Loading...
HomeMy WebLinkAboutZP-18-374 - 0310 Market Street 9/21/2018CITY OF SOUTH BURLINGTON ZONING PERMIT APPLICATION Snyder Braverman Development Company, LLC 7 Applicant: Application No: —� " 18 `13�74 Applicant Mailing Address: 4076 Shelburne Road, Suite 6, Shelburne, VT 05445 [office use only] Applicant Email: csnyder@snyderhomesvt.com Daytime phone: 985-5722 Property Street Address: 310 Market Street, South Burlington Property Owner: Same as above Property Owner Mailing Address: Same as above 1. PROPOSED project including building dimensions (describe): Construct 60 unit apartment building , VT 05403 ft. Parcel Size: 46,812 sq. Tax Parcel ID No. 2. Present USE(S) of the property: I El Single family home on its own parcel El Other (please state the USE per Land Development Regulations- retail, general office, multifamily residential, etc.): Multi -family residential 3. List all present structure(s) on property (describe including dimensions or square footage of each): None 4. Does the project include a proposed change of USE? ❑✓ No (the property will still be used for the same purpose) QYes (please state proposed changed or added USES per Land Development Regulations- retail, general office, multifamily residential, etc.): 5. ESTIMATED total cost of improvements (materials and labor): $ 1 1 ,908,580 6. Building footprint — i.e. size in sq.ft of main floor of house and all attached and detached structures including enclosed breezeways, garages, and sheds (describe): Existing: Proposed: 18,375 f;. 7. Total square feet of other impervious surfaces on site (i.e. driveways, patios, decks) Existing Proposed: 3 5l S 1 .) 15-r 8. ATTACH SKETCH PLAN OR SITE PLAN (not required if project consists ONLY of interior renovations or replacement of existing roof, siding, etc. in the exact same size) 4 9. APPLICANT/OWNER CERTIFICATION The undersigned Zoni r it and r /one c The ,� siAed owner hereby consents to submit this application and understands that if the application is approved, the ied conditions will be binding on the property. Chris Snyder 47/ 7 /1 PRINT NAME Date hereby affirms that the information presented in this application is true, accurate and complete. Chris Snyder qJ1711& PRINT NAME Date OFFICE USE ONLY — ADMINISTRATIVE OFFICER ACTION — OFFICE USE ONLY DATE Received: �FEE Received: x lZ8;,4jgl, CoO Identification of zoning district: -FBC—_ Identification of proposed use: t Ql ,d r un it dej) PROPOSED USE TYPE: FAPermitted Conditional Date of SITE PLAN approval/denial Approvalate Denial Date Date of SUBDIVISION approval/ denial Approval bate Denial Date Date of CONDITIONAL USE approval/ denial ` Approval Date Denial Date / Date of appeal VARIANCE approval/ denial Approval Date Denial Date Dat of MISCELLANEOUS approval/ denial Approval Date Denial Date Provided applicant copy of URBEC or VCBE Standards Handbook orE]Not Applicable FINAL ADMINISTRATIVE OFFICER ACTION ZONING PERM IT APPROVED Permit EFFECTIVE date a o . Permit EXPIRATION date I DENIED REASON for DENIAL Denial Date Notice of Appeal Rights: Any interested person may appeal this decision by filing a written Notice of Appeal with the clerk of the Development Review Board within fifteen [15] days of the date of this decision. The notice of appeal must be accompanied by a filing fee of $223.00. This permit does NOT authorize commencement of any development activity approved by the permit until the permit takes effect as set forth above. Site modifications and improvements made prior to this permit becoming effective may be subject to removal and site restoration if a timely appeal is commenced. NOTE: The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. PLANNING & ZONING Planning and Zoning Invoice Residential Impact & Permit Fees Property Owners Name: SidQt' t3tt�L�terrrn�,vQlcramen� Lv, I LG Property Location: 310 MARKF_T &gF-ET Amount: Payment Type:c'Y.2d4MI) Date: q 1I81ZP1 3 Code Pricin Amount Due Zoning Permit (New Residential) ZP- zp $13.00 plus '�C00) sq. ft. building @ $0.45 per sq. ft. _ $ ) -`� Coo plus & sq. ft. unfinished basement @ $0.20 per sq. ft. $ plus .A�JyJO garage bays at $50 per bay $ plus After -the -fact of (_) 50% [no NOV] or (_) 100% [NOV] $ Zoning Permit Total $ Sewer Allocation Fee WWA- #204 C7,g.p.d x $11.92 $ (_) Bartlett Bay (_) Airport Parkway $�i�,(3��' Recreation Impact Fee #220 South Village Recreation Impact Fee #243 $ _.. -Road-Impact Fee _ ._ _ _ _ _ ._ -_._.__#221 _ ---$ Fire Impact Fee #203 $ Police Impact Fee #222 $ q.,`'- Dorset Street Waterline Fee #230 $ Sewer Connect Inspection WW- ww $63 $ G 3 $ Total ` -tee A I --, T 'f' at FUTURE g BUILDING 7 ' / \ \ —TYP. I SENCH I-F— ♦ ♦ O TYPICA}, IF BENCH RNI BUILDING 6 I (60 RESIDENTIAL UNITS) -- 0' PAVED SIDEWALK SEEPLANSBV ION MARI�F Q � 6TREEf RECONSTRUCTION � THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 1.888•DIG-SAFE PRIOR TO ANY EXCAVATION. I SHEET INDEX SITE PLAN 2 GRADING S JTILITYPLAN 3 LANDSCAPING PLAN EPSG PLAN 6 LIGHTING PLAN SITEWORN DETAILS T STORM S SEWER DETAILS e EPSCDETAILS WATERDETNLS 10 GARDEN STREET XSECTICN S PROFILE 11 GARDEN STREET LIGHTING PLAN 12 SION S PAVEMENT MARKING PLAN 13 GRAVEL WETLAND LANDSCAPING PLAN 03 STORMWATER DE TAILS (By VHS) D4 STORMNATFIR DETAILS (BY VHB) WS.O TYPICAL DE1AIL5 IBY VHB) PLZ SUBDIVISION. SEA PLAT APPLICANT THE EVY. YDERBRAVERMAN O MFNT COMPANLLC 40>6 SHELBURNC ROAD, SUITE 6 SHELBUiNE. VT o5402 LANDOWNER SOUTH BURLINGTON CITY CENTER ULC PD. BOX 2204 SOUTH BURLINGTON. VT O5407 GRAPHIC SCALE 30 0 30 00 IN FEET) 1"=30h — E%IT 14 INTERSTATE NI MARCOTTE CENTRAL SCHOOL LOCATION MAP NOT TO SCALE PROJECT DATA: ZONING DISTRICT: FORM BASED CODE TRANSECT ZONE T4 (LOT CI LOTOATA: PROPOSED LOT C= 40.0123E (1.07 ACRE) BUILDING STANDARDS: REQUIRED: PRIMARY STREET'. 