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MP-24-02 - Plans - Non-Record - 0200 da Vinci Drive
E PAVEME N T J O I N T PAVEMENT J O I N T 36"CMP 19-1 19-1 19-1 19-1 19-1 19- 1 19-1 19-1 19- 1 E R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A RSA R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A RSA R S A R S A R S A R S A R S A R S A R S A R S A R S A TS A TS A TO F A TO F A LAT:N044° 28' 50" LONG:W073° 09' 57" LAT:N044° 27' 57" LONG:W073° 08' 30" LAT:N044° 28' 30" LONG:W073° 09' 12" LAT:N044° 27' 50" LONG:W073° 09' 04" LAT:N044° 28' 50" LONG:W073° 09' 57" LAT:N044° 27' 57" LONG:W073° 08' 30" LAT:N044° 27' 50" LONG:W073° 09' 04" LAT:N044° 27' 50" LONG:W073° 09' 04" LAT:N044° 28' 50" LONG:W073° 09' 57" LAT:N044° 27' 57" LONG:W073° 08' 30" LAT:N044° 28' 30" LONG:W073° 09' 12" LAT:N044° 27' 50" LONG:W073° 09' 04" TO F A TO F A RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A ROF A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A ROF A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A RS A RS A RS A RS A RS A RS A RS A RS A RS A RS A RS A RS A RS A RS A TS A NA T I O N A L G U A R D A V E APPROXIMATE ZONING BOUNDARY AIRPORT ZONING DISTRICT AIRPORT INDUSTRIAL ZONING DISTRICT WI L L I S T O N R O A D A I R P O R T D R I V E KENN E D Y D R I V E PROPOSED AVIATION TECH CENTER LOCATION BETA LEASE BOUNDARY CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - S I T E L O C A T I O N . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T OVERALL SKETCH PLAN 1"=80' ---- AJF AJF 18715.02 03/01/2024 SL-01 PERMIT SET SCALE 0 450 900 1350 FT LEGEND: LONG TERM EASEMENTS AND RIGHT OF WAYS AIRPORT PARCEL PROPOSED WORK AREA ZONING LINE BETA PUD BOUNDARY BETA LEASE BOUNDARY E PAVEME N T J O I N T PAVEMENT J O I N T 36"CMP 19-1 19-1 19-1 19-1 19-1 19- 1 19-1 19-1 19- 1 E R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A RSA R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A R S A RSA R S A R S A R S A R S A R S A R S A R S A R S A R S A TS A TS A TO F A TO F A LAT:N044° 28' 50" LONG:W073° 09' 57" LAT:N044° 27' 57" LONG:W073° 08' 30" LAT:N044° 28' 30" LONG:W073° 09' 12" LAT:N044° 27' 50" LONG:W073° 09' 04" LAT:N044° 28' 50" LONG:W073° 09' 57" LAT:N044° 27' 57" LONG:W073° 08' 30" LAT:N044° 27' 50" LONG:W073° 09' 04" LAT:N044° 27' 50" LONG:W073° 09' 04" LAT:N044° 28' 50" LONG:W073° 09' 57" LAT:N044° 27' 57" LONG:W073° 08' 30" LAT:N044° 28' 30" LONG:W073° 09' 12" LAT:N044° 27' 50" LONG:W073° 09' 04" TO F A TO F A RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z RO F A / R O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z P O F Z R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A ROF A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A ROF A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A R O F A RS A RS A RS A RS A RS A RS A RS A RS A RS A RS A RS A RS A RS A RS A TS A NA T I O N A L G U A R D A V E APPROXIMATE ZONING BOUNDARY AIRPORT ZONING DISTRICT AIRPORT INDUSTRIAL ZONING DISTRICT WI L L I S T O N R O A D A I R P O R T D R I V E KENN E D Y D R I V E PROPOSED AVIATION TECH CENTER LOCATION BETA LEASE BOUNDARYEXISTING UTILITY EASEMENT 1 1 MIXED INDUSTRIAL & COMMERCIAL ZONING 1 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - S I T E L O C A T I O N . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T OVERALL SKETCH PLAN 1"=80' ---- AJF AJF 18715.02 03/01/2024 SL-01 PERMIT SET SCALE 0 450 900 1350 FT LEGEND: LONG TERM EASEMENTS AND RIGHT OF WAYS AIRPORT PARCEL PROPOSED WORK AREA ZONING LINE BETA PUD BOUNDARY BETA LEASE BOUNDARY 1 4/10/2024 CITY COMMENTS S S D D D D D D D 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 10"A P P L E 14"M A P L E CO N C . W A L K GATE 11 23 21 EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING EXISTING APRON TO REMAIN UE 2 4 ' 207' 198' 200' 15 ' 2' 24' 13.37 ' 1 1 . 2 2 ' R10' R5' R5' R3' R10' 8. 9 9 ' 1 2 . 1 ' R5' R3'R38'R5' R5' ±75' RELOCATE SECURITY FENCE 50'± RETAINING WALL (HIGHEST WALL HEIGHT=±2') RECONFIGURE/EXPAND PARKING 66 SPACES (26 NET INCREASE) STRIPED ADA COMPLIANT PEDESTRIAN WALKWAY EXISTING RETENTION BASIN RELOCATED FIRE HYDRANT EXISTING OVERHEAD DOOR TYP. BETA LIGHT POLE, TYP. BETA LEASE LINE PROPOSED BIORETENTION AREA EXISTING ASPHALT PAVEMENT TO BE REHABILITATED (20,084 SF) PROPOSED FULL DEPTH ASPHALT PAVEMENT (7778 SF) PROPOSED CONCRETE PAD EXPANSION (2.8'x6.3') PROPOSED CONCRETE SIDEWALK (34.5'x4.1') 64.79' 64.79'47.91' 30.67' VERMONT FLIGHT ACADEMY LEASE LINE RELOCATED GATE CARD READER 7 4 ' R62' WALL HEIGHT=7'± RIP RAP CHANNEL LINING EXISTING SECURITY FENCE & GATE TO REMAIN SEE SHEET SP-02 FOR DETAILED VIEW PROPOSED CONCRETE HVAC EQUIPMENT PAD (24' X 5') 15' PROPOSED OVERHEAD DOOR PROPOSED GENERATOR PAD PROPOSED TRANSFORMER PAD PROPOSED LAWN AREA ADA PARKING SIGNS MOUNTED ON EXISTING SECURITY FENCE PROPOSED LANDSCAPING AREAMAIN ENTRANCE EXISTING HANGER DOOR TO REMAIN 12 CL I E N T : PR O J E C T : K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - L A Y O . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND PROPOSED HYDRANT LEASE LINES PROPOSED PAVEMENT REHABILITATION PROPOSED FULL DEPTH PAVEMENT PROPOSED LAWN AREA'S PROPOSED PEDESTRIAN WALKWAY CONCRETE PADS MANDOOR OVERHEAD DOOR SITE PLAN 1"=20' JES AJF AJF 18715.02 03/01/2024 SP-01 PERMIT SET PROJECT DATA 1. APPLICANT / LAND OWNER: BURLINGTON SCHOOL DISTRICT 200 DAVINCI DRIVE SOUTH BURLINGTON, VERMONT 05403 2.EXISTING ZONING: AIRPORT INDUSTRIAL PARKING: 1 SPACE FOR EACH 2 EMPLOYEES ON MAXIMUM WORKING SHIFT. TOTAL EMPLOYEES = 10 REQUIRED: 5 TOTAL SPACES REQUIRED PROVIDED: 12 (UNSHARED), 79 TOTAL SPACES ADA SPACES REQUIRED: PER 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN REQUIRED (75-100 SPACE LOT): 4 SPACES) FOR TOTAL PARKING 50-100 SPACES PROVIDED (79 SPACE LOT): 4 SPACES ZONING: EXISTING:±796 ACRES AIRPORT INDUSTRIAL PROPOSED:±796 ACRES AIRPORT INDUSTRIAL TAX ACCOUNT NUMBERS:600-188-10911 SITE DATA FEATURE REQUIRED PROPOSED MINIMUM LOT SIZE, NONRESIDENTIAL 3 ACRES 796.05 ACRES MINIMUM FRONT YARD, FROM RIGHT-OF-WAY 50 FEET > 50 FT MINIMUM SIDE YARD 35 FEET > 35 FEET MINIMUM REAR YARD 50 FEET > 50 FEET MAXIMUM HEIGHT 40 FEET N/A MAXIMUM LOT COVERAGE 50%N/A S S D D D D D D D 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 14"M A P L E CO N C . W A L K GATE 10"A P P L E 11 23 21 EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING EXISTING APRON TO REMAIN UE 2 4 ' 207' 198' 200' 15 ' 2' 24' 13.37 ' 1 1 . 2 2 ' R10' R5' R5' R3' R10' 9' 1 2 . 1 ' R5' R3'R38'R5' R5' ±75' RELOCATED SECURITY FENCE 50'± RETAINING WALL (HIGHEST WALL HEIGHT=±2') RECONFIGURE/EXPAND PARKING 66 SPACES (26 NET INCREASE) STRIPED ADA COMPLIANT PEDESTRIAN WALKWAY EXISTING RETENTION BASIN RELOCATED FIRE HYDRANT EXISTING OVERHEAD DOOR TYP. BETA LIGHT POLE, TYP. BETA LEASE LINE PROPOSED BIORETENTION AREA EXISTING ASPHALT PAVEMENT TO BE REHABILITATED (20,084 SF) PROPOSED FULL DEPTH ASPHALT PAVEMENT (7778 SF) PROPOSED CONCRETE PAD EXPANSION (2.8'x6.3') PROPOSED CONCRETE SIDEWALK (34.5'x4.1') 64.79' 64.79'47.91' 30.67' VERMONT FLIGHT ACADEMY LEASE LINE RELOCATED GATE CARD READER 7 4 ' R62' RIP RAP CHANNEL LINING EXISTING SECURITY FENCE & GATE TO REMAIN SEE SHEET SP-02 FOR DETAILED VIEW PROPOSED CONCRETE HVAC EQUIPMENT PAD (24' X 5') 15' PROPOSED OVERHEAD DOOR PROPOSED GENERATOR PAD PROPOSED TRANSFORMER PAD PROPOSED LAWN AREA ADA PARKING SIGNS MOUNTED ON EXISTING SECURITY FENCE PROPOSED LANDSCAPING AREAMAIN ENTRANCE EXISTING HANGER DOOR TO REMAIN EXISTING DUMPSTER, COMPOSTING, RECYCLING AREA 1 PROPOSED SNOW STORAGE AREA PROPOSED SNOW STORAGE AREA PROPOSED SNOW STORAGE AREA 1 1 1 9' TYP. 18' TYP. 24' TYP. 5' R49' R164.5' 12 CL I E N T : PR O J E C T : K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - L A Y O . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND PROPOSED HYDRANT LEASE LINES PROPOSED PAVEMENT REHABILITATION PROPOSED FULL DEPTH PAVEMENT PROPOSED LAWN AREA'S PROPOSED PEDESTRIAN WALKWAY CONCRETE PADS MANDOOR OVERHEAD DOOR SITE PLAN 1"=20' JES AJF AJF 18715.02 03/01/2024 SP-01 PERMIT SET PROJECT DATA 1. APPLICANT / LAND OWNER: BURLINGTON SCHOOL DISTRICT 200 DAVINCI DRIVE SOUTH BURLINGTON, VERMONT 05403 2.EXISTING ZONING: AIRPORT INDUSTRIAL PARKING: 1 SPACE FOR EACH 2 EMPLOYEES ON MAXIMUM WORKING SHIFT. TOTAL EMPLOYEES = 10 REQUIRED: 5 TOTAL SPACES REQUIRED PROVIDED: 12 (UNSHARED), 79 TOTAL SPACES ADA SPACES REQUIRED: PER 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN REQUIRED (75-100 SPACE LOT): 4 SPACES) FOR TOTAL PARKING 50-100 SPACES PROVIDED (79 SPACE LOT): 4 SPACES ZONING: EXISTING:±796 ACRES AIRPORT INDUSTRIAL PROPOSED:±796 ACRES AIRPORT INDUSTRIAL TAX ACCOUNT NUMBERS:600-188-10911 SITE DATA FEATURE REQUIRED PROPOSED MINIMUM LOT SIZE, NONRESIDENTIAL 3 ACRES 796.05 ACRES MINIMUM FRONT YARD, FROM RIGHT-OF-WAY 50 FEET > 50 FT MINIMUM SIDE YARD 35 FEET > 35 FEET MINIMUM REAR YARD 50 FEET > 50 FEET MAXIMUM HEIGHT 40 FEET N/A MAXIMUM LOT COVERAGE 50%N/A 1 4/10/2024 CITY COMMENTS S S D D D D FDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FDFDFD D D D FD FD FD FD FDFD FD FDFDFD 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 10"A P P L E 14"M A P L E CO N C . W A L K FM FM FM SD SD SD FM FM FM F M F M F M F M F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM GATE EXISTING RETENTION BASIN EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING GRAVEL AREA ASPHALT PARKING AREA ASPHALT P A V E M E N T L I M I T CONCRETE PAD EXISTING ASPHALT 44 ' 12 4 ' 23' 23 . 5 ' 25' DUMPSTER ENCLOSURE FENCE EXISTING ASPHALT EXISTING PAVEMENT TO BE REMOVED EXISTING ASPHALT TO BE MILLED 1.5" (11,710 SF) EXISTING AIRPORT SECURITY FENCE TO BE REMOVED, SEE NOTE 1 (144 LF) EXISTING LAWN AREA TO BE STRIPPED OF TOPSOIL & TURF (1,486 SF) START FENCE REMOVAL AT CORNER POST END FENCE REMOVAL AT GATE POST EXISTING HYDRANT TO BE RELOCATED EXISTING GATE CARD READER TO BE RELOCATED RETAINING WALL WITH HANDRAIL PUMP STATION PANEL SANITARY PUMP STATION ELECTRIC TRANSFORMER TO BE REMOVED NOTES: 1.EXISTING AIRPORT SECURITY FENCE SHALL NOT BE REMOVED UNTIL NEW FENCE HAS BEEN INSTALLED, AS SHOWN ON DRAWING SP-01, OR TEMPORARY AIRPORT APPROVED SECURITY FENCING IS INSTALLED TO RESTRICT PUBLIC ACCESS TO THE AIRSIDE HANGER APRON. CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - E X S T . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT PAVEMENT INSTALLED IN BETA PROJECT EXISTING BUILDINGS EXISTING LAWN AREA TO BE STRIPPED OF TOPSOIL & TURF EXISTING GRAVEL AREA EXISTING SECURITY FENCE EXISTING UTILITY POLES EXISTING DRAINAGE STRUCTURES EXISTING STORM DRAINAGE STRUCTURES EXISTING PARKING LOT LIGHT FIXTURES EXISTING SEWER STRUCTURES EXISTING OVERHEAD ELECTRICAL WIRES D S EXISTING CONDITIONS & DEMO PLAN 1"=20' JES AJF AJF 18715.02 03/01/2024 EX-01 PERMIT SET S S D D D D FDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FDFDFD D D D FD FD FD FD FDFD FD FDFDFD 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 14"M A P L E CO N C . W A L K FM FM FM SD SD SD FM FM FM F M F M F M F M F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM GATE 10"A P P L E EXISTING RETENTION BASIN EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING GRAVEL AREA ASPHALT PARKING AREA ASPHALT P A V E M E N T L I M I T CONCRETE PAD EXISTING ASPHALT 44 ' 12 4 ' 23' 23 . 