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Home My WebLink AboutAgenda 07B_SD-21-28_3070 Williston Rd_Beta_PP FP_plansXXXX X X XX XXXXX UT UTGGUTUT W W W W WW WUTUTUTLEVEL 2 MEZZANINE ELE C T . R O O M WAT E R ME C H . SHI P P I N G & R E C E I V N G IDF PLAT REVISIONLOT CONSOLIDATIONWITH AIRPORT PDUSP-001As indicatedDRAFTNOT FORRECORDING11-22-2021\\us0261-ppfss01\workgroup\1794\active\179450350\transportation\permitting\Issued_for_Permit_11-05-2021_CAD_drawings\Exhibit\sp-001.dwg11/22/2021 8:36 PM By: Sanchez, Alexis© 2018 StantecProject No.ScaleNotesIssued/Revision6A54321BCDEConsultantPermit/SealYYYY.MM.DD218421340Stantec Consulting Services Inc.193 Tilley Dr., Suite 101South Burlington VT 05403 U.S.A.802.864.0223www.stantec.comTel.PERMIT SET11-05-2021ISSUED FOR PERMIT2021.10.15REVISED2021.11.05 XXXX X X XX XXXXX UT UTGGUTUT W W W W WW WUTUTUTLEVEL 2 MEZZANINE ELE C T . R O O M WAT E R ME C H . SHI P P I N G & R E C E I V N G IDF FINAL PLAT REVISIONLOT CONSOLIDATIONWITH AIRPORT PDUSP-002As indicatedDRAFTNOT FORRECORDING11-22-2021\\us0261-ppfss01\workgroup\1794\active\179450350\transportation\permitting\Issued_for_Permit_11-05-2021_CAD_drawings\Exhibit\sp-002.dwg11/23/2021 8:46 AM By: Sanchez, Alexis© 2018 StantecProject No.ScaleNotesIssued/Revision6A54321BCDEConsultantPermit/SealYYYY.MM.DD218421340Stantec Consulting Services Inc.193 Tilley Dr., Suite 101South Burlington VT 05403 U.S.A.802.864.0223www.stantec.comTel.PERMIT SET11-05-2021ISSUED FOR PERMIT2021.10.15REVISED2021.11.05 370'370'365'365'365'365'360'360'360'360'360'360' 35 7 '355'355'355'355'355'355'355'355' 350' 350'350'350'350'350' 35 0 ' 345' 345 ' 345' 345' 345'345'345' 345' 34 5 ' 34 5 ' 34 0 ' 340' 34 0 '340'340'340'340'340'3 4 0 '340 ' 3 40 '340'336'335'335'335'335'335'335'335'335' 3 3 5 '335'335'33 5 ' 33 5 '33 5 '335'335'335'335'335'335'330' 330'330'330 '330'330' 33 0 '330'33 0 '330'330'330' 325'325'325'325'325'325'32 5 '325'32 5 '325'325'325'325'325'325'320' 320' 32 0 ' 32 0 '320'320'320'320'320'315'315'315'315'315'310'310'305'305'300'SD XXXXXXAE&TXXAT SD SD SD SD SD SDSDSDSDXXXX XSDBBWVWVBBBBBBBBBBBBBWVWVSOSWSWVSWVWVWWVWVWVWVDDDWBBBOSWWVWVWVBBAE&TAE&TSDEW W W W W WW WWW AE&T AE&TAE&T AE&T AE&TAE&TAE&TSDAE&TAE&TAE&TAE&TATATATATAE&TAE&TAE&TAE&TAE&TAE&TAE&TAE&TAE&TAE&TAE&TAE&TATGATEBIKE RACKGAT EDISK AB96640.4'TALL0.7'TALLTEST STATIONWOODEN GATE POST0.1'DIA METAL 3.5'TALLWOODEN GATE POSTCONC BARRIERSMETAL PLATFORMCONC BARRIERSPATIO DISPLAY AREACONC BARRIERS CONC BARRIERSCONC BARRIERSOL D F U E L S T O R A G E T A N K TEST STATIONCONC BASE/FILL AREACONC BARRIERVENT PIPEGATE CONC BARRIERSGARAGE DOORGATEA-1 STARTVSE822 MAGHUBN 715488.664E 1472772.821EL 336.095VSE811 PUNCH MARK IN LEDGEN 715191.787E 1473205.666EL 359.616VSE825 MAGHUBN 714877.005E 1473559.635EL 366.785VSE824 MAGHUBN 715132.075E 1473682.708EL 350.815VSE8025/8"REBAR VSE CONTROL CAPN 715199.561E 1473526.049EL 369.971VSE803 MAGHUBN 715330.879E 1473748.038EL 344.259VSE810 MAGHUBN 715699.276E 1473095.279EL 335.414VSE821 MAGHUBN 715853.158E 1473085.485EL 317.226VSE8015/8"REBAR VSE CONTROL CAPN 715764.470E 1473950.186EL 325.664VSE823 MAGHUBN 715434.948E 1473518.909EL 337.33610'DIA BOULDER/4'AGMETAL FENCE POSTGATELARGE BOULDERSCONC BLOCKS/GATE 4'AGCONC BLOCKS/GATE 4'AGLEDGELEDGELEDGERIP-RAPRIP-RAPLEDGEBOULDERSMETAL FENCE POSTCENTER 10' WIDEGARAGE DOORSILL 318.3CENTER 3'WIDE DOORSILL 318.3CONCRETECENTER 3'WIDE DOORSILL 318.3STEPSPAVEDPAVEDPAVEDGRAVELGRAVELGRAVELGRAVELGRAVELGRAVELCONCRETEWOODSWOODSWOODSBRUSHWOODSWOODSWOODSXXXXSILL 333.5XEX I S T I N G P R O P E R T Y L I N E EX I S T I N G P R O P E R T Y L I N E / Z O N I N G L I N EEXISTING PROPERTY LINE/ZONING LINE20' W I D E C W D E A S E M E N T 100' WIDE GMP E A S E M E N TEXISTING PARCEL LINE/ZONING LINEEXISTING PARCEL LINE/ZONING LINEEXI S T I N G P A R C E L L I N E / Z O N I N G L I N EEXISTING PARCEL LINE/ZONING LINEEXISTING PARCEL LINE/ZONING LINE20' WIDE EASEMENTEXISTING PROPERTY LINEEXISTING PROPERTY LINE 30' WIDE SEWER FORCE MAIN EASEMENT 30' WIDE SEWER FORCE MAIN EASEMENT EXISTING PROPERTY LINE EXISTING PROPERTY LINE 30' WIDE SEWER FORCE MAIN EASEMENT 30' WIDE SEWER FORCE MAIN EASEMENT3000 WILLISTON RDN/F MINGLEWOOD PROPERTYMANAGEMENT, LLC3 CALKINS CTN/F CALKINS FAMILYLIMITED PARTNERSHIP5 CALKINS CTN/F CALKINS FAMILYLIMITED PARTNERSHIP4016 WILLISTON RDN/F SM & S REALTY(PETE'S RV CENTER)4016 WILLISTON RDN/F SM & S REALTY(PETE'S RV CENTER)15 PALMER CTN/F 15 PALMER HEIGHTS, LLC25 PALMER CTN/F PALMER, ALAN D. & CHRISTINE L.20' WIDE EASEMENT20' WIDE EASEMENT EXISTING PROPERTY LINE/ZONING LINEEXISTING PARCEL LINE/ZONING LINEWWWWWWWWWWS S S S S S S S S S S S S S S SSSSSSSSSSSSSSSSSSSSAPRON AREA = 4.5 ACRESLEVEL 2 MEZZANINE UP TO S L A B T O S L A B EL E V = 3 4 0 ' - 0 " UP 0' - 1 " / 1 ' - 0 " UP U P UP UP UP RD RD RD OF D OF D OFD RD OFD RD OFD RD RD RD OFD OFD OF D RD OF D RD OF D RD RD RD OF D OF D OFD RD OFD RD OFD RD RD RD OFD OF D OF D RD OFD RD OFD X X X X X X X X X X XFUTURE COMMERCIALBUILDING : 18,900 SFSTORMWATER PLANTED WITHDETENTION GRASS MIXEXISTING TRASH COMPACTORPAD TO REMAINSTORMWATER PLANTED WITHDETENTION GRASS MIXFUTURE COMMERCIALBUILDING : 7,800 SFSCULPTURAL RAISEDPLANTING DISCSCOLLECTOR WALKSGENEROUS PLANTED MEDIANSWITH SCULPTURAL LANDFORMSARRIVAL PLAZAREC. PATHLOUNGE TERRACEAMPHITHEATERDINING TERRACESCULPTURAL LANDFORMSEV PARKING AND CHARGINGSIGNEXISTING EDGE OF PAVEMENTLANDFORMS PLANTEDWITH NO-MOW GRASSEXISTING COMMERCIALBUILDING AND PARKINGTO REMAIN FIRST PHASEVISITOR PARKINGTOTAL NEW PARKING :323 SPACES (W/ 9 ADA/2 VAN)EXISTING LOADING DOCKTO REMAIN FIRST PHASENEW GMTA BUS SHELTEREXISTING TREE TO REMAIN, TYP.NEW SIDEWALK161419151026293025w/ ADA10151413242023GREATLAWNCONSERVATIONMEADOWCONSERVATIONMEADOWCONSERVATIONMEADOWLAWN848ADA PARKINGEXISTING PARKING AT COMMERCIALBUILDING TO REMAIN : APPROX. 58 SPACESSNOWSTORAGESNOWSTORAGESNOWSTORAGESNOWSTORAGESNOWSTORAGESNOWSTORAGE© 2018 StantecProject No.ScaleNotesIssued/Revision6A54321BCDEConsultantORIGINAL SHEET - ARCH E1 Permit/SealYYYY.MM.DDLANDSCAPE ARCHITECTUREWAGNERHODGSONVT802.864.0010wagnerhodgson.comNY518.567.1791430 Warren Street Hudson, NY 125342021.10.15ISSUED FOR PERMIT2021.11.05REVISEDPERMIT SET11-05-2021OVERALL LANDSCAPEPLANL-000SCALE OF FEET50100 1" = 50'-0"218421340Stantec Architecture and Engineering P.C.311 Summer StreetBoston, MA 02210-1723Tel: (617) 234-3100www.stantec.comLAWNSEED LEGENDNO-MOWDETENTIONCONSERVATION050 370 '370'365'365' 365'365'360' 360' 360 ' 3 60 ' 360 '360'357'355'35 5 ' 35 5 ' 35 5 '355'355'355 '355'350'350'350'350'350'350'350'345'345'345'345'345'345'345'345'345'345'340'340'340'340 '340'340'340' 340' 340' 340' 340'340'336'335'335'335'335'335'335'335' 335'335' 335' 335'335'335'335' 335'335'335'335'335'335' 330'330'330' 330' 330'330'33 0 '330'330'330' 330' 325' 325' 32 5 ' 325' 325 '325'325' 325' 325'325'325' 325'320'320'3 2 0 ' 320' 320'320'32 0 '315'31 5 ' 31 0 ' 30 5 'XXXXX XXXSDSDSDSDSDSD SD SD SDXXXXXSD B B WV WV GV GV BB BBBBB B B B B GVGV B B GV GV GV WV GV GV GV WV S GVGV GVOSW GV S WV GV GVGVGV W WV WV WV WV GV DDD W B B B GV OSW WV WV WV B B GV SD WWWWWW WW SDAT AT AT AT AT GATE 57"DIA NO PARKING 14"PINE 17"PINE 10"DIA 16"PINE 14"PINE 15"PINE 10"PINE TEL PED NO PARKING 14"PINE 10"PINE 12"PINE 74519/125 1DROPNOT IN USE BROWN ANIMAL HOSPITAL GATEVALLEY ROAD 8"MAPLE 34"MAPLE 18"LOCUST 74531/6 PETES RV NO PARKING 74522/12318"CPEP4"CEDAR 4"CEDAR 4"CEDAR 0.4'TALL 12 MAILBOXES 0.7'TALL CNF OUTLET UG AT&T SIGN 22"LOCUST 4001 12"DIA UTIL HANDHOLE 7"MAPLE BUS STOP 18"CPEP 40"SPRUCE 127-12 2LI 37"ASH 15"ASH 8"MAPLE(3) 74525/2/128B 3DROPS AIRSTEAM OF VERMONT 4-WAY INT/YELLOW LIGHTS 1DROP TEST STATION42 1/2A/127/74509 3DROPS/METER UTILITY BOX 5.3'AG 17"MAPLE 38"MAPLE FO CABLE SIGN WOODEN GATE POST 9"LOCUST 0.1'DIA METAL 3.5'TALLWOODEN GATE POST 17"OAK 18"CPEP 18"ELM(2) 12"MAPLE 12"MAPLE EL PANEL 4.5'DIA HANDHOLE SAT DISH KEYPAD 17"LOCUST HANDHOLE VENTPIPE 16"LOCUST 17"LOCUST 25"SPRUCE 16"LOCUST 14"PINE 20"PINE 30"HORNBEAM 18" C P E P 18"RCP TEL PED PUSHPOLE 5-60 NO PARKING 128A LI/1DROP 6" P V C 355 VALLEY ROAD 12"R C P 6K/8K/74529/5 3DROPS 6"PVC3090 14"LOCUST 14"MAPLE12"RCP12"RCP74521/24 SL40 19"DIA 14"MAPLE 19"LOCUST 16"LOCUST AC 4"CEDAR 22"HORNBEAM 25"HORNBEAM 16"HORNBEAM 28"HORNBEAM 30"HORNBEAM 7"ASH(3) TEL PED 4'TALL YIELD/PERMIT PARKING ONLY 18"CPEP 3060 WILLISTON ROAD 6"PVC 18"CPEP 4"LOCUST(3) 4"CEDAR 4"CEDAR 4"CEDAR 4"CEDAR 29"SPRUCE 2-50/74526 1DROP TEL PED 4'TALL 3'WIDE/1'TALL DRAINAGE OPENING TEST STATION 74507/134 3DROPS 26/132-01/74513 2DROPS/2LI PUSHPOLE 12"MAPLE 124/74520 4/74528 1DROP 8"SPRUCE TEL PED 17"MAPLE NO PARKING 14"PINE 17"PINE 16"PINE 12"DIA 16"DIA 12"DIA 1/74517 NOT IN USE 7"MAPLE(3) 128/74510/133 LI12"CMPAC COMMERCIAL SALES6"PVC15"MAPLE(3) VENT PIPE 2 NO WIRES 44"SPRUCE GAS SIGN EL BOX 14"MAPLE 12"MAPLE 26"SPRUCE 15"PINE NO PARKING 32"DIA 74527 1DROP18"RCP 18"RCP 26"PINE 27"SPRUCE 12"CEDAR(2) 127/74511 LI 127-11/132 1/2 126-01/132 74515/126 74516/125 1/01 6"P V C GATEFO CABLE SIGN 8"OAK(2) 103295/1/30K/6-7/1 32"MAPLE 18"DIA(2) GREEN MOUNTAIN FLIGHT ACADEMY ONE WAY 4"CEDAR 128 2DROPS 735694 EL DROP GARAGE DOOR GA T E VSE822 MAGHUBN 715488.664E 1472772.821EL 336.095 VSE811 PUNCH MARK IN LEDGEN 715191.787E 1473205.666EL 359.616 VSE825 MAGHUBN 714877.005E 1473559.635EL 366.785 VSE824 MAGHUBN 715132.075E 1473682.708EL 350.815 VSE8025/8"REBAR VSE CONTROL CAPN 715199.561E 1473526.049EL 369.971 VSE803 MAGHUBN 715330.879E 1473748.038EL 344.259 VSE810 MAGHUBN 715699.276E 1473095.279EL 335.414 N 715853.158E 1473085.485EL 317.226 VSE823 MAGHUBN 715434.948E 1473518.909EL 337.336 10'DIA BOULDER/4'AG 8"MAPLE METAL FENCE POST GAT E 8"SPRUCE LARGE BOULDERS DO NOT ENTER LEDGE LEDGE LEDGE RIP-RAP RIP-RAP LEDGE BOULDERS METAL FENCE POST CENTER 10' WIDEGARAGE DOORSILL 318.3 CENTER 3'WIDE DOORSILL 318.3 CONCRETE SILL 318.3 STEPSPAVED PAVED PAVED GRAVEL GRAVEL GRAVEL GRAVEL GRAVEL GRAVEL CONCRETE WOODS WOODS WOODS WOODS B-23 B-22 B-9 B-11 B-13 B-10 B-8 B-18B-5 B-3 B-1 B-28 B-27 B-29 B-4 B-30 B-7 B-31 B-32 B-12 B-6 INV 311.72 FES INV 305.40 TG 315.98INV IN 306.2INV OUT 306.8BOT 305.4 TG 316.42INV 312.2BOT 311.1 TG 316.50INV IN 311.9INV OUT 311.7BOT 310.1 X X X X INV 325.35 SILL 333.5X TG 326.51H2O 321.7INV 317.5±BOT 316.5 TG 323.29H2O 321.7INVS 316.6±BOT 315.3 TG 331.12INVS 325.7BOT 324.7 TG 335.93INVS 328.2BOT 327.3 TG 336.37INVS 330.1BOT 329.7 TG 323.22H2O 321.7INV 322.0BOT 315.8 TG 332.43INV 326.7BOT 326.6 ACAC TG 330.36INV 328.6BOT 326.0 12"RCPTG 335.68INV 330.1BOT 330.1 TG 335.07INV IN 332.7INV OUT 330.4BOT 328.4 GAS SIGN WILLISTON RDSHUNPIKE RDSTOP0020/0414/0258TG 336.166" INV IN 333.918" INV IN 333.1INV OUT 333.1BOT 332.5 INV 332.28INV 332.39 TG 346.61INVS 340.6BOT 340.5 TG 353.17INV 347.3BOT 346.8 D D D D D D D D D D D D D D D D EXISTING PROPERTY LINEEXISTING PROPERTY LINE/ZONING LINEEX I S T I N G P R O P E R T Y L I N E / Z O N I N G L I N E 20' WIDE CWD EASEMENT EXI S T I N G P A R C E L L I N E / Z O N I N G L I N E EXI S T I N G P A R C E L L I N E / Z O N I N G L I N EEXISTING PARCEL LINE/ZONING LINEEXI S T I N G P A R C E L L I N E / Z O N I N G L I N E EXISTING PARCEL LINE/ZONING LINE20' WIDE EASEMENTEXISTING PROPERTY LINEEXISTING PROPERTY LINE30' WIDE SEWER FORCE MAIN EASEMENT30' WIDE SEWER FORCE MAIN EASEMENTEXISTING PROPERTY LINEEXISTING PROPERTY LINE30' WIDE SEWER FORCE MAIN EASEMENT30' WIDE SEWER FORCE MAIN EASEMENT3000 WILLISTON RDN/F MINGLEWOOD PROPERTYMANAGEMENT, LLC 3 CALKINS CTN/F CALKINS FAMILYLIMITED PARTNERSHIP 5 CALKINS CTN/F CALKINS FAMILYLIMITED PARTNERSHIP 4016 WILLISTON RDN/F SM & S REALTY(PETE'S RV CENTER) 4016 WILLISTON RDN/F SM & S REALTY(PETE'S RV CENTER) 15 PALMER CTN/F 15 PALMER HEIGHTS, LLC 20' WIDE EASEMENT20' WIDE EASEMENTEXISTING PROPERTY LINE/ZONI N G L I N E EXI S T I N G P A R C E L L I N E / Z O N I N G L I N E W W WW W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSLEVEL 2 MEZZANINE UPST-2STAIR335RESTROOMSTO SLABTO SLABELEV=340'-0"UP0' - 1" / 1' - 0"UPUPUPUPUPRDRDRDOFDOFDOFDRDOFDRDOFDRDRDRDOFDOFDOFDRDOFDRDOFDRDRDRDOFDOFDOFDRDOFDRDOFDRDRDRDOFDOFDOFDRDOFDRDOFDXXXXXXXXXXXTREE PROTECTION FENCING, TYP. TREE PROTECTION FENCING, TYP. TREE PROTECTION FENCING, TYP. EX I S T I N G P R O P E R T Y L I N E / Z O N I N G L I N EEXISTING PARCEL LINE/ZONING LINEEXISTING TREE TO BE PROTECTED 6' LENGTH LUG-U-POST 12 GAUGE STEEL W/ GREEN BAKED ENAMEL NOTE: NYLON ZIP TIES (3 PER POST) TO SECURE MESH TO TABS ON POST HIGH DENSITY POLYETHELENE 3200 PSI, ORANGE MESH WITH NOMINAL OPENINGS, 3 1/2" x 1 1/2" EXISTING GRADE TREE PROTECTION SIGN, MIN. 1' SQ. TO BE PLACED ON EACH SIDE OF FENCING OR EVERY 16' O.C. OF LINEAR FENCE. SECURE TO MESH WITH (4) NYLON ZIP TIES 4'-0" MIN.3'-0" MIN.2'-0"4'-0" TYP. 8'-0" MAX. TREE PROTECTION SPECIFICATIONS: 1. Locate and clearly identify trees to remain. Flag each trunk at 54 inches above the ground. 