0%MINIMUM FRONTAGE BUILDOUT 76%MIN. N PRIMARY BUILD TO ZONE (0'-1Z) 26%MAX. IN SECONDARY BUILD TO ZONE SECONDARY STREET: 70%MINIMUM FRONTAGE SUILDOUT WITHIN 00CF PRIMARY STREET, 60%ELSEW HERE 76%MIN. N PRIMARY BUILD TO ZONE (O'-1T) 26%MA%. IN SECONDARY BUILD TO ZONE (0'-24') PROPOSED'. PRIMARY STREET I MARKET STREET: FRONTAGE BUILD OUT - 00.4% (IN 70'BUILT I IST.S6'FRONTAGE) BUILD OUT IN PRIMARY BUILD TO ZONE =100% (100.T OF BUILDING IN PRIMARY BUILD TO ZONE) SECONDARYSTREETIGARDENSTREET'. FRONTAGE BUILD OUT • A% (214 01' BUILT 1257.63' FRONTAGE) BUILD OUT IN PRMAARY BUILD TO ZONE =100% (21461' CIE BUILDING IN PRIMARY BUILD TO ZONE) PROPOSED BUILDSJG BASEMEN - PARKING GARAGE FLOORS 11 -RESIDENTIAL UNITS (TOTAL OF 60 UNITS PROPOSED) PARKING STANDARDS ITi1 FORM BASED CODE REQUIREMENTS. MAXIMUM 2 SPACES PER RESIDENTIAL UNIT FOR 00 UNITS. MAXIMUM 120 PARKING SPACES PROPOSED PARKING 61 GARAGE SPACES 3 SURFACE SPACES 73TOTALPARKING3PACES (1.2 SPACES PER UNIT) OPEN SPACE WOUIREMENTS(T 1 RESIDENTIAL. M UNITS OR MORE • REQUIRED W SF PER UNIT • OPEN SPACE MUST BE LOCATED ONSITE. MINIMUM W%ACCESSIBLE TO ALL RESCI • NOPUBLICREALMREQUIREMENTS PROPOSED MINI PARK TO BE LOCATED BETWEEN SURFACE PARKING AND BUILDING (HARD SURFACE. BENCHES. PLANTERS. BIKE RACK. PICNIC TASLE PLAY EOUIPME" STREE ESCAPE STANDARD REQUIREMENTS ITS) BENCHES 2 MINIMUM PER I W FRONTAGE BIKE RACK (5 BIKE MIN.) 1 MIN MUM PER ROD' FRONTAGE STREET TREE SPACING 50' MAXIMUM AVERAGE TO BE PROVIDED WITH MARKET STREET RECONSTRUCTION S GARDEN STREET PROJECTS NOTES: THE PURPOSE OF THIS PLAN IS TO PRESENT THE PROPOSED LAYOUT OF LOT C. AS WE I I AS THE PROPOSED ALIGNMENT AND GENERAL LAYOUT OF GARDEN STREET (NORTH O MARKET STREET). 2. MARKET STREET RECONSTRUCTION DESIGN INFORMATION OBTAINED FROM DRAWINGS DATED 111-2010 PROVIDED BY VHB. l 1 g 1 .\ \ STORM STRUCTURES j. x 0 GBIV \ NEW ST1 NEW IS NFW CB11 THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT vORTECH 1000 UNIT RIM-313aO TA 32t]4.]z, ea FIT 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. R Q W // of \ \. (SEE DESIGNBYVHB) PVC FM IN--a0 RIM=313.Y5 5• '� If I- FUTURE \ V RIM=31T.30 (2)12 PE IN 308.30 e'ID IN 3D945 G W K / 16'PE IN 308.16 -REIN-3083a 'UD OUT 31046 LEGEND () BUILDING 7 15'PE OUi 308.16 4"PE OUT =IOB25(TO STB) "PE IN 309,36 Q U // 24 PE OUT=31000 (TOP NO) 4"pE N 3 _ F_jNEW CB2 4 Otfi 0835 PROJECT BOUNDARY �� \ RIM =a1260 NEW CBS PROPOSED PROPERTY LINE 1 Y S gppo WIDE CONCRETE WALK S Is"PE ..Is RIM = 311 sz NEW cola O 3 8 15" PE OUT = (TO ST1) a" PVC RD I = 3GB.55 STA, 32+]4.]2 9 a LT - - ABUTTING PROPERTY LINE ! Z I 2 < BETWEEN CURB & PAVED PATH / \ �' BAfi /'-`,1 a a \ 5' PE OUT 30B 00 (TO POND) 12 PE OUT = 306.60 RI VD INS 3 {�•✓ { EXISTING TREEI-E, -REE 6 \ I NEW CBI NEW CBS 6 DOUT3031046 W EAST OF HYDRANT TEE, STA, 30M2021a, RE RIM =3126a 24:r EIN 30860 - - _ - - W r INSTALL 8" X 6' REDUCER ( / \\ I RIM = 31230 12' PE IN 3. B0 24"PE OUT 30B 45 EXISTING EASEMENT \ / \ 12" PE IN 309,30 12' PE OUT 3DB.66 - - - OH- - - - --(�- EXISTING OVERHEAD UTILITY. POLE, ANCHOR 27 z 6' GATE VALVE AND e" CL52 DI WATER \ \-RAINGARDEN II / \ 15• PE OUT = 309.25 NEW GBI s 1 MOUNTABLE GRANITE _ / - - - UE- - - - - - - EXISTING UNDERGROUND ELECTRIC 2 L \ NEWCB1a STA. 4.fi4 BOD RT O SERVICE STUB FOR FUTURE BUILDING - CURB FROM 1 TO 2 NEW CB4 RIM= ]11 W m ' - - N HEAVY DUTY FROST PROOF YARD HVRANT RI 3 4. 5 - - - UT - - $ - EXISTING UNDERGROUND TELEPHONE 45' WIDE ACCESS AND UTIL \ \rt' \ 1 srA. ao+ez oz, 10.1 LT 1' vvc RIG w 3DB.05 B' i DIN 3 .Bs THE TRASH07ECYLING BUILDING ROOFTOP RIM = 31220 BY' PE OUT Sae DO e" YD T w310:85 - - - G - - - - - - EXISTING GAS MAIN ccD IB' CL52 I 4 EASEMENT TO LOTS C & D D THE _ \ \ 1z PE ouT 308.40 15" PE IN 3Da e6� W OWNERS ASSOCIATION $, \ RUNOFF SHALL BE COLLECTED IN A GUTTER \ RIM c 12 1s"PE our 3Da - - - - -_-- 8'THICK CONCR TE rt AND PIPED TO THE RAINGARDEN NEW CBS (PUMP STA) RIM=312 ea W ��- EXISTING WATER MAIN, HYDRANT, GATE VALVE Add 1 CB RIM=304.]6 16'PE IN=308.'/1 NEW ..IS _ S' SIDEWALK - - - - S- - - - � - EXISTING SANITARY SEWER, MANHOLE Bt6 I CRISI aJs LOT E is GDIN=300.5 24'PE IN 300.71 STA. 33-24549A0 LT (SEE DETAIL SHEET ]) 24" PE OUT 3. es RIM= 31435 - - - -FM - - - - EXISTNG FORCE MAIN Iii IN = 30986 _- f � Aa \ NEW STS NEW CBI2 IFID OUT 310S5 = _ = EXISTING STORM SEWER MANHOLE, CATCH BASIN V SA y \ VORTECH Tsai UNIT RIM=31268 6' EOUT=Say.76 (SEE DESIGN BY VHB) 9"PVC RE, IN = 308.80 E PROPOSED UNDERGROUND ELECTRIC • q rr��YL \\ RIM S 15 PE OUT 05 CB12 14 CLASS 2 WETLAND 2PE IN30S I0 T PROPOSEDUNDERGROUND TELE PHONE 24"PEOUi300 W00 PROPoSEp WATER LINE, 11TE VAVE3 1 i I SOPS'` 45' 22' PROPOSED PROPERTY UNE _ " \ FOR FULL STORMNATER DESIGN SEE PLAN SET SOUTH BUPAINGTON CITY CENTER. S PROPOSED SANITARY SERVICE 8'SDR35 ♦ - B \ A9 \ \ OATEDJAN 00201T BY VHB. 12"THICKTVPEISTONE AND FOR STORMWATER DETAILS, WETLAND DESIGN AND Y.. Ab `7� 9 \TYPICAL TYPICAL VORTECH UNITS DESIGN SEE SHEETS Dt. DI D4. PROPOSEDSTORMSEWER.CATCHBASIN m T 13MH Gt -per 'J CB11 $ de ` ' BOULDERS AT INLET (SEE SHEET D3) - - - - - -DO- - - - - - PROPOSED UNDERDRAIN, CLEANOUT SEWER STRUCTURES �t4 CB13 6 CONCRETE SIDEWALK y 8"OUT 26B BD BEW SMHGI EXISTING WETLANDS - _ 1 \ (a)a IN- S•M=31443 - N \ IN304.3a EXISTING WETLAND BUFFER WATER STUB ;' \\ \ RIM-3t281] RI OUT 30420 FRYY.YYt. YFd6fffY YY¢F¢ WETIANDIBUFFER DEMARCATION 24•P ' CB7 MARKET STREET N ry ---- 31e EXISTING CONTOUR 24• PE STUB d4 Z O 9 \ \ _ - 312 PROPOSED CONTOUR Op JJ apq� BUILDING ENTRY DATA •• ^�, \ FIR 1-11-TG-1 10 r KEY #STEPS R SER HEIGHT STEP INTO BLDG aA1 NJ 1"CL20O CTS PE FROM BUILDING �" N -- _ UD CO •W © A 35TEPS 5" YES EE STEP) 215 PROPOSED SPOT GRACE (FUTURE MARKET TO YARD HYDRANT(COORD. WITH -__ INV-308.15 D \ B NONF- ACCESSIBLE ENTRANCE ``� STREET RECONSTRUCTION PROJECT) k �D PLUG' SDR35SROOF DRAIN w ' m 24 PE WPTFI \ o \ C j , g r�Y�' B"PVC CBS END 3ECTIDIYE\ A TYPICAL BOULDER \ D NONEPS B" YES (4"STEP) PROPOSED RETAINING WALL 4" YES 11 STEP) y SEATING (SEE NOTE) „ INV=3091 L INV=308.00 d A E i5TEP5 6 YE814 STEPI __- \t !A S PROPOSED LIGHT POLE. FIXTURE \ F 15TEP5 ]" YES STEP) * 4 I I 2 INV=307.85 I ¢ 7 _ _ N. .TYPICAL WETLAND/BUFFER G 25TEP5 6" YES (4'STEP) `a+` ! DEMARCATION(SEE NOTE H zSTEFS S.S YES HE STEP) UTILITY RELOCATION NOTE: 2 _0' _ THIS SHEET) 1 sSTEPs e.s" No _ EXISTING ELECTRIC AND TELECOMMUNICATION CONDUITS AND CABLES LOCATED ALONG 194 \ J B.TIEP. S.TEPS T THE FRONTAGE OF LOT CARE TO BE RELOCATEDTO THE MARKETSTREETRIGHT OFWAV. _ �• K B6TEPI S. YES(4"STEP) THE DEVELOPER SHALL COORDINATE WITH THE CITY AND THE UTILITIESON THE TIMING AND © N 311.15 III IN \ \ \ 8' PERFORATED PVC RISER WITH L fi STEPS T' YES HV STEP) CONSTRUCTION OF THE NEW ELECTRIC AND TELECOMMUNICATION CONDUITS AND CABLES. 