5 ' 25' DUMPSTER ENCLOSURE FENCE EXISTING ASPHALT EXISTING PAVEMENT TO BE REMOVED EXISTING ASPHALT TO BE MILLED 1.5" (11,710 SF) EXISTING AIRPORT SECURITY FENCE TO BE REMOVED, SEE NOTE 1 (144 LF) EXISTING LAWN AREA TO BE STRIPPED OF TOPSOIL & TURF (1,486 SF) START FENCE REMOVAL AT CORNER POST END FENCE REMOVAL AT GATE POST EXISTING HYDRANT TO BE RELOCATED, LATERAL TO BE CAPPED AT MAIN EXISTING GATE CARD READER TO BE RELOCATED RETAINING WALL WITH HANDRAIL PUMP STATION PANEL SANITARY PUMP STATION ELECTRIC TRANSFORMER TO BE REMOVED NOTES: 1.EXISTING AIRPORT SECURITY FENCE SHALL NOT BE REMOVED UNTIL NEW FENCE HAS BEEN INSTALLED, AS SHOWN ON DRAWING SP-01, OR TEMPORARY AIRPORT APPROVED SECURITY FENCING IS INSTALLED TO RESTRICT PUBLIC ACCESS TO THE AIRSIDE HANGER APRON. EXISTING 8-10" DIA. TREE TO BE REMOVED (TYP.OF 4) 1 VERMONT FLIGHT ACADEMY LEASE LINE BETA TECHNOLOGIES LEASE LINE ZONING BOUNDARY 1 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - E X S T . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT PAVEMENT INSTALLED IN BETA PROJECT EXISTING BUILDINGS EXISTING LAWN AREA TO BE STRIPPED OF TOPSOIL & TURF FULL DEPTH PAVEMENT REMOVAL EXISTING GRAVEL AREA EXISTING SECURITY FENCE EXISTING UTILITY POLES EXISTING DRAINAGE STRUCTURES EXISTING STORM DRAINAGE STRUCTURES EXISTING PARKING LOT LIGHT FIXTURES EXISTING SEWER STRUCTURES EXISTING OVERHEAD ELECTRICAL WIRES EXISTING LEASE LINES D S EXISTING CONDITIONS & DEMO PLAN 1"=20' JES AJF AJF 18715.02 03/01/2024 EX-01 PERMIT SET 1 4/10/2024 CITY COMMENTS UE UE UE UE UE UE UE 20 ' 5' 5' WIDE CONCRETE WALK PROPOSED 35.55'X10' ENTRANCE CANOPY EXISTING DUMPSTER/COMPOST RECYCLING ENCLOSURE LEVEL 2 EV CHARGING STATION (2 PORTS) PROPOSED BOLLARD (TYP.OF 4) 8' HIGH CHAINLINK FENCE WITH VINYL SLAT WITH 16' WIDE MANUEL SWING GATE EXISTING ASPHALT PAVEMENT SLOPE TO BE MODIFIED PROPOSED FRONT CONCRETE ENTRANCE AREA (471 SF) BIKE RACKS - 8 PROPOSED COVERED BIKE SPACES EXISTING LOADING DOCK WALL WITH HANDRAIL TO REMAIN PROPOSED LAWN AREA NO PARKING SIGN SIDEWALK CURB RAMP (TYP.) 6" CONCRETE CURB 10' PROPOSED EMERGENCY GENERATOR PAD (16' X 5') PROPOSED TRANSFORMER VAULT PAD (SEE ELECTRICAL PLANS) (12.5' X 7') 5' 5' BETA INSTALLED SITE LIGHT DETECTABLE WARNING STRIPS (TYP) SIDEWALK RAMP (TYP) ADA PARKING SIGN ADA PARKING SIGN BETA INSTALLED SITE LIGHT PROPOSED BOLLARD DETECTABLE WARNING UNITS (TYP) DETECTABLE WARNING UNITS (TYP) PROPOSED OVERHEAD DOOR OVERHEAD DOORWAY BOLLARDS (TYP. OF 6) EXISTING OVERHEAD DOOR PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) 27 . 7 1 ' GAS METER PROPOSED WHEEL STOPS BEGIN FLUSH CURB PROPOSED LANDSCAPING AREA (SEE DRAWING LL-01) MAIN ENTRANCE 2' 1' PROPOSED 6" CONCRETE CURB CL I E N T : PR O J E C T : K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - L A Y O . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 5 10 15 FT BLDG PLAN 1"=5' DEL AJF AJF 18715.02 03/01/2024 SP-02 PERMIT SET LEGEND PROPOSED HYDRANT LEASE LINES PROPOSED PAVEMENT REHABILITATION PROPOSED FULL DEPTH PAVEMENT PROPOSED LAWN AREA'S PROPOSED PEDESTRIAN WALKWAY MANDOOR OVERHEAD DOOR BOLLARD S S D D D D FDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FDFDFD D D D FD FD FD FD FDFD FD FDFDFD 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 10"A P P L E 14"M A P L E CO N C . W A L K SD SD SD GATE EXISTING RETENTION BASIN EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING ADJUST RIM TO ±313.5 BETA SAND FILTER SYSTEM FFE=318' PROPOSED BIO RETENTION AREA EXISTING DMH98: 48" Ø RIM ELEV = 316.50' EXISTING DMH109: 48" Ø RIM ELEV = 319.05' EXISTING CB43: 60" Ø RIM ELEV = 316.50 TC=317.90' BC=317.90' CURRENT DRIVEWAY RECENTLY INSTALLED BY BETA TO REMAIN W W G G G UE EXISTING SD-142 RIM: 315.89 INV IN: 303.48 (15") INV IN: 304.20 (15") INV OUT: 306.02 (15") PROPOSED D-1 RIM: 312.55 INV OUT: 307.38 (15") EXISTING CB-63 RIM: 310.60 INV IN: 304.20 (15") INV OUT: 304.20 (15") EXISTING CB-66 RIM: 310.19 INV OUT: 304.58 (15") 312 3 1 3 315 31 2 3 1 2 312 31 3 314 316 317 318 317 TC=317.90 BC=317.40 TC=317.90 BC=317.40 317.33 317.09 317.10 317.40 317.54 320.49 319.00 317.84 314.50 313.00 312.90 313.76 313.15 312.57 311.67 314.00 316.00 315.50 TC=317.40 BC=317.40 MATCH EXISTING MATCH EXISTING MATCH EXISTING ASPHALT CONCRETE PAD ELEV. 318.00 GENERATOR PAD ELEV. 318.00 TRANSFORMER PAD ELEV. 318.00 318.00 MATCH EXISTING 317.00 MATCH EXISTING 12" THICK RIP RAP LINING TC=317.70 BC=317.90 BEGIN RETAINING WALL END RETAINING WALL (43.5 LF) CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - G R A D . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND EXISTING CONTOUR PROPOSED CONTOUR GRADING LIMITS EXISTING CATCH BASIN EXISTING DRAINAGE MANHOLE EXISTING DRAINAGE PIPE PAVEMENT RESURFACING AREA PROPOSED DRAINAGE PIPE 799 D GRADING & DRAINAGE 1"=20' JES AJF AJF 18715.02 03/01/2024 GR-01 PERMIT SET S S D D D D FDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FDFDFD D D D FD FD FD FD FDFD FD FDFDFD 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 14"M A P L E CO N C . W A L K SD SD SD GATE 10"A P P L E EXISTING RETENTION BASIN EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING ADJUST RIM TO ±313.5 BETA SAND FILTER SYSTEM FFE=318' PROPOSED BIO RETENTION AREA EXISTING DMH98: 48" Ø RIM ELEV = 316.50' EXISTING DMH109: 48" Ø RIM ELEV = 319.05' EXISTING CB43: 60" Ø RIM ELEV = 316.50 TC=317.90' BC=317.90' CURRENT DRIVEWAY RECENTLY INSTALLED BY BETA TO REMAIN W W G G G UE EXISTING SD-142 RIM: 315.89 INV IN: 303.48 (15") INV IN: 304.20 (15") INV OUT: 306.02 (15") PROPOSED D-1 RIM: 312.55 INV OUT: 307.38 (15") EXISTING CB-63 RIM: 310.60 INV IN: 304.20 (15") INV OUT: 304.20 (15") EXISTING CB-66 RIM: 310.19 INV OUT: 304.58 (15") 312 3 1 3 315 31 2 3 1 2 312 31 3 314 316 317 318 317 TC=317.90 BC=317.40 TC=317.90 BC=317.40 317.33 317.09 317.10 317.40 317.54 320.49 319.00 317.84 314.50 313.00 312.90 313.76 313.15 312.57 311.67 314.00 316.00 315.50 TC=317.40 BC=317.40 MATCH EXISTING MATCH EXISTING MATCH EXISTING ASPHALT CONCRETE PAD ELEV. 318.00 GENERATOR PAD ELEV. 318.00 TRANSFORMER PAD ELEV. 318.00 318.00 MATCH EXISTING 317.00 MATCH EXISTING 12" THICK RIP RAP LINING TC=317.70 BC=317.90 BEGIN RETAINING WALL END RETAINING WALL (43.5 LF) 79.4 8 ' MIN. DISTANCE TO EXISTING WETLAND TOP OF BANK 1 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - G R A D . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND EXISTING CONTOUR PROPOSED CONTOUR GRADING LIMITS EXISTING CATCH BASIN EXISTING DRAINAGE MANHOLE EXISTING DRAINAGE PIPE PAVEMENT RESURFACING AREA PROPOSED DRAINAGE PIPE SPOT ELEVATIONS (EXISTING/PROPOSED) 799 D GRADING & DRAINAGE 1"=20' JES AJF AJF 18715.02 03/01/2024 GR-01 PERMIT SET 1 4/10/2024 CITY COMMENTS 315.4/ RETAINING WALL Horizontal Scale: 1" = 5' Vertical Scale: 1" = 1' 312 315 320 312 315 320 0+00 31 4 . 6 31 5 . 4 31 4 . 9 5 0+25 1. 3 4 ' 1. 4 8 ' WALL FACE EXPOSED SURFACE AREA ±45 SF MAX WALL HEIGHT = 24" PROPOSED GRADE EXISTING GRADE MAX EXPOSED WALL HEIGHT ±24" RETENTION POND TO SD-142 Horizontal Scale: 1" = 20' Vertical Scale: 1" = 5' 295 300 305 310 315 320 325 295 300 305 310 315 320 325 0+00 31 2 . 6 31 2 . 0 0 31 2 . 5 31 2 . 8 0 0+25 0+50 31 1 . 0 31 6 . 4 0+75 1+00 31 6 . 3 CB-66 TO SD-142 Horizontal Scale: 1" = 20' Vertical Scale: 1" = 5' 290 295 300 305 310 315 320 325 290 295 300 305 310 315 320 325 SD-142 TO OUTLET Horizontal Scale: 1" = 20' Vertical Scale: 1" = 5' 290 295 300 305 310 315 320 325 290 295 300 305 310 315 320 325PR O P O S E D D - 1 RI M : 3 1 2 . 5 5 IN V O U T : 3 0 7 . 3 8 ( 1 5 " ) SU M P : 3 0 7 . 3 8 EX I S T I N G S D - 1 4 2 RI M : 3 1 5 . 8 9 IN V I N : 3 0 3 . 4 8 ( 1 5 " ) IN V I N : 3 0 4 . 2 0 ( 1 5 " ) IN V O U T : 3 0 6 . 0 2 ( 1 5 " ) SU M P : 3 0 3 . 4 8 69 LF OF 15" Reinforced Concrete Pipe @ 1.02 % 47 LF OF 15" Reinforced Concrete Pipe @ 6.77% EXISTING SURFACE PROPOSED SURFACE 0+00 31 0 . 0 31 3 . 4 0+25 0+50 31 5 . 4 31 5 . 9 0+75 1+00 31 5 . 9 EX I S T I N G S D - 1 4 2 RI M : 3 1 5 . 8 9 IN V I N : 3 0 3 . 4 8 ( 1 5 " ) IN V I N : 3 0 4 . 2 0 ( 1 5 " ) IN V O U T : 3 0 6 . 0 2 ( 1 5 " ) SU M P : 3 0 3 . 4 8 EX I S T I N G C B - 6 6 RI M : 3 1 0 . 1 9 IN V O U T : 3 0 4 . 5 8 ( 1 5 " ) SU M P : 3 0 4 . 5 8 99 LF OF 15" Reinforced Concrete Pipe @ 0.38% 0+00 31 5 . 9 31 3 . 0 0+25 0+50 31 5 . 9 31 5 . 5 0+75 1+00 30 4 . 4 EX I S T I N G S D - 1 4 2 RI M : 3 1 5 . 8 9 IN V I N : 3 0 3 . 4 8 ( 1 5 " ) IN V I N : 3 0 4 . 2 0 ( 1 5 " ) IN V O U T : 3 0 6 . 0 2 ( 1 5 " ) SU M P : 3 0 3 . 4 8 EXISTING SURFACE EXISTING SURFACE 108 L F O F 1 5 " R e i n f o r c e d C o n c r e t e P i p e @ 8 . 0 0 % EX I S T I N G C B - 6 3 RI M : 3 1 0 . 6 0 IN V I N : 3 0 4 . 2 0 ( 1 5 " ) IN V O U T : 3 0 4 . 2 0 ( 1 5 " ) SU M P : 3 0 4 . 2 0 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - P R O F . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T PROFILES AS NOTED DEL AJF AJF 18715.02 03/01/2024 PR-01 PERMIT SET S S D D D D FDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FDFDFD D D D FD FD FD FD FDFD FD FDFDFD 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 10"A P P L E 14"M A P L E CO N C . W A L K FM FM FM FM FM FM F M F M F M F M F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM GATE W W G G G UE EXISTING BETA SITE LIGHT POLE, TYP. EXISTING UTILITY POLE TO REMAIN EXISTING UTILITY POLE TO REMAIN EXISTING STORM CATCH BASIN TO REMAIN EXISTING STORM CATCH BASIN TO REMAIN EXISTING BIO RETENTION BASIN EXISTING STORM CATCH BASIN TO REMAIN RELOCATE FIRE HYDRANT CAP EXISTING HYDRANT LATERAL EXISTING SANITARY PUMP STATION TO REMAIN & BE REFURBISHED EXISTING TRANSFORMER TO BE REMOVED EXISTING WATER SERVICE TO REMAIN (8" DI PIPE) SANITARY FORCEMAIN TO REMAIN (2" SCH 80 PVC) EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING EXISTING SANITARY FORCE MAIN BELIEVED TO BE ABANDONED 24' X 5' HVAC PAD AREA NEW PUMP STATION CONTROL PANEL PROPOSED DRAINAGE INLET & PIPE 12.5' PROPOSED EMERGENCY GENERATOR (SEE ELECTRICAL PLANS) EXISTING WATER SERVICE TO REMAIN (SEE PLUMBING PLANS) PROPOSED TRANSFORMER (SEE ELECTRICAL PLANS) RELOCATED 2" GAS SERVICE (SEE BUILDING PLANS) RELOCATED FIRE HYDRANT NEW TAPPING SLEEVE & VALVE ON EXISTING 8" DI WATER LINE UNDERGROUND ELECTRICAL SERVICE TO EV CHARGING STATION (SEE ELECTRICAL PLANS) WINTER SERVICE ROOM ELECTRICAL SERVICE ROOM CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - U T I L . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND EXISTING CATCH BASIN EXISTING DRAINAGE MANHOLE EXISTING DRAINAGE PIPE EXISTING/PROPOSED HYDRANT FORCE MAIN WATER OVERHEAD ELECTRICAL WIRES UNDERGROUND ELECTRICAL WIRES EXISTING LIGHT POLES D FM UE UTILITY PLANS 1"=20' DEL AJF AJF 18715.02 03/01/2024 UT-01 PERMIT SET S S D D D D FDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FDFDFD D D D FD FD FD FD FDFD FD FDFDFD 8" ø G T S 8" ø G T R 4"PO P L A R ( 2 ) VEN T P I P E 10"A P P L E 14"M A P L E CO N C . W A L K FM FM FM SD SD SD FM FM FM F M F M F M F M F M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM GATE W W G G G UE EXISTING RETENTION BASIN EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING ADJUST RIM TO ±313.5 RIM INV. BETA SAND FILTER SYSTEM FFE=318' CONCRETE WASHOUT AREA 312.00 EXISTING SD-142 RIM: 315.89 INV IN: 303.48 (15") INV IN: 304.20 (15") INV OUT: 306.02 (15") PROPOSED D-1 RIM: 312.55 INV OUT: 307.38 (15") EXISTING CB-63 RIM: 310.60 INV IN: 304.20 (15") INV OUT: 304.20 (15") EXISTING CB-66 RIM: 310.19 INV OUT: 304.58 (15") 314.69 315.04 315.40 314.50 313.62 316.00314.00 313.00 312.50 312.00 313.00311.67 313.75 313.15 312.72 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF IP IP IP 316 317 318 319 315 31 2 31 3 314 3 1 2 3 1 3 317 3 1 2 IP SF SF SF PROPOSED SILT FENCE SITE DEMARCATION FENCE SITE DEMARCATION FENCE SITE DEMARCATION FENCE CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - E R O S . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND EXISTING CONTOUR PROPOSED CONTOUR GRADING LIMITS EXISTING CATCH BASIN EXISTING DRAINAGE MANHOLE EXISTING DRAINAGE PIPE INLET PROTECTION 799 D IP EROSION PREVENTION & SEDIMENTATION CONTROL 1"=20' JES AJF AJF 18715.02 03/01/2024 EPSC-01 PERMIT SET S S D D FD FDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FDFDFDFD D D D FD FD FD FD FDFD FD FDFDFD 8" ø G T S 8" ø G T R FM FM FM FM FM FM FM FM FM FM FM FM FMEXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) BETA TECHNOLOGIES BUILDING EXISTING BETA SITE LIGHT POLE, TYP. EXISTING TREE TYP. 5.3 4.2 2.8 5.8 5.6 4.4 3.0 1.9 4.4 5.0 4.7 3.8 2.6 1.7 1.1 3.3 3.6 3.7 3.5 2.9 2.1 1.4 3.8 3.2 2.9 2.7 2.4 2.0 1.5 5.5 4.2 3.1 2.4 2.0 1.7 1.4 6.6 6.4 5.4 4.0 2.9 2.1 1.6 1.3 5.7 5.5 5.3 4.5 3.4 2.4 1.7 4.0 3.7 3.2 2.5 1.8 2.4 2.1 1.71.4 3.72.8 4.7 3.9 1.6 2.7 7.6 12.8 5.8 0.8 0.7 1.7 4.5 8.8 10.0 1.6 0.5 0.4 0.4 0.4 0.8 1.9 4.7 4.9 1.7 0.8 0.2 0.2 0.2 0.2 0.3 0.4 0.8 1.5 1.7 1.2 0.9 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.7 0.9 1.0 1.5 2.3 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.7 1.2 2.8 8.0 11.6 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.7 1.2 3.0 9.9 18.3 15.7 0.1 0.1 0.1 0.2 0.3 0.4 0.6 1.1 2.3 5.3 13.7 15.6 10.6 0.1 0.1 0.2 0.2 0.4 0.6 1.0 1.7 3.4 6.5 8.7 8.2 6.0 0.1 0.1 0.2 0.3 0.5 0.8 1.3 2.2 3.5 4.7 4.8 3.8 2.5 0.1 0.1 0.2 0.2 0.4 0.6 0.9 1.4 2.0 2.5 2.6 2.2 1.7 1.4 0.1 0.1 0.2 0.3 0.4 0.6 0.9 1.2 1.4 1.5 1.4 1.3 1.3 0.1 0.2 0.2 0.3 0.4 0.6 0.7 0.9 0.9 1.0 1.2 1.5 2.2 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.9 1.2 1.9 3.1 5.1 0.1 0.2 0.2 0.3 0.3 0.4 0.6 0.8 1.3 2.1 3.9 6.8 9.9 0.1 0.2 0.2 0.3 0.4 0.5 0.7 1.2 2.1 3.9 6.8 9.9 10.3 0.1 0.2 0.2 0.3 0.4 0.7 1.1 1.8 3.1 5.1 7.0 7.3 6.1 0.1 0.2 0.2 0.3 0.5 0.8 1.4 2.1 3.2 4.1 4.3 0.1 0.2 0.3 0.4 0.6 0.9 1.4 1.8 2.3 0.1 0.2 0.2 0.3 0.4 0.6 0.9 1.1 0.1 0.2 0.2 0.3 0.4 0.1 0.2 0.20.1 0.30.8 0.5 0.4 0.7 2.0 1.6 1.2 0.9 0.6 1.3 1.1 1.0 0.8 2.9 2.7 2.2 1.8 1.4 1.0 0.7 1.8 1.8 1.7 1.5 1.2 0.9 2.4 3.0 3.7 3.4 3.0 2.5 2.0 1.5 1.0 0.7 2.4 2.5 2.6 2.5 2.3 1.9 1.3 2.6 3.3 3.6 4.2 4.2 3.6 3.2 2.6 2.0 1.5 1.1 2.8 3.1 3.3 3.7 3.8 3.6 2.9 1.8 1.1 3.7 4.9 4.1 3.9 3.8 3.6 3.2 2.7 2.1 1.6 1.4 3.1 3.6 4.0 4.2 5.0 5.7 5.6 3.9 2.4 1.4 0.8 0.6 4.3 4.5 3.9 3.8 3.8 3.6 3.2 2.7 2.2 1.9 1.9 3.4 4.1 4.7 4.9 5.2 6.3 8.0 7.2 4.9 2.9 1.7 1.0 3.7 4.5 4.3 4.5 4.1 4.0 3.7 3.2 2.8 2.6 2.8 3.9 4.4 5.0 5.6 5.6 6.7 7.8 8.8 7.8 5.7 3.5 3.6 5.2 4.8 4.2 4.3 4.3 3.9 3.5 3.5 3.7 4.0 4.4 4.8 5.2 5.5 5.7 7.0 7.3 8.2 8.1 7.5 5.6 3.6 4.5 4.5 4.5 4.9 4.5 4.3 4.4 4.6 4.9 5.2 5.8 6.1 6.2 6.6 6.8 3.6 6.8 6.3 5.7 3.9 4.9 4.9 4.8 4.8 4.8 5.0 5.4 5.6 6.1 7.4 8.3 8.3 7.3 6.6 5.6 3.3 4.3 5.1 4.6 4.4 4.9 5.5 6.0 6.2 7.1 9.3 11.5 11.2 8.0 5.5 4.1 4.4 4.4 4.5 5.2 5.9 6.5 6.8 8.9 14.2 15.0 11.1 7.6 5.2 4.1 5.0 5.4 5.9 6.2 8.4 14.7 22.0 15.8 8.7 4.7 5.0 4.8 5.9 8.5 15.7 19.0 7.8 4.0 4.2 4.9 5.9 6.2 5.0 3.6 3.8 3.3 3.0 FL1 FL1 FL1 FL1 WP1 WP1 FL1 FL1WP1 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - L I G H T I N G - E . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND EXISTING SITE LIGHT POLES EXISTING BUILDING MOUNTED LIGHTS EXISTING TREES EXISTING LIGHTING & LANDSCAPING ---- ---- AJF AJF 18715.02 03/01/2024 LL-01 PERMIT SET FL1/WP1 Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF Description Lum. Watts 4 Exist Pole SINGLE N.A.0.950 GALN-SA6A-740-U-T4W 182 6 EX FL1 SINGLE 8522640 1.000 EXISTING FLOOD LIGHT 75 3 EX WP1 SINGLE N.A.1.000 EXISTING WALL PACK 40 S S D D FD FDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FDFDFDFD D D D FD FD FD FD FDFD FD FDFDFD 8" ø G T S 8" ø G T R FM FM FM FM FM FM FM FM FM FM FM FM FM W W G G G UE EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) BETA TECHNOLOGIES BUILDING X2 X2 X2 X2 X2 X1 (2) X2 X2 EXISTING BETA SITE LIGHT POLE, TYP. PROPOSED LANDSCAPING BED PROPOSED LAWN AREA CS 2CS 5 BG 9 SC 23 0.3 0.2 1.4 0.8 0.4 2.5 2.6 1.6 0.9 4.3 3.0 2.2 1.7 3.4 4.0 2.8 2.1 4.8 4.3 3.2 2.5 11.5 3.5 2.9 2.6 3.2 2.7 2.4 0.2 1.2 1.8 1.8 0.3 0.8 1.00.4 3.5 3.3 1.56.6 3.5 6.0 2.0 1.5 0.7 0.5 0.60.6 1.4 1.53.6 5.0 1.88.1 4.9 1.94.3 3.5 6.5 6.5 15.2 7.4 11.2 5.310.2 8.8 2.85.3 2.6 1.01.1 0.5 0.4 0.3 0.2 0.3 0.7 0.6 0.5 0.3 0.2 0.3 0.5 0.7 0.8 0.9 1.0 0.9 0.7 0.5 0.3 0.2 0.5 0.7 1.0 1.2 1.3 1.4 1.3 1.0 0.8 0.5 0.4 0.2 0.3 0.7 1.1 1.4 1.6 1.7 1.8 1.7 1.5 1.1 0.8 0.6 0.4 0.2 0.5 0.7 1.5 1.9 2.0 2.0 2.1 2.2 2.0 1.6 1.2 0.9 0.6 0.4 0.2 1.0 0.9 0.7 0.6 2.6 2.4 2.3 2.5 2.8 2.6 2.2 1.7 1.3 0.9 0.6 0.4 0.3 1.2 1.3 1.2 1.1 0.9 0.6 2.3 2.4 2.8 3.6 3.4 2.9 2.4 1.9 1.4 0.9 0.6 0.4 0.4 1.5 1.7 1.7 1.6 1.5 1.3 1.0 0.5 3.3 3.5 4.2 4.1 3.5 3.1 2.6 2.0 1.4 1.0 0.7 0.7 1.8 2.1 2.2 2.0 1.9 2.0 2.1 1.9 4.9 4.1 4.1 3.9 3.6 3.2 2.6 1.9 1.4 1.1 1.1 1.2 2.1 2.4 2.7 2.7 2.2 2.3 2.3 4.6 3.9 4.0 3.8 3.6 3.2 2.6 2.0 1.7 1.6 1.8 2.2 2.4 2.8 3.2 3.5 3.1 2.3 2.3 2.6 2.2 4.4 4.5 4.0 3.9 3.7 3.2 2.7 2.4 2.4 2.6 2.9 3.1 3.4 3.9 4.1 3.3 3.2 2.5 2.0 0.8 4.7 4.1 4.2 4.2 3.8 3.4 3.2 3.2 3.4 3.5 3.6 3.7 3.6 3.7 4.6 3.7 2.9 1.1 4.6 4.5 4.4 4.9 4.4 4.1 4.0 4.0 4.0 4.0 3.9 3.7 3.6 4.0 3.9 3.9 5.2 4.9 4.9 4.9 4.6 4.6 4.6 4.5 4.3 4.5 4.5 4.1 3.8 3.3 5.3 4.6 4.5 4.8 5.1 5.2 4.8 4.3 4.7 5.3 5.0 2.6 4.5 4.5 4.9 5.4 5.6 4.8 4.6 4.5 4.9 2.8 4.8 5.0 5.2 4.9 5.3 6.9 11.3 2.5 4.5 4.4 5.1 9.8 10.8 10.4 4.2 4.1 10.3 8.6 4.73.8 4.4 6.02.2 4.5 8.31.6 3.8 3.21.1 1.2 0.6 1.10.9 2.4 4.8 0.5 2.3 7.60.8 3.0 3.60.8 1.3 0.80.5 0.3 0.8 X2 X3 X3 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - L I G H T I N G . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SCALE 0 20 40 60 FT LEGEND EXISTING SITE LIGHT POLES PROPOSED BUILDING MOUNTED LIGHTS PROPOSED PLANTINGS X2 SC 3 LIGHTING & LANDSCAPING PLAN 1"=20' DEL AJF AJF 18715.02 03/01/2024 LL-02 PERMIT SET PLANTING NOTES 1.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY OF TREES AND SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 “AMERICAN STANDARD FOR NURSERY STOCK.” ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. 2.PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP-TO-TIP. 3.ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS SHALL BE PREMIUM QUALITY, APPEAR 'FULL', OR 'HEAVY' WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE OWNERS REPRESENTATIVE WILL BE REJECTED. 4.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON PLANT LIST. 5.TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY 1ST FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. 6.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 7.IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON-AVAILABILITY ALONG WITH PROPOSED SUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE OWNERS REPRESENTATIVE. 8.THE OWNERS REPRESENTATIVE RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. 9.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE OWNERS REPRESENTATIVE. 10.INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 11.CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS. 12.ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR. 13.PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. ALL PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE OWNER'S REPRESENTATIVE. 14.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 15.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORING PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION OF PLANTING, AND UNTIL FINAL ACCEPTANCE. MAINTENANCE INCLUDES PRUNING, WEEDING, WATERING, FERTILIZATION, AND RE-SEEDING AS NECESSARY. 16.PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. 17.ACCEPTANCE STANDARDS: 17.1.PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, PESTS, AND DISEASE; STRUCTURAL DEFECTS; AND DAMAGE RESULTING FROM MACHINERY OR TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADER(S) WITH VIABLE TERMINAL BUD(S). TREES SHALL BE PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING. 17.2.LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. AND BARE SPOTS NOT EXCEEDING 5"X5" 18.CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR, AS DETERMINED BY THE OWNERS REPRESENTATIVE, ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST. 19.GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK. 20.GRASS SEED SHALL BE FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITH AOSA'S "RULES FOR TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS: PROPORTION GERMINATION PURITY COMMON NAME BY WEIGHT MINIMUM MINIMUM CREEPING RED FESCUE 50% 85%95% OR CHEWINGS FESCUE KENTUCKY BLUEGRASS 25% 85% 90% PERENNIAL RYE 25%90%90% 21.PLANTING SOIL & TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422) AND BASED ON THE 'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAY CONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLE SOIL FREE OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS MATTER AS DETERMINED BY THE OWNER'S REPRESENTATIVE, AND TOXIC MATTER HARMFUL TO PLANT GROWTH, PLANTING SOIL /TOPSOIL SPECIFICATION: GRADATION: SIEVE % PASSING BY WEIGHT CHEMICAL ANALYSIS MIN. MAX. #10 100 PH RANGE 5.2-7.0 #20 78 95 ORGANIC MATTER 4%-6% #40 67 87 MAGNESIUM 35LB. PER AC #60 48 78 PHOSPHORUS 75LB/AC #100 40 75 POTASSIUM 85LB/AC #200 28 63 SOLUBLE SALTS NOT TO EXCEED 500 #270 22 55 PPM .002 2 7 PLANTING SCHEDULE: SYM.QTY.BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING SHRUBS CS 7 Cornus sericea 'Artic Fire'DWARF RED TWIG DOGWOOD #3 3' O.C. ORNAMENTAL GRASS BG 9 Bouteloua gracilis 'Blonde Ambition'BLUE GRAMA GRASS PLUGS 24" O.C. SC 23 Schizachyrium scoparium 'Blaze'LITTLE BLUESTEM PUGS 18" O.C. 1 SHRUB PLANTING SCALE: NTS 2 GRASS PLANTING SCALE: NTS SPACE SHRUBS AS INDICATED ON PLANS 3" BARK MULCH SET CROWN FLUSH WITH TOP OF MULCH PLANT GRASSES IN CONTINUOUS BED OF SPECIFIED PLANTING SOIL COMPACTED / UNDISTURBED SUBGRADE 3" DEPTH SHREDDED BARK MULCH; PULL AWAY FROM ROOT FLARE. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL PLANT SHRUBS IN CONTINUOUS BED OF SPECIFIED PLANTING SOIL UNDISTURBED SUBGRADE ROOT FLARE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT BORE TO PREVIOUS EXISTING GRADE 12" MIN18 " M I N 6" MIN 12 " M I N 1. PROVIDE INTEGRAL EMERGENCY BATTERY (14 WATT OR SIMILAR) FOR ALL FIXTURES WITH "E" EMERGENCY DESIGNATION NOTES: LIGHT FIXTURE SCHEDULE TYPE MARK DESCRIPTION WATTS (W)MANUFACTURER MODEL VOLTAGE MOUNTING SWITCH ID COMMENTS X1 SURE-LITES EUX SERIES UNIVERSAL MOUNT 11 COOPER LIGHTING EUX7-1-R-WH MVOLT SURFACE AND WALL X2 Wavestream and 1-2 Light Squares 32 COOPER LIGHTING CCW LED UNV.SURFACE AND WALL X3 Wavestream and 1-2 Light Squares 32 COOPER LIGHTING CCW LED UNV.SURFACE AND WALL TYPICAL GRAVITY WALL SECTION DE S I G N H E I G H T RETAINED SOIL 24" 1" - 1 1/4" 8" LEVELING PAD DETAIL W6" W + 12" NOTE: 1. THE LEVELING PAD IS TO BE CONSTRUCTED OF CRUSHED STONE OR 2000 PSI ± UNREINFORCED CONCRETE. NOTES: 1. INSTALL SEGMENTAL BLOCK WALL IN ACCORDANCE WITH APPROVED MANUFACTURER'S DETAILS AND SPECIFICATIONS AS DEFINED UNDER VTRANS 760.05 OR APPROVED EQUAL. 2. CONTRACTOR SHALL PROVIDE WALL SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER. 3. ALL RETAINING WALLS GREATER THAN 4' IN EXPOSED HEIGHT SHALL BE DESIGNED BY THE MANUFACTURERS PROFESSIONAL ENGINEER WITH PE SEALED PROJECT SPECIFIC WALL DESIGN PLANS. 8' MIN. LOW PERMEABLE SOIL CAP UNIT UNIT DRAINAGE FILL (34" CRUSHED STONE) FINISHED GRADE APPROXIMATE LIMITS OF EXCAVATION 4" PERFORATED PVC DRAINAGE TILE WRAPPED IN FILTER FABRIC (IF REQUIRED) 6" UNREINFORCED CONCRETE OR CRUSHED STONE LEVELING PAD 8" OR 6" STEP 6" CRUSHED ROCK OR REINFORCED CONCRETE LEVELING PAD 1/2" X 5 14" FIBERGLASS PINS FRONT FACE SEGMENTAL BLOCK RETAINING WALL N.T.S. TYPICAL ACCESSIBLE NO PARKING SIGN N.T.S. TYPICAL FREE STANDING SIGN N.T.S. 60"-84" TYPE A SIGN POST RESERVED PARKING SIGN NOTE: 1.CENTER SIGN POST ON PARKING STALL STRIPE. 