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Home My WebLink AboutPermit Certificate of Occupancy CO-23-23 180 Market Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com December 11, 2023 Beta Technologies c/o Art Klugo 1150 Airport Drive South Burlington, VT 05403 Re: Certificate of Occupancy Conditions of Approval – 154 Davinci Drive Dear Mr. Klugo: The following conditions must be rectified prior to issuance of a permanent certificate of occupancy. 1. DRB Site Plan amendment. You have submitted a site plan application to modify SD-21-28 in the following ways. • Remove trees required to be planted on north west side of building • Install trees along Davinci Drive west of the building • Reconfigure driveway to 355 Valley Road The Board is scheduled to hear that application on January 17, 2024. If the Board approves your requested amendment, you must comply with the conditions of that approval, including obtaining a zoning permit and completion of the work described therein demonstrated by obtaining a certificate of occupancy. If the Board denies, or approves in part, the requested amendments, you must complete the work as shown on SD-21-28 as originally approved. 2. Complete work which is physically at conflict with the work approved in SP-22-055 / ZP-23-092 (Taxiway “G” and South Apron Expansion) 3. Complete installation of grading, stormwater treatment, landscaping, and all other approved features which was unable to be completed due to unanticipated and necessary removal of hazardous soils. 4. Complete installation of required showers. 5. Correct stone berm in Bioretention Basin 2A to the satisfaction of the City Stormwater Division. Plans that incorporate approved field changes include the following. Requested changes listed in #1 above are not approved as field changes but are shown on the revised sheets. If the Board denies, or approves in part, the requested amendments, you must revise the updated plans to remove the rejected changes. Sheet No: Sheet Title: Prepared By: Last Revised Date: C‐200A Overall Site Plan (A‐Build) Stantec 10/27/2023 C‐201A Site Plan (A‐Build) Stantec 10/27/2023 C‐202A Site Plan(A‐Build) Stantec 10/27/2023 C‐203A Grading And Drainage Plan (A‐Build) Stantec 10/27/2023 C‐204A Grading And Drainage Plan (A‐Build) Stantec 10/27/2023 180 Market Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com L‐000A Overall Landscape Plan (A‐Build) Stantec 10/27/2023 L‐004A Tree Protection Plan (A‐Build) Stantec 10/27/2023 L‐200A Landscape Plan (A‐Build) Stantec 10/27/2023 L‐201A Landscape Plan (A‐Build) Stantec 10/27/2023 L‐202A Plant Schedule (A‐Build) Stantec 10/27/2023 L-204 Planting Plan (Da Vinci Drive) Stantec 10/27/2023 EA‐000A Luminaire Schedule and Lighting Legend Stantec 10/27/2023 EA‐101A Site Lighting Area A Stantec undated EA‐102A Site Lighting Area B Stantec undated EA‐103A Site Lighting Area C Stantec 10/27/2023 EA‐104A Site Lighting Area D Stantec undated A‐101A Floor Plan ‐ Level 1 (A‐Build) Stantec 08/18/2023 A‐101MA Floor Plan ‐ Mezzanine (A‐Build) Stantec 10/06/2022 A‐102A Floor Plan ‐ Level 2 (A‐Build) Stantec 01/26/2023 A‐103A Roof Drainage Plan (A‐Build) Stantec 10/06/2022 A‐200A Building Perspectives (A‐Build) Stantec 10/06/2022 A‐201A Building Elevations (A‐Build) Stantec 01/23/2023 DXX X X XXXXXXXXXXXXXS E B B WV WV E E WVWV S OSW S WV S WV WV W WV WV WV WV B B SVENT PIPE BROWN ANIMAL HOSPITAL BLUE 53 BLUE BLUE BLUE 23 BLUE 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.CONC. WALK WOO D S T E P S 10'DIA BOULDER/4'AG METAL FENCE POST BLUE BOULDERS METAL FENCE POST CENTER 10' WIDEGARAGE DOORSILL 318.3 CENTER 3'WIDE DOOR SILL 318.3 CONCRETE BLUE BLUE BLUE CENTER 3'WIDE DOORSILL 318.3 STEPSGRAVEL GRAVEL GRAVEL CONCRETE WOODS WOODS WOODS BRUSH 1 1/2" W I D E / 1 1/ 2 " T A L L W OO D C U R B CONDUIT2' TALL 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 EASEME N T 20' WI D E C W D EASEMENT100' WIDE GMP EASEMENT100' WIDE GMP EASEMENT100' W I D E G M P E A S E M E N T 20' 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 T S A T S A TSAT S A TS A T S A T O F A T O F A TOFAT O F A T O F A T O F A OHE 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\179450350_c-200A_project_site_pln.dwg10/26/2023 5:33 PM By: Merkle, Geoffrey© 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 RECORD DRAWINGS FOR PERMIT 10-27-2023 ISSUED FOR PERMIT 2021.01.31 REVISED PERMIT 2021.05.04 1 FIELD CHANGE 2023.10.27 1 1 1 1 1 1 1 1 \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\drawing\sheet_files_abuild_permit\179450350_c-200A_project_site_pln.dwg, C-200A, 10/26/2023 5:50:40 PMRECORD DRAWINGS FOR PERMIT 11/7/2023 pppppp p pppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppp p p p p p DDDDD DDDD D DD D D D SMHTMH MH