the lull amounts of the specified materials, at no extra expense to the Owns. C. Surface and seepage water Mould be trained Or diverted from the site to prevent drowning or winter killing of the plants. 0. All aeon and ports of seas which fall to Mow a uniform .land of grass for any reason whatsoever Mall be reseeded, and such areas and parts of areas shall be seeded repeatedly until oI seas are covered with a satisfactory growth of grow. E. Watering is considered a necessary element for establishment and savlvol. F. Where ryogross has been planted for temporary -1- control and has not been eliminated prior to the completion of the work, such areas shall be dated at least 3 Inches deep and seeded to permanent grasses to prevent the ryegross from reseeding and becoming competitive with and retarding development of the permanent cover. 3.03 SEEDING A. Lime and fertilizer should be applied prior to m at the time of seeding and Incorporated Into the .oil. Kind. and aunts of time and fertilizer should be based on on evaluation of it test.. When a soil test 16 not ._.able, the following minimum amounts Mould be applied: Agricultural limestone. 2 tons per acre or 100 tbs. per 1,000 square feet. Nitrogen (N), 50 Ibs. per acre or 1.1 tbs. par 1,ODO square feet. Phosphate (P205), 100 Ibs per ode m 2.2 tbs. per 1,000 square feet. Potash (K20), 100 tbs. per acre or 2.2 Ibs. per 1.000 square feet. (Note: This Is the equivalent of 500 Ibs. per acre of 10- 2D-20 fertilizer or 1,000 Ibs. per acre 5-10-10). B. Seed Mould be spread uniformly by the method most appropriate for the site. Methods Include broadcasting and hydneeeeding a. follows: 1. Broadcasting: Sow send using mechanical spreads at a rate of 4 Ibs./1,000 square feet. Distribute wed evenly over entire woo by sowing equal quantity in tow directions at right angles to each other. Rake send Nghlly into top 1/6' of topsoil, roll lightly and water with a fin. spray. 2. Hydromeding: Mix specified seed, fertilize and pulverize mulch in water, using equipment specifically designed for hydroseed application. Continue mixing until uniformly blended Into homogenous slurry suitable fa hydraullc application. Apply slurry uniformly to all or as to be seeded. Rate of application as required to obtain specified and sowing rate. 3. Hydraulic application of send will not be allowed within 200 feet of the detention pond. 3.04 MULCHING A. Mulch materials shall be spread uniformly by hand or machine at o rate of two 50 lb. bales per 1.000 square fast. B. Organic Mulch Anchoring - Strove or hay mulch must be anchored Immediately after spreading to prevent wind blowing. 3.05 MAINTENANCE A. The maintenance period shall begin immediately after seeding and shall continue until acceptance. B. All mulches must be Inspected periodically, In particular after rainstorms, to check for rill erosion. Where erosion Is observed, oddillonal mulch aholl be applied. Net should be inspected after rainstorms for dislocation or failure. If washouts or breakage occur, reinstall net as necessary ofts repairing damage to the slope. Inspections should take place until greases are firmly established. Grasses shall not be considered established until a ground aver le achieved which is mature enough to control nail erosion and to survive severe weather conditions. Where mulch is used In conjunction with anomental plantings, inspect periodically throughout the year to determine if mulch is maintaining coverage o/ the soil surface; repair as needed. C. Seeding areas Mall be protected and maintained by watering, reseeding, mowing, weeding, rolling, Insect or disease control measures, re -fertilizing and repair of washouts which are necessary. C. The Contractor shall maintain all seeded oreas unit full vegetation Is established. D. All seeded areas Mall be kept free from weeds and debris, such as stones, cables, baling wire, and all slopes 4:1 or I.. (flatter) and level turf Mall be mowed in the following manner. 1. Man arena rwchm a height of 4-6', mow to a height of 3'. 2. At feast two cuttings Moll be made prior to final acceptance. E. Following mowing, all permanent weeding grass areas (mowed and unmowed) Moll receive a uniform application of slow release fertilizer hydraulically placed at the rate of 10 pounds per 100 square feet. 3.06 ACCEPTANCE A. Inspection to determine acceptance of needed areas will be made by the Landscape Architect, upon Contractor's written request. 1. Provide notification of least tea (10) waking days before requested Inspection date. B. Seeded areas will be acceptable provided all installation and maintenance requirements have been complied with and a healthy uniform lawn Is established. C. Upon acceptance, the Owner will ossume maintenance. 3.07 WARRANTY A. All waded area. will be warranted for a period of twelve months from date of Owner's acceptance. Should any seeded areas fail to maintain full vegetation. foiled areas all be refurbished until this specification is achieved at the cost of the Contractor. Type A Stabilization EcoAegis or approved equal Application Rate 4,000 Ibs per acre Composition - Refined wood fiber (90% by weight) Blended hydrocolloid-based binder (10% by weight) Water Holding Capacity - 10 times own weight Surface Coverage Thickness - 1/8' to 1/4" Norrtt oOg Nh American Green DS-75 Fully degradable - non -woven Fully bio-degroble pins in mowed areas (lasting 3 to 8 weeks and may require multiple installations) Type B Stabilization Hvdraulicolly Applied Mulch EE.oAegts or approved equal Application Rate 3,500 Ibs per acre Composition - Refined wood floor (90% by weight) Blended hydrocolloid-based binder (10% by weight) Water Holding Capacity - 10 times own weight Surface Coverage Thickness - 1/8' to 1/4" Matt OA North American Green DS-75 Fully degradable - non -woven Fully bio-degrable pins In mowed areas (lasting 3 to 8 weeks and may require multiple installations) Type C Stabilization Hvdraulieally Molted Mulch EcoAegis or approved equal Application Rote 3.000 Ibs per acre Composition - Refined wood fiber (90% by weight) Blended hydrocolloid-based binder (10% by weight) Water Holding Capacity - 10 times own weight Surface Coverage Thickness - 1/8' to 1/4" M,ttin, North American Green DS-75 Fully degradable - non -woven Fully bio-degrable pins in mowed areas (lasting 3 to 8 weeks and may require multiple Installations) Type D Stabilization Livdraulleally Molted Mulch Application Rate 1,500 Ibs per acre Composition - Standard wood fiber Blended hydrocollold-based binder Surface Coverage Thickness - 1/8' to 1/4" North D Z North American Green DS-75 Fully degradable - non -woven Fully bio-degrable pins In mowed areas (lasting 3 to 8 weeks and may require multiple Installations) SITE ENGINEER: f f CIVIL ENGINEERING ASSOCIATES, INC. 10M4NSFIEfD11EWLANE, SOUTHBURLINGTON, lT 054M - FAN: 904B.f-2211 web: www.ov - DMwN MAB cseczsD SAV ePRDVRD SAV OWNER BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 SPECIFICATIONS DATE DAA1- NUYBeR MARCH 26, 2014 scAu 1S SHOWN C3.4 P- NO. 13247 T APPLICATION FOR SITE PLAN REVIEW (City Center FBC District) 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. 1. Street Address of Project: 2. Brief project description (explain what you want approval for): 3. Applicant Name Address P.o. $u, y13'� v c Email C)Sklekes4enkeh telm:k7 lc»^ Telephone d 3 Ck-016 6 4. Primary Contact (person who will receive all correspondence from Staff) I .�W'• Name il,�, A shr.►k Email C&k14 Q. `SAe4K e.1 ,enXS.ro., Address PC). 0"I 413:) Telephone S. Owner(s) of Record (Name(s) as shown on deed, mailing address, phone and fax #): (U < l i34r�' vrdl Lfr r -L1 She) 1, -VT 05fb2 6. Project Summary a. Existing Uses on Property (including description and size of each separate use): 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com b. Proposed Uses on property (include description and size of each new use and existing uses to remain): rv.1s 4, ++� b���C (hGI�S /Y'T•1! [.vf��/ q� d=-v s��r t'/1C&S(,fr c. Building size (GFA) Existing Proposed d. Residential Units Existing Proposed e. Does this project require meeting Section 18.01, Inclusionary Zoning? ❑ Yes 2/No If yes to above, please indicate below the number of dwelling units that will be reserved in perpetuity for households in each income category. Please see 18.01(C) for the proportion that must be devoted to each income category and how to calculate fractional dwelling units. Affordable Units #s 80% of Median _ f. Qualifying open space (SF) Existing 7. Project Details. 100% of Median 120% of Median Proposed a. Completed Submission checklist ❑ b. Completed BES checklist & self -evaluation ❑ c. Supporting documents and narrative for certain circumstances (including but not limited to): i. Section 8.06, Special Standards; Section 8.07 Materials; Section 8.08 Open Space Standards; Section 8.09 Nonconformities ii. Article 10, Overlay Districts iii. Article 12, Surface Water Protection Standards iv. Article 13, Supplemental Requirements 8. Total area to be disturbed during construction (sq. ft.) * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 and Stormwater Management in Article 12 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. Traffic / Trip Generation. $ _ G $ s�UU 2 a. Land Use Code(s) Used, Independent Variables, Calculations b. P.M. Peak hour for entire property (In and ou 11. Estimated Project Completion Date. 12. Site Plan and Fee. A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Three (3) 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 submitting thg it plan qppIption in acgrdance ith 6>6 s13. List oIncludelstoch projbmitted . by number. 14. Notification of Adjoining Property Owners, Neighborhood Meeting. Notification of adjoining property owners is the responsibility of the applicant. After determining that all submission requirements have been met, the Administrative Officer will provide the applicant with a project description and sample certificate of service. The sworn certificate of service shall be returned to the City along with demonstration of having met all of the requirements of Section 14.05 of the Land Development Regulations. a. Proposed location of neighborhood meeting (if applicable): 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. J Dct d s h(41( Applicant's Signature Applicant's Printed Name Date -4v/ Plf-7-d she4 k s e l Pro erty Owner's Signature Property Owner's Printed Name Date Don t write below this line Date of Submission: � tf' Review Authority: ❑ Development Review Board Administrative Offer Action: I have reviewed this S '. Ian applica nand find it to be: 2"Complete ❑ Incomplete Administrative Officer bate 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. Dimensions us' �..14 —i 14a4 4r 1047— L I © H T I N G Features Patent -pending base mount design for super sturdy installation Durable construction and vandal -resistant polycarbonate lens 3 configurations to provide 360°, 270°, 180° or 90° lighting pattern Precision -engineered optics deliver maximum downward lighting w/o glare Four leveling screws provided for easy installation 100,000-hour LED lifespan ................ Ordering Matrix) i 1 I Family Watts Color Temp Finish Type 12 = 12W = Cool = Bronze = 90' (12W), 270' (18W) , 360' (24W) lighting patterns 18 = 18W Y = Warm W = White 180 = 180' lighting pattern (12W) 24 = 24W N = Neutral Need help? Tech help line: 888 RAB-1000 Email: sales@rabweb.com Website: www.rabweb.com Page 3 of 3 Copyright @ 2014 RAS Lighting Inc. All Rights Reserved Note: Specifications are subject to change at any time without notice May 6, 2016 David Shenk Black Bay Ventures VIII, LLC 226 Ridgefield Rd Shelburne, VT 05482 RE: 135 Hinesburg Rd — Design Review Application Mr. Ray Belair Zoning Administrator South Burlington Planning & Zoning 575 Dorset St. South Burlington, VT 05403 Dear Ray, Please accept this letter as a review of the proposed changes to the site plan located at 135 Hinesburg Road (505 511 Market Street). The items that were changed were: • AREA 1: Add GMP pad mounted transformer. Added four (4) taxus media Densiformis along sides of transformer for additional shielding • AREA 2: Add Fairpoint pedestal to provide service to building • AREA 3: Deleted pole mounted exterior fixtures, and replaced with 8 bollard lights. Please see attached revised site lighting drawings. Thank you for your conside ation, do not hesitate to contact me if any questions. David nk — BBV VIII, LLC ray From: Craig Lambert Sent: Monday, May 09, 2016 6:47 AM To: ray Subject: RE: PDF of landscape drawings Those changes are fine. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bert(cDsburl.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: ray Sent: Friday, May 06, 2016 1:05 PM To: Craig Lambert <clambert@sburl.com> Subject: FW: PDF of landscape drawings Craig, Attached is a plan sowing minor changes to the previously approved landscaping plan, see description of change below. Let me know if you are OK with this. Thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainabilitv.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be.inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email Thank you for your cooperation. From: dshenk@shenkenterprises.com [_mailto:dshenk@shenkenterprises.com] Sent: Friday, May 06, 2016 1:00 PM To: ray <ray@sburl.com> Cc: clogan@shenkenterprises.com Subject: PDF of landscape drawings 1 Hi Ray, Here is a PDF of the revised landscaping drawing. The only thing that has changed is adding 4 Taxus media Densiformus around the center parking island. There are 2 new ones to the left and 2 new ones to the right. This is for info for you to pass along to the city arborist. No other changes are proposed. Thanks, David David Shenk Shenk Enterprises, LLC P.O. Box 4132 Burlington, VT 05406 (cell) 802-238-0166 (fax) 802-497-3195 o O southburlingion PLANNING & ZONING Permit Number SP- J (otiice use only) APPLICATION FOR SITE PLAN REVIEW E✓ 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. I. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Blackbay Ventures VIII, LLC - 226 Ridgefield Road, Shelburne, VT 05482 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): V:1192 PGA5-47 3. APPLICANT (Name, mailing address, phone and fax #): Same as owner of Record. 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): David Shenk, P.O. Box 4132, Burlington, VT 05406 P:238-0166 FA97-3195 4a. CONTACT EMAIL ADDRESS:: dshenk@shenkenterprises.com 5. PROJECT STREET ADDRESS: 135 Hinesburg Rd. South Burlington VT 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0860-00135 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): The proposed site plan has been revised to match the approved Architectural renderings. b. Existing Uses on Property (including description and size of each separate use): The existing property contained a single family residence that has now been demolished. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): The proposed development will consist of four buildings that will contain three residential units in each building. Each unit is proposed to have a footprint of 650 s.f. No change proposed d. Total building square footage on property (proposed buildings and existing buildings to remain): No change is proposed to the total building square footage on property. Previously permited s.f. = 8,830 s.f. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Pre -construction existing grade to mid roof line = 32' average. Each unit will be 2 stories with basements. No change proposed f. Number of residential units (if applicable, new units and existing units to remain): 12 Proposed Residential Units No change proposed g. Number of employees (existing and proposed, note office versus non -office employees): N/A No change p h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Design District 3 Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE Total Parcel Size: 33,228.8 Sq. Ft. a. Building: Existing 5.6 % / 1,869.3 sq ft. Proposed 26.5 % / 8,830.3 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 7,7 % / 2,582.2 sq. ft. Proposed 72.7 % / 24,171.8 sq. ft. C. Front yard (along each street) Existing no chant% / Proposed no chant% / d. Total area to be disturbed during construction (sq. ft.) no change sq. ft. sq. ft. * 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): $ 1,742,400.00 b. Landscaping: $ 26,475.00 C. Other site improvements (please list with cost): No changes proposed 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 22.11 (Based on IT Manual 9th Edition 11. PEAK HOURS OF OPERATION: N/A Residential Use 12. PEAK DAYS OF OPERATION: Residential Use - weekends 13. ESTIMATED PROJECT COMPLETION DATE: Spring of 2015 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 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 submitting the site lan application in accorda e with the city's fee schedule. I I �� J' I'�r'!y� A"', �,W -r�7` Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x r77'-'), 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. 1 hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SI TURE OF APPLICANT OF PROPERTY OWNER Do not write below this line PRINT NAME 1 DATE OF SUBMISSION: REVIEW AUTHORITY: 0 Development Review Board j3Administrative Officer L'J I have reviewed this site plan application and find it to be: FiComplete I co plete strative Officer 1l� 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. Site Plan Application Form. Rev. 12-2011 LEGEND EXISTING CONTOUR APPROXIMATE PROPERTY LINE - - - APPROXIMATE SETBACK LINE I - -SS- GRAVITY SEWER LINE / n/f / - -FM- FORCE MAIN / n/f CHASTENAY ESTATES, INC. - / SO. BURLINGTON / #113 / - W - WATER LINE CITY CENTER, INC. - -0E- OVERHEAD ELECTRIC �1 J / \OF\ , - -ST- STORM DRAINAGE LINE ® SEWER MANHOLE- ® STORM MANHOLE _ - J + U HYDRANT z/ VERIFY FINAL PROJECT TO INCLUDE INSTALLA77ON OF ® SHUT-OFF PATH OCATIOHOFPE TON SUBBASE FOR FUTURE MULTWSE PATH wi cITYOFsourHeuRL,�iGroN n POWER POLE PRIOR TO CONSTRUCTION M RECREATIONAL PATH. COORDINATE WITH CITY OF SOUTH BURLINGTON. GUY WIRE MAINTAINi'SEPARATIONBETWEEN MARKET $fTREET El U CATCH BASIN EDGE OF STEPS AND AND THE l DECIDUOUS TREE SUBBASE FOR THE FUTURE RECREATIONAL PATH (TiI CONIFEROUS TREE - iYWY' EDGE OF BRUSH/WOODS A / PROVIDE CONCRETE WALKWAY ® 2DRIP EDGE PER DETAIL - DRAINAGE SWALE �TOFUTURE MULT7-USE PATH 511 E-911 STREET ADDRESS 20- /' - - - - - - 11� - - J ) PROJECT BENCHMARK - - i its` I PROPOSED 12.0 I PROPOSED I I 12.01 PROPOSED j I J 20.0 10. 1 2 STORY I MIN. 1 2 STORY 1 1 4 0 1 2 STORY I MIN. 2 STORY 1 I 3 UNIT BUILDING 3 UNIT BUILDING SIVANT BUILDOW13 3 '[IN? BUILDING I FF-324.7 I I FF-32&2 I I FF-326.71 1 FF-3262 I 1 MAIL BpX I ® I 1 I ® I I® 1 611 j n/f I _ SO. BURLINGTON 4& by 39.7 SETBACK 20.0 EASEME FOR RECFWAYX PATH CITY CENTER, INC &lam[J . RACKTBLACKBAY JB*1 1 / I40" BLACKBAY ® a (UYENTURES VIII, LLC VENTURES VIII, LLC SN GE i ® ® ® In ENCLOSURE i CENTRAL D TRICT 3_ CENTRAL STRICT 3 - - rF xRESIDENTIAL 4 NEW RETAINING WALL RE IDENTIAL 4 EXISTING NEWB'HIGHCURBGARAGE EXISTINGPROPER7YUNETOBE DISSOLVED NEW g HIGHn/f art TEMPORARY BENCHMARK TOP OF MONUMENT X ELEV.=317.91 / I I I / I - / n/f PARKER / f I n/f n/f #4 DICT MCORE CHAUSSE 0 #8 #6 I I / GENERAL NOTES 1 Utilities shown don t r t tit t 1 o pu po con1s u e or Iepresen a utl It1es ocated upon 10. The tolerance for finish grades for all pavement, walkways and lawn areas shall I or adjacent to the surveyed premises. Existing utility locations are approximate only. be 0.1 feet. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to 11. Any dewatering necessary for the completion of the sitework shall be considered any construction, as part of the contract and shall be the Contractors responsibility. 2. All existing utilities not incorporated into the final design shall be removed or 12. The Contractor shall coordinate all work within Town Road R.O.W. with Town - - - abandoned as indicated on the plans or directed by the Engineer, authorities. 3. The Contractor shall maintain as -built plans (with ties) for all underground 13. The Contractor shall install the electrical, cable and telephone services in utilities. Those plans shall be submitted to the Owner at the completion of the accordance with the utility companies requirements. - project. 14. Existing pavement and tree stumps to be removed shall be disposed of at an 4The Contractor shall repair/restore all disturbed areas (on or off the site) as a approved off -site location. All pavement cuts shall be made with a pavement saw. direct or indirect result of the construction. 15. If there are any conflicts or inconsistencies with the plans or specifications, the 5. All grossed areas shall be maintained until full vegetation is established. Contractor shall contact the Engineer for verification before work continues on the item in question. 6. Maintain all trees outside of construction limits. 16. Property line information based on Plat prepared by Civil Engineering Associates 7. The Contractor shall be responsible for all work necessary for complete and entitled "Black Bay Ventures VIII LLC and South Burlington City Center, Inc. (Draft) _ operable facilities and utilities. dated February 2, 2014 revised February 21. 2014. This plan is not a boundary survey and is not intended to be used as one. 8. The Contractor shall submit shop drawings for all items and materials incorporated into the site work. Work shall not begin on any item until shop drawing 17. If the building is to be sprinklered, backflow prevention shall be provided in approval is granted. accordance with AWWA M14. The Site Contractor shall construct the water line to two feet above the finished floor. See mechanical plans for riser detail. 9. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards. n/f CARPENTER #2 WOOD STOCKADE FENCE BOLTON #139 EXISTIN HOUS I I EXISTIN n/f HOUSE LAHUE # 145 IBY STREET - - - - - - GRAPHIC SCALE a ( IN Meer ) I IDeh = 20 ft. X Z co zi C ^X G) -OE- O D / v / X R / I / I n/f 641 ROCKWOOD #118 I I I I i n/f POULIN #126 I c I n/f I BELL MANAGEMENT, LLC #132 I I I n/f SPOONER #138 � � � II ZONING REQW IEMENTS: - - -ZONING DISTRICT: CENTRAL DISTRICT 3 n/f ROMAN CATHOLIC DIOCESE CHURCH #142 CATEGORY REQUIRED EXISTING* PROPOSED COVERAGE 50% 80% 5.6% 7.7% 26.5% 72.7% BUILDING TOTAL SETBACK 50 0-80 5' 5' ±11.7 ±9.9 -300.0 1 ±30.7 ±39.7 ± 1.0 ±20.0 ±51.4' FRONT YARD FRONT YARD $IDEYARD SIDEYARD BUILDING HEIGHT 35 32 ADV. PROPOSED PRIMARY F.A.R. RATIO 0.5 1 15600133229 = ±.47* -II RATIO INCLUDES ONLY FINISHED AREA SITE ENGINEER: C GVIL ENGINIEMNG ASSOCIATES INC. lOUV4FlDYEWI4NE SOUrNeUluII(ITM yr ODrOS 111024e4EW FAX' a02s6s wRG WW1rwlN.OWe urovxRlGer 0 MB - Au, eceTs usovm DRARN MAB Sc®c® AV SAPPRovm AV OWNER: BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 LOCATION MAP NST DAM CHECRRD RRPIRION 1/01/14 CX REVISED PER DRB COMMENTS as REv.. PER DPW COMMENTS !/01/14 SAV REVISED BUILDING FOOTPRINT !/15/14 - FINAL PUN SUBMITTAL 1/19/15 sAv REVISED PER DRB COMMENTS 5/w/15 PBs WW PERMIT SUBMITTAL 5/m/15 CJG n- DEC1.014 REVSIONS )/21/15 CJG UPDATE NONTT BUILDING ELE"'I'M T/24/15 CJG UPDATE BUILDING FOOTPRINT PROPOSED CONDITIONS SITE PLAN DAM DRANDIG NDMRRR MARCH 26, 2014 C1.1 1"=20' PR M. NO. 13247 CITY OF SOUTH BURLINGTON WARRANTY DEED OF EASEMENT KNOW ALL TO WHOM THESE PRESENTS COME: THAT SOUTH BURLINGTON CITY CENTER, LLC, a Vermont limited liability company with its principal place of business in the City of Burlington, in the County of Chittenden and the State of Vermont, Grantor, in the consideration of Ten and more Dollars ($10.00) paid to its full satisfaction by the CITY OF SOUTH BURLINGTON, a Vermont municipality in the County of Chittenden and State of Vermont, Grantee, does hereby give, grant, bargain, sell and convey unto Grantee, CITY OF SOUTH BURLINGTON, its successors and assigns, certain pieces of land and rights or easements located in the City of South Burlington, in the County of Chittenden and State of Vermont, and described as follows, viz: Being part of the same land and premises conveyed to SOUTH BURLINGTON CITY CENTER, LLC by Quit Claim Deed of Randall G. Munson d/b/a South Burlington Realty Company dated January 30, 2009 and recorded in Book 853 at Page 222 of the City of the South Burlington Land Records and being more particularly described as follows: Being Parcel 0450-0000 consisting of temporary and permanent easements on said land shown on Sheets 3, 5, 6, 7, 8, 9 and 10 of the plan entitled "S. Burlington — Market Street" Project number STP 5200 (17) (collectively, the "Right of Way Plan") as filed in Map Slides , on , 2015 in the City of South Burlington Land Records. In connection with this parcel the following easements are conveyed: A temporary easement during the period of construction to enter upon land of the Grantor for construction purposes, including the right to cut and dispose of all trees, down timber, stubs, brush, bushes, and debris, install erosion control barriers and barrier fence, as necessary and as noted on the project plans; and undertake general construction functions in an area of 9,654 square feet, more or less, left of and between approximate stations 106+85 and 115+56 of the established centerline of the Transportation Project as shown on the Right of Way Plan. Temporary easements during the period of construction to extend highway slopes and embankments: in an area of 5,129 square feet, more or less, left of and between approximate stations 106+83 and 110+71; in an area of 5,485 square feet, more or less, left of and between approximate stations 110+97 and 115+50; and in an area of 7,387 square feet, more or less, right of and between approximate stations 110+97 and 115+42; and in an area of 2,797 square feet, more or less, right of and between approximate stations 116+19 and 119+26; in an area of 5,993 square feet, more or less, left of and between approximate stations 116+29 and 121+38; and in an area of 164 square feet, more or less, right of and between approximate stations 121+69 and 121+92; and in an area of 5,659 square feet, more or less, left of and between approximate stations 121+70 and 127+30; and in an area of 5,043 square feet, more or less, right of and between approximate stations 122+47 and 127+10; all stations are of the established centerline of the Transportation Project, as shown on the Right of Way plan. The slopes and embankments may be extended at such an angle as will hold the material of said slopes in repose against ordinary erosion in accordance with the standard practice of Transportation construction. The City of South Burlington shall have the right to remove all trees, logs, stumps, protruding roots, brush, duff, and other objectionable materials, structures, growth, and any other thing of whatever kind or nature from said slope area. A permanent easement in an area of 198 square feet, more or less, and located left of and between approximate stations 107+08 and 107+25 of the established centerline of the Transportation Project, to install , construct, reconstruct, operate, repair, maintain, replace, patrol and remove overhead or underground cable, lines, conduits, poles, guys, anchors, braces, fixtures, and appurtenances thereto, hereinafter referred to as facilities, as necessary for the transmission of power and telecommunications under, upon, or across land of the Grantor. This easement also includes the perpetual right to cut, trim, and remove all trees, shrubs, bushes, underbrush, and other items, as determined necessary by the City of South Burlington, for the safe and efficient operation and maintenance of the facilities. The Grantor, its successors and assigns, will not, without the prior written permission of the City of South Burlington, erect or permit the erection of any building or any other structure; plant or permit the growth of any trees or bushes; change the grade or permit the change of grade, or fill or excavate within this easement area which will adversely affect the maintenance and operation by the City of South Burlington, its successors and assigns. The easement width may vary but will not exceed a width of thirty feet. A temporary easement to enter upon land of the Grantor during the period of construction to remove and reset a sign located at or near and left of approximate station 110+53 of the established centerline of the Transportation Project as shown on the Right of Way Plan. A temporary easement to enter upon land of the Grantor, during the period of construction, to reconstruct a drive, left of and between approximate stations 110+61 and 111+02 of the established centerline of the Transportation Project as shown on the Right of Way Plan. A temporary easement to enter upon land of the Grantor, during the period of construction, to temporarily install a sign at or near and left of approximate station 110+69 of the established centerline of the Transportation Project as shown on the Right of Way Plan. A temporary easement to enter upon land of the Grantor, during the period of construction, to reconstruct a drive right of and between approximate stations 110+69 and 110+98 of the established centerline of the Transportation Project as shown on the Right of Way Plan. A permanent easement in an area of 160 square feet, more or less, and located right of and between approximate stations 110+96 and 111+16 of the established centerline of the Transportation Project, to install , construct, reconstruct, operate, repair, maintain, replace, patrol and remove overhead or underground cable, lines, conduits, poles, guys, anchors, braces, fixtures, and appurtenances thereto, hereinafter referred to as facilities, as necessary for the transmission of power and telecommunications under, upon, or across land of the Grantor. This easement also includes the perpetual right to cut, trim, and remove all trees, shrubs, bushes, underbrush, and other items, as determined necessary by the City of South Burlington, for the safe and efficient operation and maintenance of the facilities. The Grantor, its successors and assigns, will not, without the prior written permission of the City of South Burlington, erect or permit the erection of any building or any other structure; plant or permit the growth of any trees or bushes; change the grade or permit the change of grade, or fill or excavate within this easement area which will adversely affect the maintenance and operation by the City of South Burlington, its successors and assigns. The easement width may vary but will not exceed a width of thirty feet. A temporary easement during the period of construction to enter upon land of the Grantor, for construction purposes, including the right to cut and dispose of all trees, down timber, stubs, brush, bushes, and debris, install erosion control barriers and barrier fence, as necessary and as noted on the project plans; and undertake general construction functions in an area of 4,864 square feet, more or less, right of and between approximate stations 110+97 and 115+51 of the established centerline of the Transportation Project as shown on the Right of Way Plan. 2 A temporary easement to enter upon land of the Grantor, during the period of construction, to temporarily install a sign at or near and right of approximate station 111+01 of the established centerline of the Transportation Project as shown on the Right of Way Plan. A permanent easement in an area of 101 square feet, more or less, and located left of and between approximate stations 111+09 and 111+19 of the revised centerline of the Transportation Project, to install , construct, reconstruct, operate, repair, maintain, replace, patrol and remove overhead or underground cable, lines, conduits, poles, guys, anchors, braces, fixtures, and appurtenances thereto, hereinafter referred to as facilities, as necessary for the transmission of power and telecommunications under, upon, or across land of the Grantor. This easement also includes a temporary easement during the period of construction to install barrier fence as well as the perpetual right to cut, trim, and remove all trees, shrubs, bushes, underbrush, and other items, as determined necessary by the City of South Burlington, for the safe and efficient operation and maintenance of the facilities. The Grantor, its successors and assigns, will not, without the prior written permission of the City of South Burlington, erect or permit the erection of any building or any other structure; plant or permit the growth of any trees or bushes; change the grade or permit the change of grade, or fill or excavate within this easement area which will adversely affect the maintenance and operation by the City of South Burlington, its successors and assigns. The easement width may vary but will not exceed a width of thirty feet. A temporary easement to enter upon land of the Grantor during the period of construction to remove an 18 inch pipe located at or near and left of approximate station 115+05 of the established centerline of the Highway Project as shown on the Right of Way Plan. A temporary easement to enter upon land of the Grantor during the period of construction to remove a catch basin located at or near and left of approximate station 115+05 of the established centerline of the Highway Project as shown on the Right of Way Plan. A temporary easement during the period of construction to enter upon land of the Grantor, for construction purposes, including the right to cut and dispose of all trees, down timber, stubs, brush, bushes, and debris, install erosion control barriers and barrier fence, as necessary and as noted on the project plans; and undertake general construction functions in an area of 3,125 square feet, more or less, right of and between approximate stations 116+11 and 119+25 of the established centerline of the Transportation Project as shown on the Right of Way Plan. A temporary easement during the period of construction to enter upon land of the Grantor, for construction purposes, including the right to cut and dispose of all trees, down timber, stubs, brush, bushes, and debris, install erosion control barriers and barrier fence, as necessary and as noted on the project plans; and undertake general construction functions in an area of 5,154 square feet, more or less, left of and between approximate stations 116+19 and 121+38 of the established centerline of the Transportation Project as shown on the Right of Way Plan. A permanent easement to enter upon the land of Grantor, in an area of 1.36 acres, more or less, right of and between approximate stations 118+99 and 121+58 of the established centerline of the Transportation Project as shown on the Right of Way Plan to install, construct and maintain: (a) a storm water detention basin and associated drainage infrastructure and the right to discharge water through said storm water detention basin and associated drainage infrastructure onto the land of Grantor, and 3 (b) a recreation area for public use, including a pedestrian and bicycle recreation path. Grantee shall have the right to construct, reconstruct, repair, maintain, replace, patrol, level, fill, and drain said recreation area and recreation path, including all necessary bridges, culvert, cuts and ramps, and to install landscaping, including trees, shrubs, flowers, mulch, stones, walls, benches, boardwalks and other related landscaping features and materials. The foregoing is conveyed subject to the condition that no motorized vehicles, including but not limited to motorcycles, trail bikes, and snowmobiles, shall be allowed except motorized vehicles of the Grantee, or its agents, for purposes of maintenance or patrolling the area. Grantee agrees, for itself and its successors that it will indemnify and hold harmless, to the full limits of liability insurance that it customarily maintains, for any injury or damage resulting from the public use of the area not attributable to acts of the Grantor. Grantee, by the recording of this easement, acknowledges that it has been donated to the City, at no cost to the City, with the intent that Grantor shall receive the full benefit and protection of 19 V.S.A. §2309. A permanent easement to enter upon the land of Grantor to install, construct and maintain a storm water detention basin and associated drainage infrastructure, in an area of 20,452 square feet, more or less, right of and between approximate stations 121+37 and 122+80 of the established centerline of the Transportation Project as shown on the Right of Way Plan and the right to discharge water through said storm water detention basin and associated drainage infrastructure onto the land of Grantor. A temporary easement during the period of construction to enter upon land of the Grantor, for construction purposes, including the right to cut and dispose of all trees, down timber, stubs, brush, bushes, and debris, install erosion control barriers and barrier fence, as necessary and as noted on the project plans; and undertake general construction functions in an area of 444 square feet, more or less, right of and between approximate stations 121+63 and 121+93 of the established centerline of the Transportation Project as shown on the Right of Way Plan. A temporary easement to enter upon land of the Grantor during the period of construction to remove a pipe located at or near and right of approximate station 121+45 of the established centerline of the Transportation Project as shown on the Right of Way Plan. A temporary easement to enter upon land of the Grantor during the period of construction to remove a pipe located at or near and right of approximate station 121+83 of the established centerline of the Transportation Project as shown on the Right of Way Plan. A temporary easement during the period of construction to enter upon land of the Grantor, for construction purposes, including the right to cut and dispose of all trees, down timber, stubs, brush, bushes, and debris, install erosion control barriers and barrier fence, as necessary and as noted on the project plans; and undertake general construction functions in an area of 5,213 square feet, more or less, left of and between approximate stations 121+70 and 127+30 of the established centerline of the Transportation Project as shown on the Right of Way Plan. A temporary easement during the period of construction to enter upon land of the Grantor, for construction purposes, including the right to cut and dispose of all trees, down timber, stubs, brush, bushes, and debris, install erosion control barriers and barrier fence, as necessary and as noted on the project plans; and undertake general construction functions in an area of 5,240 square feet, more or less, right of and between approximate stations 122+44 and 127+10 of the established centerline of the Transportation Project as shown on the Right of Way Plan. M A permanent easement in an area of 150 square feet, more or less, and located left of and between approximate stations 124+49 and 124+64 of the established centerline of the Transportation Project, to install , construct, reconstruct, operate, repair, maintain, replace, patrol and remove overhead or underground cable, lines, conduits, poles, guys, anchors, braces, fixtures, and appurtenances thereto, hereinafter referred to as facilities, as necessary for the transmission of power and telecommunications under, upon, or across land of the Grantor. This easement also includes the perpetual right to cut, trim, and remove all trees, shrubs, bushes, underbrush, and other items, as determined necessary by the City of South Burlington, for the safe and efficient operation and maintenance of the facilities. The Grantor, its successors and assigns, will not, without the prior written permission of the City of South Burlington, erect or permit the erection of any building or any other structure; plant or permit the growth of any trees or bushes; change the grade or permit the change of grade, or fill or excavate within this easement area which will adversely affect the maintenance and operation by the City of South Burlington, its successors and assigns. The easement width may vary but will not exceed a width of thirty feet. THE GRANTOR, having been fttlly informed of its right to receive just compensation for the acquisition of its property, hereby acknowledges, waives and releases the City of South Burlington from the Grantor's right to receive just compensation determined by an appraisal as well as the City of South Burlington's obligation (if applicable) to perform and provide an appraisal. TO HAVE AND TO HOLD said granted premises, with all the privileges and appurtenances thereof, to the said Grantee, the City of South Burlington its successors and assigns, to its own use and behoof forever; and said Grantor South Burlington City Center, LLC, for itself and its successors and assigns, that until the ensealing of these presents, it is well seized of the premises, as a good indefeasible estate in fee simple, and has good right to grant and convey the same in manner and form as written above and that the same are free from every encumbrance. AND FURTHERMORE, Grantor South Burlington City Center, LLC, does by these presents bind itself and its successors and assigns, forever, to WARRANT and DEFEND the above premises to said Grantee City of South Burlington, its successors and assigns against all claims and demands whatsoever. IN WITNESS WHEREOF, I/we hereunto set my/our hand(s) this of , STATE OF VERMONT Chittenden County, ss. day SOUTH BURLINGTON CITY CENTER, LLC LIN Its Duly Authorized Agent At , this day of 5 personally appeared, , Duly Authorized Agent of SOUTH BURLINGTON CITY CENTER, LLC and acknowledged this instrument, by him/her subscribed to be his/her free act and deed and the free act and deed of SOUTH BURLINGTON CITY CENTER, LLC. Before me, Notary Public m CITY OF SOUTH BURLINGTON WARRANTY DEED OF EASEMENT KNOW ALL TO WHOM THESE PRESENTS COME: THAT SOUTH BURLINGTON CITY CENTER, LLC, a Vermont limited liability company with its principal place of business in the City of Burlington, in the County of Chittenden and the State of Vermont, Grantor, in the consideration of Ten and more Dollars ($10.00) paid to its full satisfaction by the CITY OF SOUTH BURLINGTON, a Vermont municipality in the County of Chittenden and State of Vermont, Grantee, does hereby give, grant, bargain, sell and convey unto Grantee, CITY OF SOUTH BURLINGTON, its successors and assigns, certain pieces of land and rights or easements located in the City of South Burlington, in the County of Chittenden and State of Vermont, and described as follows, viz: Being part of the same land and premises conveyed to SOUTH BURLINGTON CITY CENTER, LLC by Quit Claim Deed of Randall G. Munson d/b/a South Burlington Realty Company dated January 30, 2009 and recorded in Book 853 at Page 222 of the City of the South Burlington Land Records and being more particularly described as follows: Being Parcel 0450-0000 consisting of temporary and permanent easements on said land shown on Sheets 3, 5, 6, 7, 8, 9 and 10 of the plan entitled "S. Burlington — Market Street" Project number STP 5200 (17) (collectively, the "Right of Way Plan") as filed in Map Slides , on , 2015 in the City of South Burlington Land Records. In connection with this parcel the following easements are conveyed: A temporary easement during the period of construction to enter upon land of the Grantor for construction purposes, including the right to cut and dispose of all trees, down timber, stubs, brush, bushes, and debris, install erosion control barriers and barrier fence, as necessary and as noted on the project plans; and undertake general construction functions in an area of 9,654 square feet, more or less, left of and between approximate stations 106+85 and 115+56 of the established centerline of the Transportation Project as shown on the Right of Way Plan. Temporary easements during the period of construction to extend highway slopes and embankments: in an area of 5,129 square feet, more or less, left of and between approximate stations 106+83 and 110+71; in an area of 5,485 square feet, more or less, left of and between approximate stations 110+97 and 115+50; and in an area of 7,387 square feet, more or less, right of and between approximate stations 110+97 and 115+42; and in an area of 2,797 square feet, more or less, right of and between approximate stations 116+19 and 119+26; in an area of 5,993 square feet, more or less, left of and between approximate stations 116+29 and 121+38; and in an area of 164 square feet, more or less, right of and between approximate stations 121+69 and 121+92; and in an area of 5,659 square feet, more or less, left of and between approximate stations 121+70 and 127+30; and in an area of 5,043 square feet, more or less, right of and between approximate stations 122+47 and 127+10; all stations are of the established centerline of the Transportation Project, as shown on the Right of Way plan. The slopes and embankments may be extended at such an angle as will hold the material of said slopes in repose against ordinary erosion in accordance with the standard practice of Transportation construction. The City of South Burlington shall have the right to remove all trees, logs, stumps, protruding roots, brush, duff, and other objectionable materials, structures, growth, and any other thing of whatever kind or nature from said slope area. A permanent easement in an area of 198 square feet, more or less, and located left of and between approximate stations 107+08 and 107+25 of the established centerline of the Transportation Project, to install , construct, reconstruct, operate, repair, maintain, replace, patrol and remove overhead or underground cable, lines, conduits, poles, guys, anchors, braces, fixtures, and appurtenances thereto, hereinafter referred to as facilities, as necessary for the transmission of power and telecommunications under, upon, or across land of the Grantor. This easement also includes the perpetual right to cut, trim, and remove all trees, shrubs, bushes, underbrush, and other items, as determined necessary by the City of South Burlington, for the safe and efficient operation and maintenance of the facilities. The Grantor, its successors and assigns, will not, without the prior written permission of the City of South Burlington, erect or permit the erection of any building or any other structure; plant or permit the growth of any trees or bushes; change the grade or permit the change of grade, or fill or excavate within this easement area which will adversely affect the maintenance and operation by the City of South Burlington, its successors and assigns. The easement width may vary but will not exceed a width of thirty feet. A temporary easement to enter upon land of the Grantor during the period of construction to remove and reset a sign located at or near and left of approximate station 110+53 of the established centerline of the Transportation Project as shown on the Right of Way Plan. A temporary easement to enter upon land of the Grantor, during the period of construction, to reconstruct a drive, left of and between approximate stations 110+61 and 111+02 of the established centerline of the Transportation Project as shown on the Right of Way Plan. A temporary easement to enter upon land of the Grantor, during the period of construction, to temporarily install a sign at or near and left of approximate station 110+69 of the established centerline of the Transportation Project as shown on the Right of Way Plan. A temporary easement to enter upon land of the Grantor, during the period of construction, to reconstruct a drive right of and between approximate stations 110+69 and 110+98 of the established centerline of the Transportation Project as shown on the Right of Way Plan. A permanent easement in an area of 160 square feet, more or less, and located right of and between approximate stations 110+96 and 111+16 of the established centerline of the Transportation Project, to install , construct, reconstruct, operate, repair, maintain, replace, patrol and remove overhead or underground cable, lines, conduits, poles, guys, anchors, braces, fixtures, and appurtenances thereto, hereinafter referred to as facilities, as necessary for the transmission of power and telecommunications under, upon, or across land of the Grantor. This easement also includes the perpetual right to cut, trim, and remove all trees, shrubs, bushes, underbrush, and other items, as determined necessary by the City of South Burlington, for the safe and efficient operation and maintenance of the facilities. The Grantor, its successors and assigns, will not, without the prior written permission of the City of South Burlington, erect or permit the erection of any building or any other structure; plant or permit the growth of any trees or bushes; change the grade or permit the change of grade, or fill or excavate within this easement area which will adversely affect the maintenance and operation by the City of South Burlington, its successors and assigns. The easement width may vary but will not exceed a width of thirty feet. A temporary easement during the period of construction to enter upon land of the Grantor, for construction purposes, including the right to cut and dispose of all trees, down timber, stubs, brush, bushes, and debris, install erosion control barriers and barrier fence, as necessary and as noted on the project plans; and undertake general construction functions in an area of 4,864 square feet, more or less, right of and between approximate stations 110+97 and 115+51 of the established centerline of the Transportation Project as shown on the Right of Way Plan. 2 A temporary easement to enter upon land of the Grantor, during the period of construction, to temporarily install a sign at or near and right of approximate station 111+01 of the established centerline of the Transportation Project as shown on the Right of Way Plan. A permanent easement in an area of 101 square feet, more or less, and located left of and between approximate stations 111+09 and 111+19 of the revised centerline of the Transportation Project, to install , construct, reconstruct, operate, repair, maintain, replace, patrol and remove overhead or underground cable, lines, conduits, poles, guys, anchors, braces, fixtures, and appurtenances thereto, hereinafter referred to as facilities, as necessary for the transmission of power and telecommunications under, upon, or across land of the Grantor. This easement also includes a temporary easement during the period of construction to install barrier fence as well as the perpetual right to cut, trim, and remove all trees, shrubs, bushes, underbrush, and other items, as determined necessary by the City of South Burlington, for the safe and efficient operation and maintenance of the facilities. The Grantor, its successors and assigns, will not, without the prior written permission of the City of South Burlington, erect or permit the erection of any building or any other structure; plant or permit the growth of any trees or bushes; change the grade or permit the change of grade, or fill or excavate within this easement area which will adversely affect the maintenance and operation by the City of South Burlington, its successors and assigns. The easement width may vary but will not exceed a width of thirty feet. A temporary easement to enter upon land of the Grantor during the period of construction to remove an 18 inch pipe located at or near and left of approximate station 115+05 of the established centerline of the Highway Project as shown on the Right of Way Plan. A temporary easement to enter upon land of the Grantor during the period of construction to remove a catch basin located at or near and left of approximate station 115+05 of the established centerline of the Highway Project as shown on the Right of Way Plan. A temporary easement during the period of construction to enter upon land of the Grantor, for construction purposes, including the right to cut and dispose of all trees, down