4000 PSI (MIN.) CONCRETE 3' 8" DIA. 6" INSTALL BREAKAWAY POST SYSTEM A A' 2" DIA. STEEL PIPE WITH 5/16" HOLES @ 14" O.C. 2 - 1/4" BOLTS SIGN FACE 6" 2 - 1/2" DIA. STEEL PIPE \WITH 5/16" HOLES @ 2" O.C. 2' DIA. CONCRETE BASE 2" DIA. STEEL PIPE 6" INTERGRAL CURB AND SIDEWALK SECTION DETAIL N.T.S. SEE PLANS 1'-0" 16 " JOINT PAVEMENT SECTION 6" 4" CONCRETE SIDEWALK, 4000 PSI 6" CRUSHED STONE SUB-BASE SHALL MEET THE REQUIREMENTS OF VTRANS SPECIFICATIONS SECTION 301 & 704.06 WWF 6X6-W2.9XW2.9 6" MIN 2% MAX COMPACTED SUBGRADE ANGLED CROSSWALK STRIPING DETAIL N.T.S. N.T.S. CROSSWALK STRIPING DETAIL SEE PLANS 6'- 0 " MI N . 6" M I N . 12" -24" (TYP.) SIDEWALK RAMP 4 5 ° WHITE PAINT NOTES: 1. COMPACT SUBGRADE TO A MODIFIED PROCTOR DENSITY OF 95% 2. SUBBASE COURSE SHALL HAVE NO MORE THAN (10%) TEN PERCENT BY WEIGHT FINER THAN NO. 200 SIEVE. 3. REFER TO GEOTECHNICAL ENGINEERING REPORT FOR SUBGRADE PREPARATION/COMPACTION REQUIREMENTS. 1.5" ASPHALTIC CONCRETE TOP, VTRANS 702.021 1 3 2 5 3" ASPHALTIC CONCRETE BINDER, VTRANS 702.012 10" CRUSHER-RUN STONE BASE, VTRANS 704.063 MIRAFI 500X GEOTEXTILE FABRIC, VTRANS 720.044 4 COMPACTED SUBGRADE5 ASPHALT PAVEMENT SECTION NOT TO SCALE TYPICAL ACCESSIBLE PARKING LOT WITH ADJACENT SIDEWALK 7.5% MAX.7.5% MAX. 8' MIN.8' MIN. 8' 20 ' 9 0 ° 4' M I N . RAMP CURBING TYPICAL ACCESS AISLE SIGN SMOOTH TRANSITION CURB TYPICAL PARKING SPACE SIGNTYPICAL PARKING SPACE SIGN 4" WIDE BLUE OR WHITE STRIPES DIAGONAL STRIPES AT 45° ANGLE, 2' O.C. 2' O . C . PEDESTRIAN ACCESS ROUTE PEDESTRIAN ACCESS ROUTE RAMP PEDESTRIAN ACCESS ROUTE NOTES: 1.THIS SHEET IS INTENDED TO DEPICT THE DIMENSIONAL REQUIREMENTS OF TYPICAL ACCESSIBLE PARKING LOT SPACES. SEE SITE PLAN FOR COMPLETE LAYOUT. 2.ACCESSIBLE PARKING SPACES SHALL BE AT LEAST 8' WIDE AND SHALL HAVE AN ADJACENT ACCESS AISLE 8' WIDE MEASURED PERPENDICULAR TO THE STALL STRIPE TO ACCOMMODATE VANS WITH LIFTS. 3.EACH ACCESSIBLE PARKING SPACE SHALL BE MARKED BY PERMANENTLY INSTALLED GROUND MOUNTED SINGS WHICH DISPLAY THE INTERNATIONAL SYMBOL FOR ACCESS. EACH ACCESS AISLE SHALL BE MARKED BY PERMANENTLY INSTALLED GROUND MOUNTED SIGNS INDICATING THAT STOPPING IS NOT PERMITTED IN THE AISLE. SIGNS SHALL NOT BLOCK THE ACCESSIBLE CLEAR WIDTH OF ADJACCENT WALKWAYS. SIGNS LOCATED WHERE THEY MAY BE HIT BY VEHICLES BEING PARKED SHALL BE INSTALLED AS SHOWN IN THE ACCESSIBLE PARKING SIGN DETAIL. THE BOTTOMS OF THE SIGNS LOCATED ON POSTS INSTALLED IN PAVED AREAS SHALL BE 7' MINIMUM ABOVE THE WALKWAY SURFACE. 4.SLOPES AT ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ADJOINING WALKWAYS SHALL NOT EXCEED 1.5% MAXIMUM IN ANY DIRECTION FOR DESIGN AND LAYOUT, AND 2.0% MAXIMUM FOR WORK ACCEPTANCE, WHILE PROVIDING POSITIVE DRAINAGE. 5.REQUIRED ACCESSIBLE PARKING SPACE AND ACCESS AISLE STRIPING AND OTHER OPTIONAL PAVEMENT ARKINGS, SUCH AS THE INTERNATIONAL ACCESS SYMBOL, SHALL BE PAINTED WHITE OR BLUE. 6.A SMOOTH, FLUSH TRANSITION MUST BE PROVIDED BETWEEN ALL PEDESTRIAN WALKWAYS, ACCESSIBLE PARKING SPACES AND AISLES. 7.CONTACT THE LOCAL MUNICIPALITY TO VERIFY THE SPECIFIED PARKING LAYOUT MEETS LOCAL REQUIREMENTS. DETECTABLE WARNING UNIT ACCESSIBLE SYMBOL DETAIL WHITE PAINT BLUE PAINT 40.75" 48 . 0 " 39 . 0 " 40.75" NOTE: 1.PAINT SHALL MEET THE REQUIREMENTS OF THE VTRANS SPECIFICATIONS SECTION 646 STOP BAR PAINTING DETAIL N.T.S. NOTE: 1.PAINT SHALL MEET THE REQUIREMENTS OF THE VTRANS SPECIFICATIONS SECTION 646 18" STOP BAR (3) 6" WIDE WHITE PAINTED LINES 12 " (2) 4" WIDE YELLOW PAINTED LINES 6" GALVANIZED STEEL PIPE BOLLARD N.T.S. FINISHED GRADE 4,000 PSI CONCRETE REFER TO PAVEMENT DETAIL AS APPROPRIATE 3' - 5 " T Y P . 3' - 0 " , TY P . 6" , TY P . 3" MIN. 3" MIN. MALLEABLE IRON OR CAST IRON SCREW CAP COLUMN FILLED WITH CONCRETE DRILL AND PIN CAPS TO PREVENT REMOVAL SCHEDULE 80 5-INCH STEEL PIPE O.D. = 6.6-INCHES I.D. = 4.8-INCHES PAINTED SAFETY YELLOW CONCRETE FILLED (NOTE: USE PLASTIC SLEEVE) 1" CONCRETE SIDEWALK DETAIL N.T.S. EXPANSION JOINT WITH JOINT FILLER AND SEALANT CONTRACTION JOINT 2 SECTION A-A FINISHED GRADE 1 1222 1 2 PLAN STIFF BRISTLE-BROOM FINISH PERPENDICULAR TO PEDESTRIAN TRAFFIC 6" CRUSHED STONE SUB-BASE SHALL MEET THE REQUIREMENTS OF VTRANS SPECIFICATIONS SECTION 301 & 704.06 4" 4,000 PSI CONCRETE WIDTH VARIES (REFER TO PLAN) 25' MAX. 5', TYP. 6" A A 2% MAX.5" 6" COMPACTED SUBGRADE N.T.S. RESURFACE PAVEMENT NOTES: 1. REMOVE DIRT, WATER, GREASE, AND OTHER MATERIAL FROM THE EXISTING ASPHALT CONCRETE SURFACE THAT WOULD PREVENT BONDING OF THE OVERLAY AND EXISTING PAVEMENT. 2. CRACKS‚ 14" TO 1" SHALL BE FILLED WITH ASPHALT CEMENT UNTIL FLUSH WITH THE SURFACE. CRACKS OVER 1" IN WIDTH SHALL BE PATCHED WITH WEARING SURFACE, TYPE 7F, MATERIAL AND COMPACTED. 3. A TACK COAT SHOULD BE USED TO BOND GEOTECHNICAL FABRIC TO THE SURFACE OF THE EXISTING PAVEMENT. TACK COAT SHALL BE APPLIED AT A RATE OF 0.25 TO 0.30 GALLONS PER SQUARE YARD. EXISTING PAVEMENT NEW 112"" ASPHALT WEARING SURFACE, VTRANS SECTION 501.14 NEW ASPHALT CONCRETE,TRUING & LEVELING, AS REQUIRED PAVEMENT FABRIC 1. NOTES: TYPE I TYPE II = 1/4" - 1" WIDE CRACK SEAL OR AS ORDERED BY ENGINEER (S-430-X.X) = >1" OR AS ORDERED BY ENGINEER - REMOVE AND REPLACE ASPHALT PAVEMENT A.O.B.E (S-430-X.X) PRIOR TO PLACEMENT OF BITUMINOUS ASPHALT OVERLAY CONTRACTOR SHALL CLEAN AND REPAIR EXISTING PAVEMENT. CONTRACTOR SHALL REPAIR CRACKS IN ACCORDANCE WITH THE FOLLOWING: MILLED SURFACE MILL 1 1 2" EXISTING ASPHALT (ITEM S-420-X.X) AND REPLACE WITH 112" TYPE 6 TOP COURSE (ITEM S-400-X.X) A.O.B.E. PROPOSED GRADE TYPE I PAVEMENT REPAIR CLEAN AND SEAL CRACKS (ITEM S-430-X.X) (SEE NOTE 1) SAW CUT ALL SIDES OF EXISTING PAVEMENT (SEE NOTE 2) PAVEMENT PREPARATION TYPE II REMOVE EXISTING ASPHALT AND REPLACE WITH MAT'L MEETING REQ. OF ITEM S-400-5.2, TYPE 3 BINDER COURSE(4" MIN). ALL COSTS INCLUSIVE TO ITEM S-430-X.X (SEE NOTES 1, 2, & 3) BITUMINOUS TACK COAT EXPOSED SURFACES (SEE NOTE 1) CORRECT SURFACE IRREGULARITIES USING ITEM S-400-X.X A.O.B.E TACK COAT (ITEM S-450-X.X) 2.ALL COSTS ASSOCIATED WITH TYPE II PAVEMENT PREPARATION, INCLUDING SAWCUTS, TACK COAT, REMOVAL OF EXISTING MATERIAL, REWORK OF SUBBASE, SUPPLY AND PLACEMENT OF TYPE-3 ASPHALT PAVEMENT SHALL BE INCIDENTAL TO ITEM S-430-X.X CLEAN SURFACE PRIOR TO TACK COATING PLACE AND COMPACT TYPE 3 BINDER TO MATCH EXISTING PAVEMENT SECTION OR A MINIMUM OF 4" WHICHEVER IS GREATER. MAXIMUM LIFT THICKNESS = 4" MINIMUM LIFT THICKNESS = 2 12" 3. PAVEMENT PREPARATION TYPE I CLEAN CRACK UTILIZING COMPRESSED AIR SEALING MAT'L MEETING THE REQUIREMENTS OF ASTM D-6690, SQUEEGEE PLUSH W/ SURFACE ASPHALT PAVEMENT REHABILITATION DETAIL N.T.S. ACCESSIBLE RAMPS WITH DETECTABLE WARNING STRIP DETAILS 1 1/2" - 2 1/2" 2" NOTE: THESE PARALLEL AND PARALLEL/PERPENDICULAR CURB RAMPS MAY BE USED AT INTERSECTIONS AND MID BLOCK LOCATIONS. SIDEWALK NOTES: 1.THE DETECTABLE WARNING DETAILS PROVIDED ARE NOT DRAWN TO SCALE, THE QUANTITY OF DOMES DEPICTED ON THE DETECTABLE WARNING FIELD (THE DOMES AND THE ENTIRE 2' LEVEL SURFACE) IS FOR ILLUSTRATION ONLY. 2.LOCATION OF DETECTABLE WARNINGS. DETECTABLE WARNINGS SHALL BE LOCATED SO THAT THE EDGE OF THE WARNING FIELD NEAREST TO THE ROADWAY OR STREET SURFACE IS 6'' TO 9'' (1' WHERE TRANSVERSABLE CURB IS USED) FROM THE EDGE OF THE ROADWAY/STREET, OR FROM THE FACE OF THE DROPPED CURB, WHERE A DROPPED CURB CONTINUES ACROSS THE BOTTOM OF THE SIDEWALK CURB RAMP. THE DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE. 3.DOME ALIGNMENT. DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL. 4.PAYMENT LINES ARE THE 2' DIMENSION SHOWN IN THE DETAILS EXTENDING THE FULL WIDTH OF THE CURB RAMP AND/OR APPLICABLE SURFACES. LANDINGS SHALL HAVE A MINIMUM CLEAR DIMENSION OF A 5' BY 5' SQUARE. 5.LANDINGS MAY OVERLAP WITH ADJACENT LANDINGS OR A SINGLE LANDING MAY SERVE MULTIPLE CURB RAMPS OR PARALLEL OR PARALLEL/PERPENDICULAR RAMPS. LANDINGS MAY OVERLAP WITH THE CLEAR GROUND SPACE REQUIRED AT PEDESTRIAN SIGNAL PUSH BUTTONS. 6.CROSS SLOPES: THE MAXIMUM CROSS SLOPE OF CURB RAMPS SHALL BE 2 PERCENT. THE MAXIMUM CROSS SLOPE AT LANDINGS IS 2 PERCENT IN ANY DIRECTION. SURFACES SHALL GENERALLY LIE IN CONTINUOUS PLANES WITH A MINIMUM OF SURFACE WARP. 7.THE RUNNING GRADE OF CURB RAMPS SHOULD BE AS FLAT AS PRACTICABLE. THE MAXIMUM RUNNING GRADE OF ANY PORTION OF ANY CURB RAMP SHALL BE 1:12 (8.3%). CURB RAMPS ARE NOT REQUIRED TO BE LONGER THAN 15'. 8.THE SURFACE OF ALL CURB RAMPS SHALL BE STABLE, FIRM AND SLIP RESISTANT. A COARSE BROOM FINISH RUNNING PERPENDICULAR TO THE SLOPE IS RECOMMENDED ON CONCRETE RAMP SURFACES, EXCLUSIVE OF THE DETECTABLE WARNING FIELDS. 9.CURB RAMPS LOCATED WHERE PEDESTRIANS MAY WALK ACROSS THE CURB RAMP SHALL HAVE FLARED SIDES. THE LENGTH OF THE FLARES SHALL BE AT LEAST TEN (10) THE TIMES THE CURB HEIGHT, MEASURED ALONG THE CURB LINE. WHEN INFEASIBLE OR IMPRACTICABLE TO PROVIDE A LANDING THAT IS AT LEAST 4' WIDE (MEASURED FROM THE TOP OF THE RAMP TO THE BACK OF THE SIDEWALK), THE LENGTH OF THE FLARES SHALL BE TWELVE (12) TIMES THE CURB HEIGHT MEASURED ALONG THE CURB LINE. 10.COORDINATE ALL TRAFFIC CONTROL DEVICES, UTILITY LOCATIONS, SIGNS, STREET FURNITURE AND DRAINAGE TO ENSURE A CONTINUOUS PEDESTRIAN ACCESS ROUTE AT ALL CURB RAMP LOCATIONS. GUIDANCE FOR CROSSWALK MARKINGS AND TRAFFIC CONTROL DEVICES IS PROVIDED IN THE MUTCD. DRAINAGE GRATES AND UTILITY ACCESS COVERS ARE NOT ALLOWED IN RAMP WALKING SURFACES OR LANDINGS. 11.AT MARKED CROSSINGS, THE FULL WIDTH OF THE RAMP SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS. THE SIDES OF THE RAMPS (THE FLARES) NEED NOT BE WITHIN THE WIDTH OF THE MARKINGS. 12.RAMP TRANSITIONS BETWEEN WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT VERTICAL CHANGES (1/4" MAX). 1:10 MAX 1:10 MAX1:1 2 MA X 1:50MAX.SIDEW A L K WIDTH MIN. 5'RAMP WI D T H , MI N . 5'RA M P WIDTH MIN. 5'RAMP VA R I E S RA M P L E N G T H 1:1 2 MA X 1:50MAX.SIDEW A L K 1:5 0 M A X . SID E W A L K MAX. 1:12 MAX. 1:12 1" 1/2" MIN. 1/ 2 " M I N . 1 1 / 2 " - 2 1 / 2 " 1" 50% - 65% OF BASE DIAMETER 0. 2 " FULL RAMP WIDTH 1" - 1 1/2" 2' N.T.S. CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - D E T S . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SITE DETAILS ---- ---- AJF AJF 18715.02 03/01/2024 MD-01 PERMIT SET 20'20'20' 3" DEEP CONSTRUCTION JOINT 3" T Y P 6" PCC SLAB AT 4,500 PSI ASPHALT PAVEMENT 10" CRUSHED STONE SUB-BASE SHALL MEET THE REQUIREMENTS OF VTRANS SPECIFICATIONS SECTION 301 & 704.06 4" TYP 3" TYP 6x6-W5.5xW5.5 WWF REINFORCING (TYP.) NOTES: 1.SLABS TO BE TREATED WITH ONE (1) PENETRATING SEALER BELOW: 1.1.BARRICADE WB244, EUCLID CHEMICAL 1.2.SS HARDEN X SI, SEAL SOURCE INTERNATIONAL, LLC 2.F'C=4,500 PSI MIN. CONCRETE PAVEMENT/PAD SECTION N.T.S. TERMINAL SECTION NOTES: 1. BOTTOM TENSION WIRE SHALL BE 7 GAUGE ATTACHED WITH 12-1/2 GAUGE HOG RINGS, 12' C-C. 2. TOP RAIL COUPLINGS SHALL BE SPACED EVERY 20'. EXPANSION COUPLINGS SHALL BE AT 100' INTERVALS. 3. TOP RAIL WIRE TIES SHALL BE SPACED 24" MAX. 4. FENCE SHALL CONFORM WITH ALL VTRANS STANDARDS 5. CONTRACTOR TO PROVIDE SHOP DRAWING FOR GATES PRIOR TO BEGINNING WORK 1-5/8" O.D. TOP RAIL TERMINAL POST 2-7/8" O.D. 3/8" DIA. TRUSS ROD AT CORNERS AND ANGLE SECTIONS 5 GALV. STEEL BANDS (1/8" X 7/8" MIN.) TURNBUCKLE BRACE 1-5/8" O.D. AT CORNERS & ANGLE SECTIONS BRACE RAIL 1-1/4" O.D. 0.79 LBS./FT. #7 TENSION WIRE 12" 3' - 0 " 3' - 6 " 1" M I N . 4" M A X . 2500 PSI CONC. FOR ALL POSTS 8' - 0 " ASTM A392 , 2" CHAIN LINK FENCE FABRIC , 9 GAUGE , 2 COATING 3-2 STRAND BARBED WIRE 12-1/2 GAUGE, 4 POINTED BARBS LINE POST 2-3/8" O.D.PULL POST 8'-0"8'-0" 8' CHAIN LINK FENCE WITH BARDED WIRE N.T.S. 8' GALVANIZED CHAIN LINK FENCE N.T.S. LINE SECTION PULL OR CORNER SECTION CORNER OR INTERMEDIATE (PULL) POST (INSTALLATION TYPICAL FOR BOTH) FORM TOP 2' WITH SONOTUBE "TYPE" FORM OR EQUAL (TYP.) KNUCKLED SELVAGE (TYP.) 3/8" TRUSS ROD (TYP.) FORM TOP 2' WITH SONOTUBE (TYP.) RECOMMENDED IN ALL AREAS REQUIRED IN PAVED AREAS AND AT GATES BOTTOM RAIL (TYP.) CONCRETE (TYP.) TOP RAIL (TYP.) LINE POST (TYP.) BANDS (TYP.) 8' 6" ( T Y P . ) 12" (TYP.) 42 " ( T Y P . ) NOTES: 1.ALL FENCING TO COMPLY WITH VTRANS STANDARDS WHEEL STOP DETAIL N.T.S. 6'-0" 12" SPECIFICATIONS: CONCRETE:4000 P.S.I. @ 28 DAYS ENTRAINED AIR: 5% - 9% STEEL:A.S.T.M. 496-A615 GRADE 60-60 KSI. WEIGHT:168 7" 5" 4" CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - D E T S . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T SITE DETAILS ---- ---- AJF AJF 18715.02 03/01/2024 MD-02 PERMIT SET BIORETENTION BASIN DETAIL INFLOW S W A L E TOP OF INFILTRATION BASIN ELEV. TEMPORARY/PERMANENT SEDIMENT FOREBAY/BASIN RIP RAP CHANNEL PROTECTION RIP RAP BROAD CRESTED WEIR UNDERDRAIN SEE DETAIL THIS SHEET CHANNEL PROTECTION OVERBANK FLOOD CONTROL EXTREME FLOOD CONTROL TOP OF FOREBAY ELEV. INFILTRATION BASIN 3 1 3 1 3 1 3 1 BOTTOM ELEVATION BOTTOM ELEVATION BASIN REQUIRED TO DE-WATER WITHIN 48 HOURS NOTES: 1.CONTRACTOR SHALL AVOID COMPACTING SOILS IN INFILTRATION BASIN FOOTPRINT. IF SOILS ARE COMPACTED, DECOMPACTION MUST BE PERFORMED PER THE SEASONAL HIGH GROUND WATER AND NYSDEC GUIDELINES FOR DEEP RIPPING AND DECOMPACTION. STORMWATER MANAGEMENT PRACTICE DATA TABLE MANAGEMENT AREA TYPE CONTRIBUTING DRAINAGE AREA (AC) FOREBAY ELEVATION (FT)BASIN ELEVATION (FT)MAXIMUM PONDING DEPTH (FT) OUTLET STRUCTURE RIM LOW FLOW ORIFICE TOP BOTTOM TOP BOTTOM DIA.INV. BIORETENTION BASIN 3.00 312.0 311.5 312.76 311.5 313.0 312.50 4"312.00 STORM ELEVATION TABLE BASIN WQv 1 - YEAR STORM (CPv)312.60 10 - YEAR STORM (OVERBANK FLOOD CONTROL)312.73 100 - YEAR STORM (EXTREME FLOOD CONTROL)312.87 2' S U M P (T Y P . ) 1'- 4 " MA X , STEP AS REQUIRED, SEE NOTES 2'-0" LIMIT OF EXCAVATION (TYP.) 6" BACKFILL WITH SUITABLE MATERIAL PER VTRANS SPECIFICATIONS SECTION 601.07, COMPACTED IN CONFORMANCE WITH VTRANS STANDARD SPECIFICATIONS SECTION 203.11 (d) TOP OF FOOTING 8" 12 " CRUSHED STONE SUB-BASE SHALL MEET REQUIREMENTS OF VTRANS SPECIFICATIONS SECTION 301 & 704.06 CONCRETE STRUCTURE SHALL BE IN ACCORDANCE WITH VTRANS SPECIFICATIONS SECTION 705.02 SEE DRAINAGE STRUCTURE FRAME/GRATE DETAIL THIS SHEET NOTES: 1.ALL SPECIFIED DRAINAGE STRUCTURE ITEMS SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH VTRANS STANDARD SPECIFICATIONS - SECTION 705.03, DRAINAGE STRUCTURES. 2.DRAINAGE STRUCTURES SHALL BE CAST IN PLACE (RECTANGULAR ONLY) OR PRECAST UNITS (RECTANGULAR OR ROUND). 3.THE CONTRACTOR MAY SUBSTITUTE ROUND, PRECAST STRUCTURES USING SIZES INDICATED ON AASHTO M 199. 4.ALL DRAINAGE STRUCTURES SHALL BE DESIGNED TO WITHSTAND H-20 LOADING. 5.STEPS SHALL BE REQUIRED IN ALL STRUCTURES DEEPER THAN 4'-0". TO CHAMBERS TO CHAMBERS STRUCTURE NOT TO SCALE SEE DRAINAGE STRUCTURE DETAIL THIS SHEET 6" M I N . 1' - 4 " M A X . STEP AS REQUIRED, SEE NOTES GRATE SHALL BE IN ACCORDANCE WITH VTRANS SPECIFICATIONS SECTION 604.04 FINISHED GRADE BACKFILL WITH SUITABLE MATERIAL PER VTRANS SPECIFICATIONS SECTION 601.07, COMPACTION IN CONFORMANCE WITH VTRANS STANDARD SPECIFICATIONS SECTION 203.11 (d) CONCRETE STRUCTURE SHALL BE IN ACCORDANCE WITH VTRANS SPECIFICATIONS SECTION 705.02 LIMIT OF EXCAVATION (TYP.) 2'-0" 6" NOTES: 1.ALL SPECIFIED STORM STRUCTURE ITEMS SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH VTRANS STANDARD SPECIFICATIONS - SECTION 705.03 2.ALL DRAINAGE STRUCTURES SHALL BE DESIGNED TO WITHSTAND H-20 LOADING. 3.STEPS SHALL BE REQUIRED IN ALL STRUCTURES DEEPER THAN 4'-0". TAR COATING STRUCTURE FRAME & GRATE NOT TO SCALE DRAINAGE STRUCTURE FRAME & GRATE N.T.S. DRAINAGE STRUCTURE N.T.S. Bc MIN. Bc+24" D SUITABLE BACKFILL MATERIAL PER VTRANS SPECIFICATION SECTION 601.07, COMPACTED IN CONFORMANCE WITH VTRANS STANDARD SPECIFICATION 203.11(d) BEDDING MATERIAL (VTRANS STANDARD SPECIFICATION 601.04) COMPACTED IN CONFORMANCE WITH VTRANS STANDARD SPECIFICATION 203.11 (d) 3" NOTES: 1. BRACING, SHEETING OR SHORING AS REQUIRED BY THE LATEST VERSION OF THE VERMONT DEPARTMENT OF LABOR AND U.S. DEPARTMENT OF LABOR O.S.H.A. REGULATIONS SHALL BE PREPARED BY A NYS LICENSED PROFESSIONAL ENGINEER. 2. ALL SPECIFIED STORM PIPE ITEMS SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH VERMONT STANDARD SPECIFICATIONS - SECTION 601, CULVERT AND STORM DRAINS. FINISHED GRADE 4" TOPSOIL GRASSED AREA PAVED AREA 12" OR TO SUBGRADE, WHICHEVER IS LESS Bc/3 LOOSELY PLACE SELECT GRANULAR FILL IN MIDDLE BEDDING AREA, DO NOT COMPACT TO ESTABLISH STABLE BEDDING CONDITION UNDERCUT BACKFILLED WITH SELECT GARULAR FILL MAY BE ORDERED BY THE ENGINEER. (MIN. DEPTH 12", MAX. DEPTH 24") COMPACT OUTER BEDDING IN CONFORMANCE WITH VTRANS STANDARD SPECIFICATION SECTION 601.04 PAVEMENT SECTION SUBBASE 16" HDPE PIPE (VTRANS ITEM 625.1016) STORM PIPE BEDDING N.T.S. 24 " DIA. NOTES: 1. MATERIAL SHALL BE GRAY CAST IRON CONFORMING TO A.S.T.M. A48 (LATEST REVISION) CLASS 30B. 2. UNITS DESIGNED HEAVY DUTY FOR A.A.S.H.T.O. HS20-44 WHEEL LOADS. 3. EACH FRAME AND COVER SHALL HAVE MACHINED HORIZONTAL BEARING SURFACES. 4. ALL SURFACES TO BE BITUMINOUS COATED 34" 24 1/2" 1 3 / 8 " 7" 24" 22 3/8" V I L LAGE OF GRE E N I S L A N D S E W ER S T O RM S Y S TEM STORM SEWER MANHOLE FRAME & COVER N.T.S. LOW FLOW ORIFICE OUTLET STRUCTURE N.T.S. UNDERDRAIN DETAIL 12 " M I N . 4" M I N . 6" 6"6" CRUSHED STONE FILLER SHALL MEET VTRANS STANDARDS 4" PERF. PVC FILTER FABRIC TOPSOIL 6" MIN. HORIZONTAL OVERLAP CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - D E T S . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T STORM DETAILS ---- ---- AJF AJF 18715.02 03/01/2024 MD-03 PERMIT SET 9" 24" DIRECTION AS REQUIRED FOR EACH EV CHARGER SIZE AS REQUIRED 18" RADIUS OF CONCRETE BLOCK 18" FOR NON-TRAFFIC AREA 24" MIN FOR TRAFFIC AREA 2-1/2" MIN ELECTRIC VEHICLE CHARGING STATION AND FOUNDATION DETAIL BTC POWER MODEL #EVP-2002-30-1 OR APPROVED EQUAL, PURCHASED BY OWNER, CONTRACTOR SHALL INSTALL EXPANDING MASONARY ANCHORS PER MANUFACTURER'S REQUIREMENTS BASE PLATE NOTES: 1. SECURE REVENUE CONTROL EQUIPMENT TO CONCRETE SIDEWALK IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. CONTRACTOR IS TO COORDINATE WITH MANUFACTURER FOR EQUIPMENT LAYOUT AND CONDUIT PLACEMENT. CLASS A 4,000 PSI CONCRETE WATER MAIN TRENCH FINISHED SURFACE TREATMENT AS REQUIRED OR TO MATCH EXISTINGTR E N C H B A C K F I L L IN I T I A L B A C K F I L L .5 2 " .9 4 " UNDISTURBED MATERIAL TRENCH WIDTH AT TOP OF OF PIPE TO BE PIPE OUTSIDE DIAMETER + 36" WA T E R M A I N 5 ' M I N . 12 " M I N . NOTES: 1.ALL TRENCHING TO BE IN ACCORDANCE WITH OSHA STANDARDS AND VERMONT DEPT. OF LABOR CODE. 2.BEDDING - CLASS I OR II MATERIAL; WASHED SAND, SEA GRAVEL OR CRUSHED STONE. COMPACT CLASS II MATERIAL TO 85% STANDARD PROCTOR DENSITY. 3.HAUNCHING AND INITIAL BACKFILL - CLASS II MATERIAL; COARSE SAND OR SELECT GRAVEL. PLACE IN LIFTS; TO PIPE SPRING LINE, TO TOP OF PIPE AND TO 12" MINIMUM OVER TOP OF PIPE. COMPACT EACH LIFT TO 85% STANDARD PROCTOR DENSITY. 4.TRENCH BACKFILL - APPROVED ON SITE OR IMPORTED MATERIAL. PLACE IN 8" LIFTS AND COMPACT TO 95% STANDARD PROCTOR DENSITY. N.T.S. REFER TO PLANS FOR PIPE SIZE AND TYPE. SEE NOTE 2 SEE NOTE 3 SEE NOTE 4 SANITARY SEWER LATERAL CLEAN-OUT FLEXIBLE RUBBER JOINT CONNECTOR, PER ASTM C-594 WITH 3,000 PSI CONCRETE CRADLE FROM BUILDING NOTES: 1.IT IS RECOMMENDED THAT ALL SOLVENT WELD JOINTS BE MADE AS FOLLOWS: ·CLEAN DRY HUBS AND SPOTS ·PRIMER APPLIED TO PARTS BEING CONNECTED ·PVC SOLVENT WELD CEMENT APPLIED DIRECTLY OVER PRIMER ·PVC TYPE I IS COMPATIBLE FOR SOLVENT WELDING TO SDR-21 OR ANY OTHER PVC TYPE I PIPE MADE TO "STEEL PIPE" OUTSIDE DIMENSIONS 2.FILL SHALL BE PLACED IN 6" LIFTS AND TAMPED AFTER EACH LIFT. 3.AVAILABLE LATERAL/CLEANOUT CONFIGURATIONS: ·4'' x 4'' x 4'' ·6'' x 6'' x 6'' ·6'' x 6'' X 4'' STONE BEDDING; REFER TO "TRENCH AND RESTORATION DETAIL" TO SEWER LATERAL; SDR-21 DWV PVC WYE ASTM D-2665 SCH 40 (TEES NOT ALLOWED) PIPE BACKFILL; REFER TO "TRENCH AND RESTORATION DETAIL" GRAVITY SEWER MAIN AND FORCE MAIN TRENCH TRENCH BACKFILL INITIAL BACKFILL HAUNCHING BEDDING 6" MIN. UNDISTURBED MATERIAL TRENCH WIDTH TO BE PIPE OUTSIDE DIAMETER + 36" FORCE MAIN 5' MIN. 12 " M I N . PIPE SPRING LINE 12" MIN. OVER ROCK OR UNSUITABLE SOIL FORCE MAIN/GRAVITY SEWER MAIN SEE PLANS FOR PIPE SIZE AND TYPE. PIPE MATERIALS SEE UTILITY PLANS FOR PIPE SIZE AND MATERIAL NOTES: 1.ALL TRENCHING TO BE IN ACCORDANCE WITH OSHA STANDARDS AND VERMONT DEPT. OF LABOR CODE 2.BEDDING, HAUNCHING AND INITIAL BACKFILL SHALL CONSIST OF CRUSHED STONE BEDDING 3.TRENCH BACKFILL - BACKFILL UNDER ROADS, DRIVES, SIDEWALKS, CURBS AND UTILITIES SHALL BE SELECT GRANULAR FILL, PLACED AND COMPACTED IN LIFTS NOT TO EXCEED 6". BACKFILL IN OTHER AREAS SHALL BE A SUITABLE EXCAVATED MATERIAL (NO STONES LARGER THAN 6"), PLACED AND COMPACTED IN LIFTS NO GREATER THAN 6" TO SAFETY COVER. N.T.S. CONCRETE PAD VALVE BOX 6" MECHANICAL JOINT 5' MIN. COVER SQUARE 12" FINISHED GRADE 4"1'-6" TO FACE STREET PUMPER NOZZLE MANUFACTURER APPROVED PLUGGED AS REQUIRED EXTENSION PIECES 3" BREAKAWAY SECTION GATE VALVE 6" HYDRANT (ANCHOR) TEE, MJ NOTES: 1.THE VALVE BOX SHALL BE INSTALLED PLUMB IN RELATION TO VALVE IN WHICH IT CONTROLS. 2.SIMILAR INSTALLATION FOR WATER AND FIRE PROTECTION MAINS. 3.VALVE COVER FOR FIRE PROTECTION MAINS SHALL READ "FIRE". 4.HYDRANT SHALL BE PAINTED RED FOR FIRE PROTECTION AND POTABLE USE AND BLACK FOR RAW WATER AND MAINTENANCE. 4.MATCH NOZZLE THREADS AND OPERATING DIRECTION TO EXISTING HYDRANTS. 5.CONTRACTOR SHALL PROVIDE CHAIN WITH I.D. TAG ON ALL NEW HYDRANTS (BLACK HYDRANTS LABELED AS NON-POTABLE). CHAIN AND TAG SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION. ALL EXISTING HYDRANTS SHALL BE REMOVED OR REPLACED AS SHOWN ON PLANS. SEE PLANS FOR NUMBERING SEQUENCE. 6.HYDRANT THRUST BLOCKS SHALL BE PROVIDED AS FOR A DEAD END AT LOCATIONS SHOWN ON THE DETAIL AND/OR AS REQUIRED BY THE OWNER. THRUST BLOCKS AT HYDRANTS SHALL BE USED TO COINCIDE WITH RESTRAINED JOINTS (NOT AS A REPLACEMENT). 7.STAINLESS STEEL, THREADED ROD JOINT RESTRAINTS SHALL BE INSTALLED BETWEEN THE TEE FITTING AND VALVE, AS WELL AS THE VALVE AND HYDRANT ASSEMBLY. 8.THE HYDRANT DRAIN HOLE SHALL BE KEPT UNOBSTRUCTED, CARE SHALL BE USED TO KEEP THRUST RESTRAINTS FROM BLOCKING DRAIN HOLE. IF THE HYDRANT DRAIN IS LOCATED WITHIN 10'-0" OF A SANITARY SEWER OR STORM DRAIN, OR IF GROUNDWATER IS FOUND WITHIN 6'-6" OF FINISHED GRADE, THE HYDRANT DRAINS SHALL BE PLUGGED. 9.BELOW GRADE VALVES SHALL BE POLYWRAPPED. EO P O R F A C E O F C U R B MUELLER SUPER CENTURION 250 MODEL A-423 OR APPROVED EQUAL HYDRANT TO HAVE ONE 5-1/4" MAIN VALVE, TWO 2-1/2" HOSE OUTLETS, ONE PUMPER NOZZLE, AND PLUG DRAINS IF GROUNDWATER IS ENCOUNTERED. MJ WITH RESTRAINED JOINTS VTRANS ITEM 301.2500 - SUB-BASE COURSE DRIP VALVE (DO NOT PLUG W/ CONCRETE) CONCRETE THRUST BLOCK UNDISTURBED EARTH UNDISTURBED EARTH CONCRETE THRUST BLOCK CONCRETE THRUST BLOCK VTRANS ITEM 301.2500 - SUB-BASE COURSE 2' - 6" MINIMUM PREFERRED AS FAR AS POSSIBLE PREFERRED AS CLOSE AS POSSIBLE FIRE HYDRANT ASSEMBLY N.T.S. (2) - NEW PUMPS TO BE VAUGHN MODEL S3P-090 SUBMERSIBLE CHOPPER PUMP OR APPROVED EQUAL (DUAL ALTERNATING) NEW FLOAT BRACKET UE UE UE UE PROPOSED CONTROL PANEL FLOAT BRACKET 8' I.D. STEEL MANHOLE ADDITIONAL SYSTEM DESIGN REUIREMENTS: INFLUENT SEWER INV.=313.50' SUSPENDED FLOATS (BACKUP ONLY) 1 1 1 1 PUMP OFF TBD LOW WATER ALARM TBD BOTTOM ELEV. TBD HIGH WATER ALARM TBD PUMP ON TBD 96" INSIDE DIAMETER (ASSUMED) LIFT OUT ASSEMBLY (2) - PROPOSED PUMPS TO BE VAUGHN MODEL S3P-090 SUBMERSIBLE CHOPPER PUMP OR APPROVED EQUAL NOTES: 1. PUMP ALARMS SHALL BE BOTH AUDIBLE AND VISUAL. ALARM PLACEMENT TO BE COORDINATED WITH OWNER. 2. SEVERAL APPURTENANCES IN SECTION MAY BE SHOWN OUT OF LOCATION FOR INFORMATIONAL PURPOSES. 3. PUMPS SHALL BE SIZED TO BE DUAL ALTERNATING PUMPS, EACH CAPABLE OF HANDLING PEAK HOURLY FLOWS WITH ONE UNIT OUT OF SERVICE. 