MH MH MH MHMH HH HH HH MH MH TMHHH SMHTMH MH MH MH MH MHMH HH HH HH MH MH TMHHH FMFMS S X X X X X XXXX XXXXXXXXXXD D E D DDD 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 SITE PLAN C-201A AS INDICATED \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\drawing\sheet_files_abuild_permit\179450350_c-201A_c-202A_site_pln.dwg10/26/2023 4:53 PM By: Merkle, Geoffrey© 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 RECORD DRAWINGS FOR PERMIT 10-27-2023 ISSUED FOR PERMIT 2021.01.31 REVISED PERMIT 2021.05.04 1 FIELD CHANGE 2023.10.27 1 1 1 1 \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\drawing\sheet_files_abuild_permit\179450350_c-201A_c-202A_site_pln.dwg, C-201A, 10/26/2023 5:49:16 PMRECORD DRAWINGS FOR PERMIT 11/7/2023 pppppppppppp DDD DDDDDDDDDDDD D DDD DD D D D D D D OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHE OHE OHE OHETMHTMH TMH TMH MHTHHHH HHHHHHHHHH HH TMHMHMHTMHTMH MH MH MH TMH MH HH TMH HHHH MH TMHTMH TMH TMH MHTHHHH HHHHHHHHHH HH TMHMHMHTMHTMH MH MH MH TMH MH HH TMH HHHH MH FMFMFMFMFMFMFM S S S S S WV WVWV S OSW WV W WV WV WV WV DDD BOULDERSSTEPSPAVED GRAVEL GRAVEL GRAVEL CONCRETE WOODS TELPED 3'WIDE/1'TALL DRAINAGE OPENING SITE PLAN C-202A AS INDICATED \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\drawing\sheet_files_abuild_permit\179450350_c-201A_c-202A_site_pln.dwg10/26/2023 4:53 PM By: Merkle, Geoffrey© 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 RECORD DRAWINGS FOR PERMIT 10-27-2023 ISSUED FOR PERMIT 2021.01.31 REVISED PERMIT 2021.05.04 1 FIELD CHANGE 2023.10.27 1 1 1 1 \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\drawing\sheet_files_abuild_permit\179450350_c-201A_c-202A_site_pln.dwg, C-202A, 10/26/2023 5:48:20 PMRECORD DRAWINGS FOR PERMIT 11/7/2023 SDDDDDSDSD SDD DSDSDDDDSDSDSDFDFD FDFDFDFDFDFDFDFDFDFDFDD DSDSDD D D FDUDFDSDSDSDFDFDSDSDD pppppp p pppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppppp p p p p p 32 6 ' 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 UGE UGE UGE UGE UGE UGCUGC UGC UGC UGCUGEUGEUGE UGE UGE UGE UGE UGEUGESMHTMH MH MH MH MH MHMH HH HH HH UGE UGEU 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 CMHMHTMHHH UGE UGE UGE UGE UGE UGCUGC UGC UGC UGCUGEUGEUGE UGE UGE UGE UGE UGEUGESMHTMH MH MH MH MH MHMH HH HH HH UGE UGEU 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 CMHMHTMHHHDDDWWWW WFMFMS WWWW W W W W S D DD D SD SSS GRADING AND DRAINAGE PLAN (A-BUILD) C-203A AS INDICATED \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\drawing\sheet_files_abuild_permit\179450350_c-203A_c-204A_grading_drainage_pln.dwg10/26/2023 4:49 PM By: Merkle, Geoffrey© 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 RECORD DRAWINGS FOR PERMIT 10-27-2023 ISSUED FOR PERMIT 2021.01.31 REVISED PERMIT 2021.05.04 1 FIELD CHANGE 2023.10.27 1 1 1 \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\drawing\sheet_files_abuild_permit\179450350_c-203A_c-204A_grading_drainage_pln.dwg, C-203A, 10/26/2023 5:39:10 PMRECORD DRAWINGS FOR PERMIT 11/7/2023 SD DDSDD SDSDSDSDSDDSDDDSDSDSDSDSDDSDSDSDDDSDSDDSDSDSDSDDSDSDSDSDDDSDDDSD D SDSDD FDFDFDFDFDFDDD DSDSDD D SDD SDSDSDD SDSDD D FDFDSDSDSDSDSDD SDpppppppppppp 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 OHEUGCUGC UGC UGC UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCTMHTMH TMH UGCUGCUGCTMHMHTHH HH HHHHHHHHHH HH UGEUGEUGEUGCUGCUGCUGCUGCUGCUGCUGCTMHUGEUGEU 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 C MH MH TMHTMH MH MH U G C UGEMH TMH MH U G C UGCUG E U G EHH TMH HHHH MH UGE U G E UGE UGE UGEUGEUGEUGEUGCUGC UGC UGC UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCTMHTMH TMH UGCUGCUGCTMHMHTHH HH HHHHHHHHHH HH UGEUGEUGEUGCUGCUGCUGCUGCUGCUGCUGCTMHUGEUGEU 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 C MH MH TMHTMH MH MH U G C UGEMH TMH MH U G C UGCUG E U G EHH TMH HHHH MH UGE U G E UGE UGE UGEUGEUGEUGEDDDDDD DWWWWW W W W W W W W FMFMFMFMFMFMFMS S S S WWWW W W W W S D SD D D D S D S S S GRADING AND DRAINAGE PLAN (A-BUILD) C-204A AS INDICATED \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\drawing\sheet_files_abuild_permit\179450350_c-203A_c-204A_grading_drainage_pln.dwg10/26/2023 5:43 PM By: Merkle, Geoffrey© 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 RECORD DRAWINGS FOR PERMIT 10-27-2023 ISSUED FOR PERMIT 2021.01.31 REVISED PERMIT 2021.05.04 1 FIELD CHANGE 2023.10.27 1 1 1 1 1 \\us0261-ppfss01\workgroup\1794\active\179450350\transportation\drawing\sheet_files_abuild_permit\179450350_c-203A_c-204A_grading_drainage_pln.dwg, C-204A, 10/26/2023 5:52:48 PMRECORD DRAWINGS FOR PERMIT 11/7/2023 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 UGCUGCMH 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 EXISTING COMMERCIAL BUILDING TO REMAIN 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 