2. Protect tree root systems from damage caused by runoff or spillage of noxious materials while mixing, placing, or storing construction materials. Protect root systems from ponding, eroding, or excessive wetting caused by dewatering operations. TREE AND PLANT PROTECTION ZONES 1. Protection-Zone Fencing: Install protection-zone fencing at the Critical Root Radius - a distance of 1' per every inch diameter of tree diameter measured at DBH (diameter @ breast height). Install protection-zone fencing along edges of protection zones before materials or equipment are brought on site and construction operations begin in a manner that will prevent people and animals from easily entering protected area except by entrance gates. Construct fencing so as not to obstruct safe passage or visibility at vehicle intersections where fencing is located adjacent to pedestrian walkways or in close proximity to street intersections, drives or other vehicular circulation. a. Plastic Protection-Zone Fencing: Install to comply with manufacturer's written instructions. b. Posts: Set or drive posts into ground one-third the total height of the fence without concrete footings. Where a post is located on existing paving or concrete to remain, provide appropriate means of post support acceptable to Landscape Architect. 2. Maintain protection zones free of weeds and trash. 3. Repair or replace trees to remain or be relocated that are damaged by construction operations, in a manner approved by the Landscape Architect. a. Do not remove protection-zone fencing, even temporarily, to allow deliveries or equipment access through the protection zone. b. Temporary access is permitted subject to pre-approval in writing by arborist if a root buffer effective against soil compaction is constructed as directed by arborist. Maintain root buffer so long as access is permitted. ROOT PRUNING 1. Prune roots that are affected by temporary and permanent construction. Prune roots as follows: a. Cut roots manually by digging a trench and cutting exposed roots with sharp pruning instruments: do not break, tear, chop or slant the cuts. Do not use a backhoe or other equipment that rips, tears or pulls roots. b. Cut Ends: Do not paint cut root ends c. Temporarily support and protect roots from damage until t hey are permanently redirected and covered with soil. d. Cover exposed roots with burlap and water regularly. e. Backfill as soon as possible. 2. Root Pruning at Edge of Protection Zone: Prune roots flush with the edge of the protection zone, b y cleanly cutting all roots to the depth of the required excavation. 3. Root Pruning within Protection Zone: Clear and excavate by hand to the depth of the required excavation to minimize damage to root systems. use narrow-tine spading forks, comb soil to expose roots, and cleanly cut roots as close to excavation as possbile. CROWN PRUNING 1. Prune branches that are affected by temporary and permanent construction. Prune branches as follows: a. Prune trees to remain to compensate for root loss caused by damaging or cutting root system. Provide subsequent maintenance during Contract period as recommended by arborist. b. Pruning Standards: Prune trees according to ANSI A300 (Part1). c. Cut branches with sharp pruning instruments; do not break or chop. d, Do not apply pruning paint to wounds. 2. Chip removed branches and dispose of off-site. REGRADING 1. Lowering Grade: Where new finish grade is indicted below existing grade around trees, slope grade beyond the protection zone. Maintain existing grades within the protection zone. 2. Lowering Grade within Protection Zone: Where new finish grade is indicated below existing grade around trees, slope grade away from trees as recommended by arborist unless otherwise indicated. a. Root Pruning: Prune tree roots exposed by lowering the grade. Do not cut main lateral roots or taproots; cut only smaller roots. Cut roots as required for root pruning. 3. Raising Grade; Where new finish grade is indicated above existing grade around trees, slope grade beyond the protection zone. Maintain existing grades withinthe protection zone. NOTE: If Contractor fails to enforce tree protection measures, resulting in damage and loss of tree(s), Contractor shall replace tree(s) with a 4" caliper substitute at the Contractors Expense in addition to liquidated damages. LIST OF EXISTING TREES EXISTING TREES TO REMAIN: 14" Maple 12" Maple 12" Maple 12" Maple 12” Pine 14” Pine 15” Pine 16” Pine 17” Pine 10” Pine 15” Pine 10” Pine 16” Pine 14” Pine 14” Pine 17” Pine 14” Pine 17” Maple 16” Locust 17” Locust 16” Locust 19” Locust 16” Locust 25” Spruce 14” Maple 7” Maple 8” Maple 8” Spruce EXISTING TREES TO BE REMOVED: 18” Elm (2) 9” Locust 20” Pine 17” Oak 14” Pine 8” Oak (2) 17” Maple 38” Maple 15” Maple (3) 40” Spruce 26” Spruce 44” Spruce 7” Ash (3) 29” Spruce 30” Hornbeam 25” Hornbeam 22” Hornbeam 28” Hornbeam 16” Hornbeam 20” Hornbeam 34” Maple 32” Maple 27” Spruce 37” Ash 15” Ash 26” Pine 8” Maple (3) 12” Cedar (2) 7” Maple (3) 18” Locust 14” Locust 17” Locust 22” Locust 12” Maple 14” Maple © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET - ARCH E1Permit/Seal YYYY.MM.DD LANDSCAPE ARCHITECTURE WAGNERHODGSON VT 802.864.0010 wagnerhodgson.comNY518.567.1791 430 Warren Street Hudson, NY 12534 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED PERMIT SET 11-05-2021 Stantec Architecture and Engineering P.C.311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100www.stantec.com TREE PROTECTION PLAN L-004 1" = 50'-0" 218421340 TREE PROTECTION FLAGGING - PROJECT DEMARCATION NTS TREES TO REMAIN AT INTERSECTION OF VALLEY ROAD / WILLISTON ROAD TREES TO REMAIN ALONG VALLEY ROAD 37 0 '370'36 5 '365'360 '360'35 5 '355'350'345'340'340'340' 340'335'335' 335'335'335' 335'335'335'33 5 '335'335'335'335'335' 330' 330'330'330'33 0 '330'330'330' 330' 325'325'325'32 5 '325'325'325'325 ' 325' 325'325'325' 325'320'320'320'3 2 0 ' 320' 320' 3 2 0 '315'XAE&TX SDSDSDSDXXXXXXXXSDSD SD B B WV WV GV DDD W B B B GV OSW WV WV WV B B GV AE & T AE & T SDSD SD E SDAE&TAE&TAE&TAE&TAE&TAE&TAE&TAE&TAE&TAE&TGATE TEL PED 18"CPEP0.4'TALL 0.7'TALL UTIL HANDHOLE UTILITY BOX 5.3'AG WOODEN GATE POST 0.1'DIA METAL 3.5'TALL WOODEN GATE POST EL PANEL 4.5'DIA HANDHOLE SAT DISH KEYPAD HANDHOLE VENTPIPE 18 " C P E P 18"RCP PUSHPOLE 5-60 355 VALLEY ROAD 6K/8K/74529/5 3DROPS 6"PVC12"RCP12"RCPTEL PED 4'TALL YIELD/PERMIT PARKING ONLY TEL PED 4'TALL 4/74528 1DROP TEL PED VENT PIPE EL BOX 74527 1DROP18"RCP18"RC P 6"P V C GREEN MOUNTAIN FLIGHT ACADEMY ONE WAY EL DROP GARAGE DOOR GA T E VSE822 MAGHUBN 715488.664E 1472772.821EL 336.095 VSE811 PUNCH MARK IN LEDGEN 715191.787E 1473205.666EL 359.616 VSE8025/8"REBAR VSE CONTROL CAPN 715199.561E 1473526.049EL 369.971 VSE810 MAGHUBN 715699.276E 1473095.279EL 335.414 VSE821 MAGHUBN 715853.158E 1473085.485EL 317.226 VSE823 MAGHUBN 715434.948E 1473518.909EL 337.336 METAL FENCE POST GA T E LARGE BOULDERS DO NOT ENTER LEDGE LEDGE LEDGE RIP-RAP RIP-RAP METAL FENCE POST CENTER 10' WIDEGARAGE DOORSILL 318.3 CENTER 3'WIDE DOORSILL 318.3 CONCRETE CENTER 3'WIDE DOORSILL 318.3 18"INV 309.8BOT 308.0 PAVED PAVED GRAVEL GRAVEL GRAVEL GRAVEL GRAVEL WOODS WOODS WOODS B-17 B-10 B-8 B-18B-5 B-16 B-2 B-3 B-1 B-28 B-27 B-29 B-4 B-30 B-7 B-31 B-32 B-12 B-6 INV 311.72 TG 315.98INV IN 306.2INV OUT 306.8BOT 305.4 TG 316.42INV 312.2BOT 311.1 TG 316.50INV IN 311.9INV OUT 311.7BOT 310.1 X X X X INV 325.35 SILL 333.5X TG 326.51H2O 321.7INV 317.5±BOT 316.5 TG 323.29H2O 321.7INVS 316.6±BOT 315.3 TG 331.12INVS 325.7BOT 324.7 TG 323.22H2O 321.7INV 322.0BOT 315.8 TG 332.43INV 326.7BOT 326.6 D D D D D D D D EX I S T I N G L E A S E L I N E EXISTING LEASE LINE EX I S T I N G P A R C E L L I N E / Z O N I N G L I N E EX I S T I N G P A R C E L L I N E / Z O N I N G L I N EEXISTING PARCEL LINE/ZONING LINEEX I S T I N G P A R C E L L I N E / Z O N I N G L I N E EXISTING PARCEL LINE/ZONING LINE20' WIDE EASEMENTEXISTING PROPERTY LINEEXISTING LEASE LINEEX I S T I N G L E A S E L I N E30' WIDE SEWER FORCE MAIN EASEMENTEXISTING SHARED ROW LINEEXISTING SHARED ROW LINE30' WIDE SEWER FORCE MAIN EASEMENTEXISTING LEASE LINE5 CALKINS CTN/F CALKINS FAMILYLIMITED PARTNERSHIP SM & S REALTY(PETE'S RV CENTER)LESSEE SM & S REALTY(PETE'S RV CENTER)LESSEE EXISTING PROPERTY LINE/ Z O N I N G L I N E EXISTING LEASELINEEXI S T I N G P A R C E L L I N E / Z O N I N G L I N E EX I S T I N G L E A S E L I N E W W W W WW W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSAPRON AREA = 4.5 ACRES LEVEL 2 MEZZANINE UPST-2STAIR335RESTROOMSTO SLABTO SLABELEV=340'-0"UP0' - 1" / 1' - 0"LE V E L 2 ME Z Z A N I N E LE V E L 2 M E Z Z A N I N E + 340.0 UPUPUPUPUPRDRDRDOFDOFDOFDRDOFDRDOFDRDRDRDOFDOFDOFDRDOFDRDOFDRDRDRDOFDOFDOFDRDOFDRDOFDRDRDRDOFDOFDOFDRDOFDRDOFD+ 354.0 + 325.0 330 37 0 '370'36 5 '365'360 '360'35 5 '355'350'345'340'340'340' 340'335'335' 335'335'335' 335'335'335'33 5 '335'335'335'335'335' 330' 330'330'330'33 0 '330'330'330' 330' 325'325'325'32 5 '325'325'325'325 ' 325' 325'325'325' 325'320'320'320'3 2 0 ' 320' 320' 3 2 0 '315'331 331 335 331 330 343 340 356 361XXXXXXXXXXXXXXXXXXXTS 332 BS 330 TS 334 BS 332 TS 336 BS 334 TS 338 BS 336 +3 3 9 . 9 5 +3 3 9 . 