3 1311 - A DOME GRATE (SEE SHEET D3) M a" YES (4"STEP) S, L € -1y II \ Qf NOTES: WETLAND / BUFFER DEMARCATION ' 1. THE NUMB EROFSTEPS AND RISER HEIGHT DIES NOT INCLUDE THE STEP INTO BUILDING. WHERE WHERE NOTED ON PLANS, THE WETLAND ANDIOR WETLAND SUF FER LIMITS SHALL BE APPLICABLE. MARKED IN THE AREAS SHOWN BY ONE OR MORE OF THE FOLLOWING METHODS g J _� 1. SPLIT RAIL FENCE J IL WR LyG- Q ( wyE 2. THE NUMBER OF STEPS AND RISER HEIGHT TO BE CONFIRMED WITH THE ACTUAL SIDEWALK 2. BOULDERS AT 250N CENTER I.L.. > ( W -- \ it1IONALONG SEE VHB SHEET W3.00 FOR FENCE AND BOULDER DETAILS 31U o I GRAVEL D'.. \ \ •GO' �P($ LEANOUD3SER WITH BOULDER SEATING MARKET PRIOR TO CONSTRUCTION. �pC,VTI0 INTERVALS. SIGNS EEVHALLBE ET1HD,OR 9IGNDEAN DDON4'' SQUAB ALONG THE IN ADDITION, WETLAND PROTECTION AREA SIGNAGE SHALL BE IN b ! 3 2 yl 'SQUARE PT W OOD POSTS yI TAILS (D -- 'P N BOULp F SHALL CONSIST OF QUARRIED STONE BLOCKS HAVNG SPLIT FAG ES a \\ ` a THAT GENERALL FLAT AND TRUE PLANES, ETCH THE CK SHALL HAVE SEATING MUM TYPICAL CAST IRON __ DIME O R AND SHALL NOT HAVE IN LENGTH. NFOM TRU PLANE OF MORE NOTES: LL DETECTABLE WARNING TOP NOT P DOLE AND SHALL NOT HAVE A VARIATION FROM TRUE PLANE OF MORE 1. THE CONTRACTOR SHALL COORDINATE THE HORIZONTAL LOCATION OF THE WATER, Y� 8"SOLID PVC \ \ (i I"- jI' SURFACE = 316.0 ED THgN 6INCHES OVER THE LENGTH OF THE BLOCK. BLOCKS SHALL HAVE A RED HUE SEWER. FOOTING CHAIN, AND ROOF DRAIN SERVICE CONNECTIONS TO THE BUILDING AND BE OBTA NEO FROM THE FW WHITCOMB QUARRY IN COLpiESTER, VT. WITH THE DEVELOPER AND ARCHITECTURAL PLANS. ($)INVERTED TI'BII� 3 CO - 0"PERF PVG CO \ \ EACH BLOCK SHALL BE SET ON A LEVEL BASE OF S" THICK CRUSHED GRAVEL OVER A 2. THE FOUNDATION DRAIN COLLECTION SYSTEM AND PUMP STATION ARE TO BE DESIGNED %� RACKS. SEE DETAIL n o FIRMLY COMPACTED SUBGRADE, BLOCKS THAT ARE UNEVEN, TIPPING OR IRREGULARLY BY OTHERS, SEE PLANS BY OTHERS FOR FOUNDATION DRAIN DISCHARGE PIPING "^ `J O III 0 \ 0 \ POSITIONED WITHIN THE FIRST YEAR SHALL BE RESET BY THE CONTRACTOR. SPECIFICATIONS AND LOCATION. 1 7 \ I to © I.I I I M * ICI I� QUO \\ N ) BOARDWALK 3. PRIOR TO CONSTRUCTION THE ELEVATIONS OF THE SEWER, FOOTING DRAIN, AND ROOF DRAIN SERVICES FROM THE ARCHITECTURAL PLANS SHALL BE COMPARED TO THE ! -__ - -� G Q \ THE CONTRACTOR SHALL CONSTRUCTABFEET WIDE BOA0.0WALK OVERTIRE GRAVEL ELEVATION OF THE COLLECTION MAINS AND SERVICES SHOWN ON THESE PLANS. TQ I ; O O WETLAND STONE SPILLWAY. THE BOARDWALK SHALL BEA MINIMUM OFS FEETWIDE REPORT ANY DISCREPANCIES TO THE ENGINEER. �� 306 (7 \ WITH A MAXIMUMDROPOF28" FROM THE WALKING SURFACE TO THE ADJACENT FINISH Z GD \ D I GRADE ON EITHER SIDE. NO RAILING IS REQUIRED. THE BOARDWALK SHALL PROVIDE A 4. COORDINATE THE LOCATION OF THE SIDEWALK ENTRANCES TO EACH BUILDING WITH 5'WIDE CONCRETE I 315.46 tny ��I Z CO q \ ,� \ MINIMUM CLEAR OPEKING (FLOWPATH)OF HD FOR THE STONE SPILLWAY. THE THE OWNER. UNLESS STEPS ARE PROPOSED, THE MAXIMUM SLOPE ON ANY SIDEWALK WALK BETWEEN ® ® N < \ \ \ BOARDWALK MAY BE H END O BUT SHALL (W ALLY W ITH APPLICABLE Al2 DIMENSIONAL BHALL BE LESS THAN 5%, THE MAXIMUM SLOPE ON ANY RAMP SHALL BE LESS THAN 1:12. H \ ` '� REQUIREMENTS. EACH END OF THE BOARDWALK SHALL REST UPONAI2"THICK W GRAVELWETLANO CURB SIDEWALK �1 CRUSHED GRAVEL SUOBASE BOARDWALK A44TER ALS IN CONTACT WITH THE GROUND & I I K \ y Q 5. PAST IRON HDETECTABLE WARNING SWALKSTRIPS ANDSHALL ADDITI N ALLOC AT ALL NS NOTED O AND Q Fi I"5 (SEE S BVVHB FOR GRAVEL D - \ SURFACESHALLBE PRESSURE TREATED (ADO E CA), FASTENERS SHALL ALBESTSHALI BE PAVED PATH AMPS, AT CROSSWALKS, AND AT ADDITIONAL LOCATIONS NOTED ON THE D DESIGN DETAILS) \ O \ CEDAROR COMPOSITE BOARDS. ALL HARDWARE (FASTENERS BHALL BE STAIMESS PLANS. AT PAVED PATHS, DETECTABLE WARNING STRIPS SHALL BE INSTALLED IN 315.48� 315--- EW751 I - a A m ,. .O STEEL. coNCRErE. _ m CBS S. WHERE EXTERIOR STEPS ARE SHOWN. THE CONTRACTOR SHALL COORDINATE WITH THE 2-Pr END SECTION DEVELOPER ON THE SELECTION OF AN ADA COMPLIANT HANDRAIL --�_4 TYPICAL RETAINING WALL \B��EpT OE' INV=%6.00 7, UTILITY LAYOUTS SHOWN ON THIS PLAN ARE FOR REVIEW PURPOSES ONLY. REFER TO © 8" PERFORATED PVC \ t DESIGN DRAWINGS BY EACH RESPECTIVE UTILITY FORCONSTRUCTION. WITH RAILING (WALL \g DESIGN BY OTHERS) �i RISER WRH DOME GRATE �] a. THES I E, THE DESIGN T E RE T WING WALLS ITYPICAL HEIGHT OFRETAININGBY OTHEALLSRS ON �R POSED \ b SPILLWAY THE SITE, THE pESIGN OF THE RETAINING WALLS IS TORE PERFORMEDBYOTHERS IN e' WIDE CONCRETE I \ J� ELEV = 311.00 CONSULTATION WITH THE DEVELOPER. WALK BETWEEN 1 o GILDING 6 G O 1'PE WITH END SECTION / CURB & SIDEWALK } ! Q J. - E I 1-308.00 1 6' WIDE BOARDWALK - (WHERELIGHTSARE ,& FFE=316,00 GAS METER E pp (SEE NOTES) S. ALL PIPE SLOPES ARE IN FEETIFEET. /. GRAVEL WETLAND \ PRESENT) 11 III � _J-� GARAGE=305.00 *� OUTLET STRUCTURE © o � ADD BOULDER SEATING AND BOARDWALK AT GW2 ABR SEE SHEET' I FOR ) c^1 N ADD HYDRANT AND SERVICE TO FUTURE BUILDING 7 A0R I1 f lt' TYPICAL BOULDER STREET LIGHTS , ` f ADD YARD HYDRANT ABR N I n \ Q SEATING ( EE NOTE) GB-oa to .JI CONCRETE RAMP ` y 053118 ADDWALKS TO GARDEN ST ONSTRFET PARKING SPACES ABR 1 al (MIN. 4'WIDTH) J Iti=305WC SEWER F - - - EXIST.,HYDRANTTO .- 1"+ MV=3026(CONFIRM I - `., �' �. - - Es -la REV GARDEN ST WATER srzE, ADD R I cgaDEN GARDEN BEDS rvps BF �RELOCATED WTir I ! 6" CL52 DI WAT MAIN INV ELEV) FLED Da-1B.te ADD GARDEN IT LIGHTS. GA SERV, RE STEP HT BENCH, FENCE ABR \\\ RECONSTRUCT I ' � i �' 0... O.. - _ -_ _�Q -# � � - I Date By 0. -_ ! 