timber, stubs, brush, bushes, and debris, install erosion control barriers and barrier fence, as necessary and as noted on the project plans; and undertake general construction functions in an area of 3,125 square feet, more or less, right of and between approximate stations 116+11 and 119+25 of the established centerline of the Transportation Project as shown on the Right of Way Plan. A temporary easement during the period of construction to enter upon land of the Grantor, for construction purposes, including the right to cut and dispose of all trees, down timber, stubs, brush, bushes, and debris, install erosion control barriers and barrier fence, as necessary and as noted on the project plans; and undertake general construction functions in an area of 5,154 square feet, more or less, left of and between approximate stations 116+19 and 121+38 of the established centerline of the Transportation Project as shown on the Right of Way Plan. A permanent easement to enter upon the land of Grantor, in an area of 1.36 acres, more or less, right of and between approximate stations 118+99 and 121+58 of the established centerline of the Transportation Project as shown on the Right of Way Plan to install, construct and maintain: (a) a storm water detention basin and associated drainage infrastructure and the right to discharge water through said storm water detention basin and associated drainage infrastructure onto the land of Grantor, and 3 (b) a recreation area for public use, including a pedestrian and bicycle recreation path. Grantee shall have the right to construct, reconstruct, repair, maintain, replace, patrol, level, fill, and drain said recreation area and recreation path, including all necessary bridges, culvert, cuts and ramps, and to install landscaping, including trees, shrubs, flowers, mulch, stones, walls, benches, boardwalks and other related landscaping features and materials. The foregoing is conveyed subject to the condition that no motorized vehicles, including but not limited to motorcycles, trail bikes, and snowmobiles, shall be allowed except motorized vehicles of the Grantee, or its agents, for purposes of maintenance or patrolling the area. Grantee agrees, for itself and its successors that it will indemnify and hold harmless, to the full limits of liability insurance that it customarily maintains, for any injury or damage resulting from the public use of the area not attributable to acts of the Grantor. Grantee, by the recording of this easement, acknowledges that it has been donated to the City, at no cost to the City, with the intent that Grantor shall receive the full benefit and protection of 19 V.S.A. §2309. A permanent easement to enter upon the land of Grantor to install, construct and maintain a storm water detention basin and associated drainage infrastructure, in an area of 20,452 square feet, more or less, right of and between approximate stations 121+37 and 122+80 of the established centerline of the Transportation Project as shown on the Right of Way Plan and the right to discharge water through said storm water detention basin and associated drainage infrastructure onto the land of Grantor. A temporary easement during the period of construction to enter upon land of the Grantor, for construction purposes, including the right to cut and dispose of all trees, down timber, stubs, brush, bushes, and debris, install erosion control barriers and barrier fence, as necessary and as noted on the project plans; and undertake general construction functions in an area of 444 square feet, more or less, right of and between approximate stations 121+63 and 121+93 of the established centerline of the Transportation Project as shown on the Right of Way Plan. A temporary easement to enter upon land of the Grantor during the period of construction to remove a pipe located at or near and right of approximate station 121+45 of the established centerline of the Transportation Project as shown on the Right of Way Plan. A temporary easement to enter upon land of the Grantor during the period of construction to remove a pipe located at or near and right of approximate station 121+83 of the established centerline of the Transportation Project as shown on the Right of Way Plan. A temporary easement during the period of construction to enter upon land of the Grantor, for construction purposes, including the right to cut and dispose of all trees, down timber, stubs, brush, bushes, and debris, install erosion control barriers and barrier fence, as necessary and as noted on the project plans; and undertake general construction functions in an area of 5,213 square feet, more or less, left of and between approximate stations 121+70 and 127+30 of the established centerline of the Transportation Project as shown on the Right of Way Plan. A temporary easement during the period of construction to enter upon land of the Grantor, for construction purposes, including the right to cut and dispose of all trees, down timber, stubs, brush, bushes, and debris, install erosion control barriers and barrier fence, as necessary and as noted on the project plans; and undertake general construction functions in an area of 5,240 square feet, more or less, right of and between approximate stations 122+44 and 127+10 of the established centerline of the Transportation Project as shown on the Right of Way Plan. rd A permanent easement in an area of 150 square feet, more or less, and located left of and between approximate stations 124+49 and 124+64 of the established centerline of the Transportation Project, to install , construct, reconstruct, operate, repair, maintain, replace, patrol and remove overhead or underground cable, lines, conduits, poles, guys, anchors, braces, fixtures, and appurtenances thereto, hereinafter referred to as facilities, as necessary for the transmission of power and telecommunications under, upon, or across land of the Grantor. This easement also includes the perpetual right to cut, trim, and remove all trees, shrubs, bushes, underbrush, and other items, as determined necessary by the City of South Burlington, for the safe and efficient operation and maintenance of the facilities. The Grantor, its successors and assigns, will not, without the prior written permission of the City of South Burlington, erect or permit the erection of any building or any other structure; plant or permit the growth of any trees or bushes; change the grade or permit the change of grade, or fill or excavate within this easement area which will adversely affect the maintenance and operation by the City of South Burlington, its successors and assigns. The easement width may vary but will not exceed a width of thirty feet. THE GRANTOR, having been fully informed of its right to receive just compensation for the acquisition of its property, hereby acknowledges, waives and releases the City of South Burlington from the Grantor's right to receive just compensation determined by an appraisal as well as the City of South Burlington's obligation (if applicable) to perform and provide an appraisal. TO HAVE AND TO HOLD said granted premises, with all the privileges and appurtenances thereof, to the said Grantee, the City of South Burlington its successors and assigns, to its own use and behoof forever; and said Grantor South Burlington City Center, LLC, for itself and its successors and assigns, that until the ensealing of these presents, it is well seized of the premises, as a good indefeasible estate in fee simple, and has good right to grant and convey the same in manner and form as written above and that the same are free from every encumbrance. AND FURTHERMORE, Grantor South Burlington City Center, LLC, does by these presents bind itself and its successors and assigns, forever, to WARRANT and DEFEND the above premises to said Grantee City of South Burlington, its successors and assigns against all claims and demands whatsoever. IN WITNESS WHEREOF, Uwe hereunto set my/our hand(s) this of STATE OF VERMONT Chittenden County, ss. day SOUTH BURLINGTON CITY CENTER, LLC Its Duly Authorized Agent At , this day of 5 personally appeared, , Duly Authorized Agent of SOUTH BURLINGTON CITY CENTER, LLC and acknowledged this instrument, by him/her subscribed to be his/her free act and deed and the free act and deed of SOUTH BURLINGTON CITY CENTER, LLC. Before me, Notary Public on I Vermont Department of Taxes 133 State Street Montpelier, VT 05633-1401 Phone: (802) 828-5860 VT Form VERMONT PT-1 72 PROPERTY TRANSFER TAX RETURN A. SELLER'S (TRANSFEROR'S) INFORMATION SELLER #1 I For Town Use Only BLACK OUT ALL ID NUMBERS BELOW ON TOWN COPY ONLY Entity SELLER#1 Name Entity SELLER #1 Federal ID Number Individual SELLER #1 Last Name First Name Initial Individual SELLER #1 Social Security Number SELLER #1 Mailing Address Following Transfer �_ For Department Use Only Q State ZIP Code Foreign Country (if not United States) StLLtK 9Z. It more than two "L SELLER6, attach Form N 1-1 /1-5. Entity SELLER #2 Name Entity SELLER #2 Federal ID Number Individual SELLER #2 Last Name First Name Initial Individual SELLER #2 Social Security Number SELLER #2 Mailing Address Following Transfer For Department Use Only State I ZIP Code Foreign Country (if not United States) B. BUYER'S (TRANSFEREE'S) INFORMATION BUYER #1 ,,_,,Fntity BUYER #1 Name Entity BUYER #1 Federal ID Number Individual BUYER #1 Last Name First Name Initial Individual BUYER #1 Social Security Number BUYER #1 Mailing Address Following Transfer For Department Use Only city State ZIP Code Foreign Country (if not United States) tiUYtK R. It more than two 1 BUYERS, attach Form Entity BUYER #2 Name Entity BUYER #2 Federal to Number Individual BUYER #2 Last Name First Name Initial Individual BUYER #2 Social Security Number BUYER #2 Mailing Address Following Transfer For Department Use Only not ZIP ❑ I�II�IIII�IYII�91tl1!AI�N�I�MIfII Form PT-172, Page 1 of 4 Rev. 06/15 Buyer#1or Entity3,C[z. ru v&.l� ..I LF SSN or FID ..---------------..__ _ Property Location Date of Closing III III I I 11111111111111111 C. PROPERTY LOCATION Number and Street or Road Name ' . C Cjy or Town (7_)0 -t/. R cY.rVT D. DATE OF CLOSING E. I INTEREST IN PROPERTY - Write the number from the list f% nterest here � f "Int enter 0/O 1. Fee Simple 3. Undivided 1/2 Interest 5. Time -Share 7. Easement/Row Life Estate 4. Undivided % Interest 6. Lease 8. Other M M D D Y Y Y Y F. LAND SIZE (Acres or fraction thereof) G. SPECIAL a If sale was between family members, Check if development rights have G. from list below FACTORS enter number been conveyed 1 1. Husband/Wife 2. Parent/Child 3. GrandparenYGrandchild 4. Other FINANCING: Conventional/Bank DOwner Financing Other \ / H. TYPE OF BUILDING CONSTRUCTION AT THE TIME OF TRANSFER (Check all that apply) 1. ❑ None 5. [:]Farm Buildings 9. ❑ Store 2. ❑ Factory 6. ❑ Multi -Family with = Dwelling Units Transferred 10. ❑ Residential New Construction 3. ❑ Single Family Dwelling 7. ❑ Mobile Home 11. other �C« 4. ❑ Seasonal Dwelling 8. ❑ Condominium with ❑ Units Transferred �. SELLER'S USE OF PROPERTY 1. Primary Residence 4. Timberland 7. Commercial BEFORE TRANSFER 2. Open Land 5. Operating Farm 8. Industrial (Enter number from list) 3. Secondary Residence 6. Government Use 9. Other Check if property was rented BEFORE transfer J. BUYER'S USE OF PROPERTY 1. Primary Residence 4. Timberland 7. Commercial AFTER TRANSFER 2. Open Land 5. Operating Farm & industrial (Enter number from list) 3. Secondary Residence 6. Government Use 9. Other _ _-_ Check if property will be rented AFTER transfer Check if property was purchased by tenant Check if buyer holds title to any adjoining property K. AGRICULTURAUMANAGED FOREST LAND USE VALUE PROGRAM, 32 V.S.A. Chapter 124 1. Check if property being conveyed is subject to a land use change tax lien L. If transfer is exempt from Property Transfer Tax, cite exemption numberfrom instructions and 2. Check if new owner elects to continue enrollment of eligible property complete Sections M, N, and 0 below. M. TOTAL Price Paid N. Price paid for Personal Property 0. Price paid for Real Property F_ 1• State type of Personal Property-_ _ If price paid for Real Property is less than fair market value, please explain%. cl�Al61Wvyt11_ YI c2�y, %1_x1� _. i!S it f - P.Value of purchaser's principal residence Q. For transfers prior to July 1, 2011, fair market value of p R. For transfers prior to July 1, 2011, fair market value included in Line 0 for special tax rate property enrolled in current use program included in of qualified working farm included in Line 0 for (See instructions) ----� Line 0 for special tax rate special tax rate S. PROPERTY TRANSFER TAX DUE from rate schedule on page 3 of this form. COMPLETE RATE SCHEDULE FORALL TRANSFERS. Q .00 Make checks payable to VERMONT DEPARTMENT OF TAXES T. DATE SELLER ACQUIRED U. IF A VERMONT LAND GAINS TAX RETURN IS NOT BEING FILED, cite exemption(s) from instructions on page 4 U1 2-C) zC)(I . �� MM DD Y Y YY For'f'own Use Only Form PT-172, Page 2 of 4 Rev. 06/15 Ji Buyer#1 or Entity Datk ice_____,__._ SSN or FID Property Location i4iv L a vl i }tW� __._- Date of Closing RATE SCHEDULE III III I I 11111111111111I Tax on Special Rate Property 1. Value of purchaser's principal residence. Also enter on Line R (See instructions)................................................1. 2. For transfers prior to July 1, 2011, value of property enrolled in current use program. Also enter on Line Q........................... 2. 3. For transfers prior to July 1, 2011, value of qualified working farm. Also enter on Line R............................................. 3. 4. Add Lines 1-3................................................. 4. 5. Tax rate ........................................................ 5. 0.005 6. Tax due (Multiply Line 4 by Line 5)................................................... . .......... 6.- 0.00 7. VHFA Exemption 99 Only Values in excess of $110,000 but below $200,000 7. 8. Tax Rate ....................................................... 8. 0.0125 9. Tax Due on VHFA (Multiply Line 7 by Line 8) ............... . ... . . ................. . ............... 9. 10. Total due on special rate (Add Lines 6 and 9)................. . ................... . ... . ......... 10. Tax on General Rate Property r� 11. Enter amount from Line 0 on page 2 of this form ......... . . ............ 11. 12. Enter amount from Line 4 above .................................... 12. 13. Enter amount from Line 7 above ........... ........................ 13. 14. Subtract Lines 12 and 13 from Line 11.................. . .. ........ 14. 15. Tax rate (includes 0.002 Clean Water Fund 32 V.S.A. § 9602a)......... , .. 15. 0.0145 16. Tax due on General Rate Property (Multiply Line 14 by Line 15) ................. . .. . . . . ............._ 16. TOTAL TAX DUE 17. Add Lines 10 and 16. Enter here and on Line S on page 2 of this form .......................... . ...... 17. .r LOCAL AND STATE PERMITS AND ACT 250 NOTICE The parties are hereby given notice that: • The property being transferred may be subject to regulations governing potable water supplies and wastewater systems under 10 V.S.A. chapter 64 and building, zoning and subdivision regulations; • The property being transferred may be subject to Act 250 regulations regarding land use and development under 10 V.S.A. chapter 151; • The parties have an obligation to investigate and disclose knowledge regarding flood regulations affecting the property. To determine if the property is in compliance with or exempt from these rules, contact the relevant agency. Contact information is provided in the instructions on page 6. WITHHOLDING CERTIFICATION ❑ Buyer(s) certifies that Vermont income tax has been withheld from the purchase price and will be remitted to the Commissioner of Taxes with Form RW-171 within 30 days from the transfer, OR that the transfer is exempt from income tax withholding for the following reason (check one): 1. Under penalties of perjury, seller(s) certifies that at the time of transfer, each seller was a resident of Vermont or an estate. ❑ 2. Buyer(s) certifies that the parties obtained withholding certificate number from the Commissioner of Taxes in advance of this sale. ❑ 3. Buyer(s) certifies that this is a transfer without consideration. (See instructions for Form RW-171.) ❑ 4. Seller(s) is a mortgagor conveying the mortgaged property to a mortgagee in a foreclosure or transfer in lieu of foreclosure, with no additional consideration. For Town Use Only Form PT-172, Page 3 of 4 Rev. 06115 Buyer #1 or Entity i? Hack- &14, , wIV S SSN or FID Property Location M. / k--P,f !�f fah Date of Closing III III I 11111111111111111 Transferor and Transferee state that the information submitted on this return is true, correct and complete to the best of their knowledge. Prepared by (print or type) U c I/ s Preparer's Address C>Li Buyer's Representative 133Y IGNI Buyer's Representative Telephone2 Town or City: Please forward original to the VT Department of Taxes within 30 days of receipt. Book Number THIS SECTION TO BE COMPLETED BY TOWN OR CITY CLERK Page Number Grand List year of City or Town Date of Record aao M M D D Y Y Y Y Grand List Value Parcel ID Number Grand List Category` SPAN —1 71 Return received. ACKNOWLEDGMENT , Clerk DATE " Please use the following numeric two -digit grand list category codes Residential <6 Acres .............01 1 Seasonal >6 Acres ..............06 Residential >6 Acres .............02 Commercial ....................07 Mobile Home/Un ................03 Commercial Apt ................. 08 Mobile Home/La ................04 Industrial ......................09 Utilities Other...................11 Farm .........................12 Other .........................13 Woodland .....................14 Seasonal <6 Acres ..............05 Utilities Elec.................... 10 I Miscellaneous ..................15 For Town Use Only Form PT-172, Page 4 of 4 5454 Rev. 06/15 Planning and Zoning Invoice Residential Impact & Permit Fees Property Owners Name: L� Property Location- 1 � - ' / / S Amount: a Payment Type: #* � Date: 0GI _ Code Pricing Zoning Permit (New Residential) ZP- zp $13.00 plus p�.], x 4,00sq. ft. building @a $0.45 per sq. plus sq. ft. unfinished basement Qa $0.20 per sq. ft. $ plus garage bays at $50 per bay $ plus After -the -fact of (_) 50% [no NOV] or (_) i00% [NOV] $ Amount Due Zoning Permit Total /� ate' $ Sewer Allocation Fee WWA- #204 �-699.p.d x $io 3r3'' $ / (_) Bartlett Bay ( irport Parkway �b Recreation Impact Fee #220 $ South Village Recreation Impact Fee Road Impact Fee #243 #221 $ $ #203 J�66 $ ' Fire Impact Fee Police Impact Fee #222 $' Dorset Street Waterline Fee #230 $ Sewer Connect Inspection WW- r ww $63 $_ yo Total $ qv-/ , Planning and Zoning Invoice Residential Impact Permit Fees Property Owners Name. b klq� Property Location: /4)ftAl Amount: Payment Type: Date: ( 4a(T F6 � Zoning Permit (New Residential) ZP- plus sq. ft. building Qa $0.45 per sq. ft. plus MIA, WMI 6 S6-b Code Pricing zp $13.00 $ sq. ft. unfinished basement @ $0.20 per sq. ft. $ garage bays at $50 per bay $ plus After -the -fact of (_) 5o% [no NOV] or (_)100% [NOV] $ Zoning Permit Total Amount Due Sewer Allocation Fee WWA- #204 g.p.d x $10.35 $ (_) Bartlett Bay (_) Airport Parkway Recreation Impact Fee #220 /n $ v v South Village Recreation Impact Fee Road Impact Fee Fire Impact Fee #243 #221 #203 $ $ G O� $ Police Impact Fee #222 $ 7 0 b Dorset Street Waterline Fee #230 $ Sewer Connect Inspection WW- ww $63 $ Total $ qb, Legal Review Invoice June 25, 2015 David Shenk Black Bay Ventures VIII, LLC 226 Ridgefield Road Shelburne, VT 05482 Re: Legal Review — Legal Documents — #SD-15-01 Pursuant to the requirement to have required legal documents reviewed by the City Attorney and as required by the "Planning and Zoning Fee Schedule" adopted by the South Burlington City Council on April 20, 2011 (as amended), please remit the following amount to be used to pay for the Legal Review: Amount requested: $ 150.00 No Legal Review shall be authorized by the City without receipt of these funds The City shall hold these funds and use them only to pay for the required Legal Review. If at any time the amount being held is reduced to $0, the City shall request an additional amount sufficient to cover estimated costs from the applicant prior to authorizing any further expenditures of the Legal Review. Following the completion of the legal review, any unused funds shall be returned to the applicant. Further, the applicant retains, at all times, the right to request any unused funds be returned. Upon receipt of any such request, in writing, the city shall inform the City Attorney of this request and require that they cease any further work. Following the payment of any work done to date, the city shall return unused funds and inform the City Council that the legal review has been ceased at the request of the applicant. Checks should be made out to the City of South Burlington Please remit payments to: Raymond Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 40 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): Black Bay Ventures VIII, LLC Permit Number: WW-4-4458 c/o David Shenk PIN: 226 Ridgefield Road Shelburne VT 05482 This permit affects property identified as Town Tax Parcel ID # South Burlington: o86o-oo137/00135 referenced in a deed recorded in Book 1192 Page(s) 45 of the Land Records in South Burlington, Vermont. This project, consisting of the demolition of an existing 4 bedroom single family residence, boundary line adjustment with the revised lot being 0.76 acres, the construction of twelve unit housing project with four residential buildings with three 2-bedroom units each, and construction of new water and wastewater infrastructure, served by municipal water supply services and municipal wastewater disposal services located on 135 Hinesburg Road 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 Peter Smiar, P.E. of Civil Engineering Associates, with the stamped plans listed as follows: Sheet Number Title Plan Date Plan Revision Date BA-1 Boundary Adjustment Plat (Reference) 2/03/2014 4/01/2015 C1.0 Existing Conditions Plan 3/26/2014 5/o8/2015 C1.2 Proposed Utility Plan 3/26/2014 5/o8/2015 C2.1 Utility Details 3/26/2014 5/o8/2015 C3.1 Specifications 3/26/2014 5/o8/2015 C3.2 Specifications 3/26/2014 5/08/2015 C3.3 , Specifications 3/26/2014 5/o8/2015 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: A Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury Wastewater System and Potable Water Si i Permit WW-4-4458 Page 2 of 3 "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 §1-911 of the referenced rules. 1.6 This project is approved for demolition of the existing single family residence and the construction of four buildings with three 2-bedroom units each on the 0.76 acre lot. 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 io V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2MATER 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 (VT0005ogi) as depicted on the plan(s) stamped by the Drinking Water and Groundwater Protection Division. The project is approved for a maximum of 3240 gallons of water per day. 2.3 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. 2.4 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 2520 gallons of wastewater per day. Wastewater System and Potable Water Su, Y1 Permit WW-4-4458 Page 3 of3 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�W`- Dated June 8, 2015 JessanVe Wyman, Regional Engineer Essex Regional Office Drinking Water and Groundwater Protection Division cc South Burlington Planning Commission Peter Smiar/Civil Engineering Associates Department of Public Safety, Division of Fire Safety .�..vEMMoMr State of Vermont Policy, Planning & Intermodal Development Division Policy, Planning and Research Bureau Development Review & Permitting Services Section One National Life Drive [phone] 802-828-2653 Montpelier, VT 05633-5001 [fax] 802-828-2456 vtrans.vermont.gov [ttd] 800-253-0191 I LETTER OF INTENT 1 THIS IS NOT A PERMIT June 11, 2015 Black Bay Ventures VIII Inc. David Shank 226 Ridgefield Road Shelburne, VT 05482 Subject: South Burlington, VT116, L.S. 210+85 LT Dear Mr. Shank: Agency of Transportation Your highway permit application to remove existing drive and construct sidewalk, at the above -referenced location, has been reviewed and found to meet the requirements for work within the highway right-of-way. Title 19 VSA § 1111 requires that we ensure compliance with all local ordinances and regulations relating to highways. Your highway permit application will be processed after you provide us with copies of your Act 250 and/or local approvals, including all conditions. In cases where local zoning does not exist, a letter from the legis- lative body of the municipality will be acceptable. When issued, the permit will contain, but will not be limited to, the attached Special Conditions. This commitment is valid for two years from the date of this letter. Should your other permits require a longer time period, please contact us relative to an extension of time. This Letter of Intent addresses only access to, work within, and drainage affecting the State highway. It does not address other possible transportation issues, such as access to town highways, use of private roads, and use of railroad crossings. If relevant to the proposed development, such issues must be addressed separately. If you have any further questions about this matter, please call me at (802) 828-2486. Attachment Sincerely, J e�c Y Permit Coordinator Permitting Services Revie gd b raig S. Keller, P.E., Date: . ,. - �' Chief of Permitting S rvi es cc: Town of South Burlington District Environmental Coordinator #4 Chittenden County Regional Planning Commission Civil Engineering Associates, Inc. Black Bay Ventures VIII Inc. South Burlington, VT116, L.S. 210+85 LT June 11, 2015 Page 1 of 3 SPECIAL CONDITIONS This permit is granted subject to the restrictions and conditions on the back of the permit, with particular attention given to the Special Conditions listed below. This permit pertains only to the authority exercised by the Vermont Agency of Transportation (Agency) under Vermont Statutes Annotated, Title 19, Section 1111, and does not relieve the Permit Holder from the requirements of otherwise applicable statutes, rules, regulations or ordinances (e.g., Act 250, zoning, etc.). The Permit Holder shall observe and comply with all Federal and State laws and local bylaws, ordinances, and regulations in any manner affecting the conduct of the work and the action or operation of those engaged in the work, including all orders or decrees as exist at present and those which may be enacted later by bodies or tribunals having jurisdiction or authority over the work, and the Permit Holder shall defend, indemnify, and save harmless the State and all its officers, agents, and employees against any claim or liability arising from or based on the violation of any such law, bylaws, ordinances, regulations, order, or decree, whether by the Permit Holder in person, by an employee of the Permit Holder, by a person or entity hired by the Permit Holder, or by a Subcontractor or supplier. The Permit Holder shall accomplish all work under this permit in accordance with the attached plan date stamped June 9, 2015 Permitting Services. A preconstruction meeting to discuss work to be completed must be held prior to the Permit Holder's employees or contractor beginning work. The Permit Holder is required to notify the District Transportation Administrator five (5) working days in advance of such meeting. Please note that the Vermont Agency of Transportation is not a member of Dig Safe. The Permit Holder shall also contact Steve Guyette (802) 343-2188 for Districts #5 & #8 and for all other districts contact Tim Sweeney at (802) 279-0585. They will need to locate and mark all existing buried utility facilities owned by the Agency near the location of the proposed work. Roadway shoulder areas must be maintained free; of unnecessary obstructions, including parked vehicles, at all times while work is being performed under this permit. All grading within the State Highway right-of-way associated with the proposed construction shall be subject to inspection and approval by the District Transportation Administrator or his or her staff. The Permit Holder shall be responsible for ensuring that all grading work in or on the State Highway right- of-way complies with applicable statutes, rules, regulations or ordinances. In areas to be grass covered, the Permit Holder shall restore turf by preparing the area and applying the necessary topsoil, limestone, fertilizer, seed, and mulch, all to the satisfaction of the District Transportation Administrator. The Permit Holder shall be responsible for ensuring that all turf restoration work in or on the State Highway right-of-way is in compliance with applicable statutes, rules, regulations or ordinances. Upon completion of the work, the Permit Holder shall be responsible to schedule and hold a final inspection. The Permit Holder is required to notify the District Transportation Administrator five (5) working days in advance of such inspection. Black Bay Ventures VIII Inc. South Burlington, VT116, L.S. 210+85 LT June 11, 2015 Page 2 of 3 This permit does not become effective until the Permit Holder records, in the office of the appropriate municipal clerk, the attached "Notice of Permit Action". The Permit Holder shall verify the appropriate safety measures needed, prior to construction, so proper devices and/or personnel are available when and as needed. Traffic control devices, shall be in conformance with the MUTCD (Manual on Uniform Traffic Control Devices), Agency standards and any additional traffic control deemed necessary by the District Transportation Administrator. The Permit Holder's failure to utilize proper measures shall be considered sufficient grounds for the District Transportation Administrator to order cessation of the work immediately. The Permit Holder will perform construction in such a way as to minimize conflicts with normal highway traffic. When two-way traffic cannot be maintained, the Permit Holder shall provide a sign package that conforms to the MUTCD (Manual on Uniform Traffic Control Devices) or Agency standards, as well as trained Flaggers. The District Transportation Administrator may require a similar sign package with trained Flaggers whenever it is deemed necessary for the protection of the traveling public. In addition, the District Transportation Administrator may require the presence of Uniform Traffic Officers (UTOs); moreover, the presence of UTOs shall not excuse the Permit Holder from its obligation to provide the sign package and Flaggers. The Permit Holder shall ensure that all workers exposed to the risks of moving highway traffic and/or construction equipment wear high -visibility safety apparel meeting the requirements of ISEA (International Safety Equipment Association) "American National Standards for High -Visibility Safety Apparel," and labeled as ANSI (American National Standards Institute) 107-2004, or latest revisions, for Performance Class 2 or 3 requirements. A competent person - one designated by the Permit Holder's Contractor to be responsible for worker safety within the activity area of the State highway right-of-way shall select the appropriate class of garment, The Engineer may suspend this permit until compliance is obtained. Independence; Liability: The Permit Holder will act in an independent capacity and not as officers or employees of the State. The Permit Holder shall defend the State and its officers and employees against all claims or suits arising in whole or in part from any act or omission of the Permit Holder or of any agent of the Permit Holder. The State shall notify the Permit Holder in the event of any such claim or suit, and the Permit Holder shall immediately retain counsel and otherwise provide a complete defense against the entire claim or suit. After a final judgment or settlement, the Permit Holder may request recoupment of specific defense costs and may file suit in the Washington Superior Court requesting recoupment. The Permit Holder shall be entitled to recoup costs only upon a showing that such costs were entirely unrelated to the defense of any claim arising from an act or omission of the Permit Holder. The Permit Holder shall indemnify the State and its officers and employees in the event that the State, its officers or employees become legally obligated to pay any damages or losses arising from any act or omission of the Permit Holder. Black Bay Ventures Vlll Inc. South Burlington, VT116, L.S. 210+85 LT June 11, 2015 Page 3 of 3 Insurance: Before beginning any work under this Permit the Permit Holder must provide certificates of insurance to show that the following minimum coverages are in effect. It is the responsibility of the Permit Holder to maintain current certificates of insurance on file with the State for the duration of work under the Permit. No warranty is made that the coverages and limits listed herein are adequate to cover and protect the interests of the Permit Holder for the Permit Holder's operations. These are solely minimums that have been established to protect the interests of the State. Workers Compensation: With respect to all operations performed under the Permit, the Permit Holder shall carry workers compensation insurance in accordance with the laws of the State of Vermont. General Liability and Property Damage: With respect to all operations performed under the Permit, the Permit Holder shall carry general liability insurance having all major divisions of coverage including, but not limited to: Premises - Operations Products and Completed Operations Personal Injury Liability Contractual Liability The policy shall be on an occurrence form and limits shall not be less than: $2,000,000 Per Occurrence $2,000,000 General Aggregate $2,000,000 Products/Completed Operations Aggregate $ 50,000 Fire/Legal Liability Permit Holder shall name the State of Vermont and its officers and employees as additional insureds for liability arising out of this Permit. Automotive Liability: The Permit Holder shall carry automotive liability insurance covering all motor vehicles, including hired and non -owned coverage, used in connection with the Permit. Limits of coverage shall not be less than: $1,000,000 combined single limit. Permit Holder shall name the State of Vermont and its officers and employees as additional insureds for liability arising out of this Permit. L/o- c-c-/4.4/ o i` el�- - xis- f-, -YXQ A r'I ✓ e 4= (plpnf, _— 1r eSB�cco,�IeTPAaccE�a.rr nzB + ENGINEER: NGINEER: LEGEND EXISTING CONTOUR ` APPROXIMATE PROPERTY LINE Tn/f ROC 00D APPROXIMATE SETBACK LINE n/f Co #118 CIVL ENGINEERING AarAnASSOCIATES.�I�NC . 1QkAR D*WLW 0unARI&R7M ITOM — —SS— GRAVITY SEWER LINE CHASTENAY ESTATES, INC. #113n/f — —FM— FORCE MAIN SO. BURLINGTON — W — WATER LINE CITY CENTER, INC. ofIV) —OE— OVERHEAD ELECTRIC MAB —ST— STORM DRAINAGE LINE O ® SEWER MANHOLE ---- —W _ — — — — — — — — — — — — / _W- —E ` SAV ${V® STORM MANHOLE HYDRANT / OIU I T POULIN OWNER: 0 SHUT-OFF MN I I o #126 w POWER POLE EXISTING EDGE OF ` a GUY WIRE MARKET STREET MARKET Sf _REET BLACKBAY ❑ O CATCH BASIN / EXISTING SMH P TE1��0 i� I VENTURES Vlll, LLC RIM=322.6 1lEA ERS 0 DECIDUOUS TREE INV=316.4 _ ��OCATEO BY I 226 RIDGEFIELD ROAD CONIFEROUS TREE SHELBURNE VT 05482 (VYYY' EDGE OF BRUSH/WOODS— - / EXISTING SOIL STOCKPILE / — DRAINAGE SWALE 60I I I " COTTONWOOD EXISTING 6- TIMBER W BELL f _ _ _ 345t _ _ �Ci _ _ _ _ _ _ _ B L PROJECT: . �_- ��� COTTONWOOD �... ® I I /I I MANAGEMENT, LLC 0 I\ t— I I I / I 132 \ / EXISTING SOIL STOCKPILE / FFsT�i EXIST�J-APPROXIMATE G II I I I 12 UNIT / 1 / A A E DRIVE�IAY a SERVISEW RF I HOUSING PROJECT n/f I — I o O SO. BURLINGTON / I NTER, INC. �I � � E S 1 I I 135 HINESBURG ROAD CITY CE O I HO 1 SOUTH BURLINGTON I DUSTING SE SPOONER VERMONT 05403 W I TO BE REMOVED #138 I 1 \ �TP#2 BLACKBAY I \� 1 \ VENTBUL S V IAII, LLC VENTURES VIII, LLC oF\\ 1 I I LPOCAnONOF EXRVI EATER SE 22t 70t' EXISTING Hf EXISTING EXI EN WALL 3 I I I EXISTING STOCKADE FENCE ru VINYL FENCE 12" 2 BOL. I i GARAGE STONE .1 o I / 1 CEDAR I EXISTING CHAIN I N / 1 EXISTING WIRE FENCE I LINK FENCE 1 n/f / n/f z I I ROMAN CATHOLIC PRO ECT / BOLTON N z f v I DIOCE1 HURCH ocnnoN HOUS 1 �� / f I J n f n CARPENTER I I I PARKER #2 LOCATION MAP ,�/f n/f / n/f #4 JEDICT MDORE CHAUSSE NTs #10 I #8 / #6 I I I � I I I DAn C�CCSD YtV1310N EXISTIN I I I 04/n/14 SAV PRELIMINARY PLAN SET HOUSE OG/OS/14 GIG REMSED PER CITY RENEW LAHUE I I OB/11/14 WG REMSED PM DRB COMMENTS I I I # 145 I I 12/15P1 SAV -AL PLAN SUBMITTAL 1 OS/OB/15 PBS WW PEAWT SUBMIRAL I � I I I 1 I I I I I I EXISTING IBY STREET I I CONDITIONS PERMIT # ` ,r8 I I RECEIVED j j SITE PLAN DAn DYAIIWC NUIO� UN 0 9 2015 - I I MARCH 26, 2014 GRAPHIC SCALE I I i= 201 Ci 1. O I I PERMITTING SERVICES IN FEET 1 Pw. NO. I inch — 20 tt. I I I 13247 Q M_ ti c- O LO O N L` CO C O U c O U Lb F- U) ti 14• (V cM N M fn N LL 0 Q U Al 1 _ N M M U) U G) Q U O ■N I LEGEND EXISTING CONTOUR / / � APPROXIMATE PROPERTY LINE / • - ^ - APPROXIMATE SETBACK LINE / - -SSA GRAVITY SEWER LINE - -FM- FORCE MAIN I I / n/f SO. BURLINGTON - - w � WATER LINESO. CENTER, INC. - -OE- OVERHEAD ELECTRIC �1 - -STD STORM DRAINAGE LINE - m SEWER MANHOLE- ® STORM MANHOLE HYDRANT 0 SHUT-OFF •°. POWER POLE GUY WIRE :3 E CATCH BASIN DECIDUOUS TREE CONIFEROUS TREE / / / / n/f / CHASTENAY ESTATES, INC. / #113 / Gf VERIFY FINAL LOCATION OF PEDESTRIAN PATH W/ CITY OF SOUTH BURLJGTON PRIOR TO CONSTRUCTION 11 MARKET �-#REET / iYYY-Y- EDGE OF 13RUSHPMODS / •••- DRAINAGE SWALE 20- ° It / - J .a to. / I ' MAIL BYA SO. BURLINGTON CITY CENTER, INC. I I I I ■ CENTRAL Of - - RES/DEN7UIL 4 I I jPROPOSED j 1 2 STORY I 3IUNTT BUILDING I FF=324.7 I I 1 di - - - - -� worrRyEsimA - - f-PPFAI-O- - wes . RETAINING WALL 12.a / j PROPOSED I MIN. o 12 STORY 1 3 UNIT BUILDING I FF-32&2hi oil I 1 I I I 1 I I I I I I / I n/f PARKER /f n # 4 DICT I MOORE CHAUSSE I 0 #8 / #6 I i i I I / I 1 1 / GENERAL NOTES I 11 -PROVIDE CONCRETE WALKWAY TO FUTURE MUL74USE PATH 1PROPOSE 14.0' 1 2 STORY 3IUNIT BUILDING I FF=325.71 E ' ®Ll BLACKBAY (Cj/ENTURES VIII, LLC SUBBASE FOR FUTURE MULTI -USE RECREATIONAL PATH. COORDINATE WiTH C/TY OF SOUTH LI VRLINGTON. 39•7 2 DRIP EDGE-� PER DETAIL ses PROPOSED 1 - 2 STORY 3 MIT BUILDING I FF=32d2 I 1 I BLACKBAY VENTURES VIII, LLC DUMPS7ER so. ENCLOSURE EXISTING, j NEW 6' HIGH CURB PROPERTY LINE TO NEW 6' HIGH BE DISSOLVED I WOOD STOCKADE FENCE i n/f CARPENTER #2 I I 1. Utilities shown do not purport to constitute or represent all utilities located upon 10. The tolerance for finish grades for all pavement, walkways and lawn areas shall l or adjacent to the surveyed premises. Existing utility locations are approximate only. be 0.1 feet. I I The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dlg Safe (888-344-7233) prior to 11. Any dewatering necessary for the completion of the sitework shall be considered any construction. as part of the contract and shall be the Contractors responsibility.- 2. All existing utilities not incorporated Into the final design shall be removed or 12. The Contractor shall coordinate all work within Town Road R.O.W. with Town abandoned as Indicated on the plans or directed by the Engineer. authorities. 3. The Contractor shall maintain as -built plans (with ties) for all underground 13. The Contractor shall install the electrical, cable and telephone services in utilities. Those plans shall be submitted to the Owner at the completion of the accordance with the utility companies requirements. project. 14. Existing pavement and tree stumps to be removed shall be disposed of at an 4. The Contractor shall rspalr/restore all disturbed areas (on or off the site) as a approved off -site location. All pavement cuts shall be made with a pavement saw. direct or indirect result of the construction. 15. If there are any conflicts or inconsistencies with the plans or specifications, the 5. All grassed areas shall be maintained until full vegetation Is established. Contractor shall contact the Engineer for verification before work continues on the Item In question. 6. Maintain all trees outside of construction limits. 16. Property line information based on Plot prepared by Civil Engineering Associates 7. The Contractor shall be responsible for all work necessary for complete and entitled 'Block Bay Ventures VIII LLC and South Burlington City Center, Inc. (Draft) - operable facilities and utilities. dated February 2, 2014 revised February 21, 2014. This plan is not a boundary survey and Is not Intended to be used as one. 8. The Contractor shall submit shop drawings for all Items and materials Incorporated Into the site work. Work shall not begin on any Item until shop drawing 17. If the building Is to be sprinkiered, backfiow prevention shall be provided In approval is granted. accordance with AWWA M14. The Site Contractor shall construct the water line to two feet above the finished floor. See mechanical plans for riser detail. 9. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards. IBY STREET n/f BOLTON #139 n/f LAHUE # 145 GRAPHIC SCALE s o s a o ( IN YM) 1 Inch - 20 M 20.17 EASEME m FOR CREAM L PATH SNE ENGINEBB: n/f ROCKWOOD CIVIL ENGINEERING ASSOCIATES. INC. #t 18 101141CMD VEWLAAE SXRRi111f■AWW IT NO eoxee4ms FM 8*ee02M ..0:.1rw.we twm n/f POULIN #126 I / r - / I n/f / I BELL MANAGEMENT, LLC / #132 / I / I I I I / n/f n'I / I SP#13B R U OR kG is X EXISTING GARAGE E HUS OUSEEV I I I - ROMANnCATHOLIC DIOCESE CHURCH #142 - - - - -' PERMIT # E RE EIVED HOUSE J I U O 9 2015 I PERMITTI G SERVICES I ZONING REQUIREMENTS: ZONING DISTRICT: CENTRAL DISTRICT 3 CATEGORY REQUIRED EXISTING* PROPOSED COVERAGE 50% 80% 5.6% 7.7% 26.5% 72.7% BUILDING TOTAL SETBACK 57 0-80 5' S ±11.7 ±9.9 -300.0 ±30.7 ±39.7 ± 1.0 1-20.0' ±51.4 FRONT YARD FRONT YARD SIDEYARD SIDEYARD BUILDING HEIGHT 35 32' ADV. PROPOSED PRIMARY F.A.R. RATIO 0.5 1 15600 / 33229 = -.47* *F.A.R. RATIO INCLUDES ONLY FINISHED AREA MAB SL'®Cl® AV FF21" SAV OWNER: BLACKBAY VENTURES V/ll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 LOCATION MAP NST U. 1.1■■Fsmw M/27/14 SAV PROASIMY PLAN SET 0eA1e/14 = WMW Fes MY REVEW 06/11/14 c10 REVISED PER ORB 001110 is 10/01/14 an REVEED PER ORB 00111103IS 10/10/14 PBS REv1vn PFR BPr ralsons 12M/14 SAV REVISED BULnW F0071 r 12/15/14 SAV RwA PLM A■MmAL OQAe/15 SAY REVISED PER ORB COMMDM aS/Oe/ts PBS W P T SIRARTTAL PROPOSED CONDITIONS SITE PLAN eA2s 1•ANIM xsRm MARCH 26, 2014 WAM C1.1 1"=20' PW. xo. 13247 CIO Q LO O CO 0 LO C) N_ LO CO ai Z� c O 'r U U) C O U W i` IT N M 0) N C\I M to U- 0 0 U 1 V N co i M O N U N O n 0 0 Q U O LEGEND - - EXISTING CONTOUR APPROXIMATE PROPERTY LINE ^ ^ APPROXIMATE SETBACK LINE — —SSA GRAVITY SEWER LINE — —FM— FORCE MAIN 1 NIRACTOR TO VERIFY - -ill- WATER LINE EXISTING UTILITY 1 LOCATIONS - -UE- UNDERGROUND ELECTRIC 7ONPRI(rY . CONSTRUCTION (TYP.) — —OE— OVERHEAD ELECTRIC — — G — GAS —W' — — — — — — — — D.I.—.—. — W— — — — — W---- - —SRC STORM DRAINAGE m SEWER MANHOLE INSTALL 15'CAP ® STORM MANHOLE w ( FIELD VERIFY LOCATION HYDRANT AND ELEVATION OF EX a • SHUT-OFF FORCE MAIN U Y EXISTING EDGE OF MARKET STREET MARKET STREET 30' OF 4' SCH. 40 w w POWER POLE PVC CASING GUY WIRE CATCH BASIN Q DECIDUOUS TREE - — — — — — — — — — — — — — — — — — — — — — CONIFEROUS TREE of K COPPER /-YVYY` EDGE OF BRUSH/WOODS I rTYPE 0 •••- DRAINAGE SWALE - - - - - - s� END GAS MAIN W12' _ _ 6' 01 PURGE POINT CAP. LOC. BOX OVER END NEW SMH#3_ RIM=322.Bt INV=317.7 I 1 I I I I 1 I I I I I UTILITY NOTES 1. Future Market Street Utilities and Market Street layout shown are based an plans prepared by Vanosse Hagen Brustlin, Inc. entitled 'South Burlington - Market St.' dated March 24, 2014. 2. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 3. Final location of proposed underground electric based on plans by others. - RECEIVED JUN 0 9 2015 TP SERVICES I FF=325.71 I I I I ITOBE ED PER DETAIL I I I I I l � I III I �I I � I I I � of ----------- W-- I / I S NEW SMH#1 F RIM=322.7t I I 4 I INV=316.1 TIPEKCOPPER FIELD VERIFY 4' SERVICE (TYP.) POSTING SMH RIM-322-6 �S INV-316.4 J _ LLl It i I I SITS SNGINSSR: -0� CIVIL ENGINEERING ASSOCIATES, INC, 10M4WU-i)V*WIME, =JTH8UKMTO9 VTZ#M sozae'-asa9 ruc eoaeecazn ,..e: w.•.o..,ccan mr,r.�r r14 - 4u tmn >om.rm MAB SAV SArrao� AV OWNER: BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 TIE IN W1 2- NO -BLOW E PRO]%Cf: TTRANSMON FITTING. Z I BALL VALVE WI HH. OM / I I LOCATION BOX OVER TEE I PROPOSED 2STORY ! / 12 UNIT �Nff I I I l i / i HOUSING PROJECT I i �t 135 HINESBURG ROAD SOUTH BURLINGTON E COORDINATE CUTTING VERMONT 05403 / I I I AND CAP OF SEWER AND I—. •� W / WATER SERVICE LINES 4' OR3 WITH THE CITY OF SOUTH 1 FT. MIN. (TYP.) I ; I I I BURLINGTON e� NEW SMH#2- II IM=324.1 t INV=31B.5 IRE FENCE EXISTING CHN LNI i I I N �11TJTll1 EXISTING GARAGE EXISTiN I HOUSE I I I - - - - - - - GRAPHIC SCALE - - - - - - >o ,. o IN MT I I tare - 20 ft LOCATION MAP NTS �n � Rav�aN x/23/14 SAV PRF1i�EMY PUN SET M/06/14 a..0 TENSED PER att PEVE:w _ M/11/14 CJG REv15ED PER qtB CpIYEN15 I1/05/14 PBS RENSED PER CPW aGIN1FNiS 2/01/14 SAV FEY6FD Wt NG FONMNT 2/15/14 SAV FNAL PLW 91BYRTAL M/04A5 C.M 1ENMEn YNm UNE Il MON M/0e/15 PBS jwwP T SIA 7& M/02/I5 PBS I C14WOE WATER YAN Rl COPPER PROPOSED UTILITY PLAN nAn mmlc NWT■ MARCH 26, 2014 ill =20' C1.2 r . No. 13247 ,00 VERMONT State of Vermont Department of Environmental Conservation Drinking Water and Groundwater Protection Division Essex Regional Office ill West Street Essex Junction, VT 05452-4695 www.septic.vt.gov June 2, 2015 Black Bay Ventures VIII, LLC c/o David Shenk 226 Ridgefield Road Shelburne VT 05482 Agency of Natural Resources [phone] 802-879-5656 [fax] 802-879-3871 RE: WW-4-4458, Black Bay Ventures VIII, LLC; proposed twelve unit housing project with four residential buildings with three units each located at 135 Hinesburg Road in South Burlington, Vermont. Dear Applicant: We received your completed application for the above -referenced project on June 2, 2015, including a fee of $50.00 paid by check #035461. Under the performance standards for this program, we will have a maximum of 45 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. If you submitted your application electronically through eDEC, your,consultant will need to upload any revisions and send an email to Ernestine Chevrier and the reviewer notifying us that you have resubmitted information. This email should reference both the eDEC number and the WW number for the project. For the Drinking Water and Groundwater Protection Division Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission Peter Smiar/Civil Engineering Associates, Inc. Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury STATE OF VERMONT COUNTY OF CHITTENDEN AFFIDAVIT OF POSTING AND PUBLICATION On this 18th day of May, 2015, personally appeared Kevin Dorn, South Burlington City Manager, known to me to be a credible person and of lawful age, who being by me first duly sworn, on his oath, deposes and says: Pursuant to 24 V.S.A. §1061(a)(1), a copy of the attached Notice of Conveyance of Municipal Real Estate was posted on March 20, 2015, in three public places in the City of South Burlington, one of which was in or near the City Clerk's office. In addition, a copy of the Notice was published in The Other Paper, a newspaper of general circulation in the City of South Burlington on March 26, 2015. A petition signed by five percent of the legal voters of the City objecting to the proposed conveyance not submitted to City Clerk within 30 days of the date of posting and nu 13. k4i:o� of_l�Notice. Kevin Dom, City Managet City of South Burlington .! r Subscribed and sworn to before me, this 18th day of May, 2015. mP `r C.�..:.r. .:., NOTARY PUBLIC My commission expires: 02/10/2019 CITY OF SOUTH BURLINGTON NOTICE OF CONVEYANCE OF MUNICIPAL REAL ESTATE NOTICE IS HEREBY GIVEN TO THE LEGAL VOTERS OF THE CITY OF SOUTH BURLINGTON, pursuant to 24 V.S.A. § 1061, that the City of South Burlington proposes to convey any interest it has in and to a certain strip of land twenty feet (20) in uniform width located along the entire length of the westerly boundary of Wedgewood Development Corporation's property, said strip of land running parallel with and adjacent to the easterly sideline of the Dorset Street right of way, to Wedgewood Development Corporation. Said easement was conveyed to the City of South Burlington by Easement Deed of Jeffrey S. Goldberg and Elizabeth A. Goldberg, dated November 21, 2003 and recorded in Volume 650, Page 153 of the City of South Burlington Land Records. Said conveyance is for the purpose of abandoning an easement over said twenty foot (20) strip of land. Said conveyance will have the following terms and conditions: Sale Price: $0.00 Terms: Quitclaim Deed and Abandonment of Easement delivered at closing. Closing: As soon as practicable after May 6, 2015. The property will be conveyed on the terms specified unless a petition objecting to the conveyance, signed by at least five percent (5%) of the legal voters of the City of South Burlington, is presented to the City Clerk within thirty (30) days of the date of publication and posting of this notice. If such a petition is presented, the City of South Burlington shall cause the question of whether the City of South Burlington should convey the real estate to Wedgewood Development Corporation on the terms set forth above to be considered at a Special City Meeting called for that purpose, or at the next Annual City Meeting. THIS IS NOT A SOLICITATION FOR BIDS, NOR AN OFFER TO SELL THIS REAL ESTATE TO ANY PERSON ON ANY PARTICULAR TERMS OR CONDITIONS. Dated at South Burlington, Vermont, this ". day of R44C )2015. CI OUT URLINGTON By: evin Dorn, City Manager END OF DOCUMENT WARD & BABB ATTORNEYS -AT -LAW 3069 WILLISTON ROAD O. BURLINGTON, VT 05403-6044 ZZS QUITCLAIM DEED AND ABANDONMENT OF EASEMENT KNOW ALL PERSONS BY THESE PRESENTS, that the City of South Burlington, a municipality located in the County of Chittenden and State of Vermont, Grantor, in the consideration of ---TEN AND MORE--- Dollars paid to its full satisfaction by Wedgewood Development Corporation, a Vermont corporation with its principal place of business in Essex, in the County of Chittenden and State of Vermont, Grantee, by these presents does freely REMISE, RELEASE AND FOREVER QUITCLAIM unto the said Grantee, Wedgewood Development Corporation, and its successors and assigns forever, all right and title which the Grantor, and its successors and assigns, have in and to a certain easement located on land and premises in South Burlington, in the County of Chittenden and State of Vermont, described as follows, viz: Being an easement conveyed to the City of South Burlington by Easement Deed of Jeffrey S. Goldberg and Elizabeth A. Goldberg dated November 21, 2003 and recorded in Volume 650 at Page 153 of the City of South Burlington Land Records and being more particularly described therein as follows: "Being a strip of land twenty feet (20') in uniform width located along the entire length of the westerly boundary of Grantors' property, known and numbered as 1760 Dorset Street. Said strip of land runs parallel with, and adjacent to, the easterly sideline of the Dorset Street right-of-way." Reference is made to the Warranty Deed from Jeffrey S. Goldberg and Elizabeth A. Goldberg to Wedgewood Development Corporation dated January 15, 2015 and recorded in Volume 1251 at Page 144 of the City of South Burlington Land Records. The purpose of this document is for the City of South Burlington to abandon the easement. Reference is hereby made to the aforementioned instruments, the records thereof and the references therein contained, all in further aid of this description. TO HAVE AND TO HOLD all its right and title in and to said quitclaimed premises, with the appurtenances thereof, to the said Grantee, Wedgewood Development Corporation, and its successors and assigns forever. AND FURTHERMORE, the said City of South Burlington does for itself and its successors and assigns, covenant with the said Wedgewood Development Corporation, and its successors and assigns, that from and after the ensealing of these presents the said City of South Burlington will have and claim no right in or to the said quitclaimed premises. 