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 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 WAGNER HODGSON VT 802.864.0010 wagnerhodgson.comNY518.567.1791 430 Warren Street Hudson, NY 12534 218421340 RECORD DRAWINGS FOR PERMIT 10-27-2023 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED 2022.01.04REVISED 2022.01.13REVISED 2022.01.31REVISED 2022.02.15REVISED 2022.05.04REVISED 2023.10.27FIELD CHANGES 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" RECORD DRAWINGS FOR PERMIT 11/7/2023 37 0 '370'36 5 '365' 365 '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 UGCUGCMH 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 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 14” Locust 34” Maple 32” Maple 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 WAGNER HODGSON VT 802.864.0010 wagnerhodgson.comNY518.567.1791 430 Warren Street Hudson, NY 12534 218421340 2021.10.15ISSUED FOR PERMIT 2021.11.05REVISED 2022.01.04REVISED 2022.01.13REVISED 2022.01.31REVISED 2022.02.15REVISED 2022.05.04REVISED 2023.10.27FIELD CHANGES RECORD DRAWINGS FOR PERMIT 10-27-2023 1" = 50'-0" RECORD DRAWINGS FOR PERMIT 11/7/2023 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 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 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 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 UGE 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 CONSERVATION MEADOW LAWN CONSERVATION MIX (1) UAb (2) UAb (5) AFa (1) QBb (2) JVB (2) JXS (RANDOM LOCATIONS) (3) QR (2) AFb (5) CO (3) QI (2) AFa (1) UAb (2) UAb (2) NSb (1) NSb (142) SH (12) DL (4) PF (2) AFb (3) QR (5) AFb (3) PG (5) BNa (59) SH (11) RA (5) PO (1) NSb (11) DL (17) JC (2) BNb (2) JC (44) JVM (1) BNb (2) QBb (3) UAa (2) UAa (2) UAa (3) QBb (2) NSa MATCHLINE SEE L200 MATCHLINE SEE L201 MATCHLINE SEE L200 MATCHLINE SEE L201 (2) BNb (11) RA (77) RF (81) PA (86) PA (83) RF (34) PV PLANTING BED W/ STEEL EDGING, TYP. STONE DRIP EDGE W/ STEEL EDGING, TYP. (314) DP (26) RF (76) PV (149) SH (98) RA (3) SP (20) JC (12) PF RAIN GARDEN : SEE ENLARGEMENT #1 RAIN GARDEN : SEE ENLARGEMENT PLAN - 1/L200 DRUMLIN LANDFORMS TO BE LAID OUT IN THE FIELD (1) NSa (46) PV (1) QBa (190) SH (42) SH NOTE : SEED TYPE FOR ALL AREAS OF DISTURBANCE NOT SHOWN TO BE SELECTED BY LANDSCAPE ARCHITECT FOLLOWING ON-SITE REVIEW OF ADJACENT CONDITIONS AND PROPOSED LEVEL OF MAINTENANCE. (3) PAb (3) BNa (1) NSb (27) RA (6) PAb (1) JVB (5) PAa (1) AFa (1) QR (1) AFa (1) QR (1) AFa (3) PAb (76) PV (12) DL (13) PF (41) PV (21) PV MATCHLINE SEE L204 MATCHLINE SEE L200 NOTE : SEE SHEET L202 FOR PLANT SCHEDULE (1) UAb (22) PF (7) SP (2) JVB (2) JXS (RANDOM LOCATIONS) (1) AFb (1) AFb (7) JC RAIN GARDEN : SEE ENLARGEMENT #1 (1) QBa (1) AFa (1) JVB (1) JXS 335' 33 5 '335'335'WV SILL 333.5X 30' WIDE SEWER FORCE MAIN EASEMENTWWW WWW WW WWWEE E E E E U G C EEEEE(3) QI (1) NSb (142) SH (149) SH (11) IV (27) AI (111) CA (8) BA (67) CG (3) CS (18) IV (95) RF (63) CA (128) JE (58) CA (16) BA (37) EM (57) AI (62) JE (95) RF (6) CS (35) BA (3) CS (16)IV (8) CS (15)IV(65) EM (108) CA (82) RF (45) CG (18) BA (17) EM (101) JE (22) BA (40) EM (50) AI (58) CG (26) BA (18) AI (503) CA (125) JE (140) RF (90) PA (88) PV RAIN GARDEN : SEE ENLARGEMENT PLAN - 1/L200 (1) UAb (7) JC 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 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 2023.10.27FIELD CHANGES RECORD DRAWINGS FOR PERMIT 10-27-2023 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) RECORD DRAWINGS FOR PERMIT 11/7/2023 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 EECONSERVATION MEADOW CONSERVATION MIX CONSERVATION MEADOW (1) UAb (2) UAb (2) JVB (2) JXS (RANDOM LOCATIONS) (10) PG (2) QI (2) GTa (1) QR (2) CO (3) AFb (6) BNb (2) QR (1) AFb (5) GTb (2) GTa (2) CO (2) AFb (3)UAb (2) QM (1) AFb (3) QI (2) UAa (2) UAa (5) GTb (3) QR (2) AFb (5) CO (3) QI (2) AFa (1) UAb (2) UAb (2) NSb (2) UAb (1) QR (5) PG (16) TO (18) TO (1) AFb (2) QM (24) PO (13) DL (19) PO (19) PF (20) SP (2) AFb (19) JC (18) SP (1) NSb (142) SH (10) DL (12) DL (4) PF (22) JC (7) BNb (2) UAb (2) AFb (3) CO (2) AFb (3) CO (2) QM (3) QR (13) TO (59) SH (11) RA (5) PO (1) NSb (11) DL (17) JC (2) BNb (2) JC (1) QM (1) AFb (3) AFa (1) AFb(3) PG (1) QBb (2) QBb (2) AFb (1) BNb (2) QBb (1) UAb MATCHLINE SEE L200 MATCHLINE SEE L201 MATCHLINE SEE L200 MATCHLINE SEE L201 (76) PV (149) SH (2) QBb (3) UAa (3) SP (20) JC (12) PF (26) RA RAIN GARDEN : SEE ENLARGEMENT #1 RAIN GARDEN : SEE ENLARGEMENT PLAN - 1/L200 (2) UAb (190) SH (42) SH NOTE : SEED TYPE FOR ALL AREAS OF DISTURBANCE NOT SHOWN TO BE SELECTED BY LANDSCAPE ARCHITECT FOLLOWING ON-SITE REVIEW OF ADJACENT CONDITIONS AND PROPOSED LEVEL OF MAINTENANCE. (3) BNa (1) NSb (6) PAb (2) PAa (1) JVB (5) PAa (1) AFa (1) QR (1) AFa (1) QR (1) AFa (3) AFa (76) PV (12) DL (13) PF (1) UAb (22) PF (7) SP (2) JVB (2) JXS (RANDOM LOCATIONS) (1) AFb NOTE : SEE SHEET L202 FOR PLANT SCHEDULE (7) JC RAIN GARDEN : SEE ENLARGEMENT #1 (1) GTb (2) CO (1) AFa (1) JVB (1) JXS 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 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 2023.10.27FIELD CHANGES RECORD DRAWINGS FOR PERMIT 10-27-2023 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) RECORD DRAWINGS FOR PERMIT 11/7/2023 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 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 2023.10.27FIELD CHANGES RECORD DRAWINGS FOR PERMIT 10-27-2023 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 PLANT SCHEDULE (A-BUILD) 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 38 Acer x freemanii 'Autumn Blaze'AUTUMN BLAZE FREEMAN MAPLE 4.5"-5" CAL.AS SHOWN BNa 8 Betula nigra 'Heritage' (single stem) SELECT SINGLE STEM RIVER BIRCH - SELECT 3"-3.5" CAL.AS SHOWN BNb 18 Betula nigra 'Heritage' (single stem)SINGLE STEM RIVER BIRCH 3"-3.5" CAL.AS SHOWN CO 17 Celtis occidentalis HACKBERRY 4"-4.5" CAL.AS SHOWN GTa 4 Gleditsia triacanthos f. inermis 'Halka'HALKA HONEYLOCUST 3.5"-4" CAL.AS SHOWN GTb 11 Gleditsia triacanthos f. inermis 'Skyline'SKYLINE HONEYLOCUST 3.5"-4" CAL.AS SHOWN NSa 3 Nyssa sylvatica SELECT BLACK TUPELO - SELECT 3.5"-4" CAL.AS SHOWN NSb 5 Nyssa sylvatica BLACK TUPELO 3.5"-4" CAL.AS SHOWN QBa 2 Quercus bicolor SELECT SWAMP WHITE OAK - SELECT 4"-4.5" CAL.AS SHOWN QBb 11 Quercus bicolor SWAMP WHITE OAK 4"-4.5" CAL.AS SHOWN QI 8 Quercus imbricaria SHINGLE OAK 3.5"-4" CAL.AS SHOWN QM 7 Quercus macrocarpa BUR OAK 3.5"-4" CAL.AS SHOWN QR 12 Quercus rubra RED OAK 3.5"-4" CAL.AS SHOWN UAa 14 Ulmus x 'Triumph'TRIUMPH ELM 3.5"-4" CAL.AS SHOWN UAb 17 Ulmus x 'Triumph'TRIUMPH ELM 4.5"-5" CAL.AS SHOWN E V E R G R E E N T R E E S JVB 6 Juniperus virginiana 'Burkii'BURKII RED CEDAR 6'-7'AS SHOWN JVM 44 Juniperus virginiana 'Mountbatten'MOUNTBATTEN RED CEDAR 6'-7'AS SHOWN JXS 5 Juniperus x 'Star Power'MOUNTBATTEN RED CEDAR 6'-7'AS SHOWN PAa 7 Pinus Abies NORWAY SPRUCE 6'-7'AS SHOWN PAb 12 Pinus Abies NORWAY SPRUCE 8'-10'AS SHOWN PG 21 Picea glauca WHITE SPRUCE 6'-7'AS SHOWN TO 47 Thuja occidentalis 'Fairview'FAIRVIEW ARBORVITAE 6'-7'AS SHOWN S H R U B S CS 20 Cornus sericea 'Isanti'ISANTI RED-TWIG DOGWOOD #5 AS SHOWN DL 58 Diervilla lonicera NORTHERN BUSH HONEYSUCKLE #5 AS SHOWN JC 87 Juniperus chinensis 'Sea Green'SEA GREEN JUNIPER #5 AS SHOWN IV 60 Ilex verticilata 'Jim Dandy'WINTERBERRY (MALE)#5 AS SHOWN PF 70 Potentilla fruiticosa 'Abbotswood'ABBOTSWOOD CINQUEFOIL #3 AS SHOWN PO 48 Physocarpus opulifolius 'Nanus'NANUS NINEBARK #5 AS SHOWN RA 173 Rhus aromatica 'Gro-Low'GROW-LOW SUMAC #3 AS SHOWN SP 48 Syringa meyeri 'Palibin'DWARF KOREAN LILAC #5 AS SHOWN G R A S S E S CA 843 Carex stricta TUSSOCK SEDGE #1 18" O.C. JE 416 Juncus effusus COMMON RUSH #1 18" O.C. PV 382 Panicum virgatum 'Shenandoah'SHENANDOAH SWITCH GRASS #2 24" 0.C. SH 582 Sporobolus heterolepsis PRAIRIE DROPSEED #1 18" 0.C. P E R E N N I A L S AI 152 Aesclepias incarnata SWAMP MILKWEED #2 24" O.C. BA 125 Baptisia australis FALSE INDIGO #2 24" O.C. CG 170 Chelone glabra WHITE TURTLEHEAD #1 18" O.C. DP 314 Dennstaedtia punctilobula HAY-SCENTED FERN #1 18" O.C. EM 159 Eupatorium maculatum 'Gateway'JOE-PYE WEED #2 24" O.C. PA 257 Perovskia atriplicifolia 'Blue Jean Baby'DWARF RUSSIAN SAGE #1 18" O.C. RF 598 Rudbeckia fulgida 'Goldsturm'BLACK-EYED SUSAN #1 18" O.C. RECORD DRAWINGS FOR PERMIT 11/7/2023 335'335' 335'330' 330'325'325'325'32 5 '325' 32 5 ' 325' 325'325'320'32 0 '320'320' 320' 320'320'3 20 '315'3 1 5 ' 31 5 ' 315'315'3 1 5 ' 31 5 ' 3 1 0 ' 31 0 ' 31 0 ' 310 ' 310' 3 0 5 ' 30 5 ' 30 5 ' 305 '305' 3 0 0 ' 30 0 ' 3 00 ' 3 0 0 'SDSDSD SD SD SD X X X X XXXX X XXXXXXXXXXSD SDXXX B B D BOSWWV WV WV B B SSDSDS D SDAE&TAE&TAE&T AE& T AE&TAE & T AE & T AE & T SD SD S D S D E S D S D SDAE&TAE&TAE&TGATE VENT PIPE 0.4'TALL 0.7'TALL WOODEN GATE POST G A T E GARAGE DOOR G A T E A-9 A-14 A-17 A-2 A-11 GAS METER 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. WALK 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 4.5' TALL POST0.2' DIA. STEEL RP RP RP VSE #7425/8"REBAR VSE CONTROL CAPN 716359.005E 1472116.148ELEV 324.785 X X X XCENTER 3'WIDE DOORSILL 318.3 BLUE BLUE S D WWWFMFM S W W W S UGE UGE UGE UGE UGE UGE UGEUGEUGE UGE UGE UGE UGE UGE UGEEE E E E E E E E E E EEEEEEEE E E E E E E EE E E EEEEE E E E E EEEUGE UGE UGEE E E SMHMH MH MH MHMH MH(5) AFb (2) UAa (2) UAa (3) QBb (2) BNb (314) DP NOTE : SEED TYPE FOR ALL AREAS OF DISTURBANCE NOT SHOWN TO BE SELECTED BY LANDSCAPE ARCHITECT FOLLOWING ON-SITE REVIEW OF ADJACENT CONDITIONS AND PROPOSED LEVEL OF