5 MATCHLINE SEE L200 MATCHLINE SEE L201 CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX LAWN LAWN (1) UAb (2) UAa (2) ZSb (3) AFc (1) UAb (3) GTb (4) AFb (2) UAb (3) AFc (4) GTc (6) PSb (13) JV (2) QRb (2) AFb (3) ZSb (2) GTb (2) QRa(1) AFb (19) RA (37) DP (21) VD (1) QRb (1) QRd (1) GTa (1) GTc (1) AFd(2) GTc (20) DL (48) RA (111) SH (92) RF (25) SS(2) UAc (1) UAa (1) AFc (98) RF (39) SS (48) RA (87) CA (2) UAc (2) NS (2) UAc (145) DP (23) TM (15) RA (37) PF (136) SH (136) SH (119) PA (96) PA (47) PF (27) RA (163) SH (67) SH (53) PA (68) RF (75) SH (5) GTd (36) RA (7) AG (3) BN (1) GTd (1) GTa (1) QRa (1) AFa (1) AFb (1) GTc (1) AFA (1) QRa (1) GTa (1) QRb(1) AFa (5) AFc (4) PG (7) PG (1) UAa (4) PSa (4) AG (28) RA (61) PA (88) RF (12) RA (8) RA (55) AM (30) DP (9) TM (96) SH (127) PA (209) SH (83) DP (77) AM (107) SH (4) AFc (85) DC (59) RF (10) RF(59) PA (32) PA (69) SH (23) PF (89) SH (11) RA (9) RA (13) PF (10) RA (13) IVa (11) JC (2) QB (14) JC (18) PF (20) RA (8) AA (6) AA (44) RF (100) RF (60) SH (60) SH (26) SH MATCHLINE SEE L200 MATCHLINE SEE L201 + 341.0 + 341.0+ 336.0 + 341.0 + 338.0 + 334.0 339.0 + + 337.0 + 342.0 + TS 353.9 BS + 339.9 TW + 341.5, TYP. + TS 340.07 BS + 324.57 + TW 326.5 (2) BIKE RACKS STAIRS SCULPTURAL LANDFORMS STORMWATER PLANTED WITH DETENTION GRASS MIX BOLLARDS (5) BIKE RACKS FOR 10 BIKES TABLE AND CHAIRS ADA PARKING STORMWATER DETENTION EV PARKING AND CHARGING LANDFORMS PLANTED WITH NO-MOW GRASS CONCRETE PAVER DINING TERRACE AMPITHEATER CONCRETE PAVER ARRIVAL PLAZA (3) BIKE RACKS BOULDER, TYP. 18" CONCRETE SEATWALLS TABLE AND CHAIRS PICNIC TABLES 18" CONCRETE SEATWALL CONCRETE PAVER TERRACE BS 340.0 + CONCRETE WALK, TYP. CONCRETE WALK WITH INTEGRAL COLOR 1:20 CONCRETE WALK + TS 353.0 RP & DP PROPERTIES, LLC © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET - ARCH E1Permit/Seal YYYY.MM.DD LANDSCAPE ARCHITECTURE WAGNERHODGSON VT802.864.0010 wagnerhodgson.comNY518.567.1791 430 Warren Street Hudson, NY 12534 2021.10.15ISSUED FOR PERMIT REVISED 2021.11.05 PERMIT SET 11-05-2021 SCALE OF FEET 30030 60 Stantec Architecture and Engineering P.C.311 Summer Street Boston, MA 02210-1723Tel: (617) 234-3100 www.stantec.com LANDSCAPE PLAN L-200 1" = 30'-0" 218421340 LAWN NO-MOW DETENTION CONSERVATION SEED LEGEND 37 0 '370'36 5 '365' 365 '365'360' 360' 36 0 ' 360 ' 36 0 '360'357'355'3 5 5 ' 35 5 ' 35 5 '355'35 5 '355'350'350'350'350'350'345'345'345'345'345'345'345'340'340'340'340' 340' 340'340'336'335'335'335'335'335' 335' 335 '335'330'XXXXXXXXXXXXAE&TXXXXSD SDSDSDSDAE&TXSDSDSDSDSD SD SD SD SD SD SD GV GV BB BBBBB B B B B GVGV B B GV GV GV WV GV GV GV WV S GVGV GV OSW GV S WV GV GVGVGV W WV WV WV WV GV GV WWWAE&TAE&TAE&TAE&TAE&TAE&TAE&TAE&T SDAE&TAE&TAE&TAE&T AE&T AE&T AE&TATAT AT AT AT AT AT AE&T AE&T AE&TAE&T AE&T AE&T AE&T AE&TAE&TAE&TAE&TAE&TAE&TAT AE&T AE&T AE&T AE&T ATAE&T AE&T AE&T AE&T AE&TAE&T AE&T AE&T AT NO PARKING TEL PED NO PARKING 74519/125 1DROPNOT IN USE BROWN ANIMAL HOSPITAL GATEVALLEY ROAD PETES RV NO PARKING 74522/123 12 MAILBOXES UG AT&T SIGN 4001 UTIL HANDHOLE BUS STOP 18"CPEP 127-12 2LI 74525/2/128B 3DROPS AIRSTEAM OF VERMONT 4-WAY INT/YELLOW LIGHTS 1DROP TEST STATION42 1/2A/127/74509 3DROPS/METER UTILITY BOX 5.3'AG FO CABLE SIGN 18"CPEP HANDHOLE VENTPIPE TEL PED NO PARKING 128A LI/1DROP 6" P V C 12"R C P 309012"RCP12"RCP74521/24 SL40 AC 18"CPEP 3060 WILLISTON ROAD 6"PVC 18"CPEP 2-50/74526 1DROP 3'WIDE/1'TALL DRAINAGE OPENING TEST STATION 74507/134 3DROPS 26/132-01/74513 2DROPS/2LI PUSHPOLE 124/74520 NO PARKING 1/74517 NOT IN USE 128/74510/133 LI AC COMMERCIAL SALES6"PVC2 NO WIRES GAS SIGN NO PARKING 74527 1DROP 127/74511 LI 127-11/132 1/2 126-01/132 74515/126 74516/125 1/01 128/74506/134-1 1DROP 6"PV C GATEFO CABLE SIGN 103295/1/30K/6-7/1 128 2DROPS 735694 VSE811 PUNCH MARK IN LEDGEN 715191.787E 1473205.666EL 359.616 VSE825 MAGHUBN 714877.005E 1473559.635EL 366.785 VSE8025/8"REBAR VSE CONTROL CAPN 715199.561E 1473526.049EL 369.971LARGE BOULDERS DO NOT ENTER LEDGE LEDGE BOULDERSSTEPSPAVED GRAVEL GRAVEL GRAVEL GRAVEL CONCRETE WOODS B-31 B-32 B-12 SILL 333.5X TG 331.12INVS 325.7BOT 324.7 TG 335.93INVS 328.2BOT 327.3 TG 336.37INVS 330.1BOT 329.7 TG 332.43INV 326.7BOT 326.6 AC AC TG 330.36INV 328.6BOT 326.0 12"RCPTG 335.68INV 330.1BOT 330.1 TG 335.07INV IN 332.7INV OUT 330.4BOT 328.4 GAS SIGN WILLISTON RDSHUNPIKE RDSTOP0020/0414/0258TG 336.166" INV IN 333.918" INV IN 333.1INV OUT 333.1BOT 332.5 INV 332.28INV 332.39 TG 346.61INVS 340.6BOT 340.5 TG 353.17INV 347.3BOT 346.8 D D D D D D D D D D EX I S T I N G L E A S E L I N E EXISTING LEASE LINE EXISTING LEASE L I N EEXISTING LEASE LINEEXISTING LEASE L I N E EXISTING LEASE LINEEXISTING LEASE LINEEXISTING LEASE LINE EXISTING LEASE LINE EXISTING PROPERTY LINEEX I S T I N G P R O P E R T Y L I N E / Z O N I N G L I N E EX I S T I N G P A R C E L L I N E / Z O N I N G L I N E20' WIDE EASEMENTEXISTING PROPERTY LINEEXISTING PROPERTY LINE30' WIDE SEWER FORCE MAIN EASEMENTEXISTING LEASE LINEEXISTING PROPERTY LINEEXISTING PROPERTY LINEEXISTING SHARED ROW LINEEXISTING SHARED ROW LINEEXISTING SHARED ROW LINEEXISTING SHARED ROW LINEEXISTING SHARED ROW LINEEXISTING SHARED ROW LINEEXISTING STATE HWY ROW EXISTING STATE HWY ROW EXISTING STATE HWY ROW EXISTING STATE HWY ROW EXISTING STATE HWY ROW EXISTING STATE HWY ROW30' WIDE SEWER FORCE MAIN EASEMENT30' WIDE SEWER FORCE MAIN EASEMENTEXISTING LEASE LINE3000 WILLISTON RDN/F MINGLEWOOD PROPERTYMANAGEMENT, LLC 3 CALKINS CTN/F CALKINS FAMILYLIMITED PARTNERSHIP 5 CALKINS CTN/F CALKINS FAMILYLIMITED PARTNERSHIP SM & S REALTY(PETE'S RV CENTER)LESSEE SM & S REALTY(PETE'S RV CENTER)LESSEE SM & S REALTY(PETE'S RV CENTER)LESSEE SM & S REALTY(PETE'S RV CENTER)LESSEE RP & DP PROPERTIES, LLCLESSEECHAMPLAIN VALLEY HARDSCAPESUBLESSEE RP & DP PROPERTIES, LLCLESSEECHAMPLAIN VALLEY HARDSCAPESUBLESSEE RP & DP PROPERTIES, LLCLESSEEWILLISTON WHEELSSUBLESSEE 4016 WILLISTON RDN/F SM & S REALTY(PETE'S RV CENTER) 4016 WILLISTON RDN/F SM & S REALTY(PETE'S RV CENTER)20' WIDE EASEMENT20' WIDE EASEMENTEXISTING LEASE LINEEX I S T I N G P A R C E L L I N E / Z O N I N G L I N E EXI S T I N G L E A S E L I N E W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSUP+ 340.0 UP+ 354.0 37 0 '370'36 5 '365' 365 '365'360' 360' 36 0 ' 360 ' 36 0 '360'355'3 5 5 ' 35 5 ' 35 5 '355'35 5 '355'350'350'350'350'350'345'345'345'345'345'345'345'340'340'340'340' 340' 340'340'335'335'335'335'335' 335' 335 '335'330' 343 356 361XXXXXXXX WILLISTON ROAD MATCHLINE SEE L200 MATCHLINE SEE L201 CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX LAWN CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX (1) UAb (2) UAa (2) ZSb (3) GTb (6) PSb (13) JV (8) PG (2) GTc (2) GTb (1) QRa (1) UAa (5) ZSa (3) AFc (6) BN (1) BN (2) QRa (1) NS (2) AFb (3) GTb (1) GTa (2) UAa (2) ZSb (2) QRa (1) NS (1) UAa (3) AFa (2) GTb (1) AFa (2) GTb (2) QRb (2) UAb (5) GTb (2) QRb (2) AFb (3) ZSb (2) GTb (2) QRa(1) AFb (19) RA (37) DP (21) VD (1) QRd (1) GTa (1) GTc (1) AFd(2) GTc (20) DL (2) PSa (48) RA (111) SH (92) RF (25) SS (1) ZSa(1) ZSb (2) UAc (1) UAa (1) AFc (98) RF (39) SS (48) RA (87) CA (2) UAc (2) NS (2) UAc (1) QRb (145) DP (23) TM (5) PG (13) TO (18) TO (1) NS (2) GTb (24) VDB (11) DL (19) VDB (17) IVa (2) IVb (18) SP (1) AFc (19) JC (57) PF (33) RA (15) RA (37) PF (136) SH (136) SH (31) RA (10) DL (119) PA (76) PA (96) PA (47) PF (27) RA (18) JC (163) SH (1) UAa (2) BN (4) BN (2) UAb (2) AFb (1) GTd (1) GTa (1) QRa (1) AFa (1) UAa (1) AFb (2) ZSb (1) AFb (1) GTc (1) UAb (1) GTb (1) ZSa (1) ZSa (1) GTa (1) GTb (1) QRa (1) GTa (1) QRb(1) AFa (4) AG (28) RA (61) PA (88) RF (12) RA (2) UAb (25) TO (309) DC (37) RA (15) SP (89) CA (85) DC (59) RF (10) RF (232) SH (129) CA (59) PA (32) PA (69) SH (23) PF (89) SH (11) RA (9) RA (13) PF (10) RA (13) IVa (11) JC (14) JC (18) PF (20) RA (44) RF MATCHLINE SEE L200 MATCHLINE SEE L201 + TS 353.9 BS + 339.9 BOLLARDS (5) BIKE RACKS FOR 10 BIKES TABLE AND CHAIRS LANDFORMS PLANTED WITH NO-MOW GRASS (3) BIKE RACKS BOULDER, TYP. EXISTING LOADING DOCK TO REMAIN FIRST PHASE EXISTING PARKING AT COMMERCIAL BUILDING TO REMAIN STORMWATER PLANTED WITH DETENTION GRASS MIX EXISTING TREE TO REMAIN, TYP. ASPHALT RECREATIONAL PATH SCULPTURAL LANDFORMS SIGN 18" CONCRETE SEATWALLS TABLE AND CHAIRS NEW GMTA BUS SHELTER BS 340.0 + CONCRETE WALK WITH INTEGRAL COLOR 1:20 CONCRETE WALK 1:12 CONCRETE WALK WITH LANDINGS AND RAILINGS EXISTING TRASH COMPACTOR PAD TO REMAIN EXISTING COMMERCIAL BUILDING AND PARKING TO REMAIN FIRST PHASE FUTURE COMMERCIAL BUILDING: 18,900 SF NEW PUBLIC SIDEWALK FUTURE COMMERCIAL BUILDING: 7,800 SF SNOW STORAGE + TS 353.0 ASPHALT ROADWAY, TYP. SNOW STORAGE SNOW STORAGE SNOW STORAGE SNOW STORAGE SNOW STORAGE © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET - ARCH E1Permit/Seal YYYY.MM.DD LANDSCAPE ARCHITECTURE WAGNER HODGSON VT 802.864.0010 wagnerhodgson.comNY518.567.1791 430 Warren Street Hudson, NY 12534 2021.10.15ISSUED FOR PERMIT REVISED 2021.11.05 PERMIT SET 11-05-2021 SCALE OF FEET 30030 60 Stantec Architecture and Engineering P.C.311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100www.stantec.com LANDSCAPE PLAN L-201 1" = 30'-0" 218421340 LAWN NO-MOW DETENTION CONSERVATION SEED LEGEND 3 TIMES THE ROOT BALL DIAMETER MULCH RING, 6'-8' DIA. TREE SET TO BE PLUMB PRUNING SHALL BE DONE AFTER DELIVERY OF PLANTS AND AFTER PLANTS HAVE BEEN INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT. PRUNING PROCEDURES SHALL BE REVIEWED WITH THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. PRUNING SHALL BE DONE WITH A CLEAN SHARP TOOL. CUTS SHALL BE MADE FLUSH, LEAVING NO STUBS. NO TREE PAINT SHALL BE USED. DEAD WOOD, SUCKERS AND BROKEN AND BADLY BRUISED BRANCHES SHALL BE REMOVED. 2" MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN MULCH WEED-FREE FOR A MIN. OF ONE YEAR AFTER PLANTING. BACKFILL WITH EXISTING SOIL IN SANDY LOAM SOIL, MIX IN 20% COMPOSTED ORGANIC MATERIAL WITH EXISTING SOIL. GENTLY PACK THE BACKFILL, USING WATER TO SETTLE SOIL AND ELIMINATE AIR POCKETS. PLACE ROOT BALL ON UNEXCAVATED OR COMPACTED NEW SUBGRADE TO PREVENT SETTLEMENT. TRUNK PROTECTION, REINFORCED RUBBER HOSE DOUBLE #10 GA. TWISTED GUYING WIRE, 3 PER TREE WITH TURNBUCKLE MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. SET TOP OF MAIN ORDER ROOTS FLUSH TO GRADE OR 1"-2" HIGHER IN SLOWLY DRAINING SOILS. 4" HIGH TEMPORARY SOIL SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL, 8" MIN. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. CUT ALL GIRDLING ROOTS. DUCK BILL TREE ANCHOR NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. 3 TIMES THE ROOT BALL DIAMETER MULCH RING, 6'-8' DIA. TREE SET TO BE PLUMB DO NOT HEAVILY PRUNE THE TREE AT PLANTING, PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. 2" MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN MULCH WEED-FREE FOR A MINIMUM OF ONE YEAR AFTER PLANTING. BACKFILL WITH EXISTING SOIL IN SANDY LOAM SOIL, MIX IN 20% COMPOSTED ORGANIC MATERIAL WITH EXISTING SOIL. GENTLY PACK THE BACKFILL, USING WATER TO SETTLE SOIL AND ELIMINATE AIR POCKETS. PLACE ROOT BALL ON UNEXCAVATED OR COMPACTED SUBGRADE TO PREVENT SETTLEMENT. TRUNK PROTECTION, REINFORCED RUBBER HOSE DOUBLE #10 GA. TWISTED GUYING WIRE, 3 PER TREE WITH TURNBUCKLE MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. SET TOP OF MAIN ORDER ROOTS FLUSH TO GRADE OR 1"-2" HIGHER IN SLOWLY DRAINING SOILS. 4" HIGH TEMPORARY SOIL SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL, 8" MIN. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. CUT ALL GIRDLING ROOTS. NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. 3 TIMES THE ROOT BALL DIAMETER NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. 2" MULCH. DO NOT PLACE MULCH IN CONTACT WITH SHRUB TRUNK. MAINTAIN MULCH WEED-FREE FOR A MINIMUM OF ONE YEAR AFTER PLANTING. BACKFILL WITH EXISTING SOIL IN SANDY LOAM SOIL, MIX IN 20% COMPOSTED ORGANIC MATERIAL WITH EXISTING SOIL. GENTLY PACK THE BACKFILL, USING WATER TO SETTLE SOIL AND ELIMINATE AIR POCKETS. PLACE ROOT BALL ON UNEXCAVATED OR COMPACTED SUBGRADE TO PREVENT SETTLEMENT. PRUNE TO REMOVE DEAD AND DAMAGED STEMS. MAINTAIN NATURAL SHAPE OF PLANT. DO NOT SHEAR PLANT 4" HIGH TEMPORARY SOIL SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL, 8" MIN. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. CUT ALL GIRDLING ROOTS. SHRUB SET TO BE PLUMB SET TOP OF MAIN ORDER ROOTS FLUSH TO GRADE OR 1"-2" HIGHER IN SLOWLY DRAINING SOILS.2"12" MIN.FINISH GRADE NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. 2" LAYER MULCH - DO NOT PLACE MULCH IN CONTACT WITH PLANT STEMS GROUNDCOVER, VINE OR PERENNIAL, TYP. TOPSOIL / PLANTING SOIL AMEND PER SOIL TEST RECOMMENDATIONS UNEXCAVATED GROUND OR SUBGRADE FINISH GRADE NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC.2"12" MIN.2" LAYER MULCH - DO NOT PLACE MULCH IN CONTACT WITH PLANT STEMS GROUNDCOVER, VINE OR PERENNIAL, TYP. TOPSOIL / PLANTING SOIL AMEND PER SOIL TEST RECOMMENDATIONS UNEXCAVATED GROUND OR SUBGRADE SPACING "D"ROW "A"NUMBER OFPLANTS/SQ.FT. 60" O.C.51.96"0.04 48" O.C 41.52"0.07 42" O.C.36.52"0.10 36" O.C.31.20"0.12 30" O.C.26.00"0.18 24" O.C.20.76"0.28 NOTE: QUANTITY OF SHRUBS AND SPACING AS NOTED IN PLANTING SCHEDULE SHRUB SPACING PLANT CENTER PLANT ROW A A D D D D D ALL EQUAL OR AS SHOWN ON PLANTING PLAN NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL BASE MATERIALS FROM CONSTRUCTION FROM THE PLANTING AREA. 3. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. 4. REMOVE ALL WEEDS FROM BASE OF PLANT. SEEDED LAWN: CATAMOUNT SEED GREEN MOUNTAIN SPECIAL MIX SCREENED LOAM COMPACTED SUBGRADE4"FINISH GRADE SODED LAWN SCREENED LOAM COMPACTED SUBGRADE4"FINISH GRADE BORDER CONCEPTS, INC. CHARLOTTE, NC 1-800-845-3343 1-704-541-5610 PLANTING BED 316" BORDER CONCEPTS 'BORCON' STEEL EDGING TOPSOIL 15" STEEL STAKE UNDISTURBED EARTH OR APPROVED FILL COMPACTED TO 95% STD. PROCTOR LAWN FINISHED GRADE 12" MIN. PLANTING SOIL AMEND PER SOIL TEST RECOMMENDATIONS PLANTING BED WITH 2" SHREDDED HARDWOOD MULCH 3"VARIES SEE PLAN BORDER CONCEPTS, INC. CHARLOTTE, NC 1-800-845-3343 1-704-541-5610 TOPSOIL 15" STEEL STAKE UNDISTURBED EARTH OR APPROVED FILL COMPACTED TO 95% STD. PROCTOR PLANTING BED CRUSHED STONE- 1" - 112"HINESBURG NATURAL ROUND STONE 316" BORDER CONCEPTS'BORCON' STEEL EDGING FILTER FABRIC BUILDING WALL © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET - ARCH E1Permit/Seal YYYY.MM.DD LANDSCAPE ARCHITECTURE WAGNER HODGSON VT 802.864.0010 wagnerhodgson.comNY518.567.1791 430 Warren Street Hudson, NY 12534 2021.10.15ISSUED FOR PERMIT REVISED 2021.11.05 PERMIT SET 11-05-2021 Stantec Architecture and Engineering P.C.311 Summer Street Boston, MA 02210-1723Tel: (617) 234-3100 www.stantec.com LANDSCAPE PLAN L-202 VARIES 218421340 O V E R A L L P L A N T S C H E D U L E KEY QTY.SCIENTIFIC NAME COMMON NAME SIZE SPACING D E C I D U O U S T R E E S AFa 6 Acer x freemanii 'Autumn Blaze'AUTUMN BLAZE FREEMAN MAPLE 2.5"-3" CAL. AS SHOWN AFb 9 Acer x freemanii 'Autumn Blaze'AUTUMN BLAZE FREEMAN MAPLE 3.5"-4" CAL. AS SHOWN AFc 20 Acer x freemanii 'Autumn Blaze'AUTUMN BLAZE FREEMAN MAPLE 4.5"-5" CAL. AS SHOWN AFd 5 Acer x freemanii 'Autumn Blaze'AUTUMN BLAZE FREEMAN MAPLE 5.5"-6" CAL. AS SHOWN AFA 1 Acer x freemanii 'Armstrong'ARMSTRONG MAPLE 2.5"-3" CAL. AS SHOWN AG 11 Amelanchier x grandiflora 'Autumn Brilliance'AUTUMN BRILLIANCE SERVICEBERRY 3"-4" CAL. AS SHOWN BN 16 Betula nigra 'Heritage' (single stem)SINGLE STEM RIVER BIRCH 3"-3.5" CAL. AS SHOWN GTa 5 Gleditsia triacanthos f. inermis 'Streetkeeper'HONEYLOCUST 2.5"-3" CAL. AS SHOWN GTb 23 Gleditsia triacanthos f. inermis 'Streetkeeper'HONEYLOCUST 3.5"-4" CAL. AS SHOWN GTc 10 Gleditsia triacanthos f. inermis 'Streetkeeper'HONEYLOCUST 4.5"-5" CAL. AS SHOWN GTd 6 Gleditsia triacanthos f. inermis 'Streetkeeper'HONEYLOCUST 5.5"-6" CAL. AS SHOWN NS 5 Nyssa sylvatica BLACK TUPELO 3.5"-4" CAL. AS SHOWN QB 2 Quercus bicolor SWAMP WHITE OAK 4"-4.5" CAL. AS SHOWN QRa 9 Quercus rubra RED OAK 2.5"-3" CAL AS SHOWN QRb 7 Quercus rubra RED OAK 3.5"-4" CAL. AS SHOWN QRd 1 Quercus rubra RED OAK 5.5"-6" CAL. AS SHOWN UAa 9 Ulmus x 'Accolade'ACCOLADE ELM 2.5"-3" CAL. AS SHOWN UAb 11 Ulmus x 'Accolade'ACCOLADE ELM 3.5"-4" CAL. AS SHOWN UAc 6 Ulmus x 'Accolade'ACCOLADE ELM 4.5"-5" CAL. AS SHOWN ZSa 8 Zelkova serrata 'Green Vase'JAPANESE ZELKOVA 2.5"-3" CAL. AS SHOWN ZSb 10 Zelkova serrata 'Green Vase'JAPANESE ZELKOVA 3"-3.5" CAL. AS SHOWN E V E R G R E E N T R E E S JV 13 Juniperus virginiana EASTERN RED CEDAR #5 AS SHOWN PG 24 Picea glauca 'Montrose Spire'MONTROSE SPIRE WHITE SPRUCE 6-7' B&B AS SHOWN PSa 6 Pinus strobus EASTERN WHITE PINE 6'-7'AS SHOWN PSb 6 Pinus strobus EASTERN WHITE PINE 8'-10' AS SHOWN TO 56 Thuja occidentalis 'Nigra'NIGRA ARBORVITAE 6'-7'6' O.C. S H R U B S AA 14 Aronia melanocarpa 'Autumn Magic'AUTUMN MAGIC BLACK CHOKECHERRY #3 5' O.C. AM 132 Aronia melanocarpa 'Lowscape Mound'BLACK CHOKECHERRY #3 2' O.C. DL 41 Diervilla lonicera NORTHERN BUSH HONEYSUCKLE #5 4' O.C. JC 62 Juniperus chinensis 'Sea Green'SEA GREEN JUNIPER #5 4' O.C. IVa 30 Ilex verticilata 'Red Sprite'WINTERBERRY (FEMALE)#5 3' O.C. IVb 2 Ilex verticilata 'Jim Dandy'WINTERBERRY (MALE)#5 5' O.C. PF 195 Potentilla fruiticosa 'Abbotswood'ABBOTSWOOD CINQUEFOIL #3 30" O.C. RA 392 Rhus aromatica 'Gro-Low'GROW-LOW SUMAC #5 4' O.C. SP 33 Syringa patula 'Miss Kim'MISS KIM LILAC #5 4' O.C. TM 32 Taxus x media 'Tauntoni'TAUNTON YEW 15-18" B&B 4' O.C. VD 21 Viburnum dentatum ARROWWOOD VIBURNUM 4'-5' B&B 6' O.C. VDB 43 Viburnum dentatum 'Blue Muffin'ARROWWOOD VIBURNUM #5 3' O.C. G R A S S E S CA 305 Calmagrostis x acutiflora 'Karl Foerster'FEATHER REED GRASS #2 2' O.C. DC 394 Deschampsia cespitosa TUFTED HAIR GRASS #2 24" O.C. SH 1636 Sporobolus heterolepsis 'Gold Tau'PRAIRIE DROPSEED #1 18" O.C. P E R R E N I A L S DP 295 Dennstaedtia punctilobula HAY-SCENTED FERN #1 30" O.C. RF 559 Rudbeckia fulgida 'Goldsturm'BLACK-EYED SUSAN #1 18" O.C. SS 64 Sedum spectabile 'Autumn Joy'AUTUMN JOY SEDUM #2 30" O.C. PA 623 Perovskia atriplicifolia 'Blue Jean Baby'DWARF RUSSIAN SAGE #1 18" O.C. PLANTING NOTES 1. All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2. All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3. Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4. All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5. The Landscape Architect's approval is required for any plant material substitutions. 6. The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7. All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8. The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9. All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10. Adjustments to plant beds shall be approved by Landscape Architect. 11. General Contractor is responsible for all erosion control measures during construction. 12. All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13. Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14. It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15. Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16. During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17. Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18. Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19. Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. 1 1/2" = 1'-0" DECIDUOUS TREE PLANTING 2 1/2" = 1'-0" CONIFEROUS TREE PLANTING 3 1" = 1'-0" SHRUB PLANTING 4 1" = 1'-0" GROUNDCOVER PLANTING 5 1" = 1'-0" GRASS AND PERENNIAL PLANTING 10 1/2" = 1'-0" PLANTING DIAGRAM 6 3/4" = 1'-0" SEEDED LAWN 7 3/4" = 1'-0" SOD LAWN 8 1" = 1'-0" PLANTING BED EDGING 9 1" = 1'-0" DRIP EDGE POLE HANDHOLE GROUNDING LUG (CONNECT GROUNDS TO BUSHINGS AND POLE) ANCHOR BOLTS BY POLE MFR. TO FINISH GRADE CONNECTION TO BE THERMITE WELDED CONCRETE TO BASE GROUND ROD CONDUIT DIM. 'A" DIM. 'B" DIM. 'C' ROUND OR SQUARE DIM A -REFER TO STRUCTURAL DRAWINGS DIM B -REFER TO SITE PLANS FOR POLE BASE HEIGHT ABOVE FINISHED GRADE DIM C -REFER TO STRUCTURAL DRAWINGS CONCRETE POLE BASE BASE DIM D -SHALL BE CONSISTANT BETWEEN SIDEWALK DISTANCE AND CURB DISTANCE DIM D GRANITE CURB DRIVE ISLE CONCRETE POLE BASE BASE DIM D -SHALL BE CONSISTANT BETWEEN SIDEWALK DISTANCE AND CURB DISTANCE SIDEWALK DIM D T R U E N O R TH PROJECT NORTH © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET - ARCH E1 Permit/Seal YYYY.MM.DD 11-05-2021 PERMIT SET 11/4/2021 7:05:32 AMAs indicated <Pick location in Project Information>Stantec Architecture and Engineering P.C. 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com LUMINAIRE SCHEDULE AND LIGHTING LEGEND 218421340 EA-001 ABBREVIATIONS (D) DEMOLISH (E) EXISTING TO REMAIN (ERL) EXISTING TO BE RELOCATED (R) RELOCATE A AMPS AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE BOH BACK OF HOUSE EM EMERGENCY ETD EMERGENCY TRANSFER DEVICE G, GND GROUND LTG LIGHTING MAX MAXIMUM MIN MINIMUM MISC MISCELLANEOUS N NEUTRAL NC NORMALLY CLOSED NEC NATIONAL ELECTRIC CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NIC NOT IN CONTRACT NL NIGHT LIGHT NO NORMALLY OPEN NTS NOT TO SCALE OC ON CENTER OCC OCCUPANCY OFCI OWNER FURNISHED, CONTRACTOR INSTALLED STD STANDARD TYP TYPICAL UNIV UNIVERSAL VOLTAGE UON UNLESS OTHERWISE NOTED V VOLTS XFMR TRANSFORMER LUMINAIRES LOWER-CASE LETTER(S) NEAR LUMINAIRE DENOTE SWITCH LEG(S) CIRCUITS EMERGENCY NORMAL N/A a RECESSED RECTANGULAR LUMINAIRE, DRAWN TO SCALE SURFACE MOUNTED RECTANGULAR LUMINAIRE, DRAWN TO SCALE STRIP LUMINAIRE, LENGTH TO SCALE WALL MOUNTED RECTANGULAR LUMINAIRE, LENGTH TO SCALE (NUMBER OF MOUNTING POINTS WILL VARY WITH THE LUMINAIRE LENGTH AND ARE NOT INDICATED.) RECESSED DOWNLIGHT LUMINAIRE SURFACE MOUNTED CEILING LUMINAIRE PENDANT MOUNTED LUMINAIRE LINEAR PENDANT MOUNTED LUMINAIRE, LENGTH TO SCALE (NUMBER OF MOUNTING POINTS WILL VARY WITH THE LUMINAIRE LENGTH AND ARE NOT INDICATED.) WALL MOUNTED LUMINAIRE WALL MOUNTED VERTICALLY ORIENTED LUMINAIRE WALL MOUNTED RECESSED LINEAR LUMINAIRE, LENGTH TO SCALE EXIT SIGN, FILLED SIDES INDICATE ILLUMINATED ANNOTATION, ARROWS INDICATE DIRECTIONAL GRAPHICS N/A WALL MOUNTED EXIT SIGN, FILLED SIDES INDICATE ILLUMINATED ANNOTATION, ARROWS INDICATE DIRECTIONAL GRAPHICS N/A EXIT SIGN WITH EMERGENCY BATTERY PACK WALL MOUNTED EXIT SIGN WITH EMERGENCY BATTERY PACK EMERGENCY BATTERY PACK, NUMBER OF LAMPS NOT INDICATED WALL MOUNTED EMERGENCY BATTERY PACK, NUMBER OF LAMPS NOT INDICATED I ILLUMINATED SIGN, OR ELEMENT RECESSED LINEAR WALL WASH LUMINAIRE, LENGTH TO SCALE RECESSED WALL WASH LUMINAIRE I WALL MOUNTED ILLUMINATED SIGN, OR ELEMENT RECESSED ACCENT LUMINAIRE SURFACE MOUNTED ACCENT LUMINAIRE SURFACE MOUNTED WALL WASH LUMINAIRE MONOPOINT LUMINAIRE TRACK LIGHTINGN/A CONTINUOUS SOURCE LUMINAIRE, PATH AS INDICATEDN/A WALL MOUNTED MULTI-LAMP ACCENT LUMINAIRE, NUMBER OF LAMPS NOT INDICATED UNDERCABINET TASK LUMINAIRE MULTI-LAMP ACCENT LUMINAIRE, NUMBER OF LAMPS NOT INDICATED FIBER OPTIC REMOTE SOURCE STEP LUMINAIRE INIGHT LIGHTNOVERCOUNTER TASK LUMINAIRE LUMINAIRE IDENTIFICATION, SEE LUMINAIRES SCHEDULEN/A L01 EMERGENCY WITH REMOTE BATTERY PACK, NUMBER OF LAMPS NOT INDICATED WALL MOUNTED EMERGENCY WITH REMOTE BATTERY PACK, NUMBER OF LAMPS NOT INDICATED PENDANT MOUNTED ACCENT LUMINAIRE N/A N/A N/A N/A N/A N/A NIWALL MOUNTED STROBE LIGHT PENDANT MOUNTED WALL WASH LUMINAIRE RECESSED VOLUMETRIC LUMINAIRE, DRAWN TO SCALE LINEAR PENDANT MOUNTED WALL WASH LUMINAIRE, LENGTH TO SCALE SITE/ LANDSCAPE/ GARAGE LUMINAIRES LIGHTING STANDARD: LUMINAIRE, POLE, AND BASE CIRCUITS EMERGENCY NORMAL POST TOP LUMINAIRE ILLUMINATED BOLLARD IN-GROUND LUMINAIRE ADJUSTABLE IN-GROUND LUMINAIRE SURFACE MOUNTED GARAGE LUMINAIRE SURFACE MOUNTED SHIELDED GARAGE LUMINAIRE, LINES INDICATE NUMBER AND POSITION OF SHIELD(S) WALL PACK PENDANT MOUNTED GARAGE LUMINAIRE PENDANT MOUNTED SHIELDED GARAGE LUMINAIRE, LINES INDICATE NUMBER AND POSITION OF SHIELD(S) LIGHTING CONTROLS LOWER-CASE LETTER(S) NEAR SWITCH DENOTE SWITCH LEG(S)a SINGLE POLE SWITCH DOUBLE POLE SWITCH2 THREE-WAY SWITCH3 FOUR-WAY SWITCH4 KEY OPERATED SWITCHK MOMENTARY CONTACT LOW VOLTAGE SWITCHLV OCCUPANCY SENSOR SWITCHOS SWITCH WITH PILOT LIGHTP PHOTOCELL SWITCHPC DIMMER SWITCH, LINE VOLTAGE (UON) CS # OP PS LOW VOLTAGE CONTROL STATION, # INDICATES STATION IDENTIFICATION OCCUPANCY SENSOR SWITCH, CEILING MOUNTED PHOTO SENSOR CONTROL, CEILING MOUNTED D TIMER SWITCHT LCP LIGHTING CONTROL PANEL INDICATES WIRELESS CONTROL INDICATES BATTERY POWER OS COMBINATION OCCUPANCY/PHOTO SENSOR SWITCH, CEILING MOUNTED PC PARTITION SENSOR CONTROL TS #TOUCHSCREEN, # INDICATES STATION IDENTIFICATION DIMMING LOW VOLTAGE / DIGITAL NETWORKED SWITCHR DIMMING OCCUPANCY SENSOR SWITCHOD PHOTOCELL AND OCCUPANCY SENSOR SWITCHOP WORK DEFINITION EXISTING REMOVE EXISTING NEW WORK FUTURE TEMPORARY, AS NOTED REMOVE EXISTING ELECTRICAL EQUIPMENT ??? KEY NOTE?:## EQUIPMENT IDENTIFICATION DAYLIGHT ZONE LUMINAIRE SCHEDULE Type IMAGE DESCRIPTION MANUFACTURER