Loading...
HomeMy WebLinkAboutSD-21-28 - Plans - Record - 3070 Williston RoadDDDSDDSDSDSDSDSDDSDSDSDSD SDSDDDDSDSDDDSDDSDDSDDDDD SDSDSDSDD D D SDSDSDSDFDFDFDFDFDFDFDFDSDSDSDSDDSDDD D D D D D U D UDX X X XXXXXXXXXXS E B B WV WV E WVWV S OSW S WV S WV WV W WV WV WV WV B B SVENT PIPE BROWN ANIMAL HOSPITAL GARAGE DOOR A-9 A-14 A-17 A-2 A-11 A-18 A-1 START A-6 A-7 A-4 A-8 A-3 A-15 A-19 A-12 A-16 A-5 A-13 A-10 EL PANELMULTIPLE DROPSW/ METER & SHUTOFF BREAKER CONC. WALK WOO D S T E P S 10'DIA BOULDER/4'AG BLUE BOULDERS CENTER 10' WIDEGARAGE DOORSILL 318.3 CENTER 3'WIDE DOORSILL 318.3 CONCRETE BLUE BLUE BLUE CENTER 3'WIDE DOORSILL 318.3 STEPSGRAVEL GRAVEL GRAVEL CONCRETE WOODS WOODS WOODS BRUSH WOODS WOODS CONDUIT2' TALL CONDUIT2' TALL X X X X XCENTER 3'WIDE DOORSILL 318.3 BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE 20' WIDE C WD EASEMENT20' WIDE C WD E A S E M E N T100' WIDE GMP EASEMENT100' WIDE GMP EASEMENT20' WIDE EASEMENT30' WIDE SEWER FORCE MAIN EASEMENTEXISTING STATE HWY ROW EXISTING STATE HWY ROW EXISTING STATE HWY ROW EXISTING STATE HWY ROW EXISTING STATE HWY ROW EXISTING STATE HWY ROW30' 20' WIDE EASEMENT20' WIDE EASEMENTOSW EL OUTLET0.5'AG 128A LI1DROP EL METER5.5'AG 97522121 TELPED EL BOX 3'WIDE/1'TALLDRAINAGE OPENING TEL PED4'TALL KEYPAD ppp ppppp p p p p p p p ppp p p pp pppppppppppppppp pppppppppppppp p pppp pp pppppppppppppppppppppppppppppppppppppppppppppppppp p TOFATOFAOHE OHE OHE OHE OHE OHEWWW W W W FMFMFMS S S S WW W S \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\drawing\Exhibit\179450350_EX-200A_project_site_pln.dwg4/22/2022 11:27 AM By: Merkle, Geoffrey© 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. EXHIBIT OVERALL SITE PLAN (A-BUILD) EX-200A As indicated \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\drawing\Exhibit\179450350_EX-200A_project_site_pln.dwg4/22/2022 11:27 AM By: Merkle, Geoffrey© 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. 2022.04.09ISSUED 2022.04.19REVISED - ADDED PIPING 2022.04.22REVISED - REMOVED PARKING STALL \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\drawing\Exhibit\179450350_EX-200A_project_site_pln.dwg, EX-200A, 4/22/2022 11:29:00 AM \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\drawing\sheet_files_permit_fullbuild\179450350_cw-501_util_dtls.dwg1/30/2022 3:13 PM By: Borkowski, Vanessa© 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. PERMIT SET 01-31-2022 ISSUED FOR PERMIT 2021.10.15 REVISED 2021.11.05 REVISED 2022.01.04 REVISED 2022.01.18 REVISED 2022.01.31 WATER AND SEWER DETAILS CW-501 As indicated XXXXXXXXXXXXXXXXXXXXXBBWVWVBBBBBBBBBBBWVWVSOSWSWVSWVWVWWVWVWVWVDDDWBBB57"DIABROWN ANIMAL HOSPITALGAT E 4"CEDAR4"CEDAR4"CEDAR12"DIA7"MAPLE40"SPRUCE37"ASH15"ASH8"MAPLE(3)WOODEN GATE POST9"LOCUST0.1'DIA METAL 3.5'TALLWOODEN GATE POST17"OAK18"ELM(2)CONC BARRIERSMETAL PLATFORMCONC BARRIERSPATIO DISPLAY AREACONC BARRIERS 14"PINE20"PINE30"HORNBEAM14"MAPLE4"CEDAR22"HORNBEAM25"HORNBEAM16"HORNBEAM28"HORNBEAM30"HORNBEAM7"ASH(3)YIELD/PERMIT PARKING ONLYCONC BARRIERSCONC BARRIERS4"LOCUST(3)4"CEDAR4"CEDAR4"CEDAR4"CEDAROL D F U E L S T O R A G E T A N K 29"SPRUCECONC BASE/FILL AREA12"DIA16"DIA12"DIA7"MAPLE(3)CONC BARRIERCOMMERCIAL SALES15"MAPLE(3)44"SPRUCE26"SPRUCE26"PINE27"SPRUCE12"CEDAR(2)GATE 8"OAK(2)CONC BARRIERS18"DIA(2)GREEN MOUNTAIN FLIGHT ACADEMYONE WAY4"CEDARGARAGE DOOR5/8"REBAR 0.6'AGLEANING/STABLE/SHOT POE4"X4"CONC 0.5'BGBROKEN/STABLE5/8"REBAR 0.5'AGLEANING/STABLE/SHOT POE5/8"REBAR 0.5'AGLEANING/STABLE/SHOT POE5/8"REBAR 0.7'AGLEANING/STABLE/SHOT POEVSE822 MAGHUBN 715488.664E 1472772.821EL 336.095VSE810 MAGHUBN 715699.276E 1473095.279EL 335.41410'DIA BOULDER/4'AGMETAL FENCE POSTLARGE 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 333.5XEXISTING LEASE LINEEXISTING LEASE LINE EXISTING LEASE LINE EXISTING LEASE LINEEXISTING LEASE LINEEXISTING LEASE LINE EXISTING LEASE LINE30' WIDE SEWER FORCE MAIN EASEMENT EXISTING SHARED ROW LINE EXISTING SHARED ROW LINE EXISTING SHARED ROW LINE EXISTING SHARED ROW LINE EXIS T I N G S H A R E D R O W L I N E EXIST I N G S H A R E D R O W L I N E 30' WIDE SEWER FORCE MAIN EASEMENT 30' WIDE SEWER FORCE MAIN EASEMENT EXISTING LEASE LINE SM & S REALTY(PETE'S RV CENTER)LESSEESM & S REALTY(PETE'S RV CENTER)LESSEERP & DP PROPERTIES, LLCLESSEECHAMPLAIN VALLEY HARDSCAPESUBLESSEERP & DP PROPERTIES, LLCLESSEECHAMPLAIN VALLEY HARDSCAPESUBLESSEERP & DP PROPERTIES, LLCLESSEEWILLISTON WHEELSSUBLESSEEEXISTING LEASE LINE EXIS T I N G L E A S E LINE PINK PAINT UNK?OSWOSWTELPED3'WIDE/1'TALLDRAINAGE OPENINGTEL PED4'TALLTEL PED4'TALLppppppppppppppppppppppppppppppppppppppppppppp ppppppppppppppppppppppppppppppppppppppppppppppppppppppWS WWWWWWW WWWWWWWWWWWWWWSW W WSSOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSDSDSDSDDDDSD SD SD DSDSDSDSDDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD DSDSDDSDDSD SDSDSD SD SD SD SD SD SD SD DDSDSDSDSD DSDSDSDSD SDSDSDSDSDDSDSDSDSDSDSDSDD DSDDDSDSDSDSDSDSD SDSD SD SDSD SD SDDSDSDDSD SDSDDSD SD SD W W W W FDFDFDFDFDFDFDFDFDFD FDFD FDFDFDFDFDFDFDFDFDFDFD FDFDFDFDFDFD FDSD SDSDSDSDSDSDSD SD SD SD SDSDDSDSDSDSD SDSDSDSDSDSDSDSDS D SD SD SDSDSD SDSDSDDSDSDSDSDDSDDSDSDSDDSDSDSDUDUDUDUDUDUDUDUDUD UDUDUDUD SDSDDSDSDSDDDFDFDFDUDUDUDUDUDUDUDFDFD FDSD SD LEVEL 2 MEZZANINE AS NOTEDEROSION ANDSEDIMENT CONTROLPLANC-071XISSUED FOR PERMIT2021.10.15V:\1794\active\179450350\transportation\drawing\sheet_files_permit_fullbuild - Parking_Removed\179450350_c-070_c-071_ESPC_Pln.dwg5/27/2022 8:47 AM By: Gouger, David© 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 SET05-26-2022ISSUED FOR PERMIT2021.10.15REVISED2021.11.05REVISED2022.01.04REVISED2022.01.18REVISED2022.01.31REVISED2022.02.15REVISED2022.05.26 LEVEL 2 MEZZANINE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE OHEUGCUGCUGCFMFMFMFMFMFMFMUGE UGE UGE UGCUGC UGC UGCUGCUGCUGCUGEUGEUGE UGE UGE UGESMH TMHTMH TMH UGCUGCTMHMHMHMH MHMHMH MHTHHUGEUGEUGEUGEUGE UGE UGEUGEUGEUGCUGCUGCUGCUGCUGCUGCMH UG E U G E U G E U G E U G EUG E U G E U G E U G E U G E U G C UG C U G C UG C UGCUG E UG E UGE MH TMH MH37 0 '370'365'365' 365'365'360' 360' 36 0 ' 3 6 0 ' 360 '360'357'355'35 5 ' 35 5 ' 35 5 '355'355'35 5 '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' 330'330'330'330'330'330'330' 330'325'3 2 5 ' 325' 325'325' 32 5 ' 325' 3 25 '325'325' 325' 325'325'325' 325'320'320'320'320'320' 320' 320'320'32 0 '315'315'315'31 5 ' 315 ' 31 0 ' 31 0 ' 30 5 ' 30 5 ' 30 0 'SDXXXXXXAE&TXXAT SDSDSDSDSDSD 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 GV GV S WV WV GVGVGV W WV WV WV WV GV DDD W B B B GV OSW WV WV WV BB GV A E & T AE & T SD E WWWWWW WW W WAE&TAE&TAE&TAE&TAE&TAE&TAE&TSDAE&TAE&T AE&T AE&T AT AT AT AT AE&T AE&T AE&T AE&T AE&TAE&TAE&TAE&T AE&T AE&T AE&T AE&T AT GATE NO PARKING TEL PED NO PARKING BROWN ANIMAL HOSPITAL GATEVALLEY ROAD DISK AB9664 PETES RV NO PARKING 126 12 MAILBOXES UG AT&T SIGN 4001 BUS STOP COMM HANDHOLE AIRSTEAM OF VERMONT 4-WAY INT/YELLOW LIGHTS 1DROP TEST STATION FO CABLE SIGN WOODEN GATE POST 0.1'DIA METAL 3.5'TALL WOODEN GATE POST 1/127 1DROP TEL PED TEL PED NO PARKING 355 VALLEY ROAD 3090 SL40 TEL PED 4'TALL YIELD/PERMIT PARKING ONLY 3060 WILLISTON ROAD BUS STOP TEL PED 4'TALL 3'WIDE/1'TALL DRAINAGE OPENING TEST STATION TEL PED TEL PED NO PARKING 1/74517 NOT IN USECOMMERCIAL SALES 2 NO WIRES GAS SIGN NO PARKING 127-11/132 1/2 126-01/132 1/01GATEFO CABLE SIGN GREEN MOUNTAIN FLIGHT ACADEMY ONE WAY 128 2DROPS GARAGE DOOR GAT E A-1 START 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 VSE821 MAGHUBN 715853.158E 1473085.485EL 317.226 VSE8015/8"REBAR VSE CONTROL CAPN 715764.470E 1473950.186EL 325.664 VSE823 MAGHUBN 715434.948E 1473518.909EL 337.336 10'DIA BOULDER/4'AG METAL FENCE POST GA T E LARGE BOULDERS DO NOT ENTER WARNING WATER PIPELINE 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 CENTER 3'WIDE DOORSILL 318.3 STEPSPAVED PAVED PAVED GRAVEL GRAVEL GRAVEL GRAVEL GRAVEL GRAVEL CONCRETE WOODS WOODS WOODS BRUSH WOODS WOODS WOODS B-23 B-22 B-9 B-14 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 X X X X SILL 333.5X WILLISTON RDCALKINS CTSTOP GAS SIGN WILLISTON RDSHUNPIKE RDSTOP0020/0414/025820' WIDE CWD EASEMENT100' WIDE GMP EASEMENT20' WIDE EASEMENT30' WIDE SEWER FORCE MAIN EASEMENT30' WIDE SEWER FORCE MAIN EASEMENT30' WIDE SEWER FORCE MAIN EASEMENT30' WIDE SEWER FORCE MAIN EASEMENT20' WIDE EASEMENT20' WIDE EASEMENTAPRON AREA = 4.5 ACRES XXXXXXXXXXXXXXXXXXXXXXXXXXXXX OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHE SCULPTURAL LANDFORMS (10) SHORT-TERM BIKE PARKING SPACES EV PARKING AND CHARGING - 21 SPACES ADA PARKING SCULPTURAL LANDFORMS INTEGRAL COLOR CONCRETE GREAT LAWN CONSERVATION MEADOW CONSERVATION MEADOW EXISTING TRASH COMPACTOR PAD TO REMAIN RAIN GARDEN FUTURE COMMERCIAL BUILDING : 7,800 SF FUTURE SCULPTURAL RAISED PLANTING DISCS PLANTED SCULPTURAL LANDFORMS ARRIVAL PLAZA REC. PATH LOUNGE TERRACE BUILT-IN CONCRETE SEATING DINING TERRACE FUTURE SIGN EXISTING EDGE OF PAVEMENT EXISTING COMMERCIAL BUILDING AND PARKING TO REMAIN FIRST PHASE EXISTING LOADING DOCK TO REMAIN FIRST PHASE NEW GMTA BUS SHELTER EXISTING TREE TO REMAIN, TYP. NEW SIDEWALK ADA PARKING - 12 SPACES EXISTING PARKING AT COMMERCIAL BUILDING TO REMAIN : APPROX. 58 SPACES (10) SHORT-TERM BIKE PARKING SPACES (6) SHORT-TERM BIKE PARKING SPACES ADA ACCESSIBLE WALKWAY WITH LANDINGS AND RAILINGS CONCRETE WALKWAY WITH C.I.P. STEPS AND RAILINGS BETA ASSEMBLY AIRFIELD VIEWING AREA GRAVEL WETLAND FUTURE COMMERCIAL BUILDING : 18,900 SF TOTAL NEW PARKING : 41 SPACES (W/ 12 ADA) LAWN LAWN © 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 PERMIT SET 05-26-2022 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED 2022.01.04REVISED 2022.01.13REVISED 2022.01.31REVISED 2022.02.15REVISED 2022.05.26REVISED OVERALL LANDSCAPE PLAN L-000SCALE OF FEET 50 100 1" = 50'-0" 218421340 Stantec Architecture and Engineering P.C.311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100www.stantec.com LAWN SEED LEGEND NO-MOW DETENTION CONSERVATION 050 LEVEL 2 MEZZANINE OHE OHE OHE OHE OHE OHE OHEOHE OHE OHEUGCUGCUGCFMFMFMFMFMFMFMUGE UGE UGE UGCUGC UGC UGCUGCUGCUGCUGEUGEUGE UGE UGE UGESMH TMHTMHTMHUGCUGC TMH MHMHMHMH MH MH MHTHH UGEUGEUGEUGEUGE UGE UGEUGEUGEUGCUGCUGCUGCUGCUGCUGCMHUG E U G E U G E UG E UG EUGE UG E U G E UG E UG E UG C UG C U G C UG C UGCUG E U G E UGE MH TMH MH370 '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 XAE&TXXSDSDSDSDSDSD 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 AE & T SD E WWWWWW WWAE&TAE&TAE&TAE&TAE&TAE&TAE&TSDAE&TAE&T AE&T AE&T AT AT AT AT AE&T AE&T AE&T AE&TAE&TAE&TAE&T AE&T AE&T AE&T AE&T AT GATE 57"DIA 14"PINE 17"PINE 10"DIA 16"PINE 14"PINE 15"PINE 10"PINE TEL PED 14"PINE 10"PINE 12"PINE 74519/125 1DROPNOT IN USEGATE 8"MAPLE 34"MAPLE 18"LOCUST 74531/6 74522/12318"CPEP4"CEDAR 4"CEDAR 4"CEDAR 0.4'TALL 0.7'TALL CNF OUTLET 22"LOCUST 12"DIA UTIL HANDHOLE 7"MAPLE 18"CPEP 40"SPRUCE 127-12 2LI 37"ASH 15"ASH 8"MAPLE(3) 74525/2/128B 3DROPS TEST STATION42 1/2A/127/74509 3DROPS/METER UTILITY BOX 5.3'AG 17"MAPLE 38"MAPLE 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 128A LI/1DROP 6" P V C 12"R C P 6K/8K/74529/5 3DROPS 6"PVC14"LOCUST 14"MAPLE12"RCP12"RCP74521/24 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 18"CPEP 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 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 6"PVC15"MAPLE(3) VENT PIPE 2 NO WIRES 44"SPRUCE EL BOX 14"MAPLE 12"MAPLE 26"SPRUCE 15"PINE 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 GATE8"OAK(2) 103295/1/30K/6-7/1 32"MAPLE 18"DIA(2) 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 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 TG 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 XXXXXXXXXXXXXXXXXXXXXXXXXX OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHE 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 LINETREE PROTECTION FENCING, TYP. EXISTING 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 they 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. 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 within the 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 34” Maple 32” Maple 14” Locust 17” Locust 22” Locust 12” Maple 14” Maple 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 27” Spruce 37” Ash 15” Ash 26” Pine 8” Maple (3) 12” Cedar (2) 7” Maple (3) 18” Locust Stantec Architecture and Engineering P.C.311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100www.stantec.com TREE PROTECTION PLAN L-004 TREE PROTECTION FLAGGING - PROJECT DEMARCATION TREES TO REMAIN AT INTERSECTION OF VALLEY ROAD / WILLISTON ROAD TREES TO REMAIN ALONG VALLEY ROAD © 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 218421340 PERMIT SET 05-26-2022 2021.11.05REVISED 2022.01.04REVISED 2022.01.13REVISED 2022.01.31REVISED 2022.02.15REVISED 2022.05.26REVISED 1" = 50'-0" LEVEL 2 MEZZANINE FMFMFMFMFMFMFMUGE UGE UGE UGE UGE UGE UGCUGCUGC UGC UGC UGCUGCUGCUGCUGEUGEUGEUGE UGE UGE UGE UGE UGE UGEUGEUGESMHTMHTMHTMHUGCUGCUGCUGCMHMHMHMHMHMHMHTHHUGEUGEUGE U G E UG E UG E UG E UG E UG E U G E U G E UG E UG E U G E U G E U G E U G E U G E U G E U G E U G C U G C U G C UG C UGE UG C UGCUGEUG C UG C UG C UGCUG E UG E UG E U G E U G E UGE UGE MHMH37 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 DDD W B B BOSW WV WV WV B B AE & T AE & T SDSD SD E SDAE&TAE&TAE&TAE&TAE&TAE&TAE&TAE&TAE&TAE&TGATE 0.4'TALL 0.7'TALL WOODEN GATE POST 0.1'DIA METAL 3.5'TALL WOODEN GATE POST VENT PIPE 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 METAL FENCE POST CENTER 10' WIDEGARAGE DOORSILL 318.3 CENTER 3'WIDE DOORSILL 318.3 CONCRETE CENTER 3'WIDE DOORSILL 318.3 PAVED PAVED WOODS WOODS WOODS X X X X SILL 333.5X 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 LINE30' WIDE SEWER FORCE MAIN EASEMENT30' WIDE SEWER FORCE MAIN EASEMENT5 CALKINS CTN/F CALKINS FAMILYLIMITED PARTNERSHIP EXISTING PROPERTY LINE/ 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 E APRON AREA = 4.5 ACRES XXXXXXXXXXXXXXX X X UPUP UPUP UP TO SLABTO SLABELEV=340'-0"UP UP WWWWWSECWWWW W WWWUPUP UP UPUPUPRDRDRDOFDOFDOFDRDOFDRDOFDA-3201RDRDRDRDRDRDRDOFDOFDOFDRDOFDRDOFD0' - 0 1/2" / 1' - 0"0' - 0 1/2" / 1' - 0"0' - 0 5/16" / 1' - 0"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 1/2" / 1' - 0"0' - 0 1/2" / 1' - 0"0' - 0 1/2" / 1' - 0"0' - 0 1/2" / 1' - 0"RDMATCHLINE SEE L200 MATCHLINE SEE L201 CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX LAWN (3) AFa (4) GTb (7) PSb (13) JV (19) RA (37) DP (21) VD (1) QR (2) GTa (1) GTc (3) AFb (2) GTb (20) DL (48) RA (111) SH (92) RF (25) SS (98) RF (39) SS (48) RA (87) CK (145) DP (23) TM (119) PA (67) SH (53) PA (68) RF (75) SH (5) GTc (36) RA (7) AG (3) BN (1) GTc (1) GTc (1) AR (UNDER CANOPY) (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) AFa (85) DC (59) RF (10) RF(59) PA (32) PA (44) RF (100) RF (60) SH (60) SH (26) SH + 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 (5) BIKE RACKS SCULPTURAL LANDFORMS BOLLARDS (5) BIKE RACKS TABLE AND CHAIRS ADA PARKING 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 SILVACELL, TYP. OF (8) BS 340.0 + CONCRETE WALK, TYP. + TS 353.0 CONCRETE PAVER TERRACE (1) UAb (2) UAb (5) AFa (3) QB (3) QR (3) AFb (4) ZS (3) GTb (2) AFa (2) UAb (2) UAb (2) NS (1) NS (136) SH (12) DL (26) PF (163) SH (2) AFb (3) QR (5) AFb (6) PG (1) BN (4) BN (89) SH (11) RA (5) VD (3) NS (11) DL (17) JC (2) BN (9) JC (2) ZS (39) TCa (3) BN (2) QB (1) UAa (2) UAa (2) UAa (2) UAa (3) QB (2) NS (2) AG (2) TCb (3) CC (2) AG (2) TCb (2) TCb (45) CK (30) RF (30) PA (30) PV (30) PA (30) RF (8) CK (30) PV (3) CC PLANTING BED W/ STEEL EDGING, TYP. STONE DRIP EDGE W/ STEEL EDGING, TYP. (2) AG (238) DP (30) RF (76) PV (136) SH (125)RA (10) SP (20) JC (12) PF RAIN GARDEN : SEE ENLARGEMENT #1 RAIN GARDEN : SEE ENLARGEMENT #1 MATCHLINE SEE L200 MATCHLINE SEE L201 + 342.0 + 341.0 + 339.0 + 338.0 LAWN 340' 335'33 5 '335'335'WV SILL 333.5X 30' WIDE SEWER FORCE MAIN EASEMENT(10) IVa (1) IVb (27) AI (111) CA (8) BA (67) CG (3) CS (16) IVa (2) IVb) (95) RF (63) CA (128) JE (58) CA (16) BA (33) EM (51) AI (62) JE (95) RF (6) CS (31) BA (3) CS (14) IVa (2)IVb (8) CS (13) IVa (1)IVb (58) EM (108) CA (82) RF (45) CG (16) BA (15) EM (101) JE (20) BA (35) EM (45) AI (58) CG (24) BA (32) CG (500) CA (125) JE (140) RF (88) PA (73) PV © 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 PERMIT SET 05-26-2022 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED 2022.01.04REVISED 2022.01.13REVISED 2022.01.31REVISED 2022.05.26REVISED SCALE OF FEET 30030 60 Stantec Architecture and Engineering P.C.311 Summer Street Boston, MA 02210-1723Tel: (617) 234-3100 www.stantec.com 1" = 30'-0" 218421340 LAWN NO-MOW DETENTION CONSERVATION SEED LEGEND 1 1" = 20'-0" RAIN GARDEN ENLARGEMENT LANDSCAPE PLAN L-200 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHE OHE OHE OHE OHEUGCUGCUGCUGCUGCUGCFMFMFMFMFMFMFMUGCUGCUGCUGCUGCTMHTMHUGCUGCUGCUGCTMHUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGEUGEUGEUGEUGE UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCMHUGEUG C U G C U G C UGCUG E UG E UG E UG E UG E UGE UGE MHTMH37 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'XXXXXXXXXXXXAE&TXXXXSD SDSDSDSDAE&TXSDSDSDSDSD SD SD SD SD SD SD BB BBBBB B B B B B B WV WV SOSW S WV W WV WV WV WV 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 ATGATE TEST STATION TEST STATIONGATE 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 369.971 STEPSPAVED CONCRETE WOODS SILL 333.5X 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 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)20' WIDE EASEMENT20' WIDE EASEMENTEX 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 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHE OHE MATCHLINE SEE L200 MATCHLINE SEE L201 CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX LAWN CONSERVATION MIX (7) PSb (13) JV (19) RA (37) DP (21) VD (1) QR (2) GTa (1) GTc (3) AFb (2) GTb (20) DL (2) PSa (48) RA (111) SH (92) RF (25) SS (98) RF (39) SS (48) RA (87) CK (145) DP (23) TM (18) TO (119) PA (1) GTc (1) GTc (4) AG (28) RA (61) PA (88) RF (12) RA (309) DC (37) RA (15) SP (89) CA (85) DC (59) RF (10) RF (232) SH (129) CK (59) PA (32) PA (44) RF + TS 353.9 BS + 339.9 BOLLARDS (5) BIKE RACKS TABLE AND CHAIRS (3) BIKE RACKS BOULDER, TYP. 18" CONCRETE SEATWALLS TABLE AND CHAIRS BS 340.0 + 1:12 CONCRETE WALK WITH LANDINGS AND RAILINGS + TS 353.0 (1) UAb (2) UAb (2) GTb (2) GTa (1) QR (4) ZS (2) QR (1) AFb (5) GTa (3) GTa (2) ZS (2) AFb (3)UAb (2) GTb (1) AFb (3) GTb (2) UAa (2) UAa (5) GTa (3) QR (3) AFb (4) ZS (3) GTb (2) AFa (2) UAb (2) UAb (2) NS (2) UAb (1) QR (1) AFb (2) GTb (24) VD (13) DL (19) VD (19) PF (20) SP (2) AFb (19) JC (18) SP (1) NS (136) SH (10) DL (12) DL (26) PF (22) JC (163) SH (1) QB (2) UAb (2) AFb (3) ZS (2) AFb (3) ZS (2) GTb (3) QR (17) TO (89) SH (11) RA (5) VD (3) NS (11) DL (17) JC (9) JC (2) ZS (1) GTb (1) AFb (3) AFa (1) AFb(3) PG (1) QB (2) QB (2) AFb (3) BN (2) QB (1) UAb (5) TCa (2) UAb (3) PG (76) PV (136) SH (2) Qb (3) UAa (10) SP (20) JC (12) PF (26) RA RAIN GARDEN : SEE ENLARGEMENT #1 RAIN GARDEN : SEE ENLARGEMENT #1 CONSERVATION MIX (8) PG (2) GTb (2) GTa (1) QR (3) AFb (6) BN(1) BN (2) PSa (5) PG (16) TO (18) TO (2) BN (4) BN (5) TCa MATCHLINE SEE L200 MATCHLINE SEE L201 SCALE OF FEET 30030 60 © 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 PERMIT SET 05-26-2022 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED 2022.01.04REVISED 2022.01.13REVISED 2022.01.31REVISED 2022.05.26REVISED Stantec Architecture and Engineering P.C.311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100www.stantec.com 1" = 30'-0" 218421340 LAWN NO-MOW DETENTION CONSERVATION SEED LEGEND LANDSCAPE PLAN L-201 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 WILL BE MADE OUTSIDE OF THE BRANCH COLLAR, 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 PERMIT SET 05-26-2022 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED 2022.01.04REVISED 2022.01.13REVISED 2022.01.31REVISED 2022.05.26REVISED Stantec Architecture and Engineering P.C.311 Summer Street Boston, MA 02210-1723Tel: (617) 234-3100 www.stantec.com L-202 VARIES 218421340 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 11 N.T.S. SILVA CELL DETAIL NOTE: A MINIMUM OF 1,000 CF OF SOIL WILL BE SUPPLIED PER TREE 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 17 Acer x freemanii 'Autumn Blaze'AUTUMN BLAZE FREEMAN MAPLE 3.5"-4" CAL. AS SHOWN AFb 29 Acer x freemanii 'Autumn Blaze'AUTUMN BLAZE FREEMAN MAPLE 4.5"-5" CAL. AS SHOWN AG 10 Amelanchier x grandiflora 'Autumn Brilliance'AUTUMN BRILLIANCE SERVICEBERRY 10'-12' HT. AS SHOWN AR 1 Acer x freemanii 'Armstrong'ARMSTRONG MAPLE 2.5"-3" CAL. AS SHOWN BN 23 Betula nigra 'Heritage' (single stem)SINGLE STEM RIVER BIRCH 3"-3.5" CAL. AS SHOWN CC 6 Carpinus caroliniana AMERICAN HORNBEAM 3"-3.5" CAL. AS SHOWN GTa 17 Gleditsia triacanthos f. inermis 'Streetkeeper'HONEYLOCUST 3.5"-4" CAL. AS SHOWN GTb 20 Gleditsia triacanthos f. inermis 'Streetkeeper'HONEYLOCUST 4.5"-5" CAL.AS SHOWN GTc 8 Gleditsia triacanthos f. inermis 'Streetkeeper'HONEYLOCUST 5.5"-6" CAL. AS SHOWN NS 8 Nyssa sylvatica BLACK TUPELO 3.5"-4" CAL. AS SHOWN QB 14 Quercus bicolor SWAMP WHITE OAK 4"-4.5" CAL.AS SHOWN QR 14 Quercus rubra RED OAK 3.5"-4" CAL. AS SHOWN UAa 17 Ulmus x 'Accolade'ACCOLADE ELM 3.5"-4" CAL. AS SHOWN UAb 22 Ulmus x 'Accolade'ACCOLADE ELM 4.5"-5" CAL. AS SHOWN ZS 18 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 PG 25 Picea glauca 'Montrose Spire'MONTROSE SPIRE WHITE SPRUCE 6-7'AS SHOWN PSa 2 Pinus strobus EASTERN WHITE PINE 6'-7'AS SHOWN PSb 7 Pinus strobus EASTERN WHITE PINE 8'-10' AS SHOWN TCa 44 Tsuga canadensis EASTERN HEMLOCK 6'-7'AS SHOWN TCb 6 Tsuga canadensis EASTERN HEMLOCK 8'-10'AS SHOWN TO 51 Thuja occidentalis 'Nigra'NIGRA ARBORVITAE 6'-7'AS SHOWN S H R U B S AM 132 Aronia melanocarpa 'Lowscape Mound'BLACK CHOKECHERRY #3 AS SHOWN DL 66 Diervilla lonicera NORTHERN BUSH HONEYSUCKLE #5 AS SHOWN CS 20 Cornus sericea 'Isanti'ISANTI RED-TWIG DOGWOOD #5 AS SHOWN JC 67 Juniperus chinensis 'Sea Green'SEA GREEN JUNIPER #5 AS SHOWN IVa 53 Ilex verticilata 'Red Sprite'WINTERBERRY (FEMALE)#5 AS SHOWN IVb 6 Ilex verticilata 'Jim Dandy'WINTERBERRY (MALE)#5 AS SHOWN PF 57 Potentilla fruiticosa 'Abbotswood'ABBOTSWOOD CINQUEFOIL #3 AS SHOWN RA 354 Rhus aromatica 'Gro-Low'GROW-LOW SUMAC #3 AS SHOWN SP 63 Syringa meyeri 'Palibin'DWARF KOREAN LILAC #5 AS SHOWN TM 32 Taxus x media 'Tauntoni'TAUNTON YEW #3 AS SHOWN VD 69 Viburnum dentatum 'Blue Muffin'ARROWWOOD VIBURNUM #5 AS SHOWN G R A S S E S CA 840 Carex stricta TUSSOCK SEDGE #1 18" O.C. CK 269 Calamagrostis acutifolia 'Karl Foerster'FEATHER REED GRASS #2 24" O.C. DC 394 Deschampsia cespitosa TUFTED HAIR GRASS #1 24" O.C. JE 416 Juncus effusus COMMON RUSH #1 18" O.C. PV 209 Panicum virgatum 'Shenandoah'SHENANDOAH SWITCH GRASS #2 24" 0.C. SH 1471 Sporobolus heterolepsis 'Tara'TARA PRAIRIE DROPSEED #1 18" 0.C. P E R R E N I A L S AI 167 Aesclepias incarnata SWAMP MILKWEED #2 24" O.C. BA 71 Baptisia australis FALSE INDIGO #2 24" O.C. CG 202 Chelone glabra WHITE TURTLEHEAD #1 18" O.C. DP 503 Dennstaedtia punctilobula HAY-SCENTED FERN #1 18" O.C. EM 141 Eupatorium maculatum 'Gateway'JOE-PYE WEED #2 24" O.C. PA 789 Perovskia atriplicifolia 'Blue Jean Baby'DWARF RUSSIAN SAGE #1 18" O.C. RF 644 Rudbeckia fulgida 'Goldsturm'BLACK-EYED SUSAN #1 18" O.C. SS 64 Sedum spectabile 'Autumn Joy'AUTUMN JOY SEDUM #2 30" O.C. LANDSCAPE PLAN 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 CONSISTENT BETWEEN SIDEWALK DISTANCE AND CURB DISTANCE DIM D GRANITE CURB DRIVE ISLE CONCRETE POLE BASE BASE DIM D -SHALL BE CONSISTENT BETWEEN SIDEWALK DISTANCE AND CURB DISTANCE SIDEWALK DIM D TR U E N O R TH PROJECT 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 PERMIT SET 05-26-2022 5/26/2022 8:32:02 AMAs indicated <Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com LUMINAIRE SCHEDULE AND LIGHTING LEGEND 218421340 EA-000 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 RECTANGULAR HIGHBAY LUMINAIRE 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 EXTERIOR LUMINAIRE SCHEDULE Type IMAGE DESCRIPTION MANUFACTURER CATALOGUE SERIES LAMP CONTROLS INPUT FORM COMMENT / NOTESTYPELUMENSCCTCRITYPERANGEWATTAGEVOLTAGEFINISH LENS / DISTRIBUTION MOUNTING XD1 1.25" RECESSED SQUARE DOWNLIGHT USAI M1SD LED 875 LM 3500K 90+0-10V DIMMING 1%9 VA UNIV TBD 50 DEGREE BEAM RECESSED XD2 4" RECESSED ROUND DOWNLIGHT, BEVELED TRIM, FULL CUTOFF DMF DRD2 LED 1250 LM 3500K 93 0-10V DIMMING 1%14 VA UNIV WHITE WIDE FLOOD 60 DEGREE BEAM RECESSED XD3 4" RECESSED ROUND DOWNLIGHT, BEVELED TRIM, FULL CUTOFF DMF DRD2 LED 1000 LM 3500K 93 0-10V DIMMING 1%13 VA UNIV WHITE NARROW SPOT 15 DEGREE BEAM RECESSED XL1 RECESSED LINEAR TAPE LIGHT IN CHANNEL, IP65 RATED. MOUNTED WITHIN ENTRY CANOPY STRUCTURE OMNILIGHT TAPE: TRUWL CHANNEL: OCH-017R5 LED 293 LM/FT 3500K 90+0-10V DIMMING 1%3 VA UNIV STANDARD FROSTED LENS RECESSED CUSTOM MANUFACTURED MITERED EDGE TO CONNECT CEILING RECESSED AND WALL RECESSED CANOPY LUMINAIRES. 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. XL2 LINEAR TAPE LIGHT, HORIZONTAL CURVATURE, MOUNTED UNDER LIP OF BENCH, FULL CUTOFF INTER-LUX RUBBER 3D LED 72 LM/FT 3500K 85 0-10V DIMMING 1%3 VA UNIV CONCRETE STANDARD SURFACE 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, 6" SQUARE ALUMINUM POLE. WITH INTEGRAL NLIGHT AIR SENSOR. LITHONIA HEAD, LUMENPULSE POLE DSX0 PL-S WO LED 8,447 LM 4000K 70+0-10V DIMMING 1%71 VA UNIV TBD TYPE FOWARD THROW MEDIUM POLE @ 25'-0" XP2 SINGLE HEAD POLE MOUNTED PARKING AREA LUMINAIRE, FULL CUTOFF, WET RATED, 6" SQUARE ALUMINUM POLE. WITH INTEGRAL NLIGHT AIR SENSOR. LITHONIA HEAD, LUMENPULSE POLE DSX0 PL-S WO LED 8,452 LM 4000K 70+0-10V DIMMING 1%71 VA UNIV TBD TYPE III MEDIUM POLE @ 25'-0" XP3 SINGLE HEAD POLE MOUNTED PEDESTRIAN AREA LUMINAIRE, FULL CUTOFF, WET RATED, 6" SQUARE ALUMINUM POLE. WITH INTEGRAL NLIGHT AIR SENSOR. LITHONIA HEAD, LUMENPULSE POLE DSX0 PL-S WO LED 4,726 LM 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, 6" SQUARE ALUMINUM POLE. HEADS AT 180 DEGREES. PARKING FIXTURE AT 25'-0" AFG AND PEDESTRIAN FIXTURE AT 15'-0" AFG. WITH INTEGRAL NLIGHT AIR SENSOR. LITHONIA HEAD, LUMENPULSE POLE DSX0 PL-S WO LED 8,452 LM 4,726 LM 4000K 70+0-10V DIMMING 1%109 VA UNIV TBD TYPE III MEDIUM / TYPE II MEDIUM POLE @ 25'-0" & 15'-0" XR1 3"W X 21"L RECESSED LINEAR LED WITH VORTEX REFLECTOR, IP65 RATED BEGA 24 306 LED 1,944 LM 3500K 80 0-10V DIMMING -19 VA UNIV BLACK ASYMMETRIC RECESSED XW1 WALL PACK, FULL CUTOFF, 10 LEDS, 530MA LITHONIA DSXW1 LED 2,159 LM 4000K 70+0-10V DIMMING 1%19 VA UNIV TBD TYPE III MEDIUM SURFACE SEE EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS. XW2 WALL PACK, FULL CUTOFF, 10 LEDS, 1000MA LITHONIA DSXW1 LED 3,873 LM 4000K 70+0-10V DIMMING 1%39 VA UNIV TBD TYPE III MEDIUM SURFACE SEE EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS. XW2A WALL PACK, FULL CUTOFF, 20 LEDS, 1000MA LITHONIA DSXW1 LED 7,573 LM 4000K 70+0-10V DIMMING 1%73 VA UNIV TBD TYPE III MEDIUM SURFACE SEE EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS. 12" = 1'-0"EA-000 1 STANDARD POLE BASE DETAIL 6" = 1'-0"EA-000 2 STANDARD POLE BASE DETAIL NEAR DRIVE ISLE 6" = 1'-0"EA-000 3 STANDARD POLE BASE DETAIL NEAR SIDEWALK 1 ISSUED FOR PERMIT 2021.10.15 2 REVISED 2021.11.05 3 REVISED 2022.01.04 4 REVISED 2022.01.13 5 REVISED 2022.01.31 6 REVISION 2022.05.26 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 CONSISTENT BETWEEN SIDEWALK DISTANCE AND CURB DISTANCE DIM D GRANITE CURB DRIVE ISLE CONCRETE POLE BASE BASE DIM D -SHALL BE CONSISTENT BETWEEN SIDEWALK DISTANCE AND CURB DISTANCE SIDEWALK DIM D TR U E N O R TH PROJECT 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 PERMIT SET 05-26-2022 5/26/2022 8:32:02 AMAs indicated <Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com LUMINAIRE SCHEDULE AND LIGHTING LEGEND 218421340 EA-000 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 RECTANGULAR HIGHBAY LUMINAIRE 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 EXTERIOR LUMINAIRE SCHEDULE Type IMAGE DESCRIPTION MANUFACTURER CATALOGUE SERIES LAMP CONTROLS INPUT FORM COMMENT / NOTESTYPELUMENSCCTCRITYPERANGEWATTAGEVOLTAGEFINISH LENS / DISTRIBUTION MOUNTING XD1 1.25" RECESSED SQUARE DOWNLIGHT USAI M1SD LED 875 LM 3500K 90+0-10V DIMMING 1%9 VA UNIV TBD 50 DEGREE BEAM RECESSED XD2 4" RECESSED ROUND DOWNLIGHT, BEVELED TRIM, FULL CUTOFF DMF DRD2 LED 1250 LM 3500K 93 0-10V DIMMING 1%14 VA UNIV WHITE WIDE FLOOD 60 DEGREE BEAM RECESSED XD3 4" RECESSED ROUND DOWNLIGHT, BEVELED TRIM, FULL CUTOFF DMF DRD2 LED 1000 LM 3500K 93 0-10V DIMMING 1%13 VA UNIV WHITE NARROW SPOT 15 DEGREE BEAM RECESSED XL1 RECESSED LINEAR TAPE LIGHT IN CHANNEL, IP65 RATED. MOUNTED WITHIN ENTRY CANOPY STRUCTURE OMNILIGHT TAPE: TRUWL CHANNEL: OCH-017R5 LED 293 LM/FT 3500K 90+0-10V DIMMING 1%3 VA UNIV STANDARD FROSTED LENS RECESSED CUSTOM MANUFACTURED MITERED EDGE TO CONNECT CEILING RECESSED AND WALL RECESSED CANOPY LUMINAIRES. 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. XL2 LINEAR TAPE LIGHT, HORIZONTAL CURVATURE, MOUNTED UNDER LIP OF BENCH, FULL CUTOFF INTER-LUX RUBBER 3D LED 72 LM/FT 3500K 85 0-10V DIMMING 1%3 VA UNIV CONCRETE STANDARD SURFACE 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, 6" SQUARE ALUMINUM POLE. WITH INTEGRAL NLIGHT AIR SENSOR. LITHONIA HEAD, LUMENPULSE POLE DSX0 PL-S WO LED 8,447 LM 4000K 70+0-10V DIMMING 1%71 VA UNIV TBD TYPE FOWARD THROW MEDIUM POLE @ 25'-0" XP2 SINGLE HEAD POLE MOUNTED PARKING AREA LUMINAIRE, FULL CUTOFF, WET RATED, 6" SQUARE ALUMINUM POLE. WITH INTEGRAL NLIGHT AIR SENSOR. LITHONIA HEAD, LUMENPULSE POLE DSX0 PL-S WO LED 8,452 LM 4000K 70+0-10V DIMMING 1%71 VA UNIV TBD TYPE III MEDIUM POLE @ 25'-0" XP3 SINGLE HEAD POLE MOUNTED PEDESTRIAN AREA LUMINAIRE, FULL CUTOFF, WET RATED, 6" SQUARE ALUMINUM POLE. WITH INTEGRAL NLIGHT AIR SENSOR. LITHONIA HEAD, LUMENPULSE POLE DSX0 PL-S WO LED 4,726 LM 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, 6" SQUARE ALUMINUM POLE. HEADS AT 180 DEGREES. PARKING FIXTURE AT 25'-0" AFG AND PEDESTRIAN FIXTURE AT 15'-0" AFG. WITH INTEGRAL NLIGHT AIR SENSOR. LITHONIA HEAD, LUMENPULSE POLE DSX0 PL-S WO LED 8,452 LM 4,726 LM 4000K 70+0-10V DIMMING 1%109 VA UNIV TBD TYPE III MEDIUM / TYPE II MEDIUM POLE @ 25'-0" & 15'-0" XR1 3"W X 21"L RECESSED LINEAR LED WITH VORTEX REFLECTOR, IP65 RATED BEGA 24 306 LED 1,944 LM 3500K 80 0-10V DIMMING -19 VA UNIV BLACK ASYMMETRIC RECESSED XW1 WALL PACK, FULL CUTOFF, 10 LEDS, 530MA LITHONIA DSXW1 LED 2,159 LM 4000K 70+0-10V DIMMING 1%19 VA UNIV TBD TYPE III MEDIUM SURFACE SEE EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS. XW2 WALL PACK, FULL CUTOFF, 10 LEDS, 1000MA LITHONIA DSXW1 LED 3,873 LM 4000K 70+0-10V DIMMING 1%39 VA UNIV TBD TYPE III MEDIUM SURFACE SEE EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS. XW2A WALL PACK, FULL CUTOFF, 20 LEDS, 1000MA LITHONIA DSXW1 LED 7,573 LM 4000K 70+0-10V DIMMING 1%73 VA UNIV TBD TYPE III MEDIUM SURFACE SEE EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS. 12" = 1'-0"EA-000 1 STANDARD POLE BASE DETAIL 6" = 1'-0"EA-000 2 STANDARD POLE BASE DETAIL NEAR DRIVE ISLE 6" = 1'-0"EA-000 3 STANDARD POLE BASE DETAIL NEAR SIDEWALK 1 ISSUED FOR PERMIT 2021.10.15 2 REVISED 2021.11.05 3 REVISED 2022.01.04 4 REVISED 2022.01.13 5 REVISED 2022.01.31 6 REVISION 2022.05.26 23 0.7 1.2 1.6 2.2 3.2 2.9 2.4 1.7 1.6 1.7 1.9 2.7 1.6 1.7 1.1 1.5 0.8 1.3 0.4 1.4 0.7 1.6 1.1 1.8 3.5 2.1 3.2 3.0 2.6 2.4 2.5 1.8 2.0 1.7 2.7 1.8 2.7 1.9 1.6 