15• PE -y ! m O O 1 73 These pl- shall only be stied fi,rlhe purpose shown below CB4 C83 I _ . C82 ED SL [ h/C ept Q Act ^_50 Revlew 9' PAVED SIDEWALK .N`Ly 'N wry. .... } 1' ry Covstructlov W \ Final Locel ReYiew Record Draw mg EXIST. a" DI WATER ,-- W - END NEW'FENCEIRAILING Project No. __WNEWB"XB"TAPPfNG 15143-C SLEEVE&VALVE - -� CITY CENTER - LOT C S-eY - EXsnNc c - L Q MARKET STREET & GARDEN STREET ME' O1 $�� CITY OF SOUTH BURLINGTON �BROTHERs i S g $ 4 ' $ ,' 's - S g 'Y ^ STREET RECONOSTRUCT ON MARKET Drawn SEE PLANS BY OTHERS FOR MARKET -- U' MARKET STREET STREET RECONSTRUCTION T GRADING & ChOcked l T -T- T' T DJG UTILITY PLAN Dac e T30STINGCUR _.-- 04-13-19 uJy ' r ❑ COORDINATE GAS SERVICE GRAPHIC SCALE Scale -CONNECTION TO NEW MAINALONG zII o z0 40 B0 Lamoureux & Dickinson 1"=20' MARKET STREET WITH UTILITY Consulting Engineers, Inc. Sheet. -be, 14 Morse Drive, Essex, VT 05452 (IN FEET( 802-878-4450 1" = 20 ft. www.LDengineering.com ONE CENTRAL LEADER -TREES W ITH Co -DOMINANT LEADERS SHALL BE TREE AND SHRUB PLANTING SPECIFICATIONS REJECTED T EACH SHRUB AND PERENNIAL MUST BE PLANTED SUCH THAT THE ROOT FLARE AND MAIN ORDER ROOTS ARE VISIBLE AT THE TOP OF THE ROOT BALL. WHERE THE WIN L 1. ALL PLANT MATERIALS SHALL CONFORM TO THE INTERNATIONAL SOCIETY OF THE CONTRACTOR SHALL NOTIFY"DIGSAFE"AT 4" HIGH X e" WIDE ROUND -TOPPED PLANT SHRUBS AND PERENNIALS SO THAT THE MAIN ORDER ROOTS ARE AT FINISHED ARBORICULTURE PRINCIPALS AND PRACTICES OF PLANTING TREES AND SHRUBS AND ORDERROOTSARE NOT VISIBLE,EXCESS SOIL SHALL BE REMOVEDTp LOCATE THEM. 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. SOIL BERM ABOVE ROOT BALL THE MOST RECENT VERSION OF THE AMERICAN STANDARD FOR NURSERY STOCK - GRADE. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL OR MORE THAN 1" OF Q SURFACE SHALL BE CONSTRUCTED ANSI 28a.1. MULCH. Q AROUND THE ROOT BALL BERM ALL PLANT MATERIALS SHALL BE INSTALLED BETWEEN APRIL 16TH AND JUNE 30TH. NO ENSURE THAT ROOTFRFACE,LARE IS SHALLBEGINATROOT BALL 2. PLA6RING SHALL BE DONE WHEN THERE IS SNOW COVER, FROZEN GROUND OR B. ROPE, STRING AND SURVEYE AM OR TAPE B AND TO PI-LNURG TO NRFV6,T GIMLIEE AP, AT SURFACE. PERIPHERY. ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING, SET TREE SOTHATFLARE 15 $OIL AROMULCHING,LTBALL TAW AUSATISFACTORY WEATHER CONDITIONS, APPROOME VAL ECANOCCUR ERPRIO EEN To SOIL AROUND THE ROOT BALL OJ S' PRIOR TO MULCHING. LIGHTLY TAW GUST f6TH AND SEPTEMBER 30TH WITH gPPROVAL BY THE ENGINEER PRIOR TO JUST VISIBLE ABOVE SURFACE 2', NO MORE WOOD CHIP e. CUT AND ACEMECOMPLETELY NTIIN WIRE MESH BASKET, ROPE AND BUFtAP WRAP COMPACT BRACE THE.DONtN OVER MULCH. NO MORE THAN I"OF SOIL TO OSPACES RUB BALL IN B' PLANTING. I ES.A WRITTEN REQUEST SHALL BE SUBMITTED APPROVED THE AFTERPLACEMENT IN PLANING PIT. PLANTING SCHEDULE COMPACT. WHEN THE PLANTING MULCH ON TOP OF ROOT MILE LIFTS TO BRACE SHRUB. DO NOT OVER, PLANING TIMES. A W KITTEN REQUEST SHALL BE SUBMITTED AND APPROVED BY THE ROOT BALL MODIFIED AS REQUIRED TO HOLE HAS BEEN BACKFILLED, POOR COMPACT.WHENTHEPLANTING ENGINEER PRIORTO PLANTING. ANY VARIANCE IN THE PLANTING SEASON WILL NOT WATER TREES AND THOROUGHLY ONCE PLANTED TO PULL SOIL AGAINST CORRE ROIRDLINL. FR.CITSEMOVE ALL BUFLOO WATE0. AROUND THE ROOT BALL TO HOLE HAS BEEN BACKFIU.ED, POUR AFFECT TIE GUARANTEE PERIOD. 11.AIR MAYc FINISH GRADE ROOT BALL OENSURE SETTLE COMPLETE COMPACTION. ADDITIONAL SOILSETTLED BE NEEOEO, WATER DEEP INROOT BALL. REMOVEALLBURLAP, SETRE THE SOIL //� WATER AROUND THE ROOT BALL TO AGAIN A ENSURECOMPLETECOMPACTION.RESETSETREDPEANPS A PROPER WIRE. ROPEDROHERMATERtAUSTHATSTRICTOOTGROWTH SLOPE SIDESOF NED SGIENED $OILDIG AND /` / SETTLE THE BOIL. 3. ALLPIEANTSSHAU_HAELIVER.PLANTS THAT AHAVE LAMA LED ORCIONBYTHEDERS, BA AT THE TIME GRADE AND POSITION. RESTORE ADJACENTMATERIAL AND REMOVEDEAD MATERIAL. COULD RESTRICT ROOT GROWTH � OF DELIVERY. PLANTS THAT HAVE DAMAGED OR CROOKED LEADERS. BARK LOS CIL TO REDUCE ANDTURN LOOSENED SOIL IL REMCE ABRASIONS, SUN SCALD, INSECT DAMAGE, DISFIGURING KNOTS, OR CUTS OF LIMBS THE SOIL TO REOCE COMPACTION TURN THE SOIL TO REOCE 12. ONCE ALL TREES AND SHRUBS HAVE BEEN INSTALLED, PLACE A LAYER OF SHREDDED CONSTRUCT SEEM AROUND ENTIRE TO THE AREA AND DEPTH SHOWN COMPACTION TOTHE SHOW NATIVE BOIL GREATER THAN REANDI OR REJECTED, PLANTS WITHBE SOIL ON TOP OF HARDWOOD MULCH AS SHOWN IN THE DETAIL. NO DYED MULCH WILL BE ACCEPTED. ROOT BALL AND DEPTH SHOWN THE ROOT FLARE AND/OR MINIMAL ROOT BALL WILLBE REJECTED SLOPE SIDES OF LOOSENED SOIL 13, THE MINIMUM WATERING INTERVAL DURING THE WARRANTY PERIOD SHALL BE 1WICE 6" LAYER OF GROUND BARK OR WOOD BOTTOM OF ROOT BALL 4. ALL PLANTS THAT ARE TEMPORARILY STORED IN DESIGNATED AREAS ON SITE UNTIL j READY FOR INSTALLATION SHALL BE PROTECTED FROM THE SUN AND DRYING WINDS. WEEKLY. TREES SHALL RECEIVE AMINIMUM OF 10 GALLONS AND SHRUBS SHALL CHIP MULCH. NO MORE THAN 1"OF RESTS ON NATIVE OR 3 x WIDEST DIMENSION ALL PLANT POOR BLS SHALL BE KEPT SHADED AND PROTECTED WITH SOIL, RECEIVE A MINIMUM OF 6 GALLONS, MULCH ON TOP OF ROOT BALL. / _IMPACTED SOIL OF ROOT BALL / SHREDDED HARDWOOD MULCH OR OTHER ACCEPTABLE MATERIAL, AND REGULARLY 14 BECOME WORK AMSHALLWE OCCUR AS SOON AS POSSIBLE AFTER DEFICIENCIES � ii� WATERED. BECOME APPARENT AM WEATHER PERMITS, SHRUB LANTING DETAIL 6, 1 IOR TO INSTALLATION OF LANDSCAPE PLANTINGS, CONTRACTOR SHALL S DETERMINE WHERE EXISTING UNDERGROUND UTILITIES ARE LOCATED TO AVOID 15. AFTEREESAND SHRUBSSHALLIBE GESPONSIBLTEED FORA MAINTENPERIOD OF ANCE OF AFTER PLANTING. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL �f OTBALLBIDESHALL INTERFERENCE. � PLANTINGS AND SHALL INCLOEPRUNING, WEEDING. AND WATERIND NECESSARY TO i --ROI j MEET ANSI Z 8. DO NOT PRUNE SHRUBS EXCEPT FOR DEAD•OR CRUSHED ROOTS AND DEADMAINTAINPLANTSINGOODHEALTHANDFREEOFINSECTSAMDISEASEUNTILFINAL OR . X � CURRENT EDITIITI ON FOR � \ INJURED BRANCHES, ACCEPTANCE EXISTING SOIL-- TRUNK CALIPER SIZE BOT D.OFROOTBALL SOIL SPECIFICATIONS FOR PLANTING AREAS BPMWv0,FUEB-8ft 3X THE WIDEST DIMENSION OF ROOT BALL RESTS ON NATIVE OR N PLANING SCHEDME RECOMPACTED SOIL ESEE MN GARDEN PLANING PLAN. \ 1. PLANTING AREA IS DEFINED AS SOIL WITHIN 2 FT OF SMALL SHRUBS, 4FT OF MEDIUM TREE PLANTING DETAIL m BELOW RIGHT \ TLARGESHRUBS, AND 10 FT OF TREES, OR TO EDGE OF PAVEMENT, CURB, OR PERENNAL FOUNDATION ✓- DYP.) 2. TOPSOIL SHALL BE OBTAINED FROM NATURALLY WELL DRAINED SITES WHERE TOPSOIL SHREDDED OCCURS AT LEAST 4 INCHES DEEP, TOPSOIL SHALL NOT BE OBTAINED FROM SHREDDED WETLANDS. .1 MUCH 3. SOILFURNISHED BY THE CONTRACTOR SHALL BE REASONABLY FREE FROM ROOTS, HAROCLAY, COARSE GRAVEL, STONES LARGER THAN TWO INCHES INANY DIMENSION, � L v y - FINISH GRADE a S SNOW STORAGE - I AF NOXIOUS WEEDS, TALL GRASS, BRUSH. 