1. PROVIDE BY-PASS CONNECTION 2. PROVIDE BY-PASS SUCTION LINE 3. UTILIZE OUTSIDE DROPS FOR INFLUENT LINES 4. PUMP STATION AND VALVE VAULT MUST BE HIGH POINT WITH POSITIVE SLOPE AWAY FROM STRUCTURE 5. PROVIDE EMERGENCY BACKUP POWER - NATURAL GAS GENERATION 6. FLOAT SYSTEM ONLY NEEDED AS A BACKUP. LEVELS TO BE CONTROLLED BY LEVL TRANSDUCER N.T.S. 4. 0 ' PUMP STATION NEW SUBMERSIBLE PUMP EXISTING RAILS NEW 4" PVC SDR 35 PIPE EXISTING 2" FORCE MAIN EXISTING 2" DUCTILE IRON PIPE NEW GALV. LIFTING CHAIN EXISTING JUNCTION BOX WITH WATERTIGHT SEALS AND STRAIN RELIEF EXISTING 6" D.I. VENT WITH MUSHROOM CAP EXISTING UNDERGROUND ELECTRIC FROM BUILDING EXISTING ELECTRICAL CONDUIT TO DUPLEX PUMP CONTROL PANEL. CONTRACTOR TO PROVIDE CONTROL PANEL AND ALARMS. COORDINATE FINAL LOCATION WITH DIRECTOR'S REPRESENTATIVE. EXISTING JUNCTION BOX WITH WATERTIGHT SEALS AND STRAIN RELIEF EXISTING LIFT OUT RAIL (TYP.) TO REMAIN - MODIFY AS NEEDED FOR NEW PUMP MOUNTS EXISTING 2" PVC PIPE FORCE MAIN EXISTING 8" I.D. EXISTING STEEL MANHOLE TO REMAIN INV. ±313.50 EXISTING 2" & 3" INFLUENT TO REMAIN EXISTING COVER VENT WITH MUSHROOM CAP TO REMAIN FLEXIBLE MANHOLE BOOT NEW 4" PVC SDR 35 PIPE INV. 313.50 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - D E T S . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T UTILITY DETAILS ---- ---- AJF AJF 18715.02 03/01/2024 MD-04 PERMIT SET MANAGEABLE 2 FOOT CONTAINMENT AREA CATCH BASIN DUMPING STRAPS OPTIONAL OVERFLOW PORTS LIFT STRAPS STORM GATE REINFORCED CORNERS NOTES: 1.CONTENTS SHALL BE REMOVED PRIOR TO 50% CAPACITY & DISPOSED OF AS REQUIRED. INLET PROTECTION N.T.S. NOTES: 1.MIRAFI FILTER FABRIC TO BE SECURED TO FENCE POSTS WITH STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED. 3.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 10' MAX C. TO C. MIRAFI FILTER FABRIC OR EQUAL (STAPLE TO LATHE) EMBEDDED FILTER CLOTH A MIN. OF 6" IN GROUND COMPACTED SOIL 54" MIN. FENCE POST MIRAFI FILTER FABRIC OR EQUAL FLOW 2' +/- 2 1/2' UNDISTURBED GROUND 4" 2' +/- HEIGHT OF FILTER = 2 1/2'. SECTION VIEW 54" MIN. LENGTH FENCE POSTS DRIVEN 2' +/- INTO GROUND. FLO W FLO W SILT FENCE N.T.S. STAKES PER BALE (2) 2"x2"x4' ANCHOR BALES WITH BALES TO BUTT POLYETHYLENE SHEETING BINDING WIRE STRAW BALE (TYPICAL) WOOD STAKE (TYPICAL) 10 MIL 6" MIN DEPTH AGGREGATE 6" MIN IMBEDMENT (TYPICAL) EXISTING GRADE AGGREGATE CONCRETE WASHOUT BLACK LETTERS ON WHITE BACKGROUND GALVANIZED "U" FINISH GRADE CHANNEL POST ALL AROUND POLYETHYLENE SHEETING 10 MIL 12" MIN 3'-0" MIN SOIL EMBEDMENT 7'-0" TO BOTTOM OF SIGN 12 " 18" 12" MAX 18"± 30"± VA R I E S 10' MIN. NOTES: 1.CONTAINMENT MUST BE STRUCTURALLY SOUND AND LEAK FREE AND CONTAIN ALL LIQUID WASTES. 2.CONTAINMENT DEVICES MUST BE OF SUFFICIENT QUANTITY OR VOLUME TO COMPLETELY CONTAIN THE LIQUID WASTES GENERATED. 3.WASHOUT MUST BE CLEANED OR NEW FACILITIES CONSTRUCTED AND READY TO USE ONCE WASHOUT IS 75% FULL. 4.WASHOUT AREA(S) SHALL BE INSTALLED IN A LOCATION EASILY ACCESSIBLE BY CONCRETE TRUCKS. 5.ONE OR MORE AREAS MAY BE INSTALLED ON THE CONSTRUCTION SITE AND MAY BE RELOCATED AS CONSTRUCTION PROGRESSES. 6.AT LEAST WEEKLY REMOVE ACCUMULATION OF SAND AND AGGREGATE AND DISPOSE OF PROPERLY. SIGN SHALL BE PLACED IN A PROMINENT LOCATION AT WASHOUT AREA AREA SEASONAL HIGH GROUNDWATER TABLE CONCRETE WASHOUT N.T.S. EROSION AND SEDIMENT CONTROL PLAN NOTES: 1.THE EROSION AND SEDIMENT CONTROL PLAN IS INTENDED TO REPRESENT A CONCEPTUAL APPROACH TO EROSION AND SEDIMENT CONTROL. IT IS FURTHER INTENDED THAT THE OWNER AND CONTRACTOR SHALL IMPLEMENT PRACTICES, AS REQUIRED, TO CONTROL EROSION AND SEDIMENT IN ACCORDANCE WITH THE VERMONT STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL AND SWPPP. 2.INSTALL SILT FENCE, AND ALL OTHER EROSION CONTROL MEASURES AS INDICATED ON THE PLAN PRIOR TO THE START OF ANY EXCAVATION WORK. EROSION CONTROL MEASURES WILL BE IMPLEMENTED IN ACCORDANCE WITH THE VERMONT STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, VERMONT STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION AND THE GOVERNING MUNICIPALITY REQUIREMENTS. 3.REMOVE AND STOCKPILE TOPSOIL IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLAN. REPLACE TOPSOIL TO A MINIMUM 4" DEPTH. ALL DISTURBED AREAS ARE TO BE HYDROSEEDED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLANS. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND REMOVAL OF TEMPORARY SEDIMENTATION CONTROLS, INCLUDING INLET PROTECTION AND SILT FENCE. EROSION CONTROL MEASURES SHALL NOT BE REMOVED BEFORE AREAS HAVE BEEN PROPERLY STABILIZED. 5.CONTRACTOR SHALL MAINTAIN A STOCK PILE OF EROSION AND SEDIMENT CONTROL MEASURES ON SITE AS INDICATED ON THE PLAN. 6.NO PETROLEUM PRODUCTS ARE TO BE STORED ON SITE WITHOUT PRIOR APPROVAL OF THE LOCAL STORMWATER INSPECTOR. ANY PETROLEUM ON SITE WILL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL GOVERNMENT REGULATIONS. 7.WRAP YARD INLET GRATES IN FILTER FABRIC PROGRESSIVELY AS STORM SEWER AND YARD INLETS ARE INSTALLED. 8.ALL EROSION CONTROL MEASURES ARE TO BE REPLACED WHENEVER THEY BECOME CLOGGED OR INOPERABLE AND SHALL BE REPLACED AT A MINIMUM OF EVERY 3 MONTHS. 9.JUTE MESH WILL BE USED ON SLOPES STEEPER THAN 3:1 AND WHEREVER NECESSARY TO CONTROL EROSION AND SILTATION OF EXISTING DRAINAGE SYSTEMS AS ORDERED BY THE ENGINEER. 10.ALL DISTURBED AREAS SHALL BE FINISH GRADED TO PROMOTE VEGETATION ON ALL EXPOSED AREAS AS SOON AS PRACTICABLE. STABILIZATION PRACTICES (TEMPORARY/PERMANENT SEEDING, MULCHING, GEOTEXTILES, ETC.) MUST BE IMPLEMENTED WITHIN SEVEN (7) DAYS WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, AND NOT EXPECTED TO RESUME WITHIN FOURTEEN (14) DAYS. 11.ALL RIP-RAP OUTLET PROTECTION TO BE CONSTRUCTED PER VDEC STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. 12.CONTRACTOR SHALL TAKE THE NECESSARY MEASURES, INCLUDING WATER SPRINKLING, TO PROVIDE DUST CONTROL DURING CONSTRUCTION. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL TEMPORARY AND PERMANENT EROSION CONTROL FEATURES THROUGHOUT THE DURATION OF CONSTRUCTION. A.ALL SEDIMENT TRAPPING DEVICES AND INLET PROTECTION DEVICES SHALL BE CLEANED OF ACCUMULATED SILT WHEN STORAGE CAPACITY HAS BEEN REDUCED BY 50% OF THEIR DESIGN CAPACITY. B.ALL SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCE AND STRAW BALES WHEN IT ACCUMULATES TO A MAXIMUM HEIGHT OF 6". C.AFTER VEGETATION HAS BEEN SUBSTANTIALLY ESTABLISHED, EXCAVATE SWALES OF ACCUMULATED SILT. RE-ESTABLISHED VEGETATION ON DISTURBED AREAS. D.SEDIMENT COLLECTED BY EROSION CONTROL MEASURES SHALL BE DISPOSED OF BY SPREADING ON-SITE OR HAULED AWAY IF DETERMINED TO BE UNSUITABLE FOR FILL. 14. ALL DISTURBED AREAS SHALL BE STABILIZED, HYDROSEEDED WITHIN 7 DAYS OF CEASED CONSTRUCTION ACTIVITY. 15. TOTAL PROJECT DISTURBANCE AREA PER THE VDEC SPDES STANDARDS IS 0.23 ACRES.THIS INCLUDES THE FOLLOWING AREAS: A.CONCRETE ENTRANCE WAY TO BUILDING FRONT ENTRANCE B.CONCRETE SIDEWALK TO BUILDING SIDE ENTRANCE C.INSTALLATION OF BIORETENTION BASIN D.NEW PARKING LOT ENTRANCE & BUS LOADING AREA E.PARKING LOT EXPANSION AREA F.EXISTING PARKING LOT REDUCTION AREA 16. ALL AREAS TO REMAIN AS PERVIOUS VEGETATED AREAS SHALL BE RESTORED IN ACCORDANCE WITH THE VERMONT STORMWATER MANAGEMENT DESIGN MANUAL 17. RUNOFF SHOULD NOT BE ALLOWED INTO BIO-RETENTION AREA UNTIL ALL CONTRIBUTING AREAS AND BIO-AREA HAVE BEEN STABILIZED. IF SEDIMENT IS BUILT UP HERE IT SHOULD BE REMOVED AND REPLACED WITH BIO-RETENTION SOIL Signature: ___________________________ Date: _________ Designer Certification I hereby certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. I hereby certify that this Erosion Prevention and Sediment Control Plan was prepared in conformance with the requirements of DEC’s General Permit for Stormwater Runoff from Construction Sites (General Permit 3-9020) and DEC’s The Vermont Standards and Specifications for Erosion Prevention and Sediment Control. I also certify that I am knowledgeable in the principles and practices of erosion prevention and sediment control and possess the skills to assess conditions at the construction site that could impact stormwater quality and to assess the effectiveness of any sediment and erosion control measures selected to control the quality of stormwater discharges from the construction activity. POSTS SHALL BE PLACED 2' INTO THE GROUND MAXIMUM DISTANCE OF 8' BETWEEN POSTS NOTES: 1.SAFETY FENCE SHALL BE ULINE 4' STANDARD SAFETY FENCE MODEL NO. S-14713 OR APPROVED EQUIVALENT. 2.SAFETY FENCE POST SHALL BE ULINE 6' STANDARD FENCE POST MODEL NO. H-4637 OR APPROVED EQUIVALENT 6' SAFETY FENCE POST TYP. (SEE NOTE 2) SITE DEMARCATION FENCE N.T.S. CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - D E T S . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T EPSC DETAILS N/A DEL AJF AJF 18715.02 03/01/2024 MD-05 PERMIT SET FD S S S S D D D D D D D D D DD D D D D D D D D D D D D D D D D D D D D DD D D D D D D D D D D D D UG T U G T UG T UG T UGT UGT UG T G 8" ø G T S 8" ø G T R 8" ø G T S 8"ø G T R X X X X > X X 4"POP L A R ( 2 ) VENT P I P E 10"AP P L E14"MA P L E 14"MA P L E CON C . W A L K GATE 11 12 23 21 EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING BETA LEASE LINES` BETA TECHNOLOGY MASTER PLAN BOUNDARY OVERALL AIRPORT PROPERTY LINE VERMONT FLIGHT ACADEMY LEASE LINE CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - M A S T E R P L A N L I M I T S . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T MASTER PLAN LIMITS 1"=80' ---- AJF AJF 18715.02 03/01/2024 MP-01 PERMIT SET SCALE 0 80 160 240 FT LEGEND PROPOSED EXISTING PAVEMENT REHABILITATION PROPOSED NEW FULL DEPTH PAVEMENT EXISTING IMPERVIOUS AREAS TO BECOME LAWN EXISTING BUILDINGS BETA MASTER PLAN BOUNDARY LEASE LINES PROPERTY LINES FD S S S S D D D D D D D D D DD D D D D D D D D D D D D D D D D D D D D DD D D D D D D D D D D D D UG T U G T UG T UG T UGT UGT UG T G 8" ø G T S 8" ø G T R 8" ø G T S 8"ø G T R X X X X > X X 4"POP L A R ( 2 ) VENT P I P E 14"MA P L E 14"MA P L E CON C . W A L K GATE 10"AP P L E 11 12 23 21 EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING BETA LEASE LINES` BETA TECHNOLOGY MASTER PLAN BOUNDARY OVERALL AIRPORT PROPERTY LINE VERMONT FLIGHT ACADEMY LEASE LINE EXISTING UTILITY EASEMENT ZONING BOUNDARY 1 1 CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - M A S T E R P L A N L I M I T S . D W G NOT FOR CONSTRUCTION 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM 81 Maple Street▪ Burlington VT 05401 802▪864▪6844▪ www.fffinc.com Architecture▪ Planning▪ Interiors BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T MASTER PLAN LIMITS 1"=80' ---- AJF AJF 18715.02 03/01/2024 MP-01 PERMIT SET SCALE 0 80 160 240 FT LEGEND PROPOSED EXISTING PAVEMENT REHABILITATION PROPOSED NEW FULL DEPTH PAVEMENT EXISTING IMPERVIOUS AREAS TO BECOME LAWN EXISTING BUILDINGS BETA MASTER PLAN BOUNDARY LEASE LINES PROPERTY LINES EXISTING UTILITY EASEMENT ZONING BOUNDARY 1 4/10/2024 CITY COMMENTS 1 HOUR RATING 2 HOUR RATING FE OR FEC AP FDC SP 3 HOUR RATING RATED CONSTRUCTION: ACCESSIBLE PERIMETER BUILDING FRONTAGE: 1/2 HOUR RATING OTHER: WALL/PARTITION CEILING/ FLOOR ASSEMBLY ABOVE SMOKE BARRIER CODE RELATED DISTANCE OR PATH OF TRAVEL FIRE EXTINGUISHER (CABINET) LOCATION FIRE ALARM ANNUNCIATOR PANEL FIRE DEPARTMENT CONNECTION STAND PIPE EXIT SIGN LOCATION EXIT, EXIT CAPACITY AND NUMBER USING EGRESS COMPONENT EXIT EXIT EXIT SMOKE PARTITION NAME CAP.OCC. CODE PLAN LEGEND CODE SUMMARY BUILDING IS FULLY PROTECTED WITH AN NFPA-13 SPRINKLER SYSTEM CONSTRUCTION TYPE: (NFPA 101) [IBC] UNPROTECTED NON-COMBUSTIBLE (II-000) [IIB] USE GROUP: (NFPA 101) [IBC] BUILDING IS TREATED AS MIXED USE; UNSEPARATED AND SEPARATED OCCUPANCY SHOPS / AIRCRAFT HANGAR (STORAGE) [S-1] CLASSROOMS (EDUCATION) [E] CIRCULATION / OFFICES/ SUPPORT (BUSINESS) [B] BUILDING HEIGHT EXISTING MID-POINT OF ROOF +/- 43' - 6" STORIES 1 SQUARE FOOTAGES EXISTING (20 GSF DE MINIMIS ADD) LEVEL 1 34,175 GSF MEZZANINE 2,600 GSF TOTAL 36,775 GSF BUILDING AREA EXISTING (20 GSF DE MINIMIS ADD) GROUND LEVEL 34,175 GSF OCCUPANCY: SEE SUMMARY ON CODE PLAN FIRE RESISTANCE RATINGS (IN HOURS) EXTERIOR BEARING WALLS:N/A EXTERIOR NONBEARING WALLS UP TO 50' SEPARATION:2 HRS EXTERIOR NONBEARING WALLS GREATER THAN 50' SEPARATION:0 INTERIOR BEARING WALLS SUPPORTING MORE THAN ONE FLOOR, COLUMNS, OR OTHER BEARING WALLS:N/A INTERIOR BEARING WALLS SUPPORTING A ROOF ONLY:N/A INTERIOR CORRIDOR WALLS:SMOKE PART. INTERIOR WALL SEPARATING HANGAR FROM OTHER BUILDING AREAS:1 HR OTHER INTERIOR NONBEARING WALLS:PER PLAN COLUMNS SUPPORTING MORE THAN ONE FLOOR, COLUMNS, OR OTHER BEARING WALLS:0 COLUMNS SUPPORTING A ROOF ONLY:0 BEAMS, GIRDERS, TRUSSES, AND ARCHES SUPPORTING MORE THAN ONE FLOOR, COLUMNS, OR OTHER BEARING WALLS:0 BEAMS, GIRDERS, TRUSSES, AND ARCHES SUPPORTING A ROOF ONLY:0 FLOOR CONSTRUCTION:0 ROOF CONSTRUCTION:0 ELEVATORS, STAIRS AND SHAFTS UP TO 3 STORIES N/A ELEVATORS, STAIRS AND SHAFTS 4 OR MORE STORIES N/A ADDITIONAL NOTES DESIGN TO MEET REQUIREMENTS OF VERMONT COMMERCIAL BUILDING ENERGY STANDARDS (2023). SEE MECHANICAL AND ELECTRICAL DIVISIONS FOR ADDITIONAL CBES STATEMENTS. PRESCRIPTIVE CODE STANDARDS FOR BUILDING COMPONENTS MODIFIED AS PART OF RENOVATION PROJECT: ROOF: NONE* WALL, ABOVE GRADE: R-20ci WALL, BELOW GRADE: NONE* SLAB-ON-GRADE, UNHEATED: NONE* SWINGING OPAQUE DOOR: U-0.37 SECTIONAL DOOR: R-10 FIXED FENESTRATION: U-0.33 OPERABLE FENESTRATION: U-0.37 ENTRANCE DOORS: U-0.68 SKYLIGHTS: U-0.48 SHGC AT WINDOWS/DOORS: 0.40 MAX SHGC AT SKYLIGHTS: 0.38 MAX * EXISTING BUILDING WITH EXISTING ROOF AND SLAB ON GRADE SEE NOTES ON SECTION REGARDING CONDITIONS AREAS TBD - CBES C406 "ADDITIONAL EFFICIENCY PACKAGE OPTIONS" State Codes • Vermont Fire and Building Safety Code 2015 edition • Vermont Electrical Safety Rules 2017 edition Vermont Plumbing Rules 2018 edition • Vermont Elevator Safety Rules 2014 edition • Vermont Access Rules (ADA) 2012 edition • Vermont Commercial Building Energy Standards 2023 edition • VOSHA - Safety & Health Standard Model Codes Adopted by Inclusion or Reference • NFPA 1 Uniform Fire Code 2015 edition • NFPA 101 Life Safety Code 2015 edition • International Building Code (IBC) 2015 edition • NFPA 70 National Electrical Code 2017 edition • ICC International Plumbing Code 2018 edition • The National Board Inspection Code, 2015 edition National Board of Boiler & Pressure Vessel Inspectors Federal Guidance • 2010 ADA Standards for Accessible Design 2010 edition Building Type Specific Code • NFPA 409 Standard on Aircraft Hangars 2016 edition APPLICABLE CODES LIST NOT INCLUSIVE OF ALL RELEVANT, APPLICABLE OR REFERENCED CODES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 A B C D E F G H I SHOP 2 - H.S. 3831 SF 50 SF/Occ. 77 Occupants SHOP 1 - H.S. 3441 SF 50 SF/Occ. 69 Occupants STORAGE 241 SF 500 SF/Occ. 1 Occupants MECHANICAL 287 SF 500 SF/Occ. 1 OccupantsLOBBY, OFFICES, UTILITIES, CIRC. 4393 SF 100 SF/Occ. 44 Occupants CLASSROOM 1 569 SF 20 SF/Occ. 29 Occupants SHOP 3 - H.S. 3713 SF 50 SF/Occ. 75 Occupants STORAGE 690 SF 500 SF/Occ. 2 Occupants SHOP 4 - ADULT 1796 SF 50 SF/Occ. 36 Occupants CLASSROOM 2 611 SF 20 SF/Occ. 31 Occupants CLASSROOM 3 646 SF 20 SF/Occ. 33 Occupants CLASSROOM 4 754 SF 20 SF/Occ. 37 Occupants AVIATION HANGAR 11747 SF 500 SF/Occ. 24 Occupants HANGAR DOOR Not Enclosed Area Uses General (Business Use) Classroom Education-Vocational Storage and Servicing Storage OCCUPANCY COMPARISON MAX BY CODE SF MAX BY VT-AOE REGULATIONS PROGRAM 1 - SHOP AND CLASSROOM 98 16 STUDENTS + 2 TEACHERS PROGRAM 2 - SHOP AND CLASSROOM 108 16 STUDENTS + 2 TEACHERS PROGRAM 3 - SHOP AND CLASSROOM 108 16 STUDENTS + 2 TEACHERS PROGRAM 4 - SHOP, CLASSROOM, AND HANGAR 97 25 STUDENTS + 2 TEACHERS LOBBY, OFFICES, UTILITIES, CIRC. + STORAGE 49 N/A - ASSUME 30 VISITORS TOTAL OCCUPANCY 460 - EGRESS DESIGN BASIS 111 - MAXIMUM ANTICIPATED USE RESTROOMS - 4 WCS, ALL SINGLE OCCUPANT EDUCATIONAL FACILITIES = 1 WC PER 50 OCCUPANTS = 200 OCCUPANT CAPACITY NOTE: CURRENT FACILITIES SERVING THESE PROGRAM SPACES WORK WELL WITH 3 TOTAL RESTROOMS, CONSISTENT WITH OCCUPANCY BY VT-AOE REGULATIONS. RATED HANGAR WALL EXTENDS ABOVE MEZZANINE MECHANICAL 224 SF 500 SF/Occ. 1 Occupants 18 2' 143' 1 7 3' 142' 108' 64'+29'+39' = 132' 15 16 C.1 A.1 KNOX BOX ANNUNCIATOR PANEL KNOX BOX REMOTE ANNUNCIATOR PANEL N N - PROJECT NORTH T - TRUE NORTH m - MAGNETIC NORTHTm4'0 8' 16' GRAPHIC SCALE 1 2 3 4 5 6 7 8 9 10 11 12 1314 A B C D E F G H I STORAGE 2142 SF 500 SF/Occ. 5 Occupants MECHANICAL 460 SF RATED CEILING OVER SPACE BELOW RATED CEILING OVER SPACE BELOW 64' 6 4 ' 29' 15 16 C.1 A.1 OF CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE 1 2 3 4 5 6 7 8 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECT DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. E D C B A F 1 2 3 4 5 6 7 8 T-18715.02 426 INDUSTRIAL AVENUE, SUITE 146 WILLISTON, VT 05495 P: (802)862-9381 WWW.MJINC.COM BU R L I N G T O N S C H O O L D I S T R I C T BU R L I N G T O N , V E R M O N T BU R L I N G T O N A V I A T I O N T E C H N I C A L C E N T E R F E D C B A F F 9 9 10 10 81 Maple Street ▪Burlington VT 05401 802▪864▪6844 ▪www.fffinc.com Architecture ▪Planning ▪Interiors 20 0 D A V I N C I D R I V E , S O U T H B U R L I N G T O N , V T 0 5 4 0 3 As indicated BDL Designer Checker 11/17/2023 CODE PLANS G200 Permit Set SCALE:1/16" = 1'-0"G200 2 CODE PLAN GROUND LEVEL SCALE:1/16" = 1'-0"G200 1 MEZZANINE NO. DATE DESCRIPTION S S D D D D D D D D D D 7 + 2 5 7+50 8" ø G T S 8" ø G T R > 4"PO P L A R ( 2 ) VEN T P I P E 10"A P P L E 14"M A P L E 14"M A P L E CO N C . W A L K SD SD GATE EXISTING RETENTION BASIN EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING SUB CATCHMENT AREA #2 130,802 SF (3.00 Ac) SUB CATCHMENT AREA #1 72,335 SF (1.66 Ac) Sub-Cathcment Area #2 Tc RouteSub-Cathcment Area #1 Tc Route BU R L I N G T O N S C H O O L D I S T R I C T EXISTING STORM WATER CONDITIONS BU R L I N G T O N A V I A T I O N T E C H C E N T E R ---- ---- AJF AJF 18715.02 01/12/2024 E-01 SO U T H B U R L I N G T O N , S T A T E O F V E R M O N T PERMIT PLANS -- - - CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE Engineers, Planning & Construction Administration K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - E X S T O R M W A T E R F I G U R E . D W G 426 INDUSTRIAL AVENUE, SUITE 164 WILLISTON, VERMONT 05495 NOT FOR CONSTRUCTION SCALE 0 30 60 90 FT LEGEND PROPOSED HYDRANT PROPOSED PAVEMENT REHABILITATION PROPOSED FULL DEPTH PAVEMENT EXISTING IMPERVIOUS AREAS TO BECOME LAWN PROPOSED SIDEWALK MANDOOR OVERHEAD DOOR S S D D D D D D D D D D 8" ø G T S 8" ø G T R > 4"PO P L A R ( 2 ) VEN T P I P E 10"A P P L E 14"M A P L E 14"M A P L E CO N C . W A L K GATE A2 0 0 1 1 2 6'- 8 3 / 4 " 18 ' - 6 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 3 4 5 6 723 8 ' - 6 3 / 4 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 20 ' - 0 " 19 ' - 0 " 1A3 0 0 EX T E R I O R D U S T CO L L E C T I O N GLA Z E D O V E R H E A D SE C T I O N A L D O O R S 1'-0 3 / 4 " 8 9 10 11 12 13 1 4 I 15 0 C 13 2 C 13 4 D 13 2 D SE C U R E D A V I A T I O N PR O G R A M S A C C E S S SE C U R E D H A N G E R D O O R (E M E R G E N C Y E G R E S S O N L Y ) H SE C U R E D H A N G E R AC C E S S SE C U R E D A V I A T I O N PR O G R A M S A C C E S S - 1 H O U R R A T E D CO I L I N G D O O R SE C U R E D H A N G E R AC C E S S - 1 H O U R RA T E D C O I L I N G D O O R 13 4 C 13 4 B 116 . 1 A 11 6 . 1 B 11 4 D G AD U L T A V I A T I O N NO N - H A N G E R S H O P HIG H S C H O O L AV I A T I O N S H O P AD V A N C E D MA N U F A C T U R I N G S H O P BT C P R O G R A M 4 S H O P AV I A T I O N S H O P S 13 2 BT C S H O P S 11 6 5,2 2 7 S F F HE A D R O O M A T D O O R L I M I T E D A T 27 ' - 1 1 " T O 2 8 ' - 0 " V I A H O R I Z O N T A L P I P E AV I A T I O N H A N G A R 15 0 11 , 4 5 4 S F 6,8 8 4 S F E 3 A 2 0 0 BIC Y C L E P A R K I N G 5 U - R A C K S - 1 0 S P O T S D SE C U R E D H A N G E R AC C E S S 13 4 . 3 PA I N T B O O T H 13 4 . 3 80 S F STO R A G E 13 2 . 2 SE C U R E D H A N G E R AC C E S S C SE C U R E D A P R O N AC C E S S B 150 B AD U L T A V I A T I O N CL A S S R O O M 144 75 4 S F 12 6 S F OF F I C E 143 A 38 ' - 7 1 / 8 " SE C U R E D A P R O N A C C E S S NEW T W O H O U R R A T E D E X T E R I O R W A L L CO N S T R U C T I O N E X T E N D S T O E A V E L I N E A2 0 0 2 13 0 C6'- 0 " 9'-6 " 15 ' - 6 " 16' - 0 " 8'- 7 3 / 4 " 6'-0 " 5'-1 5 / 8 " 27' - 0 " 28' - 4 " 29 ' - 0 " 8'- 0 " 7'- 9 3 / 8 " EX I S T . O V E R H E A D D O O R LO C A T I O N , I N F I L L W A L L 12 ' - 0 " OF F I C E A N D R E C O R D S 141 20 4 S F RE F E R E N C E 139 21 1 S F 6'- 0 " 14 4 143 14 1 13 9 RE S T R O O M 13 6 55 S F RE S T R O O M 13 8 56 S F 136 13 8 LO C A T I O N O F E X I S T I N G PL U M B I N G W A L L CO R R I D O R 13 0 1,0 0 7 S F 135 57 S F JC135 10 3 B 9'- 1 0 " ST R U C T U R A L CR O S S - B R A C I N G 15 0 A OB S E R V A T I O N WIN D O W UP RA T E D W A L L C O N T I N U E S AT M E Z Z A N I N E A B O V E AV I A T I O N C L A S S R O O M 13 3 63 3 S F 310 S F BA T T E R Y 13 4 . 2 97 S F BA T T E R Y 13 4 . 1 10 2 S F OV E R H E A D C O I L I N G FIR E S H U T T E R 1 - H R SE C U R E D A V I A T I O N P R O G R A M S AC C E S S ( E G R E S S T O W A R D N O R T H ON 1 5 S E C O N D A L A R M E D T I M E D E L A Y ) 13 3 AD V . M A N . CL A S S R O O M 12 3 61 1 S F BTC P R O G R A M CL A S S R O O M 121 58 3 S F 108 S F OF F I C E 111 10 6 S F OF F I C E 11 3 13' - 8 7 / 8 " 13 4 . 1 13 4 . 2 13 2 . 1 132 A 13 0 A 13 0 B CO R R I D O R 12 0 26 3 S F 12 3 12 1 11 5 A 10 3 A 113 111 CA T E R I N G K I T C H E N / KIT C H E N E T T E 11 5 22 8 S F EL E C T R I C A N D I T SE R V I C E E N T R Y 103 177 S F SIM U L A T O R A N D SA M P L E S 13 2 . 1 23 6 S F 11 6 . 2 ST O R A G E 116 . 2 130 S F 73 S F JC12 6 12 6 7'- 2 1 / 8 " 56 S F RR124 12 4 6'- 0 " 56 S F RR12 212 2 6'- 0 " GL A Z E D I N F I L L A T CR O S S - B R A C I N G - FR A M E D P A S S A G E OP E N I N G A T M I D - PO I N T WA T E R 1 0 2 SE R V I C E 10 2 70 S F 10 ' - 3 7 / 8 " AM - C O N D I T I O N E D TO O L S 116 . 3 22 7 S F EN T R Y C O M M O N S / BU S W A I T I N G 11 0 1,2 8 3 S F BU S A R R I V A L / PIC K - U P M O N I T O R ST R U C T U R A L CR O S S - B R A C I N G 10 1 B 11 6 . 3 B 11 6 UTI L I T Y 112 38 S F 112 EN T R Y VE S T I B U L E 10 1 11 8 S F 10 ' - 0 " 10 1 A CA N O P Y AB O V E 140'-2"14'-7" 19'-8" 2'-8" 13'-3"6'-0" +/- 6'-6 1/8"6'-4" 9'-3 3/8" 13'-8" 11'-0" 18'-0" 8"20'-0"9'-6"20'-0"20'-0"20'-0"20'-0"20'-0"9'-4"8" 150'± GUIDE RAIL WITH SNOW FENCING 150'± RETAINING WALL 5' WIDE CONCRETE WALKRECONFIGURE/EXPAND PARKING 66 SPACES (26 NET INCREASE) EXISTING RETENTION BASIN 11 11 23 21 EXISTING HANGER BUILDING EXISTING HANGER BUILDING EXISTING HANGER BUILDING PROPOSED BSD AVIATION TECHNICAL CENTER (REHABILITATION OF EXISTING HANGER BUILDING) EXISTING VERMONT FLIGHT ACADEMY BUILDING BETA TECHNOLOGIES BUILDING PROPOSED 35.55'X10' ENTRANCE CANOPY PROPOSED BIORETENTION AREA EXISTING IMPERVIOUS AREAS TO BE REHABILITATED AND REMAIN IMPERVIOUS EXISTING LAWN AREAS TO BE CONVERTED TO IMPERVIOUS AREA SUB CATCHMENT AREA #2 130,802 SF (3.00 Ac) SUB CATCHMENT AREA #1 72,335 SF (1.66 Ac) 317 319 . 0 0 0+ 0 0 1+00 2+00 2+11 0 + 0 0 . 