1.4 1.5 2.2 2.1 1.2 1.6 2.7 1.7 1.0 0.7 2.2 4.3 4.7 4.5 3.0 8.9 4.4 4.4 4.4 3.2 1.5 5.9 4.6 3.4 3.3 2.3 14.9 3.8 10.5 1.7 6.5 1.0 0.9 0.2 0.2 0.2 0.4 0.4 0.3 0.5 0.6 0.5 0.7 0.8 0.7 0.9 1.0 0.9 1.1 1.4 1.1 1.3 1.5 1.4 1.4 1.7 2.1 1.6 1.8 2.3 1.8 2.0 1.8 1.8 2.1 1.8 1.9 2.0 1.8 2.0 2.0 1.9 2.1 2.1 1.8 2.3 2.1 1.8 2.3 2.2 1.9 2.3 2.0 2.1 2.1 2.0 2.23.1 1.3 2.1 1.2 1.1 1.4 2.4 2.6 2.6 1.6 1.4 2.4 2.1 1.5 1.6 2.1 3.5 1.7 1.9 2.7 1.7 1.6 2.1 1.7 1.5 1.9 1.7 1.7 1.9 1.7 1.9 2.4 1.6 1.9 2.6 1.6 1.8 2.1 1.6 1.6 1.6 1.5 1.5 1.4 1.4 1.5 1.4 1.4 1.5 1.5 1.5 1.7 2.1 3.5 1.5 1.8 2.2 4.4 1.4 1.6 1.8 3.2 1.3 1.4 1.3 2.3 2.0 1.1 1.2 1.1 1.7 1.7 1.1 1.0 1.3 1.3 1.1 1.1 1.1 1.1 1.1 1.1 1.0 1.1 1.2 1.2 1.3 1.4 2.2 1.3 1.3 1.6 2.0 3.3 1.4 1.5 1.8 2.4 4.4 1.3 1.6 1.8 2.1 3.6 1.7 1.7 1.7 2.9 2.1 1.7 1.7 1.6 2.4 2.2 1.5 1.7 1.7 1.8 1.8 1.7 1.8 2.3 1.6 1.8 2.1 1.5 1.6 1.7 1.3 1.5 1.4 2.0 1.1 1.3 1.3 1.6 1.1 1.2 1.4 0.9 1.1 1.4 0.9 1.2 1.5 1.4 0.8 1.0 1.4 1.3 0.7 1.0 1.3 1.3 1.2 0.7 0.9 1.1 1.2 1.0 0.7 0.9 1.1 1.1 1.0 0.6 0.8 1.0 1.2 1.1 0.6 0.8 1.0 1.1 1.1 0.8 1.0 1.2 1.1 0.7 1.0 1.3 1.2 0.7 1.0 1.3 1.3 0.6 0.9 1.3 1.3 0.7 1.0 1.3 1.2 1.1 0.7 0.9 1.1 1.1 1.0 0.7 0.9 1.0 1.0 0.9 0.7 0.9 1.1 1.0 0.8 0.8 0.9 1.1 1.0 0.8 0.9 1.0 1.1 1.0 0.8 0.9 1.2 1.2 1.1 1.0 0.9 1.3 1.3 1.4 1.5 1.0 1.3 1.4 1.7 1.9 0.8 1.1 1.3 1.4 1.8 0.7 1.0 1.3 0.7 1.0 1.4 0.5 0.7 1.2 0.5 0.9 1.7 0.4 0.7 1.3 0.4 0.5 1.0 1.8 0.7 0.4 0.7 1.4 1.5 1.3 0.6 1.0 1.7 1.3 1.2 1.0 1.0 1.3 1.6 1.9 1.6 1.4 1.2 1.0 0.8 0.6 0.7 0.9 1.2 2.1 1.9 1.7 1.4 1.1 0.9 0.7 0.6 0.7 1.0 2.1 1.9 1.7 1.7 1.5 1.1 0.8 0.7 0.7 0.9 1.5 2.1 2.3 2.1 1.7 1.5 1.4 1.2 1.0 0.8 0.7 0.7 1.0 1.4 2.2 2.7 2.0 1.9 1.8 1.5 1.2 1.0 0.9 0.8 0.8 0.9 1.0 1.3 1.6 1.9 2.2 2.2 1.9 1.8 1.5 1.2 0.9 0.9 1.1 1.3 1.3 1.4 1.3 1.4 2.3 2.1 1.8 1.7 1.5 1.2 1.0 1.0 1.4 2.1 2.3 1.7 1.7 2.4 2.1 1.8 1.5 1.3 1.1 1.1 1.1 1.3 1.8 2.5 2.7 2.6 2.1 1.9 1.5 1.2 1.0 1.0 1.2 1.3 1.6 1.8 2.4 2.2 2.1 1.7 1.2 1.1 1.2 1.4 1.5 1.6 1.5 2.2 2.1 2.0 1.8 1.3 1.2 1.5 2.0 1.9 1.8 2.0 2.0 1.9 1.8 1.5 1.2 1.4 2.1 2.8 2.3 2.4 3.6 8.2 6.4 5.1 5.5 5.1 4.3 3.8 4.7 5.0 3.3 4.6 5.3 4.0 5.1 4.8 3.0 4.9 3.8 3.9 3.7 2.1 3.2 2.5 2.6 1.5 1.3 2.6 2.1 2.3 2.3 18.3 2.0 2.5 2.4 1.6 1.7 1.0 3.5 1.6 2.2 2.7 15.1 1.0 0.7 0.4 3.8 0.5 0.3 0.5 0.7 0.3 0.3 0.4 0.4 1.3 0.2 0.1 1.9 0.1 0.1 0.1 4.5 0.1 0.1 0.9 0.5 0.1 0.1 3.1 0.5 0.3 0.2 3.9 0.7 0.2 0.3 2.3 0.8 0.2 0.3 2.0 0.3 0.3 0.1 3.0 0.1 0.1 0.1 2.0 0.1 0.3 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 2.8 0.2 0.1 0.2 0.4 0.2 0.7 G V G V B B BB B BB B B B B B B G V S G V G V G V G V G VG VG V G V G V 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. XD3 (TYP.) XD3 (TYP.) XL2 (TYP.) XD2E 15.01 15.02 15.02 XD2EXD2E XD2E XP2 XP3 XP3 XP3 XP2 XP2 XP1 XP2 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 XP2 XD2 XD2 XD2 XD2 XD2E XD2E XD2 XD2 XD2 XD2E XD2E (TYP.) XD3 (TYP.) XD2E XP4 XP4 XP4 XP4 XP4 XW1Exe XW1E XP2 XP2 XP2 XP3 TR U E N O R TH PROJECT 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 PERMIT SET 05-26-2022 5/26/2022 8:32:18 AMAs indicated <Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com SITE LIGHTING AREA A 218421340 EA-101 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. 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 1.8 | 2.0 4.5 | N/A 5:1 | 15:1 MAX LOADING DOCK 5.1 | 6.0 7.3 | N/A 3:1 | 3:1 MAX ROADWAY 1.69 | 1.0 3.5 | 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 14.8 | 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 PLAT SITE LIGHTING PLAN -AREA A 2.5 | 3.0 4.0 | N/A 3:1 | 3:1 MAX*REDUCED LOADING DOCK 1 ISSUED FOR PERMIT 2021.10.15 2 REVISED 2021.11.05 3 REVISED 2022.01.04 4 REVISED 2022.01.13 5 REVISED 2022.01.31 6 REVISION 2022.05.26 LEVEL2 MEZZANINE 0.9 0.7 0.8 0.8 1.3 0.8 0.9 0.8 0.8 0.9 0.8 0.9 0.9 0.8 0.8 1.0 0.9 0.9 0.9 1.0 0.9 1.0 1.0 1.0 1.0 1.0 0.9 0.9 1.1 1.0 1.0 0.9 1.1 1.0 1.0 1.1 1.0 1.0 1.0 1.0 0.9 1.1 1.0 1.0 0.9 1.1 1.0 1.0 1.1 1.0 1.0 1.1 1.0 0.9 1.1 1.0 1.0 0.9 1.1 1.0 1.0 1.1 1.0 1.0 1.0 1.0 0.8 1.0 1.0 0.9 0.8 1.0 0.9 0.9 0.9 0.9 0.8 0.9 0.8 0.6 0.8 0.8 0.8 0.2 0.5 0.7 0.7 0.3 0.4 0.5 0.6 0.4 0.4 0.5 0.4 1.4 0.7 1.6 1.1 1.8 3.5 2.1 3.2 3.0 2.6 2.4 2.5 1.8 2.0 1.7 2.7 1.8 2.7 1.9 1.6 1.5 4.3 4.7 4.5 3.0 4.4 4.4 3.2 1.5 4.6 3.4 3.3 2.3 3.8 10.5 1.7 6.5 0.9 1.0 1.1 1.1 1.0 1.2 1.2 1.1 1.3 1.3 1.2 1.3 1.4 1.2 1.4 1.4 1.3 1.4 1.4 1.3 1.4 1.4 1.3 1.4 1.4 1.3 1.4 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.1 1.2 1.2 1.0 0.9 1.0 1.0 0.8 0.7 0.8 0.7 0.5 0.6 0.6 0.5 0.5 1.1 0.6 5.4 3.0 0.7 3.0 4.3 2.7 5.5 3.7 2.6 3.9 3.6 1.4 4.2 3.9 2.7 1.7 4.5 1.5 1.0 3.6 8.2 6.4 5.1 5.5 5.1 4.3 3.8 4.7 5.0 3.3 4.6 5.3 4.0 5.1 4.8 3.0 4.9 3.8 3.9 3.7 2.1 3.2 2.5 2.6 1.5 1.3 0.5 0.7 1.3 1.5 1.1 1.7 1.3 1.7 1.6 2.0 2.0 1.3 2.4 2.5 3.2 2.8 2.8 2.2 2.1 1.9 1.1 1.0 0.1 0.1 0.2 0.2 0.1 0.1 2.8 0.2 0.1 0.2 0.4 0.2 0.7 0.1 0.1 0.0 0.1 0.0 0.3 0.0 1.3 0.0 0.0 0.1 0.0 0.5 0.4 0.0 0.0 0.1 0.3 0.0 1.0 0.0 0.1 0.0 4.9 0.0 0.0 0.0 2.3 0.0 0.0 0.1 0.2 0.0 0.0 0.4 0.3 0.0 0.1 3.0 0.2 0.0 0.6 0.0 0.6 0.2 0.3 0.4 0.2 0.6 0.5 0.3 0.0 2.7 0.0 0.0 0.0 2.8 0.1 0.0 0.1 0.0 5.1 0.0 0.5 0.2 0.0 0.0 0.1 6.3 0.1 0.0 0.0 2.0 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. XD3 (TYP.) XD2E XW1E XW1 15.02 15.02 XW1 XW1 XW1 XW1 XW1 XW1 (TYP.) XD3 15.02 XW1 XW1 XW1 XW1 XW1 XW1 XW1 XW1 XW1 XW1 XW1 XW1 XW1 XD2EXD2E XD2E XD3E 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 XD3 XD3 XD3 XD3 XD3 XD3 XD3 XD2 XD2 XD2 XD2 XD2E XD2E XD2 XD2 XD2 XD2E XD2E (TYP.) XD3 (TYP.) XD2E XW1 TR U E N O R TH PROJECT 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 PERMIT SET 05-26-2022 5/26/2022 8:32:40 AMAs indicated <Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com SITE LIGHTING AREA B 218421340 EA-102 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. 1" = 30'-0"EA-102 1 PLAT 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 1.8 | 2.0 4.5 | N/A 5:1 | 15:1 MAX LOADING DOCK 5.1 | 6.0 7.3 | N/A 3:1 | 3:1 MAX ROADWAY 1.69 | 1.0 3.5 | 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 14.8 | N/A 3:1 | 2:1 AVG PEDESTRIAN PATHWAY 1.68 | 1.0 3.9 | N/A 3:1 | 4:1 AVG 2.5 | 3.0 4.0 | N/A 3:1 | 3:1 MAX*REDUCED LOADING DOCK 1 ISSUED FOR PERMIT 2021.10.15 2 REVISED 2021.11.05 3 REVISED 2022.01.04 4 REVISED 2022.01.13 5 REVISED 2022.01.31 6 REVISION 2022.05.26 30 13 1.5 1.6 1.7 1.3 1.5 1.4 1.5 1.6 1.7 1.5 2.2 1.7 1.6 1.8 1.7 1.3 1.7 1.8 1.5 1.6 1.8 1.6 1.4 1.7 1.6 1.5 1.7 1.7 1.5 1.8 1.8 1.7 1.4 1.8 1.7 1.4 1.7 1.7 1.4 1.2 1.6 1.5 1.2 1.4 1.7 1.3 1.5 1.5 1.3 1.7 1.7 1.6 1.7 1.8 1.8 1.7 1.7 1.8 2.0 2.1 1.4 1.4 1.6 1.9 1.9 1.7 1.7 1.3 1.5 2.1 1.8 1.3 1.2 2.1 1.8 1.4 1.2 1.9 1.8 1.4 1.2 1.7 1.6 1.7 1.4 1.2 1.6 1.6 1.6 1.4 1.3 2.0 2.0 1.7 1.4 2.2 1.9 1.7 1.4 1.6 1.9 1.9 1.6 1.3 1.6 1.6 1.8 1.5 1.3 1.6 1.6 1.5 1.4 1.3 1.8 1.7 1.5 1.4 2.1 1.9 1.5 1.4 2.0 2.1 1.8 1.4 1.3 1.7 2.0 1.8 1.4 1.2 1.6 1.6 1.7 1.4 1.6 1.6 1.5 1.4 1.9 1.9 1.5 1.3 2.1 1.8 1.5 1.3 1.9 1.7 1.4 1.2 1.7 1.7 1.3 1.2 1.5 1.4 1.2 1.4 1.4 1.3 1.0 1.3 1.4 1.3 1.1 1.5 1.3 1.1 1.7 1.6 1.3 0.9 0.9 0.8 0.8 0.9 0.6 1.3 1.3 1.0 1.2 1.1 1.3 1.2 1.7 2.0 1.3 1.0 1.2 1.9 1.3 1.1 0.9 1.0 1.5 1.4 1.1 1.0 0.9 1.2 1.5 0.8 0.6 0.5 0.4 0.5 0.6 0.9 3.0 3.0 1.6 2.8 1.2 0.9 1.4 1.2 1.7 0.7 0.4 1.5 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.6 1.1 1.7 3.3 3.1 1.9 1.9 3.3 1.2 2.1 2.8 1.5 1.0 0.6 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.6 0.8 0.1 0.2 0.5 0.7 0.7 0.3 0.4 0.5 0.6 0.4 0.4 0.5 0.4 2.2 2.1 1.2 1.6 2.7 1.7 1.0 0.7 2.2 2.4 1.3 0.9 1.0 1.9 1.6 1.7 3.6 4.3 4.7 4.5 3.0 8.9 4.4 4.4 4.4 3.2 1.5 5.9 4.6 3.4 3.3 2.3 14.9 3.8 10.5 1.7 6.5 3.4 3.7 2.6 3.1 3.5 1.9 2.3 2.8 3.4 4.0 2.1 1.9 1.9 2.2 2.5 2.8 3.2 3.5 1.5 2.0 2.0 1.9 2.0 2.0 2.0 2.1 2.4 2.6 2.9 1.8 1.5 1.3 1.5 1.7 1.8 1.9 1.9 1.7 1.5 1.6 1.7 1.8 2.2 2.4 1.9 1.8 1.5 1.4 1.7 1.6 1.7 1.7 1.9 1.8 1.6 1.3 1.1 1.1 1.2 1.3 1.7 2.1 2.3 2.6 2.0 2.4 1.8 1.8 1.8 1.7 1.8 1.8 1.8 1.8 1.6 1.3 1.0 0.8 0.8 0.8 1.0 1.4 1.5 1.6 1.9 2.1 2.4 1.8 1.6 1.6 1.7 1.7 1.9 2.0 1.9 1.7 1.4 1.1 0.9 0.7 0.6 0.6 0.8 1.0 1.1 1.2 1.2 1.2 1.5 1.7 2.2 1.0 1.5 1.6 1.8 2.0 2.0 1.7 1.4 1.1 0.9 0.7 0.6 0.5 0.6 0.7 0.8 0.9 0.9 0.9 1.0 1.3 1.7 2.2 0.9 1.4 1.7 1.8 1.9 1.8 1.5 1.2 0.9 0.7 0.6 0.5 0.5 0.6 0.7 0.7 0.7 0.7 0.8 1.0 1.4 1.7 2.1 1.2 1.7 1.9 1.8 1.7 1.7 1.3 1.1 0.9 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.8 1.0 1.2 1.5 1.7 1.6 1.9 1.9 1.7 1.6 1.7 1.5 1.2 1.0 0.8 0.7 0.6 0.6 0.7 0.7 0.8 0.8 1.0 1.1 1.3 1.4 1.4 1.3 1.7 1.5 1.5 1.6 1.5 1.3 1.1 0.9 0.8 0.7 0.8 0.9 0.9 1.0 1.1 1.3 1.4 1.3 1.2 1.2 1.1 1.0 1.3 1.3 1.5 1.6 1.5 1.4 1.1 0.9 0.9 0.9 1.0 1.2 1.3 1.5 1.5 1.4 1.4 1.2 1.1 0.9 1.3 1.3 1.5 1.6 1.6 1.3 1.1 1.1 1.2 1.3 1.4 1.5 1.7 1.5 1.5 1.6 1.5 1.1 1.1 1.4 1.5 1.6 1.6 1.6 1.4 1.3 1.5 1.7 1.7 1.7 1.6 1.5 1.6 1.9 1.6 1.8 1.8 1.7 1.8 1.7 1.6 1.7 1.9 1.8 1.6 1.4 1.3 1.5 2.0 1.8 1.6 1.8 1.8 1.9 1.8 1.7 1.6 1.5 1.3 1.2 1.5 1.4 1.6 1.7 1.8 1.7 1.8 1.8 1.6 1.1 1.2 1.3 1.5 1.5 1.5 1.8 2.0 1.0 1.1 1.1 1.1 1.2 1.5 0.8 0.8 0.8 0.8 0.6 4.2 4.1 4.3 4.6 6.3 5.1 6.4 5.3 6.5 5.1 6.9 5.0 4.8 5.2 5.6 5.7 3.8 4.2 4.6 3.9 4.3 4.8 5.5 5.8 5.8 3.5 4.3 4.1 3.9 4.3 4.6 5.5 6.0 3.3 3.6 3.3 3.5 4.0 4.5 5.4 5.3 2.7 3.7 4.2 5.1 5.3 3.6 4.3 4.9 4.6 3.5 4.1 4.2 4.4 3.1 3.7 3.5 2.9 2.9 2.6 2.3 0.9 1.0 0.9 1.1 1.4 1.1 1.3 1.5 1.4 1.4 1.7 2.1 1.6 1.8 2.3 1.8 2.0 1.8 1.8 2.1 1.8 1.9 2.0 1.8 2.0 2.0 1.9 2.1 2.1 1.8 2.3 2.1 1.8 2.3 2.2 1.9 2.3 2.0 2.1 2.1 2.0 1.9 2.0 2.1 1.9 2.1 2.2 2.1 2.1 2.3 2.2 2.2 2.1 2.0 2.1 2.2 1.9 2.1 2.2 1.8 2.1 2.1 2.2 2.2 2.1 2.1 2.0 1.9 2.1 2.4 1.8 2.1 1.8 2.4 2.6 2.6 1.6 1.4 2.4 2.1 2.2 2.2 1.7 1.9 1.6 1.4 1.2 1.0 0.8 0.6 0.7 0.9 1.2 2.1 1.9 1.7 1.4 1.1 0.9 0.7 0.6 0.7 1.0 2.1 1.9 1.7 1.7 1.5 1.1 0.8 0.7 0.7 0.9 1.5 2.1 2.3 2.1 1.7 1.5 1.4 1.2 1.0 0.8 0.7 0.7 1.0 1.4 2.2 2.7 2.0 1.9 1.8 1.5 1.2 1.0 0.9 0.8 0.8 0.9 1.0 1.3 1.6 1.9 2.2 2.2 1.9 1.8 1.5 1.2 0.9 0.9 1.1 1.3 1.3 1.4 1.3 1.4 2.3 2.1 1.8 1.7 1.5 1.2 1.0 1.0 1.4 2.1 2.3 1.7 1.7 2.4 2.1 1.8 1.5 1.3 1.1 1.1 1.1 1.3 1.8 2.5 2.7 2.6 2.1 1.9 1.5 1.2 1.0 1.0 1.2 1.3 1.6 1.8 2.4 2.2 2.1 1.7 1.2 1.1 1.2 1.4 1.5 1.6 1.5 2.2 2.1 2.0 1.8 1.3 1.2 1.5 2.0 1.9 1.8 2.0 2.0 1.9 1.8 1.5 1.2 1.4 2.1 2.8 2.3 1.7 1.8 1.9 1.8 1.7 1.5 1.4 1.5 1.9 2.4 1.3 1.5 1.7 1.9 1.8 1.6 1.6 1.5 1.8 1.9 1.5 1.7 1.9 1.8 1.7 1.6 1.4 1.3 1.6 1.7 1.9 1.7 1.6 1.7 1.8 1.8 1.9 1.8 1.8 1.9 1.9 2.0 2.0 1.9 1.8 2.0 2.3 2.2 2.1 1.9 1.9 2.0 2.0 2.4 2.4 2.1 1.9 2.2 1.9 2.3 2.4 2.2 2.5 2.7 1.9 2.2 2.3 2.6 2.9 3.4 2.4 1.8 2.2 2.3 2.8 2.0 2.1 0.8 0.8 1.2 3.0 2.3 2.6 3.1 1.4 2.0 1.9 1.2 0.7 0.6 0.8 1.1 B B G V D D D B B B G V B B G V E 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. XD3 (TYP.) XD3 (TYP.) XL2 (TYP.) XD2E 15.01 15.02 XW2AExf XW1Exg XP1 XP1 XP4 XP4 XP3 XP3 XP3 XP1 XP2 XP2 XP2 XP3 XP3 XP3 XP2 XP2 XP2 XP2 XP2 XP2 XP3 XP4 XP4 XP4 XP4 XP1 XP2 (TYP.) XD2E XW1E XW1Exe XW1Exe XW1Exe XW1E XW1Exe (TYP.) XL1xb (TYP.) XD1Exc XW2AExf XW2AExf XW1Exg XW1Exg XW1Exe XW2AExf XW2AExfXW2AExf XR1xd XR1xd XR1xd XR1xd XR1xd XR1xd XR1xd XW1Exe XP2 XP2 TR U E N O R TH PROJECT 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 PERMIT SET 05-26-2022 5/26/2022 8:33:07 AMAs indicated <Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com SITE LIGHTING AREA C 218421340 EA-103 SHEET NOTES 15.04 AIRFIELD LIGHTING TO BE PROVIDED BY OTHERS. 1" = 30'-0"EA-103 1 PLAT 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 1.8 | 2.0 4.5 | N/A 5:1 | 15:1 MAX LOADING DOCK 5.1 | 6.0 7.3 | N/A 3:1 | 3:1 MAX ROADWAY 1.69 | 1.0 3.5 | 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 14.8 | N/A 3:1 | 2:1 AVG PEDESTRIAN PATHWAY 1.68 | 1.0 3.9 | N/A 3:1 | 4:1 AVG 2.5 | 3.0 4.0 | N/A 3:1 | 3:1 MAX*REDUCED LOADING DOCK 1 ISSUED FOR PERMIT 2021.10.15 2 REVISED 2021.11.05 3 REVISED 2022.01.04 4 REVISED 2022.01.13 5 REVISED 2022.01.31 6 REVISION 2022.05.26 1.7 1.6 1.7 1.4 1.2 1.6 1.6 1.6 1.4 1.3 2.0 2.0 1.7 1.4 2.2 1.9 1.7 1.4 1.6 1.9 1.9 1.6 1.3 1.6 1.6 1.8 1.5 1.3 1.6 1.6 1.5 1.4 1.3 1.8 1.7 1.5 1.4 2.1 1.9 1.5 1.4 2.0 2.1 1.8 1.4 1.3 1.7 2.0 1.8 1.4 1.2 1.6 1.6 1.7 1.4 1.6 1.6 1.5 1.4 1.9 1.9 1.5 1.3 2.1 1.8 1.5 1.3 1.9 1.7 1.4 1.2 1.7 1.7 1.3 1.2 1.5 1.4 1.2 1.4 1.4 1.3 1.0 1.3 1.4 1.3 1.1 1.5 1.3 1.1 1.7 1.6 1.3 2.1 1.6 1.5 1.2 1.7 1.6 1.2 1.8 1.7 1.3 1.1 1.7 1.5 1.3 2.1 1.6 1.5 1.2 0.8 1.8 1.5 1.3 1.0 2.5 1.9 1.5 2.2 1.9 1.4 3.0 2.0 1.6 1.9 1.9 1.3 1.5 1.8 1.4 1.4 1.4 1.2 1.4 1.3 1.2 1.4 1.3 1.2 1.0 1.7 1.6 1.3 1.1 2.9 1.9 1.5 1.2 2.1 1.8 1.2 1.8 1.9 1.3 1.8 1.5 1.7 1.5 1.6 1.5 1.5 1.3 1.7 1.5 1.4 1.3 2.0 1.7 1.4 1.3 1.9 2.0 1.9 1.4 1.2 1.4 1.7 1.8 1.3 1.1 1.4 1.4 1.6 1.3 1.4 1.4 1.3 1.2 1.8 1.6 1.3 1.3 1.1 2.4 1.8 1.6 1.3 1.1 2.0 1.9 1.6 1.3 1.2 1.5 1.8 1.4 1.2 1.3 1.6 1.4 1.2 1.3 1.6 1.5 1.4 1.3 2.6 1.8 1.7 1.5 1.4 1.2 2.3 2.7 2.2 2.0 1.8 1.4 1.1 1.8 1.8 2.0 2.2 1.9 1.6 1.4 1.7 2.1 2.9 3.4 2.4 1.9 1.7 1.8 1.9 1.9 2.0 1.8 1.5 1.7 2.2 2.5 2.7 2.8 2.6 2.5 2.4 2.4 2.2 2.1 2.0 2.0 1.9 1.9 2.1 2.2 2.4 2.7 2.8 2.8 2.4 2.3 2.2 2.3 2.3 2.1 2.1 2.3 2.4 2.6 2.7 2.6 2.6 2.6 2.5 2.3 2.3 1.8 2.1 2.3 2.3 2.3 2.3 2.4 1.3 1.9 1.2 1.9 1.3 1.1 0.9 1.0 1.5 1.4 1.1 1.0 0.9 1.2 1.5 0.8 0.6 0.5 0.4 0.5 0.6 0.9 0.4 0.3 0.4 2.7 4.0 4.3 2.8 1.4 1.8 4.9 3.4 2.5 2.4 3.4 4.4 2.0 1.0 1.1 0.0 0.0 3.4 0.0 3.5 0.0 2.2 0.1 1.2 1.6 2.4 0.7 3.5 0.9 2.5 3.4 3.7 2.5 1.0 D S G V 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 TR U E N O R TH PROJECT 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 PERMIT SET 05-26-2022 5/26/2022 8:33:10 AMAs indicated <Pick location in Project Information>Stantec Architecture Inc 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 PLAT 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 1.8 | 2.0 4.5 | N/A 5:1 | 15:1 MAX LOADING DOCK 5.1 | 6.0 7.3 | N/A 3:1 | 3:1 MAX ROADWAY 1.69 | 1.0 3.5 | 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 14.8 | N/A 3:1 | 2:1 AVG PEDESTRIAN PATHWAY 1.68 | 1.0 3.9 | N/A 3:1 | 4:1 AVG 2.5 | 3.0 4.0 | N/A 3:1 | 3:1 MAX*REDUCED LOADING DOCK 1 ISSUED FOR PERMIT 2021.10.15 2 REVISED 2021.11.05 3 REVISED 2022.01.04 4 REVISED 2022.01.13 5 REVISED 2022.01.31 6 REVISION 2022.05.26 UP UP UP UP UP UP UP 1.53.55.513.4 1 1 15 15 20 20 21 21 CC DD FF GG HH II S1 C.6C.6 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.5 17.2 13 13 12 11 11 10 9 9 S8 7.5 G'G' H.7 S3 S5S6 S4 S7 S2 K 11.5 17 17 16 15.519.1 S9 D.5 D.6 F.5 F.6 18 18 19 19 13.5 F'F'23'-2 1/2"DOOR FRAME OPENING120'-0"EXISTING CONTINENTAL HANGAR 18'-3"18'-3"14'-4 1/4"14'-4 1/4"30'-6"20'-6"24'-0"24'-0"24'-0"25'-0"25'-0"24'-0"24'-0"25'-0"25'-0"24'-0"24'-0"24'-0"25'-0"73'-0"31'-8 1/2"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"35'-0"12'-0"32'-8 1/2" 23'-6"23'-6"23'-6"23'-6"23'-6"23'-6"23'-6"30'-0 1/2"32'-7"31'-0"2'-9 1/2"168'-10"1'-2"50'-0"170'-0"51'-0"28'-8 1/2"36'-6"12'-4 1/2"20'-2 1/2"17'-6"17'-6"17'-6"2'-10 1/2"14'-7 1/2"17'-6"17'-6"17'-6"17'-6"17'-6"17'-6"17'-6"17'-6"17'-6"17'-6"15'-9"16'-11 1/2" 30'-0"30'-0"30'-0"30'-0"30'-0" 52'-4" 8 2.4 1 ° 8 2.4 1° M IN60' - 0 "6'-5" 1 1 8 .2 5 °5'-0"20'-0"HANGAR DOOR OPENING120'-0"20'-0"56'-9 1/2"29'-8" OUTLINE OF TRANSFORMER PIT ABOVE 13'-4"WALL PANEL TO MATCH HANGAR DOORWALL PANEL TO MATCH HANGAR DOORWALL MATCH HANGAR DOOR PANELS65'-2"24'-6"24'-6" 1'-9 1/2"1/2"3'-10 1/2"7'-0"3'-9 1/2"2'-1 1/4"2'-9" 41'-9 65/128"4'-0" 6'-10 1/2"1'-10"1'-10"6'-10 1/2" FORKLIFT PARKING 3'-9"8'-5"2 HR FIRE RATED BATTERY STORAGE 109 110E 108 106107 2'-5" 112B 116 119 120A 120B121117 EX-4 EX-5 3'-4"10'-10 1/2"1'-5"6'-4"50'-11 91/128"6'-4"5'-0"3'-10 1/2"3'-0"19'-8 1/4" 103104 101A 100B102 100A 110B 114A 118 122 123 124 ST-2A EX-6 EX-7 101B 110C EX-1 OH-2OH-1 EX-3EX-2 OH-4 OH-5 110A ST-4A HANGAR 2 HR FIRE RATED BATTERY STORAGE CONTAINER114B115A11"14'-4 1/4"14'-4 1/4"1'-7" 1'-7" 13'-4" 2 A-201 3A-2014 A-201 1A-201A-211 3_______ A-211 3_______ A-211 2_______ A-211 2_______ A-211 1_______ A-211 1_______ A-212 3_______ A-212 3_______ A-212 2_______ A-212 2_______ A-212 1_______ A-212 1_______ CARBON STAGING FAL1-CS STATIC CELL FAL1-SC2 BUFFER