CATALOGUE SERIES LAMP CONTROLS INPUT FORM COMMENT / NOTESTYPE LUMENS CCT CRI TYPE RANGE WATTAGE VOLTAGE FINISH LENS / DISTRIBUTION MOUNTING XB1 36" TALL EXTERIOR PEDESTRIAN LIGHT BOLLARD STRUCTURA DUO LED 311 LUMENS 4000K 80 0-10V DIMMING 1%12 VA UNIV TBD TYPE III DISTRIBUTION BOLLARD LOCATIONS AND QUANTITIES SHALL BE COORDINATED WITH LANDSCAPE PLANS IN FUTURE STAGE OF DESIGN. XD1 4" RECESSED ROUND DOWNLIGHT, BEVELED TRIM, FULL CUTOFF DMF DRD2 LED 1000 LUMENS 3500K 93 0-10V DIMMING 1%13 VA UNIV WHITE NARROW SPOT 15 DEGREE BEAM RECESSED XD2 4" RECESSED ROUND DOWNLIGHT, BEVELED TRIM, FULL CUTOFF DMF DRD2 LED 1250 LUMENS 3500K 93 0-10V DIMMING 1%14 VA UNIV WHITE WIDE FLOOD 60 DEGREE BEAM RECESSED XL1 LINEAR TAPE LIGHT, HORIZONTAL CURVATURE, MOUNTED UNDER LIP OF BENCH, FULL CUTOFF INTER-LUX RUBBER 3D LED 72 LUMENS PER FOOT 3500K 85 0-10V DIMMING 1%3 VA UNIV CONCRETE STANDARD SURFACE TO UNDERSIDE OF BENCH WATTAGE AND LUMENS SHOWN PER FOOT. FIXTURE SHALL BE CONTINOUS RUN. PROVIDE ALL CABLES, CLIPS, AND ACCESSORIES FOR A COMPLETE OPERABLE SYSTEM. COORDINATE MOUNTING DETAIL WITH ARCHITECTURE AND LANDSCAPE. XP1 SINGLE HEAD POLE MOUNTED PARKING AREA LUMINAIRE, FULL CUTOFF, WET RATED, STYLIZED WOOD OR METAL POLE TO BE DETERMINED IN LATER STAGES OF DESIGN. LITHONIA HEAD, STRUCTURA POLE DSX0 LED 8452 LUMENS 4000K 70 0-10V DIMMING 1%71 VA UNIV TBD TYPE III MEDIUM POLE @ 25'-0" XP2 SINGLE HEAD POLE MOUNTED PARKING AREA LUMINAIRE, FULL CUTOFF, WET RATED, STYLIZED WOOD OR METAL POLE TO BE DETERMINED IN LATER STAGES OF DESIGN. LITHONIA HEAD, STRUCTURA POLE DSX0 LED 11,680 LUMENS 4000K 70 0-10V DIMMING 1%89 VA UNIV TBD TYPE FOWARD THROW MEDIUM POLE @ 25'-0" XP3 SINGLE HEAD POLE MOUNTED PEDESTRIAN AREA LUMINAIRE, FULL CUTOFF, WET RATED, STYLIZED WOOD OR METAL POLE TO BE DETERMINED IN LATER STAGES OF DESIGN. LITHONIA HEAD, STRUCTURA POLE DSX0 LED 4726 LUMENS 4000K 70 0-10V DIMMING 1%38 VA UNIV TBD TYPE II MEDIUM POLE @ 15'-0" XP4 DUAL HEAD POLE MOUNTED PARKING AND PEDESTRIAN AREA LUMINAIRE, FULL CUTOFF, WET RATED, STYLIZED WOOD OR METAL POLE TO BE DETERMINED IN LATER STAGES OF DESIGN. HEADS AT 180 DEGREES. PARKING FIXTURE AT 25'-0" AFG AND PEDESTRIAN FIXTURE AT 15'-0" AFG. LITHONIA HEAD, STRUCTURA POLE DSX0 LED 16,406 LUMENS 4000K 70 0-10V DIMMING 1%127 VA UNIV TBD TYPE FOWARD THROW MEDIUM / TYPE II MEDIUM POLE @ 25'-0" & 15'-0" XU1 LANDSCAPE UPLIGHT, STAKE MOUNT, SHROUD, ADJUSTABLE BEAM, ADJUSTABLE BRIGHTNESS CONTROL ON FIXTURE WAC LIGHTING 5111 LED 365 LUMENS 3000K 85 MLV DIMMING 1-7 WATTS 7 VA UNIV TBD ADJUSTABLE STAKE IN GROUND LOCATIONS TO BE DETERMINED IN COORDINATION WITH LANDSCAPE ELEMENTS TO ENSURE FIXTURE BEAM IS CAPTURED BY CANOPY. XW1 WALL PACK, FULL CUTOFF, 10 LEDS, 530MA LITHONIA DSXW1 LED 2159 LUMENS 4000K 70 0-10V DIMMING 1%19 VA UNIV TBD TYPE III MEDIUM WALL @ 40'-0" XW2 WALL PACK, FULL CUTOFF, 10 LEDS, 1000MA LITHONIA DSXW1 LED 3873 LUMENS 4000K 70 0-10V DIMMING 1%39 VA UNIV TBD TYPE III MEDIUM WALL @ 40'-0" XW3 AREA LIGHT, WALL MOUNTED, FULL CUTOFF LITHONIA DSX1 LED 14,182 LUMENS 4000K 70 0-10V DIMMING 1%125 VA UNIV TBD TYPE IV MEDIUM WALL @ 20'-0" 12" = 1'-0"EA-001 1 STANDARD POLE BASE DETAIL 6" = 1'-0"EA-001 2 STANDARD POLE BASE DETAIL NEAR DRIVE ISLE 6" = 1'-0"EA-001 3 STANDARD POLE BASE DETAIL NEAR SIDEWALK 1 ISSUED FOR PERMIT 10.15.2021 2 REVISED 11.05.2021 3'WIDE/1'TALL DRAINAGE OPENING G V G V B B B BB BB B B B B G V G V B B G V S G V G V G V W W V W V W V W V G V G V + 354.0 8.2 3.9 15.0 5.7 5.0 3.5 11.0 6.9 5.4 4.9 3.8 2.0 11.8 5.8 4.6 3.8 2.7 9.1 7.9 6.4 2.4 17.0 4.0 8.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.2 2.7 1.1 1.1 1.5 2.1 2.6 1.2 1.1 1.1 1.1 1.2 1.5 1.9 1.1 1.1 1.1 1.2 1.3 1.5 1.7 1.7 1.6 1.1 1.1 1.2 1.3 1.4 1.6 1.7 1.9 2.3 1.6 1.6 1.5 1.3 1.2 1.1 1.2 1.3 1.4 1.5 1.5 1.5 1.5 1.7 1.3 1.4 1.5 1.9 2.0 2.1 2.1 2.1 1.7 1.5 1.5 1.4 1.4 1.2 1.2 1.2 1.3 1.4 1.6 1.6 1.5 1.5 1.4 2.0 1.2 2.8 1.1 1.2 1.4 1.5 1.5 1.7 1.9 2.0 2.0 2.0 1.9 1.8 1.6 1.5 1.5 1.3 1.3 1.3 1.4 1.5 1.6 1.6 1.7 1.5 1.4 2.0 1.2 1.3 1.7 2.0 1.3 1.5 1.6 1.7 1.7 1.7 1.9 2.0 2.1 2.0 2.0 2.0 1.9 1.8 1.7 1.6 1.5 1.4 1.4 1.4 1.5 1.7 1.9 2.0 1.7 1.5 1.3 1.1 1.1 1.2 1.3 1.5 1.6 1.9 1.8 1.9 1.9 2.0 2.0 2.1 2.1 2.0 1.9 1.9 2.0 1.9 1.8 1.7 1.6 1.5 1.4 1.3 1.4 1.7 1.5 1.4 1.3 1.2 1.2 1.2 1.3 1.4 1.4 1.3 1.8 2.0 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.8 1.7 1.8 1.8 1.8 1.8 1.7 1.4 1.2 1.2 2.1 1.5 1.2 1.2 1.2 1.2 1.3 1.4 1.5 1.5 1.5 2.0 2.0 1.8 1.8 2.0 2.1 2.0 1.7 1.5 1.4 1.5 1.6 2.0 2.2 2.8 1.8 1.2 1.1 1.2 1.3 1.3 1.4 1.5 1.6 1.8 2.0 1.8 2.0 2.0 1.9 1.8 1.9 1.6 1.2 1.1 1.2 1.3 1.4 1.5 1.4 1.4 1.4 2.0 1.8 2.2 2.3 1.3 1.3 1.3 1.3 1.2 1.3 1.4 1.5 1.5 1.4 1.3 1.3 1.6 1.9 2.0 2.3 2.3 1.1 1.1 1.2 1.2 1.3 1.5 1.5 1.6 1.6 1.4 1.5 1.6 1.8 1.8 1.7 1.1 1.2 1.2 1.3 1.4 1.5 1.7 2.0 2.0 1.4 1.6 1.7 1.6 1.4 1.3 1.2 1.2 1.1 1.2 1.3 1.4 1.4 1.4 1.4 1.8 1.6 1.6 1.7 1.4 1.6 1.5 1.4 1.3 1.3 1.4 1.5 1.4 1.4 1.3 1.4 1.8 1.7 1.7 1.4 2.0 1.9 1.9 1.7 1.6 1.5 1.6 1.6 1.5 1.4 2.1 1.9 1.7 1.5 2.0 2.0 1.8 1.9 1.8 1.8 1.6 1.8 1.6 2.1 1.9 1.9 1.6 1.1 1.9 2.0 1.8 1.9 1.8 1.8 1.7 1.9 2.1 1.8 1.9 1.6 1.2 1.6 1.9 1.8 1.9 1.8 1.7 1.6 1.6 2.2 1.8 2.1 2.5 2.9 2.2 2.1 2.2 2.1 2.4 2.6 2.5 1.9 2.1 2.1 2.1 2.2 2.4 2.4 1.6 1.9 2.0 2.1 2.2 2.3 2.3 2.2 2.3 1.6 1.9 2.1 2.1 2.1 2.1 2.1 2.2 2.5 1.2 1.5 1.7 2.0 2.1 2.1 1.9 1.9 1.8 1.2 1.5 1.8 1.9 2.0 1.9 1.7 1.5 1.5 1.7 2.0 2.0 1.7 2.2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.3 1.3 1.4 1.4 1.6 1.5 1.6 1.7 1.6 1.7 1.6 1.5 1.5 1.7 1.6 1.4 1.7 1.6 1.4 1.8 1.6 1.6 1.7 1.6 1.8 1.7 1.6 1.8 1.7 1.6 1.5 1.6 1.6 1.6 1.4 1.4 1.6 1.7 1.6 1.4 2.0 2.0 1.8 1.6 1.2 1.6 1.7 1.5 1.3 1.3 1.4 1.5 1.8 2.0 2.0 2.1 2.0 2.0 1.3 1.2 1.2 1.3 1.4 1.5 1.5 1.5 1.5 1.6 1.7 1.7 1.8 1.9 2.0 2.2 2.3 2.0 2.2 1.7 1.4 1.3 1.4 1.5 1.6 1.6 1.6 1.7 1.7 1.8 1.8 2.0 2.0 2.0 2.1 2.1 2.0 2.4 2.5 2.3 2.3 2.4 1.4 1.5 1.4 1.4 1.4 1.4 1.5 1.5 1.5 1.7 1.7 1.8 1.9 2.0 2.0 1.9 2.0 2.0 2.0 2.5 3.0 2.7 2.2 1.8 1.4 1.5 1.5 1.5 1.4 1.4 1.4 1.3 1.4 1.6 1.6 1.7 2.1 1.9 1.9 2.1 3.0 2.3 1.7 1.4 1.3 1.3 1.3 1.3 1.4 1.6 2.0 2.0 2.1 3.7 3.0 1.9 1.2 1.2 1.2 1.2 1.2 1.4 1.6 1.8 1.9 3.1 3.0 2.4 2.1 2.2 2.5 3.0 3.9 2.2 1.9 1.5 1.8 1.9 2.3 3.9 2.7 2.0 2.1 2.4 3.0 3.8 2.5 2.0 1.2 1.5 1.9 2.0 2.3 3.6 2.6 2.0 2.2 2.3 2.6 3.4 2.7 2.5 1.3 1.3 1.3 1.4 1.6 2.0 2.2 2.3 2.8 2.3 1.9 2.0 2.2 2.2 3.4 2.9 2.7 1.6 1.6 1.5 1.6 1.7 1.8 2.0 2.2 2.3 2.2 2.0 2.6 2.1 1.7 1.8 2.0 2.1 2.2 3.0 2.5 3.2 1.5 1.6 1.7 1.7 1.8 2.0 2.1 2.2 2.4 2.4 2.2 2.0 2.0 1.8 1.7 1.9 2.1 2.2 3.2 2.4 2.3 1.6 1.6 1.6 1.6 1.7 1.9 2.1 2.2 2.3 2.3 2.2 1.9 2.2 1.9 1.8 1.9 2.1 2.3 3.8 3.0 2.2 1.7 1.4 1.4 1.6 2.4 2.2 2.2 2.0 1.9 2.6 2.2 1.9 1.9 2.1 2.4 2.9 4.8 4.0 2.3 1.5 1.2 1.1 2.5 2.2 2.1 2.0 1.9 2.9 2.8 2.1 1.9 2.0 2.3 2.9 3.9 2.5 1.9 1.9 2.0 1.9 2.1 3.7 2.5 1.8 2.0 2.1 2.5 3.2 2.5 2.1 1.8 1.9 2.1 2.0 2.1 3.4 2.4 1.8 1.9 1.9 2.0 3.1 2.5 2.5 1.6 1.9 2.0 2.2 2.1 2.0 2.0 2.5 2.0 1.6 1.6 1.7 1.8 2.9 2.5 2.6 3.0 2.1 2.1 2.2 2.2 1.9 1.6 1.9 1.4 1.6 2.8 2.6 2.4 2.4 2.0 2.2 2.1 2.1 1.3 1.4 1.6 1.8 2.0 2.8 2.9 2.4 2.0 2.2 2.2 2.1 2.1 1.9 1.6 1.3 1.3 1.4 1.6 1.8 2.0 2.9 3.3 2.7 2.1 2.3 2.3 2.2 2.2 2.0 1.7 1.4 2.0 1.8 1.4 1.3 1.4 1.7 2.0 2.1 3.3 2.5 2.2 2.4 2.3 2.4 2.2 1.8 1.5 2.4 1.4 1.8 1.9 2.4 4.2 2.9 2.1 1.7 1.6 2.3 2.4 2.4 2.4 1.4 1.7 1.8 2.3 3.8 2.8 2.1 1.7 1.7 2.2 2.3 2.4 2.3 1.6 1.4 1.7 1.9 2.0 2.3 2.3 2.0 1.6 1.6 2.2 2.3 2.4 2.3 2.3 2.4 1.7 1.4 1.6 1.8 1.8 1.7 2.2 1.9 1.6 1.3 2.4 2.5 2.5 2.3 2.0 2.0 1.5 1.4 1.4 1.7 1.8 1.6 2.1 1.8 1.5 1.3 2.3 2.3 2.3 2.1 1.7 1.4 1.3 1.3 1.4 1.7 1.8 1.7 2.2 1.8 1.5 1.3 2.3 2.1 2.1 1.8 1.4 1.3 1.1 1.2 1.4 1.7 1.8 1.8 2.4 1.8 1.5 1.3 1.1 2.2 2.2 2.1 2.1 1.7 1.3 1.2 1.1 1.3 1.7 1.8 2.1 2.9 2.0 1.5 1.3 1.1 1.9 2.1 2.0 1.9 1.6 1.3 1.3 1.6 1.7 2.3 3.7 2.2 1.6 1.4 1.2 1.8 2.0 2.1 2.0 1.6 1.3 1.1 1.4 1.6 1.7 2.1 2.0 1.6 1.5 1.4 1.4 1.5 1.8 2.0 2.0 1.8 1.7 1.3 1.1 1.2 1.4 1.6 1.6 1.7 1.6 1.5 1.5 1.5 1.4 1.5 1.6 1.9 1.8 2.0 1.3 1.2 1.2 1.4 1.5 1.5 1.4 1.5 1.5 1.4 1.5 1.5 1.6 1.8 1.8 2.0 1.3 1.2 1.3 1.5 1.6 1.5 1.3 1.4 1.5 1.3 1.2 1.7 1.6 1.7 1.7 1.2 1.2 1.5 1.6 1.6 1.5 1.2 1.2 1.3 1.3 1.1 1.9 1.6 1.5 1.5 1.4 1.2 1.2 1.3 1.6 1.8 1.8 2.1 1.1 1.2 1.3 1.3 1.1 1.6 1.5 1.4 1.2 1.4 1.7 1.8 2.1 2.9 1.1 1.1 1.3 1.3 1.2 1.3 1.1 1.3 1.6 1.9 1.9 2.3 1.1 1.2 1.3 1.4 1.2 1.2 1.5 1.8 2.0 2.0 2.3 1.1 1.2 1.5 1.5 1.3 1.1 1.4 1.7 1.9 1.9 2.2 1.1 1.3 1.6 1.5 1.6 1.2 1.2 1.5 1.9 2.0 2.0 2.7 1.2 1.4 1.7 1.6 1.7 1.5 1.7 1.9 2.2 2.4 1.4 1.6 1.8 1.6 1.6 2.2 1.7 1.9 1.9 2.2 3.1 1.6 1.7 1.8 2.9 2.2 1.9 2.0 1.8 1.8 1.7 1.8 1.8 1.9 1.7 2.1 2.1 1.7 1.8 2.2 1.6 1.4 1.5 2.5 1.5 1.2 1.1 1.6 1.8 1.1 1.2 2.3 1.9 3.3 3.5 3.4 3.1 2.3 2.6 1.9 1.6 2.2 2.8 2.8 2.7 2.6 3.3 3.3 3.5 2.8 2.9 2.6 2.2 2.0 2.3 2.8 2.6 2.3 2.4 2.9 3.2 3.6 2.8 2.6 2.8 2.4 2.6 2.5 2.2 2.9 3.2 2.7 2.0 2.2 1.9 2.3 0.8 0.8 0.9 0.8 1.0 1.0 1.0 0.8 0.9 0.8 0.4 0.4 0.6 0.7 0.5 0.6 0.3 0.4 0.2 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.7 0.3 0.6 0.3 0.4 0.3 0.3 0.1 0.2 0.1 0.1 0.1 0.2 0.7 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.2 0.4 0.4 0.2 0.4 0.3 21.4 1.1 1.2 1.8 2.4 1.4 1.7 9.9 2.0 3.6 1.1 1.9 1.4 2.1 2.0 3.3 1.4 2.7 1.3 2.1 1.7 1.7 1.5 1.7 1.8 3.0 2.5 3.2 2.7 2.2 2.3 2.2 2.3 1.2 2.5 1.4 3.5 2.0 3.1 3.1 9.2 2.2 3.1 2.3 2.1 2.2 2.2 2.1 3.0 2.2 3.9 3.4 3.2 2.5 2.7 2.3 6.0 4.6 3.1 9.6 7.3 6.8 5.1 2.8 7.0 7.4 6.5 4.3 6.7 6.8 5.3 2.7 6.3 5.6 3.3 5.1 5.6 4.3 2.2 5.0 4.8 3.0 4.4 3.2 1.5 3.2 1.9 2.3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 2.6 3.4 1.5 1.5 1.8 2.5 2.8 1.2 1.6 2.1 3.3 1.4 1.3 1.6 1.9 1.7 1.2 1.1 1.5 1.2 1.6 1.9 1.7 1.7 2.6 2.7 3.4 1.3 2.4 0.8 1.2 1.3 1.3 1.6 2.0 2.2 2.0 1.8 2.2 2.2 3.8 3.9 3.5 3.2 2.6 3.7 3.2 2.5 2.0 2.3 2.2 2.6 2.1 1.8 1.8 2.0 2.5 2.9 2.3 1.8 2.3 3.3 2.5 2.2 2.6 2.8 2.6 2.8 3.3 2.7 3.3 2.1 3.8 1.6 2.7 2.3 3.6 2.4 2.8 2.3 2.0 2.3 2.5 2.2 1.6 1.8 1.8 2.0 2.7 3.7 3.2 2.3 1.8 1.4 1.5 2.4 1.3 1.4 1.7 2.4 2.9 2.0 1.5 1.9 1.6 2.4 1.0 0.8 2.7 1.9 1.5 1.4 2.1 2.1 2.7 1.2 1.2 1.9 1.4 2.1 2.7 3.4 2.9 2.3 1.7 1.3 0.9 2.3 1.3 2.7 2.3 1.6 1.6 1.9 2.0 1.7 2.0 2.6 SITE LIGHTING NARRATIVE 1. THE PROPOSED BUILDING AND SITE LIGHTING SYSTEMS ARE DESIGNED FOR COMPLIANCE WITH THE SOUTH BURLINGTON LAND DEVELOPMENT REGULATIONS, SECTION 13.07 EXTERIOR LIGHTING AND THE CITY OF BURLINGTON, VT COMPREHENSIVE DEVELOPMENT ORDINANCE, SECTION 5.5.2 OUTDOOR LIGHTING. 2. ALL EXTERIOR BUILDING MOUNTED AND SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED VIA PHOTOCELL AND ASTRONOMICAL TIME CLOCK. LIGHTING SHALL HAVE CAPABILITIES TO BE REDUCED OR TURNED OFF AS DESIRED AFTER BUILDING OPERATING HOURS. 3. ALL SITE LIGHTING FIXTURES ARE DESIGNED TO BE FULL CUTOFF UNLESS OTHERWISE NOTED. SITE AREA LUMINAIRES ARE DESIGNED TO BE ARRANGED SUCH THAT THE RESULTING ILLUMINANCE WILL NOT AFFECT ADJACENT PROPERTIES OR PASSING MOTORISTS. 4. ANY PROPOSED LIGHT FIXTURES INSTALLED ON PRIVATE PROPERTY, ADJACENT TO THE PUBLIC RIGHT-OF-WAY, SHALL BE ORIENTED IN SUCH A MANNER OR LIMITED IN LUMEN OUTPUT TO PREVENT GLARE AND SHALL NOT EXCEED I.E.S. LIGHTING STANDARDS FOR DISABILITY GLARE. 5. FINAL LOCATIONS AND QUANTITIES OF LIGHTS MAY CHANGE WITH FINAL CONSTRUCTION DOCUMENTS; PHOTOMETRIC LEVELS WILL BE MAINTAINED. 6. COORDINATION WITH EXISTING LIGHTING TO REMAIN AND OTHER UTILITIES WILL BE FACTORED INTO THE DESIGN TO VERIFY THAT THERE ARE NO CONFLICTS. 7. CALCULATIONS USE A LIGHT LOSS FACTOR OF 0.9. (TYP.) XD1 (TYP.) XL1 (TYP.) XD2E 15.02 XU1 XD2EXD2E XD2E XP2 XP4 XP4 XP4 XP4 XP4 XP3 XP4 XP4 XP4 XP4 XP4 XP4 XP4 XP4 XP2 XP2 XP2 XP2 XP2 XP2 XP2 XP2 XP2 XP2 XP4 XP4 XP1 XP2 XP4 XP4 XP4 XP4 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XP3 XB1 XP3 XP3 XP3 XP3 XP3 XP3 XP3 XP3 XP3 XP3 XU1 XU1 XU1 XU1 XU1 XU1 XU1 XP1 XP1 XP3 XP4 XP2 XP2 XP1 XP1 XP1 XD2 XD2 XD2 XD2 XD2E XD2E XD2 XD2 XD2 XD2E XD2E (TYP.) XD1 (TYP.) XD2E T R U E N O R TH PROJECT NORTH © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET - ARCH E1 Permit/Seal YYYY.MM.DD 11-05-2021 PERMIT SET 11/4/2021 7:05:36 AMAs indicated <Pick location in Project Information>Stantec Architecture and Engineering P.C. 