1 -300351-20 )V : 1269 PG : 2? 1 WARD & BABB TTORNEYS-AT-LAW �69 WILLISTON ROAD RLINGTON, VT 05403-6044 IN WITNESS WHEREOF, the undersigned Duly Authorized Agent of the City of South Burlington has caused his/Vr hand and seal to be set this .17'16day of Mcei, 2015. C' u urlingto By: Kevin Dorn, City Manager and Duly Authorized Agent STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At South Burlington, in said County and State, this J? 44day of /Yla.i , 2015, personally appeared Kevin Dorn, City Manager and Duly Authorized Agent of the City of South Burlington, and he/s�p acknowledged this instrument by him/hvr signed, to be his/hXr free act and deed and the free act and deed of the City of South Burlington. Before me, C-a-,-;, . Notary Public d My Commission expires: 02/10/2019 H:\Subdivisions\Highland Crossing (Wedgewood-Goldberg)\QCD & Abandonment of Easement (City to Wedgewood).wpd i; n 1 S R ny 2 ENS OF' DOCUMENT ti air-:O- .� To?. .. ap 231 BOARE LAtIC° USE !, C_VFLC I,EW --------------------------- south', 1 Plan Transmittal Form To: Fire Department/ Department of Public Works From: Ray Belair Date Transmitted: 01/27/15 Comments Due: February 9, 2015 Project Description/Meeting Date: Final plat application #SD-15-01 & #DR-14-05 of Blackbay Ventures Vill, LLC for a planned unit development to: 1) remove an existing single family dwelling, 2) construct four (4) three (3) unit multi -family dwellings, and 3) establish boundary line with adjoining property, 135 Hinesburg Road. Other Notes: Meeting date is 2/17/15 .",A South Burlington Fire Department 575 Dorset Street South Burlington, Vermont 05403 802-846-4110 February 12, 2015 Mr. Ray Belair, Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Blackbay Ventures, 135 Hinesburg Road Dear Ray: We have reviewed the plans for the proposed construction of the 4 three unit buildings at 135 Hinesburg Road. We have the following recommendations: 1. Compliance with all requirements of Vermont Fire and Building Safety Codes and standards as enforced by the South Burlington Fire Marshal's Office. 2. Provide an emergency key box(s), location to be specified by SBFD. 3. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of the aerial ladder, hoselines, portable ladders and other firefighting equipment. 4. Parking enforcement is a must at this property due to the narrow profile of the driveway. Parking in other than assigned parking spaces should be prohibited to permit access of emergency vehicles. At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which can be dealt with as needed with the assistance of the developer and South Burlington Fire Marshal's office. Should you need any further assistance on this project please feel free to contact me. Sincerely, Douglas S. Brent Douglas S. Brent ray From: Justin Rabidoux Sent: Friday, February 13, 2015 9:34 AM To: ray Subject: Market Street - Blackbay Ventures Project Ray, I have no additional comments on this project. Justin Rabidoux Director of Public Works/City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 658-7961 Rabidoux@sburl.com www.sburl.com Twitter: twitter.com/sbpubworks Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. if you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. ray From: Jim Barlow Sent: Thursday, January 22, 2015 11:20 AM To: Paul Conner Cc: Justin Rabidoux; Kevin Dorn; ray Subject: David Shenk/ Backbay Ventures Market Street Project Paul, I met with David Shenk this morning. This is what I outlined to him: • The city would be co -applicant on his project. • Staff would recommend to the DRB that a condition be included in project approval requiring that he obtain the 5' portion of Market Street from the City prior to recording of the final plat. This will require the City to follow the statutory process to discontinue the portion of Market Street. • During the period from the DRB's approval to the recording of the plat, the City will undertake the process to discontinue the 5' portion of Market Street. This should take about 3 months involves a vote of the Council to initiate the process to discontinue a portion of Market Street, a site visit and hearing by the Council (with notice to abutting landowners as required by statute), a vote by the Council to discontinue, preparation and signing of an order to discontinue and recording of the order to discontinue with a survey plat. • Shenk will cause the 5'portion to be surveyed and a plat be produced for recording with the order of discontinuance. • Shenk will reimburse the City for its legal costs. I told David that the City is taking some risk in this — e.g., he may not obtain other permit approvals (Act 250) or that the project may not be built. If this comes to pass, we expect the property will be conveyed back to the City. In retrospect, it may be a good idea to include this as a second condition in the DRB approval. Jim James W. Barlow City Attorney City of South Burlington 575 Dorset St, South Burlington, VT 05403 ibarlow@sburl.com (P) 802-383-1781 (F) 802-846-4101 wiliwm am s uth) U III1 1111 The contents of this e-mail message and any attachments are confidential and intended solely for the intended recipient. The information may also be legally privileged. If you have received this transmission in error, any use, reproduction or dissemination of this transmission is strictly prohibited. If you are not the intended recipient, please immediately notify the sender by reply e-mail or phone and delete this message and its attachments, if any. 'IM a Em SHENK I A ENTERPRISES, January 9, 2015 David Shenk Black Bay Ventures Vill, LLC 226 Ridgefield Rd Shelburne, VT 05482 P.O. Box 4132 Burlington, VT 05406 L,LC Office: (802) 497-3049 Fax: (802) 497-3195 RE: 135 Hinesburg Rd — Final Plat & Design Review Mr. Ray Belair Zoning Administrator South Burlington Planning & Zoning 575 Dorset St. South Burlington, VT 05403 Dear Ray, Please accept this letter as a summary of the important items that have been revised since receiving Preliminary Plat Approval on September 181h. I will not be addressing items in this summary that are listed as "criterion is met" or similar review that indicates the design is clearly within conformance/ intent of the LDRs. In chronological order, below are highlights from the Preliminary Plat Approval meeting on August 191h: 1. Page 8—11.01.f.c: 1 will bring color selection to Final Design Hearing for reference. The color swatches were returned to me by staff post 1" Preliminary hearing. No changes are proposed, but am providing again to ensure all relevant information is provided for a final review 2. Page 11-11.01.h.j The Board encourages the applicant to propose that the front porches facing Market Street be at least 6 ft deep.: a. The porches were increased to a minimum depth of 6'. Because the buildings have a 1' jog in them, six (6) porches are 6' deep, and five (5) porches are 7' deep. In addition to the porches, there are front steps that are set 3' beyond. b. Gutters were added to front porches to shed water away from steps 3. Page 12 - 11.02.C: discussion about screening a. The dumpster enclosure will be built of Cedar and PVC materials. See sheet A102 for detail b. An added hedge row of Arborvitae was added along the rear boundary line (lby Street Neighbors). This plant material will remain green year around to maintain visual buffer. 4. Page 13—11.02.F: The lighting plan was revised per comments from Iby Street neighbors. While previous design didn't have light contamination onto their property, they desired a more conservative approach to the rear lighting of this project. The 10' poles were deleted, and a total of five 8' LED down -cast pedestrian lighting was added along the rear walkway. The recessed down -cast LED can lights have remained in the porches (typical all front, side, and rear porches) 5. Page 13—11.02G: discussion about porch overhangs a. The rear porches were extended to fully overhang the rear steps. See Architectural drawings for clarity. b. A gutter was added to the front porch to shed water from front steps. A cordial discussion at previous Preliminary hearing with Design Review Board yielded that this was the most appropriate compromise given the desire to shed water as much as possible and maintain architectural intent. The applicant expressed to the DRB that the porches were designed with input of a variety of City staff members, and wanted to ensure the design was consistent with the overall Market Street reconstruction. The applicant took from this discussion that an added gutter would be a reasonable compromise between functionality/ Market Street design intent/ and practicality that front steps were not going to be used on regular basis by the occupants (rear entrance will be used as primary functional entrance because of proximity to parking). 6. Page 15 — PUD Standards.H a. See drawing C1.1, 20' recreation path easement is shown along Hinesburg Rd 7. Page 18 — (A): Public Works Comments. As part of application, copy of correspondence between applicant and PW was provided. As the applicant, we have addressed each comment item, please discuss with PW to confirm. If there are additional comments please don't hesitate to contact me direct. 8. Other changes made to design: a. To accommodate increased front porch depth: L Rear porches were changed to 3' ii. Rear drive was changed to 23' b. Clarity to porch facing Hinesburg i. At encouragement from staff, the porch facing Hinesburg Rd is designed at 7' total. Between a comfortable porch and extensive landscaping, this will provide a warm welcoming to the new City Center. Thank you for your consideration, and I hope the above notes help provide finality to the outstanding items. Do not hesitate to contact me if any questions. David Shenk — BBV VIII, LLC Plant Schedule Landscape Budget 135 Hinesburg Road South Burlington, VT 05403 11812015 Quantity Key Botanical Name Common Name Size Price Cost BB/Con Trees (decidious) 7 QR Quercus rubra Red Oak 2-21/2" $ 900 $ 6,300 BB 7 CP Corpus alternifolia Pagoda Dogwood 5-6' $ 350 $ 2,450 BB 3 CM Cornus m. 'Golden Glory' Golden Glory Dogwood 2" $ 700 $ 2,100 BB Trees (evergreen) 4 OF obtusa Fillicoides Fernspray Falsec press 4-5' $ 570 $ 2,280 BB 64 TT thuia Techny Mission Abrobitae 4-5' $ 85 $ 5,440 BB Deciduous Shrubs 8 MP M rica pens Ivanica 'Nordic' Nordic Bayberry (semi -evergreen) 18"-24" $ 120 $ 960 BB or Con 17 CH Cotoneaster horizontalis Rockspray Cotoneaster #3 $ 75 $ 1,275 Con 2 HA Hydrangea arborescens 'Annabelle' Annabelle Hydrangea 4-5' $ 250 $ 500 B&B 5 Si Spirea jponica 'Neon Flash' Neon Flash Spirea #7 $ 120 $ 600 Ever reem Shrubs 7 AZ Azalea Northern Light Series 18"-24" $ 60 $ 420 BB or Con 10 BS Boxwood - Green Velvet Buxus Microph lla 18"-24" $ 95 $ 950 BB or Con 3 TBR Taxus baccata Repandens Creeping English Yew 18"-24" $ 125 $ 375 BB 32 TMD Taxus media densiformis Dense Spreading Yew 18"-24" $ 125 $ 4,000 BB 3 RRE Rhododendron roseum elegans Roseum Ele ans Rhododendron 34 $ 350 $ 1,050 BB 5 JPN Juniperus procumbens'Nana' Dwarf Japanese Garden Juniper #3 $ 75 $ 375 2 PJM Rhododendron compact clone Compact P.J.M. Rhododendron 2' $ 150 $ 300 BB 6 IG Ilex glabra'Shamrock' Shamrock Inkberry #5 $ 170 $ 1,020 Total Cost $ 30,395.00 Construction Cost Estimate/ Landscape Cost Estimate 135 Hinesburg Road South Burlington, VT 05403 Total Building Cost Required Landscape Budget 3% $ 2% $ 1% $ k 1,742,400.00 250,000 $ 7,500 250,000 $ 5,000 1,242,400 $ 12,424 Total Req. Landscape Budget $ 24,924 Total Landscape Proposed $ 24,955.00 W Permit Number SD--tr O (office use only) APPLICATION FOR SUBDIVISION PLAT REVIEW ❑Preliminary [Final PUD Being Requested?Yes ❑No 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(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) 14 F, vT C731 ? I q 0� % M14,Tbo 2. LOCATION OF LAST RECORDED DEED (Book and page #) APPLICANT (Name, mailing address, phone and fax#) Ricrac 4. CONTACT PERSON (Name, mailing address, phone and fax #) �C,V, d ��►Pvl� R ,�zb,-0iAA �-- '. `fq--7 - 9 i 9S a. Contact email address: 5. PROJECT STREET ADDRESS:S }� In���►.� 1•-i� 13 /` K�, (/ j �tin3 ��TAX PARCEL ID # (can be obtained at Assessor's Office) 060 W13 1�7 IV ('ta/ `11 /+d c1rtSScs #SOS" ► Berke t S& d-SUGI MQ,kf Sb S7S Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com '*511 Wit, «bI Si,. ti.,f I 1 7. PROJECT DESCRIPTION a. General Projec Description (describe what you are proposing): �z m bvr t IX r;c � S �''►�� w�,` ��, YSyyf,.� G ti ci l"c9v� S�.ru� � 4 n f �.r. b. Existing Uses on Property (including description and size of each separate use): F S r. co, s­1 Y' f S► c c. Proposed Uses on property (include description and size of each new use and existing uses to remain): oS t e•► L i,.. h , l d,K� CVN'Lc,, 3 rrsi .J can,_.. i Ecr c, L Ldwt f!, P.•�J hp ✓ 3 Y. d. Total building 7square footage on property (proposed buildings and existing/ buildings to remain): e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): ECAA U r► ,r f. Number of residential Junits (if applicable, new units and existing units to remain): r© g. Number of employees (existing and proposed, note office versus non -office employees): h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Qciy► Qi t 3 2 number of units, lot mergers, etc. 98&-) — 2 -7 �cerS J Cl -CrUbc _ �^ �� :mac d N 3 of T &el Subdivision Application Form. Rev. 12-2011 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 7Z% uc 33, aoT -s, (acres /sq. ft.) a b. Building Coverage: Existing 1, 969, 3 square feet S, % Proposed square feet, % c. Overall Coverage (building, parking, outside storage, etc): Existing d, 5 $a, a Proposed OL4,171, square feet 7, 7. % square feet 7d, -;� % d. Front Yard Coverage(s) (commercial projects only): Existing square feet % Proposed square feet % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes [5-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: 33,v?� "� 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. 3 Subdivision Application Form. Rev. 12-2011 11. COST ESTIMATES a. Building (including interior renovations): b. Landscaping: $ Q () 9 :7 S , Uy (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): Qa-1 (9,,3ed v,� ^^IT11 ftr4owsl JI � m Uo; 13. PEAK HOURS OF OPERATION: VAS{ 14. PEAK DAYS OF OPERATION: Usl - W el KPN s 15. ESTIMATED PROJECT COMPLETION DATE: aCvl 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (1 l" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitti the application. See the City fee schedule for details. 1iq, 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. Subdivision Application Form. Rev. 12-2011 ''\ 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 APPLICANT Sf3GC, = C-1 cis SIGN F PRO ERTYPWNER A1aLIIAI ]rRINT NAME Do not write below this line DATE OF SUBMISSION:� I have reviewed this preliminary plat application and find it to be: 2/Complete — A Incomplete 0 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. 5 Subdivision Application Form. Rev. 12-2011 ray From: Tom Dipietro Sent: Thursday, February 05, 2015 1:48 PM To: ray Cc: Justin Rabidoux Subject: RE: BlackBay Ventures VIII, 135 Hinesburg Road - Stormwater Submittal and Responses to DPW Comments Ray, I've reviewed the material that Peter provided. They have adequately addressed my comments and have made appropriate updates to the plans. I have no further comment. The applicant requested that we provide them written approval for connection to the future market street project. I will not be providing this. I've previously informed them of this fact. My recommendation is that they continue to be part of the public process related to the design of Market Street. The City and its consultants are aware of their desire to connect to the future drainage system under Market Street and we are doing our best to accommodate this request. -Tom Thomas J. DiPietro Jr. Deputy Director Department of Public Works City of South Burlington Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Peter Smiar [mailto:psmiar@cea-vt.com] Sent: Wednesday, November 05, 2014 5:20 PM To: Tom Dipietro Cc: dshenk@shenkenterprises.com; John Logan; Justin Rabidoux; ray Subject: BlackBay Ventures Vill, 135 Hinesburg Road- Stormwater Submittal and Responses to DPW Comments Hi Tom, Thanks for meeting with us last week to review this project. Please see below responses to your stormwater related review comments embedded in the original message in blue. We are submitting this information in conjunction with the Final Plat application for the project. The final application is being submitted to zoning shortly. Please see attached stormwater treatment plan sheet and details, updated grading plan, and attachments to support the responses below. Tom DiPietro Wrote: I reviewed the Blackbay Ventures Vlll, LLC, "12 Unit Housing Project", located at 135 Hinesburg Road. The project plans were dated March 26, 2014 and last updated on April 25, 2014. I'd like to provide the following comments: The project is on a 0.76 acre lot. The state of Vermont Department of Environmental Conservation (DEC) requires that projects creating greater than 1 acre of impervious area obtain a 3-9015 stormwater permit. Projects that disturb greater than 1 acre of land are required to obtain a Construction General Permit from Vermont DEC. It does not appear that this project will be required to obtain either of these state permits. No operational permit will be required by the DEC. The project will however require coverage under GP 3- 9020 for runoff during construction activity since there is disturbance proposed within the City ROW along Market Street and on the adjoining lot to the west, which places the total disturbance over the 1 acre DEC permitting threshold. It is expected that the project will qualify as a Low -Risk category project under the 3- 9020 permit program. In order to evaluate the proposed stormwater drainage system, the applicant must provide the following additional information: • Hydrologic modeling for the stormwater drainage system. I'd be interested in reviewing modeling results for the 1 year, 10 year and 25 year storm events. Overall System Description The proposed stormwater system has been designed to infiltrate all runoff from the proposed project during the 10 —year storm event (3.2", 24-hr). This is accomplished by directing runoff from the rear half of the building rooftops, rear sidewalks, and rear parking lot to an underground infiltration system located under the parking lot at the southwest corner of the property. Runoff from the front half of the rooftops (along Market Street) will drain directly to the proposed drip edge infiltration trenches. In the event that gutter and downspouts are required to collect runoff, a 6" storm collection line will be installed along the front of the buildings in order to provide a connection point to the infiltration chamber system. The western portion of the proposed entry drive (900 sf) will sheet flow to the existing forested disconnection area located to the west of the project. From here, runoff travels approximately 600' across infiltrative sandy soils with very flat slopes and frequent surface depressions. As such no increase in runoff to Potash Brook is expected due to this arrangement. Once the South Burlington Realty lands are developed, this runoff would be routed to the treatment system of the SBR development. Modeling Please find attached "Black Bay Proposed" modeling results for the 10 and 25 year storms. The underground chamber systems and drip edge infiltration trench have been sized to infiltrate the 10 — year storm event. The infiltration drip edge has been sized based upon a typical contributing drainage area of building rooftop that drain toward the ROW. Generally half of the building rooftop area drains to the infiltration drip edge. The drip edge has been sized per foot length of rooftop in the attached modeling. Note that the capacity of the treatment system has been increased above the required 10-year storm flow treatment target in order to provide treatment for a portion of the proposed Q-25 runoff volume. During the South Burlington Q-25 event (4.0" in 24 hours), the pre -routed runoff peak discharge rate from the site is 3.6 cfs (before treatment). The system provides partial infiltration and peak flow detention to provide a discharge rate of 1.3 cfs during the Q-25 event. This exceeds the stormwater treatment standards established in the city codes. Existing conditions runoff modeling is not included for this project due to the fact that runoff calculations for the underlying Adams loamy sands with forested land cover result in runoff rates very close to zero. For the purposes of this design the existing runoff rate during the 10 year event is taken to be zero. As requested during our recent meeting, please find attached a hydrocad (.hcp) file for inclusion into the model for the Market Street redevelopment project. o Information related to existing soils. Two test pits are shown on sheet C1.0 . Information related to these test pits should be provided as well as the results of any infiltration testing that took place. Two soil test pits were performed by CEA in the area of the proposed infiltration systems. The results of the test pits have been added to the accompanying sheet SW1-Proposed Stormwater Treatment Plan. The design infiltration rate is based upon the lower range of values achieved via field testing associated with a geotechnical report by GeoDesign dated 7-19-13 for the Market Street Reconstruction Project (see accompanying relevant pages) which established a field infiltration rate of 14.2 in./hour at a test location on the north side of Market Street. The proposed design for the Blackbay project uses a factor of safety of 2 (design rate=7 in./hour) for the proposed system. These infiltration rates are consistent with other projects that we have undertaken in Adams soils. c Elevation information for the following: ■ Building foundation drain and foundation drain outlet. The foundation drain outlet has been added to the proposed plans. The elevation of this outlet where its daylights is 315.0. This allows for a foundation drain elevation at the buildings at approximately 9' below the first floor finished floor elevation, which corresponds to the anticipated basement slab elevations. ■ Subsurface infiltration system bottom elevation. There are two infiltration system chamber beds, system #1 has bottom elevation of 317.0' at the bottom of the stone layer, system #2 has a bottom of stone elevation of 318.4'. These systems were designed to follow the contours of the groundwater table across the site (with typical 3' separation) ■ Existing groundwater elevation. The existing estimated seasonal high groundwater elevation is 313.0' at TP#1, and 315.3 at TP#2. The GeoDesign Market Street report referenced above features a high water table depth of 310.8' at TP#4, which indicates a gradient to the north and west away from the Iby Street homes and toward the Potash Brook Tributary, which has a water surface elevation of approximately 303' at the outlet of the culvert under Market Street. Please find attached GeoDesign map Exploration Location Plan Figure 2 dated 7-18-13 with CEA notes added. • Provide information related to the depth of stone beneath the underground infiltration facility. The depth of stone under the proposed infiltration chambers is 6", please refer to accompanying detail sheets C2.2 and C2.3. There is a "Drip Edge at Building w/ Underdrain" detail on sheet C2.0 and a "Drip Edge & Foundation Drain Detail" on sheet C2.1. Please clarify which will be used. The detail on sheet C2.1 shows a sand layer and impermeable liner that is not present in the detail on sheet C2.0. We apologize for confusion with the multiple details, we had been exploring different options for how to best treat roof runoff along the Market Street side of the project. To keep things simple we have opted for a simple stone drip edge trench along the drip line of the buildings (See detail sheet C2.0). The proposed infiltration trench drip edge does not have an underdrain in order to maximize infiltration. • Provide elevation information for the proposed new retaining wall on the property's southern boundary. Top and bottom of wall elevations have been added to the proposed grading plan. The wall ranges from 5.5' at the western portion of the wall to 1.5' toward the eastern side of the site. Note that the eastern portion of the wall has been eliminated and replaced with a typical 6" concrete curb. • Will the proposed new retaining wall have an underdrain? Yes, the wall will have an underdrain along the base of the north side of the wall. The depth of the underdrain will range from 1 to 2' below the existing grade. Blackbay VIII has entered into an agreement with South Burlington Realty (SBR) to allow the drain to be daylighted to SBR lands. SBR has agreed to maintain this outlet when development of its property occurs. • Provide a description of where water discharging from the subsurface infiltration systems will flow during large storm events. During events larger than the 10-year event, runoff from the rooftop infiltration trenches will overflow via sheet flow to the Market Street ROW and be collected in a downstream catch basin of the municipal collection system. The infiltration chamber system overflow has been designed with two future potential connection options: 1.) A 15" overflow pipe to convey runoff to the west to overflow to the adjacent property, which is owned by South Burlington Realty. This overflow is only active during rainfall events larger than the 10-year event. This arrangement has been agreed to by South Burlington Realty. 2.) A second future overflow pipe will be installed to the edge of the Market street roadway and capped. This pipe been designed to allow a direct connection to the future drainage collection system at Market Street. Both the pipe to SBR lands and the pipe connection to the City system discharge form the same control structure, so outlet characteristics are the same, regardless of discharge point. It should be noted that in the interim period where the South Burlington Realty lands are not yet developed and the City's Market Street Project has not been built, both outlet pipes will be capped in order to detain additional runoff. This arrangement results in complete infiltration of the 25-year event. This is demonstrated in the accompanying "Blackbay Interim Q25" model which shows no overflow from the system with the pipe outlets eliminated from the model. As part of this review, the applicant hereby requests written confirmation to be included in the zoning approval documents that allows the future pipe connection to the future municipal storm collection system along Market Street. Please let us know if any additional information is required in support of this request. There is an area designated for snow storage at the east end of the property. Where will snowmelt from this area flow? The grading in this area has been adjusted to ensure that runoff flows west onto the Blackbay property. Please refer to sheet C1.3. • The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance structures on -site. The applicant has no objection to this condition. This concludes our responses. We appreciate your review of this submittal and please feel free to contact our office with any questions or if any additional information is required. Thanks, Peter Peter Smiar, P.E Civil Engineering Associates, Inc. 10 Mansfield View Lane So. Burlington, VT 05403 p: (802) 864-2323 x309 f: (802) 864-2271 e-mail: psmiara-cea-vt.com Blackbay Ventures Vill, LLC Landscape Review 6/25/14 • Tree and Shrub Planting Details and Specifications need to be included in plans • Specify that parking lot islands/bumpouts must be filled with quality planting soil to a depth of 2.5 feet to provide adequate soil volume to support tree growth • Sugar Maple is not very tolerant of parking lot/street tree conditions. Recommend a different species • Boxwood is not recommended for use bordering sidewalk on Rte. 116. Will likely incur heavy damage from snow plowing/salting operations • Yews along sidewalks will require precautions to protect against salt damage in winter 2/2/15 All above recommendations have been adequately addressed P u b lio c NO` t lie c e s �•svuiCi r andidacy PUBLIC HEARING NOTICE Tax Increment Financing District Financing Plan' SouthBurlington City Council • Tuesday, February 17, 2015, 7 p.m. PLEASE TAKE NOTICE THAT the South Burlington City Council will hold a public hearing in the South Bur- lington City Hall'„ 575 Dorset Street, South Burlington, Vermont'on Tuesday, February'17, 2015, at 7 p.m. to obtain public comments regarding the proposed Tax IncrementFinancing District (TIF District) Financing Plan for the TiF District South Burlington, VT (City Center TIF District Financing Plan). The purpose of the City Center TIF District Financing Plan is to plan how public improvements in City Center will be financed using TIF district revenue (tax incre- ment). The City is required to submit this Financing Plan to Vermont Economic Progress' Council for approval. The proposed TIF District Financing Plan contains the following sections: Changes to the TIF District Plan; Public Improvement Projects and Estimated Costs; Projected Future Real Property Development; Projected TIF District Tax Increment Revenues as a Result of Future Development in the TIF District; and Projected Finance Tools. Terms and Structures to Finance Public Projects. The City Center TIF District Financing Plan sets the course for how the City may finance future public infrastructure such as Market Street, Garden Street, Dumont Park or Public Facilities in City Center. It is not binding; however, should the City choose to use a different debt instrument or build a different project then in the Financing Plan, the City will need to go back to the Vermont Economic Progress Council to request an Amendment. The Financing Plan must be approved before the City may ask approval from the voters to fi- nance any individual project using TIF District revenues. The full text of the City Center T IF District Financing Plan may be viewed online on the City's website (www. sburi.com) or in the Clerk's Office at 575 Dorset Street, South Burlington, Vermont after Friday: January 30, 2015. Ilona Blanchard Project Director' January 22, 2015 PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board 275 seat standard restaurant, 2) a 71 room hotel will hold a' public hearing in the Police Department (Comfort Suites), and 3) an 89 room hotel, The amend - Conference Room, 19 Gregory Drive, South Burling- ment consists of; 1) razing the 275 seat restaurant ton, Vermont on February^17, 2015 at 7:00 P.M. to building, 2) constructing 11,242 sq. ft. retail building. consider the following: and 3) constructing is 10' X 55' detached accessory structure, 1 Dorset Street. Final plat,; application #SD-15-01 & #DR-14-05 of Blackbay Ventures ViII, LLC for a planned unit de- Tim Barritt, Chair velopment to: 1:) remove an existing single family South Burlington Development Review Board dwelling, 2) construct four (4) three (3) unit multi -family dwellings, and 3) establish boundary line with adjoining Copies of the applications are available for public in - property, 135 Hinesburg Road. spection at the South' Burlington CityHall. Participation in the local proceeding is a prerequisite to the right to Final plat application #SD-15-02' of Halvorsen Devel- take any subsequent appeal opment to amend a previously approved planned unit development consisting of: 1) a 9,356 sq.'ft January 29, 2015 Eye on the Prize er Information . worked in the CONTINUED FRONI PAGE 3 ly the Assistant as in Williston, nificant economic and societal :on responded, change. Clearly, too, is the need my hometown, for the small-scale individual and . responsibility. community actions that, taken )ur friends and together, add up to big changes for the better. Confronting our climate and energy challenges IS about light bulbs, it is about insulation, and it is about solar it arrays and heat pumps and wind turbines. South Burlington's par- sbvt.tom ticipation in the Energy Prize )erftcom competition is proof that com- munities such as ours can make significant reductions to not only our own energy impact but also CROSSWORD SOLUTION SUDOKU SOLUTION 00000©00©'. 000 000 0©0 ©©©©no 000 I00000000© Do00©0000 ©0©00u00a 0©00© O= 000000000 a00o©Do0© CE the rot 80, CIL zer sec tur tag opi Pd (01 EU Eln in len an( teri 08E FU' fray sc�sati� , Plan Transmittal Form To: Fire Department/ Department of Public Works From: Ray Belair Date Transmitted: 01/27/15 Comments Due: February 9, 2015 Project Description/Meeting Date: Final plat application #SD-15-01 & #DR-14-05 of Blackbay Ventures VIII, LLC for a planned unit development to: 1) remove an existing single family dwelling, 2) construct four (4) three (3) unit multi -family dwellings, and 3) establish boundary line with adjoining property, 135 Hinesburg Road. Other Notes: Meeting date is 2/17/15 - Survey Notes - 1. Purpose of this survey and plat are to: 3. Survey was performed during January 2014 consisting of a a.) retrace the existing boundaries of two parcels of land conveyed closed -loop traverse conducted with an electronic total station W Biackbay, Ventures Vill, LLC by deed of Michael A. Peters, dated instrument Bearings shown are from Grid North, Vermont October 25, 2013 and recorded in Volume 1192 Page 45 of the Coordinate System of 1983, delved from our GPS observations on South Burlington Land Records; b.) to depict the combining of those or adjacent to the site. two parcel& into one; and c.) depict a boundary agreement between said Blackbay and South Burlington City Center, Inc. 4. Iron pipe found are labeled with inside diameters. Concrete monuments found are 4" square in crosseection. Proposed 2. The line between Slackbay Ventures VII, LLC and South concrete monumerM shall be 4" square with aluminum disks Burlington City Center, Inc. was shaven differently an recorded plats. stamped "Civil Engineering Asa-- VT LS 597". The new line shown is based upon an agreement between the two parties. 5. UBlities shown do not purport to constitute or represent ALL utilities located upon or adjacent to the surveyed premises. 6. Hinesburg Road width described in Town of Burlington Highway South Burlington 8 Roads Volume 1 Pages 34-35 (1822). City Center, Inc. ; V. 853 A 222 s' coal Re/Plats CBF S62'05'43_Vs- 345'd - - - - - - - - — <-iDDorset $L ( 90, MARKET STREET 80, 1 BO' - W Wide City R.O.W V. 8B7 P. 143 (18BTJ _ _ _ SouU Budh9tm rYYIrWYy� S07'32'21'E N82'OS'43'E SAV �wun _ W 5 �N82'05'43'E — - -- — — 345Aa' So, Burlington City Center, Inc. Line pW Ref. V. 853 P. 222 , Plata e @ C B/ackba Ref. Plats C & F 8 J Ventures Vill, LLC 3 / V. 1192 P. 45 Ref. PIatA p� Adpsted Line Total Adjusted Par S/i 6, (2614 Agreement) Tax Parcel ID 33,245 s.f. Rei. slat A �v ///--- 0860-00137 Tax Parcel ID 0450-DDDD2 smyst I dlbya 4toy SG 2lay A M.F. Moore S. Chooses A. & L. Parker C. C, penter V. 335 A 81 I V. 469 P. 133 1 V. 727 P. 484 V. 433 P. 581 Rafft!D Ral.Pwn _ Pet. PlatD par Plat D e...— RECEIVED FOR RECORDING IN THE LAND RECORDS�F'f}- - C17Y OF SOUTH BURLINGTON, VERMONT, AT -ss O'CLOCK ON THE DAY OF 20 ATTEST.' . CITYCLERK APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CRY OF SOUTH BURLINGTON, VERMONT, ON THE DAY Of 20— SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS DAY OF , 20 BY CHAIRPERSON To the best of my knowledge and belief this plat depicts the =11s; of a survey conducted by m as described in 'Survey Not-' above, based upon our anaysis of WM records end evidence found in the field. Existing boundaries shown are In substantial nromanae wilt, me racorde, axaept as noted. This plat is in s.bsfendal compliance with 17 VSA 1403, 'Reca ding of Land Plato'. This Wartement valid only when accompanied by my original signatureend seal. ima yR. cowan VT LS597 z1a � A I I o C 113 Hinesburg Rd. Chastenay Estates, Inc. g '� L� I V. 801 P. 357 Ref. P/at E M+TI I m faaaq I � � I � I W # Sr 'p �/ I miP� mIm R7c�kwood bow a lows I O 143'E�\ I i Tax Parcel Y 0860-00135 WI al I of 1W INuaGap M. �I Blackbey il^tures Vill, LLC r2 P. 45 Ref. PWA SS2'08'32'V 120.17' 13B Heesdxp Rd. B.F. Bolton V. 3455 � "Of. Plat t D GRAPHIC SCALE so ( D1 FEET ) 1 Inch = 30 1L -r— all' I S07'28't9'E / O Racreol Path Eaaetionamen 0.01.141 TRC I Add Rec. Path Easement 2.21.141 TRC I Add Survey Note 6 Data Ch'k'd Revision Drown by SEA Data FEB, 3. 2014 Checked by TRC Scale 1, mm 3U Approved by 7RC Project No. 13247 132 Hinesburg fltl. Bell Mn t., I WeLP. Sze — w I 1ss Wrwbra9 Rd J.H. Spooner V. 595 P. 4sa - Location Map - NOT to SCALE - Referenced Plats - A. "1 Let Subefterwn of Property Belonging to Joanna Cuba's Jenanr. last revised 112111978, by Palmer Company, Ltd. Map SlIds 124. B. 'Corporate Circle _. South Buningfon Really Corp., Property Dew, dated April 1981, by WebsterAlalin, Inc. Not of Record. C. 'CeMonere code ... scull, Burlington Really Corp., Site Plan", dated September 1981, by VAbwer-Mw1h, Inc. Map Slide 154. D. 'Plan of Property of Hany & Came 8anett', dated July 5, t946, by Hoag - Slone &Associates. Map SkW4. E. "Edmurd A. & Stage G. Ch.-nay Property', dated January 1982 by W.A. Robenstien. Map Side 119. F. "Land W be Purchased from the McKenna Estate by the Venrads Corp.", circa 1968, by unknown. Map Book W Page 99. - Easement Note - Proposed 20 wide easement to the City of South Burlington for future recreational path. 142 Rlnesbwg Rd Roman Catholic Diocese I V. 309 A 200 1 - Legend - SUBJECT PROPERTY (LOT) LINE — — OTHER PROPERTY LINE (APPROX.) — — — — — — — — — TIE UNE ONLY —a— — — — o RO OVERHEAD WIRES IRON PIPE FOUND axp CONCRETE MONUMENT FOUND a.p CONCRETE MONUMENT PROPOSED o UNMARKED ANGLE POINT `Q, UTILITY POLE Boundary Adjustment Plat for. Black Bay Ventures Vlll, LLC and South Burlington City Center, Inc. 135 & 137 Hinesburg Road, South Burlington, Vermont CIVIL ENGINEERING ASSOCIATES. INC. IBA 1 10 AVINSFIELD VIEW LANE, SOUTH BURLINGTON, Vr 05403 boz- 1-123 FAX: 902-8da2271 web: www.cee-utter , b sa>var l— 1 CreI I tt V FOR INTERNAL USE ONLY WWA Permit # t 4- 36 CITY OF SOUTH BURLINGTON APPLICATION for WASTEWATER ALLOCATION *Items marked with an asterisk must be filled in by ALL applicants *APPLICANT INFORMATION Applicant: W G C Ic Contact Person: Veol,,(PS - I , LL L Mailing Address: P-0_ a",: y1 &-) ( LA C I ��� �, UT 05406 Telephone & Fax for Contact Person: Aa --01 G 6 Property Owner Name (if not applicant): S �Dkt'� .11 Property Owner Mailing Address: SUNK A c,eph'cC,,1 *Physical Location of Project: *SWature of Applicant *Signature of Property Owner (Both applicant and property owner MUST sign the application!) *Project Information If the project is a single-family home, please check one: =lNew Existing If not a single-family home, project name: U - LA M � *Application or Permit Numbers: (from Planning & Zoning office) # sD - l L-_1C Engineer's Information for flows over i,000 gpd Name of Engineer: _ C� Strvf Vx k Firm: C L , i t'cr,r Assoc w VP Mailing Address: t U v, r� L�"I { Phone & Fax: ��H - 3i 6 71 - PE License #: 5Z2— *Flow Calculations (You may substitute an engineer's calculation or letter for the information requested below) �• __L __. ,.l L..-..7 ,..�..mc �"A ttnitc rpriiiPRtM. For resiaennai I Number of V CVIJ 11.7L 11 UlLl v� a Number of Units vi v ---- ---- Gallons per day Total Flows Bedrooms X er unit = 1 10 2 or more 210 TOTAL mS For commercial and industrial projects, list existing and proposea tenanrs, uses dllu cows: Tenant/ Type of use Number of Flows per Other Total Business seats, SF, etc X unit Adjustments Flow TOTAL *Total development wastewater flow requested: Z- Z L gallons per day Flow characteristics (for commercial and industrial projects) Volume: Flow rate: Strength: Please do not write below this Iine Application & Recording Fee received: Name Date Receiving Plant: 'rport Pkwy Bartlett Bay City Center District: Yes o Approved by Water Pollution Control Department (Commercial and Industrial Projects) Director of�Wa r Pollution Control J Preliminary allocation issued: Director of Planning and Zoning 1V Date (payment of fee is not required) 10 Date Final allocation issued: (payment of fee is required, either in full or pro -rated for projects with multiple zoning permits involved) Director of Planning and Zoning Final allocation expires (Date) Date with permit # Zoning permit issued with permit# (Date) Associated WW connection permit (if applicable) # For extensions of Final Allocation Only EXTENSION GRANTED 5o% EXTENSION FEE PAID to (Date) (Date of Expiration) (Date) (Amount) dshenk@shenkenterprises.com�� d d rc5 SN. '<< Q ups 4 From: Peter Smiar <psmiar@cea-vt.com> Sent: Friday, November 07, 2014 3:20 PM To: 'Tom Dipietro' Cc: dshenk@shenkenterprises.com Subject: RE: BlackBay Ventures VIII, 135 Hinesburg Road - Stormwater Submittal and Responses to DPW Comments Hi Tom, To my knowledge, the project doesn't have a hearing date yet, but I have CC'd David to see if he can provide more info. Thanks, Peter Peter Smiar, P.E Civil Engineering Associates, Inc. 10 Mansfield View Lane So. Burlington, VT 05403 p: (802) 864-2323 x309 f: (802) 864-2271 e-mail: osmiar(@cea-vt.com From: Tom Dipietro [mailto:tdipietro@sburl.com] Sent: Friday, November 07, 2014 3:14 PM To: psmiar@cea-vt.com Subject: RE: BlackBay Ventures VIII, 135 Hinesburg Road - Stormwater Submittal and Responses to DPW Comments Thanks Pete. When are you on the DRB calendar? Thomas J. DiPietro Jr. Deputy Director Department of Public Works City of South Burlington Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Peter Smiar [mailto:psmiar@cea-vt.com] Sent: Wednesday, November 05, 2014 5:20 PM To: Tom Dipietro Cc: dshenk@shenkenterprises.com; John Logan; Justin Rabidoux; ray Subject: BlackBay Ventures VIII, 135 Hinesburg Road - Stormwater Submittal and Responses to DPW Comments Hi Tom, Thanks for meeting with us last week to review this project. Please see below responses to your stormwater related review comments embedded in the original message in blue. We are submitting this information in conjunction with the Final Plat application for the project. The final application is being submitted to zoning shortly. Please see attached stormwater treatment plan sheet and details, updated grading plan, and attachments to support the responses below. Tom DiPietro Wrote: I reviewed the Blackbay Ventures VIII, LLC, "12 Unit Housing Project", located at 135 Hinesburg Road. The project plans were dated March 26, 2014 and last updated on April 25, 2014. I'd like to provide the following comments: • The project is on a 0.76 acre lot. The state of Vermont Department of Environmental Conservation (DEC) requires that projects creating greater than 1 acre of impervious area obtain a 3-9015 stormwater permit. Projects that disturb greater than 1 acre of land are required to obtain a Construction General Permit from Vermont DEC. It does not appear that this project will be required to obtain either of these state permits. No operational permit will be required by the DEC. The project will however require coverage under GP 3- 9020 for runoff during construction activity since there is disturbance proposed within the City ROW along Market Street and on the adjoining lot to the west, which places the total disturbance over the 1 acre DEC permitting threshold. It is expected that the project will qualify as a Low -Risk category project under the 3- 9020 permit program. • In order to evaluate the proposed stormwater drainage system, the applicant must provide the following additional information: • Hydrologic modeling for the stormwater drainage system. I'd be interested in reviewing modeling results for the 1 year, 10 year and 25 year storm events. Overall System Description The proposed stormwater system has been designed to infiltrate all runoff from the proposed project during the 10 —year storm event (3.2 , 24-hr). This is accomplished by directing runoff from the rear half of the building rooftops, rear sidewalks, and rear parking lot to an underground infiltration system located under the parking lot at the southwest corner of the property. Runoff from the front half of the rooftops (along Market Street) will drain directly to the proposed drip edge infiltration trenches. In the event that gutter and downspouts are required to collect runoff, a 6" storm collection line will be installed along the front of the buildings in order to provide a connection point to the infiltration chamber system. The western portion of the proposed entry drive (900 sf) will sheet flow to the existing forested disconnection area located to the west of the project. From here, runoff travels approximately 600' across infiltrative sandy soils with very flat slopes and frequent surface depressions. As such no increase in runoff to Potash Brook is expected due to this arrangement. Once the South Burlington Realty lands are developed, this runoff would be routed to the treatment system of the SBR development. Modeling Please find attached "Black Bay Proposed" modeling results for the 10 and 25 year storms. The underground chamber systems and drip edge infiltration trench have been sized to infiltrate the 10— year storm event. The infiltration drip edge has been sized based upon a typical contributing drainage area of building rooftop that drain toward the ROW. Generally half of the building rooftop area drains to the infiltration drip edge. The drip edge has been sized per foot length of rooftop in the attached modeling. Note that the capacity of the treatment system has been increased above the required 10-year storm flow treatment target in order to provide treatment for a portion of the proposed Q-25 runoff volume. During the South Burlington Q-25 event (4.0" in 24 hours), the pre -routed runoff peak discharge rate from the site is 3.6 cfs (before treatment). The system provides partial infiltration and K peak flow detention to provide a discharge rate of 1.3 cfs during the Q-25 event. This exceeds the stormwater treatment standards established in the city codes. Existing conditions runoff modeling is not included for this project due to the fact that runoff calculations for the underlying Adams loamy sands with forested land cover result in runoff rates very close to zero. For the purposes of this design the existing runoff rate during the 10 year event is taken to be zero. As requested during our recent meeting, please find attached a hydrocad (.hcp) file for inclusion into the model for the Market Street redevelopment project. o Information related to existing soils. Two test pits are shown on sheet C1.0 . Information related to these test pits should be provided as well as the results of any infiltration testing that took place. Two soil test pits were performed by CEA in the area of the proposed infiltration systems. The results of the test pits have been added to the accompanying sheet SW1-Proposed Stormwater Treatment Plan. The design infiltration rate is based upon the lower range of values achieved via field testing associated with a geotechnical report by GeoDesign dated 7-19-13 for the Market Street Reconstruction Project (see accompanying relevant pages) which established a field infiltration rate of 14.2 in./hour at a test location on the north side of Market Street. The proposed design for the Blackbay project uses a factor of safety of 2 (design rate=7 in./hour) for the proposed system. These infiltration rates are consistent with other projects that we have undertaken in Adams soils. o Elevation information for the following: ■ Building foundation drain and foundation drain outlet. The foundation drain outlet has been added to the proposed plans. The elevation of this outlet where its daylights is 315.0'. This allows for a foundation drain elevation at the buildings at approximately 9' below the first floor finished floor elevation, which corresponds to the anticipated basement slab elevations. ■ Subsurface infiltration system bottom elevation. There are two infiltration system chamber beds, system #1 has bottom elevation of 317.0' at the bottom of the stone layer, system #2 has a bottom of stone elevation of 318.4'. These systems were designed to follow the contours of the groundwater table across the site (with typical 3' separation) ■ Existing groundwater elevation. The existing estimated seasonal high groundwater elevation is 313.0' at TP#1, and 315.3 at TP#2. The GeoDesign Market Street report referenced above features a high water table depth of 310.8' at TP#4, which indicates a gradient to the north and west away from the Iby Street homes and toward the Potash Brook Tributary, which has a water surface elevation of approximately 303' at the outlet of the culvert under Market Street. Please find attached GeoDesign map Exploration Location Plan Figure 2 dated 7-18-13 with CEA notes added. 0 Provide information related to the depth of stone beneath the underground infiltration facility. The depth of stone under the proposed infiltration chambers is 6", please refer to accompanying detail sheets C2.2 and C2.3. There is a "Drip Edge at Building w/ Underdrain" detail on sheet C2.0 and a "Drip Edge & Foundation Drain Detail" on sheet C2.1. Please clarify which will be used. The detail on sheet C2.1 shows a sand layer and impermeable liner that is not present in the detail on sheet C2.0. We apologize for confusion with the multiple details, we had been exploring different options for how to best treat roof runoff along the Market Street side of the project. To keep things simple we have opted for a simple stone drip edge trench along the drip line of the buildings (See detail sheet C2.0). The proposed infiltration trench drip edge does not have an underdrain in order to maximize infiltration. • Provide elevation information for the proposed new retaining wall on the property's southern boundary. Top and bottom of wall elevations have been added to the proposed grading plan. The wall ranges from 5.5' at the western portion of the wall to 1.5' toward the eastern side of the site. Note that the eastern portion of the wall has been eliminated and replaced with a typical 6" concrete curb. • Will the proposed new retaining wall have an underdrain? Yes, the wall will have an underdrain along the base of the north side of the wall. The depth of the underdrain will range from 1 to 2' below the existing grade. Blackbay VIII has entered into an agreement with South Burlington Realty (SBR) to allow the drain to be daylighted to SBR lands. SBR has agreed to maintain this outlet when development of its property occurs. Provide a description of where water discharging from the subsurface infiltration systems will flow during large storm events. During events larger than the 10-year event, runoff from the rooftop infiltration trenches will overflow via sheet flow to the Market Street ROW and be collected in a downstream catch basin of the municipal collection system. The infiltration chamber system overflow has been designed with two future potential connection options: 1.) A 15" overflow pipe to convey runoff to the west to overflow to the adjacent property, which is owned by South Burlington Realty. This overflow is only active during rainfall events larger than the 10-year event. This arrangement has been agreed to by South Burlington Realty. 