9TIgc5, STUBBLE AND ANY MATERIALS THAT '�7 1 MEEfN BOIL WOULD BE DETRIMENTAL TO THE PROPER DEVELOPMENT OF VEGETATIVE GROWTH. 3 1fII e'TOPSOIL SPECIFICATICNS TOPSOIL AND SUBSOIL SHALL HAVE A TEXTURE OF SANDY LOAM OR FINE SANDY j ' G i2� LOAM PER THE USDA TEXTURAL TRIANGLE AND CONFORM TO THE FOLLOWING • ^ v S v' SPECIFICATIONS: I PERENNIAL PLANTING DETAIL SIEVE No %PAssING SNOW STORAGE tan > 1AFo 2 10 9D-10D:-I In4o eD . , RAIN GARDEN PLANTING SPECIFICATIONS 2- / 10 FGi �>• IGIR 1W 1 18"TO OE'OF 1. PERENNIALS SHALL BE OF THE SPECIES SHOWN IN THE PLANTING q I}C _ f9 POy- A_C 3M ZAC 2� COMPLYINC SCHEDULE. ANY CHANGES TO THE SCHEOLE SHALL BE SUBJECT \� CLAY LESS THAN IO% SOIL MATERIAL PERENNIALS: 12"MIN. TO APPROVAL BY THE ENGINEER. CLAY L S S THAN SHRUBS: la' MIN. 2, DO NOT APPLY FERTILIZER UNLESS THE NEED HASBEEN .f n^ TREES'. SO"MIN. ESTABLISHED THE PLANTING SCHEDULE CONTAINS SPECIES 1HV IIHV 6OLa v_ l� ORGANIC MATTER TOPSOIL:6-10%. SUBSOIL: LESS THAN 6% WITH LOW FERTILIZER REQUIREMENTS. EXCESS FIRTLZER CAN CAUSE WEAK GROWTH AND REDUCED LONGEVITY. 1�. I,I 1S Ni 1 M1F] I Be oO 5. TO ASSURE THE GROWTH OF PLANTS THE SOIL MUST NOT BE COMPACTED. ANY AREAS1, OF NADVERTENTITY COMPACTED SOIL WILL NEED TO BE DECOMPACTED USING A SUSSO LER. CH SEL PLOW, OR BY EXCAVATION AND REPLACEMENT WITH OMPACTED SOIL DO NOT DRIVE EQUIP ENT ON THE SOIL AFTER T HAS BEEN 1 ^� 3. AVOID PLANTING WHEN THE SOIL IS WET. DIGGING DR WALKING ON THE SOIL WHEN SATIWiATED WILL COMPACT THE SOIL AND REDUCE THE RAIN GARDEN'S ABILITY TO ABSORB WATER ITS f CB PL CED OR DECOMPACTED, FINE GRADING AND PLANTING OF SPECIFIED LANDSCAPING PRIMARY PURPOSE. •. BEFORE TRANSPLANTING, KEEP PERENNIALS MOIST AND IN AN POe 1P0 B1 F.H, 11N AG - ri 1 _ r£A v1 222 o DI 111V PB 1 1CA 1� - �� I1 I 1-. 2CS � o-.. MAY BE DONE USING LOW GROUND PRESSURE EQUIPMENT, IF THIS CAN BE ACHIEVED WITHOUT COMPACTION. SOIL ALLINTENDEDFOR USE SHALL BES OKPILEDONSITEAND MEASURES TAKEN TO ENSURE THE MATERIAL IS CONSISTENT IN QUALITY. AFTER SOIL TESTING IS OFTWOTED,NOSFUL ADDITIONALMATERIALMAYBE AWED FALLBETHE OVIDEDSTOCKPILE .A MINIMUM OF TWO SUCCESSFUL, REPRESENTATIVE TESTS 3HI1LL BE PROVIDED BY THE CONT0.ACTOR FROM THE STOCKPILED SOIL ADDITIONAL TESTING WILL BE REQUIRED FOR ANY NEW OR ADDITIONAL STOCKPILES e. DO NOT PLACE SOIL MATERIALS IN WET OR MUDDY CONDITIONS. PROTECT THE MATERIALS AS NECESSARY USING TARPS OR MATTING. PROVIDE EROSION CONTROL TO PREVENT TRANSPORT OF SEDIMENT OR DUSTAWAY FROM THE STORAGE AREA. NON -COMPLYING SOIL """"""•"•""" SOLI, PROI'ILE REQUIREMENTS AREA NOT SUBJECT TO STRONG WIND OR TEMPERATURE EXTREMES. RE PLATION OF TO REAAM BEFDISTRIBUTION 6. EDISTRIBUTE PLUGS OVER EACHSPACING ENSURE APPROPRIATE SPACING AM DISTRIBUTION OF SPECIES. SSE ARE EXPOSED AFTER REIZETHEROMPLLENGTH GF TIME THAT ROOTS OSEDOR ACEMOVAL FROM PLUG PLUG U MAKE 6. MAKEAHOLE FOR EACH FLUID, INSERT THE PLUG UNTIL THE ROOTS ARE JUST BELOW THE SURFACE OF THE UPPERMOST FIRM POCKETSN FIRM THE SOIL AROUND THE ROOTS To— AIR yy!�� ]. CHIP OVER THEENNTEPLANTYA AREA. CAP a+7 CHIP MULCH OVER THE ENTIRE PLANTING AREA. TAKING CARE THAT PLANT CROWNS ARE NOT COVERED B Nr 1 NnI T W. rIJ 311- 3141Be 1 CA 2CB al I I s 9AA I IIIISWI-11-IFIILSII IFIEIM THIRALLHAVEABULKDENSITYNOT EXCEEDING 1 5 glcmr. SOILS SHALL EXHIBIT THE FOLLOWING CONE PENETROMETER READINGS'. - SURFACE RESSTANCE-LESS THAN IID PSI(T,7 kg of) -SUBSURFACE RESISTANCE-1E55 THAN 2B0 PSI (103 kglcm') 8, IMIMEDIATELY AFTER PLANTING, ENSURE THAT SOL IS MOISTENED TTHE FULL DEPTH OF THE ROOTS O USING STAKES AND ROPE. ERECTA BARRICADE AIKIUND THE g PLANTING AREA TO PREVENT FOOT TRAFFIC. t0. UNTIL PLANTS ARE ESTABLISHED ENSURE THAT THEY RECEIVE AT LEAST I. OF WATER EACH WEEK, EITHER FROMRAINFALL OR BY IRRIGATION. (III 1 VD 310 a COMPOST ANY COMPOST THAT IL USED SHALL MEET THE REOU I DESIGN S OF THE Is, TI COUNCIL "LANDSCAPE ARCH TECTURE I DES GN SPECIFICATIONS FOR T HKa LI 3� d IP9 I I IT COMPOST USE'. SECTION COMPOST E CDMPGDSCAPE BACKFIL FMIXOR COMPONENT, THE TO THE SSHA POSTS POLING OCUME TAT( DELIVERED ro THE SNE THE suPv�ea must vaovloE THE Fo�Lowlrvc DOCUMENTATION RAIN GARDEN PLANTING SCHEDULE rp sea A. A STATEMENT THAT THE COMPOST MEETS FEDERAL AND STATE HEALTH AND 1 AC_"- 1 AB SAFETY REQUIREMENTS ----- B. THE SAMPLING AND TESTING METHODOLOGIES SHALL CONFORM WITH THE U.S. I..I COMPOSTING COUNCILS 'TEST METHOD FOR THE EXAMINATION OF COMPOSTING 14 V. 1pQ {I AND COMPOST". 1 IVnr2 3081 9. SOIL QUALITY AND DEPTH SHALL BE ESTABLISHED TOWARD THE END OF SAM CONSTRUCTION AND,ONCEESTABLISHED,SHALLBEP0.0TECTEDFROMCOMPACTION, `f 1 HV _ EROSION, AND OTHER DETRIMENTAL INFLUENCES THROUGH THE END OF CONSTRUCTION, AM 12 We I I.I I I 10R � '�\ 10. SUBMITTALS REQUIRED. A. SDIL ANALYSIS, INCLUDING leA 3CS USEAANDCPLARTCLE SIZE ANALYSIS FOR PERCENTAGES OF GRAVEL SAND SILT 10AP GR 306 US DA TEXTURE 23 AMe l�J 1Nm I NUTRIENT LEVELS IN PARTS PER MILLI ON FOR PHOSPHORUS POTASSIUM • CALCIUM. MAGNESIUM . MANGANESE. IRON, COPPER. ANOZINC ® ® 4AM r� BN IAF PERCENTAGE ORGANIC MATTER B FGi ITO. T� 1AG 1HV PH III LAB 3CB ELECTRICAL CONDUCTIVITY (TOTAL DISSOLVED SOLIDS) L.4 B. COMPOST ANALYSIS, PER ITS M ae. ABOVE N 1NA 9Fa 1HV C. BEFORE DELIVERYOF SOIL MATERIALS TO THE SITE, REPRESENTATIVE SAMPLES Hey I B-ow./A.., Cosion Nam Size Hrmarks Tmes AB Ace.p..n.,vl ShiPM MN+, 1 1 2m to 2'CM9 AF e xJr r< Slcnna (:/cn' hnvmnv MnPle 2 Iv212"Cel. B&R AO AmvancF nnu'ipo.o .. iu:M1cny 1 12" to 2" Cal. B&B AR Asr.aF.am 'Aaearm+Fb RdlMaple 2"tv21/2'Cel. HIS - HER ­1nt B , Rrvm Bimh 2 2 'el. B&B C C s ale / 1' I.,-D,,,.d 1 12 Cnl. BBB COI vcmd 1. Ymlrie Pride' Cvmmnn HNAW,_ '2 Cal. BBB GD Gmnaalad d KrnNcky CoR 212 1 ME GT 2 12 vl. B&B TED Glednsra r F SX d na Hvnglaeu l 2 1 Y Cal. BBB PO I'll-, viceidenmlw Amvnean Sywmaw 2 12 tv 2 Cd. .