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Home My WebLink AboutAgenda 07_Bourne supplemental plans760 & 764 SHELBURNE RD. & 31 SWIFT ST. SOUTH BURLINGTON, VT SHELBURNE & SWIFT Engineer & Landscape Architect: TRUDELL CONSULTING ENGINEERS (TCE) 478 BLAIR PARK ROAD WILLISTON, VT 05495 (802) 879-6331 Owner/Applicant: GARY BOURNE 414 WEST GROVE MIDDLEBORO, MA 02346 (508) 735-4970 DRAWING INDEX Architect: RABIDEAU ARCHITECTS 550 HINESBURG ROAD SUITE 101 SOUTH BURLINGTON, VT 05403 PROJECT DESCRIPTION: THE PURPOSE OF THIS PROJECT IS TO REDEVELOP THE FORMER GAS STATION AND RESTAURANT SITE AND CONSTRUCT A MULTI-UNIT RESIDENTIAL BUILDING, COMMERCIAL AND FINANCIAL INSTITUTION SPACES. THE PROJECT WILL UTILIZE MUNICIPAL WATER AND SEWER. " LOCAL PERMITTING" SUBMISSION SET (NOT FOR CONSTRUCTION) TCE PROJECT NO: 22-523 04/15/2024 ISSUED FOR PERMITTINGLAST REVISED: USE AND INTERPRETATION OF THE DRAWINGS BEFORE USING THESE PLANS ENSURE THAT YOU HAVE THE LATEST REVISION 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. If unsure, please contact TCE. PERMIT DESCRIPTION: PRELIMINARY & FINAL PLAT TAX ID: PARCEL ID: 1540-00760 SPAN: 600-188-10694 PROJECT LOCATION C0-00 Cover C1-00 Legend & Notes C1-01 Existing Conditions Plan C1-02 Demolition & EPSC Plan C2-00 Overall Site Plan C2-01 Layout & Materials C2-02 Grading Plan C3-01 Utility Plan C4-01 Existing Stormwater Plan C4-02 Proposed Stormwater Plan C8-01 Site Details C8-02 Site Details C8-03 Site Details C8-04 Water Details C8-05 Sanitary Details C8-06 Storm Details C8-07 Storm Details C8-08 EPSC Details C8-09 EPSC Handbook Page 1 C8-10 EPSC Handbook Page 2 LA-1.0 Landscape Plan LA-2.0 Landscape Details LA-2.1 Site Details S1-01 Plat LI-01 Lighting Plan No. 8917 CIVIL JENNIF E R ANN DESA UT E L S ST A T E O F VER M O N T P R O F E SSIONAL E N GI NEER LICE N S E D C2-03 Phasing Plan C3-02 Utility Crossings Plan 卷楦琠却牥整卨敬扵牮攠副慤 16'-8"1'-8"16'-11"3'-01 2"13'-61 2"3'-01 2"10'-4"2'-0"9'-111 2" 78'-91 2" 45 ' - 7 1 2" 9' - 1 1 1 2" 2' - 0 " 26 ' - 1 1 " 3' - 9 " 3' - 0 " 16'-8"20'-2"3'-01 2"13'-61 2"3'-01 2"20'-8" 12 ' - 4 " 3' - 4 " 2' - 7 " 3' - 6 " 21 ' - 3 " EAST ELEVATION (PRIMARY PARKING) NO R T H E L E V A T I O N ( S W I F T P A R K I N G ) SO U T H E L E V A T I O N ( F U T U R E S T O R E ) WEST ELEVATION (SHELBURNE STREET) LONG TERM BICYCLE STORAGE +/- 3,350 SQ. FT. A-1 PROPOSED PLAN JPMORGAN CHASE BANK 720 Shelburne Road 1521451-00 08/23/2023 PROJECT SEAL SCALE PROJECT NO. DATE DRAWING IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. TPG ARCHITECTURE, LLP 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 212.768.0800 | TPGARCHITECTURE.COM 31 PENN PLAZA DOB PAGE NYC DOB NO. CAD FILE NO. DWG NO. SOUTH BURLINGTON Burlington, VT 05403 NO T F O R C O N S T R U C T I O N 1 PROPOSED PLAN SCALE: 1/4"=1'-0" DASHED LINE INDICATES FUTURE PHOTOVOLTAIC PANEL ARRAY AREA. AREA FOR FUTURE PV PANELS SHALL BE CLEAR OF ALL SURFACE-MOUNTED CONDUITS, CONDESATE DRAINS AND OTHER INFRASTRUCTURE. STRUCTURAL LOADING IS 10 PSF AT FLAT ROOFS. 