2.) A second future overflow pipe will be installed to the edge of the Market street roadway and capped. This pipe been designed to allow a direct connection to the future drainage collection system at Market Street. Both the pipe to SBR lands and the pipe connection to the City system discharge form the same control structure, so outlet characteristics are the same, regardless of discharge point. It should be noted that in the interim period where the South Burlington Realty lands are not yet developed and the City's Market Street Project has not been built, both outlet pipes will be capped in order to detain additional runoff. This arrangement results in complete infiltration of the 25-year event. This is demonstrated in the accompanying "Blackbay Interim Q25" model which shows no overflow from the system with the pipe outlets eliminated from the model. As part of this review, the applicant hereby requests written confirmation to be included in the zoning approval documents that allows the future pipe connection to the future municipal storm collection system along Market Street. Please let us know if any additional information is required in support of this request. There is an area designated for snow storage at the east end of the property. Where will snowmelt from this area flow? The grading in this area has been adjusted to ensure that runoff flows west onto the Blackbay property. Please refer to sheet C1.3. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance structures on -site. The applicant has no objection to this condition. This concludes our responses. We appreciate your review of this submittal and please feel free to contact our office with any questions or if any additional information is required. Thanks, Peter Peter Smiar, RE Civil Engineering Associates, Inc. 10 Mansfield View Lane So. Burlington, VT 05403 p: (802) 864-2323 x309 f: (802) 864-2271 e-mail: psmiar(cDcea-vt.com Plant Schedule Landscape Budget 135 Hinesburg Road South Burlington, VT 05403 11812015 Quantity Ke Botanical Name Common Name Size Price Cost BB/Con Trees decidious 7 QR Quercus rubra Red Oak 2-21/2" $ 900 $ 6,300 BB 7 CP Cornus alternifolia Pagoda Dogwood 5-6' $ 350 $ 2,450 BB 3 CM Cornus rn.'Golden Glory' Golden Glory Dogwood 2" $ 700 $ 2,100 BB Trees (evergreen) 4 OF obtusa Fillicoides Ferns prayFalsecypress 4-5' $ 570 $ 2,280 BB 64 TT thu a Tec:hn Mission Abrobitae 4-5' $ 85 $ 5,440 BB Deciduous Shrubs 8 MP M rica pensylvanica 'Nordic' Nordic Bayberry (semi -evergreen) 18"-24" $ 120 $ 960 BB or Con 17 CH Cotoneaster horizontalis Rockspray Cotoneaster #3 $ 75 $ 1,275 Con 2 HA H dran Esa arborescens 'Annabelle' Annabelle Hydrangea 4-5' $ 250 $ 500 B&B 5 Si S irea jonica'Neon Flash Neon Flash S irea #7 $ 120 $ 600 Ever reem Shrubs 7 AZ Azalea Northern Light Series 18"-24" $ 60 $ 420 BB or Con 10 BS Boxwood - Green Velvet Buxus Microph Ila 18"-24" $ 95 $ 950 BB or Con 3 TBR Taxus baccata Repandens Creeping English Yew 18"-24" $ 125 $ 375 BB 32 TMD Taxus media densiformis Dense Spreading Yew 18"-24" $ 125 $ 4,000 BB 3 RRE Rhododendron roseum ele ans Roseum Elegans Rhododendron 34 $ 350 $ 1,050 BB 5 JPN Juniperus procumbens'Nana' Dwarf Japanese Garden Juniper #3 $ 75 $ 375 2 PJM Rhododendron compact clone Compact P.J.M. Rhododendron 2' $ 150 $ 300 BB 6 IG Ilex glabra'Shamrock' Shamrock Inkber #5 $ 170 $ 1,020 Total Cost $ 30,395.00 FORM 911 VERMONT WARRANTY DEED �� 4 �Itat South Burl uigton Realty Corporation, a V"ermont Corporation with office and principal place of business at South Burlington in the County of Chittenden and State of Vermont. Grantor , in the consideration of paid to it' s full satisfaction by Ten and more dollars ....... Dollars The City of South Burlington a municipality in the County of Chittenden a State of Vermont Grantee by these presents, do r ely 05tar. (6tent. *2 11' 11"vell Anti m Tollft unto the said Grant ee The City of South Burlington. 5 and its successorsand assigns forever, a e4ain piece of land in The City of South Burlington in the q my of Chittenden and State of Vermont, described as mows, viz: CORPORATE WAY i DESCRIPTION. 1 n A parcel of land located in the City of South Burlington, County of jipaittenden, State of Vermont, as shown on Webster -Martin, Inc. Site an dated Setpember 1981 and more particularly described as follows: 16870143 Beginning at an iron pipe located in the werterly right-of-way of Hinesburg Road, said iron pipe being the southeasterly corner of proper y now or formerly owned by Lahoue; thence proceeding from said iron pipe N79001'30"W in and along the southerly property line of Lahoue for a distance of three hundred forty-five and zero hundredths feet (345.001) to a concrete monument, said concrete monument being the southwesterly corner of property now or formerly owned by Lahoue; thence proceeding from said concrete monument S11025126"W for a distance of four and nine y nine hundredths feet (4.99') to a point; thence proceeding from said point 1i79o01'30"W for a distance of three hundred five and zero hund- redths feet C305.00') to a point; thence prodeeding from said point along curve number 1., said curve having a radius of two hundred sixty and zero hundredths feet (260.0011) and a length of two hundred thirty- three and seventy hundredths feet (233.70') to a point; thence proce- eding from said point N27031'30"W for a distance of five hundred twenty and forty-five hundredths feet (520.45') to a point; thence proceeding from said point PT27031'30"Ii,for a distance of one hundred and thirty hundredths feet (100.30') to a point; thence proceeding from said poin N27031'30"W for a distance of five hundred fifty-nine and twelve hund- redths feet (559.1211) to a point; thence proceeding from said point along curve number 2., said curve having a radius of three hundred forty and zero hundredths feet (340.001) and a length of three hundred twenty eight and eleven hundredths feet (328.111) to a point; thence proceeding from said point N82048142"W for a distance of four and six hundredths feet (4.061) to a point, said point being located in the easterly pro- perty line now or f8rmerl�y owned by Vermada, Inc.; thence proceeding from said point S22 3347'W in and along the easterly property line of Vermada, Inc. for a distance of sixty-two and twenty-three hundredths feet (62.23') to an iron pipe, said iron pipe being the southeasterly corner of property now or formerly owned by Vermada, Inc. and the north easterly corner of propertynow or formerly owned by Foley; thence pro ceeding from said point S82048144211E for distance of twenty-five and ninety-four hundredths feet (25.941) to a point; _thence proceeding fro said point aloL-g curve number 2., said curve having a radius of two hun - red sixty and zero hundredths feet (260.001) and a length of two hundre fifty and eighty-eight hundredths feet (250.88') to a point; thence proceeding from said point S27 31'30"E.for a distance of five hundred fifty-fou and forty-one hundredths fret (554.41) to a poi.xnt; thence proceeding from said dint S27031'30"E for a distance of one hundred and zero hundredths feet (100.00') to a point; thence proceeding from said point S 27 31'30"E for a distance of four hundred sixty-one and fifteen hundredths feet (461.151_) to a. point; thence proceeding from said poin S62028'30"W-for_a.distance of fifty and zero hundredths feet (50.00') t a point; thence proceeding from said point S27031'30"E for a distance f fifty and zero hundredths feet (50.00') to a point; thence proceeding '0144 i�n Mane _anb to MOO € ranted premises, with all the privileges and purtenances thereof, to the say. -Grantee The City of South Burlington its successors heirs and assigns, to their own use and behoof forever; .1nd it the said Grantor The South Burlington Realty Corporation for itselves and its heirs, executors and administrators, do covenant with the said Grantee The City of South Burlington heirs and assigns, that until the ensealing of these presents it is the sole owner of the premises, and have food right and title to conveu the same in manner aforesaid, that they are ffree Krum 3Eaerp £nrambrana: and it hereby engage to Warrant Aub 39efetib the same against all lawful claims whatever, South Burlington She TIiinenn Whereof. Realty Corporati er unto set its Ihan seal this 4 th day of Fe 19 :Jl up senre of Otate Of Vermant, .1t South Burlington this tBaunfu of Chittenden }®e° 4 th day of February .1. D. 19 82 QYY�si�N��Vi5871 PteSE��V�� duly authorized agent of the South Burlington Realty Corporation personally appeared, and he acknowledged this' %nstrument, by him sealed and subscribed, to be his free act and'd"eed5 and the free act and deed of South Burlington Realty Corporation. Before me ssion Erp� 10, w T I U ., ryry 6� — ti' 0)w O s ¢ 7 j ir Q W Z U LU a Z o W U W > O 0 Q W w 0 I a W U) W W Z 0 *Continuation of Prc X" description Warranty Deed between / South Burlington Realty Corporation and the City of South Burlington, Vermont. from said point 1562028'30"E for a distance of fifty and zero hundredths feet (50.001) to a point; thence proceeding from said Point S27031'30"E for a distance of thirteen and eighty-five hundredths feet (13.85') to a point; thence proceeding from said point along curve number 1., said curve having a radius of three hundred forty and zero hundredths feet (340.001) and a length of three hundred five and sixty-one hundredths feet (305.611) to a point; thence proceeding from said point S79001-30"E) for a dis- tance of three hundred four and sixty-seven hundredths feet (304.67') to a point; thence proceeding from said point S11025'26"W for a distance of four and ninety-nine hundredths feet (4.991) to a con- crete monument, said concrete monument being the northwesterly corner of property now orformerly owned by Parks; thence proceeding from said concrete monument S79001'30"E in and along the northerly property line of Parks for a distance of three hundred forty-five and zero hundredths feet (345.001) to an iron pipe, said iron pipe being the northeasterly corner of property now or formerly owned by Parks and located in the westerly right-of-way of Hinesburg Road; thence proceeding from said iron pipe 1111o25'41"E in and along the westerly right-of-way of Hinesburg Road for a distance of eighty-nine and ninety-eight hundredths feet (89.981) to an iron pipe at the point of beginning. propertN Transfer Tax Vermont 32 V.S.A. Chap 231 ET CKNO�Lo DGEMENTEC.' aURN PLANSACT.GERLRECS VTLAWUSE&AEVEtDBOAR Return —�! Date �' Vol 176 Paee �,90 OFFS IRREVOCABLE DEDICATION Pa Agreement made this 17thday of November, 1981 and between South Burlington Realty, Corp., a Vermont Corporation, (hereinafter referred to as "OWNER") and the City of South Burlington (hereinafter referred to as "CITY"). WITNESS: 1dFiEREAS the CITY Planning Commission has approved a final sub- division Plat for the Corporate Circle Development; and W1HEREAS, final approval of the Planning Commission dated November 17 , 1981 contained a condition that the developer was to prepare a deed and an Offer of Dedication to the CITY for Corporate Way a Roadway; and WID;REAS, the above -described property is to be deeded and dedi- cated to the CITY, free and clear of all encumbrances, pursuant to said final approval and final Plat; and WHEREAS, the 011NER has delivered a warranty deed to the CITY for Corporate Way, above -described. NOW TBEREFORE, in consideration of the CITY Planning Commission's final approval and in further consideration of Ten Dollars ($b10.00) in lawful money paid by the CITY to the OWNER, and other good and valuable consideration, it is hereby convenanted and agreed as follows: 1. The OWNER has delivered to the CITY a Warranty Deed for the roadway entitled Corporate Way, an unexecuted copy of which is _ attached hereto as Exhibit A, said delivery constituting a formal offer of dedication to the CITY to be held by the CITY until the acceptance or rejection of such offer of dedication by the Council of the CITY, or its successor legislative body; and 2. The OWNER agrees that said formal Offer of Dedication is irrevocable except as herein noted and can be accepted by the CITY at any time; and 3. This irrevocable Offer of Dedication shall run with the land and shall be binding; upon all assigns, grantees, successors and/or heirs of the 01-MER; and 4. In the event the OF11]ER does not commence construction of the Corporate Circle Development within the timeframes allowed by CITY approvals, the CITY agrees it shall not accept this offer of dedication, and shall return to the 0WNER the Warranty Deed referred to herein. I 01. 176 Page 491 Page 2 of 2 �_AQA.4;" STATE OF VER.MONT CHITTENDEN COUNTY,SS. South Zurlinaton Realtv'Cozas Its Duly A7rthorized _Agent i- CITY OF SOUTH BURLINGTON By: et) GP Its Duly A,", rized Agent At Burlington this 4 th day of February, 19a2, Randall G. Munson, preyfi{c�C� , Duly Authorized Agent of South Burlington Realty Corporation personally appeared, and he acknowledged the above instrument, by him subscribed, to be his free act and deed, and the free act and. deed of South Burlington Realty Corporation. Before me, �{1-p,��„�Ln.t✓ Notary Publi ' ; Pi it 4 lu, Ij1i:3 STATE OF VERMONT CHITTENDEV COUNTY, SS. s ow�r, At Burlington this ' ' day of February, 1982 Duly Authorized Agent of City of South Burlington personally appeared,,'ard he- -.acknowledged the above instrument, by him subscribed°to be his*:free act and deed, and the free act and deed of Soul Burlin6ton'"Realty Corp. Before me,;'1 act Notary Public ol. 1761 age #92 - vrp5l0,`/\1 no 0 l,lict South Burlington Realty Corporation, a Vermont Corporation with office and principal place of business at .VX South Burlington in the County of Chittenden and State of Vermont Grantor ,tin the consideration of ...... Ten and more dollars ....... Dollars paid to it's full satisfaction by The City of South Burlington a municipality in the County of Chittenden and State of Vermont Grantee , by these presents, do freely (Bine. (Bran!. Bell, (Qnnunt Anil Qlanftm unto the eaid Grant ee The City of South Burlington and its successorsand assiins forever, a certain piece of land in The City of South Burlington in the County of Chittenden and State of Vermont, described as follows, viz: CORPORATE WAY DESCRIPTION. A parcel of land located in the City of South Burlington, County ofl Chittenden, State of Vermont, as shown on Webster -Martin, Inc. bite Plan dated Setpember 1981 and more particularly described as follows: Beginning at an iron pipe located in the werterly right-of-way of Hinesburg Road, said iron pipe being the southeasterly corner of proper, now or formerly owned by Lahoue; thence proceeding from said iron pipe N7900113011W in and along the southerly property line of Lahoue for a distance of three hundred forty-five and zero hundredths feet (345.00') to a concrete monument, said concrete monument being the southwesterly corner of property now or formerly owned by Lahoue; thence proceeding from said concrete monument S11025'26"W for a distance of four and nine nine hundredths feet (4.991) to a point; thence proceeding from said point N79001130"W for a distance of three hundred five and zero hund- redths feet (305.00') to a point; thence prodeeding from said point along curve number 1., said curve having a radius of two hundred sixty and zero hundredths feet (260.0011) and a length of two hundred thirty- three and seventy hundredths feet (233.70') to a point; thence proce- eding from said point N27031130"W for a distance of five huncred twenty and forty-five hundredths feet (520.45') to a point; thence proceeding from said point YQ27031'30"W for a distance of one hundred and thirty hundredths feet (100.301) to a point; thence proceeding from said poin N2703113011W for a distance of five hundred fifty-nine and twelve hund- redths feet (559.1211) to a point; thence proceeding from said point along curve number 2., said curve having a radius of three hundred fort, and zero hundredths feet (340.00') and a length of three hundred twenty eight and eleven hundredths feet (328.111) to a point; thence proceedi from ,said point N8204814211W for a distance of four and six hundredths feet (4.06') to a point, said point being located in the easterly pro- perty line now or formerly owned by Vermada, Inc.; thence proceeding from said point S22 33147"W in and along the easterly property line of Vermada, Inc. for a distance of sixty-two and twenty-three hundredths feet (62.23') to an iron pipe, said iron pipe being the southeasterly corner of property now or formerly owned by Vermada, Inc. and the north easterly corner of property now or formerly owned by Foley; thence pro reeding from said point 382048142"E for a distance of twenty-five and ninety-four hundredths feet (25.941) to a point; thence proceeding fro said point along curve number 2., said curve having a radius of two hun red sixty and zero hundredths feet (260.00') and a length of two hundre fifty and eighty-eight hundredths feet (250.88') to a point; thence proceeding from said point S27 31'30"E for a distance of five hundred fifty-fou-- and forty -ono hundredths feet (554.41) to a point; thence proceeding from said point 327 31'30"E for a distance of one hundred an zero hundredths feet (100.00') to a point; thence proceeding from said point S 27 3113011E for a distance of four hundred sixty-one and fiftee] hundredths feet (461.15') to a point; thence proceeding from said poin S62028'30"W.for a distance of fifty and zero hundredths feet (50.00') t( a point; thence proceeding from said point S27031'30"E for a distance (fifty and zero hundredths feet (50.00') to a point; thence proceeding "Continuation of Pro �y description Warranty Deed between r South Burlington Re, Corporation and the City of South P Burlington, Vermont. from said point N62028130"E for a distance of fifty and zero hundredths feet (50.00') to a point; thence proceeding from said point S27031'30"E for a distance of thirteen and eighty-five hundredths feet (13.85') to a point; thence proceeding from said point along curve number 1., said curve having a radius of three hundred forty and zero hundredths feet (340.00') and a length of three hundred five and sixty-one hundredths feet (305.611) to a point; thence proceeding from said point 579001130"E) for a dis- tance of three hundred four and sixty-seven hundredths feet (304.671) to a point; thence proceeding from said point S11025'2611W for a distance of four and ninety-nine hundredths feet (4.99') to a con- crete monument, said concrete monument being the northwesterly corner of property now or formerly owned by Parks; thence proceeding from said concrete monument S79001'30"E in and along the northerly property line df Parks for a distance of three hundred forty-five and zero hundredths feet (345.001) to an iron pipe, said iron pipe being the northeasterly corner of property now or formerly owned by Parks and located in the westerly right-of-way of Hinesburg Road; thence proceeding from said iron pipe,Nllo25'41"E in and along the westerly right-of-way of Hinesburg Road for a distance of eighty-nine and ninety-eight hundredths feet (89.981) to an iron pipe at the point of beginning. Received for Record February 19, 19R2 at 10:00 a.m. A.ttestCt\ CT'�Y CLFR Revised 912010 Interested Persons Record and Service List southhurfii g ton V E RM U 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)1 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: UC PLEASE PRINT CLEARLY! NAME I EMAIL ADDRESS U� MAILING ADDRESS PROJECT OF INTEREST C.,' �,! (/, �'l �✓I c S �) Pv� C � S�ICh �c e i t efflri srs�r'� , (/T DS 1 s��s{ Qq . �tJ � A�i N S—(G QC*,-gn- ``9 i Interested Persons Record and Service List south ualington V E R M ON Revised 912010 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_ 8 4471(r)_ i HEARING DATE: PLEASE PRINT CLEARLY! NAME EMAIL ADDRESS MAILING ADDRESS PROJECT OF INTEREST 60 u•cl�n � �i eA h cL c' r>r GeE/d C / 3 7< ✓ GL 1-1 e �a.v /'r L ' S may- a�� ' ci�� r 500 �./� •--r�-c�,v� C(, � , � PLC�t?�c t��f�'� l �L� �'( s?` 14 • (��r (Cf C v Revised 912010 P Interested Persons Record and Service List southhurlin ton V CAM ON 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 EMAIL ADDRESS MAILING ADDRESS PROJECT OF INTEREST Potvi'� � mL24 eJ�enL& f, U, (3a�c 413.2 VF C 5-106 &3V RJRIJ 8oL b SJ4 v. D 64k k, Pro5,� bl 1/ •S V 0 GV—eCe0--- t SiJ 23�, VOK -,� • Revised 912010 Interested Persons Record and Service List southburlhngtou V FR dR 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: PLEASE PRINT CLEARLY! NAME EMAIL ADDRESS MAILING ADDRESS PROJECT OF INTEREST l S\" A 'S �2, -4d ^qj�' _ KAI I�� cf�� � � e As south nrlington PLANNING & ZONING /v Permit Number SD-N- (office use only) APPLICATION FOR SUBDIVISION PLAT REVIEW E✓ Preliminary ❑Final PUD Being Requested? Ryes ❑No 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. I. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) Blackbay Ventures VIII, LLC - 226 Ridgefield Road, Shelburne, VT 05482 P 1 , _- i Irl 2. LOCATION OF LAST RECORDED DEED (Book and page #) V:1192 PG:45-47 3. APPLICANT (Name, mailing address, phone and fax#) Same as owner of Record. 4. CONTACT PERSON (Name, mailing address, phone and fax #) David Shenk, P.O. Box 4132, Burlington, VT 05406 P:238-0166 F:497-3195 a. Contact email address: dshenk@shenkenterprises.com 5. PROJECT STREET ADDRESS: 135 Hinesburg Rd. South Burlington VT 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-00135 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 (describe what you are proposing): The proposed protect includes the development of the existinq 0.76 ac. parcel at the corner of Hinesburq Rd. & Market St. that contains an existinq sinqle family residence The proposed development will include 4 proposed bldqs, containinq 3 units eE ul cJ Cd� �C`rEt jjII /7 IU L(,j rrv1. (��.L'1 rl r�ci .R,� i?i WtFi tf�c b. Existing Uses on Property (including description and size of each separate use): 5t"^ `` &°''h"`J CV 4 C"6' The existing property contains a single family residence that is accessed ' L" of off Hinesburg Road. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): The proposed development will consist of four buildings that will contain three residential units in each building. Each unit is proposed to have a footprint of 650 s.f. d. Total building square footage on property (proposed buildings and existing buildings to remain): The total proposed building square footage is 8,830 .sf. (4 building 9 1950 ea. + 180 s.f porch at unit closest to Hinesburq Road + 11 porches uurcnes UCV I / S.T. ea. = 8,830 s.f.) e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Pre -construction existinq grade to mid roof line = 32' averaqe. Each unit will be 2 stories with basements. f. Number of residential units (if applicable, new units and existing units to remain): 12 Proposed Residential Units g. Number of employees (existing and proposed, note office versus non -office employees): N/A h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Desiqn District 3 i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. Merqer of 2 parcels- Parcel # 0860-00135 (0.27 ac) and Parcel #0860-00137 tu..+u ac) wni De merged to create the proposed 0.763 ac parcel. Subdivision Application Form. Rev. 12-2011 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 0.76 ac / 33,228.8 s.f. (acres /sq. ft.) b. Building Coverage: 1,869.3 Existing square feet 5.6 Proposed 8,830.3 square feet 26.5 % c. Overall Coverage (building, parking, outside storage, etc): Existing 2,582.2 square feet 7•7 % Proposed 24,171.8 square feet 72.7 % d. Front Yard Coverage(s) (commercial projects only): Existing square feet % Proposed square feet % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes ✓l 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: 33,228 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. 3 Subdivision Application Form. Rev. 12-2011 11. COST ESTIMATES a. Building (including interior renovations): $ 1,742,400.00 b. Landscaping: $ 26,475.00 (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 22.11 (Based on IT Manual 9th Edition) 13. PEAK HOURS OF OPERATION: N/A Residential Use 14. PEAK DAYS OF OPERATION: Residential Use -weekends 15. ESTIMATED PROJECT COMPLETION DATE: Spring of 2015 16. PLANS AND FEE Plat plans 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 plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting he application. See the City fee schedule for det ils. A N / �A N MVI em J �� 4 --y; 45A 7/ 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. Subdivision Application Form. Rev. 12-2011 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 APPLICANT SSIGG/1NAT OFPR DIA jJ E Y OWNER /� �Tl " PRINT NAME �//1 �/1 Do not write below this line DATE OF SUBMISSION: 1 have reviewed this preliminary plat application and find it to be: Incomplete cer S, 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. 5 Subdivision Application Form. Rev. 12-2011 ray From: Craig Lambert Sent: Friday, August 22, 2014 10:01 AM To: ray Subject: Blackbay Ventures Ray, The landscaping changes for Blackbay Ventures are acceptable. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email. clam bertna.sburl.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email Thank you for your cooperation. No Text No Text CITY OF SOUTH BURLINGTON 2 DEVELOPMENT REVIEW BOARD SD 14 18 135HinesburgRd BlackbayVentures prelim Aug 19 mtq.doc PROJECT DESCRIPTION DEPARTMENT OF PLANNING & ZONING Preliminary plat application #SD-14-18 & design review application #DR-14-05 of Blackbay Ventures Vill, LLC for a planned unit development to: 1) remove an existing single family dwelling, 2) construct four (4) three (3) unit multi -family dwellings, and 3) establish disputed boundary line with adjoining property, 135 Hinesburg Road. COMMENTS Administrative Officer Ray Belair and Planner Temporary Assignment Dan Albrecht, referred to herein as Staff, have reviewed the plans submitted on May 27, 2014 and revisions submitted on August 13, 2014 and offer the following comments. The revised plans submitted show five (5) additional feet of land being obtained from the Market Street Right of Way (ROW). This additional land allows the buildings to have larger front porches to make them more usable. Staff supports the transfer of this portion of the ROW to enhance the overall project by both providing an additional buffer along the rear and the larger porches along the front. The plan should show the existing property boundary line along the ROW and the additional strip being added if approved by the City Council. Process -wise, staff is comfortable with a preliminary DRB approval, should it be issued, that shows portions of buildings within the ROW, with the condition that the City Council approve the use of this prior to obtaining any final plat approval. There is an existing house and garage on this 0.76 acre parcel located at the corner of Hinesburg Road and Market Street, in the Central District 3 (CD-3) zoning district. The application proposes to remove or demolish this existing home and replace it with four two-story, three -unit multi -family dwellings. Each unit would have a footprint of 650 sq. ft., and each building would have a primary footprint of 1,950 sq. ft. The total building footprint upon the lot, including all of the porches, is 8830 sq. ft. Dimensional Requirements Table 1. Dimensional Requirements CD3 Zoning District Required Existing Proposed Min. Lot Size N/A 33,228.8 ft. No change Max. Building Coverage ♦ 50% 5.6% 26.5% Max. Total Coverage 80% 7.7% 72.7% ** Min. Front Setback 20 ft. 9 ft. 1 ft. Market St; 41.7' Hinesburg Rd Min. Side Setback (multi -family) 5 ft. 299.8 ft. 19.4 ft. Min. Rear Setback 5 ft. 29.9 56.4 ft. Max. Building Height 35 ft. ? 32 ft. Max. Density 25 units/acre 1.3 units/acre 15.79 units/acre Floor Area Ratio 0.5 ? 0.48* zoning compliance ♦ Building coverage is for the overall PUD. * Includes only finished area; this is consistent with the LDRs. ** Stairway entrances only 1 ft. from the ROW/property boundary, main buildings are 5' from the boundary line. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 135HinesburgRd BlackbayVentures prelim Aug 19 mtq.doc NOTE: Total lot area of 0.763 acres is upon merger of two smaller existing lots. 1. The table above notes a 41.7 ft setback from Hinesburg Road to match the notation on Sheet C1.1 in the revised set of plans submitted on August 13`h. However, the zoning requirements table on that some sheet states a setback of 40.7 ft. This should be corrected. SECTION 8• CENTRAL DISTRICT (CD) 8.01 General Purpose of the Central District 8.02 Establishment of Sub -Districts 8.03 Prohibited Uses —All Districts 8.04 Dimensional Requirements in All Districts 8.05 Specific Sub -District Regulations 8.01 General Purpose of the Central District The Central District is hereby formed in order to encourage the location of a balanced and coordinated mixture of residential, commercial, public and private uses adjacent to Dorset Street that support the city center goals and objectives contained in the Comprehensive Plan. It is designed to promote efficient use of land by concentrating mixed uses within a well-defined Central District. This will provide a pedestrian -oriented circulation network that minimizes vehicular traffic. It also encourages the traditional town center pattern of appropriately scaled buildings facing onto a well- defined and active public street. Innovative site planning and master planning are encouraged to maximize uses, shared parking, public open space and pedestrian amenities which create an aesthetically pleasing and socially active community center on and around Dorset Street. To this end, all applications involving ten (10) or more acres of land in any Central District shall require a Master Plan approval pursuant to Article 15 of these Regulations. 8.02 Establishment of Sub -Districts The Central District is divided into four (4) sub -districts - Central District 1, Central District 2, Central District 3 and Central District 4. Permitted and Conditional Uses and dimensional standards vary by sub -district as established in Sections 8.06 through 8.10 of these Regulations. The subject parcel is located in the CD 3 District. 8.03 Prohibited Uses - All Districts Proposed are multi -family dwellings, so these prohibitions do not apply. 8.04 Dimensional Requirements in All Districts A. Purpose. The general intent of the building setbacks in the Central District is to require all buildings to front on to public streets and to require that parking facilities are located in the center of the blocks to the greatest extent practicable, occupy only minimal frontage on public streets, and are thoroughly screened from view from public streets and rights -of -way. All four buildings front on and are close to Market Street (1' setback from the property line with the expanded land). The easterly building on the corner that also faces Hinesburg Road has a porch along the full length of that building frontage, so that the building addresses the street appropriately, but with a deeper setback as befits that busier street. The Hinesburg Road frontage is appropriate. Parking is CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 135HinesburgRd BlackbayVentures prelim Aug 19 mtq doc located behind the buildings and within the site, as required. The proposed front setback along Market Street is in compliance with Section 8.04 (B) (1) of the LDRs. As noted above, staff is supportive. B. Location of buildings and structures. (1) All buildings and structures, with the exception of parking facilities, are required to be constructed within an allowable building envelope. The maximum depth of allowable building envelopes shall be eighty (80) feet and, in general, shall be measured from the nearest planned public street right-of-way as shown on the South Burlington Official Map. Buildings are located within the 80 foot depth measured from Market Street. This requirement is being met. (2) The Development Review Board may approve a building, a portion of which extends beyond the building envelope provided the building contains a minimum of two (2) stories and the overall site design of the property is found to be in conformance with the intent and purpose of the Central District. This standard is met. Staff previously recommend that the buildings be separated further apart, resulting in a building not meeting the 57 ft. setback requirement from Hinesburg Road. The buildings have been moved further apart which results in the building closest to Hinesburg Road to be setback 41.7 feet which is a 15.3 ft. encroachment. Staff supports this waiver. 2. The Board should discuss this setback waiver request. The Board has previously indicated that it would support such a request. Note that staff would be supportive of further encroachment to allow an increase in the depth of the porch facing Hinesburg Road from the current 5-6 feet porch to a larger one. (3) Exemption for master planned buildings and structures. Buildings and structures whose footprint, parking, and access are subject to and reviewed in conjunction with an approved master plan in the Central District 1 shall be exempt from requirements for the maximum depth of an allowable building envelope. N/A C. Special Standards for Setbacks (1) Side yard setbacks shall be a minimum of five (5) feet, or between zero (0) and five (5) feet if a fire wall is provided. Buildings will be 12' — 14' apart, and the 'outer' setbacks are more than that, satisfying this standard. (2) The front yard setback area along Dorset Street, Brookwood Drive and Sherry Road shall be restricted to the following uses or improvements: (a) landscaping and green space (b) access drives (c) pedestrian oriented improvements including but not limited to sidewalks, plazas, benches, and bicycle racks. (d) utility services provided they are placed underground. Appurtenant facilities such as transformers and amplifiers may be installed at ground level where such is in accordance with Section 13.18 of these Regulations (utility cabinets and structures). CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 135HinesburgRd BlackbayVentures prelim Aug 19 mtq.doc N/A D. Location of Parking Areas and Structures (1) Multi -level parking garages and decks may be constructed within an allowable building envelope, and/or outside of an allowable building envelope if located in the center of a block. (2) Surface parking may be provided within the allowable building envelope if it is located behind a building and is hidden from view from the public street. (3) The Development Review Board may approve surface parking which is within the allowable building envelope and which is not hidden from view from the public street by a building, provided: (a) the subject parking represents the smallest practicable portion of the total parking required for the property, (b) the area encompassed by the subject surface parking represents a significantly minor portion of the total allowable building envelope area existing on the property, (c) the applicant has sought parking waivers from the DRB to reduce the amount of surface parking required, and (d) the overall site design of the property is found to be in conformance with the intent and purpose of the Central District. Parking is located within the site and behind all of the buildings, with varied landscaping /screening proposed on the Hinesburg Road end. 25 spaces are provided, two per dwelling unit plus one. E. Parking Requirements (1) The parking requirements of Table 13 are required in the Central District. These standards may be met on -site or off -site if the parking facility is located within seven hundred (700) feet of the main entrance of the establishment and is approved by the Development Review Board. (2) The Development Review Board may accept a contribution to the parking trust fund to establish a municipal parking lot in lieu of parking spaces. The amount of the contribution shall be based on a per space fee set by the City Council. (3) The Development Review Board may further reduce the amount of parking required, up to a maximum of eighty percent (80%) of the number of spaces required, in conjunction with an approved master plan upon a showing by the applicant that the master plan includes viable provisions for off -site employee parking and transportation and construction of mass transit stops within the master planned area sufficient to further reduce parking demand. (4) Parking lots located in the centers of blocks shall be connected with openings between lots to allow traffic flow between lots. According to Table 13-1 of the LDRs, 24 parking spaces are required where the parking spaces are to be in common with no reserved spaces; 25 spaces are provided. Other standards do not apply here. F. Density. Height, coverage, setbacks, floor area ratios (F.A.R.) and the maximum size of units will govern the density of the Central District. The F.A.R. is the ratio of building square footage to lot size. For example, a 5,000 square foot building on a 5,000 square foot lot has an F.A.R. of 1.0. A 2,500 square foot building footprint on 2 floors (5,000 square feet total) on a 5,000 square foot lot also has an F.A.R. of 1.0. A one story 2,500 square foot building on a 5,000 square foot lot has an F.A.R. of 0.5. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 135HinesburgRd BlackbavVentures prelim Aug 19 mtg doc According to the applicant, this project has a floor area ratio of +- 0.47, just under the 0.5 limit in this zoning district. 8.05 Specific Sub -District Regulations C. Central District 3 and 4 (1) Allowable Building Envelopes in Central District 3 and 4: Allowable building envelopes shall be in accordance with Section 8.04(B), with the exception of Dorset Street, Brookwood Drive and Sherry Road. Along Dorset Street, the envelope is measured from a point ten (10) feet west of the right-of-way line, thereby creating a minimum ten (10) foot front yard setback from Dorset Street. Along Brookwood Drive and Sherry Road, the envelope is measured from a point thirty- two (32) feet from the centerline of the roadway right-of-way. Please see notes above. (2) Lot Coverage in Central District 3 and 4: The maximum coverage of commercial development and mixed residential/commercial development shall be forty percent (40%) for buildings and ninety percent (905vo) overall (including buildings, parking, walks, plazas, garages, etc.). The maximum coverage for residential development shall be fifty percent (50%) for buildings only and eighty percent (80%) overall. Where a multi -level parking structure is to be constructed on a lot, the maximum allowable coverage for buildings shall be ninety percent (90%). Satisfied. (3) Density in Central District 3 and 4: The base maximum density of development shall not exceed an F.A.R. of 0.5. The Development Review Board may explicitly approve development up to an F.A.R. of 0.7 as a bonus for the provision of special, public -oriented amenities such as parks, courtyards, pedestrian ways, etc. The maximum residential density shall be twenty-five (25) units per acre (minimum unit size of five hundred (500) square feet). Please see notes above on this topic. Figure 8-3, Allowable Building Envelope (Typical), CD-3 CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 135HinesburgRd BlackbavVentures prelim Aug 19 mtq.doc Central District 3 DORSET STREET RIOM ,L . 80 BUILDING ENVEL©PE CENTER OR BLOCK, O CENTP^.A: at TR:Cr 3 ZONING (PARKING) � RESIDENTAIL A ZONING �» ua ul DESIGN REVIEW 11.01 City Center Design Review Overlay District CCDR A. Purpose. A City Center Design Review Overlay District (CCDR) is hereby formed in order to promote development of the proposed South Burlington City Center as an attractive and cohesive area in which the citizens of South Burlington can take pride. It is the intent of this overlay district to ensure that the design of future development is aesthetically and functionally compatible with the desired character for this area of the City, as stated in the Comprehensive Plan. It is recognized that good design will help create and maintain a sense of place for the community, promote its self- awareness, and strengthen the business and civic elements of the community. B. Comprehensive Plan. These regulations hereby implement the relevant provisions of the City of South Burlington adopted comprehensive plan and are in accord with the policies set forth therein. C. City Center Design Review Overlay Districts and Purpose Statements. The CCDR Overlay District is divided into the following three (3) sub -zones as depicted on the South Burlington Overlay Districts Map: Design District 1, Design District 2, and Design District 3. This project is located within Design District 3. (3) Design District 3 - This area generally includes land located on the west side of Dorset Street and also on the far eastern section of Market Street. This area is planned to be a transitional area between the higher density, more intensely developed portions of City Center and adjoining residential neighborhoods. The design of buildings in this zone should be compatible with the adjoining residential character. Therefore, building materials should include wood/vinyl, as well as brick and stone, and consist predominantly of natural, subdued colors. Also, pitched roofs are highly recommended. The Board has discussed these at previous meeting. See discussion below concerning building materials. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 135HinesburgRd BlackbayVentures prelim Aug 19 mtq doc F. Criteria for Approval. Prior to granting design plan approval, the Development Review Board shall find that any development or activity specified in Section (D) above shall conform substantially to the following design criteria: (1) Building Design (a) Consistent design. Building design shall promote a consistent organization of major elements; and decorative parts must relate to the character of the design. All sides of a building shall be designed so that they are compatible in terms of material, window treatments, architectural accents, cornice/parapet design, etc. In Design Districts 1 and 3, the design of a building should consider the design features of other structures in the area so as not to be harshly discordinate with other nearby buildings. (b) Materials used. High quality, attractive materials shall be used on all buildings. Natural, indigenous materials of stone and masonry are highly encouraged, if not required. Specific requirements for each Design District are as follows: (iii) Design District 3. Natural, indigenous materials of stone, masonry and wood shall predominate. Examples of acceptable materials include red brick, indigenous stone (i.e., granite, limestone, and marble), architectural concrete and wood clapboard/shingles (synthetic materials such as vinyl siding may be used in place of wood provided it is of high quality and closely resembles wood clapboard/shingles). Other materials may be used as an architectural accent provided they are harmonious with the building and site. Examples of unacceptable materials include metal skin and laminated wood (e.g., T-111). Architectural elevations and some design details are submitted. There is little or no stone, masonry, or wood proposed here. Synthetic siding (wood -textured fiber cement) siding is proposed. The Board has in other circumstances allowed for a certain amount of this type of material. 3. The Board should discuss the proposed construction materials especially the primary use of fiber cement. (c) Colors and textures used. The color and texture of the building shall be harmonious with the building itself and with other buildings on the site and nearby. Colors naturally occurring from building materials and other traditional, subdued colors are encouraged. More than three (3) predominant colors are discouraged. Color pairings are proposed for each building that are all traditional and subdued. Color samples have been provided and will be distributed at the meeting. (d) Windows and doors. Window and door treatment (i.e., the arrangement of windows CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 135HinesburgRd BlackbayVentures prelim Aug 19 mtg doc and doors into a pattern) shall be a careful response to the buildings interior organization as well as the features of the building site. The treatment of windows and doors shall be in a manner that creates a rhythm that gives necessary order and unity to the facade, yet avoids monotony. In Design Districts 1 and 2, for sides of buildings that front or face a public street, existing or planned, the majority of the first floor's facade area shall consist of see -through glass in order to promote pedestrian activity, however, the windows and/or doors should be of a human scale so as to welcome, not overwhelm, the pedestrian. Ir% % "� I I� I _ F, I InappropriateFog ft: .. 6loor treatment - no rhythm Rhythm created by appropriate window and door treatment (e) Use of humnn-scale" design demarts. Larger buildings shall incorporate the use of design elements, such as pilasters, colored or textured bands, or window and door treatments. in order to redu- the larger building's apparent overall size and, therefore, avoid a large or long monotonous appearance. See below for overall discussion of building design. (e) Use of "human -scaled" design elements. Larger buildings shall incorporate the use of design elements, such as pilasters, colored or textured bands, or window and door treatments, in order to reduce the larger building's apparent overall size and, therefore, avoid a large or long monotonous appearance. See below for overall discussion of building design. (f) Roofs as a design element. Roofs shall be part of, or define, the style of a building. They shall be used creatively to break up long facades and potentially long roof lines. Specific requirements for each Design District are as follows: (ii) Design District 3. For one-story structures, the minimum and maximum slope of a pitched roof shall be 8 on 12 and 12 on 12, respectively. For structures of two (2) or more stories, the minimum and maximum slope of a pitched roof shall be 5 on 12 and 12 on 12, respectively. Only a small portion of roof area may be flat provided it is not visible from the public street, existing or planned, or does not detract from the overall design and harmony of the building. Where portions of a roof are flat, architectural elements such as cornices and parapets shall be included to improve the appearance and provide interest. Large, low -slope (i.e., less than 5 on 12) gable forms are discouraged. No information is provided on roof pitch, but these are not flat roofed buildings. CITY OF SOUTH BURLINGTON 10 DEVELOPMENT REVIEW BOARD SD 14 18 135HinesburgRd BlackbayVentures prelim Aug 19 mtq.doc DEPARTMENT OF PLANNING & ZONING �--Iz Pis A - Inappropriate Roof Treatment — Monotonous Appropriate ROOT i reatments (g) Orient buildings to the public street. Buildings shall be designed in a manner that relates the building to the public street in order to protect the integrity of city blocks, present an inviting street front and promote traditional street patterns. In Design Districts land 2, new buildings shall be built to the street property line. The Development Review Board may approve building locations, or portions thereof, that are set back from the street property line, provided, the Development Review Board finds the overall site layout to be in conformance with the City Center goals. The primary entrance to buildings shall be designed as such and shall be oriented directly on the public street rather than facing parking lots. The upper floors of taller buildings (i.e., floors four (4) and up) may need to be "stepped back" or otherwise sited to avoid creating a "canyon" effect and to maintain a pedestrian friendly public edge. In all Design Districts, for existing buildings undergoing renovation, improvements shall be done to relate the building better to the public street. Such improvements could include the installation of doors and windows along the sides of the building facing the public street, or the construction of walkways between the building and street. Staff feels that this criterion is met for Hinesburg Road. See discussion below regarding effective frontage on Market Street. (h) Conceal rooftop devices. Rooftop mechanical equipment and appurtenances to be used in the operation or maintenance of a structure shall be arranged so as to minimize visibility from any point at or below the roof level of the subject structure. Such features, in excess of one foot in height, shall be either enclosed by outer building walls or parapets, or grouped and screened in a suitable manner, or designed in themselves so that they are balanced and integrated with respect to the design and materials of the building. No rooftop devices are shown. (i) Promote energy efficiency. Where feasible, the design of a building should consider solar energy and the use of natural daylight by capturing the sun's energy during the winter and providing shade during the summer. No information is offered regarding energy efficiency or solar energy, although these will have to meet the state's energy code requirements. (j) Pedestrian promenade along Market Street. In Design District 1, the provision of a covered pedestrian promenade along Market Street is required in order to protect pedestrians from inclement weather and promote walking. Any pedestrian canopy, or portion thereof, that is proposed to be located within or encroach into the public R.O.W. shall meet the specifications identified in the City Center Streetscape Guidelines. An applicant may elect to CITY OF SOUTH BURLINGTON 11 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 135HinesburgRd BlackbavVentures prelim Aug 19 mtg doc incorporate a covered pedestrian promenade as a component of the building and completely on the applicant's property, provided the promenade is at least 10 feet high and 8 feet deep. The Development Review Board may waive the requirement for a covered pedestrian promenade or canopy on a building or portion thereof if the Development Review Board finds that the block on which the building is located is adequately covered by other existing promenades/canopies. This standard appears to apply more to commercial buildings than to homes. For the July 15Y meeting of the DRB, staff identified in the designs a lack of depth, design, texture, and appearance for such sizable, prominent buildings to be placed in a line right on the street. Greater depth and texture of window and building trim, along with more thoughtful and harmonious placement of windows on all 'open' sides of the buildings, might also help better satisfy the design standards of the LDRs. These and related concerns over design were discussed by the Board at the July 15Y meeting and the applicant encouraged to submit revised plans which the applicant did on August 13, 2014. These plans are a significant improvement. Staff has identified additional recommendations as follows to make these areas fully functional: ---the front porches facing Market Street are too shallow to allow comfortable use by residents. They are 4-5 in depth. These should ideally be at least 6 ft. deep. ---staff notes that the minimum depth of the parking aisle can be 22 ft. instead of the 24 ft. proposed. If applicant reduced the depth of the aisle this would facilitate expansion of the front porches and also have the added benefit of reducing the impervious surface on the property by several hundred square feet. ---the porch on the easternmost unit could be wider as well. Staff is already comfortable with an incursion into the setback given the overall consistency of the development with the goals of the CD-3 zoning district. This fact coupled with the extensive landscaping proposed in front of the porch make a deeper porch feasible. ---given the changes contemplated in the draft Form Based Code regulations, staff encourages the applicant to work with neighbors to determine whether plant trees and shrubs along the southern edge of the property line between the fence and the property line would be desirable to the neighbors and if so, to implement them. 4. The applicant has submitted revised plans on August 13`" that appear to address some of staff concerns identified for the July 15f meeting. Staff has identified other concerns as noted above. The Board should discuss these standards and the Plan in depth especially the Market Street facades and determine if they meet these standards. 