FAL1-B1 STATIC CELL FAL1-SC1 BUFFER FAL1-B2 CELL 080 FAL1-C8 CELL 010 FAL1-C1 CELL 020 FAL1-C2 CELL 030 FAL1-C3 CELL 050 FAL1-C5 CELL 060 FAL1-C6 CELL 070 FAL1-C7 CELL 010 FAL2-C1 CELL 020 FAL2-C2 CELL 030 FAL2-C3 CELL 050 FAL2-C5 CELL 060 FAL2-C6 CELL 070 FAL2-C7 CARBON STAGING FAL2-CS BUFFER FAL2-B1 STATIC CELL FAL2-SC1 STATIC CELL FAL2-SC2 BUFFER FAL2-B2 CELL 080 FAL2-C8 35'-11"31'-8 1/2"12'-0"35'-0"47'-0"47'-0"94'-0"185'-8 1/2"TR U E N O R TH PROJECT NORTH © 2021 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 PERMIT SET 01-31-2021 1/27/2022 4:58:04 PM1/32" = 1'-0"<Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com FLOOR PLAN -LEVEL 1 218421340 A-1011/32" = 1'-0"A-101 1 FLOOR PLAN -LEVEL 1 FULL BUILD 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED REVISED REVISED REVISED 2022.01.04 2022.01.18 2022.01.31 UP UP UP UP UP 1.53.55.513.4 11520 21 C D FF GG HH II S1 C.6 F.4 D.1 D.2 D.3 D.4 F.1 F.2 E E.5 E.5 B A.5 A 14 9.5 8 7 6 5 4 3 2 F.3 S10S11 JJ B.5 17.2 13 12 11 10 9 S8 7.5 G'G' H.7 S3 S5S6 S4 S7 S2 K 11.5 17 16 15.519.1 S9 D.5 D.6 F.5 F.6 1819 13.5 F'F' 36'-2 11/16"30'-0 1/2"32'-7"31'-0"2'-9 1/2"168'-10"1'-2"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"14'-4 1/4"14'-4 1/4"18'-3"18'-3"31'-8 1/2"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"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"17'-6"2'-10 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"OPEN TO BELOW MEZZANINE CATWALK OPEN TO BELOW AIR ROTATION UNIT, TYP. EXISTING CONTINENTAL HANGAR M IN60' - 0"1 1 8 .2 5 °97.59°97.59°30'-0"30'-0"30'-0"30'-0"30'-0" 52'-4" 17'-6"17'-6" TO SLAB TO SLAB ELEV=340'-0" 17'-6"17'-6" 6'-5" TRANSFORMER PIT TO SLAB TO SLABELEV=340'-0" OUTLINE OF CANOPY ABOVE SHOWN DASHED 1'-9 1/2"1'-9 1/2" 1'-9 1/2" 1'-9 1/2"1'-9 1/2"1'-9 1/2"1'-9 1/2"1'-9 1/2"3'-9" 12 3'-4 1/2"8'-0"3'-9"LOUVER16'-6" R.O.LOUVER16'-6" R.O.5'-3"4'-3"LOUVER16'-6" R.O.ST-1B M103EX-9 M134 M135 M136 ST-2B M134A EX-10 OH-4 OH-5 HANGAR T1 T2 11 1/2"2"10'-0"26'-8"2 A-201 3A-2014 A-201 1A-201A-211 3_______ A-211 3_______ A-211 2_______ A-211 2_______ A-211 1_______ A-211 1_______ A-212 3_______ A-212 3_______ A-212 2_______ A-212 2_______ A-212 1_______ A-212 1_______TR U E N O R TH PROJECT NORTH © 2021 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 PERMIT SET 01-31-2021 1/27/2022 4:58:09 PM1/32" = 1'-0"<Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com FLOOR PLAN MEZZANINE 218421340 A-101M1/32" = 1'-0"A-101M 1 FLOOR PLAN -MEZZANINE FULL BUILD 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED REVISED REVISED REVISED 2022.01.04 2022.01.18 2022.01.31 UP UP UP 1.53.55.513.4 1 1 15 15 20 20 21 21 CC DD FF G H I S1 C.6C.6 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 8 7 7 6 6 5 5 4 4 3 3 2 2 F.3 S10S11 J B.5 17.2 13 13 12 12 11 11 10 10 9 9 S8 7.5 G' H.7 S3 S5S6 S4 S7 S2 K 11.5 17 17 16 15.519.1 S9 D.5 D.6 F.5 F.6 18 18 19 19 13.5 F'F' OPEN TO BELOW 30'-0 1/2"32'-7"31'-0"2'-9 1/2"168'-10"1'-2"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"14'-4 1/4"14'-4 1/4"18'-3"18'-3"31'-8 1/2"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"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"17'-6"2'-10 1/2"14'-7 1/2"17'-6"17'-6"12'-4 1/2"20'-2 1/2"90 .0 0°8 2.4 1 ° 0' - 1" / 1' - 0" 30'-0"30'-0"30'-0"30'-0"30'-0" 52'-4" 9 0.00°9 0.0 0 ° 30'-0" 1 0 2 .0 0 ° 28'-0" 6'-5"17'-6"17'-6" 1'-5 1/2"1'-5 1/2"85'-9 1/2"0' - 0 1/4" / 1' - 0"0' - 0 1/4" / 1' - 0"3'-9" OFDRD RDOFD 0' -0 1/2" / 1' -0"0' -0 1/2" / 1' -0"9'-6 1/4"2 A-201 4 A-201 1A-201A-211 3_______ A-211 3_______ A-211 2_______ A-211 2_______ A-211 1_______ A-211 1_______ A-212 3_______ A-212 3_______ A-212 2_______ A-212 2_______ A-212 1_______ A-212 1_______ 35'-11"31'-8 1/2"12'-0"35'-0"47'-0"47'-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"TR U E N O R TH PROJECT NORTH © 2021 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 PERMIT SET 01-31-2021 1/27/2022 4:58:12 PM1/32" = 1'-0"<Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com FLOOR PLAN LEVEL 2 218421340 A-1021/32" = 1'-0"A-102 1 FLOOR PLAN -LEVEL 2 FULL BUILD 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED REVISED REVISED REVISED 2022.01.04 2022.01.18 2022.01.31 UP UP UP UP UP 1.53.55.513.4 1 1 15 15 20 20 21 21 CC DD FF G H I S1 C.6C.6 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 J B.5 17.2 13 13 12 11 11 10 9 9 S8 7.5 G' H.7 S3 S5S6 S4 S7 S2 K 11.5 17 17 16 15.519.1 S9 D.5 D.6 F.5 F.6 1819 19 13.5 F'F' LINEAR SKYLIGHT, TYP.30'-0 1/2"32'-7"31'-0"2'-9 1/2"168'-10"1'-2"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"14'-4 1/4"14'-4 1/4"18'-3"18'-3"31'-8 1/2"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"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"17'-6"2'-10 1/2"14'-7 1/2"52'-11 21/32"12'-4 1/2"20'-2 1/2"H.P. H.P. 17'-6"17'-6"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'-4" RD RD RDL.P. OFD OFD OFD RD OFD RD OFD 0' - 0 5/16" / 1' - 0"17'-10 1/2" SKYLIGHT OPENING 416'-8"17'-10 1/2" 17'-6"17'-6"6'-5" OFDRD RDOFD 76'-4 9/16"SKYLIGHT OPENING17'-2 7/8"76'-4 9/16"RD RD RDL.P. OFD OFD OFD RD OFD RD OFD 0' - 0 1/2" / 1' - 0" 0' - 0 1/2" / 1' - 0"0' - 0 5/16" / 1' - 0"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 1/2" / 1' - 0"0' - 0 1/2" / 1' - 0" 0' - 0 1/2" / 1' - 0" 0' - 0 1/2" / 1' - 0" ROOF HATCH ROOF HATCH RMS-1A A-300 RMS-1A A-300 SKYLIGHTS7'-8"7'-8" 6'-1"33'-3"EQEQEQEQA-602 6 3'-9"0' - 0 1/4" / 1' - 0"0' - 0 1/4" / 1' - 0"0' -0 1/2" / 1' -0"0' -0 1/2" / 1' -0"3 3/16"FRAME OPENING 2'-6"12'-3 5/8"FRAME OPENING8'-0"ROOF HATCH 2 A-201 3A-2014 A-201 1A-201A-211 3_______ A-211 3_______ A-211 2_______ A-211 2_______ A-211 1_______ A-211 1_______ A-212 3_______ A-212 3_______ A-212 2_______ A-212 2_______ A-212 1_______ A-212 1_______ 35'-11"31'-8 1/2"47'-0"47'-0"47'-0"47'-0"47'-0"185'-8 1/2" RD RD RDL.P. OFD OFD OFD RD OFD RD OFD INDICATES LOCATION OF PV ARRAY BY OTHERS TR U E N O R TH PROJECT NORTH © 2021 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 PERMIT SET 01-31-2021 1/27/2022 4:58:21 PMAs indicated <Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com ROOF DRAINAGE PLAN 218421340 A-1031/32" = 1'-0"A-103 1 ROOF DRAINAGE PLAN FULL BUILD 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED REVISED REVISED REVISED 2022.01.04 2022.01.18 2022.01.31 UP UP UP UP UP 1.53.55.513.4 1 1 15 15 20 20 21 21 CC DD FF G H I S1 C.6C.6 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 J B.5 17.2 13 13 12 11 11 10 9 9 S8 7.5 G' H.7 S3 S5S6 S4 S7 S2 K 11.5 17 17 16 15.519.1 S9 D.5 D.6 F.5 F.6 1819 19 13.5 F'F' 2 A-201 3A-2014 A-201 1A-201A-211 3_______ A-211 3_______ A-211 2_______ A-211 2_______ A-211 1_______ A-211 1_______ A-212 3_______ A-212 3_______ A-212 2_______ A-212 2_______ A-212 1_______ A-212 1_______ LINEAR SKYLIGHT, TYP.30'-0 1/2"32'-7"31'-0"2'-9 1/2"168'-10"1'-2"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"14'-4 1/4"14'-4 1/4"18'-3"18'-3"31'-8 1/2"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"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"17'-6"2'-10 1/2"14'-7 1/2"52'-11 21/32"12'-4 1/2"20'-2 1/2"H.P. H.P. 17'-6"17'-6"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'-4" RD RD RDL.P. OFD OFD OFD RD OFD RD OFD 0' - 0 5/16" / 1' - 0"17'-10 1/2" SKYLIGHT OPENING 416'-8"17'-10 1/2" 17'-6"17'-6"6'-5" OFDRD RDOFD 76'-4 9/16"SKYLIGHT OPENING17'-2 7/8"76'-4 9/16"RD RD RDL.P. OFD OFD OFD RD OFD RD OFD 0' - 0 1/2" / 1' - 0" 0' - 0 1/2" / 1' - 0"0' - 0 5/16" / 1' - 0"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 1/2" / 1' - 0"0' - 0 1/2" / 1' - 0" 0' - 0 1/2" / 1' - 0" 0' - 0 1/2" / 1' - 0" ROOF HATCH ROOF HATCH RMS-1A A-300 RMS-1A A-300 SKYLIGHTS7'-8"7'-8" 6'-1"33'-3"EQEQEQEQA-602 6 3'-9"0' - 0 1/4" / 1' - 0"0' - 0 1/4" / 1' - 0"0' -0 1/2" / 1' -0"0' -0 1/2" / 1' -0"3 3/16"FRAME OPENING 2'-6"12'-3 5/8"FRAME OPENING8'-0"ROOF HATCH 35'-11"31'-8 1/2"47'-0"47'-0"47'-0"47'-0"47'-0"185'-8 1/2"TR U E N O R TH PROJECT NORTH © 2021 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 PERMIT SET 01-31-2021 1/27/2022 4:58:27 PM1/32" = 1'-0"<Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com ROOF PLAN 218421340 A-1041/32" = 1'-0"A-104 1 ROOF PLAN FULL BUILD 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED REVISED REVISED REVISED 2022.01.04 2022.01.18 2022.01.31 TR U E N O R TH PROJECT NORTH © 2021 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 PERMIT SET 01-31-2021 1/27/2022 5:03:49 PM<Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com BUILDING PERSPECTIVES 218421340 A-200 A-200 1 PERSPECTIVE -NORTH -FULL BUILD A-200 2 PERSPECTIVE -EAST -FULL BUILD A-200 3 PERSPECTIVE -WEST -FULL BUILD A-200 4 PERSPECTIVE -SOUTH -FULL BUILD 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED REVISED REVISED REVISED 2022.01.04 2022.01.18 2022.01.31 LEVEL 1 320'-0" MEZZANINE 340'-0" LEVEL 2 354'-0" H.P. OF HIGH ROOF 375'-0" C D F G H IEBA JG'F' INSULATED METAL PANEL WALL CLADDING W/ 3" ACCENT FINS LINEAR SKYLIGHT, TYP. CONTINUOUS BLADE PROJECTED LOUVER PRECAST CONCRETE BASE OPENINGS IN INSULATED PANEL FOR HVAC BEYOND LOUVERS DOME SKYLIGHT, TYP. PRECAST CONCRETE BASE 16'-6"7'-0"16'-6"7'-0"16'-6"7'-0"R2A L2 L2 L2 CONTINUOUS BLADE SCREEN AT TRANSFORMERS BEYONDBEYONDBEYOND PIT AT TRANSFORMERS SHOWN DASHEDCURB8"SHELF11"4'-3 1/2" 8'-0 1/4"CURB4'-5"SHELF8"5'-2 1/4" 8'-0 1/4" 7'-1"12'-0"8"3'-5"A-212 2_______ A-212 2_______ A-212 1_______ A-212 1_______ LEVEL 1 320'-0" MEZZANINE 340'-0" H.P. OF HIGH ROOF 375'-0"FSA-605A 4_______ 1152021148765432 S10S11 13 12 11 10 9 S8 17 16 S9 1819 FAA HEIGHT RESTRICTION PRECAST CONCRETE BASE DOWNSPOUT AND SCUPPER, TYP. FIN REPEAT PATTERN FOR EAST FACADE A-211 3_______ A-211 3_______ A-211 2_______ A-211 2_______ A-211 1_______ A-211 1_______ A-212 3_______ A-212 3_______ LEVEL 1 320'-0" MEZZANINE 340'-0" LEVEL 2 354'-0" H.P. OF HIGH ROOF 375'-0" CDF GHI E B A J G' F' TRANSLUCENT SLIDING DOORS W/ GLAZED LOWER PANELS, TYP. INSULATED METAL PANEL WALL CLADDING W/ 3" ACCENT FINS, TYP. LINEAR SKYLIGHT 36'-0"CW2A CW2B FAA HEIGHT RESTRICTION HANGAR DOOR CLEAR OPENING 120'-0" TRANSLUCENT WALL TO MATCH HANGAR DOOR INSULATED METAL PANEL -FLAT JOINTS TRANSLUCENT WALL TO MATCH HANGAR DOOR DOME SKYLIGHT, TYP.HANGAR DOOR OPENING HEIGHT36'-0"PANEL WIDTH 20'-0" W1A C1A R2B A-212 2_______ A-212 2_______ A-212 1_______ A-212 1_______ LEVEL 1 320'-0" MEZZANINE 340'-0" LEVEL 2 354'-0" H.P. OF HIGH ROOF 375'-0" 1 15 2014876543213121110917161819 INSULATED METAL PANEL WALL CLADDING W/ 3" ACCENT FINS, TYP. OVERHEAD ROLL UP DOOR - AT SHIPPING & RECEIVING OVERHEAD ROLL UP DOORS - AT SHIPPING & RECEIVING TRIPLE GLAZED WINDOW SYSTEM, TYP. R1B R1A R1C R1B R1A R1B R1A R1C R1C W3A W3CR1AR1CR1BR1BR1B W1A W1C W1AR1BW2 C1AC1CC1BC1CL1L1C1AC1D C1A C1D PRECAST CONCRETE BASE FAA HEIGHT RESTRICTION INSULATED METAL PANEL STACK JOINT INSULATED METAL PANEL -FLAT JOINTS DOME SKYLIGHT, TYP. C1A C1A W4A W4CDC1B A-211 3_______ A-211 3_______ A-211 2_______ A-211 2_______ A-211 1_______ A-211 1_______ A-212 3_______ A-212 3_______TR U E N O R TH PROJECT NORTH © 2021 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 PERMIT SET 01-31-2021 1/27/2022 5:05:13 PM1" = 20'-0"<Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com BUILDING ELEVATIONS 218421340 A-2011" = 20'-0"A-201 1 BUILDING ELEVATION -SOUTH ENTRANCE -FULL BUILD 1" = 20'-0"A-201 2 BUILDING ELEVATION -EAST -FINS -FULL BUILD 1" = 20'-0"A-201 3 BUILDING ELEVATION -NORTH RUNWAY -FULL BUILD 1" = 20'-0"A-201 4 BUILDING ELEVATION -WEST LOADING -FULL BUILD 1 3 2 4 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED REVISED REVISED REVISED 2022.01.04 2022.01.18 2022.01.31 TRU E N O R TH PROJECT NORTH © 2021 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 PERMIT SET 01-31-2021 1/27/2022 5:53:13 PM<Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com RENDERED ELEVATIONS 218421340 A-202 1 2 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED REVISED REVISED REVISED 2022.01.04 2022.01.18 2022.01.31 TRU E N O R TH PROJECT NORTH © 2021 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 PERMIT SET 01-31-2021 1/27/2022 5:53:17 PM<Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com RENDERED ELEVATIONS 218421340 A-203 1 2 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED REVISED REVISED REVISED 2022.01.04 2022.01.18 2022.01.31 LEVEL 1320'-0"MEZZANINE340'-0"LEVEL 2354'-0"L.P. OF LOW ROOF368'-0"H.P. OF HIGH ROOF375'-0"36'-0"7'-0"14'-0"14'-0"20'-0"CDFGHIC.5EE.5G'EXPANSION JOINT58'-6 73/128"DINING325'-0"MECHANICALASSEMBLYOFFICE75'-0"20'-0"75'-0"75'-0"20'-0"75'-0"LEVEL 1320'-0"MEZZANINE340'-0"LEVEL 2354'-0"L.P. OF LOW ROOF368'-0"H.P. OF HIGH ROOF375'-0"7'-0"14'-0"14'-0"20'-0"75'-0"20'-0"75'-0"CDFGHIEBG'6" EXPANSION JOINTH.72'-9 1/2"DINING325'-0"TO STEELTO STEELELEV=372'-9"TO STEELTO STEELELEV=374'-1 7/8"12" FOR PURLINSLAINCO TRUSSH.P.L.P.75'-0"20'-0"75'-0"LEVEL 1320'-0"MEZZANINE340'-0"LEVEL 2354'-0"L.P. OF LOW ROOF368'-0"H.P. OF HIGH ROOF375'-0"A-6024A-32017'-0"14'-0"14'-0"20'-0"CDFGHIEBAJG'EXPANSION JOINTH.7DINING325'-0"LOADINGASSEMBLYOFFICE75'-0"20'-0"75'-0"75'-0"20'-0"75'-0"© 2018 StantecProject No.ScaleKey PlanIssued/Revision6A54321BCDEConsultantORIGINAL SHEET - ARCH E1 Permit/SealYYYY.MM.DD10/15/2021 1:58:16 PM<Pick location in Project Information>Stantec Architecture and Engineering P.C.311 Summer StreetBoston, MA 02210-1723Tel: (617) 234-3100www.stantec.comBUILDING SECTIONS218421340A-2113/64" = 1'-0"A-2113BUILDING SECTION - GRID 13/64" = 1'-0"A-2112BUILDING SECTION - GRID 123/64" = 1'-0"A-2111BUILDING SECTION - GRID 161 2 31 2 3ISSUED FOR PERMIT 2021.10.15 LEVEL 1320'-0"MEZZANINE340'-0"LEVEL 2354'-0"L.P. OF LOW ROOF368'-0"H.P. OF HIGH ROOF375'-0"1.53.55.513.57'-0"14'-0"14'-0"20'-0"11519149.5876543217.11312111097.5DINING325'-0"11.5171615.218LEVEL 1320'-0"MEZZANINE340'-0"LEVEL 2354'-0"L.P. OF LOW ROOF368'-0"H.P. OF HIGH ROOF375'-0"1.53.55.513.57'-0"14'-0"14'-0"20'-0"11519149.5876543217.11312111097.5DINING325'-0"11.5171615.218LEVEL 1320'-0"MEZZANINE340'-0"LEVEL 2354'-0"L.P. OF LOW ROOF368'-0"H.P. OF HIGH ROOF375'-0"7'-0"14'-0"14'-0"20'-0"11519206S10S1112S8DINING325'-0"11.5171615.218S9© 2018 StantecProject No.ScaleKey PlanIssued/Revision6A54321BCDEConsultantORIGINAL SHEET - ARCH E1 Permit/SealYYYY.MM.DD10/15/2021 1:58:22 PM<Pick location in Project Information>Stantec Architecture and Engineering P.C.311 Summer StreetBoston, MA 02210-1723Tel: (617) 234-3100www.stantec.comBUILDING SECTIONS218421340A-2123/64" = 1'-0"A-2122BUILDING SECTION - GRID E.53/64" = 1'-0"A-2123BUILDING SECTION - GRID D3/64" = 1'-0"A-2121BUILDING SECTION - GRID H123123ISSUED FOR PERMIT 2021.10.15 OWNER: BETA AIR, LLC 1150 AIRPORT DRIVE, SOUTH BURLINGTON, VT 05446 tel: (802) 281-3623 www.beta.team ARCHITECT OF RECORD: DESIGN ARCHITECT:DESIGN ARCHITECT: INDUSTRIAL CONSULTANT: INTERIOR DESIGN STANTEC ARCHITECTURE INC 311 Summer Street Boston, MA 02210-1723 tel: (617) 234-3100 www.stantec.com MEP-FP ENGINEER CONSTRUCTION MANAGER: TRANSPORTATION CONSULTANT ACOUSTICAL CONSULTANT STRUCTURAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT ENVELOPE CONSULTANT PROJECT TEAM PC CONSTRUCTION 193 TILLEY DR, SOUTH BURLINGTON, VT 05403 tel: (802) 658-4100 www.pcconstruction.com STUDIO III ARCHITECTS 23 MAIN ST, BRISTOL, VT 05443 tel: (802) 453-3286 studio3architecture.net RIST-FROST-SHUMWAY ENGINEERING 71 Water Street Laconia, NH 03246 tel: (603) 524-03246 www.rfsengineering.com STANTEC ARCHITECTURE INC 650 Smithfield St, Suite 2500 Pittsburgh, PA 15222-3900 tel: (412) 394-7000 www.stantec.com SCOTT+PARTNERS 7 CARMICHAEL ST, ESSEX JUNCTION, VT 05452 tel: (802) 879-5153 www.scottpartners.com STANTEC ARCHITECTURE INC 193 Tilley Dr., Suite 101 South Burlington, VT 05403-7824 tel: (802) 864-0223 www.stantec.com R. J. KENNEY ASSOCIATES