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com SITE LIGHTING AREA A 218421340 EA-101 SHEET NOTES Key Value Keynote Text 15.02 FIXTURE TYPE, LOCATIONS, AND QUANTITY ON FACADE AND CANOPIES MAY CHANGE IN LATER STAGES OF DESIGN TO ALIGN WITH ARCHITECTURAL CHANGES. PHOTOMETRIC VALUES SHOWN ON THIS PLAN SHALL BE MAINTAINED. PHOTOMETRIC CALCULATION SUMMARY STATISTICAL AREA AVERAGE FOOTCANDLES (ACTUAL | IES REQ) MAXIMUM FOOTCANDLES (ACTUAL | IES REQ) MAX OR AVG / MIN RATIO (ACTUAL | IES REQ) PARKING LOT 1.9 | 2.0 3.9 | N/A 5:1 | 15:1 MAX LOADING DOCK 10.15 | 10.0 13.5 | N/A 3:1 | 3:1 MAX ROADWAY 1.69 | 1.0 3.2 | N/A 3:1 | 6:1 AVG BUILDING EGRESS 0.99 | 1.0 1.9 | N/A 2:1 | 2:1 AVG ENTRY CANOPY 6.65 | 4.0 17.1 | N/A 3:1 | 2:1 AVG PEDESTRIAN PATHWAY 1.68 | 1.0 3.9 | N/A 3:1 | 4:1 AVG 1" = 30'-0"EA-101 1 SITE LIGHTING PLAN - AREA A 1 ISSUED FOR PERMIT 10.15.2021 2 REVISED 11.05.2021 W V LEVEL2 MEZZANINE LEVEL2 MEZZANINE + 340.0 + 354.0 + 325.0 0.8 0.8 0.8 0.9 0.9 0.9 0.8 1.0 0.9 0.9 1.0 0.9 1.0 0.9 1.0 1.0 1.0 1.0 0.9 0.9 0.9 1.0 1.0 1.0 1.0 1.0 1.0 0.9 1.0 0.9 1.0 0.8 0.8 0.9 0.9 0.8 0.8 1.0 0.6 0.7 0.7 0.7 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 8.2 3.9 5.7 5.0 3.5 5.4 4.9 3.8 2.0 4.6 3.8 2.7 6.4 2.4 4.0 0.8 0.9 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.2 0.4 0.4 0.2 0.4 0.3 0.1 0.2 0.1 0.1 0.5 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.0 0.2 0.4 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.3 0.1 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.3 1.2 2.5 1.4 3.5 2.0 3.1 3.1 9.2 2.2 3.1 2.3 2.1 2.2 2.2 2.1 3.0 2.2 3.9 3.4 3.2 8.3 1.3 1.6 21.3 1.3 2.4 2.1 9.4 4.3 1.0 0.9 0.8 0.9 0.9 0.4 0.5 0.6 2.3 6.0 4.6 3.1 9.6 7.3 6.8 5.1 2.8 7.0 7.4 6.5 4.3 6.7 6.8 5.3 2.7 6.3 5.6 3.3 5.1 5.6 4.3 2.2 5.0 4.8 3.0 4.4 3.2 1.5 3.2 1.9 2.3 1.1 1.3 1.6 1.5 1.8 1.5 1.7 1.6 1.9 1.7 1.5 2.4 2.0 3.1 3.6 3.0 2.6 2.4 2.2 2.0 1.2 1.1 1.6 1.2 1.3 1.3 1.3 1.3 1.4 1.3 1.4 1.2 1.4 1.2 1.4 1.2 1.3 1.3 1.1 SITE LIGHTING NARRATIVE 1. THE PROPOSED BUILDING AND SITE LIGHTING SYSTEMS ARE DESIGNED FOR COMPLIANCE WITH THE SOUTH BURLINGTON LAND DEVELOPMENT REGULATIONS, SECTION 13.07 EXTERIOR LIGHTING AND THE CITY OF BURLINGTON, VT COMPREHENSIVE DEVELOPMENT ORDINANCE, SECTION 5.5.2 OUTDOOR LIGHTING. 2. ALL EXTERIOR BUILDING MOUNTED AND SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED VIA PHOTOCELL AND ASTRONOMICAL TIME CLOCK. LIGHTING SHALL HAVE CAPABILITIES TO BE REDUCED OR TURNED OFF AS DESIRED AFTER BUILDING OPERATING HOURS. 3. ALL SITE LIGHTING FIXTURES ARE DESIGNED TO BE FULL CUTOFF UNLESS OTHERWISE NOTED. SITE AREA LUMINAIRES ARE DESIGNED TO BE ARRANGED SUCH THAT THE RESULTING ILLUMINANCE WILL NOT AFFECT ADJACENT PROPERTIES OR PASSING MOTORISTS. 4. ANY PROPOSED LIGHT FIXTURES INSTALLED ON PRIVATE PROPERTY, ADJACENT TO THE PUBLIC RIGHT-OF-WAY, SHALL BE ORIENTED IN SUCH A MANNER OR LIMITED IN LUMEN OUTPUT TO PREVENT GLARE AND SHALL NOT EXCEED I.E.S. LIGHTING STANDARDS FOR DISABILITY GLARE. 5. FINAL LOCATIONS AND QUANTITIES OF LIGHTS MAY CHANGE WITH FINAL CONSTRUCTION DOCUMENTS; PHOTOMETRIC LEVELS WILL BE MAINTAINED. 6. COORDINATION WITH EXISTING LIGHTING TO REMAIN AND OTHER UTILITIES WILL BE FACTORED INTO THE DESIGN TO VERIFY THAT THERE ARE NO CONFLICTS. 7. CALCULATIONS USE A LIGHT LOSS FACTOR OF 0.9. (TYP.) XD2E XW1E XW1 15.02 XW1 XW1 XW1 XW1 XW1 XW1 (TYP.) XD1 15.02 XW1 XW1 XW1 XW1 XW1 XW1 XW1 XW1 XW1 XW1 XW1 XW1 XW1 XW1 XW2E XW2 XW2 XW2 XW2 XW2 XW2 XW2E XW2 XW2 XW2 XW2 XW2 XW2 XD2EXD2E XD2E XD1E XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XB1 XP3 XP3 XP3 XD1 XD1 XD1 XD1 XD1 XD1 XD1 XD2 XD2 XD2 XD2 XD2E XD2E XD2 XD2 XD2 XD2E XD2E (TYP.) XD1 (TYP.) XD2E T R U E N O R TH PROJECT NORTH © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET - ARCH E1 Permit/Seal YYYY.MM.DD 11-05-2021 PERMIT SET 11/4/2021 7:05:38 AMAs indicated <Pick location in Project Information>Stantec Architecture and Engineering P.C. 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com SITE LIGHTING AREA B 218421340 EA-102 SHEET NOTES Key Value Keynote Text 15.02 FIXTURE TYPE, LOCATIONS, AND QUANTITY ON FACADE AND CANOPIES MAY CHANGE IN LATER STAGES OF DESIGN TO ALIGN WITH ARCHITECTURAL CHANGES. PHOTOMETRIC VALUES SHOWN ON THIS PLAN SHALL BE MAINTAINED. 1" = 30'-0"EA-102 1 SITE LIGHTING PLAN - AREA B PHOTOMETRIC CALCULATION SUMMARY STATISTICAL AREA AVERAGE FOOTCANDLES (ACTUAL | IES REQ) MAXIMUM FOOTCANDLES (ACTUAL | IES REQ) MAX OR AVG / MIN RATIO (ACTUAL | IES REQ) PARKING LOT 1.9 | 2.0 3.9 | N/A 5:1 | 15:1 MAX LOADING DOCK 10.15 | 10.0 13.5 | N/A 3:1 | 3:1 MAX ROADWAY 1.69 | 1.0 3.2 | N/A 3:1 | 6:1 AVG BUILDING EGRESS 0.99 | 1.0 1.9 | N/A 2:1 | 2:1 AVG ENTRY CANOPY 6.65 | 4.0 17.1 | N/A 3:1 | 2:1 AVG PEDESTRIAN PATHWAY 1.68 | 1.0 3.9 | N/A 3:1 | 4:1 AVG 1 ISSUED FOR PERMIT 10.15.2021 2 REVISED 11.05.2021 B B G V D D D W B B B G V OSW W V W V W V B B G V E E 318+ LEVEL2 MEZZANINE 1.0 1.0 1.0 1.0 1.0 0.9 1.0 0.9 1.0 0.9 1.0 0.8 1.0 0.9 0.9 0.9 0.8 0.9 1.0 0.8 0.8 0.9 0.9 0.8 0.8 1.0 1.7 1.9 1.4 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 8.2 3.9 15.0 5.7 5.0 3.5 11.0 6.9 5.4 4.9 3.8 2.0 11.8 5.8 4.6 3.8 2.7 9.1 7.9 6.4 2.4 17.0 4.0 8.9 1.0 0.9 0.9 1.0 0.9 0.8 0.8 0.8 0.9 1.0 0.8 0.8 0.8 0.8 0.9 1.0 1.0 0.8 0.8 0.8 0.9 1.0 1.0 0.9 0.8 0.8 0.9 1.0 1.0 0.8 0.8 0.8 1.0 1.0 0.9 0.9 1.0 0.8 0.7 0.7 0.7 0.7 7.5 9.4 7.0 8.9 10.6 11.3 5.0 6.8 8.8 11.3 12.2 12.3 3.1 4.4 6.2 8.5 10.6 12.5 12.8 2.2 2.9 3.9 5.4 7.3 9.1 11.2 12.6 12.8 8.8 10.4 2.0 2.2 2.7 3.3 4.3 5.7 7.3 9.0 10.8 11.5 11.5 7.2 9.2 11.5 12.2 1.7 1.9 1.8 2.1 2.4 2.6 3.2 4.2 5.4 6.8 7.9 9.0 8.9 8.4 7.2 8.7 11.2 12.8 12.9 1.3 1.5 1.6 1.8 1.9 1.9 2.0 2.3 2.9 3.8 4.8 5.8 6.4 6.7 6.7 7.4 7.9 9.9 12.4 13.5 12.8 1.5 1.5 1.6 1.7 1.8 1.6 1.4 1.5 1.7 2.0 2.6 3.3 4.0 4.5 4.7 5.1 5.9 7.0 8.5 10.5 12.5 13.0 11.7 1.7 1.7 1.8 1.7 1.6 1.3 1.1 1.1 1.2 1.4 1.8 2.2 2.7 3.0 3.3 3.6 4.3 5.5 6.9 8.7 10.4 11.5 11.2 9.0 1.9 1.7 1.8 1.8 1.6 1.5 1.2 1.2 1.5 1.8 2.0 2.2 2.5 3.1 4.0 5.2 6.7 8.1 9.1 9.1 7.5 1.5 1.6 1.8 1.8 1.7 1.5 1.2 1.1 1.2 1.4 1.5 1.8 2.2 2.9 3.8 4.9 6.1 6.8 7.0 6.0 4.5 1.5 1.7 1.8 1.8 1.6 1.3 1.2 1.3 1.6 2.1 2.9 3.7 4.6 5.2 5.1 4.5 3.7 2.8 1.5 1.7 1.7 1.7 1.4 1.2 1.2 1.4 1.8 2.4 3.0 3.6 3.9 3.8 3.4 2.8 1.8 1.7 1.7 1.6 1.4 1.2 1.2 1.4 1.7 2.3 2.7 2.9 3.0 2.8 2.6 1.7 1.5 1.6 1.5 1.3 1.1 1.1 1.3 1.6 1.9 2.2 2.3 2.4 2.3 1.4 1.5 1.6 1.5 1.3 1.1 1.1 1.3 1.5 1.8 2.0 2.0 2.2 2.3 1.4 1.6 1.7 1.6 1.3 1.1 1.1 1.3 1.5 1.6 1.8 1.8 2.0 2.2 1.3 1.5 1.6 1.7 1.6 1.4 1.3 1.4 1.6 1.8 1.8 1.8 1.7 1.8 1.7 1.8 1.7 1.8 1.7 1.6 1.6 1.8 1.8 1.7 1.6 1.5 1.8 1.7 1.8 1.8 1.8 1.9 1.8 1.7 1.7 1.5 1.5 1.5 1.7 1.8 1.8 1.7 1.9 1.3 1.5 1.6 1.5 1.6 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.6 1.9 1.8 1.9 1.9 2.0 2.0 2.1 2.1 2.0 1.9 1.9 2.0 1.9 1.8 1.7 1.6 1.5 1.4 1.3 1.4 1.7 1.5 1.4 1.3 1.2 1.2 1.2 1.3 1.4 1.4 1.3 1.8 2.0 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.8 1.7 1.8 1.8 1.8 1.8 1.7 1.4 1.2 1.2 2.1 1.5 1.2 1.2 1.2 1.2 1.3 1.4 1.5 1.5 1.5 2.0 2.0 1.8 1.8 2.0 2.1 2.0 1.7 1.5 1.4 1.5 1.6 2.0 2.2 2.8 1.8 1.2 1.1 1.2 1.3 1.3 1.4 1.5 1.6 1.8 2.0 1.8 2.0 2.0 1.9 1.8 1.9 1.6 1.2 1.1 1.2 1.3 1.4 1.5 1.4 1.4 1.4 2.0 1.8 2.2 2.3 1.3 1.3 1.3 1.3 1.2 1.3 1.4 1.5 1.5 1.4 1.3 1.3 1.6 1.9 2.0 2.3 2.3 1.1 1.1 1.2 1.2 1.3 1.5 1.5 1.6 1.6 1.4 1.5 1.6 1.8 1.8 1.7 1.1 1.2 1.2 1.3 1.4 1.5 1.7 2.0 2.0 1.4 1.6 1.7 1.6 1.4 1.3 1.2 1.2 1.1 1.2 1.3 1.4 1.4 1.4 1.4 1.8 1.6 1.6 1.7 1.4 1.6 1.5 1.4 1.3 1.3 1.4 1.5 1.4 1.4 1.3 1.4 1.8 1.7 1.7 1.4 2.0 1.9 1.9 1.7 1.6 1.5 1.6 1.6 1.5 1.4 2.1 1.9 1.7 1.5 2.0 2.0 1.8 1.9 1.8 1.8 1.6 1.8 1.6 2.1 1.9 1.9 1.6 1.1 1.9 2.0 1.8 1.9 1.8 1.8 1.7 1.9 2.1 1.8 1.9 1.6 1.2 1.6 1.9 1.8 1.9 1.8 1.7 1.6 1.6 1.9 1.9 1.6 1.3 1.2 1.5 1.7 1.9 1.8 1.7 1.6 1.4 1.5 1.7 2.0 2.1 1.7 1.3 1.1 1.4 1.6 1.8 1.8 1.6 1.5 1.4 1.9 2.0 2.1 1.9 1.5 1.2 1.4 1.6 1.8 1.8 1.7 1.5 2.0 2.0 2.1 2.1 1.7 1.4 1.2 1.1 1.4 1.5 1.7 1.7 1.8 2.0 2.1 2.0 2.0 2.1 2.0 1.6 1.3 1.2 1.2 1.5 1.7 1.8 1.8 2.0 2.6 1.8 2.1 2.1 1.9 1.5 1.4 1.6 1.7 1.7 1.7 1.8 2.0 2.0 2.0 2.0 1.8 1.6 1.6 1.8 1.9 1.8 1.7 1.7 1.8 2.1 2.0 1.9 2.0 1.8 1.8 2.0 2.0 1.9 1.7 2.3 2.0 2.0 1.8 1.9 2.1 2.0 2.2 2.1 2.5 2.8 2.1 2.1 2.4 2.1 2.6 2.7 2.0 2.2 1.9 2.3 0.9 0.9 1.0 0.8 1.0 0.9 1.0 0.9 0.6 0.6 0.7 0.5 0.4 0.7 0.7 0.7 0.6 0.7 0.5 1.3 1.1 1.1 1.5 1.1 1.4 1.7 2.2 3.5 2.4 1.9 1.5 1.9 2.4 2.9 2.5 1.3 2.1 1.3 1.7 1.9 2.8 2.4 3.5 1.8 2.4 1.5 2.0 1.7 2.2 2.9 3.1 1.8 2.8 1.2 1.8 2.3 3.0 2.0 1.0 0.8 0.8 0.9 2.7 1.2 1.2 1.9 1.4 2.1 2.7 3.4 2.9 2.3 1.7 1.3 1.1 0.9 2.3 1.3 2.7 2.3 1.6 1.6 1.9 2.0 1.7 2.0 2.6 1.9 1.9 1.2 2.8 2.2 2.9 1.8 2.7 3.4 1.7 1.8 3.3 2.3 2.1 1.8 1.6 1.9 1.4 3.1 3.2 1.6 3.7 1.8 3.2 3.3 2.9 2.0 1.6 1.2 1.1 1.2 1.1 0.9 1.0 1.8 2.0 1.7 1.8 1.9 1.4 1.6 1.6 1.1 1.5 1.5 1.5 1.8 1.6 1.5 2.2 1.8 1.6 1.3 1.8 1.7 1.4 1.6 1.9 1.7 1.7 1.8 1.6 1.6 1.7 1.6 1.5 1.8 1.7 1.5 1.8 1.9 1.6 2.2 1.7 1.6 1.4 1.6 1.6 1.3 1.4 1.6 1.3 1.4 1.4 1.3 1.4 1.5 1.4 1.3 1.6 1.7 1.5 1.3 1.6 1.7 1.7 1.6 1.4 1.1 1.8 1.8 1.9 2.0 1.7 1.5 1.3 1.3 1.8 1.4 1.6 1.9 2.0 1.9 1.8 1.6 1.6 1.6 1.3 1.5 2.1 2.4 1.9 1.9 2.3 1.9 1.5 1.3 2.2 1.9 1.6 1.3 1.7 1.9 1.6 1.3 1.6 1.7 1.6 1.4 1.6 1.6 1.5 1.4 1.8 1.8 1.5 1.3 2.2 2.0 1.6 1.4 2.1 2.1 2.0 1.6 1.3 1.7 1.8 1.9 1.5 1.7 1.5 1.7 1.4 1.6 1.6 1.5 1.4 1.9 1.8 1.5 1.3 2.5 2.0 1.7 1.4 2.1 2.0 1.6 1.3 1.7 1.8 2.0 1.6 1.3 1.7 1.7 1.6 1.5 1.3 1.8 1.8 1.6 1.4 1.3 2.1 2.0 1.6 1.5 2.0 1.7 1.4 1.9 1.7 1.3 1.1 1.6 1.7 1.3 1.2 1.4 1.4 1.4 1.2 1.4 1.3 1.2 1.4 1.4 1.2 1.7 1.3 1.1 1.7 1.6 1.2 1.7 1.3 1.1 SITE LIGHTING NARRATIVE 1. THE PROPOSED BUILDING AND SITE LIGHTING SYSTEMS ARE DESIGNED FOR COMPLIANCE WITH THE SOUTH BURLINGTON LAND DEVELOPMENT REGULATIONS, SECTION 13.07 EXTERIOR LIGHTING AND THE CITY OF BURLINGTON, VT COMPREHENSIVE DEVELOPMENT ORDINANCE, SECTION 5.5.2 OUTDOOR LIGHTING. 2. ALL EXTERIOR BUILDING MOUNTED AND SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED VIA PHOTOCELL AND ASTRONOMICAL TIME CLOCK. LIGHTING SHALL HAVE CAPABILITIES TO BE REDUCED OR TURNED OFF AS DESIRED AFTER BUILDING OPERATING HOURS. 3. ALL SITE LIGHTING FIXTURES ARE DESIGNED TO BE FULL CUTOFF UNLESS OTHERWISE NOTED. SITE AREA LUMINAIRES ARE DESIGNED TO BE ARRANGED SUCH THAT THE RESULTING ILLUMINANCE WILL NOT AFFECT ADJACENT PROPERTIES OR PASSING MOTORISTS. 4. ANY PROPOSED LIGHT FIXTURES INSTALLED ON PRIVATE PROPERTY, ADJACENT TO THE PUBLIC RIGHT-OF-WAY, SHALL BE ORIENTED IN SUCH A MANNER OR LIMITED IN LUMEN OUTPUT TO PREVENT GLARE AND SHALL NOT EXCEED I.E.S. LIGHTING STANDARDS FOR DISABILITY GLARE. 5. FINAL LOCATIONS AND QUANTITIES OF LIGHTS MAY CHANGE WITH FINAL CONSTRUCTION DOCUMENTS; PHOTOMETRIC LEVELS WILL BE MAINTAINED. 6. COORDINATION WITH EXISTING LIGHTING TO REMAIN AND OTHER UTILITIES WILL BE FACTORED INTO THE DESIGN TO VERIFY THAT THERE ARE NO CONFLICTS. 7. CALCULATIONS USE A LIGHT LOSS FACTOR OF 0.9. (TYP.) XD1 (TYP.) XL1 (TYP.) XD2E (TYP.) XD1 15.02 15.02 XU1 XW3E XW3E XW3E XW3E XW3E XW3E XW3E XW3E XW1E XW2E XW2 XW2 XW2 XW2E XW2 XW2 XW2 XW2 XW2 XW2E (TYP.) XD2E XP1 XP1 XP4 XP4 XP4 XP4 XP4 XP1 XP2 XP2 XP2 XP4 XP4 XP4 XP3 XP3 XP3 XU1 XU1 XU1 XU1 XU1 XU1 XU1 XP3 XP3 XP3 XP3 XP3 XP3 XP3 XP3 XP1 XP3 XP4 XP4 XP4 XP4 XP1 XP1 (TYP.) XD2E T R U E N O R TH PROJECT NORTH © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET - ARCH E1 Permit/Seal YYYY.MM.DD 11-05-2021 PERMIT SET 11/4/2021 7:05:40 AMAs indicated <Pick location in Project Information>Stantec Architecture and Engineering P.C. 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com SITE LIGHTING AREA C 218421340 EA-103 SHEET NOTES 15.02 FIXTURE TYPE, LOCATIONS, AND QUANTITY ON FACADE AND CANOPIES MAY CHANGE IN LATER STAGES OF DESIGN TO ALIGN WITH ARCHITECTURAL CHANGES. PHOTOMETRIC VALUES SHOWN ON THIS PLAN SHALL BE MAINTAINED. 