11.02 Site Design for City Center Design Review District A. Landscape and plantings. Significant trees and vegetation should be preserved in its natural state insofar as practicable. Any grade changes should be in keeping with the general appearance of neighboring developed areas. Landscape plantings and amenities shall be well designed with appropriate variations and shall be included as an integral enhancement of the site and, where needed, for screening purposes. In particular, parking areas shall be well screened by berms, plantings, or other screening methods to minimize their visual impact. Planting islands shall be used to break up larger expanses of paved parking areas. CITY OF SOUTH BURLINGTON 12 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 1351-linesburciRd BlackbayVentures prelim Aug 19 mtq.doc The City Arborist provided the following comments to staff on June 25, 2014: • Tree and Shrub Planting Details and Specifications need to be included in plans. • Specify that parking lot islands/bumpouts must be filled with quality planting soil to a depth of 2.5 feet to provide adequate soil volume to support tree growth. Sugar Maple is not very tolerant of parking lot/street tree conditions. Recommend a different species. • Boxwood is not recommended for use bordering sidewalk on Rte. 116. Will likely incur haeavy (sic) damage from snow plowing/salting operations Yews along sidewalks will require precautions to protect against salt damage in winter The applicant submitted a revised landscaping plan on August 13fh. Tree planting details and specifications are now shown but not for Shrub planting. Sugar maples and boxwood have been removed from the plans and replaced with different species. 5. Due to the late submission of this revised plan, the City Arborist has not had a chance to review it prior to the August 19rh meeting. The applicant should revise its plans if necessary to address the City Arborist's recommendations on the August 13rh plan. This could be done at the final plat stage. Entry Plsaza ,1 Plaza inappropriate parking layout - no 141ppropriatc f;'a B. Integrate special features with the design. Storage areas, machinery and equipment installation, service areas, truck loading areas, garbage and refuse collection areas, utility connections, meters and structures, mailboxes, and similar accessory structures shall be positioned in such a way to minimize visibility from the public street, existing or planned. Such features shall be incorporated within or designed as part of the building on the site, not added as an afterthought. HVAC equipment should not be pad mounted at grade. Utility connections shall be installed underground and utilities shall co -exist to the greatest extent possible. As noted, a mailbox is shown by the entrance drive, and the dumpster is at the other end of the site, CITY OF SOUTH BURLINGTON 13 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 135Hinesbur-qRd BlackbavVentures prelim Aug 19 mtg doc near Hinesburg Road. No HVAC nor other utility cabinets are shown on the plans. 6. Should HVAC units be included in the development at a later stage in the development review process, the plans should clearly delineate their location and such units should be adequately screened. C. Walls, fences or other screening features: Such elements, if used, shall be employed in a skillful manner and in harmony with the architectural context of the development. Such features should be used to enhance building appearance and to strengthen visual linkages between a building and its surroundings. As noted, a 6 ft. solid -wall stockade fence will be installed along the rear of the parking lot. The dumpster will be screened of unknown materials. A retaining wall of unknown materials or dimensions is also shown at the back edge of the parking lot. D. Accessible open space. When providing open space on a site, it shall be designed to be visually and physically accessible from the public street. Open space should add to the visual amenities of the vicinity by maximizing its visibility for persons passing by or overlooking the site from neighboring properties. If open space is intended for active use, it should include such elements as benches, shade trees, and refuse containers and be so designed to maximize its accessibility for all individuals, including the disabled, and encourage social interaction. The siting of open space on a lot shall also consider the potential impact of buildings, both existing and potential, on shadow casting and solar access. There is little open space on the site, but this is perhaps expected, being located in a high density land use district. The open space that does exist is at the corner of Market & Hinesburg Road, a location staff supports. E. Provide efficient and effective circulation. With respect to vehicular and pedestrian circulation, special attention shall be given to the location and number of access points to public streets and sidewalks, to the separation of vehicles and pedestrians, to the arrangement of parking areas and to service and loading areas, and to the location of accessible routes and ramps for the disabled. Site design shall also provide for interconnections, both vehicular and pedestrian, between adjacent properties. A single access drive serves the property. The parking lot is in a logical location, and as required in the LDRs. Direct access is provided to the street/recreation path/sidewalk from each dwelling unit. F. Outdoor Lighting. Outdoor lighting shall be designed to be both aesthetically pleasing and functional. The lighting type or types shall be metal halide, compact fluorescent and/or induction lamps and shall be of a white color with a Color Rendering Index (CRI) of seventy (70) or greater recommended. Light fixtures shall be appropriately shielded to preclude glare and overall illumination levels should be evenly distributed. Downcast LED light fixtures are specified, apparently several pole -mounted lights of unknown height, and also on or within the porch overhangs. No other exterior lights are shown on any plans. It is worth considering an additional pole -mounted light near the dumpster for the safety and convenience of the residents; this should be on a motion detector, so it is not on all night long. G. Provide for nature's events. Attention shall be accorded to design features which address the CITY OF SOUTH BURLINGTON 14 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 135HinesburgRd BlackbavVentures prelim Aug 19 mtq.doc affects of rain, snow and ice at building entrances and on sidewalks, and to provisions for snow and ice removal from circulation areas. Porch overhangs at front and back doors are helpful in this regard. H. Make spaces secure and safe. With respect to personal safety, all open and enclosed spaces should be designed to facilitate building evacuation, and provide reasonable accessibility by fire, police or other emergency personnel and equipment. The Fire Chief/Fire Marshal will review for building code requirements. I. Streetscape improvements. An applicant for new development shall be responsible for implementing streetscape improvements (e.g., sidewalks, street lighting, street trees, etc.) within the portion of the public street ROW directly fronting the parcel of land for which development is proposed. Such streetscape improvements shall be in accord with the specifications contained in the City Center Streetscape Design Guidelines. The Fire Department will provide formal comments at Final Plat. OTHER Two bike racks are shown on the plan. This may prove sufficient for residents but the applicant may wish to reserve and identify a space for installation of a future 3`d rack. The snow storage area seems small for a parking lot of this size. The applicant will likely need to remove snow as the winter progresses. The project includes installation of a proper sub -base for a future recreational path along Market Street; this is an excellent idea that makes very good sense to do as a part of the extensive site work needed here. A concrete walkway leads from each dwelling unit to the future path, except for the unit facing Hinesburg Road, which has a walkway leading to the sidewalk on that street, as well as out back to the parking lot. Landscaping: Building construction cost is estimated at $1,742,400. Required minimum landscaping: First $250,000 x 3% _ $7500. Next $250,000 x 2% _ $5000. Balance of $1,242,400 x 1% = $12,424. Minimum required landscaping budget = $24,924; The initial landscaping plan estimated costs of $26,475. Costs the revised landscaping plan submitted on August 131h have not been detailed. 7. The applicant should submit updated landscaping cost estimates to reflect both any direction given by the Board at the August 19rh meeting and after receipt of additional comments by the City Arborist. The Public Works department will provide formal comments at Final Plat. Finally, the application also speaks to clarifying a disputed property boundary between the adjoining landowners. The boundary shown is mutually agreeable between the two (2) parties as evidenced by the application being signed by both parties. 8. The Board should provide guidance to the applicant and recommend measures so that no further disputes over the property boundary arise between the current or future landowners. CITY OF SOUTH BURLINGTON 15 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 135HinesburgRd Black bayVentu res prelim Aug 19 mtq doc 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: (a) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. The applicant shall obtain final wastewater allocation prior to issuance of a zoning permit. (b) 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 Director of Public Works Department will provide formal comment at Final Plat. (c) The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. The project will be served by one curb cut on Market Street. The curb cut is located approximately 360 feet from the intersection of Market Street and Hinesburg Road. This should prevent the creation of any congestion on adjacent roads from traffic entering or leaving the project parking lot. (d) 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. No wetland, streams, wildlife habitat or unique natural features are located on the site. (e) 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. Staff feels that the design and orientation of the proposed buildings is compatible with other buildings in the District and with the overall purpose of the District to create a mix of uses coupled with a pedestrian - friendly environment. (fJ 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. This criterion is being met within the constraints of the property. (g) 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 Fire Department will provide comments at Final Plat. CITY OF SOUTH BURLINGTON 16 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 135HinesburgRd BlackbavVentures prelim Aug 19 mtq.doc (h) 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. Staff feels that this criterion is met. The project include construction of several concrete walkways from the four proposed buildings to connect to a future multi -use path along Market Street and construction of a concrete walkway to connect to an existing sidewalk along the west side of Hinesburg Road. The project will also install the subbase for the City's future multi -use path. Extensive landscaping along the project's frontage with Market Street and Hinesburg Road is proposed. The project as proposed is compatible with the extension of services and infrastructure referenced in this criterion. The plan should be revised to show a 20 ft. wide recreation path easement along Hinesburg Road. 9. The Board should discuss the need for a recreation path easement along Hinesburg Road. (i) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. See comments for item (h) above. Staff feels that this criterion is met. (j) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels that this criterion is met. The project establishes four appropriately scaled buildings with a pedestrian -friendly design as called for in the Central District 3. 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: (a) 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. Chapter 14.06 of the South Burlington Land Development Regulations states the following: Parking: (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. The four proposed buildings align lengthwise along Market Street and the proposed parking is located behind them. However the east side of the easternmost building faces Hinesburg Road and thus is considered the front side of a building as well. While no building screens the parking lot from being viewed from Hinesburg Road or from the adjacent sidewalk, the project proposes extensive landscaping along that portion of the property which will screen the parking lot to some degree from being viewed. Note that according to the regulations in Chapter 8 04 Section D. Location of Parking Areas and Structures, paragraph (3): (3) The Development Review Board may approve surface parking which is within the allowable CITY OF SOUTH BURLINGTON 17 DEPARTMENT OF DEVELOPMENT REVIEW BOARD SD 14 PLANNING &ZONING 18 135HinesburgRd BlackbavVentures prelim Au4 19 mtg doc building envelope and which is not hidden from view from the public street by a building, provided: (a) the subject parking represents the smallest practicable portion of the total parking required for the property, (b) the area encompassed by the subject surface parking represents a significantly minor portion of the total allowable building envelope area existing on the property, (c) the applicant has sought parking waivers from the DRB to reduce the amount of surface parking required, and (d) the overall site design of the property is found to be in conformance with the intent and purpose of the Central District. The overall maximum lot coverage is 80% and the development proposes 72.7 percent. Approximately 46% of the development is covered by the parking lot and internal sidewalks. A total of 24 spaces are required based upon the number of housing units. 25 are provided although one is a Handicap Only space. 10. The Board should determine whether the provisions of Chapter 14.06 and Chapter 8.04 are met so as to allow the project to proceed as planned or whether a) additional landscaping and fencing should be required along the eastern edge of the property, b) a building should be placed along Hinesburg Road to screen the parking lot and/or c) the overall size of the parking lot should be reduced. (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. Not applicable to this project (c) Where more than one building exists or is proposed on a lot, the total width of all parking areas located to the side of building(s) at the building line shall not exceed one half of the width of all buildings) located at the building line. Parking approved pursuant to 14.06(B) (2) (b) shall be exempt from this subsection. Not applicable to this project (d) For through lots, parking shall be located to the side of the building(s) or to the front of the building adjacent to the public street with the lowest average daily volume of traffic. Where a lot abuts an Interstate or its interchanges, parking shall be located to the side ofthe building(s) or to the front adjacent to the Interstate. Parking areas adjacent to the Interstate shall be screened with sufficient landscaping to screen the parking from view of the Interstate. Not applicable to this project (b) 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. Staff feels that this criterion is met. The proposed buildings are similar in height and scale to others in the zoning district. The proposed easternmost building is consistent with other along Hinesburg Road (c) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff feels that this criterion is met. CITY OF SOUTH BURLINGTON 18 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 135HinesburgRd BlackbayVentures prelim Aug 19 mtg.doc (d) 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. This criterion has been reviewed as part of the project's design review. Staff feels that this criterion is met. (e) 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. Staff feels that this criterion is met. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) 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. Staff feels that this criterion is met. (b) 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. Staff feels that this criterion is met. (c) 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). A screened dumpster area is shown on the plan. Staff feels that this criterion is met. (d) Landscaping and Screening Requirements. Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. The City Arborist provided the following comments to staff on June 25, 2014: Tree and Shrub Planting Details and Specifications need to be included in plans. Specify that parking lot islands/bumpouts must be filled with quality planting soil to a depth of 2.5 feet to provide adequate soil volume to support tree growth. Sugar Maple is not very tolerant of parking lot/street tree conditions. Recommend a different species. Boxwood is not recommended for use bordering sidewalk on Rte.116. Will likely incur haeavy (sic) damage from snow plowing/salting operations CITY OF SOUTH BURLINGTON 19 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 135HinesburgRd BlackbavVentures prelim Aug 19 mtq doc Yews along sidewalks will require precautions to protect against salt damage in winter The applicant submitted a revised landscaping plan on August 13th. Tree planting details and specifications are now shown but not for Shrub planting. Sugar maples and boxwood have been removed from the plans and replaced with different species. 11. As noted on page 11, due to the late submission of this revised plan, the City Arborist has not had a chance to review it prior to the August 19`h meeting. The applicant should revise its plans if necessary to address the City Arborist's recommendations on the August 13th plan. Stormwater Public Works staff provided the following comments on August 1st: I reviewed the Backbay Ventures V111, LLC, "12 Unit Housing Project" located at 135 Hinesburg Road. The project plans were dated March 26, 2014 and last updated on April 25, 2014. I'd like to provide the following comments: 1. The project is on a 0.76 acre lot. The state of Vermont Department of Environmental Conservation (DEC) requires that projects creating greater than 1 acre of impervious area obtain a 3-9015 storm water permit. Projects that disturb greater than 1 acre of land are required to obtain a Construction General Permit from Vermont DEC. It does not appear that this project will be required to obtain either of these state permits. 2. In order to evaluate the proposed stormwater drainage system, the applicant must provide the following additional information: o Hydrologic modeling for the stormwater drainage system. I'd be interested in reviewing modeling results for the 1 year, 10 year and 25 year storm events. o Information related to existing soils. Two test pits are shown on sheet C1.0 . Information related to these test pits should be provided as well as the results of any infiltration testing that took place. o Elevation information for the following: - Building foundation drain and foundation drain outlet. - Subsurface infiltration system bottom elevation. - Existing groundwater elevation. 3. Provide information related to the depth of stone beneath the underground infiltration facility. 4. There is a "Drip Edge at Building w/ Underdrain" detail on sheet C2.0 and a "Drip Edge & Foundation Drain Detail" on sheet C2.1. Please clarify which will be used. The detail on sheet C2.1 shows a sand layer and impermeable liner that is not present in the detail on shet C2.0. 5. Provide elevation information for the proposed new retaining wall on the property's southern boundary. 6. Will the proposed new retaining wall have an underdrain? 7. Provide a description of where water discharging from the subsurface infiltration systems will flow during large storm events. 8. There is an area designated for snow storage at the east end of the property. Where will snowmelt from this area flow? 9. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance structures on -site. CITY OF SOUTH BURLINGTON 20 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 135HinesburgRd BlackbayVentures prelim Aug 19 mtq.doc 12. The applicant should address the comments of the Public Works department. Snow Storage Pursuant to Section 13.06(B) (4) of the Land Development Regulations, snow storage areas must be shown on the plans. Snow storage areas are shown on the plans although staff has concerns on whether it is large enough to accommodate snow storage given the size of the parking lot. 13. The Board should determine whether the proposed snow storage area is large enough. Landscape Budget Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. Building construction cost is estimated at $1,742,400. Required minimum landscaping: First $250,000 x 3% _ $7500. Next $250,000 x 2% _ $5000. Balance of $1,242,400 x 1% = $12,424. Minimum required landscaping budget = $24,924; The initial landscaping plan estimated costs of $26,475. Costs for the revised landscaping plan submitted on August 131" have not been detailed. 14. As noted on page 11, the applicant should submit updated landscaping cost estimates to reflect both any direction given by the Board at the August 19`h meeting and after receipt of additional comments by the City Arborist. RECOMMENDATION The applicant should address the items identified above that need correction, improvement or clarification. If the Board is satisfied that sufficient information has been provided, staff would recommend closure of the preliminary plat hearing. Respectfully submitted, Raymond Belair, Administrative Officer Copy to: David Shenk i LEGEND EXISTING CONTOUR APPROXIMATE PROPERTY LINE / - - - APPROXIMATE SETBACK LINE / -SS- GRAVITY SEWER LINE -FM- FORCE MAIN n/f 1 / SO. BURLINGTON / - W WATER LINE CITY CENTER, INC. -OE- OVERHEAD ELECTRIC / -ST- STORM DRAINAGE LINE ® SEWER MANHOLE - - -- -<l- - ® STORM MANHOLE HYDRANT 0 SHUT-OFF moo., POWER POLE -� GUY WIRE E1 Ca CATCH BASIN DECIDUOUS TREE CONIFEROUS TREE -- ---------- -- ----- - ----- -_--- - / / n/f / CHASTENAY ESTATES, INC. #113 / l \01 VERIFY FINAL LOCATION OF PE STRIAN PATH W1CITY OFSOUTH BUR GTON PRIOR TO CONSTRUCTION I) MARKET $tREET rYYYY' EDGE OF BRUSH/WOODS PROVIDE CONCRETE WALKWAY 0 � DRAINAGE SWALE Ap TO FUTURE MULTI -USE PATH I -\\ L o 20.0 J � l l I MAIL BOX n/f SO. BURLINGTON CITY CENTER, INC. +I I I I CENTRAL DI 7R/CT 3_ / 1za PROPOSED � IPROPOSEDI IPROPOSEDI ; 2 STOAY I MIN 1�2 STBOUA�y I 14.d # 2 STORY # 3 2 I7 3 J� 1 4 1 FF 326.2 FF T 3 <. I ®1;- 1 RACK SUBSURFACE SUBSURFACE INFILTRATION INFILTRATION BLACKBAY a SYSTEM SYSTEM ENTURES VIII, LLC 4 mn � I mm RESIDENTIAL 4 NEW RETAINING WALL I I I / I I - / n/f 'n/f PARKER f n/f / #4 DICT MOORE CHAUSSE 0 #8 #6 i / I I I I I GENERAL NOTES �1 1. Utilities shown do not purport to constitute or represent all utilities located upon 10. The tolerance for finish grades for all pavement, walkways and lawn areas shall I or adjacent to the surveyed premises. Existing utility locations are approximate only. be 0.1 feet. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to 11. Any dewatering necessary for the completion of the sitework shall be considered any construction. as part of the contract and shall be the Contractor's responsibility. 2. All existing utilities not incorporated into the final design shall be removed or 12. The Contractor shall coordinate all work within Town Road R.O.W. with Town - - - abandoned as indicated on the plans or directed by the Engineer. authorities. 3. The Contractor shall maintain as -built plans (with ties) for all underground 13. The Contractor shall install the electrical, cable and telephone services in utilities. Those plans shall be submitted to the Owner at the completion of the accordance with the utility companies requirements. project. 14. Existing pavement and tree stumps to be removed shall be disposed of at an 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a approved off -site location. All pavement cuts shall be made with a pavement sow. direct or indirect result of the construction. 15. If there are only conflicts or inconsistencies with the plans or specifications, the 5. All grassed areas shall be maintained until full vegetation is established. Contractor shall contact the Engineer for verification before work continues on the item in question. S. Maintain all trees outside of construction limits. 16. Property line information based on Plat prepared by Civil Engineering Associates 7. The Contractor shalt be responsible for all work necessary for complete and entitled "Black Bay Ventures VIII LLC and South Burlington City Center, Inc. (Draft) operable facilities and utilities. _ dated February 2, 2014 revised February 21, 2014. This plan Is not a boundary - survey and is not intended to be used as one. B. The Contractor shall submit shop drawings for all items and materials incorporated into the site work.. Work shall not begin on any item until shop drawing 17. If the building is to be sprinklered, backflow prevention shall be provided in approval is granted. accordance with AWWA M14. The Site Contractor shall construct the water line to two feet above the finished floor. See mechanical plans for riser detail. 9. In addition to the requirements set In these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards. PROPERTY LINE TO BE DISSOLVED n/f CARPENTER #2 PROJECT TO INCLUDE INSTALLATION OF SUBBASE FOR FUTURE MULTI -USE RECREATIONAL PATH. COORDINATE WITH CITYOF SOUTH BURLINGTON. ® F I 12.9 I pAOPQ$ED 1 MIN. JTf'2 ST(k11"1-.1: rr 3I FF-SM2 i- BLACKBAY VENTURES VIII, LLC NEW 6' HIGH WOOD STOCKADE FENCE I I F I IBY STREET GRAPHIC SCALE ( IN FEET ) 1 inch = 2a fL 41.7 SETBACK r � I �I U O I �I �I �I I o I I I -0E_ II / I / I Z / m T W C/ I SITE ENGINEER: r n/f ROCKWOOD CIVIL INGINIINING ASSOCIATIS. INC. #118 10 W"ELD 1EYlANE SOUDI&RAIGTCW, Vr MM e�ae4asaa FAIL �J wad Wmrww.Dam rnPxmcaT mJs - .JA ORAmV MAB mcRTa asava --- SAV 1PPRDVa SAV n/f OWNER: POULIN #126 / n/f BELL - - - MANAGEMENT, LLC /-7DRIP EDGE l X #132 PER DETAIL / I / m I WO i a DUMPSTER ENCLOSURE SNOW TORAGE it X E XS EXISTING i GARAGE n/f BOLTON #139 EXISTIN HOUS i EXISTIN HOUSE n/f LAHUE # 145 � � I -o - I / I I IJ / n/f cil 1 / SPOONER #138 I 1 n/f ROMAN CATHOLIC 1 DIOCESE CHURCH #142 � � � I I ZONING REQUIREMENTS: ZONING DISTRICT: CENTRAL DISTRICT 3 CATEGORY REQUIRED EXISTING* PROPOSED COVERAGE 50% 60% 5.6% 7.7% 26.5% 72.7% BUILDING TOTAL SETBACK 0-80, 0-80, 5' 5' ±11.7 ±9.9 ±300.01 ±30.7 ±40.7 ± 1.a ±20.0' ±51.4' FRONT YARD FRONT YARD SIDEYARD SIDEYARD BUILDING HEIGHT 35 32' ADV. PROPOSED PRIMARY F.A.R. RATIO 0.5 15600 ! 33229 = ±.47* *F.A.R. RATIO INCLUDES ONLY FINISHED AREA BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 LOCATION MAP NST I DATE 1C�CYBD1 REVImON D4/I5/14 SAV PRELIMINARY PLAN sET rOE/mm CJC REVISED PER CITY REVIEW OE/11/14 c. REVISED PER DRR C-ENIs PROPOSED CONDITIONS SITE PLAN DATE DRAIEDIa NIMn MARCH 26, 2014 1 1.1 = 20' C1.1 �� PROJ. NO. 13247 LEGEND N - EXISTING CONTOUR APPROXIMATE PROPERTY LINE I I - - - APPROXIMATE SETBACK LINE I I - -SS- GRAVITY SEWER LINE - -FM- FORCE MAIN CTOR TO VERIFY - - W - WATER LINE I EXISTING UTILITY LOCATIONS PRIOR TO - -UE- UNDERGROUND ELECTRIC CONSTRUCTION (1YP.) \Of` ! - -0E- OVERHEAD ELECTRIC \ --G- GAS 8"D.I.---W-----------------IN---------------W--E - -ST- STORM DRAINAGE U1PE - - - - -W---- -- I QS (ID SEWER MANHOLE STORM MANHOLE INSTALL 15" CAP - ---_. -- - - / / - iiii N HYDRANT FIELD VERIFY LOCATION CATION AND ELEVATION OF EX NEWSMH#1 oIx ® SHUT-OFF FORCE MAIN RIM=320.0t INV=317.2 J/// EXISTING EDGE OF MARKET STREET MARKET STREET 31,'SERVICE o_ I tea, POWER POLE 37OF4•SCH.40 PVC CASING RYR) EXISTING SMH p N{� 0T�RS I / GUY WIRE 2 C ? Q NIV=316.2 �PO .�pCA OT y SL ❑ �.' CATCH BASIN --__-_- - -_.. _ --__ ____ _ ---- TREE111 - - --F - -- - --- 4'S 35PVC I DECIDUOUS J ' FT. MIN. CONIFEROUS TREE V iYYYY" EDGE OF BRUSH/WOODS T ! PROPOSED, PROPOSED I I NIT BUIL�,� 3 iINIT 1I1IG I I I I I FF=325.I I FF=32B.2 k1 P` UE , i NE RIM=322.7 I I 15" HD PE 15" HDPE INV.=320.0 -------------------- NEW DMH#1 EXISTING STOCKADE FENCE `EXISTING VINYL FENCE t RIM=321.82t NEW CB #2 f EXISTING STONE WAIL I INV. IN (S) RIM=321.8 NEW DMH#3 i GARAGE RIM=322.45t EXISTING CHAIN I INV. OUT=317.5(E) INV.=318.5 EXISTING WIRE FENCE INV. OUT=317.5(N) NEW CB 1 INV. IN(12")=318.9 (E)3 I LINK FENCE # INV. OUT=317.9(W) NEW CB INV. IN. (6")=318.5 RIM=321.5 RIM=322.4 WEIR INV.=318.4 INV. IN=317.9 WEIR iNV.=319.7 INV. IN=319.6 f N INV. OUT(15")=317.8 NEW DMH#4 (5'0) INV. OUT=319.5 EXISTIN RIM=322.6 HOUS INV. IN=319.1 NEW DMH#2 (5'0) INV. OUT=319.0(W) RIM-321.62f INV. OUT=319.0(N) I I INV. IN=317.7 (S) WEIR INV.=319.5 I INV. OUT(15")=317.5(N) INV. OUT (12")=317.5(E) I I WEIR INV.=318.0 EXISTIN HOUSE , I I I I I i N I I I I I I I I I I ! UTILITY NOTES I I 1. Future Market Street Utilities and Market Street layout shown I I are based on plans prepared by Vanasse Hagen Brustlin, Inc. entitled "South Burlington - Market St." dated March 24, 2014, 2. Utilities shown do not purport to constitute or represent oil I I E I Y 6.r,,. utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor - - - - - - - - - - - - - - - - - - - - - - - - -. shall field verify all utility conflicts. All discrepancies shall be GRAPHIC SCALE reported to the Engineer. The Contractor shall contact Dig Safe I I 1 3 2014 (888-344-7233) prior to any construction. 3. Final location of proposed underground electric based on I I plans by others. ( IN FEET ) 11Dhh - 20 ft City If So. Burlington SffE ENGINEER: r CIVII fNGINEEPING ASSOCIATES INC 10MAMPRDVIEWLAW SWIH&IY.9SI70N+ ,Vr 05/09 eaaeD4,Pazv FAX- eOPae..aJr wre MAxrrsacam coerncnr sots - Ar>. ncaJa etmvrm nsAWN MAB cmor® SAV APP_ SAV OWNER: BLACKBAY VENTURES V/ll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 o CIC - >� Cf f Gt L ' 7/E /N W/2'NO-BLOW TEE PROJECT: - DRAINAGE SWALE - - -END GAS MAIN W/7 - - - - I � �VNFj4n . --- - -, I PURGE POINT OAP. - -"s ------- --- -- --- - , _ ' ---- -- - ---- - - - _ _ I ------ _ _ /I LOCATION BOX OVER TEE IEXT LOC. BOX OVER END = PROPOSED I I PROPOSED 2 STORY G 1 2 STORY I ! 3 UNIT BUILDII G 3 �INIT BUILDII,fG i 1 FF=324.7 i i I FF=325.2 ' 6uma I I F I l I I INV. 315.Ot TI SUBSURFACE s SUBSURFACE INFILTRATION \ INFILTRATION SYSTEM SYSTEM 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 LOCATION MAP NTS DATB CNSC�D BBPInON 14/25/14 SAV PRELIMINARY PLAN SET I8/DS/14 CJG RENSED PER Cltt RENEW ID/11 /1l CJG RENSED PER .. COMMENTS PROPOSED UTILITY PLAN DATE DRANING NUMlM MARCH 26, 2014 ill =20' C 1.2 PNOJ. NO. 13247 I CO Lf A) CL O U C O C CIO Cfl w U i LEGEND EXISTING CONTOUR APPROXIMATE PROPERTY LINE APPROXIMATE SETBACK LINE / / I -SS- GRAVITY SEWER LINE - -FM- FORCE MAIN - - W - WATER LINE C� I -OE- OVERHEAD ELECTRIC /Ii / -ST- STORM DRAINAGE LINE / Of� © SEWER MANHOLE _ -0E- - STORM MANHOLE V HYDRANT ® SHUT-OFF �- "o, POWER POLE GUY WIRE EXISTING EDGE OF MARKET -STREET % MARKET 5;12EET 110 CATCH BASIN C / EXISTING SMH / DECIDUOUS TREE RIM=322..6 INV=316.2 / CONIFEROUS TREE- iYw'Y EDGE OF BRUSH/WOODS'- DRAINAGE SWALE / _��_ - __ •� J2 7 , 1 J21.t 321.25 / / 321.48 +321.70 321,81 + 321.97 2 1 Q + I!.+ 322.3« + 322.42 3 .7 + 322.82 L r- « / PROPOSED / PROPOSED t N t j PROPOSED] I PROPOSED 1 324.7 -GRADE I / 2 STORY i 2 STORY I 1 2 STORY I TO DRAIN / % I 3 UNIT BUILDII G 3;/NIT BUILMI G ; I t N!T BUILD! 3; NTT SUILDIAS t t I FF=324.7 ' t FF=325.2 I FF=325.7 I 1 FF=328,2 I l 3z4.7 / S / • .'. ... a •4. t O G^ t 4.1 9 4 9 .4 ' 9C3 .R SC32 OC32 9 9 3.0 .1 1173,4 BC32 .fi r t / I C 2 i 1 INV. 315.0t� • - ~ ~ 5 1 1- I / / Tt +SUBSURFACE s SUBSURFACE Jz3 / 1 ( INFLTRATION INFILTRATION SYSTEM + SYSTEM NEW CB #4 RIM t 00 " ]A- Unp HnPF x x E D #11 RIM - - INV. IN=317,5 (S) INV. OUT=317.5(E) INV. OUT=317.5(N) INV. IN. (6")=318.5 WEIR INV.=318.4 t I NEW Di (5.0) RIM=321.62t INV. IN=317.7 (S) INV. OUT(15")=317.5(N) INV. OUT (12")=317.5(E) WEIR INV.=318.0 I I I I 1. Future Market Street Utilities and Market Street layout shown are based on plans prepared by Van .se Hagen Brustlin, Inc. entitled "South Burlington - Market St." dated March 24, 2014. 2. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be eported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. uEX15TING STOCKADE FENCE] r"u `EXISTING VINYL FENCE NEW CB #2 RIM=321,8 I NEW DMH#3 INV.=318.5 RIM=322.45t / INV. IN(12")=318.9 (E) NEW CB #1 RIM=321.5 / INV. OUT=317.9(W) / WEIR INV.=319.7 INV. IN=317,9 INV. OUT(15")=317.8 / NEW DMH#4 (5'0) / RIM=322.6 INV. IN=319.1 - INV. OUT=319.0(W) / INV. OUT=319.0(N) / WEIR INV.=319.5 I � I I / I / II 11 I I HF EXISTING EXISTING I /. GARAGE STONE WA L EXISTING WIRE FENCE EXISTING CHAIN NEW CEI #3 LINK FENCE RIM=322.4 INV. IN=319.6 INV. OUT=319.5 EXISTIN I HOUS I I EXISTIN HOUSE GRAPHIC SCALE - ( IN FEET I 11Dch - 20 1t 61 RED F:i E AUG 13 2014 City of o. Burlington SITE ENGINEER: P OVII ENGINEERING ASSOCIATE& INC. 101114MI V1EII SOUMIRRAWIM IT NO eoz-eetmu ruc ean�ee�mr .ak .....Da►kmm roerRlce7 - ,,. DmR79 9i9R7m ORAIrN MAB SAV APPRDVRD SAV OWNER BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 LOCATION MAP NTS I DATE I -I R 1110N 04/25/14 J SAV I PRELIMINARY PLAN SET OB/N/14 J GJG I RENSED PER CITY REVIEW OB/11/14 J CJG I RE.- PER ORB COMMENTS PROPOSED GRADING AND DRAINAGE PLAN DAM DRAMG N1 n MARCH 26, 2014 I., =20' C 1.3 " PRGI. NO. 13247 N LEGEND EXISTING CONTOUR APPROXIMATE PROPERTY LINE — — APPROXIMATE SETBACK LINE — —SS— GRAVITY SEWER LINE — —FM— FORCE MAIN — W — WATER LINE — — OE — OVERHEAD ELECTRIC — —ST— STORM DRAINAGE LINE ® SEWER MANHOLE ® STORM MANHOLE v HYDRANT ® SHUT—OFF POWER POLE — GUY WIRE 0 ii CATCH BASIN e5a DECIDUOUS TREE / 20----- - J If CONIFEROUS TREE `\ 0 iVYYY' EDGE OF BRUSH/WOODS DRAINAGE SWALE — - /J 2 1 I I1 I � I 1 I ' UNDER PLANT ALL BEDS FACING / MARKET STREET WITH PACHYSANDRA MARKET STREET LANDSCAPING o BASED ON PLANS PREPARED BY d5 VANASSE HANGEN BRUSTILIN, INC. MARKET $�i'REE DATED 4/2/14 PLANTINGS BETWEEN MARKET STREET AND PEDESTRIAN PATH ARE NOT �P CP 2—HA 2 MP r3 AZ / PART OF PROPOSED DEVELOPMENT 1—RREr �1—PJM / / 3—IG� ��—fps j2—A_CM I I I I I I PA ip"i 1-01 -2 1111 Ruling p-q-1 moNs-11 ,lop Rug , WE ® I �� Im T I ry I p I I I I I I I / I I I I / I II I 1 I I I PROVIDE MINIMUM OF 2.5 FEET OF QUALITY PLANT SOIL IN ALL PARKING ISLANDS (TYP. OF 5 LOCATIONS.) Plant Schedule Y/Y2014 C,anfity Key Bdantcel Name Common Name Size Trees Llldlous 7 OR Ouercus rubs Red Oak 2-21/2' 7 CP blia Pa Dogwood 54 CM Carus mmd GdeGI Dogwood 2' Trees eve men 4 OF obtusa Fllicades F—.p,.y Falsec ss 4-5' Dedduous Shrubs 8 MP my- ens l"anica 'Nordic Nordic Be be (semi -ever r 18"-24" 17 CH Cotanaaster h.,i -tan . Rockspray Coloneaster #3 2 HA Hyd­g, arborescans Annabelle' Annabelle H dran ea 4-5' 5 SJ S prea j Ca New Flesh' Neon Flash Sow #7 Ere eem Shrubs 7 AZ Azalea NMhem U ht Senes 10 BS Boxwood - Green VeNat Buxus Micr Ile 18"-24" 3 TBR Taxus baccata R ndens Cree n En lish Yew 18"-24" 32 TIMID Taxus meda densif r s Dense S din Yew 18"-24" 3 RRE Rhododendron rossum elegans Roseum EI en ns Rhododdron 34 5 JPN Juni s umbens'N'na' Dwad Je nese Gardsn Juni #3 2 PJM Rhododendrnn tom ct clone CoTpect P.J.M. Rhododendron 2 8 IG Ilex glabm'Shaimock' Shamrock Inkb" #8 I 12" 2 BOL. CEDAR I f f I I I I f I I I _ _ ( I I I I I } 8' CEDAR STAKES w/CUT NOTCH /1B WIRE PASSED THROUGH SECRON „ -OF GARDEN HOSE TO PROTECT TRUNK PAPER TRUNK WRAPPING \ 4• LAYER OF SHREADED BARK MULCH (TO BE APPROVED BY LANDSCAPE ARCHITECT) ,l / 6 SAUCER RIM L:FRDM CUT, a REMOVE BURLAP TOP 1/3 OF ROOT BALL PREE AT SAME DEPTH AT WHIE HAD PREVIOUSLY GROWN 12• D NOTE: ' i. PAPER TRUNK WRAP MUST BE _ REMOVED AFTER 1 YEAR. 2. ROOT FLARES SHALL BE AT OR SLIGHTLY ABOVE FINISH GRADE. 12• 3. AREAS TO BE PLANTED THAT ARE CURRENTLY UNDER PAVEMENT CONIFEROUS TREE PLANTING PTi S WTH LOAMORDECIDUOUS TREE SANDY LOAM PLANTING SOIL TO A N.T.S. DEPTH OF 2 FEET TO SUPPORT N.T.S. TREE RDOT GROWTH. W;400R11k I I I I z d 9—TMB EXISTING ORNAMENTAL GRAS GARAGE (MASS) I I LANDSCAPING PER PLANS PROVIDED BY ROBERT M. SHENK, RLA EXISTIN HOUS I I i EXISTIN HOUSE I SITE ENGINEER: _0� CIVIL FIVGINFEIBNG ASSOCIATES. INC. IOWAVE'LDVEWLAN& SONI &NAGRNI, VT 05M 802-991 FAX: e0¢ae4-zzn sad ewe.4s sma coerna - Au. wears neaysn DH1aN MAB c�C® SAV APPmm SAV OWNER BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 1 % IJ►THA HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 LOCATION MAP NT1 DATE ICHBCYBD' IIRP181ON ' 04/28/14 SAV PRELIMINARY PLAN SET PROPOSED LANDSCAPING PLAN AUG 13 2014 DATE MARCH 26, 2014 DRAIrDIG NfD®� ,WL q41 &ALIP,'''441 f'n'- m B 1"=20' LS 1 ( IN FEET) 1 inch = 20 [t- PROJ. NO. 13247 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: June 27, 2014 SD_14_08_135HinesburgRd_BlackbayVentures_prelim Plans received: May 27, 2014 BLACKBAY VENTURES PLANNED UNIT DEVELOPMENT PRELIMINARY PLAT APPLICATION #SD 14-18 & DESIGN REVIEW APPLICATION #DR-14-05 Agenda #5 Meeting date: July 1, 2014 Applicant/Owner Blackbay Ventures Vill, LLC 226 Ridgefield Road Shelburne, VT 05482 Contact Person Property Information David Shenk Tax Parcel PO Box 4132 Volume 1192, Page 45-47 Burlington, VT 05406 CD3 and Design Review Districts 0.76 Acres PROJECT DESCRIPTION Preliminary plat application #SD-14-18 & design review application #DR-14-05 of Blackbay Ventures Vlll, LLC for a planned unit development to: 1) remove an existing single family dwelling, 2) construct four (4) three (3) unit multi -family dwellings, and 3) establish disputed boundary line with adjoining property, 135 Hinesburg Road. COMMENTS Administrative Officer Ray Belair and Planner Temporary Assignment Lee Krohn, AICP & Dan Albrecht, referred to herein as Staff, have reviewed the plans submitted on May 27, 2014 and offer the following comments. There is an existing house and garage on this 0.76 acre parcel located at the corner of Hinesburg Road and Market Street, in the Central District 3 (CD-3) zoning district. The application proposes to remove or demolish this existing home and replace it with four two-story, three -unit multi -family dwellings. Each unit would have a footprint of 650 sq. ft., and each building would have a primary footprint of 1,950 sq. ft. The total building footprint upon the lot, including all of the porches, is 8830 sq. ft. Dimensional Requirements Table 1. Dimensional Requirements CD3 Zoning District Required Existing Proposed' Min. Lot Size N/A 33,228.8 ft.2 No change Max. Building Coverage ♦ 50% 5.6% 26.5% Max. Total Coverage 80% 7.7% 72.7% ** Min. Front Setback 20 ft. 9 ft. 1 ft. Market St; 40.7' Hinesburg Rd Min. Side Setback (multi -family) 5 ft. 299.8 ft. 19.4 ft. Min. Rear Setback 5 ft. 29.9 56.4 ft. Max. Building Height 35 ft. ? 32 ft. Max. Density 25 units/acre 1.3 units/acre 15.79 units/acre Floor Area Ratio 0.5 ? 0.48* CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 and DR 14 05 135Hinesbur-qRd Black bayVentu res prelim zoning compliance ♦ Building coverage is for the overall PUD. * Includes only finished area; this is consistent with the LDRs. ** Stairway entrances only 1 ft. from the ROW/property boundary, main buildings are 5' from the boundary line. NOTE: Total lot area of 0.763 acres is upon merger of two smaller existing lots. SECTIONS: CENTRAL DISTRICT (CD) 8.01 General Purpose of the Central District 8.02 Establishment of Sub -Districts 8.03 Prohibited Uses —All Districts 8.04 Dimensional Requirements in All Districts 8.05 Specific Sub -District Regulations 8.01 General Purpose of the Central District The Central District is hereby formed in order to encourage the location of a balanced and coordinated mixture of residential, commercial, public and private uses adjacent to Dorset Street that support the city center goals and objectives contained in the Comprehensive Plan. It is designed to promote efficient use of land by concentrating mixed uses within a well-defined Central District. This will provide a pedestrian -oriented circulation network that minimizes vehicular traffic. It also encourages the traditional town center pattern of appropriately scaled buildings facing onto a well- defined and active public street. Innovative site planning and master planning are encouraged to maximize uses, shared parking, public open space and pedestrian amenities which create an aesthetically pleasing and socially active community center on and around Dorset Street. To this end, all applications involving ten (10) or more acres of land in any Central District shall require a Master Plan approval pursuant to Article 15 of these Regulations. 8.02 Establishment of Sub -Districts The Central District is divided into four (4) sub -districts - Central District 1, Central District 2, Central District 3 and Central District 4. Permitted and Conditional Uses and dimensional standards vary by sub -district as established in Sections 8.06 through 8.10 of these Regulations. The subject parcel is located in the CD 3 District. 8.03 Prohibited Uses -All Districts Proposed are multi -family dwellings, so these prohibitions do not apply. 8.04 Dimensional Requirements in All Districts A. Purpose. The general intent of the building setbacks in the Central District is to require all buildings to front on to public streets and to require that parking facilities are located in the center of the blocks to the greatest extent practicable, occupy only minimal frontage on public streets, and are thoroughly screened from view from public streets and rights -of -way. All four buildings front on and are very close to Market Street (1' setback from the property line). The CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 and DR 14 05 135HinesburgRd BlackbayVentures prelim easterly building on the corner that also faces Hinesburg Road has a porch along the full length of that building frontage, so that the building addresses the street appropriately, but with a deeper setback as befits that busier street. The Hinesburg Road frontage is appropriate. Parking is located behind the buildings and within the site, as required. The proposed front setback along Market Street is in compliance with Section 8.04 (B) (1) of the LDRs. B. Location of buildings and structures. (1) All buildings and structures, with the exception of parking facilities, are required to be constructed within an allowable building envelope. The maximum depth of allowable building envelopes shall be eighty (80) feet and, in general, shall be measured from the nearest planned public street right-of-way as shown on the South Burlington Official Map. Buildings are located within the 80 foot depth measured from Market Street. This requirement is being met. (2) The Development Review Board may approve a building, a portion of which extends beyond the building envelope provided the building contains a minimum of two (2) stories and the overall site design of the property is found to be in conformance with the intent and purpose of the Central District. This standard is met. Staff previously recommend that the buildings be separated further apart, resulting in a building not meeting the 57 ft. setback requirement from Hinesburg Road. The buildings have been moved further apart which results in the building closest to Hinesburg Road to be setback 40 feet which is a 17 ft. encroachment. Staff supports this waiver. 1. The Board should discuss this setback waiver request. (3) Exemption for master planned buildings and structures. Buildings and structures whose footprint, parking, and access are subject to and reviewed in conjunction with an approved master plan in the Central District 1 shall be exempt from requirements for the maximum depth of an allowable building envelope. N/A C. Special Standards for Setbacks (1) Side yard setbacks shall be a minimum of five (5) feet, or between zero (0) and five (5) feet if afire wall is provided. Buildings will be 12' —14' apart, and the 'outer' setbacks are more than that, satisfying this standard. (2) The front yard setback area along Dorset Street, Brookwood Drive and Sherry Road shall be restricted to the following uses or improvements: (a) landscaping and green space (b) access drives (c) pedestrian oriented improvements including but not limited to sidewalks, plazas, benches, and bicycle racks. (d) utility services provided they are placed underground. Appurtenant facilities such as transformers and amplifiers may be installed at ground level where such is in accordance with Section 13.18 of these Regulations (utility cabinets and structures). N/A CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 and DR 14 05 135HinesburgRd BlackbayVentures prelim D. Location of Parking Areas and Structures (1) Multi -level parking garages and decks may be constructed within an allowable building envelope, and/or outside of an allowable building envelope if located in the center of a block. (2) Surface parking may be provided within the allowable building envelope if it is located behind a building and is hidden from view from the public street. (3) The Development Review Board may approve surface parking which is within the allowable building envelope and which is not hidden from view from the public street by a building, provided: (a) the subject parking represents the smallest practicable portion of the total parking required for the property, (b) the area encompassed by the subject surface parking represents a significantly minor portion of the total allowable building envelope area existing on the property, (c) the applicant has sought parking waivers from the DRB to reduce the amount of surface parking required, and (d) the overall site design of the property is found to be in conformance with the intent and purpose of the Central District. Parking is located within the site and behind all of the buildings, with varied landscaping/screening proposed on the Hinesburg Road end. 25 spaces are provided, two per dwelling unit plus one. E. Parking Requirements (1) The parking requirements of Table 13 are required in the Central District. These standards may be met on -site or off -site if the parking facility is located within seven hundred (700) feet of the main entrance of the establishment and is approved by the Development Review Board. (2) The Development Review Board may accept a contribution to the parking trust fund to establish a municipal parking lot in lieu of parking spaces. The amount of the contribution shall be based on a per space fee set by the City Council. (3) The Development Review Board may further reduce the amount of parking required, up to a maximum of eighty percent (80%) of the number of spaces required, in conjunction with an approved master plan upon a showing by the applicant that the master plan includes viable provisions for off -site employee parking and transportation and construction of mass transit stops within the master planned area sufficient to further reduce parking demand. (4) Parking lots located in the centers of blocks shall be connected with openings between lots to allow traffic flow between lots. According to Table 13-1 of the LDRs, 24 parking spaces are required where the parking spaces are to be in common with no reserved spaces; 25 spaces are provided. Other standards do not apply here. F. Density. Height, coverage, setbacks, floor area ratios (F.A.R.) and the maximum size of units will govern the density of the Central District. The F.A.R. is the ratio of building square footage to lot size. For example, a 5,000 square foot building on a 5,000 square foot lot has an F.A.R. of 1.0. A 2,500 square foot building footprint on 2 floors (5,000 square feet total) on a 5,000 square foot lot also has an F.A.R. of 1.0. A one story 2,500 square foot building on a 5,000 square foot lot has an F.A.R. of 0.5. According to the applicant, this project has a floor area ratio of +- 0.47, just under the 0.5 limit in this CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 and DR 14 05 135HinesburgRd Black bayVentures prelim zoning district. 8.05 Specific Sub -District Regulations C. Central District 3 and 4 (1) Allowable Building Envelopes in Central District 3 and 4: Allowable building envelopes shall be in accordance with Section 8.04(B), with the exception of Dorset Street, Brookwood Drive and Sherry Road. Along Dorset Street, the envelope is measured from a point ten (10) feet west of the right-of-way line, thereby creating a minimum ten (10) foot front yard setback from Dorset Street. Along Brookwood Drive and Sherry Road, the envelope is measured from a point thirty- two (32) feet from the centerline of the roadway right-of-way. Please see notes above. (2) Lot Coverage in Central District 3 and 4: The maximum coverage of commercial development and mixed residential/commercial development shall be forty percent (40%) for buildings and ninety percent (90%) overall (including buildings, parking, walks, plazas, garages, etc.). The maximum coverage for residential development shall be fifty percent (50961) for buildings only and eighty percent (80%) overall. Where a multi -level parking structure is to be constructed on a lot, the maximum allowable coverage for buildings shall be ninety percent (90%). Satisfied. (3) Density in Central District 3 and 4: The base maximum density of development shall not exceed an F.A.R. of 0.5. The Development Review Board may explicitly approve development up to an F.A.R. of 0.7 as a bonus for the provision of special, public -oriented amenities such as parks, courtyards, pedestrian ways, etc. The maximum residential density shall be twenty-five (25) units per acre (minimum unit size of five hundred (500) square feet). Please see notes above on this topic. Figure 8-3, Allowable Building Envelope (Typical), CD-3 CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 and DR 14 05 135HinesburgRd BlackbayVentures prelim Central District DORSET STREET i:.0 ' v: BUILD NG ENVELOPE L CENTER OR BLOCK 80, LLJ DESIGN REVIEW 11.01 City Center Design Review Overlay District CCDR A. Purpose. A City Center Design Review Overlay District (CCDR) is hereby formed in order to promote development of the proposed South Burlington City Center as an attractive and cohesive area in which the citizens of South Burlington can take pride. It is the intent of this overlay district to ensure that the design of future development is aesthetically and functionally compatible with the desired character for this area of the City, as stated in the Comprehensive Plan. It is recognized that good design will help create and maintain a sense of place for the community, promote its self- awareness, and strengthen the business and civic elements of the community. B. Comprehensive Plan. These regulations hereby implement the relevant provisions of the City of South Burlington adopted comprehensive plan and are in accord with the policies set forth therein. C. City Center Design Review Overlay Districts and Purpose Statements. The CCDR Overlay District is divided into the following three (3) sub -zones as depicted on the South Burlington Overlay Districts Map: Design District 1, Design District Z, and Design District 3. This project is located within Design District 3. (3) Design District 3 - This area generally includes land located on the west side of Dorset Street and also on the far eastern section of Market Street. This area is planned to be a transitional area between the higher density, more intensely developed portions of City Center and adjoining residential neighborhoods. The design of buildings in this zone should be compatible with the adjoining residential character. Therefore, building materials should include wood/vinyl, as well as brick and stone, and consist predominantly of natural, subdued colors. Also, pitched roofs are highly recommended. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 and DR 14 05 135HinesburgRd BlackbayVentures prelim F. Criteria for Approval. Prior to granting design plan approval, the Development Review Board shall find that any development or activity specified in Section (D) above shall conform substantially to the following design criteria: (1) Building Design (a) Consistent design. Building design shall promote a consistent organization of major elements; and decorative parts must relate to the character of the design. All sides of a building shall be designed so that they are compatible in terms of material, window treatments, architectural accents, cornice/parapet design, etc. In Design Districts I and 3, the design of a building should consider the design features of other structures in the area so as not to be harshly discordinate with other nearby buildings. (b) Materials used. High quality, attractive materials shall be used on all buildings. Natural, indigenous materials of stone and masonry are highly encouraged, if not required. Specific requirements for each Design District are as follows: (iii) Design District 3. Natural, indigenous materials of stone, masonry and wood shall predominate. Examples of acceptable materials include red brick, indigenous stone (i.e., granite, limestone, and marble), architectural concrete and wood clapboard/shingles (synthetic materials such as vinyl siding may be used in place of wood provided it is of high quality and closely resembles wood clapboard/shingles). Other materials may be used as an architectural accent provided they are harmonious with the building and site. Examples of unacceptable materials include metal skin and laminated wood (e.g., T-111). Architectural elevations and siding materials/colors are submitted. There are no details about doors, windows, roofing materials, porch materials/stain/paint colors, no photos of the existing property, no statements as to compatibility with adjoining residential character... There is little or no stone, masonry, or wood proposed here. Synthetic siding (wood -textured fiber cement) siding is proposed. The application states that the foundations "will be rubbed with a cementitious product to provide a textured appearance"; this should be explored further for color, depth, material, durability, and the like. Staff will bring a sample to the meeting. 2. The Board should discuss the proposed construction materials. (c) Colors and textures used. The color and texture of the building shall be harmonious with the building itself and with other buildings on the site and nearby. Colors naturally occurring from building materials and other traditional, subdued colors are encouraged. More than three (3) predominant colors are discouraged. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 and DR 14 05 135HinesburgRd BlackbayVentures prelim Color pairings are proposed for each building that are all traditional and subdued. There is no information as to which color is the body or trim. A different texture/material appears to be shown on the false dormers on the Market Street elevations, but no details are provided. (d) Windows and doors. Window and door treatment (i.e., the arrangement of windows and doors into a pattern) shall be a careful response to the buildings interior organization as well as the features of the building site. The treatment of windows and doors shall be in a manner that creates a rhythm that gives necessary order and unity to the facade, yet avoids monotony. In Design Districts 1 and 2, for sides of buildings that front or face a public street, existing or planned, the majority of the first floor's facade area shall consist of see -through glass in order to promote pedestrian activity, however, the windows and/or doors should be of a human scale so as to welcome, not overwhelm, the pedestrian. wal inappropriate winclow anti ... • rhythrn Rhythm created by appropriate window and door treatment {e) Use of "iylvrmr-scak-desig►+ dernen&. Larger buildings shall incorporate the use of design elements, such as pilasters, colored or textured bands, or window and door treatments• in order to reduce the larger building's apparent overall size and, therefore, avoid a large or long monotonous appearance. See below for overall discussion of building design. (e) Use of "human -scaled" design elements. Larger buildings shall incorporate the use of design elements, such as pilasters, colored or textured bands, or window and door treatments, in order to reduce the larger building's apparent overall size and, therefore, avoid a large or long monotonous appearance. See below for overall discussion of building design. (f) Roofs as a design element. Roofs shall be part of, or define, the style of a building. They shall be used creatively to break up long facades and potentially long roof lines. Specific requirements for each Design District are as follows: (ii) Design District 3. For one-story structures, the minimum and maximum slope of a pitched roof shall be 8 on 12 and 12 on 12, respectively. For structures of two (2) or more stories, the minimum and maximum slope of a pitched roof shall be 5 on 12 and 12 on 12, respectively. Only a small portion of roof area may be flat provided it is not visible from the public street, existing or planned, or does not detract from the overall design and harmony of the building. Where portions of a CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 and DR 14 05 135HinesburgRd BlackbayVentures prelim roof are flat, architectural elements such as cornices and parapets shall be included to improve the appearance and provide interest. Large, low -slope (i.e., less than 5 on 12) gable forms are discouraged. No information is provided on roof pitch, but these are not flat roofed buildings. M AAMP2172IVIA. o s� Inappropriate Root Treatment — Monotonous Appropriate Roof Treatments (g) Orient buildings to the public street. Buildings shall be designed in a manner that relates the building to the public street in order to protect the integrity of city blocks, present an inviting street front and promote traditional street patterns. In Design Districts land 2, new buildings shall be built to the street property line. The Development Review Board may approve building locations, or portions thereof, that are set back from the street property line, provided, the Development Review Board finds the overall site layout to be in conformance with the City Center goals. The primary entrance to buildings shall be designed as such and shall be oriented directly on the public street rather than facing parking lots. The upper floors of taller buildings (i.e., floors four (4) and up) may need to be "stepped back" or otherwise sited to avoid creating a "canyon" effect and to maintain a pedestrian friendly public edge. In all Design Districts, for existing buildings undergoing renovation, improvements shall be done to relate the building better to the public street. Such improvements could include the installation of doors and windows along the sides of the building facing the public street, or the construction of walkways between the building and street. Staff feels that this criterion is met for Hinesburg Road. See discussion below regarding effective frontage on Market Street. (h) Conceal rooftop devices. Rooftop mechanical equipment and appurtenances to be used in the operation or maintenance of a structure shall be arranged so as to minimize visibility from any point at or below the roof level of the subject structure. Such features, in excess of one foot in height, shall be either enclosed by outer building walls or parapets, or grouped and screened in a suitable manner, or designed in themselves so that they are balanced and integrated with respect to the design and materials of the building. No rooftop devices are shown. (i) Promote energy efficiency. Where feasible, the design of a building should consider solar energy and the use of natural daylight by capturing the sun's energy during the winter and providing shade during the summer. No information is offered regarding energy efficiency or solar energy, although these will have to meet the state's energy code requirements. CITY OF SOUTH BURLINGTON 10 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 and DR 14 05 135HinesburgRd BlackbayVentures prelim (j) Pedestrian promenade along Market Street. In Design District 1, the provision of a covered pedestrian promenade along Market Street is required in order to protect pedestrians from inclement weather and promote walking. Any pedestrian canopy, or portion thereof, that is proposed to be located within or encroach into the public R.O. W. shall meet the specifications identified in the City Center Streetscape Guidelines. An applicant may elect to incorporate a covered pedestrian promenade as a component of the building and completely on the applicant's property, provided the promenade is at least 10 feet high and 8 feet deep. The Development Review Board may waive the requirement for a covered pedestrian promenade or canopy on a building or portion thereof if the Development Review Board finds that the block on which the building is located is adequately covered by other existing promenades/canopies. This standard appears to apply more to commercial buildings than to homes. Staff performed an initial review and met with the applicant to discuss potential significant concerns about the proposed building design, primarily, but not solely, for the front elevations facing Market Street. While these are dressed up a bit more than the back sides of the buildings, these still lack in depth, design, texture, and appearance for such sizable, prominent buildings to be placed in a line right on the street. The only real difference between the front and back are the false dormers located over each unit. Otherwise, these are the types of flat walls and unharmonious window placements sought to be avoided in the design standards. There is no apparent depth or texture to doors, windows, eaves, or trim boards. The very small porch/entryways still look like back doors to these homes. The tiny second floor windows look 'tacked on', leaving larger expanses of blank siding. Perhaps the front porches along Market Street could be extended in width, understanding there is little depth between building and street with which to work. The applicant may bring alternatives to the meeting including possible use of a small portion of the street ROW. Staff held an initial meeting and is supportive in concept due to unusual, favorable circumstances here and the importance of this site as a gateway. Greater depth and texture of window and building trim, along with more thoughtful and harmonious placement of windows on all 'open' sides of the buildings, might also help better satisfy the design standards of the LDRs. The rear facade of the easterly end unit of building #1 appears oddly out of character, as well, with a primarily blank wall and three different windows placed in a seemingly random pattern. As proposed, these buildings do not seem to satisfy the spirit, intent, or standards of this design district. Staff has discussed these concerns with the applicant. The applicant seeks to improve compliance with this criteria and plans to bring revised plans to the meeting. 4. The Board should discuss these standards and the Plan in depth especially the Market Street facades. 11.02 Site Design for City Center Design Review District A. Landscape and plantings. Significant trees and vegetation should be preserved in its natural state insofar as practicable. Any grade changes should be in keeping with the general appearance of neighboring developed areas. Landscape plantings and amenities shall be well designed with appropriate variations and shall be included as an integral enhancement of the site and, where needed, for screening purposes. In particular, parking areas shall be well screened by berms, plantings, or other screening methods to minimize their visual impact. Planting islands shall be used to break up larger expanses of paved parking areas. CITY OF SOUTH BURLINGTON 11 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 and DR 14 05 135HinesburgRd Black bayVentures prelim The City Arborist provided the following comments to staff on June 25, 2014: • Tree and Shrub Planting Details and Specifications need to be included in plans. • Specify that parking lot islands/bumpouts must be filled with quality planting soil to a depth of 2.5 feet to provide adequate soil volume to support tree growth. • Sugar Maple is not very tolerant of parking lot/street tree conditions. Recommend a different species. • Boxwood is not recommended for use bordering sidewalk on Rte. 116. Will likely incur haeavy damage from snow plowing/salting operations Yews along sidewalks will require precautions to protect against salt damage in winter No trees or vegetation will be preserved; the entire site will be cleared and redeveloped. Given the significant redevelopment proposed for this relatively small property, perhaps that's an appropriate strategy here. It is a flat site with little grade change. The concept of using large canopy trees to help shade a parking lot is appreciated. 5. The applicant should revise its plans to address the City Arborist's recommendations. Entry Maza 1� ,c s�'�-� �� iGnwn !spar,: OD rAprrorriatc Farkine r Inappropriate parking layout - no 5crecnirio anti poor circulation B. Integrate special features with the design. Storage areas, machinery and equipment installation, service areas, truck loading areas, garbage and refuse collection areas, utility connections, meters and structures, mailboxes, and similar accessory structures shall be positioned in such a way to minimize visibility from the public street, existing or planned. Such features shall be incorporated within or designed as part of the building on the site, not added as an afterthought. HVAC equipment should not be pad mounted at grade. Utility connections shall be installed underground and utilities shall co -exist to the greatest extent possible. As noted, a mailbox is shown by the entrance drive, and the dumpster is at the other end of the site, near Hinesburg Road. No HVAC nor other utility cabinets are shown on the plans. CITY OF SOUTH BURLINGTON 12 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 and DR 14 05 135HinesburgRd Black bayVentu res prelim 6. Should HVAC units be included in the development at a later stage in the development review process, the plans should clearly delineate their location and such units should be adequately screened. C. Walls, fences or other screening features: Such elements, if used, shall be employed in a skillful manner and in harmony with the architectural context of the development. Such features should be used to enhance building appearance and to strengthen visual linkages between a building and its surroundings. As noted, a scalloped, solid -wall stockade fence will be installed along the rear of the parking lot. The dumpster will be screened of unknown materials. A retaining wall of unknown materials or dimensions is also shown at the back edge of the parking lot. D. Accessible open space. When providing open space on a site, it shall be designed to be visually and physically accessible from the public street. Open space should add to the visual amenities of the vicinity by maximizing its visibility for persons passing by or overlooking the site from neighboring properties. If open space is intended for active use, it should include such elements as benches, shade trees, and refuse containers and be so designed to maximize its accessibility for all individuals, including the disabled, and encourage social interaction. The siting of open space on a lot shall also consider the potential impact of buildings, both existing and potential, on shadow casting and solar access. There is little open space on the site, but this is perhaps expected, being located in a high density land use district. E. Provide efficient and effective circulation. With respect to vehicular and pedestrian circulation, special attention shall be given to the location and number of access points to public streets and sidewalks, to the separation of vehicles and pedestrians, to the arrangement of parking areas and to service and loading areas, and to the location of accessible routes and ramps for the disabled. Site design shall also provide for interconnections, both vehicular and pedestrian, between adjacent properties. A single access drive serves the property. The parking lot is in a logical location, and as required in the LDRs. Direct access is provided to the street/recreation path/sidewalk from each dwelling unit. F. Outdoor Lighting. Outdoor lighting shall be designed to be both aesthetically pleasing and functional. The lighting type or types shall be metal halide, compact fluorescent and/or induction lamps and shall be of a white color with a Color Rendering Index (CRI) of seventy (70) or greater recommended. Light fixtures shall be appropriately shielded to preclude glare and overall illumination levels should be evenly distributed. Downcast LED light fixtures are specified, apparently several pole -mounted lights of unknown height, and also on or within the porch overhangs. No other exterior lights are shown on any plans. It is worth considering an additional pole -mounted light near the dumpster for the safety and convenience of the residents; this should be on a motion detector, so it is not on all night long. G. Provide for nature's events. Attention shall be accorded to design features which address the affects of rain, snow and ice at building entrances and on sidewalks, and to provisions for snow and ice removal from circulation areas. CITY OF SOUTH BURLINGTON 13 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 and DR 14 05 135HinesburgRd BlackbavVentures prelim Porch overhangs at front and back doors are helpful in this regard. H. Make spaces secure and safe. With respect to personal safety, all open and enclosed spaces should be designed to facilitate building evacuation, and provide reasonable accessibility by fire, police or other emergency personnel and equipment. The Fire Chief/Fire Marshal will review for building code requirements. Streetscape improvements. An applicant for new development shall be responsible for implementing streetscape improvements (e.g., sidewalks, street lighting, street trees, etc.) within the portion of the public street ROW directly fronting the parcel of land for which development is proposed. Such streetscape improvements shall be in accord with the specifications contained in the City Center Streetscape Design Guidelines. The Fire Department will provide formal comments at Final Plat. OTHER Two bike racks are shown on the plan; it likely makes sense to add at least one more to serve the westerly buildings (or have four racks, one per building). The dumpster enclosure is within the front yard area of Hinesburg Road. This may be determined to be the most logical place for it, given other site constraints, but we should be sure it is well screened by both a solid wall fence and landscaping. There is only a tiny snow storage area that cannot possibly be sufficient to serve this site; snow will have to be removed on a regular basis. It appears that underground electric lines (marked LIE on the utility plan, but not noted in the legend) will serve two of the buildings from a pole or utility cabinet located just off site at the southeast corner of the property. No connections are shown to the other two buildings. No information is provided whether any above ground utility cabinets are needed on site. A gas main is shown within the road right of way, but no connections to the buildings are shown; water and sewer connections are shown. Foundation drains are shown around all of the buildings; at least one drains to daylight, but where does it flow from there? A scalloped stockade fence section is shown on the site detail plan, apparently to be installed along the entire rear edge of the parking lot/driveway; will this also be installed to screen the dumpster? A mailbox is shown along the entrance drive, presumably to serve all of the dwelling units. A new retaining wall is shown on the site plan, but there are no details of depth/width/height/materials. Are these permitted on the property line? Is excavation required that necessitates construction or access easements on the neighbor's property? 7. The applicant should address the site plan questions noted above. Stormwater is proposed to be handled via subsurface infiltration systems. It would be interesting to learn how these actually work during winter. Downcast LED light fixtures will be used; an illuminance plan is provided, but no information as to the height of any pole -mounted fixtures. The project includes installation of a proper sub -base for a future recreational path along Market Street; this is an excellent idea that makes very good sense to do as a part of the extensive site work needed here. A concrete walkway leads from each dwelling unit to the future path, except for the unit facing Hinesburg Road, which has a walkway leading to the sidewalk on that street, as well as out back to the parking lot. CITY OF SOUTH BURLINGTON 14 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 and DR 14 05 135Hinesbur-qRd Black bayVentu res prelim Landscaping: Building construction cost is estimated at $1,742,400. Required minimum landscaping: First $250,000 x 3% _ $7500. Next $250,000 x 2% _ $5000. Balance of $1,242,400 x 1% = $12,424. Minimum required landscaping budget = $24,924; proposed = $26,475. A landscaping plan has been submitted, along with a planting schedule and breakdown of costs. The Public Works department will provide formal comments at Final Plat. Finally, the application also speaks to clarifying a disputed property boundary, but no information has been submitted as to the source of this conflict, nor how it has or will be resolved with the adjoining landowner, and ultimately, with the Board. After all, neither one landowner, nor the DRB, can simply impose a property line on their own volition. These are private, civil matters which, at best, the DRB can ratify in approving a site plan. Sworn testimony from a professional surveyor licensed to practice in Vermont might be needed; even better will be written agreement on this matter between the adjoining landowners. 8. The Board should provide guidance to the applicant and recommend measures so that no further disputes over the property boundary arise between the current or future landowners. 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: (a) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. The applicant shall obtain final wastewater allocation prior to issuance of a zoning permit. (b) 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 Director of Public Works Department will provide formal comment at Final Plat. (c) The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. The project will be served by one curb cut on Market Street. The curb cut is located approximately 360 feet from the intersection of Market Street and Hinesburg Road. This should prevent the creation of any congestion on adjacent roads from traffic entering or leaving the project parking lot. (d) 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. No wetland, streams, wildlife habitat or unique natural features are located on the site. CITY OF SOUTH BURLINGTON 15 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 and DR 14 05 135HinesburgRd BlackbavVentures prelim (e) 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. Staff feels that the design and orientation of the proposed buildings is compatible with other buildings in the District and with the overall purpose of the District to create a mix of uses coupled with a pedestrian - friendly environment. (f) 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. This criterion is being met within the constraints of the property. (g) 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 Fire Department will provide comments at Final Plat. (h) 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. Staff feels that this criterion is met. The project include construction of several concrete walkways from the four proposed buildings to connect to a future multi -use path along Market Street and construction of a concrete walkway to connect to an existing sidewalk along the west side of Hinesburg Road. The project will also install the subbase for the City's future multi -use path. Extensive landscaping along the project's frontage with Market Street and Hinesburg Road is proposed. The project as proposed is compatible with the extension of services and infrastructure referenced in this criterion. (i) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. See comments for item (h) above. Staff feels that this criterion is met. (j) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels that this criterion is met. The project establishes four appropriately scaled buildings with a pedestrian -friendly design as called for in the Central District 3. 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: (a) 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. CITY OF SOUTH BURLINGTON 16 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 and DR 14 05 135HinesburgRd Black bayVentu res prelim Chapter 14.06 of the South Burlington Land Development Regulations states the following: Parking: (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. The four proposed buildings align lengthwise along Market Street and the proposed parking is located behind them. However the east side of the easternmost building faces Hinesburg Road and thus is considered the front side of a building as well. While no building screens the parking lot from being viewed from Hinesburg Road or from the adjacent sidewalk, the project proposes extensive landscaping along that portion of the property which will screen the parking lot to some degree from being viewed. Note, that according to the regulations in Chapter 8.04, Section D. Location of Parking Areas and Structures, paragraph (3): (3) The Development Review Board may approve surface parking which is within the allowable building envelope and which is not hidden from view from the public street by a building, provided: (a) the subject parking represents the smallest practicable portion of the total parking required for the property, (b) the area encompassed by the subject surface parking represents a significantly minor portion of the total allowable building envelope area existing on the property, (c) the applicant has sought parking waivers from the DRB to reduce the amount of surface parking required, and (d) the overall site design of the property is found to be in conformance with the intent and purpose of the Central District. The overall maximum lot coverage is 80% and the development proposes 72.7 percent. Approximately 46% of the development is covered by the parking lot and internal sidewalks. A total of 24 spaces are required based upon the number of housing units. 25 are provided although one is a Handicap Only space. 9. The Board should determine whether the provisions of Chapter 14.06 and Chapter 8.04 are met so as to allow the project to proceed as planned or whether a) additional landscaping and fencing should be required along the eastern edge of the property, b) a building should be placed along Hinesburg Road to screen the parking lot and/or c) the overall size of the parking lot should be reduced. (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. Not applicable to this project (c) Where more than one building exists or is proposed on a lot, the total width of all parking areas located to the side of building(s) at the building line shall not exceed one half of the width of all building(s) located at the building line. Parking approved pursuant to 14.06(B) (2) (b) shall be exempt from this subsection. Not applicable to this project (d) For through lots, parking shall be located to the side of the building(s) or to the front of the building adjacent to the public street with the lowest average daily volume of traffic. Where a lot abuts an Interstate or its interchanges, parking shall be located to the side of the CITY OF SOUTH BURLINGTON 17 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 and DR 14 05 135HinesburgRd BlackbayVentures prelim building(s) or to the front adjacent to the Interstate. Parking areas adjacent to the Interstate shall be screened with sufficient landscaping to screen the parking from view of the Interstate. Not applicable to this project (b) 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. Staff feels that this criterion is met. The proposed buildings are similar in height and scale to others in the zoning district. The proposed easternmost building is consistent with other along Hinesburg Road (c) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff feels that this criterion is met. (d) 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. This criterion has been reviewed as part of the project's design review. Staff feels that this criterion is met. (e) 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. Staff feels that this criterion is met. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) 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. Staff feels that this criterion is met. (b) 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. Staff feels that this criterion is met. (c) 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). A screened dumpster area is shown on the plan. Staff feels that this criterion is met. (d) Landscaping and Screening Requirements. CITY OF SOUTH BURLINGTON 18 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 18 and DR 14 05 135HinesburgRd BlackbavVentures prelim Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. As noted above in staff comments on Chapter 11.02, the City Arborist provided the following comments to staff on June 25, 2014: a Tree and Shrub Planting Details and Specifications need to be included in plans • Specify that parking lot islands/bumpouts must be filled with quality planting soil to a depth of 2.5 feet to provide adequate soil volume to support tree growth. o Sugar Maple is not very tolerant of parking lot/street tree conditions. Recommend a different species. • Boxwood is not recommended for use bordering sidewalk on Rte. 116. Will likely incur haeovy damage from snow plowing/salting operations Yews along sidewalks will require precautions to protect against salt damage in winter. As noted on item #5 on page 11, the applicant should revise the plans to address the City Arborist's recommendations. Snow Storage Pursuant to Section 13.06(B) (4) of the Land Development Regulations, snow storage areas must be shown on the plans. Snow storage areas are shown on the plans although staff has concerns on whether it is large enough to accommodate snow storage given the size of the parking lot. 10. The Board should determine whether the proposed snow storage area is large enough. Landscape Budget Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. Building construction cost is estimated at $1,742,400. Required minimum landscaping: First $250,000 x 3% _ $7500. Next $250,000 x 2% _ $5000. Balance of $1,242,400 x 1% = $12,424. Minimum required landscaping budget = $24,924; proposed = $26,475. A landscaping plan has been submitted, along with a planting schedule and breakdown of costs. Staff feels that this criterion is met. RECOMMENDATION The applicant should address the items identified above that need correction, improvement or CITY OF SOUTH BURLINGTON 19 DEVELOPMENT REVIEW BOARD clarification. Respectfully submitted, DEPARTMENT OF PLANNING & ZONING SD 14 18 and DR 14 05 135HinesburgRd BlackbayVentures prelim Raymond Belair, Administrative Officer Copy to: David Shenk V( I� 0171 NK v ■ SHE ISES, LLC ■ i ENTERPR vT 05406 f Burlington, A97 SU P.O. Box Q13 497-3049 (802) (802} Cell Phone: (8021 238-0166 DAVID SNENK E.maildsher,",henkenterprises.con President CC')10"S7 wt C hMhyed the 3� C Cyr t CW"y�, U � ULJ c ell �T. d � s� (,Of; CS j n"DJO 1 CI 1 , si Go South Burlington Recreation Ion &Parks IMMUNIZATION EXEMPTION FORM The South Burlin ton and g Recreation &Parks D t'�og�'ams, even though Department uses the standard complctcd. Your g state law applies onl immunization regulations preventable disease child occurs.may face usion from to schools. 7f your child/ward is not fully i for all participants in all its camps a South Burlington Recreation fiilly immunized, we require this form to be Complete this section, and the appropriates' & Parks camp or program should a vaccine_ Recreation gnatupY op to ion below & Parks Department and submit to the South Burlington Your child's first day of camp Name of Participant: Exemption applies to the following vaccine(s): Birth Date: ❑ DTP/DTaP/DT/T ❑ Measles ❑ Td/T ❑ Rubella ❑ Polio C1 Mumps ❑ MMR ❑ Hepatitis B The following vacciMedical Exemption ne(s) are medically contraindicated: Reason for exemption: This exemption shall continue until Signature of physician Telephone No. Date I request that immunizationReligious Exemption (s) be waived because they conflict with free exercise of reli i Signature of Parent (or € pus rights. participant if l 8 yrs of older) / Telephone No. Date Moral (Philoso I request that immunization ) q Exemption (s phic) be waived because they conflict with free exercise ofmor Signature of Parent or p al (philosophic) rights. ( participant if 18 yrs of older) Telephone No. Date ray From: Justin Rabidoux Sent: Friday, August 01, 2014 1:41 PM To: ray Subject: FW: Comments on Backbay Ventures VUL LLC Project at 135 Hinesburg Road Ray, Tom and my comments are combined below. Justin From: Tom Dipietro Sent: Friday, August 01, 2014 7:46 AM To: Justin Rabidoux Subject: Comments on Backbay Ventures VIII, LLC Project at 135 Hinesburg Road Justin, I reviewed the Backbay Ventures VIII, LLC, "12 Unit Housing Project", located at 135 Hinesburg Road. The project plans were dated March 26, 2014 and last updated on April 25, 2014. I'd like to provide the following comments: • The project is on a 0.76 acre lot. The state of Vermont Department of Environmental Conservation (DEC) requires that projects creating greater than 1 acre of impervious area obtain a 3-9015 stormwater permit. Projects that disturb greater than 1 acre of land are required to obtain a Construction General Permit from Vermont DEC. It does not appear that this project will be required to obtain either of these state permits. • In order to evaluate the proposed stormwater drainage system, the applicant must provide the following additional information: o Hydrologic modeling for the stormwater drainage system. I'd be interested in reviewing modeling results for the 1 year, 10 year and 25 year storm events. o Information related to existing soils. Two test pits are shown on sheet C1.0 . Information related to these test pits should be provided as well as the results of any infiltration testing that took place. o Elevation information for the following: ■ Building foundation drain and foundation drain outlet. ■ Subsurface infiltration system bottom elevation. ■ Existing groundwater elevation. • Provide information related to the depth of stone beneath the underground infiltration facility. • There is a "Drip Edge at Building w/ Underdrain" detail on sheet C2.0 and a "Drip Edge & Foundation Drain Detail" on sheet C2.1. Please clarify which will be used. The detail on sheet C2.1 shows a sand layer and impermeable liner that is not present in the detail on shet C2.0. • Provide elevation information for the proposed new retaining wall on the property's southern boundary. • Will the proposed new retaining wall have an underdrain? • Provide a description of where water discharging from the subsurface infiltration systems will flow during large storm events. • There is an area designated for snow storage at the east end of the property. Where will snowmelt from this area flow? • The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance structures on -site. 1 1 Thank you for the opportunity to comment. -Tom DiPietro Thomas J. DiPietro Jr. Deputy Director Department of Public Works 104 Landfill Road South Burlington, VT 05403 Phone: (802) 658-7961 x108 Email: Tdipietro@sburl.com Web Site: www.sburl.com Twitter: @SBPubWorks Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. r . �r ti.i�5 4W 1A 1!kM ti M?It u• A r+. ,,, owwM�..� , aw, . naw rvnw,wa... •idM.+;M ^ 0, wMM19Mpu �pXIpp «u,�wx M� mr ass. xwm �1PAA'':+MM � y I�MIX4.°NX.S 4 PgilillM�M&�W M.tlpMY �. 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(TYP.) ••^ -^ OT ODR DETAILS NOT DSOUTH ELEVATION - FACING PARKING L07 2 3/32" � I' —On UTILITIES RECEIVED PERMITS ONLY JUN 0 2 2014 NOT FOR CONSTRUCTION City of So. Burlington 6102114 THISDRAWINGISTHEPROPERTYOF STEVEGUILD DESIGN,LLCANDIS OR THE CO COPIED, REPRODUCED, OR THE CONTENT PA THEREOF,WITHOUT THE WHOLE OR IN PART, WITHOUT THE PRIOR WRITTEN CONSENT OF STEVE GUILD NO. DATE: REVISION SCALE: ?? STEVE GUILD DESIGN, LLC 77 COLLEGE STREET, SUITE 2A BURUNGTON, VT 05401 PHONE: 802-363-1482 FAX: 802-861-3110 EMAIL st—O4te quildd ig,— MARKET STREET TRIPLEXES NEW TOWNHOUSES SOUTH BURLINGTON, VERMONT SHEET TITLE: DRAWIN4 NO. DATE: — ELEVATIONS e /"` DRAWN BY: SCG CHECKED BY: SCG PROJECT: ? ir F mM ARCHITECTURAL ASPHALT SHINGLES CIRCULAR VENT FIBER CEMENT SHAKES ,VINYL WINDOWS - 5" PVC WINDOW TRIM 6" PVC CORNER TRIM FIBER CEMENT BOARD SIDING, 5" EXPOSURE COLOR A -PER EA. BLDG. ARCHITECTURAL ASPHALT SHINGLES DECORATIVE COLUMN PVC -RAILING EAST ELEVATION — FACING I—IINESBURG RD 3/16 REVISION 11US DRAWING IS THE PROPERTY OF STEVE GUILD DESIGN, LLC AND IS NOT TO BE COPIED, REPRODUCED, OR THE CONTENT THEREOF USED, IN WHOLE OR IN PART, WITHOUT THE PRIOR WRITTEN CONSENT' OF STEVE GUILD SCALE: DRAWN BY: CHECKED BY: PROJECT: METERS REFER TO EAST ELEVATION FOR DETAILS NOT NOTED 2�WEST ELEVATION —BUILDING #1 �n6.. I�_o�� METERS REFER TO EAST ELEVATION FOR DETAILS NOT NOTED WEST ELEVATION — BUILDING #3 4 3/16" . I'-O" STEVE GUILD DESIGN, LLC 77 COLLEGE STREET, SURE 2A BURLINGTON, VT 05401 PHONE: 802-363-1482 FAX: 802-861-3110 EMAIL: sLe 0ste guildd®sign .. MARKET STREET TRIPLEXES NEW TOWNHOUSES SOUTH BURLINGTON, VERMONT REFER TO EAST METERS ELEVATION FOR DETAILS NOT NOTED , EAST ELEVATION — BUILDING #2 4 #4 it �ECEIVED JUN 0 2 2014 City of So. Burlington ELEVATIONS T BOAI CPOSUF e EA. PERMITS ONLY NOT FOR CONSTRUCTION 6/02/14 A3 CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE oin public 20 ,14, a copy of the foregoing P that on this 1•3 day of Su„e _;H-� (application number], was I hereby certify 0 t type of application] # � __--- , notice for r�'w,tna ti sent by U.S. mail, postage prepaid to the own ri sht of-wayp and n cud ng he des ning the criptionject r of the to development, without regard to any public g ton. I further information provided by the City of South Burling property and accompanying g parties in accordance with 24 V.S.A. ow certify that this notification wasp the South Burlthe ington Land Development Regulations: §4464(a) and Section 17.06(B) List of recipients: (full names and addresses) Sep 14tfc,e.4etl � yr 13S •� �►�c,�h�'� �� � A> day of JNL' , 20 1- - Dated at c. -.? I � y- townlcity], Vermont, this 13__— y vi y�oa-a �-olG� dsl,t.�%�:sl,r.�cehberrse�.com 6W'4 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 Btirlington Sample Certificate ofservice Form. Rev. 1-2012 Parcel ID ID#2 Adjoining Property Owners 135 Hinesburg Road South Burlington, VT 05403 Owner 911# Street SPAN Mailing Address 0450-00000 SOUTH BURLINGTON CITY CENTER, LLC 0 MARKET ST 600-188-14489 P.O. Box 2204 South Burlington 5407 0860-00113 CHASTENAY ESTATES INC 113 HINESBURG RD 600-188-13157 97 Hinesburg Rd South Burlington 5403 0860-00126 POULIN CHARLES L& DONNA 126 HINESBURG RD 600-188-13849 same 0860-00132 BELL MANAGEMENT LLC 132 HINESBURG RD 600-188-10435 P.O. Box 1444 Williston 5495 0860-00138 SPOONER JOYCE H 138 HINESBURG RD 600-188-15867 same 0860-00139 BOLTON BRIAN F 139 HINESBURG RD 600-188-10637 same 0860-00142 CATHOLIC DIOCESE 142 HINESBURG RD 600-188-17844 same 0910-00002 CARPENTIER CHARLES E 2 IBY ST 600-188-11068 same 0910-00004 PARKER ANNETTE & LESLIE 4 IBY ST 600-188-10456 same 0910-00006 CHAUSSE SARAH 6 IBY ST 600-188-11217 same 0910-00008 MOORE MOLLY FRANCES 8 IBY ST 600-188-14408 same Adjoining Property Owners South Burlington City Center, LLC South Burlington, VT 05403 Parcel ID ID#2 Owner 911# Street Mailing Address 1775-00075 SONRISE PARTNERSHIP LLP 75 VILLAGE GREEN DR 26 Railroad Ave. Essex 5452 0860-00111 CHASTENAY ESTATES INC 111 HINESBURG RD 97 Hinesburg Rd South Burlington 5403 0860-00113 CHASTENAY ESTATES INC 113 HINESBURG RD 97 Hinesburg Rd South Burlington 5403 0860-00097 EDMOND CHASTENAY FAMILY TRUST 97 HINESBURG RD Same 1810-12935 POMERLEAU ANTONIO B LLC 12935 WILLISTON RD 69 College St Burlington 5401 1120-00028 HUDSON DOUGLAS 28 MARY ST Same 1120-00033 THIRTY THREE MARY STREET LLC 33 MARY ST 2 Market St South Burlington 5403 0570-00150 DORSET SQUARE ASSOCIATES 150 DORSET ST 30 Kimbal Ave Suite 101 South Burlington 5403 0570-00222 MALONE DORSET ST PROPERTIES LLC 222 DORSET ST 122 Gallison Hill Rd Montpelier 5406 0450-00005 POON TRUST LLC 5 MARKET ST Same 0910-00008 MOORE MOLLY FRANCES 8 IBY ST Same 0910-00010 BENEDICTYVONNE D 10 IBY ST Same 0910-00012 BRANCH THOMAS H & EUNICE M TRUST 12 IBY ST Same 0910-00014 LEFEBVRE LUC & THERESE 14 IBY ST Same 0910-00016 HALLMAN MAUREEN 16 IBY ST Same 0910-00018 GERLACK LAWRENCE A & BEATRICE 18 IBY ST Same 0910-00022 STANLEY CYNTHIA A TRUST 22 IBY ST Same 0910-00024 MENARD JAMES R & SHIRLEY T 24 IBY ST Same 0910-00026 HURTUBISE WILBUR E & THEDA E LIFE ESTATE 26 IBY ST Same 0910-00028 BURNS HUGH E 28 IBYST Same 1490-00006 AOS REALTY LLC 6 SAN REMO DR Same 1490-00016 BOUCHARD SONS GARAGE INC 16 SAN REMO DR Same 0450-0004 Tekram Partners 100 DORSET ST 2 Market St South Burlington 5403 0450-00010 City of South Burlington 10 MARKET ST 550 Dorest St South Burlington 5403 0910-00030 City of South Burlington 575 Dorest St South Burlington 5403 Robert H. Dumont Family Trust 73 Philo Rd West Elmira, NY 14903 south PLANNING & ZONIN'G Permit Number DR- - 0 (of5ce use only) APPLICATION FOR DESIGN REVIEW (NON -SIGN) 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 Design Review Committee and Development Review Board. For amendments, please provide pertinent information only. 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and faxi#) 1>laCt b,-, 1 ��poI LA V V ek I I I— ?,2 9i�r,,-r, OIJRA, Skirl fa.►YH p Vr C?.SYb 2) APPLICANT (Name, mailing address, phone and fax #) e S�„�►-,� as Owhc' Orf ISeruvd 3) CONTACT PERSON (N me, mailing address, phone and fax #) )G l v1_1J S� C v1�C 10 Svc 413 a , 9 ., rG-1gLo, , V.T 05104 =a3�-c�Gd �;�✓> 4��-3r9S 3a) CONTACT EMAIL ADDRESS 4) PROJECT STREET ADDRESS: 135 H�nn,Ib�,"!I Rd, SUIn-LA 13wrI14 5) TAX PARCEL ID # (can be obtained at Assessor's Office) O f� 60 — CV13 S 6) PROJECT DESCRIPTION a) General project description (explain what you want approval for): i--tied An4civut & be 4110. 4h;, -#-] le, ti(;� £v Spr-r �iS f.N.,l la,x•�n�a�,5 �i"riye,Gd.1 991/ L� c,ticd 9) PLANS AND FEE Plat plans 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 P1317-format) mot► 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com copy of the plans must be submitted. The application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. 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. i J GN TURE OF APPLICANT ---�� /recl- SIGNFURE OF PKOFsERTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this sketch plan application and find it to be: Complete ❑ Incomplete Administrative Officer Date 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. Design Review Application Form. Rev. 12-2011 May 27, 2014 David Shenk Black Bay Ventures VIII, LLC 226 Ridgefield Rd Shelburne, VT 05482 RE: 135 Hinesburg Rd — Design Review Application Mr. Ray Belair Zoning Administrator South Burlington Planning & Zoning 575 Dorset St. South Burlington, VT 05403 Dear Ray, RECL-11 MAY 2 7 2014 CRY Of 80. Buldnow Please accept this letter as an introduction to our project proposed at 135 Hinesburg Rd. The lot is located on the corner of Hinesburg Rd and Market Street, and is approximately % of an acre. The existing site has a house located near Hinesburg Rd with a small garage, yard, with the balance of the lot being wooded. All existing structures and trees will be removed in preparation for the new development. We are proposing a total of 12 housing units, to be built in a total of four (4) buildings (each building will be a tri- plex). All parking will be on -site, with a total of 25 parking stalls located behind the proposed structures. The buildings will be located parallel along Market Street (5' set -back from boundryline) to give the feel of a city street. Landscaping will be intensive along both Hinesburg Rd and Market St., and will be incorporated with new sidewalks that will create a warm welcoming to the new'City Center'. A mixture of taller shade trees, low growing hedges, spreading shrubs, and medium height trees will create lots of attractive green -space for persons living in the units and the community as they travers down Market Street. A new fence will be installed along the rear of the parcel (parallel to IBY St.) to create visual barrier to maintain personal space for all property owners. Architecturally, the building will use siding with both 4" and 6" reveal, in addition to bands of trim along the fasads . With the exception of the unit closest to Hinesburg Rd, all the unit's front door will have frontage onto Market Street, with a secondary rear entrance for easy access to parking. The unit closest to Hinesburg Rd, will have a full width front porch that is directed toward Hinesburg Rd and the newly proposed landscaping. Dormers, small decks and overhangs have been added throughout to create ease to the occupants and for added architectural value. The foundations will be rubbed with a cementitious product to provide a textured appearance. Thank you for y ur consideration, do not hesitate to contact me if any questions. 'I )klz- David Shenk — BBV VIII, LLC theOther Paver • Notice to Title 32, Vermont Statut 'A person who feels ag; to be heard by them, meeting, file with then such grievance meet Upon the hearing of si such documentary or Grievance hearings for City Hal MO FIVE DOOR 575 Dorset St)ne family own- nal vehicle. Im- ion. 53,000 miles. multi adjustable Property valuat�ts, mud flaps, narket premium Wednesday, June 25, ;vew brakes and contact the Assessojviced, inspected Service records in writing oiaintained, non - pets. Clear title. easonable offer. All official valuatiop/05) Assessor's office in W;CORD: 4- door, r sunroof, power You do not need tminum wheels. ce, no accidents. appointment to revi�838. (06/05) need to review you1JNER 185:Bow- as soon as pos'135 hp. Great )od condition. 286 (06/12) R To )KU LION • June 12, 2014 • 19 WakeRobin M. S IiFFCTs-CSMUw:T• �... Licensed Nursing Assistants Full & Part -Time Wake Robin, Vermont's premier continuing care retirement_ community seeks,, dedicated nursing I Tr./ •,,•••••, • REFER TO EAST (Tyr.) UTIUTIES ELEVATION ON SWEET AS FOR DETAILS NOT NOTED. NORTH ELEVATION — MARKET STREET i-w BUILDING #4 REF= TO EAST BUILDING #8 BUILDING #2 BUILDING #I ELEVATION ON SWEET AD FOR DETAILS NOT NOTED. SOUTH ELEVATION — FACING PARKING LOT D' REVISION SWEET RECEPVED MAY 2 7 ?Wl city of So. Burlington PERMITS ONLY NOT FOR CONSTRUCTION 5/22/14 DATE= - THIS DRAWING ISTHE PROPERTY OF SIEVE IS ED,REPR DRAWN SY, 9c4 STEVE GUILD DESIGN, LLC MARKET STREET TRIPLEXES HECOPIUILD REPRODUCED, NOT TO BE COPIED, REPRODUCEp, D OR THE CONTENT THEREOF USED, C1FJCXW BY, Sw ELEVATIONS IN FROUEGT� ? NEW TOWNHOUSES �� WHOLE OR IN PART, WITHOUT THE PRIOR WRITTEN CONSENT OF STEVE 77 COLLEGE STREET, SUITE 2A GURUNGION. VT 00401 SOUTW BURLINGTON, VEIV IONT GUILD PHONE: 002-M-1402 FAX: WZ-WI-3110 EMNL• *bv~avequXgapign.can roomI ■MN ARCHITECTURAL ASPHALT SHINGLES CIRCULAR VENT VINYL SHINGLES VINYL WINDOWS 4" PVC WINDOW TRIM 6" PVC CORNER TRIM VINYL SIDING ARCHITECTURAL ASPHALT SHINGLES DECORATIVE COLUMN PVC RAILING TREK DECKING (-,1EAST ELEVATION - FACING HINESBURG RD METERS REFER TO EAST ELEVATION FOR DETAILS NOT NOTED r,-1WEST ELEVATION - BUILDING, #1 REFER TO EAST ELEVATION FOR DETAILS NOT NOTED WEST ELEVATION BUILDING #3 NO, I DATES REVISION SCALE, DATE, - STHISTEVE AWINGISTHE N,LLC AND DRAWN nY, STEVE GUILD DESIGN :LLC STEVE GUILD DESIGN, LLC AND IS f NOT TO BE COPIED, REPRODUCED, CHECKED CYO OR THE CONTENT THEREOF USED, IN FROJECF� 7 WHOLE OR IN PART, WITHOUT THE 77 COLLEGE STREET, SUITE 2A BURUNGTON, VT 05401 PRIOR WRITTEN CONSENT OF STEVE GUILD MOW* 1902-363-14E2 FAX: 002-641-3110 DW: stw49* v u1W p EMOn.com MARKET STREET TRIPLEXES NEW TOWNHOUSES SOUTH SURLINGTCNI VERMONT REFER TO EAST METERS ELEVATION FOR DETAILS NOT NOTED t-1EAST ELEVATION - BUILDING #2 4 #4 RECEIVE` MAY 2 7 2014 City of So. Sudington ELEVATIONS PERMITS ONLY NOT FOR CONSTRUCTION 5/22/14 A3 Plant Schedule 412012014 Quantity Key Botanical Name Common Name Size Price Cost BB/Con Trees (decidious) 4 AS Acer saccharum Sugar Maple 2-21/2" $ 875 $ 3,500 BB 3 QR Quercus rubra Red Oak 2-21/2" $ 900 $ 2,700 BB 10 CP Cornus alternifolia Pagoda Dogwood 5-6' $ 350 $ 3,500 BB 4 CM Cornus m. 