1 ROOF PLAN SCALE: 1/4"=1'-0" A-2 ROOF PLAN JPMORGAN CHASE BANK 720 Shelburne Road 1521451-00 08/23/2023 PROJECT SEAL SCALE PROJECT NO. DATE DRAWING IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. TPG ARCHITECTURE, LLP 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 212.768.0800 | TPGARCHITECTURE.COM 31 PENN PLAZA DOB PAGE NYC DOB NO. CAD FILE NO. DWG NO. SOUTH BURLINGTON Burlington, VT 05403 NO T F O R C O N S T R U C T I O N ACM ROOF EDGE 12'-6" T.O. SLAB 0'-0" T.O. WINDOW OPENING 10'-0" T.O. PARAPET 21'-8" T.O. WINDOW OPENING 19'-0" T.O. PARAPET 24'-9" T.O. PARAPET 22'-11" ACM ROOF EDGE 12'-6" T.O. SLAB 0'-0" T.O. WINDOW OPENING 10'-0" T.O. PARAPET 21'-8" T.O. WINDOW OPENING 19'-0" T.O. PARAPET 24'-9" T.O. PARAPET 22'-11" 1 WEST ELEVATION (SHELBURNE STREET)SCALE: 1/4"=1'-0" 2 NORTH ELEVATION (SWIFT STREET)SCALE: 1/4"=1'-0" A-3 EXTERIOR ELEVATIONS JPMORGAN CHASE BANK 720 Shelburne Road 1521451-00 08/23/2023 PROJECT SEAL SCALE PROJECT NO. DATE DRAWING IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. TPG ARCHITECTURE, LLP 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 212.768.0800 | TPGARCHITECTURE.COM 31 PENN PLAZA DOB PAGE NYC DOB NO. CAD FILE NO. DWG NO. SOUTH BURLINGTON Burlington, VT 05403 NO T F O R C O N S T R U C T I O N TOTAL TRANSPARENT GLAZING PERCENTAGE (MINIMUM 75% REQUIRED): 83% (562 SQ.FT.) TOTAL OPAQUE GLAZING PERCENTAGE: 17% (95 SQ.FT.) PRIMARY STREET GLAZING PERCENTAGE (SHELBURNE ROAD) MINIMUM REQUIRED ACROSS WIDTH OF FACADE: 60%ACTUAL PROVIDED: 63.5% SECONDARY STREET GLAZING PERCENTAGE (SWIFT STREET) MINIMUM REQUIRED ACROSS WIDTH OF FACADE: 40%ACTUAL PROVIDED: 76 % T.O. SLAB 0'-0" T.O. PARAPET 24'-9" T.O. PARAPET 22'-11" T.O. SLAB 0'-0" T.O. WINDOW OPENING 10'-0" T.O. WINDOW OPENING 19'-0" T.O. PARAPET 24'-9" T.O. PARAPET 22-11" T.O. PARAPET 21'-8" JPMORGAN CHASE BANK 720 Shelburne Road 1521451-00 08/23/2023 PROJECT SEAL SCALE PROJECT NO. DATE DRAWING IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. TPG ARCHITECTURE, LLP 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 212.768.0800 | TPGARCHITECTURE.COM 31 PENN PLAZA DOB PAGE NYC DOB NO. CAD FILE NO. DWG NO. SOUTH BURLINGTON Burlington, VT 05403 NO T F O R C O N S T R U C T I O N A-4 EXTERIOR ELEVATIONS 1 EAST ELEVATION (PRIMARY PARKING)SCALE: 1/4"=1'-0" 2 SOUTH ELEVATION (FUTURE STORE)SCALE: 1/4"=1'-0" OH OH OH SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSBSB SB SB SB SB SB SB SB SB SB SB 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP SSSSSSSS CROSSWALK SIGNAL POLE LOT 1: FINANCIAL INSTITUTION ±3,350 SF FFE 212.0 15 7 15 LOT 3: MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 GARAGE ENTRANCE D D LOT 2: MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU ± 3,240 SF FFE 212.0 1 1,840 SF SITE AMENITY SPACE (SNIPPET PARK) 890 SF SITE AMENITY SPACE (SNIPPET PARK) DEDICATED PARKING FOR COMMERCIAL USES ONLY DURING BUSINESS HOURS 1,830 SF SITE AMENITY SPACE (SNIPPET PARK) RAISED CROSSWALK, TYP. RAISED CROSSWALK, TYP. PROPOSED BIORETENTION BASIN, TYP. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PROJECT LOCATION 0 Feet Graphic Scale 20 40 60 15°± VT G r i d M a g n e t i c PARCEL ID: 1540-00760 SPAN: 600-188-10694 Overall Site Plan C2-00 03/01/2024 1" = 20' 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT ZONING DISTRICT INFORMATION: ZONING DISTRICT:C1 R15 OVERLAY DISTRICT:URBAN DESIGN (UDO)/PRIMARY NODE TRANSIT DISTRICT TRAFFIC DISTRICT / ZONE 1 SETBACKS FRONT YARD:30 FT (COMMERCIAL 1) FRONT YARD:10 FT (PROPOSED PUD) SIDE YARD:10 FT REAR YARD:30 FT - N/A - CORNER LOT LOT COVERAGE:70% MAX. BLDG COVERAGE:40% MAX. LOT SIZE:40,000 SF MIN. HEIGHT REQ'S:2 STORIES MIN. PLAN INFORMATION: EXISTING 760 SHELBURNE ROAD LOT SIZE: 17,553 SF / 0.4 AC BUILDING COVERAGE: 4,229 SF / 0.1 AC OR 24.1% TOTAL LOT COVERAGE: 14,901 SF / 0.34 AC OR 84.9% FRONT YARD: SHELBURNE RD: 1,113 SF / 0.03 AC OR 90.3% SWIFT ST: 1,127 SF/ 0.03 AC OR 88.0% 764 SHELBURNE ROAD LOT SIZE: 26,572 SF / 0.61 AC OR 37.1% BUILDING COVERAGE: 2,812 SF / 0.06 AC OR 10.6% TOTAL LOT COVERAGE: 19,914 SF / 0.46 AC OR 74.9% FRONT YARD (SHELBURNE): 431 SF / 0.01 AC OR 43.3% 31 SWIFT STREET LOT SIZE: 16,575 SF / 0.38 AC BUILDING COVERAGE: 6,157 SF / 0.14 AC OR TOTAL LOT COVERAGE: 14,118 SF / 0.32 AC OR 85.2% FRONT YARD (SWIFT): 948 SF / 0.02 AC OR 77.3% LOT INFORMATION: TAX MAP NO. 1540-00760 BOURNE GARY J, V. 188 P 137-8 17,553 SF / 0.42 AC TAX MAP NO. 0700-00031 BOURNE GARY V. 326 P 50-2 16,575 SF / 0.40 AC TAX MAP NO. 1540-00764 764 SHELBURNE RD LLC, C/O GARY BOURNE V. 1035 P 233-4 26,572 SF / 0.61 AC PROPOSED - INDIVIDUAL LOTS 760 SHELBURNE ROAD LOT SIZE: 8,054 SF / 0.18 AC BUILDING COVERAGE: 3,350 SF / 0.08 AC OR 41.6% TOTAL LOT COVERAGE: 5,137 SF / 0.12 AC OR 63.8% FRONT YARD: SHELBURNE RD: 346 SF / 0.007 AC OR 37.7% SWIFT ST: 166 SF / 0.004 AC OR 21.8% 764 SHELBURNE ROAD LOT SIZE: 6,287 SF / 0.14 AC BUILDING COVERAGE: 3,240 SF / 0.07 AC OR 51.5% TOTAL LOT COVERAGE: 5,262 SF / 0.12 AC OR 83.7% FRONT YARD (SHELBURNE): 324 SF / 0.007 AC OR 36.4% 31 SWIFT STREET LOT SIZE: 46,359 SF / 1.06 AC BUILDING COVERAGE: 10,620 SF / 0.24 AC OR 22.9% TOTAL LOT COVERAGE: 35,107 SF / 0.81 AC OR 75.7% FRONT YARD: SHELBURNE RD: 196 SF / 0.004 AC OR 45.6% SWIFT ST: 1,151 SF / 0.03 AC OR 66.3% PARKING:38 SURFACE SPACES 27 GARAGE SPACES TOTAL:65 SPACES PROPOSED - OVERALL PUD 760 SHELBURNE ROAD PUD AREA: 60,700 SF / 1.39 AC BUILDING COVERAGE: ±17,210 SF / 0.40 AC OR 28.4% OVERALL COVERAGE: ±45,506 SF / 1.04 AC OR 74.9% FRONT YARD: SHELBURNE RD: ±866 SF / 0.02 AC OR 39.0% SWIFT ST: ±1,317 SF / 0.03 AC OR 52.7% SNOW STORAGE NOTE: SNOW WILL BE STORED ONSITE IN LANDSCAPE BEDS AND GREEN SPACES WHERE FEASIBLE. SNOW THAT CANNOT BE STORED ONSITE WILL