PO Box 1748 72 Washington Street Plainville, MA 02762 tel: (508) 695-1526 www.rjkenney.com STANTEC ARCHITECTURE INC 650 Smithfield St, Suite 2500 Pittsburgh, PA 15222-3900 tel: (412) 394-7000 www.stantec.com WAGNER HODGSON 7 Marble Ave Burlington, VT 05401 tel: (802) 864-0010 https://wagnerhodgson.com STANTEC ARCHITECTURE INC 720 Third Avenue Suite 1500 Seattle, Washington 98104Contact: tel: (206) 667-0555 www.stantec.com STANTEC ARCHITECTURE INC 193 Tilley Dr., Suite 101 South Burlington, VT 05403-7824 tel: (802) 864-0223 www.stantec.com PERMIT SET -A BUILD SPECIFICATIONS KALIN ASSOCIATES 1121 Washington St # 2 West Newton, MA 02465 tel: (617) 964-5477 www.kalinassociates.com STANTEC ARCHITECURE INC 311 Summer Street Boston, MA 02210-1723 tel: (617) 234-3100 www.stantec.com AV/TEL-DATA/SECURITY STANTEC ARCHITECTURE INC 475 Fifth Avenue 12th Floor New York 10017-7239 tel: (212) 366-5600 www.stantec.com BETA TECHNOLOGIES - BTV FACILITY 3070 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 218421340PERMIT SET - A BUILD - 05.04.2022 DDDDD DDDDDDDDDDD D D D SDSDSDDDD D D D D D U D UDX X X XXXXXXXXXXS E B B WV WV E WVWV S OSW S WV S WV WV W WV WV WV WV BB SVENT PIPE BROWN ANIMAL HOSPITAL GARAGE DOOR A-9 A-14 A-17 A-2 A-11 A-18 A-1 START A-6 A-7 A-4 A-8 A-3 A-15 A-19 A-12 A-16 A-5 A-13 A-10 EL PANELMULTIPLE DROPS W/ METER & SHUTOFF BREAKER CONC. WALK WOO D S T E P S 10'DIA BOULDER/4'AG BLUE BOULDERS CENTER 10' WIDEGARAGE DOORSILL 318.3 CENTER 3'WIDE DOOR SILL 318.3 CONCRETE BLUE BLUE BLUE CENTER 3'WIDE DOORSILL 318.3 STEPSCONCRETE WOODS WOODS CONDUIT2' TALL CONDUIT2' TALL X X X X XCENTER 3'WIDE DOORSILL 318.3 BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE 20' WIDE CWD EASEMENT 20' WI D E C W D E A S E M E N T100' WIDE GMP EASEMENT100' WIDE GMP EASEMENT20' WIDE EASEMENT30' WIDE SEWER FORCE MAIN EASEMENTEXISTING STATE HWY ROW EXISTING STATE HWY ROW EXISTING STATE HWY ROW EXISTING STATE HWY ROW EXISTING STATE HWY ROW EXISTING STATE HWY ROW30' 20' WIDE EASEMENT20' WIDE EASEMENTOSW EL OUTLET0.5'AG 128A LI1DROP EL METER5.5'AG 97522121 TELPED EL BOX 3'WIDE/1'TALL DRAINAGE OPENING TEL PED4'TALL KEYPAD ppp ppppp p p pp p p p ppp p p pp pppppppppppppppp pppppppppppppp p pppp pp pppppppppppppppppppppppppppppppppppppppppppppppppp p TOFATOFAOHE OHE OHE OHE OHE OHEFMFMFMS S S S S OVERALL SITE PLAN (A-BUILD) C-200A As indicated \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\drawing\sheet_files_abuild_permit - Parking_Removed\179450350_c-200A_project_site_pln.dwg5/4/2022 4:12 PM By: Mountain, Gabrielle© 2018 Stantec Project No. Scale Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com PERMIT SET 05-04-2022 ISSUED FOR PERMIT 2021.01.31 REVISED PERMIT 2021.05.04 ppppp p p ppppppppppppppppppppppppppppppppppppppppppppppppp ppppppppppppppppppppppppppppppppppppppppppppppppppp p p p p p X X X X X XXXX XXXXXXXXXXXD D E D DDD W B B SVENT PIPE A-9 A-14 A-17 A-2 A-11 A-18 A-1 START A-6 A-7 A-4 A-8 A-3 A-15 A-19 A-12 A-16 A-5 A-13 A-10 CONC. WALKCONCRETE PAVED BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE DDDDD DDDDDD D D FMFMS S SITE PLAN C-201A AS INDICATED \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\drawing\sheet_files_abuild_permit - Parking_Removed\179450350_c-201A_c-202A_site_pln.dwg5/3/2022 5:06 PM By: Mountain, Gabrielle© 2018 Stantec Project No. Scale Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com PERMIT SET 05-04-2022 ISSUED FOR PERMIT 2021.01.31 REVISED PERMIT 2021.05.04 pppppppppppp WV WVWV S OSW WV W WV WV WV WV DDD W STEPSPAVED CONCRETE X TELPED 3'WIDE/1'TALL DRAINAGE OPENING DDD DDDDDDDDDDD D D DD D D D D OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHE OHE OHE OHEFMFMFMFMFMFMFMS S S S S SITE PLAN C-202A AS INDICATED \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\drawing\sheet_files_abuild_permit - Parking_Removed\179450350_c-201A_c-202A_site_pln.dwg5/3/2022 5:06 PM By: Mountain, Gabrielle© 2018 Stantec Project No. Scale Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com PERMIT SET 05-04-2022 ISSUED FOR PERMIT 2021.01.31 REVISED PERMIT 2021.05.04 SDDDDSDSDDSDSD SDD DSDSDDDDSDSDSDFDFD FDFDFDFDFDFDFDFDFDFDFDSDSDDSDSDD D D FDUDFDFDSDppppp p p ppppppppppppppppppppppppppppppppppppppppppppppppp ppppppppppppppppppppppppppppppppppppppppppppppppppp p p p p p 326 ' 326'316'X X X X X XXXX XXXXXXXXXXXD D E D DDD W B B SVENT PIPE A-9 A-14 A-17 A-2 A-11 A-18 A-1 START A-6 A-7 A-4 A-8 A-3 A-15 A-19 A-12 A-16 A-5 A-13 A-10 CONC. WALKCONCRETE PAVED BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE DDWWWWWFMFMS WWWW W W W W S D DD D SSSSSS UGE UGE UGE UGE UGE UGCUGC UGC UGC UGCUGEUGEUGE UGE UGE UGE UGEEEEE E E E E E E E EEEEEE E E E E E E EEEEE E E EE E E E E EEEEUGE UGEE E SMHTMH MH MH MH MH MHMH HH HHHH UGEUGEU G E U G E U G E U G E U G EUGEUGEU G E U G E U G E U G E U G E U G C U G C U G CMHMH TMH HH GRADING AND DRAINAGE PLAN (A-BUILD) C-203A AS INDICATED \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\drawing\sheet_files_abuild_permit - Parking_Removed\179450350_c-203A_c-204A_grading_drainage_pln.dwg5/3/2022 5:05 PM By: Mountain, Gabrielle© 2018 Stantec Project No. Scale Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com PERMIT SET 05-04-2022 ISSUED FOR PERMIT 2021.01.31 REVISED PERMIT 2021.05.04 SDSD DDSDSDSDD SDSDSDSDSDDSDDDSDSDSDSDSDSDSDDDSDSDDSDSDSDSDDSDSDSDSDDDSDDDSD D SDSDD SDSDSDSDSDSDFDFDFDFDFDFDDSDSDSDSDD SDD SDSDUDUDUDUD UDUDSDD SDSDD D FDUDU D UDUDFDSDpppppppppppp 357'336' WV WVWV S OSW WV W WV WV WV WV DDD W LEDGE LEDGE LEDGE RIP-RAP RIP-RAP LEDGE BOULDERSSTEPSPAVED GRAVEL GRAVEL GRAVEL CONCRETE WOODS X TELPED 3'WIDE/1'TALL DRAINAGE OPENING OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHE OHE OHE OHEDDD DWWWWW W W W W W W W FMFMFMFMFMFMFMS S S S WWWW W W W W S D SD D D D SS S UGCUGC UGC UGC UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCEEEEEEEEEEEEEE E E EE E EEEEEEEEEEEEEEEEEEEEE E E TMHTMHTMH UGCUGCUGCTMHMHTHH HHHHHHHH HH UGEUGEUGEUGEUGEUGEUGE UGE UGEUGEUGEUGE UGCUGCUGCUGCUGCUGCUGCUGCMHTMHUGEUGEU G E U G E U G E U G E U G EUGEUGEU G E U G E U G E U G E U G E U G C U G C U G CMHMHTMH TMHMHMH U G C UGEMH TMH MHU G C UGCUG E U G E U G E UGE UGEHH MH TMH EEHHMHGRADING AND DRAINAGE PLAN (A-BUILD) C-204A AS INDICATED \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\drawing\sheet_files_abuild_permit - Parking_Removed\179450350_c-203A_c-204A_grading_drainage_pln.dwg5/3/2022 5:05 PM By: Mountain, Gabrielle© 2018 Stantec Project No. Scale Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com PERMIT SET 05-04-2022 ISSUED FOR PERMIT 2021.01.31 REVISED PERMIT 2021.05.04 37 0 '370'36 5 '365'36 5 '365'360' 360' 36 0 '360' 36 0 '360'355'3 5 5 ' 35 5 ' 35 5 '355'355'35 5 '355'350'350'350'350'350 '350'350'345'345'345'345'345'345 '345'345'345'345' 340'340'340' 34 0 '340'340'340' 340' 340' 340' 340'340'335'335'335'335'335'335'335' 335' 335' 335' 335'335' 335' 335' 33 5 '335'335'335'335'335' 330'330'33 0 ' 330' 330'330'330'330' 330'330'330' 330'325'325' 325' 325'325'3 2 5 ' 325'325' 325' 32 5 ' 325' 325'325' 325' 325'320'320'320'320'320' 320' 320'320'32 0 '315'315'315'3 1 5 ' 31 5 ' 31 0 ' 31 0 ' 30 5 ' 30 5 ' 30 0 'SDXXXXXXAE&TXXAT SDSDSDSDSDSD SD SD SDXXXXXSD B B WV WV BB BBBBB B B B B B B WV WV S OSW S WV S WV WV W WV WV WV WV DDD W B B B OSW WV WV WV B B AE& T AE & T S D E WWWWW W WW W WAE&TAE&TAE&TAE&TAE&TAE&TAE&TSDAE&TAE&T AE&T AE&T AT AT AT AT AE&T AE&T AE&T AE&T AE&TAE&TAE&TAE&T AE&T AE&T AE&T AE&T AT GATE GATEDISK AB9664 0.4'TALL 0.7'TALL TEST STATION WOODEN GATE POST 0.1'DIA METAL 3.5'TALL WOODEN GATE POST TEST STATION VENT PIPE GATEGARAGE DOOR GA T E A-1 START 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 VSE821 MAGHUBN 715853.158E 1473085.485EL 317.226 VSE8015/8"REBAR VSE CONTROL CAPN 715764.470E 1473950.186EL 325.664 VSE823 MAGHUBN 715434.948E 1473518.909EL 337.336 METAL FENCE POST GA T E METAL FENCE POST CENTER 10' WIDEGARAGE DOORSILL 318.3 CENTER 3'WIDE DOORSILL 318.3 CONCRETE CENTER 3'WIDE DOORSILL 318.3 STEPSPAVED PAVED PAVED CONCRETE WOODS WOODS WOODS BRUSH WOODS WOODS WOODS X X X X SILL 333.5X EXIS TI N G P R OPE RTY LI N E EXISTIN G PR OP ERT Y LI NE/ ZO NIN G LIN E EXI 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 C WD E ASE ME N T 100' WIDE GMP EASEMENTEXI 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 EEXISTIN G PA RCE L LI NE/ Z O NI N G LI NE 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 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 25 PALMER CTN/F PALMER, ALAN D. & CHRISTINE L.20' WIDE EASEMENT20' WIDE EASEMENTEXISTING PROPERTY 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 E OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE OHEUGCUGCUGCWWWWWWWWWWFMFMFMFMFMFMFM S S S S WWWWWWW W WW S UGE UGE UGE UGCUGC UGC UGCUGCUGCUGCUGE UGE UGE UGE UGEEE E E E EE E EEE E E EE E EE E EEEEEEEEEEEEEEEEE UGE E E SMH TMHTMHTMHUGCUGC TMH MH MH MH MH MH MH MHTHH UGEUGEUGEUGEUGE UGE UGEUGEUGE UGCUGCUGCUGCUGC UGCUGCMHUGEU G E U G E U G E U G EUGEU G E U G E U G E U G E U G C U G C U G C U G C UGCU G E U G E UGE MH TMH EEMH EXISTING TRASH COMPACTOR PAD TO REMAIN RAIN GARDEN FUTURE COMMERCIAL BUILDING : 7,800 SF FUTURE SCULPTURAL RAISED PLANTING DISCS PLANTED SCULPTURAL LANDFORMS EV PARKING AND CHARGING FUTURE SIGN EXISTING EDGE OF PAVEMENT TO BE MINIMALLY MODIFIED EXISTING COMMERCIAL BUILDING AND PARKING TO REMAIN TOTAL NEW PARKING : 41 SPACES (W/ 12 ADA) EXISTING LOADING DOCK TO REMAIN NEW GMTA BUS SHELTER EXISTING TREE TO REMAIN, TYP. NEW SIDEWALK EV PARKING AND CHARGING - 23 SPACES CONSERVATION MEADOW CONSERVATION MEADOW LAWN ADA PARKING - 12 SPACES EXISTING PARKING AT COMMERCIAL BUILDING TO REMAIN : APPROX. 58 SPACES SCULPTURAL LANDFORMS A-BUILD DROP-OFF BETA ASSEMBLY ADA EGRESS PATH AND REFUGE PLATFORM INTEGRAL COLOR CONCRETE ADA ACCESSIBLE WALKWAY WITH LANDINGS AND RAILINGS CONCRETE WALKWAY WITH C.I.P. STEPS AND RAILINGS (10) SHORT-TERM BIKE PARKING SPACES SCREENING TREES THIS AREA TO BE RELOCATED WHEN BUILDING IS COMPLETED FUTURE GRAVEL WETLAND FUTURE COMMERCIAL BUILDING : 18,900 SF GENERAL NOTES 1. Contractor is responsible for all damage due to his operations inside and outside the contract limit line. 2. Contractor is responsible for checking spot elevations and verifying proposed grades by providing grade stakes. Grades must be approved by Landscape Architect prior to proceeding. 3. Contractor shall blend new work smoothly with existing grades at contract limit line and/or limit of construction line. 4. Contractor to verify that subgrades are 6 inches below finished grade prior to spreading top soil for seeded areas. 5. All walks shall have 2% cross pitch, and all step treads and wall caps shall have 1% cross pitch unless otherwise noted. 6. Light fixture locations may be field adjusted with prior Landscape Architect approval. 7. Walkway layout to be approved by Landscape Architect prior to construction. 8. Site furniture and wall locations to be verified by Landscape Architect prior to installation. 9. General Contractor is responsible for all erosion control measures during construction. 10. 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. 11. Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 12. Base survey prepared by <INSERT SURVEYOR INFORMATION HERE> SCALE OF FEET 50 100050 © 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 218421340 PERMIT SET 05-04-2022 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED 2022.01.04REVISED 2022.01.13REVISED 2022.01.31REVISED 2022.02.15REVISED 2022.05.04REVISED OVERALL LANDSCAPE PLAN (A-BUILD) L-000A Stantec Architecture and Engineering P.C. 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com 1" = 50'-0" 37 0 '370'36 5 '365' 36 5 '365'360 ' 360' 36 0 '360 ' 36 0 '360'357' 355' 35 5 ' 35 5 ' 35 5 '355'355'35 5 '355'350'350'350'350'350'350'350'345'345'345'345'345'345'345'345'345'345'340'340'340' 34 0 '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' 330'330'33 0 ' 330' 330'330'3 3 0 ' 330'330'330' 330' 325' 325' 3 2 5 ' 325'325' 325' 325 ' 325' 325'325' 325' 325' 320'320'320' 320' 320'320'32 0 '315'31 5 ' 31 0 ' 3 0 5 'AE&TSDSDSDSDSDSD SD SD SD SD WV WV GV GV GVGV GV GV GV WV GV GV GV WV S GVGV GVOSW GV S WV GV GVGVGV W WV WV WV WV GV DDD W GV OSW WV WV WV GV AE & T S D E WWWWW W WWAE&TAE&TAE&TAE&TAE&TAE&TAE&TSDAE&TAE&T AE&T AE&T AT AT AT AT AE&T AE&T AE&T AE&TAE&TAE&TAE&T AE&T AE&T AE&T AE&T AT 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 VALLEY 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 9"LOCUST 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" PV 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 LI 12"C MP AC 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 1DROP 18"R C P 18"RC P 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 FO 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 10'DIA BOULDER/4'AG 8"MAPLE 8"SPRUCE LARGE BOULDERS DO NOT ENTER LEDGE LEDGE LEDGE RIP-RAP RIP-RAP LEDGE BOULDERS 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 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 D D D D D D 20' WIDE C WD E A SE MEN T20' WIDE EASEMENT30' WIDE SEWER FORCE MAIN EASEMENT30' WIDE SEWER FORCE MAIN EASEMENT30' WIDE SEWER FORCE MAIN EASEMENT30' WIDE SEWER FORCE MAIN EASEMENT20' WIDE EASEMENT20' WIDE EASEMENTOHE OHE OHE OHE OHE OHE OHEOHE OHE OHEUGCUGCUGCWWWWWWWWWWFMFMFMFMFMFMFM S S S S WWWWWWW W WW S UGE UGE UGE UGC UGC UGC UGCUGCUGCUGCUGE UGE UGE UGE UGE E E EE E EEE E E EE E EEEEE EEEEEEEEEEEEEE UGEE E SMH TMHTMHTMHUGCUGC TMH MH MH MH MH MH MH MHTHH UGEUGEUGEUGEUGE UGE UGEUGEUGE UGCUGCUGCUGCUGC UGCUGCMHUGEU G E U G E U G E U G EUGEU G E U G E U G E U G E U G C U G C U G C U G C UGCU G E U G E UGE MH TMH EEMH TREE PROTECTION FENCING, TYP. E X 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 LINETREE PROTECTION FENCING, TYP. EXISTING 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 they 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. 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 within the 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 34” Maple 32” Maple 14” Locust 17” Locust 22” Locust 12” Maple 14” Maple 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 27” Spruce 37” Ash 15” Ash 26” Pine 8” Maple (3) 12” Cedar (2) 7” Maple (3) 18” Locust Stantec Architecture and Engineering P.C. 