- PS Y- nmLva F.-WhiltPlm 6m8 HdgN BBB QR Q .,vL,n NoMw. Red Onk 11:2 la FFl. BBB CA 11- ' .' Morten Accclvde F,im 2IG - N. BBB IRK [1 MI _ Tnnmph Elm i ( I. BBB 1. Tmvs plenlM edJ and lc i dewelk end muds shall Mve e 6 Rmlminimum brnmlu 4. Ini , a.v mmselei fnnv the Heeled nud'v¢, 2 R n wMm mnl lenders. 3 Imes sNhNeIIll be xi sk, d. MedrNm in Lmge Sh A AC Am.lvncF d Cevvda Service Ism W 24 Figh AA A t J1 H 1/ RvJ Chvkd+eny 16 IC H ht C AM .1 A NI ck (hvkebary 181r U, 24m III AP 1r..1c7 ,/'ov R.Acr.' Ro,1b iIi Held IN' 1n24 T­I1 _CU.1i. CB Cvnluvam American H-Ion Ifl b24"Height C-Rim CL 1 A I J I" R 1, Sun,mcmwml Ifl .24" H 01 Canbmm C n. d 1 KW Owm'DNg ,d S,a e4 H NX1 CvnN HV Bvrnamelr..vXln'vna wilvhhaed IN, 1.24"-,n N II !c 11 H d W Inlerheny (RevAvl 18 h+24" Hmgh1 Cvmsrmr Nm lle. •v v[c 11 .b rFe,n G.m]eman' palllnarm / R' R dJ winlerlreiry lmelel I. w24 His& CmVanm N 2 1A,'c yl 1' DanA (1n 11' RdS '-1 c.h rvfm+Icl HG.29 H.'s. Cvnblmr LB Llnd.m Leulr No than 1,­I% 1124 Height C.oinNi= MP Mmcllvp ( ,u Bvvbary Ifin N. 24grHeigh 1'M Yvnua mm.ri,no ach Plum Ts"1024 Hn. PO YFJvvcarp. p[i'lla[ G']or ,nNirmlwh l8"Iv 24Hmehl 219 H.S. T11 / . I I'.- S yd N - a1 6" Iv 48 Huth "I I i h.,v.,n J I v d 18" 1. 249 Hci�M I N rbuild'vF l e medmm ,n large ahrvhv in lhl xpn :I ,wem wwdmvs S IISh h' AM A 1 7 L 1 BI k 'hvk.I,ury 12,,Sr h- L h 1/ 1 S vwr.1 I I Her CI I n to 'mr DL / (11 1 rhush llmmyur C.-i- 1. F A !1 fFmhengrW 12 IX ha hI Cvnmrmr ILK 11y - AI I L1 r Kilo, s S,. Ichmwvl 12 1 hd& Conch. I 11 Inkberry w5 ht C N 11 I R J' Winlerbmry I-,m-el 12' 1,, 19 C N J , C d Eesmm Red Cale 2 1tl ho hl KL K I I l I' Pt/' M la b 12 IN9 h6sh1 ConUsnm IF-,, ! 'll / M T R Shmbby C'nqud J 12" 1a I8 E6,,hi Inrna I A II I A 1 JF( m N' Fark 12 N18 height 12 IR Iwph i l h T 8 Fei h 12 I,, I he h mr -ffl, Nm1,- 1,,IN'I,.iLI, 07-,.-18 ADD BOULDER SLATING AI GW2 ABR I W 1 LIIc ,'i 3� SMALL BE SUBMITTEDTO THE ENGINEER IN MINIMUM VOLUMES OF 1 GALLON FOR -- - - _ - 06-1818 ADD PARKING LOT SHADE TREES (2), SNOW STORAGE ABR EACH MATERIAL USED. FOR VISUAL INSPECTION ONLY -CONTRACTOR IS SOLELY y;G f S:fF. C:'1r 4 i! `tr::f. CI 4. +,.• i, ..1 - US ai 3 - _ M t[I tlkAS, It,I f S, IYIO i`F '1eA lrr lh I III .F�ES,F \ ►1 ., I' W AF ��11r ,L tP _ u 1 [ - \ ■[{ ,L1 .��^ ,fir A 4. aA lFQ 44 1"-yWIN I'-� / Fh•M, J r ��..F� y i©'i A�©4It1` rt M"e 's.��'ll■€ 4' #f k�4`i fj11 = ast�l! FFF _ 1I� ,.�.:,=sl�i RAIN GARDEN PLANTING PLAN SCALE 1'=In 064 18 OS-31.18 ADD RAINGARDE N PLANTING INSE T REV GARDEN ST TREES PER ARBORST REVIEW BIT ABR G0. Fia ADD SHADE THE E S NORTH S !DE BLDG B ADD TO GW2 BJT Dale R I By These plans shall only be used for the p rp se shown below Q SAetch/C-upt 0 Act 250 Review Q Preliminary Q Conswction Final Local ReY1ew Il Recard Thawing Pmlcct ND CITY CENTER - LOT C 1 survey MARKET STREET & GARDEN STREET ME ign DCS ABR/O/OTHER: CITY OF SOUTH BURLINGTON LANDSCAPING Drawn ChRked PLAN DJG Date a4 1B 1e Lamoureux & Dickinson Consulting Engineers, Inc. Sca1c -zo nllmh 14 Morse Drive, Essex, VT 05452 802-878-4450 www.LDeng i n e enng.com NE11' POLE MO1 _. UGra FD(IURES, SEE — a-IET ---I///ECONSTAUCTION PIAtJS [IMLIGHTING IYPI I I LOT B I l I I .p GARDEU �TREET, � c '9 ... ASS •J'O •'S 'L •?a •fin`' .. `Q. ,p .! UR20 `► LTRA Oum"LED. kI uagw seer pet Rocnd Aluminum Tapered Pule 'CNN U N M 1- 1 i. RI ]r.i ape. pAl .I..,_ APPROVALS. FEATURES CERTIFICATIONS ^'4, ptle"w 1 r, r 1 • Regret lam I •HehF R e9pN<, upro 11,,000 •UHUNary Nnsw NIA ddvn d 1pnxns . 9w$yncr• wrNes spEaRcATIONS v,v tu.4 trout ran rNa + 1 l ' I Wa sL:x. 35 b [ O rM wA to slu . r w. ORDERING CODE - - - UR20 24L-25 3KT 263 r LTJ PTXX 1 UAD rr,o Kc..BSaDmlms xafe 1p Irma x. NOLta•nwan INN I»IIA WBAzwio'OeJAi"prwxPr Way'enY #]3WF,mP ]IF•F tepvwauOW M1 NH ULW AM 3 mroR NrpM W eS .w xI_O.x uIINY PID 3'hn >aIL'N Iwz WIS .Na ]rSeNa 4Wr, DW1»]7m III I'rM ra]]F WNaw SRn UAa au aRPLAeI aRvo_ rraY tloY III I'rar rTnum rep.. rl,teex Snw va x. euueRPW SIAFWY eM xn Rthna:malwa' So wmt. mca Spl'1q,Y;wprxem. HOTE3. At. A301. SA IiPV AawyW 'VC.TAOE 708E I;(rNFIIUtEU BY ]n-N J.00ez SYI iIwVNla Rasa ELECTRkIrL ENXSINE62 �S geaA '51NCdE FUSE OR DOUBLE FUSE TO aE N n5 Aeaz. WNFIRMED RY ELECTPoCAL EHGINEEH In 1Se Saxe BL � aN 7PR•SC II "SFIDFBCLR ' DI e.. ]IF-n • uM nve' s c ,,,.. ,w]rR DF "+art3 :e INt 'p 9 wile-iReSyu V IWIUSB If " 4 1M It VRfa Nroti P 9 N y NSP of I-' 0 0 O rwE IF ,NNa¢ will PNpY PS Aran aP 0' a aq p t GF :.an; "'I", 1 ft rJO. reS1AF]+r J 9 Svm 4s 3 IIX n. s, G R Rw PJx YCE Imx:: rnr A— ' * b xwr10D w,R*j" px h a%YxaSx Il t.p.:pya? %S SOrar k rAv r;naauap MYaoPt+r „ry.M �'.SrenbH,uea. ( PRI ¢xa na.ramrxa.aw, RR4NF' a.�ua<sr.sawwarm: nsm:e Nn �°i' sas a; sewmr y,.rPp, gYJFf 3" 'r+•� M t4 I x ppr y a: zaRfpi mm A grxer +fxMxaO a@mr. OIM+a z„R e:te1w' wr .wz xwd Jn r+q >wrlAenxm eLorr.. ter er s. l"r, seer m+. ♦�grfro :elye Q.crkeO.v'r.Nv.rari® NeleY sae9.rmvem"•t. rsr.aaM-Yee pN WIIRJGI Ilotrwnnd Suet l Cq. bbrcry I CA 91 Ta6 't• y I t P 6i6 %85f65 Ff%3.A.I weer .,_am Rw. Aug.13,.1. NF/a10r0 Type: Approvals: Job: NOTEa: Catalog number: 1 TOTOP BANNER SUIPOR RECEITInIfO()KINSAAUEEDWIs TOTOP BANNER R ARM SoFpoams. ARoams.6O(2)KBBA-1&SL LT RA1fi-8158 FM I 1BL (IT DUAL BANIJERARMSWPORTe, BIACN) .I 2 CUT POLES TO I4HEIGHT Date: Pape: 1 DI a Specifications Pest Top Pala Coattrudlon ' Ienrl 1 nRng MouaTJkh x IA nl, a xanJc� rAmµLtx, rtnAkV rule �•- -1 N to a= M i T4. a d# ryy ,Intl h Z y ...,.,.. AS haA�lnnDd k INwk*11µr TinNary usnxl Conduit -- I ishEd. P]ks alxwo ]9 IrckNle' a hush TBAd paR OPenl; d Wu At, Mi nndy ! + abre hnr svFh I d u tF,�x Mtwnlirly LT(xT s} n. BoR cwaN: (:asp dwninuln a h bR Prosstwod N Y.1 Terr.Plala So. dart X Paw Cap: A Ilutf-ckc! f t A num pole pop e on page 2. F s sn HerWhd., 14- 4 d h.,neholo B a arkrn.i »d griutdnR pprcrr - pnvdDd ] wq B_Sva— '�kNDTE: lnse.Crno mumsllLNh. 