MAINTENANCE. (3) PAb (11) AFb MATCHLINE SEE L204 MATCHLINE SEE L200 NOTE : SEE SHEET L202 FOR PLANT SCHEDULE (1) AFb© 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 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 2023.10.27FIELD CHANGES RECORD DRAWINGS FOR PERMIT 10-27-2023 Stantec Architecture, Inc. 311 Summer Street Boston, MA 02210-1723 Tel: (617) 234-3100 www.stantec.com 1" = 30'-0" PLANTING PLAN (DA VINCI DRIVE) L-204 REVISION #1 2023.03.17 SCALE OF FEET 30030 60 LAWN NO-MOW DETENTION CONSERVATION SEED LEGEND AIRFIELD REVISION #2 2023.05.15 RECORD DRAWINGS FOR PERMIT 11/7/2023 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 10-27-2023 10/27/2023 12:49:15 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 UNO UNLESS NOTED OTHERWISE 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 2" DIAMETER SURFACE MOUNT CYLINDER DOWNLIGHT, DIRECT CONDUIT SURFACE GEAR BOX GOTHAM EVO2SCL LED 1000 LM 3500K 90+0-10V DIMMING 1%13 VA UNIV WHITE MATTE DIFFUSE REFLECTOR, WIDE DISTRIBUTION SURFACE 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 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 4" SQUARE RECESSED DOWNLIGHT, FLANGED TRIM, IC AIRTIGHT RATED VISUAL COMFORT E4S LED 2,039 LM 3500K 80 0-10V DIMMING -29 VA 277V WHITE WALL WASH 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 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 4 RECORD DRAWINGS FOR PERMIT 2023.10.27 RECORD DRAWINGS FOR PERMIT 11/7/2023 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 10-27-2023 10/27/2023 12:49:16 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 RECORD DRAWINGS FOR PERMIT 11/7/2023 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 10-27-2023 10/27/2023 12:49:20 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 RECORD DRAWINGS FOR PERMIT 11/7/2023 +339.95 +339.5 30 13 1.5 1.6 1.7 1.3 1.4 1.4 1.5 1.6 1.7 1.5 2.1 1.6 1.6 1.7 1.6 1.2 1.5 1.7 1.4 1.3 1.6 1.5 1.3 1.5 1.5 1.4 1.4 1.5 1.4 1.4 1.5 1.5 1.3 1.6 1.7 1.4 2.1 1.6 1.5 1.3 1.6 1.6 1.2 1.3 1.5 1.3 1.2 1.3 1.2 1.3 1.2 1.1 1.5 1.6 1.4 1.2 1.6 1.9 2.1 1.9 1.3 1.4 1.9 2.5 2.1 1.6 1.6 1.2 1.5 2.0 1.6 1.2 1.2 2.0 1.7 1.2 1.1 1.8 1.7 1.3 1.1 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 0.7 0.5 0.8 0.8 0.8 0.7 0.7 1.3 1.7 2.3 2.6 1.3 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 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 2.0 1.8 1.9 2.2 2.5 2.8 3.2 3.5 0.9 1.9 2.0 1.8 2.0 2.0 1.9 2.1 2.3 2.6 2.9 1.8 1.3 0.8 1.3 1.6 1.7 1.8 1.9 1.7 1.5 1.6 1.7 1.8 2.1 2.4 2.8 2.3 1.3 0.8 0.9 1.1 1.3 1.5 1.7 1.8 1.5 1.3 1.1 1.1 1.2 1.3 1.7 2.1 2.3 2.6 2.7 3.1 2.6 1.8 1.4 1.2 1.3 1.5 1.6 1.6 1.5 1.2 0.9 0.8 0.7 0.8 1.0 1.4 1.5 1.6 1.9 2.1 2.5 2.1 2.1 1.9 1.7 1.4 1.5 1.6 1.6 1.5 1.3 1.0 0.8 0.6 0.5 0.6 0.7 0.9 1.1 1.2 1.2 1.2 1.5 1.7 2.2 1.3 1.6 1.4 1.5 1.6 1.7 1.5 1.2 0.9 0.7 0.5 0.4 0.4 0.5 0.7 0.8 0.9 0.9 0.9 1.0 1.3 1.7 2.2 0.8 1.2 1.4 1.5 1.6 1.5 1.2 0.9 0.7 0.5 0.4 0.4 0.4 0.6 0.7 0.7 0.8 0.8 0.8 1.0 1.4 1.7 2.1 1.1 1.6 1.7 1.5 1.5 1.3 1.0 0.7 0.6 0.4 0.4 0.4 0.5 0.6 0.7 0.7 0.8 0.9 1.0 1.3 1.5 1.7 1.6 1.8 1.7 1.5 1.3 1.2 1.0 0.7 0.5 0.4 0.4 0.4 0.5 0.7 0.8 0.9 1.0 1.1 1.3 1.3 1.4 1.5 1.3 1.5 1.2 1.1 1.0 0.9 0.7 0.5 0.4 0.4 0.5 0.6 0.8 1.0 1.1 1.3 1.5 1.6 1.4 1.3 1.2 1.1 1.0 0.9 0.8 0.8 0.7 0.6 0.5 0.5 0.5 0.5 0.7 1.0 1.2 1.5 1.7 1.8 1.6 1.5 1.3 1.1 1.0 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.6 0.8 1.1 1.5 1.7 1.9 1.8 1.8 1.8 1.6 1.2 0.5 0.5 0.4 0.4 0.4 0.5 0.6 0.8 1.0 1.4 1.8 1.9 1.8 1.7 1.8 2.1 0.3 0.3 0.3 0.4 0.5 0.7 0.9 1.3 1.6 1.7 1.7 1.7 1.5 1.7 0.2 0.3 0.3 0.5 0.7 0.9 1.3 1.4 1.6 1.8 1.8 1.5 0.2 0.3 0.5 0.7 0.9 1.1 1.2 1.6 2.1 0.2 0.3 0.4 0.6 0.7 0.8 1.0 1.4 0.2 0.3 0.4 0.5 0.6 0.8 0.2 0.3 0.4 0.5 0.2 4.1 4.1 4.3 4.5 6.2 5.0 6.2 5.2 6.4 5.1 6.6 5.0 4.7 5.1 5.6 5.7 3.7 4.1 4.5 3.9 4.3 4.8 5.5 5.8 5.8 3.5 4.3 4.0 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 1.9 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 2.1 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 XP3 XP4 XP4 XP4 XP4 XP3 XP2 XW1E XW1Exe XW1Exe XW1Exe XW1E XW1Exe (TYP.) XL1xb (TYP.) XD1Exc XW2AExf XW2AExf XW1Exg XW1Exg XW1Exe XW2AExfXW2AExf XW2xi XW1Exe XW2xi XW2xi XW2xi XR1xd XR1xd XR1xd XR1xd XR1xd XR1xd XR1xd XP2 XP2 XW2Exh XW2xh XW1Exe EA-302 D3 E3 EA-302 D5 E5 XR1xd XR1xd XR1xd 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 10-27-2023 10/27/2023 12:49:25 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 4 RECORD DRAWINGS FOR PERMIT 2023.10.27 RECORD DRAWINGS FOR PERMIT 11/7/2023 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 10-27-2023 10/27/2023 12:49:26 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 RECORD DRAWINGS FOR PERMIT 11/7/2023 UP UP T A-211 3_______ A-211 3_______ 1.53.55.5 4 A-201 1A-2013A-201A-211 1_______ A-211 1_______ A-211 2_______ A-211 2_______ A-212 