'Golden Glory' Golden Glory Dogwood 2" $ 700 $ 2,800 BB Trees (evergreen) 2 TS Pseudotsu a menziesii Douglas Fir 6'-8' $ 410 $ 820 BB Deciduous Shrubs 11 MP Myrica pensylvanica 'Nordic' Nordic Bayberry (semi -evergreen) 18"-24" $ 120 $ 1,320 BB or Con 17 CH Cotoneaster horizontalis Rockspray Cotoneaster #3 $ 75 $ 1,275 Con 2 HA Hydrangea arborescens'Annabelle' Annabelle Hydrangea 4-5' $ 250 $ 500 B&B 5 Si Spirea jponica 'Neon Flash' Neon Flash Spirea #7 $ 120 $ 600 Evergreem Shrubs 10 AZ Azalea Northern Light Series 18"-24" $ 60 $ 600 BB or Con 36 BS Boxwood - Green Velvet Buxus Microphylla 18"-24" $ 95 $ 3,420 BB or Con 3 TBR Taxus baccata Repandens Creeping English Yew 18"-24" $ 125 $ 375 BB 12 TMD Taxus media densiformis Dense Spreading Yew 18"-24" $ 125 $ 1,500 BB 4 RRE Rhododendron roseum elegans Roseum Elegans Rhododendron 34 $ 350 $ 1,400 BB 5 JPN Juniperus procumbens'Nana' Dwarf Japanese Garden Juniper #3 $ 75 $ 375 4 PJM Rhododendron compact clone Compact P.J.M. Rhododendron 2' $ 150 $ 600 BB 7 IG Ilex glabra'Shamrock' Shamrock Inkberry #5 $ 170 $ 1,190 Total Cost $ 26,475.00 Construction Cost Estimate/ Landsacape Cost Estimate 135 Hinesburg Rd., South Burlington Total Building Cost Required Landscape Budget 3% $ 250,000 $ 2% $ 250,000 $ 1% $ 1,242,400 $ 1,742,400.00 7,500 5,000 12,424 Total Req. Landscape Budget $ 24,924 Total Landscape Proposed $ 26,475.00 C: �Users�David�Desktop�02 - MarketSt�Drawings �Landscape �[002 -Planting Schedule.xls]CostRequirements b" LED Downlight LCUED 120 or 277V 0-1 OV Dimming Option APPLICATIONS: LiteFrame Commercial (LC6LED) is a 6" commercial grade LED downlight with available outputs between 10000.1600 lumens. This is suitable to replace most CFL downlighting applications, while realizing substantial energy and maintenance savings. Rated for a minimum of 50,000 hours life (70% lumen maintenance) with ambient plenum temperatures up to 35°C (LED5), 28°C (LED6), 25°C (LED7). Free Air Flow around fixture is required for optimal life performance. HOUSING: One-piece 22 gauge noncorrosive steel platform. Pre -wired J-box with snap -on cover for easy access. Snap -in connection from driver compartment allows easy installation of light engine/trim assembly and can be upgraded to accommodate technology improvements. Approved for 8 (4 in/4 out) No. 12 AWG conductors rated for 90°C through wiring. REFLECTOR: High purity aluminum, Alzak, iridescence suppressed, semi -diffuse reflector. Self -trim standard. Painted white self trim (WT) available as option. LED LIGHT ENGINE: The LC6LED uses either 36, 54, 72 low power Nichia LEDs, specifically mixed to provide a minimum of 80 CRI with 3 SCDM color consistency. The use of multiple low power LED's allows for optimal thermal management by effectively spreading the heat over a larger area and eliminating hot spots on the LEDs. A diffuse, yet highly transmissive fens obscures the view of the LEDs and creates a smooth, even look from below. The light engine is available in multiple Kelvin temperatures and the system is designed to provide optimal life and lumen maintenance (50,000 hours at 70% lumen maintenance). The reflector/light engine assembly is mechanically retained to the housing. LED DRIVER: The LC6LED utilizes a 25 waft constant current Thomas Research Products LED driver. This some driver is capable of running all three different lumen outputs, resulting in a reduction of housing sku's and simplified specification. The driver is ULB750 and Class II compliant. DIMMING: A 0-1 OV dimming option is available (DM), providing flicker -free dimming down to 10%. See list of compatible I; dimmers on page (3). For the sizing of the control circuit, the dimming circuit may require up to 1.2mA of sink current. INSTALLATION: Light commercial bar hangers included. Universal adjustable mounting brackets also accept V2" EMT conduit or 1 Y2" or 3/4" lathing channel (by others) or Prescolite 24" bar hangers (B24 or 136). Wall wash orientation may be field adjusted in 90° increments to housing. CERTIFICATIONS: CSA certified to US and Canadian safety standards. Suitable for wet locations (EM & WW damp location). ENERGY STAR qualified on standard downlight. WARRANTY: 5 year warranty. See www.prescolite. corn for details. DATE: TYPE: FIRM NAME: PROJECT: ;�Frr Ceiling Cutout: 6'/4" Maximum Ceiling Thickness 1 t/4" For conversion to millimeters, multiply inches by 25.4 Not to Scale 6LCLED 5 & 6 "See page 5 for 6LCLED 7 line or Order housing, reflector, and accessories separately "See page 5 for 6LCLEDEM line art CATALOG NUMBER: EXAMPLE: LC6LED 120DM - 6LCLED535K8WT /8" HOUSING VOLTAGE HOUSING OPTIONS — U 'LC611LED U 120 ❑ Blank ❑ 6" LED 120V No Dimming Housing U 277 U DM 277V 0.1 OV dimming to 10% ❑ WIH Wi-Hubb Enabled ❑ EM3 Bodine BSL31 OC-DF Battery Pack with integral test switch and indicator light ❑ EMR Bodine BSL31OC Battery Pack with remote test switch and 4indicator light 1-resco I ite A Division of Hubbell Lighting, Inc. TRIM APERTURE OUTPUT KELVIN CRI REFLECTOR FINISH REFLECTOR COLOR REFLECTOR OPTIONS — ACCESSORIES 6LCLED U 5 U 27K U 8 ❑ Blank U: WHI U WT U 6" Open Nominal 2700 80+ Clear White White Trim Reflector/ 1000 Kelvin CRI Alzak, Paint U EMa,s Light Engine Delivered ❑ 30K Semi- Pre -punched U Assembly, Lumens 3000 Diffuse reflector U 6 Kelvin to accept Nominal U 35K integral test ❑ 1400 Lumens 3500 switch Delivered Kelvin ❑ WF Ll 7 U 40K Wide Nominal 4000 Flangee Li 1600:.Lumens Kelvin U 11NNWW Delivered Wall Wash ' Requires VVT option 'See LC6LED and LiteGear Compatibility on page 3 sEM must be selected on both the housing and the trim, not compatible with VVW trim 'Not compatible with EM or EMR ❑ 'Damp location only ^Not compatible with EM (EMR is compatible( t U In a continuing effort to offer the best product possible we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Web: www.prescolite.com " Tech Support: (888) 777-4832 /4" Set of twol2) 24" bar hangers forT-bar ceilings' B6 Set of two (2) bar hangers for ceiling joist up to 24" centers LGl S2.4 DUakiteI OOVA Surface Wall Mount LiteGear Emergency Lighting Inverter LG l R2,4 Dual-Life1 OOVA Recessed Wall Mount LiteGear Emergency Lighting Inverter LG1T2.4 Dual-LiteI OOVA Recessed Ceiling T-Grid LiteGeor Emergency Lighting Inverter LG2S2'4 Dual -Lice 250 VA Surface Wall Mount LiteGear Emergency Lighting Inverter SCA6D_ Sloped ceiling adapter (see note on page 4) LFR-LED-013 PHOTOMETRIC DATA DRIVER DATA 6LCLEDSxxx 6LCLED6xxx 6LCLED7xxx LiteFrame - 6" LCUED Downlight Input Voltage 120-277V 120-277V 120-277V Input Frequency 50/60 Hz 50/60 Hz 50/60 Hz Input Current 0.143 (120v) 0.200 (120v) 0.148 (120v) 0.062 (277v) 0.087 (277v) 0.108 (277v) Input Power 17.1 W 24.OW 29.8W Constant Current Output 700mA 700mA 700mA Power Factor z0.90 z0.90 z0.90 THD <25% <20% <20% EMI Filtering FCC 47CFR FCC 47CFR FCC 47CFR Part 15, Class A Part 15, Class A Part 15, Class A Operating Temperature -30°C to +35°C -30°C to +28'C -30°C to +25'C Dimming 0-10V 0-10V 0-10V Over -voltage, over -current, short-circuit protected LCISLED120 6LCLED53SK8 LED Light Engine: 3500K, 80+ CRI System Wattage: 17.1 W Fixture Delivered lumens: 925 Fixture Efficacy: 54.0 Spacing Criteria: 1.3 CANDELA DISTRIBUTION DEG CANDELA 5 0 560 5 552 49 15 593 25 621 35 444 45 161 55 10 65 2 75 1 5 n 85 0 Test No. 191 1.6074 90 0 Tested at 25°C Ambient in accordance to IESNA LM-79-2008 LC6LED120 6LCLED635K8 LED Light Engine: 3500K, 80+ CRI System Wattage: 24.OW Fixture Delivered Lumens: 1375 Fixture Efficacy: 57.3 Spacing Criteria: 1.3 303 CANDELA DISTRIBUTION DEG CANDELA 11 0 836 5 824 0 15 847 25 869 35 649 45 249 55 16 65 4 75 1 85 0 1e 90 0 Test No. 1910.6073 Tested at 25°C Ambient in accordance to IESNA LM-79-2008 Lumen Multiplier Table Photometrics for the LC61LED are published below at a nominal 3500 Kelvin temperature. This table may be used to approximate the lumen values at different Kelvin temperatures. Power consumption would stay the some. ZONAL LUMEN SUMMARY ZONE LUMENS 0-60 920.4 0-90 925.1 90-180 0.0 0-180 925.1 5000 Kelvin 1.14 4000 Kelvin 1.03 3500 Kelvin 1.00 3000 Kelvin 1.00 2700 Kelvin 0.91 LUMINANCE DATA IN CANDELA/ SO. METER Angle in Vertical Average - Oa 45° 12691 55° 873 65° 326 75° 164 85' 62 PACC1:1(`1CNTC AC 8l"ll 17AT (%m 7nnwl (:wvi+u Mwthnrl % MOW celllrlg Cavity Reflectance L 80% 70% 60%1 30% 1 10% s� 20% Effective Floor Cavity Reflectance E % Wall Reflectance 70 50 30 10 70 50 30 10 50 30 10 50 30 10 50 30 10 1 /13 110 107 105 110 Im Im I 104 IM too 100 98 97 BB 95 0a 2 106 tat 96 93 1W 99 95 92 98 93 90 93 90 88 90 88 88 3 1W 93 87 83 98 91 88 82 89 84 81 86 n W 84 at78 4 94 86 ]9 75 92 84 79 76 82 77 73 80 78 72 78 75 72 5 80 79 72 BB 87 ]B 72 81 78 71 87 74 70 88 73 89 85 It 83 73 68 82 82 72 68 et 71 85 61 69 84 60 68 83 60 7 78 68 61 58 77 8] B1 S6 68 60 58 64 "' 55 63 59 55 8 14 83 5B 52 72 62 SB S1 61 S5 51 an 55 51 59 54 51 9 69 59 52 47 68 58 52 47 57 51 47 SB 51 /7 55 50 47 10 66 55 48 44 54 54 48 44 53 48 44 53 47 43 52 47 43 LMED120 6LCLE0535KB Test too. 1911.8074 ZONAL LUMEN SUMMARY ZONE LUMENS 0.60 1369.3 0-90 1375.2 90.180 0.0 0-180 1375.2 LUMINANCE DATA IN CANDELA/ SO. METER Angle in Vertical Average - 0° 45° 19982 55° 1447 65° 541 75° 244 85° 89 1'n9:FCIr`1FNTC nF Inrll 17ATIAN 7-1 r-ity Mwthntt t % Effective Gaping cavtty Reflectance 0 0 80% 1 70% 1So% 30% 1 10% V-C 20% ESective Floor CavityReflectance E4c 0 % Wall Reflectance a0! 70 50 30 10 70 50 30 10 50 30 10 50 30 10 50 30 10 1 113 110 '07 1. 110 106 105 tat 1. 102 100 1W 80 97 95 95 94 2 IN tat 98 92 104 99 95 91 96 92 89 93 9087 90 88 88 3 100 03 87 83 98 91 86 82 89 84 81 86 82 79 84 81 78 4 94 B5 79 74 92 84 ]8 74 82 ]] 73 80 75 72 78 74 71 5 88 79 ]2 67 88 78 71 67 76 ]0 88 74 69 85 ]2 BB 65 6 83 73 66 61 81 72 65 61 70 8d 80 69 66 60 67 M 59 )8 67 60 SB 76 M W W 85 59 55 64 59 55 M 58 54 e 73 62 M 51 72 62 55 51 B1 55 W 59 54 M 58 54 50 9 69 58 51 47 a57 51 47 M 51 48 M So 4656 50 46 10 65 54 47 43 84 54 47 0 047 43 52 47 4351 46 43 MOSLEM 70 6LCLE0635KB rest NO. 191u.6u73 Web:'prescolite.com • Tech Support: (888) 777-4832 r e s c o I i t e 701 Millennium Boulevard • Greenville, SC 29607 U.S.A. a Phone (864) 678-1000 HUBBELL Copyright 02014 Prexolile, Inc., o division of Hubbell Lighting, Inc. All Rights Reserved Specifications subject to change without notice. - Printed in U.S.A. • LFR-LE6013 • 2/28/14 Hubbell Lighting, Inc. PHOTOMETRIC DATA LC6LED120 6LCLED735K8 LED Light Engine: 3500K, 80+ CRI System Wattage: 29.8W Fixture Delivered Lumens: 1598 Fixture Efficacy: 53.6 Spacing Criteria: 1.3 e4 CANDELA DISTRIBUTION DEG CANDELA 5 0 1003 5 996 60. 15 998 25 1020 35 822 45 314 15. 55 25 65 5 75 2 85 0 " 90 0 Test No. 1912.6072 Tested at 25°C Ambient in accordance to IESNA LM-79-2008 LC6LED120-6LCLED635K8 WW LED Light Engine: 3500K, 80 CRI System Wattage: 24.1 W Fixture Delivered Lumens: 1320 Fixture Efficacy: 55 350 700 71 1050 LiteFrame - 6" LCUED Downlight ZONAL LUMEN SUMMARY ZONE LUMENS 0.60 1590.1 0-90 1597.6 90.180 0 0.180 1597.6 CANDELA DISTRIBUTION POa DEG 0.0 90.0 180.0 75D 0 949 949 949 5 955 971 970 15 896 943 937 50e 25 713 940 961 35 536 554 506 45 315 173 173 15° 55 161 8 7 65 41 3 3 75 2 2 2 85 0 0 0 01 Ode 15' 30o 90 0 0 0 90'deg-------- 180-deg — — — — Test No. 8076 Tested at 25°C Ambient in accordance to IESNA LM-79-2008 LUMINANCE DATA IN CANDELA/ SO. METER Angle in Vertical Average - 0° 45' 22934 55° 1376 65° 538 75° 272 85° 75 r 0FFFlr.lFNTC nP 111711 17&TlnN 7-1 ('.nvifv 6AcfhnA % ENective Calling Cavity Reflectance 80 % 70% 50 % 30 % 10% % Effective Floor cavity Reflectance 86 Well Reflectance 70 SO 30 10 70 SO 30 10 50 30 10 50 30 10 50 30 10 t 113 110 107 105 110 108 105 103 103 101 100 100 BB 97 96 95 94 II 108 tat N 93 1M 99 85 91 96 92 89 93 90 88 90 88 86 3 1W B3 87 M BB " 66 62 86 64 81 88 82 7B 84 81 78 4 B4 85 7B 74 92 84 76 74 82 77 73 80 76 72 78 74 71 5 N 79 72 8] M 78 72 67 76 10 W ]4 BB W 13 68 65 6 83 73 66 81 in 72 W 81 ]0 65 W 69 64 60 67 63 60 7 78 67 61 56 ]B 8] W W 65 58 W 64 59 55 63 58 W 8 73 63 56 51 72 62 55 51 61 65 51 N 54 50 5B 54 W 6 89 58 52 47 88 5B 51 47 s7 51 4] S6 50 47 SS 50 46 10 65 54 48 43 64 54 48 43 53 47 43 52 47 43 1 51 46 43 LC6LED120 6LCLED735K8 Test No, 1912,6072 LUMINANCE DATA IN CANDELA/SO. METER Angle in Vertical 0 DEG 90 DEG 180 DEG 45' 26581 14599 14599 55° 16749 832 728 65° 5789 424 424 75° 461 461 461 85° 0 0 0 ,.t MULTIPLE VNITS {)} 1 2 3 4 3, CFNUR+ 4'CENTEER T 3' DISTANCE FIXTURE MOUNTED OUT FROM WALLS FOOTCANDLE DISTRIBUTION ON WALL SURFACE 1 LL 2 3 3 i 4 2 5 6 O 7 LL e v 9 LC6LED120-bLCLED635K8 WW Test No.8076 I 1 0 0 0 1 1 1 1 0 1 9 5 2 1 0 10 7 10 9 4 9 12 11 6 1 0 15 18 15 13 12 13 11 10 7 3 1 18 17 18 13 13 13 IO 9 7 4 2 IB 19 18 14 14 14 7 1 6 4 2 Ib 17 Ib 11 IJ 11 5 5 5 4 2 IS 14 IS 10 11 10 4 4 4 3 3 12 12 12 9 9 9 3 3 3 3 2 11 10 11 8 8 8 Web: www prescolite.com a Tech Support: (888, 777-4832 r e s c o I i t e 701 Millennium Boulevard a Greenville, SC 29607 U.S.A. a Phone (864) 678-1000 I IUBBELL Copyright 02014 Prescolite, Inc., o division of Hubbell lighting, Inc. All Rights Reserved Specifications subject to change without notice. - Printed in U.S.A.. LFR-LED013 - 2/28/14 Hubbell Lighting, Inc. C I MAR R O N LED CL1 S Cat.# Approvals LDING Job Type LIGHTING SPECIFICATIONS Construction: • Stylish vertically finned die-cast solid top housing for maximum heat dissipation; Stops collection of unsightly debris • Rugged lower die-cast aluminum heat sink accelerates thermal management and optimizes PCB and optical performance • One piece die -cut silicone gasket with mechani- cally compressed stainless steel bezel ensures weather proof seal around each individual LED for IP65 rating • Backlight Control (BC) option available for 85% spill light reduction, doesn't change fixture appearance or EPA, recommended for Type III and Type IV distributions • Complements the Cimarron LED CL1 in the Hubbell Southwest series of outdoor fixtures • Weight -19 pounds, EPA - .45 ftz • Features exclusive wiHUBB technology -Wireless system for On/Off and 0-1 OVDC dimming protocol with functional range of 10-100% -Programmable autonomous operation Optics: • Choice of 54 high brightness LED configurations with individual acrylic lenses specially designed for IES Type II, III, IV and V distributions • 3000K, 80 CRI; 4200K, 70 CRI; 51 OOK, 67 CRI Electrical: • Universal input voltage 120-277 VAC, 50/60 Hz • Ambient operating temperature -40" C to 40' C • Automatic thermal self-protection • Drivers have greater than 90% powerfactor and less than 10% THD • Optional 0-1 OVDC continuous dimming to 10% • LED drivers have output power over -voltage, over -current protection and short circuit protection with auto recovery • LED electrical assembly, including PR devices, consumes no power in the'off' state • Surge protection of 1 OKA 8/20 pSec wave; clamping voltage of 320V & surge rating of 273J Installation: • Quick -mount plate included for easy installation • The decorative integral arm houses two stage hinge mechanism • Safety latch holds luminaire door to prevent "free swing" • Quick -connect wiring for simplified, hassle -free installation • Suitable for applications requiring 3G testing prescribed by ANSI @136.31 Finish: • TGIC thermoset polyester powder paint finish applied at nominal 2.5 mil thickness Warranty: Five year limited warranty, for more information visit: htto://www.hubbelloutdoor.com/resources/ wary n / Listings: • Listed to UL1598 and CSA C22.2#250.0-24 for wet locations • DesignLights Consortium (DLC) qualified • IDA approved • IP66 • IES Progress Award Winner - 2013 F 71 32 LED 48 LED DIMENSIONS Weiaht 19 fbs. CERTIFICATIONS/LISTINGS 8.62 kgs. sA® Bighting U VB ` A facts 12" 305mm B C D E G LEI F G H 16.312" 4" 4.5" 3" 20.312" 4.13" 5.625" 414mm 102mm 114mm 76mm 515mm 105mm 143mm ORDERING INFORMATION ORDERING EXAMPLE: CL1S-A-48LU-5K-3-DB-RPA3 NO. MI I ,0 1• I�• CL1S Cimarron LED 16L 16 High brightness LEDs Ua Universal 120V-277V, 3K 3000K, 80 CRI Leave blank for BC5 Backlight control Pedestrian 50/60 Hz 700mA (standard) Scale 32L 32 High brightness LEDs 4K 420OK, 70 CRI CDz,' Continuous dimming 48L 48 High brightness LEDs 11 120V 5K 5100K, 67 CRI F(X)a," Fusing (replace X with voltage: 21 208V 1 -1 20V, 2-208V, 3-240V, 1 31 240V 4-277V, 5-480V, 6-347V) A 4" straight arm attached to housing 41 277V RPA3 3" Round pole adapter complete with quick -mount plate 5 480V, 60 Hz RPA4 4" Round pole adapter p p F 347V, 60 Hz t t DB Dark Bronze TB Terminal block E° 220V, 50 Hz 2 Type II BL Black WB Wall bracket 3 Type 111 WH White WHBS White LED bezel 4 Type IV GR Gray WIHZ,a In -fixture wireless control module 5M Type V Medium PS Platinum Silver PR(X)2 NEMA Photo cell receptacle 5S Type V Short RD Red (replace X with voltage: (premium color) U=120-277, 5=480, 6 =347) 5W Type V Wide FG Forest Green MOTION CONTROL Notes: 1 - Select any when using voltage specific options F, WII I 2L Type II rotated left YP (premium color) 2 - WIH cannot be combined with CD or PRIX) 3L TIII rotated left Type e CC Custom Color SCO9 Motion sensor On/Off control, 3 - fuse option not available with U voltage No light output when no mo- 4 - Select F3 fusing option for 220V 4L Type IV rotated left tion detected 5 - Not recommended for Type 5S, 5M or 5W 6 - Order to match larger Cimarron CLI with white bezels 2R Type II rotated right SCP' Programmable motion control, 7 - Dimming leads accessible for connection to third party dimming systems 3R Type III factory default is 50% 8 - Only available with 120V or 27N input rotated right 9 - 0-10V fully adjustable dimming with automatic daylight calibration and different time delay 411 Type IV rotated right settings Spaulding Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-1000 SPAULDING LIGHTING Due to our continued efforts to improve our products, product specifications are subject to change without notice. 0 2014 SPAULDING LIGHTING, Al Rights Reserved • For more information visit our website: www.spauldinglighting.com • Printed in USA CLISLED-SPEC 4/14 Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown. Actual performance may differ as a result of end -user environment, application and inherent performance tolerances of the electrical components. PROJECTED LUMEN MAINTENANCE LUMINAIRE AMBIENT TEMPERATURE FACTOR (LATE) Nichia 219B, 700mA, 85°C Ts, 1 0,000rs ELECTRICAL DATA NUMBER OF LED's NUMBER OF DRIVERS INPUT Drive Current [milliamps] VOLTAGE (VOLTS) OPER. CURRENT [AMPS] SYSTEM POWER IN -RUSH [WATTS] CURRENT (AMPS) r �- ® �--- LEE ACCESSORIES MOUNTING ACCESSORIES PHOTOCONTROL EQUIPMENT I DESCRIPTION CATALOG PTL-1 Photocontrol - twist -lock cell (120V) PTL-8 Photocontrol - twist -lock cell (120-277V) PTL-5 Photocontrol - twist -lock cell (480V) PTL-6 Photocontrol - twist -lock cell (347V) PSC Shorting cap - twist -lock CL1S-RPA3-XX' Round pole adapter for straight arm (31A - 3a/4") CL1S-RPA4-XX' Round pole adapter for straight arm (31/8 - 41/2") WB-CR-XX Wall bracket 1 Replace XX with color choice, eg.: DB for Dark Bronze TENON TOP POLE BRACKET ACCESSORIES (2 3/8" OD tenon, RSS version requires 4" round pale adapter) rr0 Description SETA-XX' Square pole tenon adapter (4 at 90 degrees) RETA-XX' Round pole tenon adapter (4 at 90 degrees) TETA-XX' ITriangular pole tenon adapter (3 at 120 degrees) 1 Replace XX with color choice, eg.: DB for Dark Bronze SPAULDING Spaulding Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-1000 Due to our continued efforts to improve our products, product specifications are subject to change without notice. LIGHTING 2014 SPAULDING LIGHTING, All Rights Reserved • For more information visit our website: www.spauldinglighting.com • Printed in USA CLI SLED -SPEC 4/14 �. ;wv; ��;♦ ..�YA.`. w� $j � •fir +•�; {'�° �� � �;. a '!� �•' Jt�Y 4 t1R r.�X4 ik 11 [Fl jT 9 �r 34f i vr` N al. No Text No Text V, F' „ , � � '`� "', 'tt ' t +� � •'�' •.y� fit, �! "�' � 1,. Ao /-49POO fit AV f ��. Y i� - •N '. - fJ � i ry .. y� ,�.'.. .k AA �+ - 01 km w _ t.. r � "wd *. .tA _ t',' ` w .J �� '� • 1, .. &a� n I y • t � .._ �� `i ♦yam .4�, :. .. 1. �`,� � - •�• w T + - At' mt ilk 'jam` - �. - '�• Yt'-'" ,' i . n z. ,: �� CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: February 28, 2014 SD_14_04_135HinesburgRd_BlackbayVentures_sketch Plans received: January 24, 2014 BLACKBAY VENTURES PLANNED UNIT DEVELOPMENT SKETCH PLAN APPLICATION #SD 14-04 Agenda #6 Meeting date: March 4, 2014 Applicant/Owner Blackbay Ventures VIII, LLC 226 Ridgefield Road Shelburne, VT 05482 Contact Person Property Information David Shenk Tax Parcel PO Box 4132 Volume 1192, Page 45-47 Burlington, VT 05406 CD3 and Design Review Districts 0.76 Acres PROJECT DESCRIPTION Sketch plan application #SD-14-04 of Blackbay Ventures VIII, LLC for a planned unit development to: 1) remove an existing single family dwelling, 2) construct four (4) three (3) unit multi -family dwellings, and 3) establish disputed boundary line with adjoining property, 135 Hinesburg Road. COMMENTS Administrative Officer Ray Belair and Planner Temporary Assignment Lee Krohn, AICP, referred to herein as Staff, have reviewed the plans submitted on January 24, 2014 and offer the following comments. There is an existing house and garage on this 0.76 acre parcel located at the corner of Hinesburg Road and Market Street, in the Central District 3 (CD-3) zoning district. The application proposes to remove or demolish this existing home and replace it with four two-story, three -unit multi -family dwellings. Each unit would have a footprint of 660 sq ft, for a total building footprint upon the lot of 7920 sq ft. At this Sketch Plan stage, Staff comments and Board review are focused on the zoning and site plan related issues for this proposed project. However, we note for the record that this property also lies within the City Center Design Review Overlay District 3. Presuming successful completion of sketch plan review, and that the applicant proceeds from here to Preliminary Plat review, then architectural designs can be submitted and reviewed at that time. CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 04 135HinesburgRd BlackbayVentures sketch Dimensional Requirements Table 1. Dimensional Requirements CD3 Zoning District Required Existing Proposed Min. Lot Size N/A 33,105.6 ft.' No change ♦ Max. Building Coverage 50% 14.2% 23.9% Max. Total Coverage 80% 19.4% 68.4% Min. Front Setback 20 ft. 9 ft. 0 ft. Min. Side Setback (multi -family) 5 ft. 299.8 ft. 19.4 ft. Min. Rear Setback 5 ft. 29.9 56.4 ft. Max. Building Height 35 ft. ? 30 ft. Max. Density 11 25 units/acre 1.3 units/acre 15.79 units/acre Floor Area Ratio IL 0.5 ? 0.48* zoning compliance ♦ Building coverage is for the overall PUD. * Includes only finished area; this is consistent with the LDRs. SECTION 8: CENTRAL DISTRICT (CD) 8.01 General Purpose of the Central District 8.02 Establishment of Sub -Districts 8.03 Prohibited Uses —All Districts 8.04 Dimensional Requirements in All Districts 8.05 Specific Sub -District Regulations 8.01 General Purpose of the Central District The Central District is hereby formed in order to encourage the location of a balanced and coordinated mixture of residential, commercial, public and private uses adjacent to Dorset Street that support the city center goals and objectives contained in the Comprehensive Plan. It is designed to promote efficient use of land by concentrating mixed uses within a well-defined Central District. This will provide a pedestrian -oriented circulation network that minimizes vehicular traffic. It also encourages the traditional town center pattern of appropriately scaled buildings facing onto a well- defined and active public street. Innovative site planning and master planning are encouraged to maximize uses, shared parking, public open space and pedestrian amenities which create an aesthetically pleasing and socially active community center on and around Dorset Street. To this end, all applications involving ten (10) or more acres of land in any Central District shall require a Master Plan approval pursuant to Article 15 of these Regulations. 8.02 Establishment of Sub -Districts The Central District is divided into four (4) sub -districts - Central District 1, Central District 2, Central District 3 and Central District 4. Permitted and Conditional Uses and dimensional standards vary by sub -district as established in Sections 8.06 through 8.10 of these Regulations. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 04 135HinesburgRd BlackbayVentures sketch The subject parcel is located in the CD 3 District. 8.03 Prohibited Uses - All Districts As the proposed use is for multi -family dwellings, none of these prohibitions applies. 8.04 Dimensional Requirements in All Districts A. Purpose. The general intent of the building setbacks in the Central District is to require all buildings to front on to public streets and to require that parking facilities are located in the center of the blocks to the greatest extent practicable, occupy only minimal frontage on public streets, and are thoroughly screened from view from public streets and rights -of -way. The Board should confirm that the front of these buildings face Market Street. What about the side wall of the end unit facing Hinesburg Road? Is this of concern? Parking spaces are internal to the site. Some form of landscaping is proposed to help screen the dumpster and parking lot from Hinesburg Road. B. Location of buildings and structures. (1) All buildings and structures, with the exception of parking facilities, are required to be constructed within an allowable building envelope. The maximum depth of allowable building envelopes shall be eighty (80) feet and, in general, shall be measured from the nearest planned public street right-of-way as shown on the South Burlington Official Map. Buildings appear to be within the 80 foot depth measured from Market Street. (2) The Development Review Board may approve a building, a portion of which extends beyond the building envelope provided the building contains a minimum of two (2) stories and the overall site design of the property is found to be in conformance with the intent and purpose of the Central District. This standard is being met. Staff is recommending that the buildings be separated further apart resulting in a building not meeting the 57 ft. setback requirement from Hinesburg Road. The Board should discuss this setback waiver. (3) Exemption for master planned buildings and structures. Buildings and structures whose footprint, parking, and access are subject to and reviewed in conjunction with an approved master plan in the Central District 1 shall be exempt from requirements for the maximum depth of an allowable building envelope. N/A C. Special Standards for Setbacks (1) Side yard setbacks shall be a minimum of five (5) feet, or between zero (0) and five (5) feet if afire wall is provided. The proposed plan meets this standard. (2) The front yard setback area along Dorset Street, Brookwood Drive and Sherry Road shall be restricted to the following uses or improvements: (a) landscaping and green space CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 04 135HinesburgRd BlackbavVentures sketch (b) access drives (c) pedestrian oriented improvements including but not limited to sidewalks, plazas, benches, and bicycle racks. (d) utility services provided they are placed underground. Appurtenant facilities such as transformers and amplifiers may be installed at ground level where such is in accordance with Section 13.18 of these Regulations (utility cabinets and structures). N/A D. Location of Parking Areas and Structures (1) Multi -level parking garages and decks may be constructed within an allowable building envelope, and/or outside of an allowable building envelope if located in the center of a block. (2) Surface parking may be provided within the allowable building envelope if it is located behind a building and is hidden from view from the public street. (3) The Development Review Board may approve surface parking which is within the allowable building envelope and which is not hidden from view from the public street by a building, provided: (a) the subject parking represents the smallest practicable portion of the total parking required for the property, (b) the area encompassed by the subject surface parking represents a significantly minor portion of the total allowable building envelope area existing on the property, (c) the applicant has sought parking waivers from the DRB to reduce the amount of surface parking required, and (d) the overall site design of the property is found to be in conformance with the intent and purpose of the Central District. Parking is proposed behind the buildings fronting on Market Street, and some form of screening is proposed on the Hinesburg Road end. E. Parking Requirements (1) The parking requirements of Table 13 are required in the Central District. These standards may be met on -site or off -site if the parking facility is located within seven hundred (700) feet of the main entrance of the establishment and is approved by the Development Review Board. (2) The Development Review Board may accept a contribution to the parking trust fund to establish a municipal parking lot in lieu of parking spaces. The amount of the contribution shall be based on a per space fee set by the City Council. (3) The Development Review Board may further reduce the amount of parking required, up to a maximum of eighty percent (80%) of the number of spaces required, in conjunction with an approved master plan upon a showing by the applicant that the master plan includes viable provisions for off -site employee parking and transportation and construction of mass transit stops within the master planned area sufficient to further reduce parking demand. (4) Parking lots located in the centers of blocks shall be connected with openings between lots to allow traffic flow between lots. According to Table 13-1 of the LDRs, 24 parking spaces are required where the parking spaces are to be in common with no reserved spaces and 25 spaces are provided. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 04 135HinesburgRd BlackbayVentures sketch F. Density. Height, coverage, setbacks, floor area ratios (F.A.R.) and the maximum size of units will govern the density of the Central District. The F.A.R. is the ratio of building square footage to lot size. For example, a 5,000 square foot building on a 5,000 square foot lot has an F.A.R. of 1.0. A 2,500 square foot building footprint on 2 floors (5,000 square feet total) on a 5,000 square foot lot also has an F.A.R. of 1.0. A one story 2,500 square foot building on a 5,000 square foot lot has an F.A.R. of 0.5. According to the applicant, this project has a floor area ratio of 0.48, just under the 0.5 limit in this zoning district. However, the stated caveat is that this "includes only finished area". This begs the question of what constitutes finished area in these buildings, how large those areas are, whether unfinished area should be included in the FAR calculation, and if accepted now, what happens if in the future, those unfinished areas become finished space? This is a key issue to address at sketch plan stage. 8.05 Specific Sub -District Regulations C. Central District 3 and 4 (1) Allowable Building Envelopes in Central District 3 and 4: Allowable building envelopes shall be in accordance with Section 8.04(B), with the exception of Dorset Street, Brookwood Drive and Sherry Road. Along Dorset Street, the envelope is measured from a point ten (10) feet west of the right-of-way line, thereby creating a minimum ten (10) foot front yard setback from Dorset Street. Along Brookwood Drive and Sherry Road, the envelope is measured from a point thirty- two (32) feet from the centerline of the roadway right-of-way. Please see notes above. (2) Lot Coverage in Central District 3 and 4: The maximum coverage of commercial development and mixed residential/commercial development shall be forty percent (40%) for buildings and ninety percent (90%) overall (including buildings, parking, walks, plazas, garages, etc.). The maximum coverage for residential development shall be fifty percent (5016) for buildings only and eighty percent (80%) overall. Where a multi -level parking structure is to be constructed on a lot, the maximum allowable coverage for buildings shall be ninety percent (90%). Satisfied. (3) Density in Central District 3 and 4: The base maximum density of development shall not exceed an F.A.R. of 0.5. The Development Review Board may explicitly approve development up to an F.A.R. of 0.7 as a bonus for the provision of special, public -oriented amenities such as parks, courtyards, pedestrian ways, etc. The maximum residential density shall be twenty-five (25) units per acre (minimum unit size of five hundred (500) square feet). Please see notes above on this topic. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 04 135HinesburgRd BlackbavVentures sketch Figure 8-3, Allowable Building Envelope (Typical), GU-3 DORSET STREET r4 BUILDING ENVELOPE L CENTER OR BLOC � 0 CENTRAL D16TICr 3 ZONING (PARKING) RESIDENTAIL 4 ZONING ua T V) OTHER Other site elements to review include dumpster location (very close to the neighbor' house), type of fence and any requirements that apply, wetlands (none are shown on the site plan; if there were, this plan could not be built out as proposed), and plans for Market Street, which must be reviewed by Public Works. RECOMMENDATION As noted above, there are several questions still to be answered before the Board can give clear guidance to the applicant on how to proceed with preliminary plat review. As noted above, we should also remind the applicant that any preliminary plat application should include architectural elevations, materials list, and color palette for purposes of design review; planting list/plan and landscaping budget; and any other information typically needed for review by the DRB or other City Staff (Fire Chief, DPW Director, stormwater... ). Respectfully submitted, Raymond Belair, Administrative Officer Copy to: David Shenk CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this a I day of f-t b , , 20 I LI , a copy of the foregoing public notice for Sk tech - Plan [type of application] # [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) P/OfCr% .' V35 flwes bye / . -- /�� ��1► �,► n ' $�n'�h pfW U �Nr�lrtq�i�► J Ci � (tr��� � C`C�t c�vYlt'� L Q Dated at '�, 1'A4 )�j "[town/city], Vermont, this � I day of t'13 , 20 ly Printed Name: Phone number and email: Signature: Date: OCAVIJ Sh(A� L "'� - Q h1/1'I 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 Attachnze'_E A Adjoining Property Owners 135 Hinesburg Road South Burlington, VT 05403 Parcel ID ID#2 Owner 911# Unit Street SPAN Category Acres 0450-00000 SOUTH BURLINGTON CITY CENTER, LLC 0 0860-00113 CHASTENAY ESTATES INC 113 0860-00126 POULIN CHARLES L & DONNA A 126 0860-00132 BELL MANAGEMENT LLC 132 0860-00138 SPOONERJOYCE H 138 0860-00139 BOLTON BRIAN F 139 0860-00142 CATHOLIC DIOCESE 142 0910-00002 CARPENTIER CHARLES E 2 0910-00004 PARKER ANNETTE & LESLIE 4 0910-00006 CHAUSSE SARAH 6 0910-00008 MOORE MOLLY FRANCES 8 LAND MARKET ST 600-188-14489 C 33.6 HINESBURG RD 600-188-13157 R1 0.72 HINESBURG RD 600-188-13849 R1 0.21 HINESBURG RD 600-188-10435 R1 0.29 HINESBURG RD 600-188-15867 R1 0.29 HINESBURG RD 600-188-10637 R1 0.17 HINESBURG RD 600-188-17844 IBY ST 600-188-11068 R1 0.19 IBY ST 600-188-10456 R1 0.19 IBY ST 600-188-11217 R1 0.19 IBY ST 600-188-14408 R1 0.19 Mailing Address P.O. Box 2204 South Burlington 5407 97 Hinesburg Rd South Burlington 5403 same P.O. Box 1444 Williston 5495 same same same same same same same i-RachvnF-it B Adjoining Property Owners South Burlington City Center, LLC South Burlington, VT 05403 Parcel ID ID#2 Owner 911# Street Mailing Address 1775-00075 SONRISE PARTNERSHIP LLP 75 VILLAGE GREEN DR 26 Railroad Ave. Essex 5452 0860-00111 CHASTENAY ESTATES INC 111 HINESBURG RD 97 Hinesburg Rd South Burlington 5403 0860-00113 CHASTENAY ESTATES INC 113 HINESBURG RD 97 Hinesburg Rd South Burlington 5403 0860-00097 EDMOND CHASTENAY FAMILY TRUST 97 HINESBURG RD Same 1810-12935 POMERLEAU ANTONIO B LLC 12935 WILLISTON RD 69 College St Burlington 5401 1120-00028 HUDSON DOUGLAS 28 MARY ST Same 1120-00033 THIRTY THREE MARY STREET LLC 33 MARY ST 2 Market St South Burlington 5403 0570-00150 DORSET SQUARE ASSOCIATES 150 DORSET ST 30 Kimbal Ave Suite 101 South Burlington 5403 0570-00222 MALONE DORSET ST PROPERTIES LLC 222 DORSET ST 122 Gallison Hill Rd Montpelier 5406 0450-00005 POON TRUST LLC 5 MARKET ST Same 0910-00008 MOORE MOLLY FRANCES 8 IBY ST Same 0910-00010 BENEDICTYVONNE D 10 IBY ST Same 0910-00012 BRANCH THOMAS H & EUNICE M TRUST 12 BY ST Same 0910-00014 LEFEBVRE LUC & THERESE 14 IBY ST Same 0910-00016 HALLIHAN MAUREEN 16 IBY ST Same 0910-00018 GERLACK LAWRENCE A & BEATRICE 18 IBY ST Same 0910-00022 STAN LEY CYNTHIA ATRUST 22 IBY ST Same 0910-00024 MENARD JAMES R & SHIRLEY T 24 IBY ST Same 0910-00026 HU_ RTUBISE WILBUR E & THEDA E LIFE ESTATE 26 IBY ST Same 0910-00028 BURNS HUGH E 28 IBY ST Same 1490-00006 AOS REALTY LLC 6 SAN REMO DR Same 1490-00016 BOUCHARD SONS GARAGE INC 16 SAN REMO DR Same 0450-0004 Tekram Partners 100 DORSET ST 2 Market St South Burlington 5403 0450-00010 City of South Burlington 10 MARKET ST 550 Dorest St South Burlington 5403 0910-00030 City of South Burlington 575 Dorest St South Burlington 5403 Adjoining Property Owners South Burlington City Center, LLC South Burlington, VT 05403 Parcel ID ID#2 Owner 911# Street Mailing Address 1775-00075 SONRISE PARTNERSHIP LLP 75 VILLAGE GREEN DR 26 Railroad Ave. Essex 5452 0860-00111 CHASTENAY ESTATES INC 111 HINESBURG RD 97 Hinesburg Rd South Burlington 5403 0860-00113 CHASTENAY ESTATES INC 113 HINESBURG RD 97 Hinesburg Rd South Burlington 5403 0860-00097 EDMOND CHASTENAY FAMILYTRUST 97 HINESBURG RD Same 1810-12935 POMERLEAU ANTONIO B LLC 12935 WILLISTON RD 69 College St Burlington 5401 1120-00028 HUDSON DOUGLAS 28 MARY ST Same 1120-00033 THIRTY THREE MARY STREET LLC 33 MARY ST 2 Market St South Burlington 5403 0570-00150 DORSET SQUARE ASSOCIATES 150 DORSET ST 30 Kimbal Ave Suite 101 South Burlington 5403 0570-00222 MALONE DORSET ST PROPERTIES LLC 222 DORSET ST 122 Gallison Hill Rd Montpelier 5406 0450-00005 POON TRUST LLC 5 MARKET ST Same 0910-00008 MOORE MOLLY FRANCES 8 IBYST Same 0910-00010 BENEDICTYVONNE D 10 IBY ST Same 0910-00012 BRANCH THOMAS H & EUNICE M TRUST 12 IBY ST Same 0910-00014 LEFEBVRE LUC & THERESE 14 IBY ST Same 0910-00016 HALLMAN MAUREEN 16 [BY ST Same 0910-00018 GERLACK LAWRENCE A & BEATRICE 18 IBY ST Same 0910-00022 STAN LEY CYNTHIA A TRUST 22 IBY ST Same 0910-00024 MENARD JAMES R & SHIRLEY T 24 IBY ST Same 0910-00026 HURTUBISE WILBUR E & THEDA E LIFE ESTATE 26 IBY ST Same 0910-00028 BURNS HUGH E 28 IBY ST Same 1490-00006 AOS REALTY LLC 6 SAN REMO DR Same 1490-00016 BOUCHARD SONS GARAGE INC 16 SAN REMO DR Same 0450-0004 Tekram Partners 100 DORSET ST 2 Market St South Burlington 5403 0450-00010 City of South Burlington 10 MARKET ST 550 Dorest St South Burlington 5403 0910-00030 City of South Burlington 575 Dorest St South Burlington 5403 Robert H. Dumont Family Trust 73 Philo Rd West Elmira, NY 14903 a) m a Ln T� N - 1"1 C] N 1� N m / 3 r) / N m ^^ I.L IJ Q V / N m P•-I / m 0 N v O 0 0 Q u Q i I I I I I I I I I TQv�+o I THIRTY/THREE — — RY STREET LLL V 03 RTY/TH TEE RYSTREET p]3 HUDSON \ \ I pze TEKRAM I TEKRAM I PARTNARS PARTNARS — — — I p,00 I souiH g I scS—NDOTONC I I M&pKET STREET \ LLL ps TiUST \ P°ON \ /f i \ DORSET SQUARE ASSOCIATES I ANTONIO B p150 I / \ \ POMERLEAU LLC / \ SO. BURLINOION CITY CENTER, INC. I \ \ I \ I ISE NALONE TIES LL ST I //''�� \ I PARMERSHIP ROPLLP PfRDES LLC / / \ p15 I CSo ITY BENLINGT N \ \ CHAST/ENAY CITY \ p9, \ \ \ ESTATES, INC. I \ CHAST/'NAY I _ fsTA�„j �NL \ MARKET STREET FA.S REL= LLC BLACI�KBAY VENTURES yENn NII LLL NII. SMI REMO DRNE BOUCHARD SONS GARAGE INC. 116 I SRRRETT STREET — — I I SIMPSON COURT I I I I I I SITE ENGINEER: r Ap CIVIL ENGINEERING ASSOCIATES INC. 104KWEL0 WEWUNE, sWM&JNLM TON, Vf OM 002-ad -23S3 FM' 802-86 )1 W6D: wrw.eatrN.com OM,OR MAB CRRCIBO SAV APPROV® SAV OWNER: BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 LOCATION MAP 1" - 2000' DATH CRRCRRD RRVISION JAN 2 4 zli'II' EXISTING City ofSa Sudingtnr CONDITIONS SKETCH PLAN DATE ­G - GRAPHIC SCALE IS JAN.17,2014 A ill = 150' RD C 1.0 IN FEET 1 inch = 15D ft. PROD. N0. 13247 LEGEND ----336---- EXISTING CONTOUR¢FBI I I \ -- APPROXIMATE PROPERTY LINE CH.A-STEN�A-n-/-ESTATES, 'INC. \ -- -- - APPROXIMATE SETBAC!S_UNE # II II -SS GRAVITY SEWER L#E - -FM /n/f FORCE MAIN j S0. BURLINGTON I I - -w WATER LINE /-CITY-CENTER, INC. - -OE OVERHEAD ELECTRIC ___ - i ��- ^^/ / \ �- - -ST STORM DRAINAGE LIN J c - - - - _" - - - �- - - ��'_'-_ _-_` - % - - _ - -T - - - _ SEWER MANHOLE. - /' -_lr STORM MANHOLE / HYDRANT ® SHUT-OFF I / I / /Cn ; ; I I I ill o Im POWER POLE / 1 cl Mry � tiry I I GUY WIRE t MARKET STREET 4"Sye I DR� h1IN. ; I I I ci/ `9 0 CATCH BASIN j NE '• W SMH 3;, SERVICE (7YP. / DECIDUOUS TREE --{ _.__ CONIFEROUS TR / - - - FM - - - - - - - - - IS N FORC -FM - S SS- - - -- - � iYYWYI EDGE OF BRUS4I/WOODC� t1 '\ \ \n/// f k 2 Q I 57.01 SETB17 ACK(( -- DRAINAGE SWALE / �' -- i // " / - - - -_ I '•^ _.- 4 _ \ 74 I &0, � 249 9.5 PROPOSED STORY2 TYP PROPOSED STORY I;;44 SEDI/I RY i 12 m 3 IJNIT BUILDING 3 UNIT BUILD4� UILD/ OMAIL BOX 11S0.BUn/f \ RLINGTI NCITY O) CC` TER, IRf SNOW STORAGE STING HOUSE / 1 SUBSURFACE m BLACKS Y VENTURES V I, LLC A BLACKBAY VENTURES VIII, LLC z0 oI / \ / INFILTRATION I 4 NN 2 SYSTEM y I CENTRAL DISTRICT c u� CENTRAL DISTRICT 3 I - RESIDENTIAL 4 - I EW RETAINING WALL I / RESIDENTIAL - _ _ I \\ - - - - - - PROPOSED LANDSCAPING / EXIST/N- / , PROPERTY LINE TO , I EW 5 HIGH I BE DISSOLVED \ n/f WOOD STOCKADE FENCE BOLTON #139 / I PARKER 4 CARPENTER 2'/f �/ / / n/f #4 ^/ / #2 \- / CHAUSSE /� I I / I - - - - - - - - /MOORE / #8 '/ #6 I II/ /// I /// / n/f j LAHUE GENERAL NOTES I 1 I r I /' i # 145 1 I I I I I 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported er. The Contractor shall contact Dig Safe (888-344-7233) prior to to the Engineer. 10. The tolerance for finish for all walkways and lawn areas shall any construction. grades pavement, be 0.1 feet. 2. All existing utilities not incorporated into the final design shall be removed or abandoned as indicated on the plans or directed by the Engineer. 11. Any dewatering necessary for the completion of the sitework shall be considered as part of the contract and shall be the Contractor's responsibility. 3. The Contractor shall maintain as -built plans (with ties) for all underground utilities. Those plans shall be submitted to the Owner at the completion of the 12. The Contractor shall coordinate all work within Town Road R.O.W. with Town project. authorities. IBY 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a 13. The Contractor shall install the electrical, cable and telephone services in STREET direct or indirect result of the construction. accordance with the utility companies requirements. 5. All grassed areas shall be maintained until full vegetation is established. 14. Existing pavement and tree stumps to be removed shall be disposed of at an approved off -site location. All pavement cuts shall be made with a pavement saw. 6. Maintain all trees outside of construction limits. 15. If there are any conflicts or inconsistencies with the plans or specifications, the 7. The Contractor shall be responsible for all work necessary for complete and Contractor shall contact the Engineer for verification before work continues on the - - - - - - - - - - - - - - operable facilities and utilities. Item in question. GRAPHIC SCALE 8. The Contractor shall submit shop drawings for all items and materials 16. Property line information is approximate and based on existing tax map incorporated into the site work. Work shall not begin on any item until shop drawing information. This plan is not a boundary survey and is not intended to be used as approval is granted. one. 9. In addition to the requirements set in these plans and specifications, the 17. If the building is to be sprinklered, backflow prevention shall be provided in I IN FEET ) I Contractor shall complete the work in accordance with all permit conditions and any accordance with AWWA M14. The Site Contractor shall construct the water line to 1 Inch = 20 tt local Public Works Standards. two feet above the finished floor. See mechanical plans for riser detail. 9 BE I I I SITE ENGINEER: n/f ROCKWOOD #118 CIVIL INGINIIRING ASSOCIATES INC. 10 UWMELD VIEW LANE, SOUIHBUNAGR1N, Vr 054M 802-&W 323 FAX e02.891-Y wsb: www.ossHA 0D- 0 zD - D-- MAB -� cxscxEn SAV APPROVED SAV POULIN OWNER: #126 BLACKBAY VENTURES VIII, LLC I 226 RIDGEFIELD ROAD SHELRURNE VT05482 I 1 n/f BELL MANAGEMENT, LLC PROJECT: #132 12 UNIT HOUSING PROJECT I 135 HINESBURG ROAD SOUTH BURLINGTON n/f VERMONT 05403 SPOONER I i #138 I n/f I ROMAN CATHOLIC DIOCESE CHURCH #142 I I E I V E D .BAN 2 4 2014 I I F ! � . Burtingt®n ZONING REQUIREMENTS: ZONING DISTRICT: CENTRAL DISTRICT 3 CATEGORY REQUIRED EXISTING* PROPOSED COVERAGE 50% 80% 14.2% 19.4% 23.9% 68.4% BUILDING TOTAL SETBACK 0-80' 0-80' 5' 5' ±10.9' ±9.0 --299.8' ±29.9' ±57 0' ±19.4' ±56.4' FRONT YARD FRONT YARD SIDEYARD SIDEYARD BUILDING HEIGHT 35 30 PROPOSED PRIMARY F.A.R. RATIO 0-5 15840 / 33105 = ±.48* *F.A. R.I RA TIC1 INCLUDES ONLY FINISHED AREA LOCATION MAP REVISION PROPOSED CONDITIONS SKETCH PLAN DATE DRAMNG NUMBER JAN.17,2014 V. =20' V" C1.1 PROD. NO. 13247 CHASTEN T 7E5 ry INC r ,k .. ".i...�. .i. ... .' ,y .�5 .. ~r. _8- D.I. _ — — — — v a / _ < -•• rat tk.�e' d ]'� �,� �� _ + e� s ^ : f SITE ENGINEER: FF F is f CIVIL ENGINEERING ASSOCIATES INC^ I IOAWWWW YEWLAl$ SXWBLlXIxcMK VT 05403 002,W 29 FAX 80240422" m& -esYto I '�^'� -� � ` CDPYPIODT BDIA -ALL BIDNx9 R69AIV® DRAWN MAB k L A CNBCCHD SAV APPRDY&D = �! SAV N BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 LOCATION MAP EXISTING CONDITIONS SKETCH PLAN Mn DRAIIDlG NUYBYR JAN. 17, 2014 D C 1.0 1"=20' PROI. NO. 13247 southlbtt r1 Q= a _. Plan Transmittal Form To: Fire Department/ Department of Public Works From: Ray Belair Date Transmitted: 02/07/14 Comments Due: February 21, 2014 Project Description/Meeting Date: Sketch plan application #SD-14-04 of Blackbay Ventures VIII, LLC for a planned unit development to: 1) remove an existing single family dwelling, 2) construct four (4) three (3) unit multi -family dwellings, and 3) establish disputed boundary line with adjoining property, 135 Hinesburg Road. Other Notes: Meeting date is 3/4/14 Plan Transmittal Form To: Fire Department/ Department of Public Works From: Ray Belair Date Transmitted: 02/07/14 Comments Due: February 21, 2014 Project Description/Meeting Date: Sketch plan application #SD-14-04 of Blackbay Ventures VIII, LLC for a planned unit development to: 1) remove an existing single family dwelling, 2) construct four (4) three (3) unit multi -family dwellings, and 3) establish disputed boundary line with adjoining property, 135 Hinesburg Road. Other Notes: Meeting date is 3/4/14 IftAll P AM= southburlington PLANNING & ZONING Permit Number SD- ' q - v (office use only) 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(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#) 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) V:1192 PG:45-47 3) APPLICANT (Name, mailing address, phone and fax #) Same as owner of Record. 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Owner 5) CONTACT PERSON (Name, mailing address, phone and fax #) David Shenk, P.O. Box 4132, Burlinaton. VT 05406 P:238-0166 F:497-3195 5a) CONTACT EMAIL ADDRESS dshenk0shenkenterprises.com 6) PROJECT STREET ADDRESS: 135 Hinesbura Road 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-00135 8) PROJECT DESCRIPTION a) General project description (explain what you want approval for): The proposed project includes the development of the existing 0.76 acre parcel at the corner of Hinesbura Road and Market Street that contains an existina sinale family residence. The proposed development will include four proposed buildings that will contain three units in each structure. (see attached site plan) 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com b) Existing Uses on Property (including description and size of each separate use) The existing property contains a single family residence that is accessed of off Hinesburg Roac c) Proposed Uses on property (include description and size of each new use and existing uses to remain) The proposed development will consist of four buildings that will contain three residential units in each building. Each unit is proposed to have a footprint of 660 sf. d) Total building square footage on property (proposed buildings and existing buildings to remain) The total proposed building square footage is 7,920 sf. e) Proposed height of building (if applicable) 30 feet f) Number of residential units (if applicable, new units and existing units to remain) There will be a total of 12 new residential units. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) 9) LOT COVERAGE a) Building: Existing 14.2 % b) Overall (building, parking, outside storage, etc) Existing 19.4 % c) Front yard (along each street) Existing NSA Proposed 23.9 % Proposed 68.4 % Proposed NSA % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) There are no known encumbrances on this property. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) The proposed voiect is planned to have municipal water and sewer connections. All work will be in accordance with Local and State permit requirements. Sketch Plan Application Form. Rev. 12-2011 12) ESTIMATED PROJECT COMPLETION DATE Spring of 2015 13) PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I V x 17"), and one digital (PDF-format) copy of the plans must be submitted. The application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. V-\-1 &� i6' �/" " �'44 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 /v 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. Do not write below this line DATE OF SUBMISSION: I have reviewed this sketch plan application and find it to be: omplete ❑ Incomplete 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. Sketch Plan Application Form. Rev. 12-2011 M ) Blackbay Ventures VIII, LLC Adjoiner List January 2014 SUBJECT ID OWNER OF RECORD PROPERTY LOCATION 0860-00135 Blackbay Ventures VIII, LLC 135 Hinesburg Road 226 Ridgefield Road Shelburne, VT 05482 PARCEL ID OWNER OF RECORD PROPERTY LOCATION 0860-00113 Chastenay Estates, Inc. 113 Hinesburg Road 97 Hinesburg Rd South Burlington, VT 05403 0860-00118 William & Kimberly Rockwood 118 Hinesburg Road H 8 Hinesburg Rd South Burlington, VT 05403 0860-00126 Charles & Donna Poulin 126 Hinesburg Road 126 Hinesburg Rd South Burlington, VT 05403 0860-00132 Bell Management, LLC 132 Hinesburg Road PO Box 1444 Williston, VT 05495 0860-00138 Joyce Spooner 138 Hinesburg Road 138 Hinesburg Rd South Burlington, VT 05403 0860-00142 Roman Catholic Diocese Church 142 Hinesburg Road of Burlington 52 Williams Street Burlington, VT 05401 0860-00139 Brian Bolton 139 Hinesburg Rd 139 Hinesburg Rd South Burlington, VT 05403 0910-00002 Charles Carpenter 2 Iby Street 2 Iby Street South Burlington, VT 05403 1 r PARCEL ID OWNER OF RECORD 0910-00004 Annette & Leslie Parker 4 Iby Street South Burlington, VT 05403 0910-00006 Sarah Chausse 6 Iby Street South Burlington, VT 05403 0910-00008 Molly Frances Moore 8 Iby Street South Burlington, VT 05403 0450-00000 South Burlington City Center, LLC PO Box 2204 South Burlington, VT 05407 PROPERTY LOCATION 4 Iby Street 6 Iby Street 8 Iby Street 2 February 7, 2014 David Shenk Black Bay Ventures VIII, LLC 226 Ridgefield Rd Shelburne, VT 05482 Tim McKenzie South Burlington City Center, LLC P.O. Box 2204 South Burlington, VT 05407 RE: Amendment to previously Submitted Application for Subdivision Sketch Plan Review Mr. Ray Belair Zoning Administrator South Burlington Planning & Zoning 575 Dorset St. South Burlington, VT 05403 City ui 6u. Burlington Dear Ray, Please accept this letter as our request to amend our previously submitted APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW submitted to your office on 1/24/14. As part of the previous application, we are requesting to add a request to perform a Boundary Line Adjustment to delineate the separation of lots between both applicants. We are also requesting the DRB modify the submission requirements that a PLAT needs to be submitted for the land owned by South Burlington City Center, LLC, by not requiring a PLAT to be filed for the lands owned by South Burlington City Center, LLC. South Burlington City Center is a co -applicant because a shared driveway will be constructed in part on their land, but the intent of the application is for land development on the property owned by Black Bay Ventures VIII, LLC. A PLAT will be submitted for all lands owned by Black Bay Ventures VIII, LLC, which delineates a boundary that is acceptable by both applicants. The request for a Boundary Line Adjustment is being made because research done by Licenses Land Surveyors hired by both applicants did not yield a concrete delineation of a where the boundary line existed. Thank you for your consideration, do not hesitate to contact us in any questions surrounding this request. Applicant: David Shenk — BBV VIII, LLC Applicant: Tim McKenzie B.C.C. LLC PLANNER 658-7955 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 February 18, 1997 Eugene J. Ward III, Esquire 3069 Williston Road South Burlington, Vermont 05403 Re: 135 and 137 Hinesburg Road Dear Mr. Ward: ZONING ADMINISTRATOR 658-7958 Per your request, please be advised that the ownership of 135 and 137 Hinesburg Road by the same person would not require that these two (2) lots be merged. Both lots are conforming as to lot size and were approved by the Planning Commission on 9/14/78. If you have any questions, please give me a call. Sincerely, % Raymofid J. Belair, Zoning and Planning Assistant RJB/mcp CITY OF SOUTH BURLINGTON Subdivision Application - SKETCH PLAN 1) Name, address, and phone number of; a. Owner of recordc�>`iI`L b. Applicant • `-� I -A IZ:- c. Contact person cam r V- 2) Purpose, location, and nature of subdivision or development, including number of lots, units or parcels involved as well as proposed use(s). ct it !