48'mxl SO WNss Andw Bona N g lnnd ixfww b,Ils Plan vMw C 7 '4;Y aro7-pixn,. •xLp µ%tilt al.l¢�I nuts ',}�xllat F— 4 YRNbrt lF A 20 i alx I d: talgRudn]xl G O � Lmt h all. taMnud mesrwl 1111un ,lralxn mforwoo Ilno -BWI cirdW ;..HarxltxNa peer. 0.10 parelal Diarnotor % SErarpth: RAes wall w thsb red w ird klads as II Wd to curb or walkway du t isre peg I 2] wAx • mA:nkd `.-Boll W l xl re inUA n4 1'r ! Covala F d*h. So- TQC tl 4 pAww µ Lp' am On ryy lttls an nl xl n n Nm Rn Lovoling NU - Anchor Bat Ig' «ntirq(.'ir 1 1 1k NL rlc llvk 0r n I �frc and Wastle / Cover. Typ 4 (Nay, CrnydTte F Lt m klwr, lAn nnn mxl Wh�e, (^'1, Bdl 'j �}l Pro] Anchp —CAUIX]!RI as laz rrp'IL»wghxtlun n. rc%twill 1 BRaa DNNRiI N 1xA artsrygh MyW aa.x9:.l lu µNs thrr lnrxkv ,It ."P n [Rk �_(I' f. �OraR muN be packed stnaygh s1 nn _,Jr r, I Ne la D rw under F>oS baut to insLre A �y L ly : 11ex1 F'ri glpe full Codeel wiN feeling 1 pan e- L N'sl I'll A pnNt I and ProJDM 100wr ing OI `` N rxa6•g a< M I T total rku.Llg'. Concrete Iasrelprmo t Msnt«umd. sd alxllrr IArxm a'c tly)q. IN' tn: feel rg fo to I l xs (In S] auld end a, poke untipt, arld arssn designed by -- Provide a channel through l Frnxrul erurv. abets. Zgrout la -drainage CartlRentlen: c'atiixzl lR.l i•MR klannttnesr-an IhD pole I:'nenor MicL 410d ANSI NFPA 70. Nalientl Ek trial Crxk: Crrq/xs N•ds IITt: CSA ,Warp :Jule N a l ei. or CSi Lnhd Is rLxryinxi, a r yJratmust lx nude at 1 •datdx. O %r6 Mat LltlRelc.l., i ....I ,WXt.:Aaro •+'S CC5:e1.a...; LIGHTING SPECIFICATIONS LEaEFE, LUMINME DESCSPTM LATYM DIBTRNIUhON_ TNL NNLUMENS RIL #LI 1IW031U151DZ (BEE ABOVE) ED. UM TYPE II CUTOFF 2B3 LUMENS #U 11030441,4531O2(SEE ABOVE) 24LW, NNOB( TYPE IN CUTOFF it=LIBQS GRAPHIC SCALE 20 0 20 40 BO POLE CBBOPoPTION KXIE Dl:sowmRN THE CONTRACTOR SHALL NOTIFY TJIGSAFc"AT LTRAISFM4]ROFST2 IrllBI(SEE ABOVE) 1r POLE MOUNTED(UNESS ODERwME NOTED) 1HECOG CONTRSAFE ACTOR SHALL L ANY EXCAVATION. LTMI6FM-0INOFVj2X(BBA-169L(3EE ABOVE) U'POIE MCMTEO NNlSa ODERw1BE N)1®) DN rEETI I°=zoft. n • 30.. �.. W11-2 X 24" W1 W 18-7P PEDESTRIAN CROSSING N15 \ '0" X BO" � W11-i6 X 2< Wl w1 eaP PEDESTRIAN/BIKE CROSSING NTS GENERAL NOTES. ALL PAVEMENT MARKINGS ON PUBLIC STREETS, AND ALL CROSSWALKS (PUBLIC OR PRIVATE STREETS) SHALL BE DURABLE MARKINGS (AS APPROVED BY THE CITY) 2. TEMPORARY PAVEMENT MARKINGS ON BASE PAVEMENT MAY BE PAINT, 3. ALL SIGNS SHALL BE INSTALLED ON 2-SQUARE STEEL POSTS WITH ANCHORS. <. ALLSIGNSSHNLL BE INSTALLED WRH MNIMUM I FEET CLEARANCE BETWEENTHE BOTTOM OF TIE SIGN AND FINISH GRADE. ALL SHARED USE PATH SIGNS SHALL BE INSTALLED W ITH MINIMUM 2 FEET HORIZONTAL CLEARANCE FROM THE EDGE OF PATH TO THE CLOSEST PART OF THE NEW SIGN. STOP SIGN RI-1 STOP SIGN - STREET STOP SIGN RI-1 STOP SIGN - PATH NTH SIGN LEGEND OA PEDESTRIANIBIKECROSSING ® PEDESTRWN CRDSSING OSI.P.I. -STREET OSTOP SIGN -PATH PAVEMENT MARKING LEGEND JO a" DURABLE -11- LINE © 4- DURABLE DOLRIE YELLOW LME O20" WIDE DURABLE STOP BAR ® DURABLE CROSS WALK I --WIDE. BLOCK STYLE) GRAPHIC SCALE 2B 1 2080 THE CONTRACTOR SHALL NOTIFY "DIGSAFEAT 1-858-DIG-SAFE PRIOR TO ANY EXCAVATION. NN FEET) r=20n �j► RICK NIARCOTTE CENTRAL SCHOOL NOTES: 1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH INCLUDING THE USE OF THE FOLLOWING PLATS: A.'CORPORATE CIRCLE, SOUTH BURLINGTON, VERMONT, SOUTH BURLINGTON REALTY CORP., PROPERTY PLAT." BY WEBSTERMARTIN, INC., DATED SEPT. 1981, LAST REVISED 5-27-92, AS RECORDED IN SLIDE 248 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. B. "SOUTH BURLNGTON SCHOOL DISTRICT, SOUTH BURLINGTON CENTRAL SCHOOL, 10 MARKET STREET, SOUTH BURLINGTON, VERMONT.' BY CIVIL ENGINEERING ASSOCIATES, INC., DATED MAY 19, 2004, LAST REVISED 12-17-04 AS RECORDED IN SLIDE 447 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. C. "PLAT OF SURVEY, EDMUND A. & STELLA G. CHASTENAY PROPERTY, HINESBURG R., SO. BURL, VT 3.72 AC." BY WARREN A. ROBENSTIEN, L.S., DATED JAN, 1982, AS RECORDED IN MAP BOOK 200, PG. 160 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. D. "BOUNDARY ADJUSTMENT PLAT FOR BLACK BAY VENTURES Vill, LLC AND SOUTH BURLINGTON CITY CENTER, INC., 135 AND 137 HINESBURG ROAD, SOUTH BURLINGTON, VERMONT." BY CIVIL ENGINEERING ASSOCIATES, INC. DATED FEB.3, 2014, LAST REVISED 4-1.15, AS RECORDED IN SLIDE 585 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. E. "SUBDIVISION PLAT, LANDS OF SOUTH BURLINGTON CITY CENTER, LLC, MARKET STREET SOUTH BURLINGTON, VT" BY LAMOUREUX & DICKINSON CONSULTING ENGINEERS, INC. DATED 10-14-16, LAST REVISED 02-1D-17, AS RECORDED IN SLIDE 611 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 2. BEARINGS SHOWN ON THIS SURVEY ARE BASED ON GPS OBSERVATIONS RECORDED IN OCTOBER, 2016. LEGEND 9IPF --- �IP$ ■CMF CMS N/F AG BG PROJECT BOUNDARY PROPOSED LOT LINE ABUTTING PROPERTY LINE SIDELINE OF EXISTING EASEMENT SIDELINE OF PROPOSED EASEMENT IRON PIPE FOUND IRON PIPE SET CONCRETE MONUMENT FOUND CONCRETE MONUMENT TO BE SET CALCULATED POINT NO MARKER SET NOW OR FORMERLY ABOVE GRADE BELOW GRADE REMAINS OF WOVEN WIRE FENCE REMAINS OF BARBED WIRE FENCE AM ONIO B. POMERLEAU, LLC 3. THIS PROPERTY MAY BE SUBJECT TO OTHER EASEMENTS AND/OR RIGHTS -OF -WAY. WF 4. A CLOSED TRAVERSE SURVEY WAS PERFORMED IN OCTOBER, 2016, AND ADDED TO IN JANUARY, 2018. THE METHODS AND THE VOL. 667, PG. 331 RESULTING ERROR OF CLOSURE MEET OR EXCEED THE MINIMUM PRECISION REQUIREMENTS FOR URBAN SURVEYS. CMF / 05 5. MONUMENTATION FOUND IS AS NOTED ON PLAN. IRON PIPES SET ARE 1" DIAMETER WITH A PLASTIC CAP. 0.2' AG 1. W CHASTENAY ESTATES, INC / 6. THE RIGHT-OF-WAY WIDTH FOR MARKET STREET OF 80 FEET IS BASED ON A DEED RECORDED IN VOL. 687, PAGE 143. 