1_______ A-212 1_______ EXISTING HANGAR A-212 2_______ A-212 2_______ A-223 1_______ A-222 2_______ A-221 4_______ 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 112 MECH. / GEOTHERMAL 124 WATER 123 STAIR 2 ST-2 ELEC. RM. 101 7.5 17'-6"17'-6"17'-6"17'-6"17'-6"17'-6"15'-9"16'-11 1/2" A-750 1 A-223 2_______ FORKLIFT CHARGING & RETURN STO. 108 A-751 1 A-752 1 WAR RM. 107 IDF 106 RESTROOM 104 JAN. 105 STAIR 1 ST-1 109 COMPRESSED AIR M IN60' - 0"127 RESTROOM A-601 1 11.5 17 16 15.5 6'-5" 19.1 D.5 D.6 DECANT CELL FAL-DC1 BASIC CELL FAL-BC3 DECANT CELL FAL-DC2 FLEXIBLE CELL FAL-FC1 FLEXIBLE CELL FAL-FC2 END OF LINE CELL FAL-E0L2 BASIC CELL FAL-BC1 STATIC BUILD CELL FAL-SB1 STATIC BUILD CELL FAL-SB2 STATIC BUILD CELL FAL-SB3 BASIC CELL FAL-BC2 END OF LINE CELL FAL-EOL1 A-330 1 A-222 3_______ A-221 2_______ 2 A-201 A-222 4_______ A-603 1 A-222 1_______ A-221 1_______5'-0 1/4"0'-0 1/2" JOINT19'-11 1/4"120'-0"19'-11 1/4"56'-4 1/4"126A BUFFER ELEC. RM. 121 WATER 111 MACHINE RM. 110 29'-8"OUTLINE OF TRANSFORMER PIT ABOVE WALL PANEL TO MATCH HANGAR DOORWALL PANEL TO MATCH HANGAR DOORWALL TO MATCH HANGAR DOOR PANELSA-212 3_______ A-212 3_______ A-801 1 A-8012 65'-2"TEL / DATA 125 TOILET 126 A-451 8 A-452 4 A-452 3 A-452 11 A-452 2 A-452 1 A-451 125'-0"25'-0" 1'-9 1/2" 1/2" A-402 4_________________ 2'-11 7/8"3'-4 3/4" DOOR R.O. INVERTER 122 8'-5 5/8"DOOR R.O. 8'-5 5/8" 1819 3'-9" 13.5 F'F' 111 110 109 123 124A 124B 125121 EX-4 EX-5 A-223 3_______ 107106 104 101B 100A ELEVATOR 1 EL-1 STAIR 3 ST-3 122 126 126A 127 EX-6 105 OH-2OH-1 EX-3 EX-8 OH-4 OH-5EX-0A-451 3 A-223 4_______ 1'-7" ST-1A A-8013 A-801 4 A-452 6 Sim A-331 2 MAINTENANCE SHOP 120 RETAINING WALL - SEE CIVIL RETAINING WALL - SEE CIVIL ST-2A A-451 7 A-452 7A-222 5_______ A-451 6 C.L. TO SLAB TO SLAB ELEV=320'-0" TO SLAB TO SLABELEV=320'-0" UPS 103 103 102 INVERTER 10214'-6"9'-9 1/4" EQ EQ 26'-8 1/4"5'-11 1/8"1'-0 1/2"3'-4"4'-4 3/4"6'-4"27'-8"6'-4"5'-10 3/4" TO CW R.O. DOOR R.O. 4'-4 3/4" 3'-10 5/8" DOOR R.O. 3'-4 3/4" 1'-2 1/8" ELEV=320'-0" A-332 1 FE FEFE FE FE FE FE FE PARTITION TAGS ADDDED STAIR 4 ST-4-1 INVENTORY OFFICE 128 S/R OFFICE 113 QUALITY CONTROL/TOOLING 115 INVENTORY 116 A-222 6_______ TOILET 114 EMR 117 ELEVATOR 2 EL-2 VESTIBULE 119 VESTIBULE 128 120 117116A 116C 116B 115 113 114 128 OH-6 OH-7 OH-116C OH-116AOH-3B 118A A-342 1 OH-3 A-221 3_______ A-224 6_______ A-760 1 4" TO CW R.O.4'-10" TO CW R.O. 4'-10" TO CW R.O.2'-4" TO CW R.O.EXTERIOR RECESSED FLOOR MAT A-607 1 6'-10 1/2" 2'-6 3/4" A-607 2_______ NON-CONFORMING MATERIAL 115A 115A 9'-0" 2'-2"2'-2" 9'-0"9'-0"1'-5 1/2"9'-0"1'-5 1/2" IA-301A 1 IA-301B 1 IA-301C 1 IA-401A 1 IA-401B 1 IA-401C 1 IA-501A 1 IA-501B 1 IA-501C 1 112A EX-1A EX-1 DOOR R.O.4'-4 3/4"3'-11 5/8"3'-7 5/8"DOOR R.O.3'-4 3/4"A-452 5 112 OH-112C 116D 2'-1 1/8" 3'-4 3/4" DOOR R.O. 118B118C118D BADGING 118 T-12 A-8015 EX-9 119 A-410 7 Sim A-751 3 5A-201A-752 3 7'-4"EX-7 10'-6 1/2" 1'-8 7/8" 14'-6 7/8" FEFE FE 9 9 9 FE 9 FE 9 9 9 FE9 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 8/20/2023 8:54:07 PM1/16" = 1'-0"<Pick location in Project Information>Stantec Architecture Inc 40 Water Street,3rd FL Boston, MA 02109 Tel: (617) 234-3100 www.stantec.com FLOOR PLAN - LEVEL 1 218421340 A-1011/16" = 1'-0"A-101 1 FLOOR PLAN - LEVEL 1 ISSUED FOR PERMIT 2021.10.15 DESIGN DEVELOPMENT 2021.12.10 CORE/SHELL CONSTRUCTION DOCUMENTS 2022.03.11 1 BULLETIN 001 2022.04.11 CORE/SHELL ISSUED FOR CONSTRUCTION 2022.05.09 2 BULLETIN 009 2022.07.26 3 BULLETIN 015 2022.08.25 4 BULLETIN 023 - WEST MEZZ REVISIONS CD 2022.10.06 5 RFI #300 2022.11.29 6 RFI #311 2022.12.07 7 RFI #353 2023.01.19 8 RFI #363 2023.01.23 9 RFI #487 2023.08.18 4 4 5 5 6 7 8 A RECORD DRAWINGS FOR PERMIT 11/7/2023 BIKE STORAGE (20 SPACES AND 10 LOCKERS) UP UP UP UP UP A-211 3_______ A-211 3_______ 1.53.55.5 4 A-201 1A-2013A-201A-211 1_______ A-211 1_______ A-211 2_______ A-211 2_______ A-212 1_______ A-212 1_______ A-212 2_______ A-212 2_______ A-223 1_______ A-222 2_______ A-221 4_______ 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 EXISTING HANGAR M IN60' - 0 "A-230 1 3 A-230 223 OPEN OFFICE 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 3_______ A-221 2_______ 2 A-201 A-222 4_______ A-603 2 A-340 7 A-602 2 A-222 1_______ A-221 1_______ TRANSFORMER PIT TO SLAB TO SLABELEV=340'-0" OUTLINE OF CANOPY ABOVE SHOWN DASHED A-212 3_______ A-212 3_______ A-801 1 A-8012 1'-4"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"1819 13.5 3'-9" F'F'A-452 9 A-223 3_______ STAIR 1 ST-1 ELEVATOR 1 EL-1 STAIR 3 ST-3 ST-1BEX-200 HANGAR DOOR EX-T1 EX-T2 A-223 4_______A-8013 A-801 4 A-452 6 A-341 1 AHU AHU A-222 5_______ ST-2B 7'-8"24'-0"2'-8"LOUVER8'-0" R.O.16'-0"LOUVER8'-0" R.O.DOOR R.O.3'-4 3/4"8'-3"13'-0"A-452 10 A-452 8 2'-6"68'-0 1/2"2A-332A-604 