� l }..i ���� e=> L�-- C4. C> J,-1 1 (✓ U `��fc� 2 C ilk 3 ice=- S.3c� �j—j LA-V- r ,. 3) Applicant's legal interest in the property (fee simple, option, etc) !�( jji t 4) Namesof owners of record of all contiguous properties -i "T�t� 7 %C_ql�'.l.v`�-`7 `1� 1�1�t.r:.`�<";�1 h `�'1 ��`f CII(.�`:.it�rF- K�� r�i� k !0, �`` L `r N E-.-�,`A Oc:W--i 5) Type of existing or proposed encumbrances on property such as easements, covenants, leases, rights of way, etc. ,� i Ry O�Q ' k 6) Proposed extension, relocation, or modification of municipal facilities such as sewerage, water supply, streets, storm drainage, etc. 7) Describe any actions taken by the Zoning Board of Adjustment, or previous actions by the South Burlington Planning Commission, which affect the proposed subdivision anyinclude dates: 8) AttZ7ch a sketch plan showing all information required under items 2 through 7 on p. 5 of the Subdivision Regulations. ___ 4snit ure) applicant or ntact person dat e FOR OFFICE USE - submission of application and sketch plan to administrativea e officer - this proposal is classified as a major or minor subdivision - application deemed complete — proposal tentatively scheduled for first Planning COM-Mission meeting on Confirmed For CITY OF SOUTH BURLINGTON Subdivision Application - FINAL PLAT I Name of Applicant -.T(At-_L /_-AA 1 s_k Vic-.; i S i A"I II Name of Subdivision1+_�i�1�`i� _.._ III Indicate any changes to name, address, or phone number of owner of record, applicant, contact person, engineer, sur- veyor, attorney or plat designer since preliminary plat application: IV Indicate any changes to the subdivision, such as number of lots V or units, property lines, applicant's legal interest in the property, developmental timetable, since preliminary plat application /\( ( t--kiL _ Attach a final plat drawing (originals not needed) showing the following information: (1) Proposed subdivision name or identifying title, the name and address of the record owner and subdivider, the name, license number andsealof the licensed land surveyor, the boundaries of the subdivision and its general location in relation to existing streets or other land marks, scale (numerical and graphic), date and true north arrow. (2) Street names and lines, pedestrial ways, lots, reservations, easements, and areas to be dedicated to public use. (3) Sufficient data acceptable to the City Engineer to determine readily the location, bearing and length of every street line, lot line, boudary line and to reproduce such lines upon the ground. Where applicable these should be tied to reference points previously established by the city, -2- (4) The length of all straight lines, the deflection angles, radii, length of curves and central angles of all curves, tangent distances and tangent bearings for each street. (5) ty property designation on such Plat, all Public space for which offers of cession are made by the subdivider and those spaces title to which is reserved by him. (6) Lots within the subdivision nu:-abered in numerical order within blocks, and blocks lettered in alphabetical oreer. (7) The location of all of the improvements referred to in Section 301.1* and in addition thereto the location of all utility poles, se,-Yage disposal systems, .aater supply systems and rough grading and other devices and ,methods of draining the area affecting the subdivision.+M-4 5©vim 13V ¢.L. , 5 V SD�V t�l Cam} psi. (a) Permanent reference monuments sho:•m thus: and lot corner markers shown thus: 100". (9) Construction dra-7ings of all :. ec?uired i-,L rovements . VI Lnclose supporting documents listed below or request that they be required as a condition of final plat approval: (1) Cordes of proposed deeds, agreements or other Oocu-.1,nts showing the :manner in which open space, including park and recreational areas and school site areas, are to b` dedicated, reserved and maintained and a certificate of the City Attorne!7 that these documents are satisfactory. (2) A certificate of the City -ngineer as to the satisfactory completion of all i,-�prove.m ents required by the Commis Sion, or, in lieu of any required improvements not so completed, a performance bond to secure co.-mpletion of such improvements and their maintenance for a period of two years, and written evidence that the City Council is satisfied either with the bonding or surety company or with security furnished by the subdivider. (3) A copy of such covenants or dead restrictions as are in- tended to cover all or part of the tract. (4) A prospectus describing the management organization if one is required. (5) In the case of a subdivision or development served by a privately owned and/or maintained street:. (a) a copy of all proposed deeds, agreements, or other documents which convey or relate to the use of a privately owned street or right-of-way, and a certi- ficte of the City Attorney that these documents are satisfactory. -3 (b) a completed contract between the landowner and the city regarding the number of lots or dwelling units to be served by the proposed right-of-way or private street and the responsibility for the roadwvay maint- enance, along with a certificate of the Ci°_,r Attorney that the contract is satisfactory. (sianature)`appZicant or contact person da e I C eu,� CA<-- /�,oV� .XyPPP{�� E�•(�t.`f n1� C.�I-PCf1�J� �TH�" 'pW��..� ��rtC �- � NF�+L�i �- IA- .r '{.D wiz- �1�E '�'-��,r�.�- � t���R-�"►�til , P#�,k I nV . ADMINISTRATIVE CHECKLIST PROJECT NP-14 E/FILE REFERENCE JENKINS 1 LOT SUBDIVISION 1. L EI"T ER �F! OT I F ICAT ION & APP ROVALL-MOT ION OR FINDINGS & ORDER 2. BOr7DING OR ESCROW AGREEMENTS LAIIDSCP-PING Z, L'RAI:: AGE C_. :20rDS CURES iDZl.: rkLKS (NOTE ALL RELEASES OR AGREElMr- IT REVISIONS) 3. LIST APPROVALS GRANTED, WITH —PATES, AND PERMITS GRANTED & SI INSPECTIONS COMPLETED, ETC.: 4. UTILITY EASFMFNTS *, BILLS OF SALE RECORDED ACC._ TED 5. CERTIFICATE OF TITLE x V . D/l). Tl"'T VO DEEDS FOR CITY STREETS ACCEPTED * PRIVATE ROAD & WAIVER AGREEMENT x 7. FINAL PLAT OR RECORD COPY— STAMPED`' SIGN ID, FILED �R RECORDED 3. PEDESTRIAN EASEMENTS ACCEPTED & RECORDED FILED 3. MISC LI ANEOUS AGRE'-IMENTS LAIM FOR ROAD WIDENING OFFER OF IRREVOCABLE DEDICATION FUTURE ACCESS POINTS SY ;RED ACCESS POINTS OTHER r� ). copy OF SURVEY TO ASSESSOR (IF CHANGE IN PROPERTY LINES L. F---thfS TPAID/DATE BU_' DI:YG Pam? �i�T 1. . :R J (R�O..D C LCJL :TIOc AtrD D PO� IT i_,, CCGU,.T) T• O- . J --%%.:LtJ ,T IG.I : SCFOOL f' IDS CAR COU.:TS MEMORANDUM To: South Burlington Planning Commission From: Stephen Page, Planner Re: Next Meeting's Agenda Items Date: November 9, 1978 #2 Jenkins Final Plat r All is in order. The attached map shows property lines and probable future layout of the Dorset -Hinesburg Connector - I see no conflicts between the curb cut for the "back" lot of Jenkins and the layout of the Connector. (see attached map) #3 Office Building at Joy Drive & Farrell Street A 7200 square foot building for the sale, service, and storage of office equipment and accessories is proposed. The building is sited, with appropriate plantings, so as to minimize impacts on the nearby residential neighborhood. Orientation of outdoor lighting should be away from adjoining houses. Parking, circulation, and access are adequate; however, 2 curb cuts on Joy Drive(one for each parking lot)might enhance circulation and aesthetics, without com- promising access. V0c-671 D H I Lt�EhIOI✓ ----- /� µlDrz-f"►-t - qoo I November 13, 1979 District #4, Environmental Commission 111 West Street Essex Junction, Vermont 05452 Re: Joanna Dubois Jenkins Attn: Mr. Eric Blatt Dear Mr. Blatt: The above referenced project will be served by municipal water and sewer facilities constructed in conformance with City standards. is sufficient reserve capacity within the City's sewer treatment plant to accommodate the anticipated flow from this proposed duplex. Very truly, Richard Ward, Zoning Administrative Uificer Rw/mcg PUBLIC HEARING SOUTH BURLINGTON PLANNING COMMISSION The South Burlington Planning Commission will hold a public hearing at the South Burlington City Hall, Conference Room, 1175 Williston Road, South Burlington, Vermont on Tuesday, November 14 197 $, at 7:30 p.m., to consider the following: Final plat application of Ms. Joanna Jenkins for approval of a 1 lot subdivision at 135 Hinesburg Road, consisting of a -3/4 acre parcel with, a house, to be divided into one 1i acre lot, and a 4 lot with the house. The proposed subdivision is bounded on the west and north by lands of South Burlington Realty Corporation, on the east by Route 116, and on the south by lands of Bourgault, Pidgeon, Walker, Cauchon, and Kohler. Copies of the application are available for public inspection at the South Burlington City Hall. Sidney B. Poger, Chairman South Burlington Planning Commission 10/28/78 November 17, 1978 Mrs, Joanna Jenkins 135 Hinesburg Road South Burlington, Vermont 05401 Dear Mrs. Jenkins: This is to formally confirm the action of the South Burlington Planning Commission, at its meeting of November 14, 1978, in approving your 1 lot subdivision. A copy of the motion of approval is enclosed, which specifp*the conditions of your approval. When these conditions, plus the applicable requirements of the .South Burlington subdivision regulations have been complied w .`h ( ., a final plat must be re- corded t�ritbin 90 days , a build g P it ay be issued. Don't he tate 0 1 i you aVO ny questions. j' Yaurer SP/MCV9 y< 1 Encl a=.. / truly, t T A J State of Vermont Z AGENCY OF ENVIRONMENTAL CONSERVATION Montpelier, Vermont 05602 Department of Fish and Game DIVISION OF PROTECTION Department of Forests, Parks, and Recreation Department of Water Resources Environmental Board Division of Environmental Engineering Division of Protection Natural Resources Conservation Council Joanna DuBois Jenkins RD #3, Box 25A Shelburne, Vermont 05482 Dear Ms. Jenkins, 111 West Street Essex Junction, Vermont 05452 Application # EC-4-0575 On behalf of the Protection Division of the Agency of Environmental Conservation, I acknowledge receipt of your application for 2 lot subdivision; one lot with an existing house - other lot for residential use on a R.O.W. 110'+ feet long located off Hinesburg Road, So. Burlington The application was received by this office on October 31, 1979 You will be notified promptly of any decisions made on this appli- cation. Sincerely, rnest P. Christianson Reqional Engineer cc: Planning Commission a✓ PLANNING COMMISSION NOVEMBER 14, 1978 The South Burlington Planning Commission held a meeting on Tuesday, November 14, 1978 at 7:30 pm in the City Hall. Conference Roo, 1175 Williston Road Members Present Sidney Poger, Chairman; George Mona, Peter Jacob, James Draper Members Absent Ernest Levesque, James Ewing, Kirk Woolery Others Present Stephen Page, Planner; Darci and David Smith, Philip Saxer, Sonya Stevens, Robert Stevens, Gordon Woods, Thomas Chastenay, Richard Tarrant, Paul Cobb, Joanna Jenkins Minutes of October 31, 1978 .P. Jacobmoved to accept the October 31, 1978 minutes. G. Mona seconded the motion and it passed unanimously. Public hearing on final plat application of Ms. Joanna Jenkins for a 1 lot subdivision at 135 Hinesburg Road S. Page told the Commission the right of way had been moved a little to the north and that in the long run the plan was to have the access for the new lot off the road through South Purlington Realty Corp. property, When that road is built. The Commission discussed the right of way provision, noting that it would be part of the sale and would only be removed by an overt act in the future when something else happens (such as the new road being built). It was noted that the easement might be able to be extinguished if other access to the lot were found. Until such a time, no buildings may be built within the right of way. G. Mona moved that the South Burlington Planning Commission approve the final plat application of Joanna Dubois Jenkins, for a 1 lot subdivision at 135 Hinesbur Road as depicted on a plan drawn by Palmer Company Ltd., revised 11 13 78, subject to the following stipulations: 1. issued. 2. 3. A recreation fee of $235 shall be paid when a building permit is All utilities are to be underground. Corner markers shall be set at all six corners. 4. Ultimately, access to parcel B shall be via the street anticipated across the South Burlington Realty Corporation property to Hinesburg Road. If a building permit for parcel B is requested prior to the construction of this street, the access presently shown is adequate, provided a bond is post. or up to 5 years for the restoration of this driveway area when it is relocated to the north off the new street. 5. A final plat shall be recorded within 90 days. P. Jacob seconded the motion and it passed with all in favor. 2. PLANNING COMMISSION NOVE10ER 14, 1978 Item i3 was postponed because a --member had a conflict of interest and if he stepped down there would be no quorum. The Commission wanted to wait until another -_-member came. Sketch Plan review, 1 lot subdivision of Chastenay property, east of Kirby Road A'fr. Thomas Chastenay said that his parcel of land was about 3 acres in size and that he wanted to -cut it into two pieces - 1 1 acre parcel and 1 2 acre piece. The dividing line would be just to the west of the existing sewer easement._ Nir. Chastenay said that he had a duplex on the southwest corner of the lot and wanted to put a dwelling in the northeast corner also. uld be over the sewer easement, which would need Access to this new dwelling wo some additional fill in order to do this. The land is zoned R4. Mr. Chastenay felt there was more than adequate buildable area in the back. S. Poger brought up the question of the pedestrian easement over the sewer easement and was told that Mr. Chastenay did not mind if people walked ay at the on the d d ewy,ofatheseasements they onowwere•therdumpaandnthense agehtreatmentlplan things at the end of which were the most popular places in town. Mr. Chastenay felt he had 8 or 9,000 square feet of level land on which to build the dwelling in the back and S. Page added that completion of a contour map would tell them more about that. He also noted that this parcel came very close to a parking lot for a business on Airport Parkway and that any emergency vehicles needing to get close to the dwelling could do it from there rather than coming down the new long narrow drive. Asked about utilities, Mr. Chastenay said they entwould come from one e Irby Road, since he had tried but was unable to got property so they could come from Airport Parkway. The Commission was not sure it would be a good idea to have several utilities one over the other underground. If any problem developed with one of them, the others might be disturbed while people were trying to fix the one with the problem. It was also noted that if any utilities had to be dug up,.the driveway would not be passable. Mr. Chastenay said the people living in the dwelling could walk in if they had to. The drive would be 20• `ride, he said. Mr. Chastenay said that the sewer was quite deep, perhaps 20-251 below the street level and he felt that other utilities could be moved 12-15' to one side of the s ewer line and run alongside it instead of over it. G. Mona wanted to know more about where and how much fill there would be at the neat meeting. Site plaI review, Proposed office building north of Nordic Ford S. Page said this lot was part of the old National Life Subdivision and was almost 5 acres large. said Fx. Richard Tarrant, president of Burlington Data Processing, that company wanted to build a new building on this site. He said that they would change the angle of the gooseneck which is there to serve two lots beyond this one so that it meets the road differently• ohiswill build a make turns onto it easier. He said that they were planning t 4,000 square foot building on the lot and use 7,000 square feet themselves, renting the rest for now and hoping to expand into that space later. Mr. Tarrant said that they would pave the old horticultural farm right of way where telephone poles and other utilities already exist. They will provide parking for 50 vehicles in two separate lots. They have less than 11/14/78 1 S SP SUGGESTED MOTION OF APPROVAL - JENKINS I move that the South Burlington Planning Commission approve the final plat application of Joanna Dubois Jenkins, for a 1 lot subdivision at 135 Hinesburg Road, as depicted on a plan drawn by Palmer Company Ltd., revised 11/13/78, subject to the following stipulations: 1. A recreation fee of $235 shall be paid when a building permit is issued. 2. All utilities to be underground. 3. Corner markers shall be set at all six lot corners. 4. Ultimately, access to parcel B shall be via the street anticipated across the South Burlington Realty Corporation property to Hinesburg Road. If a building permit for parcel B is requested prior to the construction of this street, the access presently shown is adequate, provided a bond is posted for the restoration of this driveway area when it is relocated to the north off the new street. 5. A final plat shall be recorded within 90 days. cam(/ Get -- J OANN A J ENK IN S South Burlington Realty Corporation 366 Dorset Street Ovide Bourgautt 139 Hinesburg Road Kenneth Pidgeon 2 Iby Street William '.calker 4 Iby Street Dough s -Caneiton ✓��v , $� - �� 6 Iby Street ------- Molly Kohler 8 Iby Street LEGEND I II EXISTING CONTOUR / i'I Sal z APPROXIMATE PROPERTY LINE 1 - APPROXIMATE SETBACK LINE III - -SS- GRAVITY SEWER LINE I n/f - -FM- FORCE MAIN n/f / CHASTENAY ESTATES, INC. SO. SO. BURLINGTON #113 - - w - WATER LINE CITY CENTER, INC. \ce - -OE- OVERHEAD ELECTRIC I _" - -ST - STORM DRAINAGE LINE I b.. - _ ��.. -- - -OE- O QS Q SEWER MANHOLE _ STORM MANHOLE �_� _ - .. HYDRANT- ® SHUT-OFF -- ----- - - - -- VERIFY FINAL LOCATION OF PE STRIAN PROJECT TO INCLUDE INSTALLATION OF SUBBASE FOR FUTURE MULTI T7 ten, POWER POLE PATH W/ CITY OF SOUTH BURL�IGTON PRIOR TO CONSTRUCTION -USE RECREATIONAL PATH. COORDINATE /V MARKET WITH CITY OF SOUTH DURLINGTON. 39.7 o -� ❑ O GUY WIRE CATCH BASIN MAINTAIN 1' SEPARATION BETWEEN EDGE OF STEPS AND AND THE $tREET l SETBACK 20.0 1� DECIDUOUS TREE SUBBASE FOR THE FUTURE EASEMENT RECREATIONAL PATH. (IYP.) ® FOR SITE ENGINEER: C n/f ROCKWOOD CIVIL ENGINEERING ASSOCIATES, INC, #118 IDUV4SFIELDVIEWLANE, SOUTH BURLINGTON, W 0403 802AM-929 FAx' BD2-880.P2�1 xab. wwx.cee w.crom DA11rN MAB --- c- SAV APPRDVRO SAV n/f OWNER: POULIN #126 CONIFEROUS TREE _.._ _ .___. _..., _._ _.._ECREA I, - .,...., PATH r-rYYY EDGE OF BRUSH/WOODS 9*'a l / rPROVIDE CONCRETE WALKWAY I TO FUTURE MULTI -USE PATH 2' DRIP EDGE- PER DETAIL r / - DRAINAGE SWALE (NP) / 511 E-911 STREET ADDRESS PROUECT BENCHMARK - - -- - -- -- - - - - n/f BELL ® I MANAGEMENT, LLC 3IS\ PROPOSEDI L.O. 12.0 PROPOSED I PROPOSE - i 12.0' I PROPOSED /� 132 %3IUNIT 20.0' 1 2 STORY I MIN 2 STORY 14.0 1 2 STORY 1 BUILD MIN. I 2 STORY 3 /NIT BUILDING = I / BUILDING I 3 UNIT BUILDING / 31UNIT I / I 1 FF=324.7 FF=325.2 I BIKE FF=325.7iC x2" g MAIL X 1 P n/f / 1 ® I ` I 507 1 RACK I I ® FAIfl-OINTI 1 PEDESTALI 511 / SO. BURLINGTON CITY CENTER INC. -- 1 t _ TID 1 ®7 GMP ( TRANSFOMER CENTRAL DISTRICT 3 1u RESIDENTIAL 4 NEW RETAINING WALL I 1 I I I I 2�/ TEMPORARY BENCHMARK TOP OF MONUMENT X ELEV.=317.91 I I n/f PARKER 7f n/f I / n/f #4 D[CT MOORE CHAUSSE 0 I #6 #6 i / I / I I I I GENERAL NOTES 1. Utilities shown do not purport to constitute or represent all utilities located upon 10' The tolerance for finish grades for all pavement, walkway. and lawn areas shall or adjacent to the surveyed premises. Existing utility locations are approximate only. be 0.1 feet. The Contractor shall field verify all Utility conflicts. All discrepancies shall be reported to the Engineer, The Contractor shall contact Dig Safe (888-344-7233) prior to 11. Any dewatering necessary for the completion of the sitework shall be considered any construction. as part of the contract end shall be the Contractor's responsibility. 2. All existing utilities not incorporated Into the final design shall be removed or 12. The Contractor shall coordinate all work within Town Road R.O.W. with Town - - - abandoned as indicated on the plans or directed by the Engineer. authorities. 3. The Contractor shall maintain as -built plans (with ties) for all underground 13. The Contractor shall Install the electrical, cable and telephone services in utilities. Those plans shall be submitted to the Owner at the completion of the accordance with the utility companies requirements. project. 14' Existing pavement and tree stumps to be removed shall be disposed of at an 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a approved off -site location. All pavement cuts shall be made with a pavement saw. direct or Indirect result of the construction. 15. If there are any conflicts or Inconsistencies with the plans or specifications, the 5. All grassed areas shall be maintained until full vegetation is established. Contractor shall contact the Engineer for verification before work continues an the Item In question. 5. Maintain all trees outside of construction limits. 16. Property line information based on Plot prepared by Civil Engineering Associate. 7. The Contractor shall be responsible for all work necessary for complete and entitled "Black Bay Ventures 'All LLC and South Burlington City Center, Inc. (Draft) operable facilities and utilities. dated February 2, 2014 revised February 21, 2014. This plan is not a boundary survey and is not intended to be used as one. 8. The Contractor shall submit shop drawings for all items and materials incorporated Into the site work. Work shall not begin on any item until shop drawing 17. If the building is to be sprinklered, bockflow prevention shall be provided in approval Is granted. accordance with AWWA M14. The Site Contractor shall construct the water line to two feet above the finished floor. See mechanical plans for riser detail. 9. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work In accordance with all permit conditions and any local Public Works Standards. BLACKBAY DENTURES VIII, LLC EXISTING PROPERTY LINE TO BE DISSOLVED n/f CARPENTER #2 I / 1 5 Bll C ACf B L D- ® I / I n/f B(7YPFOA 1) (N FO S #136ER BLACKBAY a VENTURES VIII, LLC SN N I DUMPSTER STO GE F w ®sell ENCLOSURE w Hf0 EXISTING i i GARAGE NEW 6' HIGH CURB 1 n/f NEW 6'HIGH n/f i I ROMAN CATHOLIC WOOD STOCKADE FENCE BOLTON DIOCESE CHURCH #139 EXISTIN #142 HODS' I I I ii; EXISTiN I HOUSES I n/f LAHUE # 145 BLACKBAY VENTURES Vlll, LLC 226 RIDGEFIELD ROAD SHELBURNE VT 05482 PROJECT: 12 UNIT HOUSING PROJECT 135 HINESBURG ROAD SOUTH BURLINGTON VERMONT 05403 LOCATION MAP I I I Damps crG UPDATE NO- BU-C lalVADON 1 w/../,a CJG UMAX BUILDING FOaIPI.NT DIMps C.Ia AaBm mp T sI,cs.m - ZONING REQUIREMENTS: 06/01/16 cdG ADDED 80u WD UC TS - - - ZONING DISTRICT. CENTRAL DISTRICT 3 IBY STREET GRAPHIC SCALE ( IK FEET ) I inch = 20 R CATEGORY REQUIRED EXISTING* PROPOSED COVERAGE 50% 80% 5.6% 7.7% 26.5% 72.7% BUILDING TOTAL SETBACK 50 0-80' 5' 5' ±11.7 19.9 ±300.0' 130.7 ±39.7 ± 1.17 ±20.0 ±51.4' FRONT YARD FRONT YARD SIDEYARD SIDEYARD BUILDING HEIGHT 35 32;=47- PROPOSED PRIMARY *F.A.R. PROPOSED CONDITIONS SITE PLAN DATE DAA1nA'G NUY..R MARCH 26, 2014 1" =20' C1.1 no. 13247 State of Vermont LAND USE PERMIT CASE No. EC-4-0575 APPLICANT Joanna Dubois Jenkins ADDRESS RD #3, Box 25A Shelburne, Vermont 05482 LAWS/REGULATIONS INVOLVED Vermont State Board of Health Regulations, Chapter 5, Sanitary Engineering, Subchapter 10, Part 1, Subdivisions This project, consisting of a two lot subdivision, parcel A, 11,829 square feet, and parcel B, 23,209 square feet in size, located off Hinesburg Road, South Burlington, is hereby approved under the require- ments of the regulations named above, subject to the following conditions: (1) The subdivision must be completed as shown on the plans prepared by Mark V. Ward, L.S. on September 28, 1978, and which have been stamped "Approved" by the Division of Protection. No changes shall be made to the approved plans without prior written approval from the Agency of Environmental Conservation. (2) This project is approved for municipal water supply and sewage treatment through the facilities of the City of South Burlington. (3) Each prospective purchaser of the lots shall be shown a copy of the approved plot plan, and the Land Use Permit before any written contract of sale is entered into. (4) This project of one single struction of duplexes and and approval the proposal EB/lsw has been reviewed and is approved for the construction family residence on each of the approved lots. Con - other type dwellin gs, including public buildings, condominium units, is not allowed without prior review of the Agency, and such approval will not be granted unless conforms to the applicable laws and regulations. FOR THE DIVISION OF PROTECTION r90 Eri att; Asst. Regional Engineer Dated at Essex Junction, Vermont, this 5th day of November, 1979, cc: Division of Protection ,_....--5-outh Burlington Planning Commission Mark V. Ward, L.S. Y A M E M O R A N D U M To: South Burlington Planning Commission From: Stephen Page, Planner Re: Next Meeting's Agenda Items Date: 10/20/78 #2 Trono Final Plat - All is in order #3 Allen Building Corporation Final Plat - ditto #4 Sketch Plan - Jenkins 1 lot subdivision_- The division of a 3/4 acre parcel with a house, into lots of 1/4 (with house) and 1� acres, is proposed. Access to the "back" lot is via a 20' ROW to the south of the existing house. This access is adequate until the Dorset -Hinesburg connector is built; at that time, the ease- ment should be extinguished and the driveway relocated from Hines- burg Road to the connector. Sewer and water plans (including asse- ments) should accompany the final plat. I ^eP PRo�`C FiK L] N0Q11-E #5 Twin O Reyisc final PI_: t - The following revisions are proposed to a previously approved 3 phase, 184 unit apartment project: 1) conversion from apartments to condominiums. 2) increase parking from 13� to 2 spaces per unit, including one covered space per unit, and revised parking lot layout. 3) unit types are now all two bedroom (an increase in total bedrooms from 348 to 368). o I' iJq I1 - i a 071 t= G+i`t '�cvct�►.iv IT p C �Dj t1` LeY PUBCIC HEARING SOUTH BURLINGTON PLANNING COMMISSIONCom- The South Burlington Planning mission will hold a public hearing at the South Burlington City Hall, Con- ference Room, 1175 Williston. Road,, South Burlington, Vermont on Tues- day, November 14, 1978, at 7:30 P.m., to consider the following: Final plat application Of Ms. Joanna Jenkins for approval of a 1 lot sub- division at 135 Hlnesburg ROad,-con- sisting of a 3/4 acre parcel with a. house, to be divided into one'/v acres lot, and a 1/4 lot with the house. The' proposed subdivision is bounded on the west and porth by lands of South! Burlington Realty Corporation, on! the east by Route 116, and on the! south by lands of Bourgault,l Pidgeon, Walker, Couchon, and, Kohler. Copies of the application are avail able for public inspection at the'. South Burlington City -Hall. Sidney B. Poger, Chairman South Burlington Planning Commission i October 28, 1978 PLANNER 658-7955 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 February 18, 1997 Eugene J. Ward III, Esquire 3069 Williston Road South Burlington, Vermont 05403 Re: 135 and 137 Hinesburg Road Dear Mr. Ward: ZONING ADMINISTRATOR 658-7958 Per your request, please be advised that the ownership of 135 and 137 Hinesburg Road by the same person would not require that these two (2) lots be merged. Both lots are conforming as to lot size and were approved by the Planning Commission on 9/14/78. If you have any questions, please give me a call. Sincerely, Raymohd J. Belair, Zoning and Planning Assistant RJB/mcp City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 January 11, 1994 Cindy Provost Century 21 - Jack Associates 1161 Williston Road South Burlington, Vermont 05403 Re: Multi -Family Dwelling, 137 Hinesburg Road Dear Ms. Provost: ZONING ADMINISTRATOR 658-7958 Enclosed please find a copy of the December 14, 1993 Planning Commission meeting minutes. Please note that you have six (6) months from the date of the sketch plan review to submit the preliminary plat application. If you have any questions, please give me a call. qcer 1 Jo2 Weith, City Planner 1 Encl JW/mcp PLANNING COMMISSION 14 DECEMBER 1993 PAGE 8 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. The plan shall be revised prior to issuance of a zoning/building permit to show the changes listed below and shall require approval of the City Planner. Three copies of the approved revised plan shall be submitted to the City Planner prior to permit issuance a) The parallel parking spaces along the front of the building shall be lengthened to 22 feet. b) The plan shall indicate screening around the dumpster area and shall indicate the type of screening to be used c) The plan shall accurately show existing landscaping and any new landscaping. 3. All new parking spaces shall be striped The temporary regis- tration parking shall be noted as such with eitherpavement mark- ings or signs. 4. This site plan approval shall not be construed as approval to alter'a noncomplying structure. The decision of whether or not to approve alteration to a noncomplying structure shall be made by the Administrative Officer in accordance with section 19.002 of the zoning regulations. 5. The applicant shall obtain a zoning/building permit within six months or this approval is null and void 6. The applicant shall obtain a Certificate of Occupancy from the Administrative Officer prior to occupancy of the newly constructed areas. 7. Any changes to the site plan shall require approval by the South Burlington Planning Commission. 8. Any change to existing exterior lighting or any new lighting shall be downcasting and shielded so as not to cast light beyond the property line. Any change to exterior lighting shall be approved by the City Planner prior to installation Mr. Sheahan seconded Motion passed unanimously. 9. Sketch plan application of Cindy Provost for construction of a 3-unit residential building on a lot of approximately 24,800 sq. ft., 137 Hinesburg Rd: Ms. Provost said the owner, Eleanor Parks, resides out of state. They are trying to find out what could be done to the property. PLANNING COMMISSION 14 DECEMBER 1993 PAGE 9 There is nothing on the land now. The deeded right of way onto Hinesburg Rd. is not wide enough though there is some room to widen it. They could ask the current owner about this. Mr. Teeson noted the advantage of having the ingress/egress over Corporate Way. Other members agreed, and Mr. Burgess said it can be stipulated that this be done when it becomes possible. Mr. Craig reminded the applicant that there must be at least 200 ft. from a driveway to a signalized intersection. Mr. Craig also noted there would be setback problems with a triplex and he would want to see setbacks met. Mr. Sheahan agreed. Mr. Weith noted there is also a question of whether a triplex would be in keeping with the character of the neighborhood. The property is abutted by a CD Zone which allows 25 units per acre. Mr. Weith also noted they could meet the setback requirement by moving the building to the north. Mr. Teeson felt the building and parking should be switched to get further from the intersection. Other members agreed. Mrs. Maher said she would prefer 2 units and other members agreed. Mr. Weith noted that a duplex can be built without Commission approval. The major issues were summarized as follows: meeting of setbacks, access to Corporate Way when it is open, swapping building and parking, location and screening of dumpster. As there was no further business to come before the Commission, the meeting adjourned at 9:55 pm. Clerk a PLANNING COMMISSION NOVEMBER 14, 1978 The South Burlington Planning Commission held a meeting on Tuesday, November 14, 1978 at 7:30 pm in the City Hall.Conference Roo, 1175 Williston Road Members Present Sidney Poger, Chairman; George Mona, Peter Jacob, James Draper Members Absent Ernest Levesque, James Ewing, Kirk Woolery Others Present Stephen Page, Planner; Darci and David Smith, Philip Saxer, Sonya Stevens, Robert Stevens, Gordon Woods, Thomas Chastenay, Richard Tarrant, Paul Cobb, Joanna Jenkins Minutes of October 31, 1978 .-P. Jacob_. moved to accept the October 31, 1978 minutes. G. ]Mona seconded the motion and it passed unanimously. Public hearing on final plat application of Ms. Joanna Jenkins for a 1 lot subdivision at 135 Hinesburg Road S. Page told the Commission the right of way had been moved a little to the north and that in the long run the plan was to have the access for the new lot o$ the road through South Burlington Realty Corp. property, -when that road is built. The Commission discussed the right of way provision, noting that it would be part of the sale and would only be removed by an overt act in the future when something else happens (such as the new road being built). It was noted that the easement might be able to be extinguished if other access to the lot were found. Until such a time, no buildings may be built within the right of way. G. Mona moved that the South Burlington Planning Commission approve the final plat application of Joanna Dubois Jenkins, for a 1 lot subdivision at 135 Hinesburg Road as depicted on a plan drawn by Palmer Company Ltd., revised 11 13 78, subject to the following stipulations: 1. A recreation fee of S235 shall be paid when a building permit is issued. 2. All utilities are to be underground. 3. Corner markers shall be set at all six corners. 4. Ultimately, access to parcel B shall be via the street anticipated across the South Burlington Realty Corporation property to Hinesburg Road. If a building permit for parcel B is requested prior to the construction of this street, the access presently shown is adequate, provided a bond is post, or up to 5 years for the restoration of this driveway area when it is relocated to the north off the new street. 5. A final plat shall be recorded within 90 day. P. Jacob seconded the motion and it passed with all in favor. krz-. prLov�ry . L Y, Rao a'4 �1 r6,,xz. Ze, '" t -L. 41-10-7� c/ X� goo,, t,(,W-kJJ Itle tl'l 6 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 December 10, 1993 Cindy Provost Century 21 - Jack Associates 1161 Williston Road South Burlington, Vermont 05403 Re: Multi -Family Dwelling, 137 Hinesburg Road Dear Ms. Provost: ZONING ADMINISTRATOR 658-7958 Enclosed is the agenda for next Tuesday's Planning Commission meeting and my comments to the Planning Commission. Comments from City Engineer Bill Szymanski and Fire Chief Jim Goddette were sent to you at an earlier date. Please be sure someone is present on Tuesday, December 14, 1993 at 7:30 P.M. to represent your request. If you have any questions, please give me a call. Sincerely, Joe Weith l 5 City Planner Encls JW/mcp Memorandum - December 14, December 9, Page 8 Planning 1993 agenda items 1993 Landscaping: The minimum landscaping requirement, based on building costs, for this project is $690 which is not being met. The site is well landscaped so staff does not recommend any additional landscaping. Traffic: No additional traffic is expected to be generated. Sewer: No additional allocation needed. Lighting: Exterior lighting will consist of the following: --- one (1) 16 foot pole with two (2) 500 watt high pressure sodium lamps. --- six (6) 500 watt high pressure sodium lamps attached to the building. --- four (4) 14 foot poles with 250 watt --- nine (9) 8 inch globes with 100 watt --- nine (9) 13 watt florescent soffit building. --- six (6) twin 13 watt florescent lamps shining towards trees and building. --- one (1) 13 watt florescent lamp illuminating front of center gable. Dumpster: Dumpster should be screened. mercury vapor lamps. lamps by entry ways. lamps along front of along front of building at peak of building 9) MEHALER PARKES - THREE (3) UNIT MULTI -FAMILY - SKETCH PLAN This project consists of constructing a two (2) story three (3) unit multi -family dwelling on a lot of approximately 0.57 acres. This lot is currently vacant and has no road frontage. It is served by a 20 foot r.o.w. from Hinesburg Road. This property located at 137 Hinesburg Road lies within the R4 District. It is bounded by the north an undeveloped portion of Corporate Way, on the south by three (3) single family residences, on the east by a single family residence and on the west by undeveloped land which is part of the Corporate Circle development. Access/circulation: Access will be via a 20 foot r.o.w. across the lot at 135 Hinesburg Road between an existing residence and the southerly boundary. This r.o.w. would be used as the access until such time as Corporate Way is opened up. Both City Engineer Bill 3 Memorandum - Planning December 14, 1993 agenda items December 10, 1993 Page 9 Szymanski and Fire Chief Jim Goddette feel that this lot should not be developed, due to access limitations, until access is available to Corporate Way. Circulation is adequate. Coverage/setbacks: Building coverage is 18.1% (maximum allowed is 20%). Overall coverage is 36.7% (maximum allowed is 40%). Setback requirements are not met. There is a 30 foot setback requirement from the proposed City street (Corporate Way) and a 30 foot setback from the rear boundary. Staff recommends the building be shifted to the south and the decks eliminated. Parking: This project requires a total of six (6) parking spaces and 10 spaces are being provided. The preliminary plat should show at least one (1) handicapped space. The parking aisle serving the two (2) rows of parking must be widened to 24 feet. Landscaping: Applicant should provide building cost information for preliminary plat so staff can determine the minimum landscaping requirement. The preliminary plat plans should include landscaping to meet the minimum requirement. Traffic: This property is located in Traffic Overlay Zone 5 which would allow it to generate a maximum of 27.9 vehicle trip ends (vte's) during the P.M. peak hour. I.T.E. estimates the proposed use to generate 1.9 vte's during the P.M. peak hour. Sewer: The applicant should provide staff with the number of bedrooms proposed so that sewer allocation can be calculated. Private Roadway: Section 2.022 of the South Burlington Public/Private Roadway Policy requires that the private roadway serving this development have a minimum width of 24 feet but the r.o.w. serving this lot is only 20 feet wide. Other: --- the preliminary plat plans should show dumpsters if they will be used and they must be screened. --- exterior lighting details should be submitted for preliminary plat. E MkFHof crto 'OM2kWS — Qp n�ER - f/ EF}RLER PFtRItES - IS069 laluW 1-IlrWAS OR, Faa-r MEVISR F"a-ioW - 33qoe E APPLICA T- of v-ruFY Al lRek "Soc(A-rifs I lb l WIU..IE-raw R"O S . (8CAF- L4rVA2a1tJ V7. CS-tU13 (61VOILAI OS-? (� IV s ,5IZC5 iD"IIUW6, - QlSl6NIE0 To �¢Itlw lw'i!b VI/Pr(C CIL* kJ LIWk W4(CH WOULn �2 �6S(6AlliD �T i/ �t O� Bic/t0/�/6. ELRCZ2(c )}Z ;Z/(Voj SCARE Ylava. p (�ECKMY`6�R 8,l't43 LoT � IYS I l Sawl�s eacwnu I I ©sauaac 5� r LoT'`G - OvIve QOu(.) bk r puYlvt4vv? 824AK) &Aeocz � �'4uvtIA ' rkCCL-2RM.1 LoT " 8 tURzee L.I h�IE- { MOLLY M0OjLe_ 'GIINOEC 'CME SIOEW NI.K� I .. I J ' - -- i o.43 'y-�RaPOSRO �EWEIL_ — �xppasro, wkc c35� 1$C/4l6 S —6 f. �aT 13S ,o v e j�.fti1 94.0s I Mleµen� �` 4,<,6 E-ob 9xtR Gq" I Pezaes go.95 � � 3,a6o sQ,rr. 4x/f 4ftF � `� ijlli�oilvb. �' .x 4.l' Mu Ilo Fr. (�V 1 VEuf bELC 0 993 City ut So. buldl!li* toll a�9.04 T'j '.. QRarosao Ikµ.NSow IZp. _ E ? a- S mq -Fowv I- ouso Erylo "ors - �L(Plec - ,?. 6S0 SQ 1-T. i Awl-„���40o i,o Ft. V CITY OF SOUTH BURLINGTON Subdivision Application - SKETCH PLAN 1) Name, address, and phone number of: a Owner of record (V�t I (_F S' l (;!� Flip ---r v" y 6 k. E 5 0 Z b. Applicant 0nw)Gt �az,)Insz s T-5 c . Contact 2) W Purpose, location, and nature of subdivision or development, including number of lots, units, or parcels and proposed use(s). f-x1 6-by 6l-� 3) Applicant's legal interest in the property (fee simple, option, etc. r e- WL p L Ls� 4) Names of owners of record f allcontiguous properties cl-zivA Q -�-14:r6: "J e e&-C-6 its Q3s 5) Type of existing or s cumbrances on property suc as easements, covenants, leases, rights of way, etc. &62E D — "3�UCN I � Ck r2 L ( (A ), �t ) IFT ra, --Ll n � 6) Proposed extension, relocation, or modification of municipal facilities such as sanitary sewer, water supply, streets, storm drainage, etc. �� k � ic.e� (�([ , (-�- �. ¢ � s`' Y"✓1 ��� rU {`� F�C.i �,� �� �} � ""'_ �1 1�1. IL'� j 6"� 7 ) Describe an y previous actions taken by the Zoning Board of Adjustment or by the South Burlington Planning Commission which affect the proposed subdivision, and include the dates of such actions: 8) Submit five copies and one reduced copy (8 1/2 x 11, 8 1/2 x 14 or 11 x 17) of a Sketch plan showing the follow- ing information: 1) Name of owners of record of contiguous properties. 2) Boundaries and area of: (a) all contiguous land belong- ing to owner of record and (b) proposed subdivision. 3) Existing and proposed layout of property lines; type and location of existing and proposed restrictions on land, such as easements and covenants. 4) Type of location, and approximate size of existing and Proposed streets, utilities, and open space. S) Date, true north arrow and scale (numerical and graphic). 6) Location map, showing relation of proposed subdivision to adjacent property and surrounding area. ///�' ,.ter (Si atur,') applicant or contact person Date 2 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 November 17, 1993 Cindy Provost Century 21-Jack Associates 1161 Williston Road South Burlington, Vermont 05403 Re: Multi -Family Dwelling, 137 Hinesburg Road Dear Ms. Provost: ZONING ADMINISTRATOR 658-7958 Enclosed please find some preliminary comments on the above referenced project from City Engineer Bill Szymanski, Fire Chief Jim Goddette and] myself. Please respond to these comments, if appropriate, with additional information and/or revised plans by no later than Friday, December 3, 1993. If you have any questions, please give me a call. Sinc ely, L Raymo d J. Belair, Zoning and Planning Assistant Encls RJB/mcp SITE PLAN CHECK LIST --- Lot drawn to scale --- Survey data (distances and lot size) --- Contours (existing and finished). --- Existing vegetation and natural features. --- Proposed landscaping (number, variety and size) equal or greater than the required amount in section 19.104 of the Zoning Regulations. --- Location of streets, abutting properties, fire hydrants, existing buildings. --- Existing and proposed curb cuts, pavement, walkways. --- Zoning boundaries --- Number and location of parking spaces. (RV parking for multi- family projects over 25 units). --- Number and location of handicapped spaces as required. --- Location of septic tanks (if applicable). --- Location of any easements. --- Lot coverage information: Building, overall and front yard. --- Location of site (Street # and lot #). --- North arrow --- Name of person or firm preparing site plan and date. --- Exterior lighting details (must be downcasting and shielded). --- Dumpster locations (dumpsters must be screened). --- Existing and proposed sidewalks (public). --- Sewer calculation --- Height of new construction. --- Setbacks (residential district, planned r.o.w., Interstate). --- C.O. Zone --- Bike racks --- Traffic generation --- PUD/PCD standarads --- Airport Approach Cone --- j Outside storage/display --✓ F.A.R. M E M O R A N D U M To: Project Files , -y & From: Raymond J. Belai , Zonin9 g and Planning Assistant Re: Preliminary Comments, December 14 , 1993 agenda items Date: November 17, 1993 MEHALER PARKES - THREE (3) UNIT MULTI -FAMILY - SKETCH PLAN The sketch plan must be revised to show the following information: --- name and address of the owner of record and applicant. --- name of owners of record of contiguous properties. --- type of, location and size of existing or proposed water and sewer lines serving this property. --- date and graphic scale. --- location map showing relation of this property with the surrounding property. Issue to be discussed: --- Section 2.022 of the South Burlington Public/Private Roadway Policy requires that the private roadway serving this development must have a minimum width of 24 feet but the right-of-way serving the lot is only 20 feet wide. CONNIE WEEMS/THOMAS TAVARES - BOUNDARY LINE ADJUSTMENT - FINAL PLAT --- plat should show address of record owners. --- the boundary line to be dissolved should be shown as a dashed line with a notation that it is to be dissolved. --- The Tavares property should be shown as one (1) lot with the old property line to be dissolved. The combined square footage of the new lot should be indicated. MARY PROVENCHER - 2 LOT SUBDIVISION - FINAL PLAT --- applicant should submit the legal document for the access easement for review by the City Attorney. --- since the "well" lot and the lot at 41 Central Avenue are merged, the property line separating the two should be removed and the lot area adjusted to reflect the larger parcel. j7 IlXd a�i,� �- % 77L 7. Traffic: This property is located in Traffic Overlay Zone 1 which allows this property to generate a maximum of 28.4 vehicle trip ends (vte's) during the P.M. peak hour (Article XVII, South Burlington Zoning Regulations). I.T.E. Trip Generation Manual estimates that this property currently generates 68.4 vehArcl--e trip ends (vte's). I.T.E. estimates that with the prepared addition this use will generate 87.6 vte's which is a �19.2 to increase above current conditions. 4. 8. No site improvem nts are proposed which would produce net benefit for traffic f in the vicinity. , 1 9. The applicant su mi ted a five (5) c y t a fic co nt (M-F) at this facility betwee 4- P.M. which � an a er ge tri generation rate of 77.4 vte's.�y 4 10. Lighting: Ext rior lighting consist of ine ( ) 400 watt metal halide lamps o 16 foot poles with c toff umina ies. 11. Sewer: No addi ional allocation need d. :ONCLUSIONS 1. The subject -here0yIs located in Tre' e defined in Sction 17 20 of the So Regulations. The Tra fic Ove lay Zone lii end generation for th s h-ereb to 28.4 tr. peak hour. The curren use is e timated to the proposed use will add 19.2 vte's for Section 17.50 of the zoning egu1at1on Commission to approve eak hour affic vi standard if it determine that othe site it a net benefit for traf is flow in the vi determination, the Co ission ma cons contained in Sections 17.501 thro h ] Commission concludes tha : a) Section 17.501 not met sinc include a PCD. °fic Overl y JZone 1 as th Burli t n Zoning .its the pe k hour trip p ends duri the P.M. generate 68. vte's and a total of 87.6 vte's allows the Planning ,lumes above the normal provements will produce :inity. In making its Lder the requirements 7.504. The Planning this proposal does not b) Section 17.502 is not met since it is not proposed to change or reduce the number and location of curb cuts. c) Section 17.503 is not met since information on traffic volumes and effect on levels of service at nearby intersections was not provided. d) Section 17.504 is not met since the proposed restate use will result in a peak hour trip generation higher than existing conditions which already exceeds the allowable limits and no other access management improvements are proposed as part of this application. M E M O R A N D U M To: South Burlington Planning Commission From: William J. Szymanski, City Engineer Re: Preliminary Comments December 14, 1993 Agenda items Date: November 15, 1993 ONE TWIN OAKS TERRACE - OFF KENNEDY DRIVE Site plan received October 18, 1993 by Fitzpatrick -Llewellyn, Inc. is acceptable. MEHALER PARKES - CORPORATE WAY 1. This lot which fronts on Corporate Way should not be developed until Corporate Way is completed and access to it from Corporate Way. 2. Access to utilities (power, water, sewer) will require permission from Corporate Way owner Mr. Munson. 3. Sewer main will have to be extended about 400 feet to serve this lot. 4. Access from Hinesburg Road will place the drive very close to two residences and may require removal of some mature trees. 5. Plan should include a title block and show utilities and site drainage. CONSTANCE WEEMS - 2 LOT SUBDIVISION - SHUNPIKE ROAD 1. Boundary survey plan dated December 1981 with latest revision dated October 6, 1993 prepared by Krebs & Lansing is acceptable. L&M PARK - SHELBURNE ROAD Site and utilities plan with latest revision dated 10/22/93 prepared by FitzPatrick-Llewellyn is acceptable. TO: SO. BURLINGTON PLANNING COMMISSION FROM: CHIEF GODDETTE RE: TUESDAY DECEMBER 14,1993 AGENDA ITEMS DATE: WEDNESDAY NOVEMBER 10,1993 PLANS HAVE BEEN REVIEWED BY THE FIRE DEPARTMENT AND THE FOLLOWING FOUND ON EACH PROJECT: 1. ANCHORAGE MOTOR INN 103 DORSET STREET WHEN REVIEWING THE PLAN I FOUND ADDITIONAL PARKING SPACES HAVE BEEN ADDED IN FRONT OF THE BUILDING.THE ROAD WAY AROUND THE BUILDING MUST BE NO LESS THEN 24' WIDE TO ALLOW FOR EMERGENCY EQUIPMENT ENOUGH ROOM TO SET UP, AT LEAST BEHIND AND IN FRONT OF THE BUILDING. 2. MRS. PARKS PROPERTY 3-UNIT APARTMENT HINESBURG ROAD AT THIS TIME FOR THE SIZE OF THE BUILDING THERE IS NO ACCESS FOR EMERGENCY EQUIPMENT TO SET UP FOR FIRE PROTECTION. THIS PROJECT SHOULD NOT BE APPROVED UNTIL THE ACCESS PROBLEM IS CORRECTED. S. M. PROVENCHER PROPERTY QUEEN CITY PARK LOT SUB -DIVISION AT THIS TIME I DO NOT SEE A PROBLEM IF THE PROPERTY IS SUB -DIVIDED INTO TWO SINGLE LOTS. 4. CONSTANCE WEEM SHUN PIKE ROAD LOT SUBDIVISION AT THIS TIME I DO NOT HAVE A PROBLEM WITH THE SUB- DIVISION OF MRS. WEEMS PROPERTY,, 5. ONE TWIN OAKS TWIN OAKS DRIVE. PROJECT 085006 THE BUILDING WAS INSPECTED BY THE DEPARTMENT OF LABOR AND INDUSTRY AND THERE IS NO PROBLEM IN ALLOWING A DAY CARE AS A BUSINESS IN THE BUILDING. 6. L&M PARK PROJECT #88047 FAYETTE ROAD AT THIS TIME I DO NOT SEE A PROBLEM WITH APPROVING THIS PROJECT. P � a V�' NORTHWESTERN VER OARD EALTORS —LAND T e Land jBu 4irig_Lot _ Area: 13 Price $ 65,000 _ —_ Sign MLSM ADDRESS OF PROPERTY 137 Hinesburg Roads South F3Urllnc�tori - —yes T- _ Directions So. on Hinesburg Roadlot on right directly behind Distance to village In llge Vi a #137. ---- Lot size 1 /2 A tf-- --- DISTINGUISHING CHARACTERISTICS Frontage _ R(TN] _ _-_- ROW 20' -- % Wooded 50 % Open 50 Build a Adti. Depth•-•----249----- •-------_ --- Soil Nl].Xed Zoning- R-4-------------- - Possible subdivision. ---- - ----- -"- -- Taxes $ 253.98 _ _ _Type_ Road__'Paved Elec. Serv. Significant owner financing. Tax Rate/AcFe $2.76per -$100 _GMP Tel. Serv_N.E. Telephone _ Assessment NbrCha_nt_S_ —_-- - -Dist. from Lot _— 130' -0 - - -- Lot Subdivision Approvals Possible Y/N Mortgagee -- 0 -- --_--- ---- Amt. Mort a e --- $--- ----------- Date: Local - - -- -- - - State - Assumable N A -•--•---------••------______ --- M-o_n.t_hlyP_._m-t _ _-_ --------------------- Environmental Permit No. - Subordinate To: 0 Release Time Closinq Restrictions/Covenants No Y/N isl /Fins Owner Aas-------ncln4 -Yes - — - _ _ _ ------------ - Sewer CitV Water Cit Surve�Avallable _ Y Y N-- - - - ---- Perc Test Available Y N N --- ---- -- -------------- Deed v.p. 168/384--86 OWNER/S Mehaler Parkes Phone CLA ---- �o Centuzy 21_Jack.Associates _ Code 211 Phono 658-5555 A Lobbi H�lzel _ - _ _ _ Phone 863-2935 FSSL.-A-0.4% Ex-- _/8 93 - --- - Date10 -- InlormMion herein Is believed to be - p: _ _l - - - at � midni ht -------- actuate.Is but not warranted. LISTED DATE _ 3/8/93 EXPIRATION DATE 10/8/93 BROKER NO. 211 PLEASE FILL /�j 415' rzrwe (iIkf42 . . - - ©02. - ooe- 002 rq, J/ AV c IV _ . R�ry Te y 7e L� _ - . .. �� �N7 CIS �- _ DEe�cs - oo SQ , FT- _QCT.2 11993 City of So. Burlington SQ . Fz