7. THE EXISTING UTILITY EASEMENT TO GREEN MOUNTAIN POWER CORPORATION ALONG THE NORTHERLY SIDE OF MARKET `\ W VOL. 801, PG. 355/ VOL. 801, PG. 357 STREET PROPOSED TO BE RELOCATED TO WITHIN THE MARKET STREET RIGHT OF WAY ALONG PORTIONS OF THE PROPOSED LOTS TO BE DEVELOPED. / CRIMPED I / 74? / 507 28 9' 'Q� 15' WIDE PEDESTRIAN / 3'99101E CIIF EASEMENT TO THE CITY OF CMS 91.04' -g SOUTH BURLINGTON AS i REMAINS OF CMF, FLUSH, 3.33'10'E RECORDED IN VOL 212, PG. 152 '$ 39.3T 0.56' S I V 17 5T W OF COMPUTED CORNER ' e0 3'33'101E O 11.7T SONRISE PARTNERSHIP, LLP ' LOT G NX w3.33'10f 1NIF VOL. 39, PG. 881 / 1 l� 2078' VOL. 767, PGS. 327-8 49,166 SF �y0 / 60' WIDE STRIP SUBJECT TO AN l 1 s73.23'45�' \ VOL. 832, PGS. 596-7 / / �' O IRREVOCABLE OFFER OF DEDICATION / A / TO THE CITY OF SOUTH BURLINGTON I LOT D ' AS RECORDED IN 34.236 SF I S \ VOL. 176, PG. 494 I >' , 1 S / - - — CHASTENAY ESTATES, INC PROPOSED 60' RIGHT OF WAY 1 I //. \ VOL. 8 N PG. 355 .� _ U IPS AREA=28,B01 SF p 84' 2� - 45' N46"23'S5� _ IPS VOL. 801, PG. 357 / IPS 1 Ip � Im m / fillm SHARED ACCESS EASEMENT U��(�(/IT IPS / m TO BENEFIT LOTS C 8 D / LOT IF 0 LOT B D l m 1 `c((([/n� \ 24,861 SF / SEE SHEET PL-1, SUBDIVISION AND l I � O A LOT E 1/ CMS BOUNDARY LINE ADJUSTMENT PUTT I TIT m 91,586 SF THE SNYDER-BRAVERMAN CO., LLC 1 Z Ilm LOT C �±I� ///n//� /-F /APPLICANTFOR LOT B DATA O 46,812 SIF =1' `(�G L= 139.23' i 4076 SHELBURNE ROAD, SUITE 6 CULVERT, HEADWALL, RIP -RAP AND �C(R=260.00' / SHELBURNE, VT 05482 UTILITY EASEMENT TO CITY OF H / 1 fTl ISI I SOUTH BURLINGTON AS RECORDED �'/ \� l G 1 IN VLOL.IN 1217, PAGES RECORDED 727 0✓'jy / LANDOWNER SOUTH BURLINGTON CITY CENTER, LLC -Ti I TYPICAL 1O' WIDE UTILITY EASEMENT TO - / C/O SOUTH BURLINGTON REALTY CO. P.O. BOX 2204 1" GREEN MOUNTAIN POWER CORPORATION, SOUTH BURLINGTON, VT 05407 C l 1 AS RECORDED IN VOL. 207, PAGE 510 / pS i _ // DEED REFERENCE: m _ 1 162T I - - _ — / VOL, 853, PAGE 222 l 5732235451E - — - - — - - — _ I 12.35' 1 _ _ �- �''� CMS L=84.50' TAX MAP PARCEL' R=260.01Y 0450-00002 lzl- /' 040418 ADD REF TO SHEET PL-1 FOR LOT B DATA ABR 17��.� N46.2512'W MARKET STREET 03-12-78 INCREASE GARDEN ST ROW FROM 60' T084' WIDE AIR — — — 64�OD' VOL. W, PAGE 143 By /' date aescdp— by — — _ CMS (FORMERLY KNOWN AS REVISIONS CORPORATE WAY) — THESE PLANS WITH LATEST REVISIONS SHOULD ONLY BE USED FOR THE PURPOSE SHOWN BELOW: _ —�11 SKETCH/CONCEPT I / 0 PRELIMINARY Q CONSTR REVIEW CTION II FINAI. LOCALREVIEW Q RECORD DRAWING �— _ I LANDS OF project no TO DORSET STREET — — _ SOUTHCBURLINGTON ENTER, INC. CITY SOUTH BURLINGTON u5-y3 )3. CITY CENTER, LLC d.ign VOL 853, PG. 222 1 MARKET STREET SOUTH BURLINGTON, VT CITY CLERK'S OFFICE SUBDIVISION AND drawn DLH CITY OF SOUTH BURLINGTON, VT. 1 APPROVED BY RESOLUTION Of THE DEVELOPMENT REVIEW ``1►111II77 checked s l BOARD OF THE CITY OF SOUTH BURLINGTON, TO THE BEST OF MY KNOWLEDGE, THIS PLOT IS BASED `�, O F f f•�7` BOUNDARY LINE GRAPHIC SCALE 2018 DJG/ABR l VERMONT, ON THE_ DAY OF 2018 ON INFORMATION ABSTRACTED FROM PERTINENT !� �O Gate ell 0 60 120 240 1 I SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RECEIVED FOR RECORD AT O'CLOCK DEEDS AND/OR OTHER OFFICIAL RECORDS, AND = .� DOUGLAS _ ADJUSTMENT PLAT 1-25-18 MARKERS EVIDENT ON THE PROPERTY, AND L. scale RESOLUTION, SIGNED THIS _ DAY OF 2018 BY M., AND RECORDED IN SLIDE* CONFORMS WITH THE REQUIREMENTS OF 27 VSA HENSON LAMOUREL'X & UI('hINSON AS NOTED 5 140 3. DATED THIS DAY OF • 2018 No. 656 o Consulting Engineers, Inc. sht. no. (IN FEET) ATTEST: CITY CLERK i`f�J(' �X+�`� 14 Morse Drive �n-60ft. (CLERK OR CHAIRMAN) i�JJf (BNB 5,�� Esse0-878-4n,VT(15452 PL-2 I'111 t o% Tel: R02-878-0450 N W E IS LOCATION PLAN NTS CITY OF SOUTH BURLINGTON N/F \ VOL. 697, PG. 402 II CM\ 0AG� 0.2F I r SOUTH BURLINGTON SCHOOL DISTRICT 1 __ -- METAL CEMENT BOARD SUN SHADE SIDING SIDING 'IETAL SIDING SUN SHADE P:L I-- - FOURTH FLR. N E Q m J �3x2 Bx8 6% 6x8 9x6 BOARD 36 3G 59 SIDING THIRD FLR. _ s • I 3t° li r SECOND FL. a -' -- JID MJST�.T i A J __._ _- �_ _. G i0 n .2 FIRST FLR. 314.00 — .... �... `UNIT ENTRY pBRICK VENEER — - -- — GARAGE GARDEN STREET ELEVATION METAL 51DING r' SUN SHADE CEMENT BOARD METAL SIDING SIDING SUN SHADE 6x6 F-P Pil 6C 3G 91 �41 LH FOURTH FLR. CEMENT BOARD SIDING gx6 6x6 59 THIRD FIR. 74 --�4 13) ——SEDo"D FL_ - -.... .. - __.... CANOPY � j FIRST FLR.-. ' — u NIT ENTRY BRICK VENEER �nl nc� MARKET STREE-ELEVAMON — — — — — - Ovte nam to Wagon Date: Fro— Nome. Sheet Number IS/19 CHT BUILDING 05/07/18 ADDED WINDOW SIZES INNOVATIVE DESIGN, iNc. 5;�8.=,._o. SOUTH BURLINGTON CITY CENTER IDI8 SEXCARJCT., V STREET, SUITE 104 ESSEX JCT., VT. 05452 Dm.n Br South Burlington, Vermont EL —IA PNDNE: (S02) SJ2-8930 MD/BG FM: ST2-11 7 Sheet TKIe: °"Rm°` ELEVATIONS - 5CF+E�1E 3 -FRONT I f4 C m Y9 . S i LJ O T O M c_ U m CD II Iq /Y m mr m ------------;_ I 1 1 i i I i 1 1 I I I 1 I! C-) 'T) c xt p m r.)w� ,.,. . Y _U — — — — — -- — — — j-- fill I � O I j i i i i I I I I 1 ..n ------------� } t I I I `f" fC, is j * C) I : z Silk z z N o i mIT _--- �/ r. �t rn I A iY � / y /z� Snyder Homes L�reat neighborhoods 310 MARKET STREET to wmc homc to O4076 Shelburne Road, Suite 6 SOUTH BURLINGTON, VT Shelburne, Vermont05482 p 802.985.5722 - f 802.497.0701 www.Snvdei-Hoi-nesVT.com CONSTRUCTION LIMITS OF / a ADJACENT SITEWORK II I a I� II l II \ II II I I LIMIT OF PHASE 1 j CONSTRUCTION �1 LCT E \ W a �WInn rn F \ I \ 1 I I I v t E/ — --- — MARKET STREET _ T T T T T TT7T n THE CONTRACTOR SHALL NOTIFY "UIGSAFE" AT 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. EBITta INTERSTATE ✓p LOCATION MAP NOT To SCALE MARCOTTE CENTRAL sc- GARDEN STREET CONSTRUCTION PHASING PHASE 1 GARDEN STREET FROM MARKET STREET TO LOT C/D SHARED DRIVE PAVED PATH ALONG FRONTAGE OF LOT C SIDEWALK ALONG FRONTAGE OF LOT C TEMPORARY GRAVEL PATH FROM END OF GARDEN STREET TO PROJECT BOUNDARY 'These pl— shallonly be used for the pulpnsc shown below: Q SAeteh/CuReept O Act25ORe,— Q Preliminary Q C.—Ai". Final Iamal Rc� i�v Q Iteemd DmwinE Project M, GARDEN STREET Se'y° SOUTH BURLINGTON, VT MB Design ABR/OTHER: CONSTRUCTION Ilraun ABIR (I —Led PHASING PLAN DJG DA, GRAPHIC SCALE oa-zs-le setae 120 Lamoureux & Dickinson r = 30 Consulting Engineers, Inc. heal , » n 14 Morse Drive, Essex, VT 05452 (IN FEET) B02-878-4450 1" = 30 ft www.LDengineering,com