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com TREE PROTECTION PLAN (A-BUILD) L-004A TREE PROTECTION FLAGGING - PROJECT DEMARCATION TREES TO REMAIN AT INTERSECTION OF VALLEY ROAD / WILLISTON ROAD TREES TO REMAIN ALONG VALLEY ROAD © 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 218421340 PERMIT SET 05-04-2022 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED 2022.01.04REVISED 2022.01.13REVISED 2022.01.31REVISED 2022.02.15REVISED 2022.05.04REVISED 1" = 50'-0" 37 0 '370'36 5 '365'36 0 '360'3 5 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' 3 3 0 ' 330'330'330' 330' 325'325'325'3 2 5 ' 325'325'325'32 5 ' 325' 325'325' 325' 325'320'320'320'320' 320' 320'32 0 '315'XAE&TX SDSDSDSDXXXXXXXXSDSD SD B B WV WV DDD W B B BOSW WV WV WV B B AE & T AE & T SD S D S D E SDAE&TAE&TAE&TAE&TAE&TAE&TAE&TAE&TAE&TAE&TGAT E 0.4'TALL 0.7'TALL WOODEN GATE POST 0.1'DIA METAL 3.5'TALL WOODEN GATE POST VENT PIPE GARAGE DOOR G A 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 G A T E METAL FENCE POST CENTER 10' WIDEGARAGE DOORSILL 318.3 CENTER 3'WIDE DOORSILL 318.3 CONCRETE CENTER 3'WIDE DOORSILL 318.3 PAVED PAVED WOODS WOODS WOODS X X X X SILL 333.5X E X 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 PA RCEL LIN E/ZO NI NG LINE E X 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 LINE30' WIDE SEWER FORCE MAIN EASEMENT30' WIDE SEWER FORCE MAIN EASEMENT5 CALKINS CTN/F CALKINS FAMILY LIMITED PARTNERSHIP EXISTING PROPERTY 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 EWWWWWWWWWWW WWW WWFMFMFMFMFM FMFM S WWWWWWWWWWW W W WWW W S UGE UGE UGE UGE UGE UGE UGCUGC UGC UGC UGC UGCUGCUGCUGCUGE UGE UGEUGE UGE UGE UGE UGE UGE E EE E E EEEEE E E EEEE E E E EEEEEEEEE E EEEEEEEEEEUGE UGE UGE E E E SMH TMHTMH TMH UGCUGCUGCUGCMHMHMH MH MH MH MHTHHE UGE UGEUGEUGEUGEU G E U G E U G E U G E U G E U G EUGEUGEU G E U G E U G E U G E U G E U G E U G E U G C U G C U G C U G C UG E U G C UGCUGEU G C U G C U G C UGCU G E U G E U G E U G E U G E UGE UGE MHEEEMH (76) PV CONSERVATION MIX CONSERVATION MIX LAWN CONSERVATION MIX (1) UAb (2) UAb (5) AFa (2) QB (4) PSb (10) JV(3) QR (3) AFb (4) ZS (3) GTb (2) AFa (2) UAb (2) UAb (2) NS (1) NS (136) SH (12) DL (26) PF (163) SH (2) AFb (3) QR (5) AFb (3) PG (5) BN (89) SH (11) RA (5) VD (3) NS (11) DL (17) JC (2) BN (9) JC (2) ZS (44) TCa (3) BN (2) QB (3) UAa (4) UAa (3) QB (2) NS (3) JV (5) PSa (1) AFa (1) QR (1) AFa (1) QR (2) AFa MATCHLINE SEE L200 MATCHLINE SEE L201 MATCHLINE SEE L200 MATCHLINE SEE L201 (2) AG (2) TCb (3) CC (2) AG (2) TCb (2) TCb (45) CK (30) RF (30) PA (30) PV (30) PA (30) RF (8) CK (30) PV (3) CC PLANTING BED W/ STEEL EDGING, TYP. STONE DRIP EDGE W/ STEEL EDGING, TYP. (2) AG (238) DP (30) RF (76) PV (136) SH (125)RA (10) SP (20) JC (12) PF RAIN GARDEN : SEE ENLARGEMENT #1 RAIN GARDEN : SEE ENLARGEMENT #1 + 338.0 + 334.0 339.0 + + 337.0 + 342.0 + 342.0 + 341.0 + 339.0 + 338.0 SCULPTURAL LANDFORMS (3) PG (1) QB (3) PSb (12) DL(13) PF 335' 33 5 '335'335'WV SILL 333.5X 30' WIDE SEWER FORCE MAIN EASEMENTWWW WWW WW WWWEE E E E E U G E U G E U G C EEEEE(10) IVa (1) IVb (27) AI (111) CA (8) BA (67) CG (3) CS (16) IVa (2) IVb) (95) RF (63) CA (128) JE (58) CA (16) BA (33) EM (51) AI (62) JE (95) RF (6) CS (31) BA (3) CS (14) IVa (2)IVb (8) CS (13) IVa (1)IVb (58) EM (108) CA (82) RF (45) CG (16) BA (15) EM (101) JE (20) BA (35) EM (45) AI (58) CG (24) BA (32) CG (500) CA (125) JE (140) RF (88) PA (73) PV SCALE OF FEET 30030 60 © 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 218421340 PERMIT SET 05-04-2022 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED 2022.01.04REVISED 2022.01.13REVISED 2022.01.31REVISED 2022.04.08REVISED 2022.04.22REVISED 2022.05.04REVISED Stantec Architecture and Engineering P.C. 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com 1" = 30'-0" LAWN NO-MOW DETENTION CONSERVATION SEED LEGEND 1 1" = 20'-0" RAIN GARDEN ENLARGEMENT L-200A LANDSCAPE PLAN (A-BUILD) 3 7 0 '370'36 5 '365' 36 5 '365'36 0 ' 360' 36 0 '360' 36 0 '360'355' 3 5 5 ' 3 5 5 ' 3 5 5 '355'3 5 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' 33 5 '335'330'XXXXXXXXXXXXAE&TXXXXSD SDSDSDSDAE& TX SDSDSDSDSD SD SD SD SD SD SD BB BBBBB B B B B B B WV WV SOSW S WV W WV WV WV WV 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 ATGATE TEST STATION TEST STATIONGATE 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 369.971 STEPSPAVED CONCRETE WOODS SILL 333.5X EXISTING PR OPERT Y LI NE E X 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 PROPERTY LINEEXISTING PROPERTY LINE30' WIDE SEWER FORCE MAIN EASEMENT30' WIDE SEWER FORCE MAIN EASEMENT3000 WILLISTON RD N/F MINGLEWOOD PROPERTYMANAGEMENT, LLC 3 CALKINS CTN/F CALKINS FAMILYLIMITED PARTNERSHIP 5 CALKINS CT N/F CALKINS FAMILYLIMITED PARTNERSHIP 4016 WILLISTON RD N/F SM & S REALTY(PETE'S RV CENTER) 4016 WILLISTON RDN/F SM & S REALTY(PETE'S RV CENTER)20' WIDE EASEMENT20' WIDE EASEMENTE X 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 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHE OHE OHE OHE OHEUGCUGCUGCUGCUGCUGCWWWWWWWFMFMFMFMFMFMFMS S SUGCUGCUGCUGCUGC E EEEEEEEEEEEEEEEEEEEE TMHTMHUGCUGCUGCUGCTMH UGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGEUGEUGEUGE UGE UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCMHUGEU G C U G C U G C UGCU G E U G E U G E U G E U G E UGE UGE MH TMH EE(76) PV CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX CONSERVATION MIX NO-MOW MIX (1) UAb (2) UAb (4) PSb (10) JV (9) PG (2) GTb (2) GTa (1) QR (4) ZS (3) AFb (13) BN (2) QR (1) AFb (5) GTa (3) GTa (2) ZS (2) AFb (3)UAb (2) GTb (1) AFb (3) GTb (2) UAa (2) UAa (5) GTa (3) QR (3) AFb (4) ZS (3) GTb (2) AFa (2) PSa (2) UAb (2) UAb (2) NS (2) UAb (1) QR (5) PG (16) TO (18) TO (1) AFb (2) GTb (24) VD (13) DL (19) VD (19) PF (20) SP (2) AFb (19) JC (18) SP (1) NS (136) SH (10) DL (12) DL (26) PF (22) JC (163) SH (1) QB (2) UAb (2) AFb (3) ZS (2) AFb (3) ZS (2) GTb (3) QR (17) TO (89) SH (11) RA (5) VD (3) NS (11) DL (17) JC (9) JC (2) ZS (1) GTb (1) AFb (3) AFa (1) AFb(3) PG (1) QB (2) QB (2) AFb (3) BN (2) QB (1) UAb (3) JV (5) PSa (1) AFa (1) QR (1) AFa (1) QR (2) AFa MATCHLINE SEE L200 MATCHLINE SEE L201 MATCHLINE SEE L200 MATCHLINE SEE L201 (3) AFa (2) UAb (2) PG (76) PV (136) SH (2) Qb (3) UAa (10) SP (20) JC (12) PF (26) RA RAIN GARDEN : SEE ENLARGEMENT #1 RAIN GARDEN : SEE ENLARGEMENT #1 (2) UAa (12) DL(13) PF SCALE OF FEET 30030 60 © 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 218421340 PERMIT SET 05-04-2022 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED 2022.01.04REVISED 2022.01.13REVISED 2022.01.31REVISED 2022.04.08REVISED 2022.04.22REVISED 2022.05.04REVISED Stantec Architecture and Engineering P.C. 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com 1" = 30'-0" LAWN NO-MOW DETENTION CONSERVATION SEED LEGEND L-201A LANDSCAPE PLAN (A-BUILD) 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 OF PLANTS/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 UNFINISHED 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 1"-1 1 2" WASHED ROUND STONE, HINESBURG SAND AND GRAVEL OR EQ. LANDSCAPE ARCHITECT TO APPROVE SAMPLE 316" BORDER CONCEPTS UNFINISHED STEEL EDGING 4" DIA. PERF. DRAIN PIPE - SEE CIVIL DWGS FOR CONNECTION TO STORM WATER 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 218421340 PERMIT SET 05-04-2022 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED 2022.01.04REVISED 2022.01.13REVISED 2022.01.31REVISED 2022.04.08REVISED 2022.04.22REVISED 2022.05.04REVISED Stantec Architecture and Engineering P.C. 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com L-202A VARIES 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 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 17 Acer x freemanii 'Autumn Blaze'AUTUMN BLAZE FREEMAN MAPLE 3.5"-4" CAL. AS SHOWN AFb 26 Acer x freemanii 'Autumn Blaze'AUTUMN BLAZE FREEMAN MAPLE 4.5"-5" CAL. AS SHOWN AG 6 Amelanchier x grandiflora 'Autumn Brilliance'AUTUMN BRILLIANCE SERVICEBERRY 10'-12' HT. AS SHOWN BN 23 Betula nigra 'Heritage' (single stem)SINGLE STEM RIVER BIRCH 3"-3.5" CAL. AS SHOWN CC 6 Carpinus caroliniana AMERICAN HORNBEAM 3"-3.5" CAL. AS SHOWN GTa 15 Gleditsia triacanthos f. inermis 'Streetkeeper'HONEYLOCUST 3.5"-4" CAL. AS SHOWN GTb 15 Gleditsia triacanthos f. inermis 'Streetkeeper'HONEYLOCUST 4.5"-5" CAL. AS SHOWN NS 8 Nyssa sylvatica BLACK TUPELO 3.5"-4" CAL. AS SHOWN QB 14 Quercus bicolor SWAMP WHITE OAK 4"-4.5" CAL. AS SHOWN QR 15 Quercus rubra RED OAK 3.5"-4" CAL. AS SHOWN UAa 17 Ulmus x 'Accolade'ACCOLADE ELM 3.5"-4" CAL. AS SHOWN UAb 22 Ulmus x 'Accolade'ACCOLADE ELM 4.5"-5" CAL. AS SHOWN ZS 18 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 6-7'AS SHOWN PG 25 Picea glauca 'Montrose Spire'MONTROSE SPIRE WHITE SPRUCE 6-7'AS SHOWN PSa 7 Pinus strobus EASTERN WHITE PINE 6'-7'AS SHOWN PSb 7 Pinus strobus EASTERN WHITE PINE 8'-10'AS SHOWN TCa 44 Tsuga canadensis EASTERN HEMLOCK 6'-7'AS SHOWN TCb 6 Tsuga canadensis EASTERN HEMLOCK 8'-10'AS SHOWN TO 51 Thuja occidentalis 'Nigra'NIGRA ARBORVITAE 6'-7'AS SHOWN S H R U B S DL 58 Diervilla lonicera NORTHERN BUSH HONEYSUCKLE #5 AS SHOWN CS 20 Cornus sericea 'Isanti'ISANTI RED-TWIG DOGWOOD #5 AS SHOWN JC 87 Juniperus chinensis 'Sea Green'SEA GREEN JUNIPER #5 AS SHOWN IVa 53 Ilex verticilata 'Red Sprite'WINTERBERRY (FEMALE)#5 AS SHOWN IVb 6 Ilex verticilata 'Jim Dandy'WINTERBERRY (MALE)#5 AS SHOWN PF 70 Potentilla fruiticosa 'Abbotswood'ABBOTSWOOD CINQUEFOIL #3 AS SHOWN RA 162 Rhus aromatica 'Gro-Low'GROW-LOW SUMAC #3 AS SHOWN SP 48 Syringa meyeri 'Palibin'DWARF KOREAN LILAC #5 AS SHOWN VD 48 Viburnum dentatum 'Blue Muffin'ARROWWOOD VIBURNUM #5 AS SHOWN G R A S S E S CA 840 Carex stricta TUSSOCK SEDGE #1 18" O.C. CK 53 Calamagrostis acutifolia 'Karl Foerster'FEATHER REED GRASS #2 24" O.C. JE 416 Juncus effusus COMMON RUSH #1 18" O.C. PV 315 Panicum virgatum 'Shenandoah'SHENANDOAH SWITCH GRASS #2 24" 0.C. SH 524 Sporobolus heterolepsis 'Tara'TARA PRAIRIE DROPSEED #1 18" 0.C. P E R R E N I A L S AI 123 Aesclepias incarnata SWAMP MILKWEED #2 24" O.C. BA 115 Baptisia australis FALSE INDIGO #2 24" O.C. CG 202 Chelone glabra WHITE TURTLEHEAD #1 18" O.C. DP 238 Dennstaedtia punctilobula HAY-SCENTED FERN #1 18" O.C. EM 141 Eupatorium maculatum 'Gateway'JOE-PYE WEED #2 24" O.C. PA 148 Perovskia atriplicifolia 'Blue Jean Baby'DWARF RUSSIAN SAGE #1 18" O.C. RF 502 Rudbeckia fulgida 'Goldsturm'BLACK-EYED SUSAN #1 18" O.C. PLANT SCHEDULE (A-BUILD) 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 CONSISTENT BETWEEN SIDEWALK DISTANCE AND CURB DISTANCE DIM D GRANITE CURB DRIVE ISLE CONCRETE POLE BASE BASE DIM D -SHALL BE CONSISTENT BETWEEN SIDEWALK DISTANCE AND CURB DISTANCE SIDEWALK DIM D TR U E N O R TH PROJECT 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 PERMIT SET 05-04-2022 5/4/2022 1:34:46 PMAs indicated <Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com A-BUILD -LUMINAIRE SCHEDULE AND LIGHTING LEGEND 218421340 EA-000A 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 RECTANGULAR HIGHBAY LUMINAIRE 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 A-BUILD - EXTERIOR LUMINAIRE SCHEDULE Type IMAGE DESCRIPTION MANUFACTURER CATALOGUE SERIES LAMP CONTROLS INPUT FORM COMMENT / NOTESTYPELUMENSCCTCRITYPERANGEWATTAGEVOLTAGEFINISH LENS / DISTRIBUTION MOUNTING XD1 1.25" RECESSED SQUARE DOWNLIGHT USAI M1SD LED 875 LM 3500K 90+0-10V DIMMING 1%9 VA UNIV TBD 50 DEGREE BEAM RECESSED XL1 RECESSED LINEAR TAPE LIGHT IN CHANNEL, IP65 RATED. MOUNTED WITHIN ENTRY CANOPY STRUCTURE OMNILIGHT TAPE: TRUWL CHANNEL: OCH-017R5 LED 293 LM/FT 3500K 90+0-10V DIMMING 1%3 VA UNIV STANDARD FROSTED LENS RECESSED CUSTOM MANUFACTURED MITERED EDGE TO CONNECT CEILING RECESSED AND WALL RECESSED CANOPY LUMINAIRES. 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, 6" SQUARE ALUMINUM POLE. WITH INTEGRAL NLIGHT AIR SENSOR. LITHONIA HEAD, LUMENPULSE POLE DSX0 PL-S WO LED 8,447 LM 4000K 70+0-10V DIMMING 1%71 VA UNIV TBD TYPE FOWARD THROW MEDIUM POLE @ 25'-0" XP2 SINGLE HEAD POLE MOUNTED PARKING AREA LUMINAIRE, FULL CUTOFF, WET RATED, 6" SQUARE ALUMINUM POLE. WITH INTEGRAL NLIGHT AIR SENSOR. LITHONIA HEAD, LUMENPULSE POLE DSX0 PL-S WO LED 8,452 LM 4000K 70+0-10V DIMMING 1%71 VA UNIV TBD TYPE III MEDIUM POLE @ 25'-0" XP3 SINGLE HEAD POLE MOUNTED PEDESTRIAN AREA LUMINAIRE, FULL CUTOFF, WET RATED, 6" SQUARE ALUMINUM POLE. WITH INTEGRAL NLIGHT AIR SENSOR. LITHONIA HEAD, LUMENPULSE POLE DSX0 PL-S WO LED 4,726 LM 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, 6" SQUARE ALUMINUM POLE. HEADS AT 180 DEGREES. PARKING FIXTURE AT 25'-0" AFG AND PEDESTRIAN FIXTURE AT 15'-0" AFG. WITH INTEGRAL NLIGHT AIR SENSOR. LITHONIA HEAD, LUMENPULSE POLE DSX0 PL-S WO LED 8,452 LM 4,726 LM 4000K 70+0-10V DIMMING 1%109 VA UNIV TBD TYPE III MEDIUM / TYPE II MEDIUM POLE @ 25'-0" & 15'-0" XR1 3"W X 21"L RECESSED LINEAR LED WITH VORTEX REFLECTOR, IP65 RATED BEGA 24 306 LED 1,944 LM 3500K 80 0-10V DIMMING -19 VA UNIV BLACK ASYMMETRIC RECESSED XW1 WALL PACK, FULL CUTOFF, 10 LEDS, 530MA LITHONIA DSXW1 LED 2,159 LM 4000K 70+0-10V DIMMING 1%19 VA UNIV TBD TYPE III MEDIUM SURFACE SEE EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS. XW2 WALL PACK, FULL CUTOFF, 10 LEDS, 1000MA LITHONIA DSXW1 LED 3,873 LM 4000K 70+0-10V DIMMING 1%39 VA UNIV TBD TYPE III MEDIUM SURFACE SEE EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS. XW2A WALL PACK, FULL CUTOFF, 20 LEDS, 1000MA LITHONIA DSXW1 LED 7,573 LM 4000K 70+0-10V DIMMING 1%73 VA UNIV TBD TYPE III MEDIUM SURFACE SEE EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS. 12" = 1'-0"EA-000A 1 STANDARD POLE BASE DETAIL -A-BUILD 6" = 1'-0"EA-000A 2 STANDARD POLE BASE DETAIL NEAR DRIVE ISLE -A-BUILD 6" = 1'-0"EA-000A 3 STANDARD POLE BASE DETAIL NEAR SIDEWALK -A-BUILD 1 ISSUED FOR PERMIT 2022.01.31 23 1.3 2.3 1.2 1.3 2.6 0.8 0.7 0.7 2.2 0.7 1.0 0.2 0.3 0.3 0.1 0.1 0.4 0.4 0.2 0.1 0.6 0.6 0.3 0.1 0.7 0.8 0.8 0.5 0.1 0.9 1.1 1.0 0.6 0.2 1.1 1.5 1.3 0.9 0.4 1.2 1.6 1.7 1.3 0.5 1.3 1.7 2.1 1.8 0.7 1.5 1.9 2.1 1.7 0.7 1.6 2.1 1.9 1.4 1.8 2.1 1.8 1.4 1.7 2.0 2.0 1.5 1.7 2.1 2.0 1.5 1.9 2.1 2.1 1.5 2.1 2.3 2.1 1.6 1.3 1.7 2.2 2.2 1.7 1.5 1.9 2.3 1.9 1.8 1.7 2.1 2.1 2.0 2.3 1.0 2.2 1.9 3.2 1.3 2.2 1.3 1.8 2.4 3.0 1.6 0.7 0.4 0.2 0.1 0.1 0.9 0.8 0.8 0.9 1.0 1.2 1.4 1.6 1.5 1.6 2.1 3.5 1.7 1.9 2.7 1.7 1.6 2.1 1.7 1.5 1.9 1.7 1.7 1.9 1.7 1.9 2.4 1.6 1.9 2.6 1.6 1.8 2.1 1.6 1.6 1.6 1.5 1.5 1.4 1.4 1.5 1.4 1.4 1.5 1.5 1.5 1.7 2.1 3.5 1.5 1.8 2.2 4.4 1.4 1.6 1.8 3.2 1.3 1.4 1.3 2.3 2.0 1.1 1.2 1.1 1.7 1.7 1.0 1.1 1.0 1.3 1.3 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.0 1.1 1.2 1.2 1.3 1.4 2.2 1.3 1.3 1.6 2.0 3.3 1.4 1.5 1.8 2.4 4.4 1.3 1.6 1.8 2.1 3.6 1.7 1.7 1.7 3.0 2.2 1.7 1.7 1.6 2.4 2.3 1.6 1.8 1.7 1.8 1.9 1.7 1.8 2.4 1.6 1.8 2.2 1.5 1.6 1.7 1.2 1.4 1.4 2.0 0.9 1.1 1.3 1.6 0.9 1.1 1.4 0.7 0.9 1.2 0.7 1.0 1.3 1.6 0.5 0.9 1.2 1.5 0.4 0.8 1.2 1.4 1.7 0.4 0.7 1.2 1.3 1.7 0.4 0.7 1.1 1.3 1.5 0.4 0.7 1.0 1.3 1.5 0.3 0.6 1.0 1.3 1.5 0.5 0.9 1.3 1.5 0.5 0.8 1.2 1.5 0.4 0.8 1.1 1.4 0.4 0.7 1.1 1.4 0.4 0.7 1.1 1.3 1.6 0.4 0.7 1.1 1.3 1.6 0.4 0.7 1.0 1.2 1.3 0.4 0.7 1.0 1.2 1.4 0.4 0.7 1.1 1.3 1.3 0.4 0.8 1.2 1.3 1.6 0.5 0.8 1.1 1.5 1.6 0.5 0.9 1.2 1.6 1.7 0.6 1.0 1.2 1.7 2.1 0.4 0.7 1.1 1.5 1.8 0.5 0.8 1.1 0.5 0.8 1.3 0.3 0.4 0.9 0.3 0.5 1.2 0.2 0.3 0.7 0.4 0.3 0.5 1.0 0.7 0.4 0.6 1.1 1.5 1.4 2.8 0.9 1.4 1.8 1.5 1.2 1.1 1.1 1.4 1.7 2.1 1.8 1.5 1.3 1.1 0.9 0.8 0.8 1.1 1.4 2.2 2.0 1.8 1.6 1.3 1.0 0.9 0.9 1.0 1.1 2.1 1.9 1.7 1.7 1.6 1.3 1.0 0.9 1.1 1.6 1.9 1.7 2.2 2.0 1.8 1.6 1.4 1.3 1.1 1.0 1.0 1.2 1.6 2.4 2.8 2.1 2.2 1.9 1.8 1.5 1.3 1.1 1.0 1.1 1.1 1.4 1.7 1.8 2.2 2.9 2.3 2.2 1.9 1.8 1.6 1.2 1.0 1.1 1.5 1.7 1.6 1.8 1.9 1.8 2.3 2.1 1.8 1.6 1.5 1.2 1.1 1.2 1.7 2.5 2.6 1.9 1.9 2.4 2.1 1.8 1.5 1.3 1.1 1.1 1.2 1.4 1.8 2.4 2.9 2.4 2.2 2.0 1.6 1.2 1.0 1.0 1.2 1.4 1.7 1.9 2.3 2.2 2.0 1.7 1.3 1.1 1.2 1.3 1.5 1.5 1.1 2.1 2.0 1.8 1.7 1.3 1.1 1.5 2.0 1.8 1.8 1.9 1.9 1.8 1.7 1.5 1.2 1.4 2.1 2.8 2.2 1.4 1.5 1.9 2.4 0.0 G V G V B B B BB BB B B B B B B G V S G V G V G V G V G VG VG V G V G V XP2 XP3 XP3 XP3 XP2 XP2 XP1 XP2 XP3 XP2 XP4 XP4 XP4 XP4 XP4 XW1Exe XW1E XP2 XP2 XP2 XP3 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. TR U E N O R TH PROJECT 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 PERMIT SET 05-04-2022 5/4/2022 1:34:47 PMAs indicated <Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com SITE LIGHTING AREA A -A-BUILD 218421340 EA-101A1" = 30'-0"EA-101A 1 PLAT SITE LIGHTING PLAN -A-BUILD -AREA A 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 1.8 | 2.0 4.5 | N/A 5:1 | 15:1 MAX LOADING DOCK 5.1 | 6.0 7.3 | N/A 3:1 | 3:1 MAX ROADWAY 1.69 | 1.0 3.5 | 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 14.8 | N/A 3:1 | 2:1 AVG PEDESTRIAN PATHWAY 1.68 | 1.0 3.9 | N/A 3:1 | 4:1 AVG 2.5 | 3.0 4.0 | N/A 3:1 | 3:1 MAX*REDUCED LOADING DOCK 1 ISSUED FOR PERMIT 2022.01.31 0.5 0.6 0.6 0.6 0.6 0.7 0.7 0.6 0.7 0.8 0.7 0.7 0.7 0.8 0.8 0.8 0.9 0.8 0.9 0.9 0.8 0.8 0.9 0.9 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.9 0.9 0.8 0.8 0.9 0.9 0.8 0.9 0.8 0.8 0.8 0.7 0.6 0.7 0.7 0.7 0.0 0.5 0.6 0.6 0.2 0.4 0.5 0.5 0.3 0.4 0.4 0.4 0.3 0.2 0.3 0.1 0.2 0.2 0.1 0.2 0.2 0.1 0.2 0.1 0.1 0.2 0.1 0.2 0.3 0.1 0.2 0.3 0.2 