BE REMOVED FROM THE SITE. LOT 1: LOT 2: LOT 3: 16'-8"1'-8"16'-11"3'-01 2"13'-61 2"3'-01 2"10'-4"2'-0"9'-111 2" 78'-91 2" 45 ' - 7 1 2" 9' - 1 1 1 2" 2' - 0 " 26 ' - 1 1 " 3' - 9 " 3' - 0 " 16'-8"20'-2"3'-01 2"13'-61 2"3'-01 2"20'-8" 12 ' - 4 " 3' - 4 " 2' - 7 " 3' - 6 " 21 ' - 3 " EAST ELEVATION (PRIMARY PARKING) NO R T H E L E V A T I O N ( S W I F T P A R K I N G ) SO U T H E L E V A T I O N ( F U T U R E S T O R E ) WEST ELEVATION (SHELBURNE STREET) LONG TERM BICYCLE STORAGE +/- 3,350 SQ. FT. A-1 PROPOSED PLAN JPMORGAN CHASE BANK 720 Shelburne Road 1521451-00 08/23/2023 PROJECT SEAL SCALE PROJECT NO. DATE DRAWING IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. TPG ARCHITECTURE, LLP 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 212.768.0800 | TPGARCHITECTURE.COM 31 PENN PLAZA DOB PAGE NYC DOB NO. CAD FILE NO. DWG NO. SOUTH BURLINGTON Burlington, VT 05403 NO T F O R C O N S T R U C T I O N 1 PROPOSED PLAN SCALE: 1/4"=1'-0" DASHED LINE INDICATES FUTURE PHOTOVOLTAIC PANEL ARRAY AREA. AREA FOR FUTURE PV PANELS SHALL BE CLEAR OF ALL SURFACE-MOUNTED CONDUITS, CONDESATE DRAINS AND OTHER INFRASTRUCTURE. STRUCTURAL LOADING IS 10 PSF AT FLAT ROOFS. 1 ROOF PLAN SCALE: 1/4"=1'-0" A-2 ROOF PLAN JPMORGAN CHASE BANK 720 Shelburne Road 1521451-00 08/23/2023 PROJECT SEAL SCALE PROJECT NO. DATE DRAWING IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. TPG ARCHITECTURE, LLP 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 212.768.0800 | TPGARCHITECTURE.COM 31 PENN PLAZA DOB PAGE NYC DOB NO. CAD FILE NO. DWG NO. SOUTH BURLINGTON Burlington, VT 05403 NO T F O R C O N S T R U C T I O N ACM ROOF EDGE 12'-6" T.O. SLAB 0'-0" T.O. WINDOW OPENING 10'-0" T.O. PARAPET 21'-8" T.O. WINDOW OPENING 19'-0" T.O. PARAPET 24'-9" T.O. PARAPET 22'-11" ACM ROOF EDGE 12'-6" T.O. SLAB 0'-0" T.O. WINDOW OPENING 10'-0" T.O. PARAPET 21'-8" T.O. WINDOW OPENING 19'-0" T.O. PARAPET 24'-9" T.O. PARAPET 22'-11" 1 WEST ELEVATION (SHELBURNE STREET)SCALE: 1/4"=1'-0" 2 NORTH ELEVATION (SWIFT STREET)SCALE: 1/4"=1'-0" A-3 EXTERIOR ELEVATIONS JPMORGAN CHASE BANK 720 Shelburne Road 1521451-00 08/23/2023 PROJECT SEAL SCALE PROJECT NO. DATE DRAWING IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. TPG ARCHITECTURE, LLP 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 212.768.0800 | TPGARCHITECTURE.COM 31 PENN PLAZA DOB PAGE NYC DOB NO. CAD FILE NO. DWG NO. SOUTH BURLINGTON Burlington, VT 05403 NO T F O R C O N S T R U C T I O N TOTAL TRANSPARENT GLAZING PERCENTAGE (MINIMUM 75% REQUIRED): 83% (562 SQ.FT.) TOTAL OPAQUE GLAZING PERCENTAGE: 17% (95 SQ.FT.) PRIMARY STREET GLAZING PERCENTAGE (SHELBURNE ROAD) MINIMUM REQUIRED ACROSS WIDTH OF FACADE: 60%ACTUAL PROVIDED: 63.5% SECONDARY STREET GLAZING PERCENTAGE (SWIFT STREET) MINIMUM REQUIRED ACROSS WIDTH OF FACADE: 40%ACTUAL PROVIDED: 76 % T.O. SLAB 0'-0" T.O. PARAPET 24'-9" T.O. PARAPET 22'-11" T.O. SLAB 0'-0" T.O. WINDOW OPENING 