2. ELEVATOR 2 EL-2 IDF 226 ELECTRICAL 224 STORAGE 222 IDF & A/V 209 ELEC. 214 J.C. 213 H.C. 211 WOMEN'S WELLNESS 210 MINI MTG 217 MINI MTG 215 MINI MTG 216 STAIR 4 ST-4-M 3'-9 1/4" TO CW R.O.8 1/4" TO CW R.O. A-222 6_______ DINING 206 WARMING KITCHEN 204 LOBBY 202 CONFERENCE 205 RESTROOM 212 RESTROOM 225 VESTIBULE 201 PHONE BOOTH 208 PHONE BOOTH 207 MEZZANINE CATWALK 200 PHONE BOOTH 220 PHONE BOOTH 218 224226 222 221 216 213 211214209 201B 201AEX-201A EX-201B CONSULT 203 OH-221 204A LOUVER4'-0" R.O.10'-0"LOUVER4'-0" R.O.12'-4"A-221 3_______ A-224 3_______A-224 4_______ A-224 5_______ 203 208 207 220 218 A-224 6_______ 204B OH-205 3'-7 3/4" TO CW R.O. 3'-2" TO CW R.O.1'-0" TO CW R.O.1'-0" TO CW R.O.6'-6" TO CW R.O.10'-2 1/2" TO CW R.O.A-453 4 A-453 5 205A 205B A-224 2_______ A-224 1_______ 219 MINI MTG 210 217 215 225 A-453 2 A-312 14 200 A-737 1 A-8015 IA-601 2 IA-601 4 5A-201A-453 6 IA-102B 1 IA-102C 1 A-453 3 TR U E NO 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 10/6/2022 4:14:04 PM1/16" = 1'-0"<Pick location in Project Information>Stantec Architecture Inc 40 Water Street,3rd FL Boston, MA 02109 Tel: (617) 234-3100 www.stantec.com FLOOR PLAN - MEZZANINE 218421340 A-101M1/16" = 1'-0"A-101M 1 FLOOR PLAN - MEZZANINE LEVEL FE FE FE FE ISSUED FOR PERMIT 2021.10.15 DESIGN DEVELOPMENT 2021.12.10 CORE/SHELL CONSTRUCTION DOCUMENTS 2022.03.11 CORE/SHELL ISSUED FOR CONSTRUCTION 2022.05.09 1 BULLETIN 009 2022.07.26 2 BULLETIN 023 - WEST MEZZ REVISIONS CD 2022.10.06 2 RECORD DRAWINGS FOR PERMIT 11/7/2023 A UP DN DN A-211 3_______ A-211 3_______ 1.53.55.5 4 A-201 1A-2013A-201A-211 1_______ A-211 1_______ A-211 2_______ A-211 2_______ A-212 1_______ A-212 1_______ OPEN TO BELOW A-223 1_______ A-222 2_______ A-221 4_______ 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_______ 3 A-230 11.5 17 16 15.519.1 D.5 D.6 6'-5"17'-6"17'-6"1'-5 1/2"A-222 3_______ A-221 2_______ 2 A-201 A-222 4_______ A-222 1_______ A-221 1_______ A-602 3 A-212 3_______ A-212 3_______ A-601 3 A-801 1 A-8012 85'-9 1/2"1/4" / 1' - 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_______A-8013 A-801 4 A-222 5_______ CANOPY BELOW 3 A-340 7'-8"13'-0"2A-332A-604 3. ELEVATOR 2 EL-2 2'-3 1/4" TO CW R.O.A-222 6_______ MULTIPURPOSE 302 STAIR 1 ST-1 ELEVATOR 1 EL-1 STAIR 4 ST-4-2 STAIR 2 ST-2 ST4-C 325B 328A EX-325 ST-1C A-221 3_______ A-224 3_______A-224 4_______ A-224 5_______ 327 ELECTRICAL 332 IDF 331 JC(ROOF) 335 A-224 6_______ ST-2C328B 326 334 332 331 335 8'-3 1/2" TO CW R.O. BEHAVIORAL HEALTH 310 EXAM 2 309 EXAM 1 308 RECEPTION 303 C 318 D 319 PROVIDER 317 ADA SHOWER 304 SHOWER 305 SHOWER 306 SHOWER 307 LAB 311 BREAK/MEETING 312 TOILET 315 IDF 316 PHYSICAL THERAPY 313 RESTROOM 314JAN. 320 JAN. 321 FITNESS STORAGE 323 WATER HEATER ROOM 324 FITNESS/EXERCISE SPACE 322 310 309 308 303B 303A 317 318 315 319 320 316A 312 311 313B313A 303C 321 305 304 307 306 325A324 323 A-453 1 5'-10" LOUVER R.O. 3'-1" 5'-10" LOUVER R.O. 2'-9" A-410 9_________________ A-224 2_______ A-224 1_______ ST4-C 333 FUTURE RESTROOM 328 INVENTORY A-221 5_______ ELEV=354'-11" 2'-4 1/2"DOOR R.O. 3'-4 3/4" 115B STORAGE 302 A-8015 KITTING ROOM 334MECHANICAL 325 MDF 326 ELECTRICAL 327 5A-201IA-103B 1 IA-103C 1 TR U E NO 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 1/26/2023 08:29:351/16" = 1'-0"<Pick location in Project Information>Stantec Architecture Inc 40 Water Street,3rd FL Boston, MA 02109 Tel: (617) 234-3100 www.stantec.com FLOOR PLAN - LEVEL 2 218421340 A-1021/16" = 1'-0"A-102 1 FLOOR PLAN - LEVEL 2 ISSUED FOR PERMIT 2021.10.15 DESIGN DEVELOPMENT 2021.12.10 CORE/SHELL CONSTRUCTION DOCUMENTS 2022.03.11 CORE/SHELL ISSUED FOR CONSTRUCTION 2022.05.09 1 BULLETIN 008 2022.07.19 2 BULLETIN 009 2022.07.26 3 BULLETIN 023 - WEST MEZZ REVISIONS CD 2022.10.06 4 BULLETIN 26 2022.11.10 5 RFI #365 2023.01.26 3 4 5 RECORD DRAWINGS FOR PERMIT 11/7/2023 A FOUR (4) SHOWERS AND CHANGING FACILITIES A-211 3_______ A-211 3_______ 1.53.55.5 4 A-201 1A-2013A-201A-211 1_______ A-211 1_______ A-211 2_______ A-211 2_______ A-212 1_______ A-212 1_______ A-212 2_______ A-212 2_______ 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 H.P. H.P. 17'-6"17'-6" 3 A-230 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"2A-330A-320 1 17'-6"17'-6"6'-5" 2 A-201 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. 