0.3 0.3 0.2 0.3 0.1 0.1 0.2 0.1 0.1 0.2 0.1 0.2 0.3 0.1 0.2 0.3 0.1 0.3 0.2 0.2 0.3 0.2 0.2 0.3 0.1 0.2 0.3 0.1 0.2 0.3 0.1 0.2 0.1 0.1 0.3 0.1 0.2 0.3 0.2 0.3 0.3 0.2 0.3 0.3 0.2 0.3 0.2 0.2 0.3 0.2 0.2 0.3 0.2 0.2 0.3 0.1 0.2 0.2 0.1 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. XW2xi XW2xi XW2xi XW2xi XW2Exh XW2xh XW2Exh XW2xh XW2Exh XW2xh XW2Exh TR U E N O R TH PROJECT 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 PERMIT SET 05-04-2022 5/4/2022 1:34:48 PMAs indicated <Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com SITE LIGHTING AREA B -A-BUILD 218421340 EA-102A 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 1.8 | 2.0 4.5 | N/A 5:1 | 15:1 MAX LOADING DOCK 5.1 | 6.0 7.3 | N/A 3:1 | 3:1 MAX ROADWAY 1.69 | 1.0 3.5 | 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 14.8 | N/A 3:1 | 2:1 AVG PEDESTRIAN PATHWAY 1.68 | 1.0 3.9 | N/A 3:1 | 4:1 AVG 2.5 | 3.0 4.0 | N/A 3:1 | 3:1 MAX*REDUCED LOADING DOCK 1" = 30'-0"EA-102A 1 PLAT SITE LIGHTING PLAN -A-BUILD -AREA B 1 ISSUED FOR PERMIT 2022.01.31 30 13 1.5 1.6 1.7 1.3 1.4 1.4 1.5 1.6 1.7 1.5 2.2 1.7 1.6 1.8 1.7 1.3 1.7 1.8 1.5 1.6 1.8 1.6 1.4 1.7 1.6 1.5 1.7 1.7 1.5 1.8 1.8 1.7 1.4 1.8 1.7 1.4 1.7 1.6 1.4 1.2 1.6 1.5 1.2 1.3 1.7 1.3 1.5 1.4 1.3 1.6 1.7 1.6 1.7 1.8 1.8 1.7 1.8 1.8 2.0 2.0 1.4 1.4 1.6 1.9 2.1 1.7 1.6 1.3 1.5 2.1 1.7 1.3 1.2 2.0 1.7 1.3 1.2 1.8 1.7 1.3 1.2 1.6 1.6 1.6 1.4 1.2 1.6 1.6 1.5 1.4 1.2 2.3 1.9 1.7 1.4 2.5 1.9 1.7 1.4 1.6 2.0 1.8 1.5 1.2 1.5 1.6 1.8 1.4 1.2 1.6 1.6 1.5 1.4 1.3 1.8 1.6 1.5 1.3 2.0 1.8 1.5 1.3 2.4 2.0 1.7 1.4 1.3 1.7 1.9 1.7 1.3 1.2 1.6 1.6 1.6 1.3 1.6 1.6 1.5 1.3 1.8 1.8 1.5 1.3 2.0 1.7 1.4 1.3 1.8 1.7 1.3 1.2 1.6 1.6 1.3 1.2 1.4 1.3 1.2 1.4 1.3 1.3 1.0 1.3 1.4 1.3 1.1 1.5 1.3 1.1 1.7 1.6 1.3 0.9 0.8 0.8 0.8 0.9 0.6 1.3 1.3 0.9 1.1 1.1 1.5 1.7 2.3 2.6 1.4 1.0 1.8 3.2 2.2 1.4 1.1 1.4 2.1 2.2 1.7 1.1 1.4 1.9 2.6 1.0 0.9 0.5 0.4 0.6 1.0 2.3 3.0 1.6 2.8 1.2 0.9 1.4 1.2 1.7 0.7 0.4 1.5 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 1.1 1.7 3.3 3.1 1.9 1.9 3.3 1.2 2.1 2.7 1.5 1.0 0.6 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.8 0.0 0.0 0.6 0.7 0.7 0.0 0.0 0.5 0.6 0.6 0.2 0.4 0.5 0.5 0.3 0.4 0.4 0.4 1.3 2.3 1.2 1.3 2.6 0.8 0.7 0.7 2.2 2.4 1.3 0.9 1.0 1.9 1.6 1.7 3.6 3.4 3.7 2.6 3.1 3.5 1.9 2.3 2.8 3.4 4.0 2.1 1.9 1.9 2.2 2.5 2.8 3.2 3.5 1.5 2.0 2.0 1.9 2.0 2.0 2.0 2.1 2.4 2.6 2.9 1.8 1.5 1.3 1.5 1.7 1.8 1.9 1.9 1.7 1.5 1.6 1.7 1.8 2.2 2.4 1.9 1.8 1.5 1.4 1.7 1.6 1.7 1.7 1.9 1.8 1.6 1.3 1.1 1.1 1.2 1.3 1.7 2.1 2.3 2.6 2.0 2.4 1.8 1.8 1.8 1.7 1.8 1.8 1.8 1.8 1.6 1.3 1.0 0.8 0.8 0.8 1.0 1.4 1.5 1.6 1.9 2.1 2.4 1.8 1.6 1.6 1.7 1.7 1.9 2.0 1.9 1.7 1.4 1.1 0.9 0.7 0.6 0.6 0.8 1.0 1.1 1.2 1.2 1.2 1.5 1.7 2.2 1.0 1.5 1.6 1.8 2.0 2.0 1.7 1.4 1.1 0.9 0.7 0.6 0.5 0.6 0.7 0.8 0.9 0.9 0.9 1.0 1.3 1.7 2.2 0.9 1.4 1.7 1.8 1.9 1.8 1.5 1.2 0.9 0.7 0.6 0.5 0.5 0.6 0.7 0.7 0.7 0.7 0.8 1.0 1.4 1.7 2.1 1.2 1.7 1.9 1.8 1.7 1.7 1.3 1.1 0.9 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.8 1.0 1.2 1.5 1.7 1.6 1.9 1.9 1.7 1.6 1.7 1.5 1.2 1.0 0.8 0.7 0.6 0.6 0.7 0.7 0.8 0.8 1.0 1.1 1.3 1.4 1.4 1.3 1.7 1.5 1.5 1.6 1.5 1.3 1.1 0.9 0.8 0.7 0.8 0.9 0.9 1.0 1.1 1.3 1.4 1.3 1.2 1.2 1.1 1.0 1.3 1.3 1.5 1.6 1.5 1.4 1.1 0.9 0.9 0.9 1.0 1.2 1.3 1.5 1.5 1.4 1.4 1.2 1.1 0.9 1.3 1.3 1.5 1.6 1.6 1.3 1.1 1.1 1.2 1.3 1.4 1.5 1.7 1.5 1.5 1.6 1.5 1.1 1.1 1.4 1.5 1.6 1.6 1.6 1.4 1.3 1.5 1.7 1.7 1.7 1.6 1.5 1.6 1.9 1.6 1.8 1.8 1.7 1.8 1.7 1.6 1.7 1.9 1.8 1.6 1.4 1.3 1.5 2.0 1.8 1.6 1.8 1.8 1.9 1.8 1.7 1.6 1.5 1.3 1.2 1.5 1.4 1.6 1.7 1.8 1.7 1.8 1.8 1.6 1.1 1.2 1.3 1.5 1.5 1.5 1.8 2.0 1.0 1.1 1.1 1.1 1.2 1.5 0.8 0.8 0.8 0.8 0.6 4.2 4.1 4.3 4.6 6.3 5.1 6.4 5.3 6.5 5.1 6.9 5.0 4.8 5.1 5.6 5.7 3.8 4.2 4.6 3.9 4.3 4.8 5.5 5.8 5.8 3.5 4.3 4.1 3.9 4.3 4.6 5.5 6.0 3.3 3.6 3.3 3.5 4.0 4.5 5.4 5.3 2.7 3.7 4.2 5.1 5.3 3.6 4.3 4.9 4.6 3.5 4.1 4.2 4.4 3.1 3.7 3.5 2.9 2.9 2.6 2.3 1.1 1.5 1.3 0.9 0.4 1.2 1.6 1.7 1.3 0.5 1.3 1.7 2.1 1.8 0.7 1.5 1.9 2.1 1.7 0.7 1.6 2.1 1.9 1.4 1.8 2.1 1.8 1.4 1.7 2.0 2.0 1.5 1.7 2.1 2.0 1.5 1.9 2.1 2.1 1.5 2.1 2.3 2.1 1.6 1.3 1.7 2.2 2.2 1.7 1.5 1.9 2.3 1.9 1.8 1.7 2.1 2.1 2.0 2.0 2.2 2.2 1.7 2.2 2.2 2.2 2.0 2.3 2.2 2.3 2.0 2.1 2.1 2.3 2.2 1.9 2.1 2.3 2.2 2.1 2.2 2.2 2.2 2.2 2.0 1.9 2.1 2.4 1.8 2.1 1.8 0.7 0.4 0.2 0.1 0.1 0.8 0.8 0.9 1.0 1.2 1.4 1.6 1.8 1.8 1.8 2.3 2.2 2.1 1.8 1.5 1.3 1.1 0.9 0.8 0.8 1.1 1.4 2.2 2.0 1.8 1.6 1.3 1.0 0.9 0.9 1.0 1.1 2.1 1.9 1.7 1.7 1.6 1.3 1.0 0.9 1.1 1.6 1.9 1.7 2.2 2.0 1.8 1.6 1.4 1.3 1.1 1.0 1.0 1.2 1.6 2.4 2.8 2.1 2.2 1.9 1.8 1.5 1.3 1.1 1.0 1.1 1.1 1.4 1.7 1.8 2.2 2.9 2.3 2.2 1.9 1.8 1.6 1.2 1.0 1.1 1.5 1.7 1.6 1.8 1.9 1.8 2.3 2.1 1.8 1.6 1.5 1.2 1.1 1.2 1.7 2.5 2.6 1.9 1.9 2.4 2.1 1.8 1.5 1.3 1.1 1.1 1.2 1.4 1.8 2.4 2.9 2.4 2.2 2.0 1.6 1.2 1.0 1.0 1.2 1.4 1.7 1.9 2.3 2.2 2.0 1.7 1.3 1.1 1.2 1.3 1.5 1.5 1.1 2.1 2.0 1.8 1.7 1.3 1.1 1.5 2.0 1.8 1.8 1.9 1.9 1.8 1.7 1.5 1.2 1.4 2.1 2.8 2.2 1.4 1.7 1.8 1.8 1.6 1.5 1.4 1.5 1.9 2.4 1.2 1.4 1.6 1.8 1.8 1.6 1.6 1.5 1.8 1.9 1.4 1.5 1.8 1.8 1.7 1.6 1.4 1.3 1.6 1.7 1.8 1.8 1.6 1.7 1.8 1.8 1.9 1.8 1.8 1.9 1.9 2.0 2.0 1.9 1.9 2.0 2.3 2.2 2.1 1.9 1.9 2.0 2.0 2.4 2.4 2.1 1.9 2.2 1.9 2.3 2.4 2.2 2.5 2.7 1.9 2.1 2.3 2.6 2.9 3.4 2.4 1.7 2.2 2.3 2.8 1.9 2.1 0.8 0.8 1.2 3.0 2.3 2.6 3.1 0.9 2.0 1.9 1.2 0.6 0.5 0.7 0.8 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.2 0.1 0.2 0.1 0.1 0.3 0.2 0.2 0.3 0.1 0.2 0.2 0.1 0.2 0.2 0.1 0.2 0.1 0.1 0.2 0.1 0.2 0.3 0.1 0.2 0.2 B B G V D D D B B B G V B B G V E 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. XW2AExf XW1Exg XP1 XP1 XP4 XP4 XP3 XP3 XP3 XP1 XP2 XP2 XP2 XP3 XP3 XP2 XP2 XP2 XP2 XP2 XP2 XP3 XP4 XP4 XP4 XP4 XP1 XP2 XW1E XW1Exe XW1Exe XW1Exe XW1E XW1Exe (TYP.) XL1xb (TYP.) XD1Exc XW2AExf XW2AExf XW1Exg XW1Exg XW1Exe XW2AExf XW2AExfXW2AExf XW2xi XW1Exe XW2xi XW2xi XW2xi XR1xd XR1xd XR1xd XR1xd XR1xd XR1xd XR1xd XP2 XP2 XW2Exh XW2xh XW1Exe TR U E N O R TH PROJECT 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 PERMIT SET 05-04-2022 5/4/2022 1:34:49 PMAs indicated <Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com SITE LIGHTING AREA C -A-BUILD 218421340 EA-103A 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 1.8 | 2.0 4.5 | N/A 5:1 | 15:1 MAX LOADING DOCK 5.1 | 6.0 7.3 | N/A 3:1 | 3:1 MAX ROADWAY 1.69 | 1.0 3.5 | 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 14.8 | N/A 3:1 | 2:1 AVG PEDESTRIAN PATHWAY 1.68 | 1.0 3.9 | N/A 3:1 | 4:1 AVG 2.5 | 3.0 4.0 | N/A 3:1 | 3:1 MAX*REDUCED LOADING DOCK 1" = 30'-0"EA-103A 1 PLAT SITE LIGHTING PLAN -A-BUILD -AREA C 1 ISSUED FOR PERMIT 2022.01.31 1.6 1.6 1.6 1.6 1.5 2.3 1.9 1.7 1.4 2.5 1.9 1.7 1.4 1.6 2.0 1.8 1.5 1.2 1.5 1.6 1.8 1.4 1.2 1.6 1.6 1.5 1.4 1.3 1.8 1.6 1.5 1.3 2.0 1.8 1.5 1.3 2.4 2.0 1.7 1.4 1.3 1.7 1.9 1.7 1.3 1.2 1.6 1.6 1.6 1.3 1.6 1.6 1.5 1.3 1.8 1.8 1.5 1.3 2.0 1.7 1.4 1.3 1.8 1.7 1.3 1.2 1.6 1.6 1.3 1.2 1.4 1.3 1.2 1.4 1.3 1.3 1.0 1.3 1.4 1.3 1.1 1.5 1.3 1.1 1.7 1.6 1.3 2.1 1.6 1.5 1.2 1.7 1.6 1.2 1.8 1.7 1.4 1.1 1.8 1.5 1.3 2.1 1.6 1.5 1.2 0.8 1.8 1.5 1.3 1.0 2.4 1.9 1.5 2.2 1.9 1.4 3.0 2.0 1.6 1.9 1.9 1.3 1.5 1.8 1.4 1.4 1.4 1.2 1.4 1.3 1.2 1.4 1.3 1.2 1.0 1.7 1.6 1.3 1.1 2.9 1.9 1.5 1.2 2.1 1.8 1.2 1.8 1.9 1.3 1.8 1.5 1.7 1.5 1.6 1.5 1.5 1.3 1.7 1.5 1.4 1.3 2.0 1.7 1.4 1.3 1.9 2.0 1.9 1.4 1.2 1.4 1.7 1.8 1.3 1.1 1.4 1.4 1.6 1.3 1.4 1.4 1.3 1.2 1.8 1.6 1.3 1.3 1.1 2.4 1.8 1.6 1.3 1.1 2.0 1.9 1.6 1.3 1.2 1.5 1.8 1.4 1.2 1.3 1.6 1.4 1.2 1.3 1.6 1.5 1.4 1.3 2.6 1.8 1.7 1.5 1.4 1.2 2.3 2.7 2.2 2.0 1.8 1.4 1.1 1.8 1.8 2.0 2.2 1.9 1.6 1.4 1.7 2.1 2.9 3.4 2.4 1.9 1.7 1.8 1.9 1.9 2.0 1.8 1.5 1.7 2.2 2.5 2.7 2.8 2.6 2.5 2.4 2.4 2.2 2.1 2.0 2.0 1.9 1.9 2.1 2.2 2.4 2.7 2.8 2.8 2.4 2.3 2.2 2.3 2.3 2.1 2.1 2.3 2.4 2.6 2.7 2.6 2.6 2.6 2.5 2.3 2.3 1.8 2.1 2.3 2.3 2.3 2.3 2.4 1.3 1.9 1.0 1.8 3.2 2.2 1.4 1.1 1.4 2.1 2.2 1.7 1.1 1.4 1.9 2.6 1.0 0.9 0.5 0.4 0.6 1.0 2.3 0.4 0.3 0.4 2.6 3.7 4.0 2.5 1.4 1.8 4.9 3.4 2.5 2.4 3.4 4.4 2.0 1.0 1.1 0.0 0.0 3.4 0.0 3.5 0.0 2.2 0.1 1.2 1.6 2.4 0.7 3.5 0.9 2.5 3.4 3.7 2.5 1.0 D S G V XP1 XP1 XP4 XP4 XP4 XP4 XP4 XP4 XP1 XP3 XP4 XP4 XP4 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. TR U E N O R TH PROJECT 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 PERMIT SET 05-04-2022 5/4/2022 1:34:49 PMAs indicated <Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com SITE LIGHTING AREA D -A-BUILD 218421340 EA-104A 1" = 30'-0"EA-104A 1 PLAT SITE LIGHTING PLAN -A-BUILD -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 1.8 | 2.0 4.5 | N/A 5:1 | 15:1 MAX LOADING DOCK 5.1 | 6.0 7.3 | N/A 3:1 | 3:1 MAX ROADWAY 1.69 | 1.0 3.5 | 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 14.8 | N/A 3:1 | 2:1 AVG PEDESTRIAN PATHWAY 1.68 | 1.0 3.9 | N/A 3:1 | 4:1 AVG 2.5 | 3.0 4.0 | N/A 3:1 | 3:1 MAX*REDUCED LOADING DOCK 1 ISSUED FOR PERMIT 2022.01.31 UP UP UP A-211 3_______ A-211 3_______ 1.53.55.5 4 A-201A 1A-201A3A-201AA-211 1_______ A-211 1_______ A-211 2_______ A-211 2_______ A-212 1_______ A-212 1_______ EXISTING CONTINENTAL HANGAR A-212 2_______ A-212 2_______ A-223 1_______ A-222 1_______ A-221 3_______ A-602 118'-3"18'-3"14'-4 1/4"14'-4 1/4"30'-6"20'-6"24'-0"24'-0"24'-0"25'-0"25'-0"24'-0"24'-0"25'-0"25'-0"13.4 11520 CC DD FF C.6C.6 D.1 D.2 D.3 D.4 EE E.5 E.5 B A.5 A 14 9.5 8 7 6 5 4 3 2 B.5 17.2 13 12 11 10 9 31'-8 1/2"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"35'-0"12'-0"32'-8 1/2"1'-2"50'-0"170'-0"51'-0"28'-8 1/2"36'-6"17'-6"17'-6"17'-6" 2'-10 1/2" 14'-7 1/2"17'-6"17'-6"17'-6"17'-6" SHIPPING & RECEIVING 110 TRASH & RECYCLE 111 MECH. 120 WATER 119 STAIR 2 ST-2 ELEC. RM. 100 7.5 17'-6"17'-6"17'-6"17'-6"17'-6"17'-6"15'-9"16'-11 1/2" A-751 1 A-223 2_______ QC, MAINTENANCE, TOOLING & CALIBRATION 115 FAL OVERFLOW 105 OFFICE 110B A-750 1 A-752 1 WAR RM. 103 IDF 104 TOILET 101 JAN. 101B STAIR 1 ST-1 GT-001 2_________________ 107 DUST COLLECTION 106 COMPRESSED AIR M IN60' - 0"124 RESTROOMS A-601 1 11.5 17 16 15.5 6'-5" 19.1 D.5 D.6 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 A-330 1 A-222 2_______ A-221 2_______ 2 A-201A A-222 3_______ A-722 1 A-721 1 A-603 1 A-221 4_______ A-221 1_______5'-0"20'-0"HANGAR DOOR OPENING120'-0"20'-0"56'-9 1/2"123 BUFFER NON-CONFORMING MATERIAL 114 EVS / STO. 112 ELEC. RM. 117 WATER 109 MACHINE RM. 108 29'-8" OUTLINE OF TRANSFORMER PIT ABOVE WALL PANEL TO MATCH HANGAR DOORWALL PANEL TO MATCH HANGAR DOORWALL MATCH HANGAR DOOR PANELSGT-001 3_________________ A-212 3_______ A-212 3_______65'-2"TEL / DATA 121 TOILET 122 A-451 7 A-452 3 A-452 5 A-452 7 A-452 4 A-452 2 A-452 1 A-451 124'-6"24'-6" 1'-9 1/2" 1/2" A-402 7_________________3'-10 1/2"7'-0"3'-9 1/2"2'-1 1/4"2'-9"3'-10 1/2" INVERTER 118 INVERTER 102 STAIR 4 ST4 6'-10 1/2"1'-10"1'-10"6'-10 1/2" FORKLIFT PARKING 1819 3'-9" 13.5 F'F'1'-4"8'-5"9'-6" TYPICAL CELL 58'-0" AISLE 5'-0"58'-0"5'-0"58'-0"20'-0"58'-0"5'-0"58'-0"5'-0"58'-0" 20'-6"9'-6"1'-6"5'-6"5'-6"1'-6"5'-6"5'-6"59'-0"52'-0"TYPICAL CELL59'-0"109 110E 108 106 107 2'-5" 112B 116 119 120A 120B 121117 EX-4 EX-5 3'-4"10'-10 1/2"1'-5"6'-4"50'-11 91/128"6'-4"5'-0"3'-10 1/2"3'-0"19'-8 1/4" A-223 3_______ 103104 101A 100B 102 100A 110B ELEVATOR 1 EL-1 STAIR 3 ST-3 114A 118 122 123 124 ST-2A EX-6 EX-7 101B 110C EX-1 OH-2OH-1 EX-3EX-2 EX-8 OH-4 OH-5 110A ST-4A REFER TO PERELLION DRAWINGS 2 HR FIRE RATED BATTERY STORAGE CONTAINER114B115A14'-4 1/4"14'-4 1/4"A-451 5 A-451 3 A-223 4_______ 1'-7" 1'-7" OH-6 ST-1A13'-4" 11'-4" 29'-6"3'-4"TR U E N O R TH PROJECT NORTH © 2021 Stantec Project No. Scale Key Plan Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET -ARCH E1 PRELIMINARY NOT FOR CONSTRUCTION Permit/Seal YYYY.MM.DD 1/27/2022 4:47:40 PM1/16" = 1'-0"<Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com FLOOR PLAN -LEVEL 1 218421340 A-101A1/16" = 1'-0"A-101A 1 FLOOR PLAN -LEVEL 1 GENERAL NOTES: 1. DASHED LINE INDICATES LOCATION OF STRUCTURAL BRACE. SCHEMATIC DESIGN 2021.09.24 ISSUED FOR PERMIT 2021.10.15 75% DESIGN DEVELOPMENT 2021.11.22 DESIGN DEVELOPMENT 2021.12.10 ISSUED FOR PERMIT 2022.01.31 UP UP UP UP UP A-211 3_______ A-211 3_______ 1.53.55.5 4 A-201A 1A-201A3A-201AA-211 1_______ A-211 1_______ A-211 2_______ A-211 2_______ A-212 1_______ A-212 1_______ A-212 2_______ A-212 2_______ A-223 1_______ A-222 1_______ A-221 3_______ 13.4 11520 CC DD FF C.6C.6 D.1 D.2 D.3 D.4 EE E.5 E.5 B A.5 A 14 9.5 8 7 6 5 4 3 2 B.5 17.2 13 12 11 10 9 ST-2 STAIR 2 1'-2"50'-0"170'-0"51'-0"28'-8 1/2"36'-6"25'-0"25'-0"24'-0"24'-0"25'-0"25'-0"24'-0"24'-0"24'-0"20'-6"30'-6"14'-4 1/4"14'-4 1/4"18'-3"18'-3"31'-8 1/2"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"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"17'-6" 2'-10 1/2" 14'-7 1/2" 7.5 A-223 2_______ OPEN TO BELOW MEZZANINE CATWALK OPEN TO BELOW AIR ROTATION UNIT, TYP. EXISTING CONTINENTAL HANGAR M IN60' - 0 "A-230 1 A-230 3_________________ M136 RESTROOMS A-601 2 17'-6"17'-6" TO SLAB TO SLAB ELEV=340'-0" 11.5 17 16 15.519.1 17'-6"17'-6" 6'-5" D.5 D.6 A-222 2_______ A-221 2_______ 2 A-201A A-222 3_______ A-603 2 A-340 7 A-602 2 A-221 4_______ A-221 1_______ A-723 1 A-724 1 A-711 1 A-713 1 A-715 1 TRANSFORMER PIT TO SLAB TO SLABELEV=340'-0" OUTLINE OF CANOPY ABOVE SHOWN DASHED A-212 3_______ A-212 3_______1'-4"1'-9 1/2"1'-9 1/2" 1'-9 1/2" 1'-9 1/2"1'-9 1/2"1'-9 1/2"1'-9 1/2"1'-4"1'-9 1/2"MECHANICAL M134 1819 13.5 3'-9" F'F' 12 A-452 8 ELECT. RM. M135 3'-4 1/2"8'-0"A-604 2 MDF M133 3'-9"LOUVER16'-6" R.O.LOUVER16'-6" R.O.5'-3"4'-3"LOUVER16'-6" R.O.A-223 3_______OPEN COLLABORATION M128 FLEX CONFERENCE M127 STORAGE M124 ELEC M125 PANTRY M123 MULTI-PURPOSE M122 STAIR 4M ST4M STAIR 1 ST-1 ELEVATOR 1 EL-1 STAIR 3 ST-3 MECH. M102 VESTIBULE M103 RECEPTION M105 LAB M106 CHANGING M111 SHOWER M110 SHOWER M109 JANITOR M108 RESTROOM M107 EXAM ROOM M115 RECEPTION M100 BIKE STORAGE M101 WAR ROOM M132 WAR ROOM M131 WAR ROOM M130 OPEN OFFICE M129 LOCKER ROOM M104 IDF M121 WATER HEATER M120 MOTHERS'/WELLNESS M119 CHANGING M118 CHANGING M117 CHANGING M116 CHANGING M114 SHOWER M112 SHOWER M113 VESTIBULE M137 M102 OH-7A ST-1B M103EX-9 M104 M105 M115 M107 M114 M108 M109 M110 M111 M112 M113 M116 M117 M118 M119 M120 M121 M122A M122B OH-9A OH-8 M125 M124 M126A M127 M128B M129 M130 M131 M132 M133 M134 M135 M137 M136 ST-2B M134A EX-10 OH-4 OH-5 HANGAR T1 T2 FLEX CONFERENCE M126 M126B A-223 4_______ 2"10 3/4"10'-0"26'-8"A-452 6 3'-4"TR U E N O R TH PROJECT NORTH © 2021 Stantec Project No. Scale Key Plan Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET -ARCH E1 PRELIMINARY NOT FOR CONSTRUCTION Permit/Seal YYYY.MM.DD 1/27/2022 4:47:46 PM1/16" = 1'-0"<Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com FLOOR PLAN - MEZZANINE 218421340 A-101MA1/16" = 1'-0"A-101MA 1 FLOOR PLAN -MEZZANINE GENERAL NOTES: 1. DASHED LINE INDICATES LOCATION OF STRUCTURAL BRACE. SCHEMATIC DESIGN 2021.09.24 ISSUED FOR PERMIT 2021.10.15 75% DESIGN DEVELOPMENT 2021.11.22 DESIGN DEVELOPMENT 2021.12.10 ISSUED FOR PERMIT 2022.01.31 UP UP A-211 3_______ A-211 3_______ 1.53.55.5 4 A-201A 1A-201A3A-201AA-211 1_______ A-211 1_______ A-211 2_______ A-211 2_______ A-212 1_______ A-212 1_______ OPEN TO BELOW A-212 2_______ A-212 2_______ A-223 1_______ A-222 1_______ A-221 3_______ 13.4 11520 CC DD FF C.6C.6 D.1 D.2 D.3 D.4 EE E.5 E.5 B A.5 A 14 9.5 8 7 6 5 4 3 2 B.5 17.2 13 12 11 10 9 1'-2"50'-0"170'-0"51'-0"28'-8 1/2"36'-6"25'-0"25'-0"73'-0"25'-0"24'-0"24'-0"24'-0"20'-6"30'-6"14'-4 1/4"14'-4 1/4"18'-3"18'-3"31'-8 1/2"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"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"17'-6" 2'-10 1/2" 14'-7 1/2"17'-6"17'-6" 7.5 A-223 2_______ A-230 3_________________ 11.5 17 16 15.519.1 D.5 D.6 6'-5"17'-6"17'-6" 1'-5 1/2"1'-5 1/2"A-222 2_______ A-221 2_______ 2 A-201A A-222 3_______ A-221 4_______ A-221 1_______ A-602 5 A-212 3_______ A-212 3_______ A-601 5 85'-9 1/2"0' - 0 1/4" / 1' - 0"0' - 0 1/4" / 1' - 0"1819 13.5 3'-9" F'F' OFD RD RD OFD RMS-1A A-300 0' -0 1/2" / 1' -0"0' -0 