15.04 AIRFIELD LIGHTING TO BE PROVIDED BY OTHERS. 1" = 30'-0"EA-103 1 SITE LIGHTING PLAN - AREA C PHOTOMETRIC CALCULATION SUMMARY STATISTICAL AREA AVERAGE FOOTCANDLES (ACTUAL | IES REQ) MAXIMUM FOOTCANDLES (ACTUAL | IES REQ) MAX OR AVG / MIN RATIO (ACTUAL | IES REQ) PARKING LOT 1.9 | 2.0 3.9 | N/A 5:1 | 15:1 MAX LOADING DOCK 10.15 | 10.0 13.5 | N/A 3:1 | 3:1 MAX ROADWAY 1.69 | 1.0 3.2 | N/A 3:1 | 6:1 AVG BUILDING EGRESS 0.99 | 1.0 1.9 | N/A 2:1 | 2:1 AVG ENTRY CANOPY 6.65 | 4.0 17.1 | N/A 3:1 | 2:1 AVG PEDESTRIAN PATHWAY 1.68 | 1.0 3.9 | N/A 3:1 | 4:1 AVG 1 ISSUED FOR PERMIT 10.15.2021 2 REVISED 11.05.2021 D S G V 0.9 0.8 1.0 1.0 1.0 1.0 0.7 0.5 0.7 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 1.9 2.4 2.9 2.5 1.3 2.1 1.3 1.7 1.9 2.8 2.4 3.5 1.8 2.4 1.5 2.0 1.7 2.2 2.9 3.1 1.8 2.8 1.2 1.8 2.3 3.0 2.0 1.9 1.4 1.4 2.3 3.5 3.2 1.9 2.7 2.0 1.3 1.9 1.4 1.6 2.1 2.4 3.4 2.3 3.5 1.7 2.5 1.5 1.8 2.1 2.6 2.6 4.0 1.7 2.4 1.2 1.9 1.5 2.3 2.1 2.9 3.4 1.8 2.8 1.5 1.3 1.7 1.9 3.2 2.5 2.9 4.6 2.6 1.5 2.0 2.6 3.3 1.5 2.1 3.5 2.6 2.1 1.7 1.6 1.0 0.9 1.6 1.7 1.6 1.4 1.6 1.6 1.5 1.4 1.8 1.8 1.5 1.3 2.2 2.0 1.6 1.4 2.1 2.1 2.0 1.6 1.3 1.7 1.8 1.9 1.5 1.7 1.5 1.7 1.4 1.6 1.6 1.5 1.4 1.9 1.8 1.5 1.3 2.5 2.0 1.7 1.4 2.1 2.0 1.6 1.3 1.7 1.8 2.0 1.6 1.3 1.7 1.7 1.6 1.5 1.3 1.8 1.8 1.6 1.4 1.3 2.1 2.0 1.6 1.5 2.0 1.7 1.4 1.9 1.7 1.3 1.1 1.6 1.7 1.3 1.2 1.4 1.4 1.4 1.2 1.4 1.3 1.2 1.4 1.4 1.2 1.7 1.3 1.1 1.7 1.6 1.2 1.7 1.3 1.1 1.7 1.6 1.2 1.7 1.4 1.2 1.4 1.5 1.4 1.5 1.5 1.3 1.5 1.5 1.4 1.1 1.7 1.8 1.3 2.7 1.9 1.7 2.6 2.0 1.4 2.5 2.0 1.7 1.7 1.8 1.4 1.9 1.4 1.5 1.2 1.6 1.3 1.2 1.5 1.4 1.2 1.6 1.6 1.3 1.1 2.6 1.8 1.6 1.3 2.3 1.9 1.3 2.2 1.9 1.5 1.8 1.8 1.9 1.3 1.6 1.5 1.6 1.4 1.4 1.5 1.5 1.3 1.7 1.7 1.4 1.3 3.0 2.0 1.8 1.4 1.3 1.8 1.9 1.9 1.3 1.2 1.4 1.6 1.8 1.3 1.4 1.4 1.4 1.3 1.4 1.4 1.3 1.2 1.6 1.4 1.3 1.2 2.0 1.8 1.5 1.2 2.2 2.1 1.9 1.5 1.2 1.5 1.7 1.8 1.4 1.2 1.4 1.4 1.6 1.4 1.5 1.5 1.4 1.3 2.2 1.7 1.5 1.4 1.3 3.2 2.7 2.1 2.0 1.6 1.3 2.1 2.1 2.1 1.9 1.5 1.4 1.3 1.9 1.9 2.1 2.0 1.7 1.5 1.3 1.3 1.7 2.1 2.8 2.4 2.3 2.1 2.0 2.0 1.9 1.9 1.8 1.6 1.6 1.9 2.3 2.5 2.6 2.7 2.4 2.3 2.2 2.1 2.2 2.1 1.9 1.8 2.0 2.1 2.3 2.5 2.6 2.5 2.4 2.5 2.3 2.2 1.6 1.8 1.9 2.1 2.3 2.5 2.5 2.5 2.6 2.4 2.6 1.7 1.8 2.0 2.1 2.3 2.3 2.2 1.3 1.7 2.1 SITE LIGHTING NARRATIVE 1. THE PROPOSED BUILDING AND SITE LIGHTING SYSTEMS ARE DESIGNED FOR COMPLIANCE WITH THE SOUTH BURLINGTON LAND DEVELOPMENT REGULATIONS, SECTION 13.07 EXTERIOR LIGHTING AND THE CITY OF BURLINGTON, VT COMPREHENSIVE DEVELOPMENT ORDINANCE, SECTION 5.5.2 OUTDOOR LIGHTING. 2. ALL EXTERIOR BUILDING MOUNTED AND SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED VIA PHOTOCELL AND ASTRONOMICAL TIME CLOCK. LIGHTING SHALL HAVE CAPABILITIES TO BE REDUCED OR TURNED OFF AS DESIRED AFTER BUILDING OPERATING HOURS. 3. ALL SITE LIGHTING FIXTURES ARE DESIGNED TO BE FULL CUTOFF UNLESS OTHERWISE NOTED. SITE AREA LUMINAIRES ARE DESIGNED TO BE ARRANGED SUCH THAT THE RESULTING ILLUMINANCE WILL NOT AFFECT ADJACENT PROPERTIES OR PASSING MOTORISTS. 4. ANY PROPOSED LIGHT FIXTURES INSTALLED ON PRIVATE PROPERTY, ADJACENT TO THE PUBLIC RIGHT-OF-WAY, SHALL BE ORIENTED IN SUCH A MANNER OR LIMITED IN LUMEN OUTPUT TO PREVENT GLARE AND SHALL NOT EXCEED I.E.S. LIGHTING STANDARDS FOR DISABILITY GLARE. 5. FINAL LOCATIONS AND QUANTITIES OF LIGHTS MAY CHANGE WITH FINAL CONSTRUCTION DOCUMENTS; PHOTOMETRIC LEVELS WILL BE MAINTAINED. 6. COORDINATION WITH EXISTING LIGHTING TO REMAIN AND OTHER UTILITIES WILL BE FACTORED INTO THE DESIGN TO VERIFY THAT THERE ARE NO CONFLICTS. 7. CALCULATIONS USE A LIGHT LOSS FACTOR OF 0.9. XP1 XP1 XP4 XP4 XP4 XP4 XP4 XP4 XP1 XP3 XP4 XP4 XP4 T R U E N O R TH PROJECT NORTH © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET - ARCH E1 Permit/Seal YYYY.MM.DD 11-05-2021 PERMIT SET 11/4/2021 7:05:41 AMAs indicated <Pick location in Project Information>Stantec Architecture and Engineering P.C. 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com SITE LIGHTING AREA D 218421340 EA-104 1" = 30'-0"EA-104 1 SITE LIGHTING PLAN - AREA D PHOTOMETRIC CALCULATION SUMMARY STATISTICAL AREA AVERAGE FOOTCANDLES (ACTUAL | IES REQ) MAXIMUM FOOTCANDLES (ACTUAL | IES REQ) MAX OR AVG / MIN RATIO (ACTUAL | IES REQ) PARKING LOT 1.9 | 2.0 3.9 | N/A 5:1 | 15:1 MAX LOADING DOCK 10.15 | 10.0 13.5 | N/A 3:1 | 3:1 MAX ROADWAY 1.69 | 1.0 3.2 | N/A 3:1 | 6:1 AVG BUILDING EGRESS 0.99 | 1.0 1.9 | N/A 2:1 | 2:1 AVG ENTRY CANOPY 6.65 | 4.0 17.1 | N/A 3:1 | 2:1 AVG PEDESTRIAN PATHWAY 1.68 | 1.0 3.9 | N/A 3:1 | 4:1 AVG 1 ISSUED FOR PERMIT 10.15.2021 2 REVISED 11.05.2021 UP UP UP UP UP A-211 3_______ A-211 3_______ 1.53.55.5 4A-201 1A-2012A-201 3A-201A-211 1_______ A-211 1_______ A-211 2_______ A-211 2_______DOOR FRAME OPENING120'-0"100'-0"DOOR FRAME OPENING120'-0"20'-0"A-212 1_______A-212 1_______ A-212 2_______ A-212 2_______ EXISTING CONTINENTAL HANGAR A-212 3_______ A-212 3_______ A-223 1_______ A-221 2_______ A-222 2_______ A-221 1_______ A-601 1 A-603 1 A-221 3_______ A-606 1 A-602 117'-11 1/2"18'-6 1/2"20'-6 1/2"8'-2"30'-6"20'-6"24'-0"24'-0"24'-0"25'-0"73'-0"25'-0"25'-0"24'-0"24'-0"24'-0"25'-0"39'-0"34'-0"13.5 1 1 15 15 19 1920 CC DD FF GG H H II S1 C.5C.5 F.4 D.1 D.2 D.3 D.4 F.1 F.2 EE E.5 E.5 B A.5 A 14 9.5 8 7 6 5 4 3 2 F.3 S10S11 JJ B.8 19.1 17.1 13 13 12 11 11 10 9 9 S8 27'-11 1/2"50'-9"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"32'-8 1/2" 23'-6"23'-6"23'-6"23'-6"23'-6"23'-6"23'-6"23'-6"32'-7"31'-0"2'-9 1/2"170'-0"50'-0"170'-0"51'-0"28'-8 1/2"36'-6"12'-4 1/2"20'-2 1/2"17'-6"17'-6"20'-4 1/2"14'-7 1/2"23'-4"11'-8"17'-6"17'-6" SHIPPING & RECEIVING 150 TRASH & RECYCLE HOLD 152B NON-CONFORMING MATERIAL 153B TRASH & RECYCLE 152 MECH. 157 WATER 156 STAIR ST-2 ELEC. RM. 143 35'-11"27'-11 1/2"50'-9"47'-0"47'-0"47'-0"47'-0"185'-8 1/2" 7.5 17'-6"17'-6"17'-6"17'-6"17'-6"17'-6"15'-9"16'-11 1/2"A-750S 1 A-223 2_______59'-0"A-750N 1 QUALITY CONTROL 153 MAINTENANCE, TOOLING & CALIBRATION 155 G'G' FORK LIFTS TO SLAB TO SLABELEV=320'-0" H.7 WAR RM. 140 RESTROOMS 142 IDF 141 JAN. 142B FAL OVERFLOW 139 FAL OVERFLOW 147 MDF 136 DOUBLE SIDED RACKING, TYP. 154 KITTING OFFICE 151 A-750N 2 A-751 1 A-751 2 A-752S 1 WAR RM. 145 IDF 146 RESTROOMS 144 JAN. 144B STAIR ST-4 S3S5S6S4 S7 30'-0"30'-0"30'-0"30'-0"30'-0"52'-3 125/128" S2 K 82.41° 82.41° A-800 1 148 VAC. 149 AIR 138 AIR 137 VAC.MIN60' - 0"158 IDF 159 RESTROOMS A-604 1 A-222 1_______ 11.5 17 17 16 15.2 6'-5" 18 18 S9 D.5 D.6 F.5 F.6 4'-6 69/256"CELL 010 FAL1-C1 CELL 020 FAL1-C2 CELL 030 FAL1-C3 CELL 050 FAL1-C5 CELL 060 FAL1-C6 CELL 070 FAL1-C7 CARBON STAGING FAL1-CS BUFFER FAL1-B1 STATIC CELL FAL1-SC1 STATIC CELL FAL1-SC2 BUFFER FAL1-B2 CELL 080 FAL1-C8 CELL 010 FAL2-C1 CELL 020 FAL2-C2 CELL 030 FAL2-C3 CELL 050 FAL2-C5 CELL 060 FAL2-C6 CELL 070 FAL2-C7 CELL 080 FAL2-C8 BUFFER FAL2-B2 STATIC CELL FAL2-SC2 STATIC CELL FAL2-SC1 BUFFER FAL2-B1 CARBON STAGING FAL2-CS FORK LIFTS PR-203 1_______ PR-203 1_______ PR-203 2_______ PR-203 2_______ 1REF-B A-330 1 TRUE NORTHPROJECT NORTH © 2018 Stantec Project No. Scale Key Plan Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET - ARCH E1 Permit/Seal YYYY.MM.DD 10/15/2021 1:56:13 PM1/32" = 1'-0"<Pick location in Project Information>Stantec Architecture and Engineering P.C. 311 Summer StreetBoston, MA 02210-1723 Tel: (617) 234-3100www.stantec.com FLOOR PLAN - LEVEL 1 218421340 A-101 1/32" = 1'-0"A-101 1 FLOOR PLAN - LEVEL 1 ISSUED FOR PERMIT 2021.10.15 UP A-211 3_______ A-211 3_______ 1.53.55.5 4A-201 1A-2012A-201 3A-201A-211 1_______ A-211 1_______ A-211 2_______ A-211 2_______ A-212 1_______A-212 1_______ A-212 2_______ A-212 2_______ ROOF BELOW OPEN TO BELOW A-212 3_______ A-212 3_______ A-223 1_______ A-221 2_______ A-222 2_______ A-221 1_______ A-601 3 A-221 3_______ A-602 3 A-222 3_______ A-222 4_______ 13.5 1 1 15 15 19 1920 CC DD FF GG HH II S1 C.5C.5 F.4 D.1 D.2 D.3 D.4 F.1 F.2 EE E.5 E.5 B A.5 A 14 9.5 8 7 6 5 4 3 2 F.3 S10S11 JJ B.8 19.1 17.1 13 13 12 11 11 10 9 9 S830'-0 1/2"32'-7"31'-0"2'-9 1/2"170'-0"50'-0"170'-0"51'-0"28'-8 1/2"36'-6"73'-0"25'-0"24'-0"24'-0"24'-0"25'-0"25'-0"73'-0"25'-0"24'-0"24'-0"24'-0"20'-6"30'-6"8'-2"20'-6 1/2"18'-6 1/2"17'-11 1/2"27'-11 1/2"50'-9"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"32'-8 1/2" 15'-9"16'-11 1/2"17'-6"17'-6"17'-6"17'-6"17'-6"17'-6"17'-6"17'-6"20'-4 1/2"14'-7 1/2"23'-4"11'-8" 23'-6"23'-6"23'-6"23'-6"47'-0"23'-6"23'-6"12'-4 1/2"20'-2 1/2"35'-11"27'-11 1/2"50'-9"47'-0"47'-0"47'-0"47'-0"185'-8 1/2" 7.5 A-223 2_______ G'G' H.7 S3S5S6S4 S7 S2 K90.00°82.41° 8.82° 0' - 1" / 1' - 0" 30'-0"30'-0"30'-0"30'-0"30'-0"52'-3 125/128"90.00°90.00° 30'-0" A-800 1 102.00°A-230 3_______ ROOF ABOVE CORTEN EXTERIOR FINS, TYP. CORTEN EXTERIOR FINS, TYP. A-222 1_______ 11.5 17 17 16 15.2 18 18 28'-0" S9 D.5 D.6 F.5 F.6 6'-5"17'-6"17'-6" 1'-5 1/2"1'-5 1/2"1'-5 1/2" PR-203 1_______ PR-203 1_______ PR-203 2_______ PR-203 2_______ 1REF-B TRUE NORTHPROJECT NORTH © 2018 Stantec Project No. Scale Key Plan Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET - ARCH E1 Permit/Seal YYYY.MM.DD 10/15/2021 1:56:18 PM1/32" = 1'-0"<Pick location in Project Information>Stantec Architecture and Engineering P.C. 311 Summer StreetBoston, MA 02210-1723 Tel: (617) 234-3100www.stantec.com FLOOR PLAN - LEVEL 2 218421340 A-102 1/32" = 1'-0"A-102 1 FLOOR PLAN - LEVEL 2 ISSUED FOR PERMIT 2021.10.15 UP A-211 3_______ A-211 3_______ 1.53.55.5 4A-201 1A-2012A-201 3A-201A-211 1_______ A-211 1_______ A-211 2_______ A-211 2_______ 36'-2 11/16" A-212 1_______A-212 1_______ A-212 2_______ A-212 2_______ ROOF ABOVE LIGHT MONITOR W/ WOOD SEAT SURROUND, TYP. A-212 3_______ A-212 3_______ A-223 1_______ A-221 2_______ A-222 2_______ A-221 1_______ A-601 2 A-603 2 A-221 3_______ A-602 2 A-222 3_______ A-222 4_______ 13.5 1 1 15 15 19 1920 CC DD FF GG HH II S1 C.5C.5 F.4 D.1 D.2 D.3 D.4 F.1 F.2 EE E.5 E.5 B A.5 A 14 9.5 8 7 6 5 4 3 2 F.3 S10S11 JJ B.8 19.1 17.1 13 13 12 11 11 10 9 9 S8 ST-2 STAIR 30'-0 1/2"32'-7"31'-0"2'-9 1/2"170'-0"50'-0"170'-0"51'-0"28'-8 1/2"36'-6"24'-0"24'-0"25'-0"25'-0"24'-0"24'-0"24'-0"25'-0"25'-0"24'-0"24'-0"25'-0"25'-0"24'-0"24'-0"24'-0"20'-6"30'-6"8'-2"20'-6 1/2"18'-6 1/2"17'-11 1/2"27'-11 1/2"50'-9"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"32'-8 1/2" 15'-9"16'-11 1/2"17'-6"17'-6"17'-6"17'-6"17'-6"17'-6"35'-0"20'-4 1/2"14'-7 1/2" 23'-6"23'-6"23'-6"23'-6"23'-6"23'-6"23'-6"23'-6"12'-4 1/2"20'-2 1/2"35'-11"27'-11 1/2"50'-9"47'-0"47'-0"47'-0"47'-0"185'-8 1/2" 7.5 A-223 2_______ G'G' OPEN TO BELOW CATWALK OPEN TO BELOW H.7 AIR ROTATION UNIT, TYP. EXISTING CONTINENTAL HANGAR MIN60' - 0"S3S5S6S4 S7 S2 1 1 8 .2 5 °97.59°97.59°K 30'-0"30'-0"30'-0"30'-0"30'-0"52'-3 125/128" A-800 1 A-230 1 A-230 3_______ A-231 1 CORTEN EXTERIOR FINS, TYP. CORTEN EXTERIOR FINS, TYP. 335 RESTROOMSA-604 2 17'-6"17'-6" TO SLAB TO SLABELEV=340'-0" A-222 1_______ 11.5 17 17 16 15.2 18 18 23'-4"11'-8"6'-5" S9 D.5 D.6 F.5 F.6 PR-203 1_______ PR-203 1_______ PR-203 2_______ PR-203 2_______ 1REF-B TRUE NORTHPROJECT NORTH © 2018 Stantec Project No. Scale Key Plan Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET - ARCH E1 Permit/Seal YYYY.MM.DD 10/15/2021 1:56:16 PM1/32" = 1'-0"<Pick location in Project Information>Stantec Architecture and Engineering P.C. 311 Summer StreetBoston, MA 02210-1723 Tel: (617) 234-3100www.stantec.com FLOOR PLAN - MEZZANINE 218421340 A-101M 1/32" = 1'-0"A-101M 1 FLOOR PLAN - MEZZANINE ISSUED FOR PERMIT 2021.10.15 UP UP UP UP UP A-211 3_______ A-211 3_______ 1.53.55.5 4A-201 1A-2012A-201 3A-201A-211 1_______ A-211 1_______ A-211 2_______ A-211 2_______ A-212 1_______A-212 1_______ A-212 2_______ A-212 2_______ A-212 3_______A-212 3_______ A-223 1_______ A-221 2_______ A-222 2_______ A-221 1_______ A-221 3_______ LINEAR