0 0 1+00.0 0 1+17.2 1 0+50.0 0 0 + 0 0 1 + 0 0 1 + 0 3 0+ 0 0 1+ 0 0 1+ 1 1 Sub-Cathcment Area #2 Tc RouteSub-Cathcment Area #1 Tc Route BU R L I N G T O N S C H O O L D I S T R I C T PROPOSED STORM WATER CONDITIONS BU R L I N G T O N A V I A T I O N T E C H C E N T E R ---- ---- AJF AJF 18715.02 01/12/2024 P-01 SO U T H B U R L I N G T O N , S T A T E O F V E R M O N T PERMIT PLANS -- - - CL I E N T : PR O J E C T : DRAWN DESIGNED CHECKED SCALE DATE PROJECT NO.DATE DESCRIPTION DRAWING TITLE DRAWING NUMBER PROJECT MILESTONE Engineers, Planning & Construction Administration K: \ B U R L I N G T O N I N T E R N A T I O N A L A I R P O R T \ T - 1 8 7 1 5 . 0 2 A V I A T I O N T E C H N I C A L D E S I G N \ D R A W \ D R A W I N G S \ S H E E T F I L E S \ 1 8 7 1 5 . 0 2 - I M P . D W G 426 INDUSTRIAL AVENUE, SUITE 164 WILLISTON, VERMONT 05495 NOT FOR CONSTRUCTION SCALE 0 30 60 90 FT LEGEND PROPOSED HYDRANT PROPOSED PAVEMENT REHABILITATION PROPOSED FULL DEPTH PAVEMENT EXISTING IMPERVIOUS AREAS TO BECOME LAWN PROPOSED SIDEWALK MANDOOR OVERHEAD DOOR 37 0 ' 37 0 ' 36 5 ' 36 5 ' 36 5 ' 36 5 ' 360' 360' 36 0 ' 36 0 ' 36 0 ' 360 ' 355 ' 3 5 5 ' 35 5 ' 35 5 ' 35 5 ' 35 5 ' 35 5 ' 355 ' 350 ' 35 0 ' 35 0 ' 350 ' 350 ' 350 ' 350 ' 345 ' 345 ' 34 5 ' 345 ' 345 ' 345 ' 345 ' 345 ' 345 ' 345' 340 ' 34 0 ' 340 ' 34 0 ' 34 0 ' 340 ' 340' 340' 340' 340' 340' 34 0 ' 33 5 ' 335' 33 5 ' 33 5 ' 335' 33 5 ' 335' 335' 335' 335' 335' 335' 335' 335' 33 5 ' 335 ' 335' 335 ' 33 5 ' 335' 330' 330 ' 33 0 ' 330' 330' 33 0 ' 330' 330' 330' 330 ' 330' 330' 325 ' 32 5 ' 325' 325' 32 5 ' 3 2 5 ' 325' 32 5 ' 325 ' 32 5 ' 325' 325' 325' 325' 325' 320 ' 320 ' 320' 320 ' 32 0 ' 320' 320' 32 0 ' 32 0 ' 315 ' 31 5 ' 315 ' 3 1 5 ' 31 5 ' 31 0 ' 31 0 ' 30 5 ' 30 5 ' 30 0 ' SD X X X X X X AE & T X X AT SD SD SD SD SD SD SD SD SD X X X X X SD 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 A E & T AE & T S D E W W W W W W W W W W AE & T AE & T AE & T AE & T AE & T AE & T AE & T SD AE & T AE&T AE&T AE&T AT AT AT AT AE&T AE&T AE&T AE&T AE&T A E & T A E & T AE&T AE&T AE&T AE&T AE&T AT GATE GAT E DISK 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 GAT E GARAGE 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 STE P S PAVED PAVED PAVED CONCRETE WOODS WOODS WOODS BRUSH WOODS WOODS WOODS X X X X SILL 333.5X EXIS T I N G P R O P E R T Y L I N E EXIS 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 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' W I D E C W D E A S E M E N T 100 ' W I D E G M P E A S E M E N T EXI S T I N G P A R C E L L I N E / Z O N I N G L I N E 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 EXIS 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 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 20 ' W I D E E A S E M E N T EX I S T I N G P R O P E R T Y L I N E EX I S T I N G P R O P E R T Y L I N E 30 ' W I D E S E W E R F O R C E M A I N E A S E M E N T 30 ' W I D E S E W E R F O R C E M A I N E A S E M E N T EX I S T I N G P R O P E R T Y L I N E EX I S T I N G P R O P E R T Y L I N E 30 ' W I D E S E W E R F O R C E M A I N E A S E M E N T 30' W I D E S E W E R F O R C E M A I N E A S E M E N T 3000 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' W I D E E A S E M E N T 20 ' W I D E E A S E M E N T 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 E OHE OHE OHE OHE OHE OHE OHE O H E OHE OHE OHE UG C UG C UG C W W W W W W W W W W FM FM FM FM FM FM FM S S S S W W W W W W W W W W S UGE UGE UGE UG C UGC UGC UG C UG C UG C UG C UGE UGE UGE UGE UGE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E UGE E E SMH TMH TMH TMH UG C UG C TMH MH MH MH MH MH MH MHTHH UG E UG E UG E UG E UGE UGE UG E UG E UGE UG C UG C UG C UG C UGC UG C UG C MH U G C U G C U G C U G C UG C U G E U G E UGE MH TMH E E MH EXISTING TRASH COMPACTOR PAD TO REMAIN RAIN GARDEN EXISTING COMMERCIAL BUILDING TO REMAIN 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 OR I G I N A L S H E E T - A R C H E 1 Permit/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" ISSUED FOR PERMIT 11/14/2023 37 0 ' 37 0 ' 36 5 ' 36 5 ' 36 0 ' 36 0 ' 3 5 5 ' 35 5 ' 35 0 ' 34 5 ' 34 0 ' 340 ' 340' 340' 33 5 ' 335' 335' 335' 335' 335' 335 ' 335 ' 33 5 ' 33 5 ' 335' 335 ' 33 5 ' 335' 330' 330' 33 0 ' 330 ' 3 3 0 ' 330 ' 33 0 ' 330' 330' 325' 32 5 ' 325 ' 3 2 5 ' 325' 3 2 5 ' 325 ' 32 5 ' 325' 325' 325 ' 325' 325' 320 ' 320 ' 320 ' 3 2 0 ' 320' 320' 3 2 0 ' 31 5 ' X AE&T X SD SD SD SD X X X X X X X X SD SD SD B B WV WV DDD W B B B OSW WV WV WV B B AE & T AE & T SD S D S D E SD AE & T AE & T AE & T AE & T AE & T AE & T AE & T AE & T AE & T AE & T GAT 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 E EXI S T I N G P A R C E L L I N E / Z O N I N G L I N E E X I S T I N G P A R C E L L I N E / Z O N I N G L I N E EX I S T I N G P A R C E L L I N E / Z O N I N G L I N E 20 ' W I D E E A S E M E N T EX I S T I N G P R O P E R T Y L I N E 30 ' W I D E S E W E R F O R C E M A I N E A S E M E N T 30 ' W I D E S E W E R F O R C E M A I N E A S E M E N T 5 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 E W W W W W W W W W W W W W W W W FM FM FM FM FM FM FM S W W W W W W W W W W W W W W W W S UGE UGE UGE UGE UGE UGE UG C UGC UGC UGC UGC UG C UG C UG C UGC UGE UGE UGE UGE UGE UGE UGE UGE UGE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E UGE UGE UGE E E E SMH TMH TMH TMH UG C UG C UG C UG C MH MH MH MH MH MH MHTHH E UGE UGE U G C U G C U G C U G C UG E U G C UG C UG E U G C U G C U G C UG C U G E U G E U G E U G E U G E UGE UGE MH E E E MH 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 ' 33 5 ' 335 ' WV SILL 333.5X 30 ' W I D E S E W E R F O R C E M A I N E A S E M E N T W W W W W W W W W W W E E E E E E U G C E E E E E (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 OR I G I N A L S H E E T - A R C H E 1 Permit/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) ISSUED FOR PERMIT 11/14/2023 3 7 0 ' 37 0 ' 36 5 ' 36 5 ' 36 5 ' 36 5 ' 36 0 ' 360' 36 0 ' 3 6 0 ' 36 0 ' 360 ' 355 ' 3 5 5 ' 3 5 5 ' 3 5 5 ' 35 5 ' 3 5 5 ' 35 5 ' 350 ' 35 0 ' 35 0 ' 35 0 ' 350 ' 345 ' 34 5 ' 34 5 ' 34 5 ' 345 ' 345 ' 345 ' 340 ' 34 0 ' 34 0 ' 340' 340' 340' 34 0 ' 33 5 ' 335' 33 5 ' 33 5 ' 335' 335' 33 5 ' 33 5 ' 330' X X X X X X X X X X X X AE & T XX X X SD SD SD SD SD AE& T X SD SD SD SD SD SD SD SD SD SD SD BB BBBBB B B B B B B WV WV S OSW S WV W WV WV WV WV W W W AE & T AE & T AE & T AE & T AE & T AE & T AE & T AE& T SD AE & T AE & T AE & T AE&T AE&T AE&T AE&T AT AT AT AT AT AT AT AE&T AE&T A E & T AE&T AE&T AE&T AE&T AE&T A E & T A E & T A E & T A E & T AE&TAT AE&T AE&T AE&T AE&T ATAE&T AE&T AE&T AE&T AE & T AE&T AE&T AE&T AT GAT E TEST STATION TEST STATION GA T E 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 STE P S PAVED CONCRETE WOODS SILL 333.5X EXIS T I N G P R O P E R T Y L I N E 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 E 20 ' W I D E E A S E M E N T EX I S T I N G P R O P E R T Y L I N E EX I S T I N G P R O P E R T Y L I N E 30 ' W I D E S E W E R F O R C E M A I N E A S E M E N T EX I S T I N G P R O P E R T Y L I N E EX I S T I N G P R O P E R T Y L I N E 30 ' W I D E S E W E R F O R C E M A I N E A S E M E N T 30 ' W I D E S E W E R F O R C E M A I N E A S E M E N T 3000 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 ' W I D E E A S E M E N T 20 ' W I D E E A S E M E N T 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 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE O H E O H E O H E O H E O H E OHE OHE OHE OHE OHE UG C UG C UG C UG C UG C UG C W W W W W W W FM FM FM FM FM FM FM S S S UG C UG C UG C UG C UG C E E E E E E E E E E E E E E E E E E E E E TMH TMH UG C UG C UG C UG C TMH U G E UG E UG E UG E UG E UG E UG E UG E UGE UGE UGE UG E UG E UG E UGE UGE UG C UG C UG C UG C UG C UG C UG C UGC UG C UG C UG C UG C MH UG E U G C U G C U G C UG C U G E U G E U G E U G E U G E UGE UGE MH TMH E E CONSERVATION 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 (13) 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 (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 (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 (5) AFR (1) AFR (3) AFa (4) GTR (8) ASR 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 OR I G I N A L S H E E T - A R C H E 1 Permit/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) ISSUED FOR PERMIT 11/14/2023 360' 355 ' 35 5 ' 35 5 ' 35 5 ' 350 ' 35 0 ' 350 ' 345 ' 34 5 ' 345 ' 345' 345' 340' 340' 340' 340' 340 ' 33 5 ' 335' 335 ' SD SD SD SD SD WV WV S OSW S WV W WV WV AE & T AE & T AE&T AE&T AE&T AT AT AT AT AE&T AE&T AE&T A E & T AE&T AE&T AE&T AE&T TEST STATION TEST STATION STE P S EX I S T I N G P R O P E R T Y L I N E EX I S T I N G P R O P E R T Y L I N E 3000 WILLISTON RDN/F MINGLEWOOD PROPERTYMANAGEMENT, LLC 3 CALKINS CTN/F CALKINS FAMILYLIMITED PARTNERSHIP SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S S S S S S UG C UG C UG C UG C UG C UG C UG C UG C UG C UG C UG C UG C UG C UG C UG C UG C UGC UG C D D D EEE E E E E E E E E E E E E E E E E E E E E E TMH TMH OHE OHE OHE OHE OHE O H E OHE OHE UG E UG E UG E UG E UG E UGE UG E E E E E E E E E E E (4) 4" CAL. HONEY LOCUSTS TO REPLACE REMOVED 14" CAL. HONEY-LOCUST 14" HONEY-LOCUST REMOVED DUE TO SIDEWALK CONSTRUCTION (8) 4" CAL. MAPLES AND/OR OAKS TO REPLACE REMOVED 32" CAL. MAPLE 34" CAL. MAPLE REMOVED DUE TO GRADING 32" CAL. MAPLE REMOVED DUE TO GRADING (6) 5 12"-6" CAL. MAPLES AND/OR OAKS TO REPLACE REMOVED 34" CAL. MAPLE PROPOSED STREET TREES SHIFTED TO AVOID CONFLICT WITH NEW BUS SHELTER LOCATION TEMPORARY GRAVEL CONSTRUCTION ROAD TO REMAIN AND BE EXTENDED AS CONNECTION TO RAMP EAST OF A-BUILD BUILDING JOB NO. SCALE DATE LANDSCAPE ARCHITECTURE WAGNERHODGSON NY 518.567.1791 VT 802.864.0010 © WHLA ALL RIGHTS RESERVED 2023 BETA ASSEMBLY ADDITIONAL REPLACEMENT TREES 21-111 1" = 60'-0" 10.27.23 R E P L A C E M E N T T R E E O P T I O N S KEY QTY.SCIENTIFIC NAME COMMON NAME SIZE SPACING TOTAL QUANTITY : 18 - SEE PLAN. QUANTITIES TO BE DETERMINED BASED ON AVAILABILITY FROM SPECIES LISTED BELOW. D E C I D U O U S T R E E S AF TBD Acer x freemanii 'Autumn Blaze'AUTUMN BLAZE FREEMAN MAPLE SEE PLAN AS SHOWN AS TBD Acer saccharum 'Green Mountain'GREEN MOUNTAIN SUGAR MAPLE SEE PLAN AS SHOWN GT 4 Gleditsia triacanthos v. inermis HONEYLOCUST 4" CAL.AS SHOWN QB TBD Quercus bicolor SWAMP WHITE OAK SEE PLAN AS SHOWN QM TBD Quercus macrocarpa BUR OAK SEE PLAN AS SHOWN QR TBD Quercus rubra RED OAK SEE PLAN AS SHOWN p p p p p p p p p p p p D D D D D D D D D D D D D D D D D D D D D D D D D D D OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E O H E OH E OH E OH E OH E OH E O H E OHE OHE OHE OHE OHE OHE OHE OHE TMH TMH TMH TMH MHTHH HH HH HH HH HH HH HH TMH MH MH TMH TMH MH MH MH TMH MH HH TMH HH HH MH TMH TMH TMH TMH MHTHH HH HH HH HH HH HH HH TMH MH MH TMH TMH MH MH MH TMH MH HH TMH HH HH MH FM FM FM FM FM FM FM S S S S S WV WV WV S OSW WV W WV WV WV WV DDD BOULDERS STE P S PAVED GRAVEL GRAVEL GRAVEL CONCRETE WOODS TELPED 3'WIDE/1'TALL DRAINAGE OPENING W W LEVEL 2 MEZZANINE TEMP. ACCESS ROAD EXHIBIT C-202A AS INDICATED \\ u s 0 2 6 1 - p p f s s 0 1 \ w o r k g r o u p \ 1 7 9 4 \ a c t i v e \ 1 7 9 4 5 0 3 5 0 \ t r a n s p o r t a t i o n \ d r a w i n g \ E x h i b i t \ 1 7 9 4 5 0 3 5 0 _ t e m p _ a c c e s s _ r d _ e x h i b i t . d w g 6/ 5 / 2 0 2 4 1 : 2 2 P M B y : Me r k l e , G e o f f r e y © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. PERMIT SET 05-26-2022 ISSUED FOR PERMIT 2021.10.15 REVISED 2021.11.05 REVISED 2022.01.04 REVISED 2022.01.18 REVISED 2022.01.31 REVISED 2022.02.15 REVISED 2022.05.26 \\ u s 0 2 6 1 - p p f s s 0 1 \ w o r k g r o u p \ 1 7 9 4 \ a c t i v e \ 1 7 9 4 5 0 3 5 0 \ t r a n s p o r t a t i o n \ d r a w i n g \ E x h i b i t \ 1 7 9 4 5 0 3 5 0 _ t e m p _ a c c e s s _ r d _ e x h i b i t . d w g 6/ 5 / 2 0 2 4 1 : 2 2 P M B y : Me r k l e , G e o f f r e y © 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 ISSUED FOR PERMIT 2021.01.31