1/2" / 1' -0"9'-6 1/4"A-223 3_______ A-331 1 A-223 4_______TR U E N O R TH PROJECT NORTH © 2021 Stantec Project No. Scale Key Plan Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET -ARCH E1 PRELIMINARY NOT FOR CONSTRUCTION Permit/Seal YYYY.MM.DD 1/27/2022 4:47:49 PM1/16" = 1'-0"<Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com FLOOR PLAN -LEVEL 2 218421340 A-102A1/16" = 1'-0"A-102A 1 FLOOR PLAN -LEVEL 2 GENERAL NOTES: 1. DASHED LINE INDICATES LOCATION OF STRUCTURAL BRACE. SCHEMATIC DESIGN 2021.09.24 ISSUED FOR PERMIT 2021.10.15 75% DESIGN DEVELOPMENT 2021.11.22 DESIGN DEVELOPMENT 2021.12.10 ISSUED FOR PERMIT 2022.01.31 UP UP UP UP UP A-211 3_______ A-211 3_______ 1.53.55.5 4 A-201A 1A-201A3A-201AA-211 1_______ A-211 1_______ A-211 2_______ A-211 2_______ A-212 1_______ A-212 1_______ A-212 2_______ A-212 2_______ A-223 1_______ A-222 1_______ A-221 3_______ LINEAR SKYLIGHT, TYP. 13.4 11520 CC DD FF C.6C.6 D.1 D.2 D.3 D.4 EE E.5 E.5 B A.5 A 14 9.5 8 7 6 5 4 3 2 B.5 17.2 13 12 11 10 9 1'-2"50'-0"170'-0"51'-0"28'-8 1/2"36'-6"25'-0"25'-0"73'-0"25'-0"24'-0"24'-0"24'-0"20'-6"30'-6"14'-4 1/4"14'-4 1/4"18'-3"18'-3"31'-8 1/2"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"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"17'-6" 2'-10 1/2" 14'-7 1/2" 7.5 A-223 2_______ H.P. H.P. 17'-6"17'-6" A-230 3_________________ RD RD RD L.P. OFD OFD OFD RD OFD RD OFD 11.5 17 16 15.519.1 D.5 D.6 17'-10 1/2" SKYLIGHT OPENING 416'-8"17'-10 1/2" A-320 1 17'-6"17'-6"6'-5" A-222 2_______ A-221 2_______ 2 A-201A A-222 3_______ OFD RD RD OFD 76'-4 9/16"SKYLIGHT OPENING17'-2 7/8"76'-4 9/16"RD RD RD L.P. OFD OFD OFD RD OFD RD OFD SCUPPERS, TYP. 0' - 0 1/2" / 1' - 0" 0' - 0 1/2" / 1' - 0"0' - 0 5/16" / 1' - 0"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 1/2" / 1' - 0"0' - 0 1/2" / 1' - 0" 0' - 0 1/2" / 1' - 0" 0' - 0 1/2" / 1' - 0"3A-340A-221 4_______ A-221 1_______ ROOF HATCH ROOF HATCH RMS-1A A-300 RMS-1A A-300 A-340 2 SKYLIGHTS A-212 3_______ A-212 3_______ A-601 6 7'-8"7'-8" 6'-1"33'-3"EQEQEQEQA-402 7_________________ A-602 6 1819 13.5 3'-9" F'F' A-321 1 A-403 6_________________0' - 0 1/4" / 1' - 0"0' - 0 1/4" / 1' - 0"0' -0 1/2" / 1' -0"0' -0 1/2" / 1' -0"A-223 3_______ 3 3/16" FRAME OPENING 2'-6"12'-3 5/8"FRAME OPENING8'-0"ROOF HATCH A-223 4_______ INDICATES LOCATION OF PV ARRAY BY OTHERS TR U E N O R TH PROJECT NORTH © 2021 Stantec Project No. Scale Key Plan Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET -ARCH E1 PRELIMINARY NOT FOR CONSTRUCTION Permit/Seal YYYY.MM.DD 1/27/2022 4:47:53 PMAs indicated <Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com ROOF DRAINAGE PLAN 218421340 A-103A1/16" = 1'-0"A-103A 1 ROOF DRAINAGE PLAN SCHEMATIC DESIGN 2021.09.24 ISSUED FOR PERMIT 2021.10.15 75% DESIGN DEVELOPMENT 2021.11.22 DESIGN DEVELOPMENT 2021.12.10 ISSUED FOR PERMIT 2022.01.31 UP UP UP UP UP A-211 3_______ A-211 3_______ 1.53.55.5 4 A-201A 1A-201A3A-201AA-211 1_______ A-211 1_______ A-211 2_______ A-211 2_______ A-212 1_______ A-212 1_______ A-212 2_______ A-212 2_______ A-223 1_______ A-222 1_______ A-221 3_______ 13.4 11520 CC DD FF C.6C.6 D.1 D.2 D.3 D.4 EE E.5 E.5 B A.5 A 14 9.5 8 7 6 5 4 3 2 B.5 17.2 13 12 11 10 9 7.5 A-223 2_______ A-230 3_________________ 11.5 17 16 15.519.1 D.5 D.6 A-222 2_______ A-221 2_______ 2 A-201A A-222 3_______3A-340A-221 4_______ A-221 1_______ A-212 3_______ A-212 3_______ A-402 7_________________ 1819 13.5 F'F' A-403 6_________________ A-223 3_______ A-223 4_______ LINEAR SKYLIGHT, TYP.1'-2"50'-0"170'-0"51'-0"28'-8 1/2"36'-6"25'-0"25'-0"73'-0"25'-0"24'-0"24'-0"24'-0"20'-6"30'-6"14'-4 1/4"14'-4 1/4"18'-3"18'-3"31'-8 1/2"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"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"17'-6" 2'-10 1/2" 14'-7 1/2" H.P. H.P. 17'-6"17'-6" RD RD RD L.P. OFD OFD OFD RD OFD RD OFD 17'-10 1/2" SKYLIGHT OPENING 416'-8"17'-10 1/2" 17'-6"17'-6"6'-5" OFD RD RD OFD 76'-4 9/16"SKYLIGHT OPENING17'-2 7/8"76'-4 9/16"RD RD RD L.P. OFD OFD OFD RD OFD RD OFD SCUPPERS, TYP. 0' - 0 1/2" / 1' - 0" 0' - 0 1/2" / 1' - 0"0' - 0 5/16" / 1' - 0"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 1/2" / 1' - 0"0' - 0 1/2" / 1' - 0" 0' - 0 1/2" / 1' - 0" 0' - 0 1/2" / 1' - 0"ROOF HATCH ROOF HATCH RMS-1A A-300 RMS-1A A-300 SKYLIGHTS 7'-8"7'-8" 6'-1"33'-3"EQEQEQEQA-602 6 3'-9"0' - 0 1/4" / 1' - 0"0' - 0 1/4" / 1' - 0"0' -0 1/2" / 1' -0"0' -0 1/2" / 1' -0"3 3/16" FRAME OPENING 2'-6"12'-3 5/8"FRAME OPENING8'-0"ROOF HATCH TR U E N O R TH PROJECT NORTH © 2021 Stantec Project No. Scale Key Plan Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET -ARCH E1 PRELIMINARY NOT FOR CONSTRUCTION Permit/Seal YYYY.MM.DD 1/27/2022 4:47:59 PM1/16" = 1'-0"<Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com ROOF PLAN 218421340 A-104A 1/16" = 1'-0"A-104A 1 ROOF PLAN ISSUED FOR PERMIT 2022.01.31 © 2021 Stantec Project No. Scale Key Plan Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET -ARCH E1 PRELIMINARY NOT FOR CONSTRUCTION Permit/Seal YYYY.MM.DD 1/27/2022 4:50:13 PM<Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com BUILDING PERSPECTIVES 218421340 A-200AA-200A 3 PERSPECTIVE -WEST A-200A 1 PERSPECTIVE -SOUTH A-200A 2 PERSPECTIVE -EAST A-200A 4 PERSPECTIVE -NORTH 1 2 3 4 SCHEMATIC DESIGN 2021.09.24 ISSUED FOR PERMIT 2021.10.15 75% DESIGN DEVELOPMENT 2021.11.22 DESIGN DEVELOPMENT 2021.12.10 ISSUED FOR PERMIT 2022.01.31 LEVEL 1 320'-0" A-211 3_______ A-211 3_______ MEZZANINE 340'-0" LEVEL 2 354'-0" H.P. OF HIGH ROOF 375'-0" A-211 1_______ A-211 1_______ A-211 2_______ A-211 2_______ INSULATED METAL PANEL WALL CLADDING W/ 3" ACCENT FINS, TYP. OVERHEAD ROLL UP DOOR - AT SHIPPING & RECEIVING A-221 3_______ 1 15 20148765432131211109 OVERHEAD ROLL UP DOORS - AT SHIPPING & RECEIVING TRIPLE GLAZED WINDOW SYSTEM, TYP. 1716 R1B R1A R1C R1B R1A R1B R1A R1C R1C W3A W3C A-221 2_______ A-221 4_______ A-221 1_______ R1A R1C R1B R1B R1B W1A W1C W1AR1BW2 C1AC1CC1BC1CL1L1C1AC1D C1A C1D PRECAST CONCRETE BASE FAA HEIGHT RESTRICTION INSULATED METAL PANEL STACK JOINT INSULATED METAL PANEL -FLAT JOINTS A-212 3_______ A-212 3_______DOME SKYLIGHT, TYP. 18 19 C1A C1A W4A W4CDC1B 12'-0" A-451 6_________________ LEVEL 1 320'-0" MEZZANINE 340'-0" LEVEL 2 354'-0" H.P. OF HIGH ROOF 375'-0" A-212 1_______ A-212 1_______ INSULATED METAL PANEL WALL CLADDING W/ 3" ACCENT FINS LINEAR SKYLIGHT, TYP. A-212 2_______ A-212 2_______ A-223 1_______C D FEBAA-223 2_______ A-230 4 CONTINUOUS BLADE PROJECTED LOUVER PRECAST CONCRETE BASE OPENINGS IN INSULATED PANEL FOR HVAC BEYOND LOUVERS DOME SKYLIGHT, TYP. PRECAST CONCRETE BASE 16'-6"7'-0"16'-6"7'-0"16'-6"7'-0"F' R2A L2 L2 L2 CONTINUOUS BLADE SCREEN AT TRANSFORMERS BEYONDBEYONDBEYOND PIT AT TRANSFORMERS SHOWN DASHEDCURB8"SHELF11"A-223 3_______ 8 1/2" 3'-2 1/8"CURB11"SHELF8"5'-2 1/4" 7'-1"12'-0"8"A-223 4_______ A-451 6_________________ LEVEL 1 320'-0" MEZZANINE 340'-0" LEVEL 2 354'-0" H.P. OF HIGH ROOF 375'-0" A-212 1_______ A-212 1_______ TRANSLUCENT SLIDING DOORS W/ GLAZED LOWER PANELS, TYP. INSULATED METAL PANEL WALL CLADDING W/ 3" ACCENT FINS, TYP. LINEAR SKYLIGHT A-212 2_______ A-212 2_______ A-222 1_______ CDFE B A A-222 2_______ FAA HEIGHT RESTRICTION HANGAR DOOR CLEAR OPENING 120'-0" TRANSLUCENT WALL TO MATCH HANGAR DOOR INSULATED METAL PANEL -FLAT JOINTS TRANSLUCENT WALL TO MATCH HANGAR DOOR DOME SKYLIGHT, TYP.HANGAR DOOR OPENING HEIGHT36'-0"PANEL WIDTH 20'-0" F' W1A C1A R2B 5'-0" A-451 6_________________ LEVEL 1 320'-0" A-211 3_______ A-211 3_______ MEZZANINE 340'-0" H.P. OF HIGH ROOF 375'-0" A-211 1_______ A-211 1_______ A-211 2_______ A-211 2_______ 115201487654321312111091716 A-222 3_______ FAA HEIGHT RESTRICTION PRECAST CONCRETE BASE DOWNSPOUT AND SCUPPER, TYP. 22'-6"10'-0"12'-6"5'-0" FIN REPEAT PATTERN FOR EAST FACADE A-212 3_______ A-212 3_______ 1819 A-403 6_________________ © 2021 Stantec Project No. Scale Key Plan Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET -ARCH E1 PRELIMINARY NOT FOR CONSTRUCTION Permit/Seal YYYY.MM.DD 1/27/2022 4:50:49 PM<Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com BUILDING ELEVATIONS 218421340 A-201A 1/16" = 1'-0"A-201A 4 BUILDING ELEVATION -WEST LOADING 1/16" = 1'-0"A-201A 1 BUILDING ELEVATION -SOUTH ENTRANCE 1/16" = 1'-0"A-201A 3 BUILDING ELEVATION -NORTH RUNWAY 1 3 2 4 1/16" = 1'-0"A-201A 2 BUILDING ELEVATION -EAST MANUFACTURING WALL SCHEMATIC DESIGN 2021.09.24 ISSUED FOR PERMIT 2021.10.15 75% DESIGN DEVELOPMENT 2021.11.22 DESIGN DEVELOPMENT 2021.12.10 ISSUED FOR PERMIT 2022.01.31 TRU E N O R TH PROJECT NORTH © 2021 Stantec Project No. Scale Key Plan Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET -ARCH E1 PRELIMINARY NOT FOR CONSTRUCTION Permit/Seal YYYY.MM.DD 1/27/2022 5:53:15 PM<Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com RENDERED ELEVATIONS 218421340 A-202A 1 3 2 4 REVISED 2022.01.31 TRU E N O R TH PROJECT NORTH © 2021 Stantec Project No. Scale Key Plan Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant ORIGINAL SHEET -ARCH E1 PRELIMINARY NOT FOR CONSTRUCTION Permit/Seal YYYY.MM.DD 1/27/2022 5:53:19 PM<Pick location in Project Information>Stantec Architecture Inc 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com RENDERED ELEVATIONS 218421340 A-203A 1 2 REVISED 2022.01.31 XXXX X X XX XXXXX UT UTGGUTUT W W W W WW WUTUTUTLEVEL 2 MEZZANINE ELE C T . R O O M WA T E R ME C H . SHI P P I N G & R E C E I V N G IDF PLAT REVISIONLOT CONSOLIDATIONWITH AIRPORT PUD PLANSSP-001As indicatedDRAFTNOT FORRECORDING05-03-2022V:\1794\active\179450350\transportation\permitting\Issued_for_Permit_11-05-2021_CAD_drawings\Exhibit\sp-001_parking_removed.dwg5/3/2022 11:24 AM By: Gouger, David© 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.ISSUED FOR PERMIT2021.10.15REVISED2021.11.05 ELECT. RO O M WATER MECH. SHIPPIN G & R E C EI V N G IDF FINAL PLAT REVISION LOT CONSOLIDATION WITH AIRPORT PUD SP-002 As indicated © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc.193 Tilley Dr., Suite 101South Burlington VT 05403 U.S.A.802.864.0223www.stantec.comTel. ISSUED FOR PERMIT 2021.10.15 REVISED 2021.11.05 SURV E Y and ENGINEE R I N G INC.V ERMONT V TNOM REVFOETATS RUSDNA L ROYE REVISED 2022.05.04 REVISED 2022.05.05 REVISED 2022.05.23 REVISED 2022.05.24 1 Marla Keene From:Gendron, Christopher <Chris.Gendron@stantec.com> Sent:Thursday, May 26, 2022 5:15 PM To:Marla Keene; Dalila Hall Cc:Art Klugo; Paul Conner; Larry Lackey; Nicolas Longo Subject:RE: EXTERNAL: FW: SD-21-28 - BETA Assembly Zoning Permit Attachments:sp-001_parking_removed-SP-001.pdf; 004_Removals_Plan_C-006_05-26-2022.pdf; 039 _Building_Sections_A-211_10-15-2021.pdf; 040_Building_Sections_A-212_ 10-15-2021.pdf Thank you Marla. Please find responses below and requested documents attached. You had mentioned we respectfully allow the necessary time to complete our work. Is that a couple of hours with the potential to issue a zoning permit tommorow or is it days and will issue one next week? We’ve contractors lined up to start tommorow and the sooner we can notify them the status of the zoning permit the better. Best, Christopher Gendron PE Associate Direct: 802-497-6402 Mobile: 802-324-0920 christopher.gendron@stantec.com Stantec To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet.Stantec The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately. From: Marla Keene <mkeene@southburlingtonvt.gov> Sent: Thursday, May 26, 2022 4:36 PM To: Gendron, Christopher <Chris.Gendron@stantec.com>; Dalila Hall <dhall@southburlingtonvt.gov> Cc: Art Klugo <aklugo@beta.team>; Paul Conner <pconner@southburlingtonvt.gov>; Larry Lackey <llackey@btv.aero>; Nicolas Longo <nlongo@btv.aero> Subject: RE: EXTERNAL: FW: SD-21-28 - BETA Assembly Zoning Permit Chris, I have downloaded and reviewed the plans and have the following questions/comments which must be addressed before we can consider conditions #3 and #5 as having been addressed. 1. Sheet C-036 is not included. Can you confirm that CW-501 dated 1/31/2022 supersedes C-036? Confirming that CW-501 supersedes C-036. 2. Sheets A-211 and A-212 are not included. Do you agree that there are no changes to these sheets from those dated 2021-10-15? Those sheets are interior building sections and were submitted for information only. We don’t think they are required but if they are, the ones dated 2021-10-15 would be sufficient and are attached. 3. SP-001 was not included. Please provide, reflecting the approved site layout. As I mentioned before, it is unusual for an applicant to show development on their plat plans. In the future you may wish to consider having plats omit development. Agreed and will remove on future plats. SP-001 is attached. 4. Compliance with condition 3c is incomplete. The “removals” plan (sheet C-006) still shows the two maples as being removed, and the EPSC plan has not been updated to show tree protection. Please revise. Removal’s plan and EPSC plans are not intended to depict tree protection or tree removals. That information can be found on sheet L004 (page 28) including a detail for tree protection. I did notice the x’s on the removals plan and those have been removed. See revised version attached. 2 5. Now that you have provided individual sheets, we note that the grading and ESPC plans have some issues. In particular, we see that you still show grading as though there is curbing were there was previously proposed parking, and there are temporary check dams and rolled erosion control product where there are no longer swales. It is understood that EPSC plans are a guide for the contractor and the actual measures may vary depending on site conditions, but site conditions must match the approved plans in order to be eligible for a certificate of occupancy, which will be a problem when you’re required to shape earth in the profile of a curb. Since the provided grading matches the configuration approved by the Board, we will accept the grading plans as provided, but we wanted to flag this issue for you as something to start thinking about. Noted, we’ll be sure to monitor this and amend if necessary. Please also be aware that once approval conditions have all been addressed, we are not magicians and we cannot issue a permit without completing the necessary paperwork. Some paperwork cannot be completed in advance, and while we are making every effort to expedite the process, we ask that you respectfully allow the necessary time to complete our work. Marla Keene, PE Development Review Planner City of South Burlington (802) 846-4106 From: Gendron, Christopher <Chris.Gendron@stantec.com> Sent: Thursday, May 26, 2022 12:39 PM To: Dalila Hall <dhall@southburlingtonvt.gov>; Marla Keene <mkeene@southburlingtonvt.gov> Cc: Marla Keene <mkeene@southburlingtonvt.gov>; Art Klugo <aklugo@beta.team>; Paul Conner <pconner@southburlingtonvt.gov>; Larry Lackey <llackey@btv.aero>; Nicolas Longo <nlongo@btv.aero> Subject: RE: EXTERNAL: FW: SD-21-28 - BETA Assembly Zoning Permit Good Afternoon Dalila and Marla, Please find a digital pdf version of the full plan set satisfying conditions #3 and #5 of SD-21-28 using the link below. These have been revised to reflect the changes required by the conditions of the approval. Those conditions are listed on our checklist attached and listed below. Please confirm the plans have been received, downloaded, and approved. If you have any questions or comments, please reach out to me as soon as you can. I’ll have my cell phone by me at 802-324-0920. We believe we have delivered everything required as outlined on the attached checklist. Please confirm you have everything you need to issue a zoning permit tommorow so we can commence construction. 2022 05 26 SD-21-28 BETA Assembly Plans Note: link expires 5/28