SKYLIGHT WITH OPERABLE UNITS, TYP. LINEAR SKYLIGHT WITH OPERABLE UNITS, TYP. ROOF TERRACE ROOF BELOW A-222 3_______ A-222 4_______ 13.5 0' - 0 1/4" / 1' - 0" 1 1 15 15 19 1920 CC DD FF GG HH II S1 C.5C.5 F.4 D.1 D.2 D.3 D.4 F.1 F.2 EE E.5 E.5 B A.5 A 14 9.5 8 7 6 5 4 3 2 F.3 S10S11 JJ B.8 19.1 17.1 13 13 12 11 11 10 9 9 S830'-0 1/2"32'-7"31'-0"2'-9 1/2"170'-0"50'-0"170'-0"51'-0"28'-8 1/2"36'-6"73'-0"25'-0"24'-0"24'-0"24'-0"25'-0"25'-0"73'-0"25'-0"24'-0"24'-0"24'-0"20'-6"30'-6"8'-2"20'-6 1/2"18'-6 1/2"17'-11 1/2"27'-11 1/2"50'-9"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"32'-8 1/2" 15'-9"16'-11 1/2"17'-6"17'-6"17'-6"17'-6"17'-6"17'-6"35'-0"20'-4 1/2"14'-7 1/2"52'-11 21/32" 23'-6"23'-6"23'-6"47'-0"23'-6"23'-6"12'-4 1/2"20'-2 1/2"35'-11"27'-11 1/2"50'-9"47'-0"47'-0"47'-0"47'-0"185'-8 1/2" 7.5 A-223 2_______ G'G' H.P. H.P. H.P. EXPANSION JOINT BETWEEN MANUFACTURING & SUPPORT -SEE STRUCTURAL H.7 17'-6"17'-6" S3S5S6S4 S7 S2 K RD RD RD L.P. OFD OFD OFD A-800 1 A-230 3_______0' - 0 1/4" / 1' - 0"0' - 0 1/4" / 1' - 0"0' - 0 5/16" / 1' - 0"0' - 0 5/16" / 1' - 0"0' - 0 5/16" / 1' - 0"0' - 0 5/16" / 1' - 0"0' - 0 3/8" / 1' - 0"0' - 0 3/8" / 1' - 0"30'-0"30'-0"30'-0"30'-0"30'-0"52'-3 125/128" RD OFD RD OFD RD RD RD L.P. OFD OFD OFD RD OFD RD OFD RD RD RD L.P. OFD OFD OFD RD OFD RD OFD RD RD RD L.P. OFD OFD OFD RD OFD RD OFD SKYLIGHT BENCHES, TYP. A-222 1_______0' - 0 5/16" / 1' - 0"11.5 17 17 16 15.2 18 18 S9 D.5 D.6 F.5 F.6 3A-3112A-311 6'-2 1/2"440'-0"6'-2 1/2" 6'-2 1/2"440'-0"6'-2 1/2"20'-0"75'-0"75'-0"20'-0"PR-203 2_______ PR-203 2_______ 1REF-B 2A-330A-320 2 23'-4"11'-8"6'-5"TRUE NORTHPROJECT NORTH © 2018 Stantec Project No. Scale Key Plan Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET - ARCH E1 Permit/Seal YYYY.MM.DD 10/15/2021 1:56:22 PM1/32" = 1'-0"<Pick location in Project Information>Stantec Architecture and Engineering P.C. 311 Summer StreetBoston, MA 02210-1723 Tel: (617) 234-3100www.stantec.com ROOF DRAINAGE PLAN 218421340 A-103 1/32" = 1'-0"A-103 1 ROOF DRAINAGE PLAN ISSUED FOR PERMIT 2021.10.15 UP UP UP UP UP A-211 3_______ A-211 3_______ 1.53.55.5 4A-201 1A-2012A-201 3A-201A-211 1_______ A-211 1_______ A-211 2_______ A-211 2_______ A-212 1_______A-212 1_______ A-212 2_______ A-212 2_______ PV ARRAY- 3'-4" WIDE AT 90 DEGREES W/ 5 DEGREE TILT, TYP. LINEAR SKYLIGTH WITH FIXED ALUMINUM AUN SHADE AT INTERIOR SIDE, TYP. LINEAR SKYLIGTH WITH FIXED ALUMINUM AUN SHADE AT INTERIOR SIDE, TYP 20'-0" ROOF BELOW A-212 3_______ A-212 3_______ A-223 1_______ A-221 2_______ A-222 2_______ A-221 1_______ A-221 3_______12'-0"ROOF HATCH A-222 3_______ A-222 4_______ 13.5 1 1 15 15 19 1920 CC DD FF GG HH II S1 C.5C.5 F.4 D.1 D.2 D.3 D.4 F.1 F.2 EE E.5 E.5 B A.5 A 14 9.5 8 7 6 5 4 3 2 F.3 S10S11 JJ B.8 19.1 17.1 13 13 12 11 11 10 9 9 S830'-0 1/2"32'-7"31'-0"2'-9 1/2"170'-0"50'-0"170'-0"51'-0"28'-8 1/2"36'-6"73'-0"25'-0"24'-0"24'-0"24'-0"25'-0"25'-0"73'-0"25'-0"24'-0"24'-0"24'-0"20'-6"30'-6"8'-2"20'-6 1/2"18'-6 1/2"17'-11 1/2"27'-11 1/2"50'-9"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"35'-0"12'-0"32'-8 1/2" 15'-9"16'-11 1/2"17'-6"17'-6"17'-6"17'-6"17'-6"17'-6"35'-0"20'-4 1/2"14'-7 1/2"23'-4"11'-8" 23'-6"23'-6"23'-6"23'-6"47'-0"23'-6"23'-6"12'-4 1/2"20'-2 1/2"35'-11"27'-11 1/2"50'-9"47'-0"47'-0"47'-0"47'-0"185'-8 1/2" 7.5 A-223 2_______ G'G' ROOF HATCH 17'-6"17'-6" H.7 S3S5S6S4 S7 S2 K A-800 1 A-230 3_______ 30'-0"30'-0"30'-0"30'-0"30'-0"52'-3 125/128" 6'-0"12'-0"6'-0" RD RD RD L.P. OFD OFD OFD RD OFD RD OFD RD RD RD L.P. OFD OFD OFD RD OFD RD OFD RD RD RD L.P. OFD OFD OFD RD OFD RD OFD RD RD RD L.P. OFD OFD OFD RD OFD RD OFD EXPANSION JOINT BETWEEN MANUFACTURING & SUPPORT -SEE STRUCTURAL SKYLIGHT BENCHES, TYP. A-222 1_______ 134'-6 27/128"1'-1 13/16"442'-0" 174'-5 9/128" 11.5 17 17 16 15.2 18 18 6'-5" S9 D.5 D.6 F.5 F.6 3A-3112A-311 PR-203 2_______ PR-203 2_______ 1REF-B 2A-330TRUE NORTHPROJECT NORTH © 2018 Stantec Project No. Scale Key Plan Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET - ARCH E1 Permit/Seal YYYY.MM.DD 10/15/2021 1:56:25 PM1/32" = 1'-0"<Pick location in Project Information>Stantec Architecture and Engineering P.C. 311 Summer StreetBoston, MA 02210-1723 Tel: (617) 234-3100www.stantec.com ROOF PLAN 218421340 A-104 1/32" = 1'-0"A-104 1 HIGH ROOF PLAN ISSUED FOR PERMIT 2021.10.15 © 2018 Stantec Project No. Scale Key Plan Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET - ARCH E1 Permit/Seal YYYY.MM.DD 10/15/2021 1:58:01 PM<Pick location in Project Information>Stantec Architecture and Engineering P.C. 311 Summer StreetBoston, MA 02210-1723 Tel: (617) 234-3100www.stantec.com BUILDING PERSPECTIVES 218421340 A-200A-200 3 PERSPECTIVE - WEST A-200 1 PERSPECTIVE - SOUTH A-200 2 PERSPECTIVE - EAST A-200 4 PERSPECTIVE - NORTH 1 2 3 4 ISSUED FOR PERMIT 2021.10.15 LEVEL 1 320'-0" A-211 3_______ A-211 3_______ MEZZANINE 340'-0" LEVEL 2 354'-0" L.P. OF LOW ROOF 368'-0" H.P. OF HIGH ROOF 375'-0" 1.5 3.5 5.5 A-211 1_______ A-211 1_______A-211 2_______ A-211 2_______ PV ARRAY ON ROOF, TYP. INSULATED METAL PANEL WALL CLADDING W/ 6" ACCENT FINS, TYP. OVERHEAD ROLL UP DOOR -AT SHIPPING & RECEIVING A-221 1_______ 13.5 1 15 1914 9.5 8765432 17.1 131211109 7.5 OVERHEAD ROLL UP DOORS -AT SHIPPING & RECEIVING DINING 325'-0"GT-0012_________________ TRIPLE GLAZED WINDOW SYSTEM, TYP. 11.5 1716 15.2 18 W1C W1B W1A W1C W1B W1A W1C W1B W1B W1A W1C W1C W1B W1A W1C PR-203 2_______ PR-203 2_______ LEVEL 1 320'-0" MEZZANINE 340'-0" LEVEL 2 354'-0" L.P. OF LOW ROOF 368'-0" H.P. OF HIGH ROOF 375'-0" A-212 1_______ A-212 1_______ A-212 2_______ A-212 2_______ CORTEN STEEL FINS, TYP. EXTENT OF LEVEL 1, SHOWN DASHED INSULATED METAL PANEL WALL CLADDING W/ 6" ACCENT FINS PV ARRAY ON ROOF, TYP LINEAR SKYLIGHT WITH FIXED ALUMINUM SUN SHADE AT INTERIOR SIDE, TYP. LINEAR SKYLIGHT WITH FIXED ALUMINUM SUN SHADE AT INTERIOR SIDE, TYP. A-212 3_______ A-212 3_______A-223 1_______ A-222 4_______ C D F G H I C.5 F.4D.1 D.2 D.3 D.4 F.1 F.2 E E.5 B A.5 A F.3 J B.8 A-223 2_______G' H.7 DINING 325'-0" A-230 4 TRIPLE GLAZED CURTAIN WALL SYSTEM, SSG TYP. CONTINUOUS BLADE PROJECTED LOUVER D.5 D.6 F.5 F.6 LEVEL 1 320'-0" A-211 3_______ A-211 3_______ MEZZANINE 340'-0" LEVEL 2 354'-0" L.P. OF LOW ROOF 368'-0" H.P. OF HIGH ROOF 375'-0" A-211 1_______ A-211 1_______ A-211 2_______ A-211 2_______ TRIPLE GLAZED CURTAIN WALL SYSTEM, SSG TYP. LINEAR SKYLIGHT WITH FIXED ALUMINUM SUN SHADE AT INTERIOR SIDE, TYP. CORTEN STEEL FINS, TYP.INSULATED METAL PANEL WALL CLADDING W/ 6" ACCENT FINS TRIPLE GLAZED WINDOW SYSTEM, TYP. EXTENT OF LEVEL 1, SHOWN DASHED A-222 2_______ A-222 3_______ 11519206 S10S11 12 S8 DINING 325'-0"A-231 2 GLASS GUARD RAIL FLAT LOCK METAL RAINSCREEN AT RECESSED WALL CORTEN STEELFINS, TYP. A-222 1_______ 17 1618 S9 W1BW1BW1C W1A W1A W1C W1B W1CW1D R1B R1C R1B R1C R1A R1C R1B R1C R1B R1A R1C R1B R1B R1A R1B R1C R1C R1AR1AR1AR1B W1B W1B W1A W1C W1B W1B W1A W1C W1B CW1B CW1A CW2C CW2C PR-203 2_______ PR-203 2_______ LEVEL 1 320'-0" MEZZANINE 340'-0" LEVEL 2 354'-0" L.P. OF LOW ROOF 368'-0" H.P. OF HIGH ROOF 375'-0" A-212 1_______ A-212 1_______36'-0"A-212 2_______ A-212 2_______ TRIPLE GLAZED CURTAIN WALLSYSTEM - SSG TYP. GLASS GUARD RAIL INSULATED METAL PANEL WALL CLADDING W/ 6" ACCENT FINS, TYP. TRANSLUCENT SLIDING DOORS W/ GLAZED LOWER PANELS, TYP. INSULATED METAL PANEL WALL CLADDING W/ 6" ACCENT FINS, TYP. PV ARRAY ON ROOF, TYP.LINEAR SKYLIGHT WITH FIXED ALUMINUM SUN SHADE AT INTERIOR SIDE, TYP. LINEAR SKYLIGHT WITH FIXED ALUMINUM SUN SHADE AT INTERIOR SIDE, TYP.36'-0"A-212 3_______ A-212 3_______ A-221 2_______ A-221 3_______ CDFGHI C.5 E E.5 J G' DINING 325'-0" TRIPLE GLAZED CURTAIN WALLSYSTEM - SSG TYP.55'-0"CW1A CW2B © 2018 Stantec Project No. Scale Key Plan Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET - ARCH E1 Permit/Seal YYYY.MM.DD 10/15/2021 1:58:09 PM<Pick location in Project Information>Stantec Architecture and Engineering P.C. 311 Summer StreetBoston, MA 02210-1723 Tel: (617) 234-3100www.stantec.com BUILDING ELEVATIONS 218421340 A-201 1" = 20'-0"A-201 4 BUILDING ELEVATION - WEST LOADING 1" = 20'-0"A-201 1 BUILDING ELEVATION - SOUTH ENTRANCE 1" = 20'-0"A-201 2 BUILDING ELEVATION - EAST 1" = 20'-0"A-201 3 BUILDING ELEVATION - NORTH RUNWAY 1 3 2 4 ISSUED FOR PERMIT 2021.10.15 © 2018 Stantec Project No. Scale Key Plan Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET - ARCH E1 Permit/Seal YYYY.MM.DD 10/15/2021 1:58:10 PM<Pick location in Project Information>Stantec Architecture and Engineering P.C. 311 Summer StreetBoston, MA 02210-1723 Tel: (617) 234-3100www.stantec.com RENDERED ELEVATIONS 218421340 A-202 1" = 20'-0"A-202 1 RENDERED ELEVATION - NORTH RUNWAY 1" = 20'-0"A-202 2 RENDERED ELEVATION - WEST LOADING 1 2 ISSUED FOR PERMIT 2021.10.15 © 2018 Stantec Project No. Scale Key Plan Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET - ARCH E1 Permit/Seal YYYY.MM.DD 10/15/2021 1:58:11 PM<Pick location in Project Information>Stantec Architecture and Engineering P.C. 311 Summer StreetBoston, MA 02210-1723 Tel: (617) 234-3100www.stantec.com RENDERED ELEVATIONS 218421340 A-203 1" = 20'-0"A-203 2 RENDERED ELEVATION - EAST 1" = 20'-0"A-203 1 RENDERED ELEVATION - SOUTH ENTRANCE ISSUED FOR PERMIT 2021.10.15 1 2 LEVEL 1 320'-0" MEZZANINE 340'-0" LEVEL 2 354'-0" L.P. OF LOW ROOF 368'-0" H.P. OF HIGH ROOF 375'-0"36'-0"7'-0"14'-0"14'-0"20'-0"C D F G H I C.5 E E.5 G' EXPANSION JOINT 58'-6 73/128"DINING 325'-0" MECHANICAL ASSEMBLY OFFICE 75'-0"20'-0"75'-0"75'-0"20'-0"75'-0" LEVEL 1 320'-0" MEZZANINE 340'-0" LEVEL 2 354'-0" L.P. OF LOW ROOF 368'-0" H.P. OF HIGH ROOF 375'-0"7'-0"14'-0"14'-0"20'-0"75'-0"20'-0"75'-0" C D F G H IEBG' 6" EXPANSION JOINT H.7 2'-9 1/2" DINING 325'-0" TO STEEL TO STEEL ELEV=372'-9" TO STEEL TO STEELELEV=374'-1 7/8" 12" FOR PURLINS LAINCO TRUSS H.P. L.P. 75'-0"20'-0"75'-0" LEVEL 1 320'-0" MEZZANINE 340'-0" LEVEL 2 354'-0" L.P. OF LOW ROOF 368'-0" H.P. OF HIGH ROOF 375'-0" A-602 4 A-320 1 7'-0"14'-0"14'-0"20'-0"C D F G H IEBA JG' EXPANSION JOINT H.7 DINING 325'-0" LOADING ASSEMBLY OFFICE75'-0"20'-0"75'-0"75'-0"20'-0"75'-0" © 2018 Stantec Project No. Scale Key Plan Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET - ARCH E1 Permit/Seal YYYY.MM.DD 10/15/2021 1:58:16 PM<Pick location in Project Information>Stantec Architecture and Engineering P.C. 311 Summer StreetBoston, MA 02210-1723 Tel: (617) 234-3100www.stantec.com BUILDING SECTIONS 218421340 A-211 3/64" = 1'-0"A-211 3 BUILDING SECTION - GRID 1 3/64" = 1'-0"A-211 2 BUILDING SECTION - GRID 12 3/64" = 1'-0"A-211 1 BUILDING SECTION - GRID 16 1 2 3 1 2 3 ISSUED FOR PERMIT 2021.10.15 LEVEL 1 320'-0" MEZZANINE 340'-0" LEVEL 2 354'-0" L.P. OF LOW ROOF 368'-0" H.P. OF HIGH ROOF 375'-0" 1.53.55.513.5 7'-0"14'-0"14'-0"20'-0"1151914 9.5 8 7 6 5 4 3 2 17.1 13 12 11 10 9 7.5 DINING 325'-0" 11.5 17 16 15.2 18 LEVEL 1 320'-0" MEZZANINE 340'-0" LEVEL 2 354'-0" L.P. OF LOW ROOF 368'-0" H.P. OF HIGH ROOF 375'-0" 1.53.55.513.5 7'-0"14'-0"14'-0"20'-0"1151914 9.5 8 7 6 5 4 3 2 17.1 13 12 11 10 9 7.5 DINING 325'-0" 11.5 17 16 15.2 18 LEVEL 1 320'-0" MEZZANINE 340'-0" LEVEL 2 354'-0" L.P. OF LOW ROOF 368'-0" H.P. OF HIGH ROOF 375'-0"7'-0"14'-0"14'-0"20'-0"11519206S10S1112S8 DINING 325'-0" 11.5171615.218 S9 © 2018 Stantec Project No. Scale Key Plan Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET - ARCH E1 Permit/Seal YYYY.MM.DD 10/15/2021 1:58:22 PM<Pick location in Project Information>Stantec Architecture and Engineering P.C. 311 Summer StreetBoston, MA 02210-1723 Tel: (617) 234-3100www.stantec.com BUILDING SECTIONS 218421340 A-212 3/64" = 1'-0"A-212 2 BUILDING SECTION - GRID E.5 3/64" = 1'-0"A-212 3 BUILDING SECTION - GRID D 3/64" = 1'-0"A-212 1 BUILDING SECTION - GRID H 1 2 3 1 2 3 ISSUED FOR PERMIT 2021.10.15