1/2" / 1' - 0" 1/2" / 1' - 0"5/16" / 1' - 0"1/4" / 1' - 0"1/4" / 1' - 0"5/16" / 1' - 0"5/16" / 1' - 0"1/2" / 1' - 0"1/2" / 1' - 0" 1/2" / 1' - 0" 1/2" / 1' - 0"6A-340RMS-1A A-300 RMS-1A A-300 A-340 2 A-212 3_______ A-212 3_______20'-6"20'-6"1819 13.5 3'-9" F'F' A-403 6_________________1/4" / 1' - 0"1/4" / 1' - 0"0' -0 1/2" / 1' -0"0' -0 1/2" / 1' -0"44'-0 7/8"91'-0 3/4"91'-0 3/4"91'-0 3/4"91'-0 3/4"44'-0 7/8" ROOF ACCESS LADDER 7 5/8"3'-6 3/4"5'-6"2'-6 3/4"4 3/8"17'-6 3/4"29'-11 1/4"2A-332416'-6"18'-0 1/2"8'-0"10'-11"2'-6" 6'-9 3/4" ROOF HATCH A-602 6 ROOF ACCESS LADDER 4.2%2.0%5A-201INDICATES LOCATION OF PV ARRAY BY OTHERS TR U E NO 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 10/6/2022 4:14:24 PMAs indicated <Pick location in Project Information>Stantec Architecture Inc 40 Water Street,3rd FL Boston, MA 02109 Tel: (617) 234-3100 www.stantec.com ROOF DRAINAGE PLAN 218421340 A-1031/16" = 1'-0"A-103 1 ROOF DRAINAGE PLAN ISSUED FOR PERMIT 2021.10.15 DESIGN DEVELOPMENT 2021.12.10 CORE/SHELL CONSTRUCTION DOCUMENTS 2022.03.11 CORE/SHELL ISSUED FOR CONSTRUCTION 2022.05.09 1 BULLETIN 023 - WEST MEZZ REVISIONS CD 2022.10.06 1 1 1 RECORD DRAWINGS FOR PERMIT 11/7/2023 A © 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 10/20/2023 10:26:06 AM<Pick location in Project Information>Stantec Architecture Inc 40 Water Street,3rd FL Boston, MA 02109 Tel: (617) 234-3100 www.stantec.com BUILDING PERSPECTIVES 218421340 A-200BETA TECHNOLOGIES - BTV FACILITY3070 WILLISTON ROADSOUTH BURLINGTON, VT 05403A-200 3 PERSPECTIVE - WEST A-200 1 PERSPECTIVE - SOUTH A-200 2 PERSPECTIVE - EAST A-200 4 PERSPECTIVE - NORTH 1 2 3 4 1 ISSUED FOR PERMIT 2021.10.15 DESIGN DEVELOPMENT 2021.12.10 CORE/SHELL CONSTRUCTION DOCUMENTS 2022.03.11 CORE/SHELL ISSUED FOR CONSTRUCTION 2022.05.09 1 BULLETIN 023 - WEST MEZZ REVISIONS CD 2022.10.06 RECORD DRAWINGS FOR PERMIT 11/7/2023 A 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 4_______ 1 15 20148765432131211109 OVERHEAD SECTIONAL DOORS - AT SHIPPING & RECEIVING TRIPLE GLAZED WINDOW SYSTEM, TYP. 1716 A-221 2_______ A-222 1_______ A-221 1_______ PRECAST CONCRETE BASE FAA HEIGHT RESTRICTION INSULATED METAL PANEL STACK JOINT INSULATED METAL PANEL - FLAT JOINTS A-212 3_______ A-212 3_______18 19 RETAINING WALL - SEE CIVIL RETAINING WALL - SEE CIVIL ROOF ACCESS LADDER A-222 5_______ OVERFLOW NOZZLE, TYP.15'-0"A-222 6_______ R1 R2 R3 R4 A-221 3_______ C1 C1 C2 W2 C3 H1 L3 L3 LOUVER R.O.5'-10"4"A-221 5_______TO DOOR SILLEX-9EX-3EX-4 EX-1 EX-1A EX-0 OH-1OH-2 ROOF HATCH 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, TYP. LINEAR SKYLIGHT, TYP. A-212 2_______ A-212 2_______ A-223 1_______C D FEBAA-223 2_______ A-230 4 CONTINUOUS BLADE PROJECTED PRECAST CONCRETE BASE PRECAST CONCRETE BASE F' L1 BEYOND PIT AT TRANSFORMERS SHOWN DASHED A-223 3_______ 6 1/2" 3'-2 1/8"CURB11"SHELF8"5'-2 1/4" 7'-1"12'-0"8"A-223 4_______ 3 3 /4 " / 1 ' - 0 " TRANSFORMERS L1BEYOND 83.40°S2 L2 L2 H2 LOUVER R.O.8'-3 1/2"A-410 9_________________DOOR R.O.7'-2 1/4"A-201 5 BEYOND EX-201A EX-201B BEYOND OF GRADE CHANGE 4'-3" TO BEGINNING OF CONC. PAD 3'-0" TO EDGE OF GRADE CHANGE 3'-0 1/2" TO END CURB8"SHELF11"EX-200 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 2_______ CDFE B A A-222 3_______ FAA HEIGHT RESTRICTION HANGAR DOOR CLEAR OPENING 120'-0" TRANSLUCENT WALL TO MATCH HANGAR DOOR TRANSLUCENT WALL TO MATCH HANGAR DOOR F' PANEL WIDTH 19'-11 1/2" RETAINING WALL - SEE CIVIL ROOF ACCESS LADDER C4 S1 W1 ROOF HATCH EX-7 EX-6 EX-5 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 4_______ FAA HEIGHT RESTRICTION PRECAST CONCRETE BASE DOWNSPOUT AND SCUPPER, TYP. ACCENT FINS REPEAT PATTERN FOR EAST FACADE A-212 3_______ A-212 3_______ 1819 14'-9"40'-3"10'-0"15'-0"5'-0"17'-6"7'-6"12'-6"5'-0"17'-6" 2'-6" EX-8 LEVEL 1 320'-0" MEZZANINE 340'-0" LEVEL 2 354'-0" H.P. OF HIGH ROOF 375'-0" A-212 1_______ A-212 1_______ FE F' PIT AT TRANSFORMERS SHOWN DASHED L2 L2 LOUVER R.O.3'-6"2'-9"TRANSFORMERS © 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 1/23/2023 19:41:53<Pick location in Project Information>Stantec Architecture Inc 40 Water Street,3rd FL Boston, MA 02109 Tel: (617) 234-3100 www.stantec.com BUILDING ELEVATIONS 218421340 A-201 1/16" = 1'-0"A-201 4 BUILDING ELEVATION - WEST LOADING 1/16" = 1'-0"A-201 1 BUILDING ELEVATION - SOUTH ENTRANCE 1/16" = 1'-0"A-201 3 BUILDING ELEVATION - NORTH RUNWAY 1 3 2 4 1/16" = 1'-0"A-201 2 BUILDING ELEVATION - EAST MANUFACTURING WALL 1/16" = 1'-0"A-201 5 BUILDING ELEVATION - SOUTH ENTRANCE - AT TRANSFORMERS REFER TO SHEET A-205 FOR ACCENT FIN PATTERNS AND LOCATIONS ON ELEVATIONS. 3 3 3 3 ISSUED FOR PERMIT 2021.10.15 DESIGN DEVELOPMENT 2021.12.10 CORE/SHELL CONSTRUCTION DOCUMENTS 2022.03.11 CORE/SHELL ISSUED FOR CONSTRUCTION 2022.05.09 1 BULLETIN 008 2022.07.19 2 BULLETIN 009 2022.07.26 3 BULLETIN 023 - WEST MEZZ REVISIONS CD 2022.10.06 4 RFI #274 2022.11.10 5 RFI #311 2022.12.07 6 RFI #363 2023.01.23 4 4 56 RECORD DRAWINGS FOR PERMIT 11/7/2023 A 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 See A201A for revised elevations RECORD DRAWINGS FOR PERMIT 11/7/2023 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 See A201A for revised elevations RECORD DRAWINGS FOR PERMIT 11/7/2023