10'-0" T.O. WINDOW OPENING 19'-0" T.O. PARAPET 24'-9" T.O. PARAPET 22-11" T.O. PARAPET 21'-8" JPMORGAN CHASE BANK 720 Shelburne Road 1521451-00 08/23/2023 PROJECT SEAL SCALE PROJECT NO. DATE DRAWING IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. TPG ARCHITECTURE, LLP 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 212.768.0800 | TPGARCHITECTURE.COM 31 PENN PLAZA DOB PAGE NYC DOB NO. CAD FILE NO. DWG NO. SOUTH BURLINGTON Burlington, VT 05403 NO T F O R C O N S T R U C T I O N A-4 EXTERIOR ELEVATIONS 1 EAST ELEVATION (PRIMARY PARKING)SCALE: 1/4"=1'-0" 2 SOUTH ELEVATION (FUTURE STORE)SCALE: 1/4"=1'-0" SSSSSSSS UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UPUPUPUPUP UP UP RIM = 207.51 D D D D D D OH OH OH OH OH OH OH OH OH OH 21 3 214 2 1 6 21 7 213 21 4 21 221 1 21 5 21 6 214 2 1 2 213 2 1 1 21 6 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 N/F GARY BOURNE N/F TKHS LLC N/F LEE THERESA M LIVING TRUST, C/O DUFF AND PHELPS N/F GARY J. BOURNE N/F HANDY MOUNTAHA TRUST 1-STORY BUILDING 2300 SQ. FT. 1-STORY BUILDING 2812 SQ. FT. 1-STORY BUILDING 6157 SQ. FT. 1-STORY BUILDING 1-STORY BUILDING RAMP PAVED DRIVE PAVED DRIVE PAVED DRIVE SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET SHED D D D D D D D D D D D D D D D D D D D D D WASTE OIL TANK TRANSFORMER ON CONCRETE PAD D D D D D 11 6 ' ± 13 7 ' ± 122'± 14 0 ' ± 118'±79'± 7'±45'± 12 5 ' ± 56'± 76'± 99 ' ± 239'± 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W GAS METER SC E SCE SCE ALL OVERHEAD UTILITIES TO BE REMOVED ALL EXISTING UNDERGROUND UTILITIES TO BE REMOVED G G G G G G G G G G G G G G G G G G G G UP UP UP UP UP UP UP UG UG UG UG UPUPUPUP UP UP UPUP W W W W W W W W W W N/F 764 SHELBURNE RD. LLC, C/O GARY BOURNE CONCRETE PAD WITH TANK ACCESS WELLS ALL EXISTING TREES AND VEGETATION TO BE REMOVED B B B B SSSSSSSS ASSUMED LOCATION OF SMH IN INTERSECTION OF SHELBURNE ROAD AND SWIFT STREET RIM = 215.5 CLAY 8" iIN (N) = 206.7 CLAY 10" iIN (E) =207.0 CLAY 10" iOUT(W) = 206.9 LIGHT TO REMAIN AND BE PROTECTED LIGHT TO REMAIN AND BE PROTECTED LIGHT TO BE REMOVED GRAVEL DRIVE GRAVEL DRIVE RIM = 209.0 18" RCP iIN(E) = 202.2 18" RCP iIN(S) =201.3 18" RCP IOUT(W) = 200.6 APPROX. LOCATION PER DIGSAFE MARKINGS EX. 8" DI WATER MAIN (TO BE VERIFIED) APPROX. LOCATION EX. 6" AC WATER MAIN (TO BE VERIFIED) CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGNUTILITY COVER SILT FENCE TO TERMINATE AT EDGE OF CONSTRUCTION ENTRANCES SOIL STOCKPILE (TYP.) LOCATION SHOWN FOR ILLUSTRATIVE PURPOSES AND SUBJECT TO CHANGE DURING CONSTRUCTION EXISTING BUILDING, CURBING, & ASSOCIATED STRUCTURE TO BE REMOVED EXISTING BUILDING, CURBING, & ASSOCIATED STRUCTURE TO BE REMOVED EXISTING BUILDING, CURBING, & ASSOCIATED STRUCTURE TO BE REMOVED SILT FENCE TO BE INSTALLED AROUND PERIMETER OF PROJECT SITE CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED GAS STATION SIGN ROAD WORK SIGN RIM = 207.5 CLOGGED RIM = 213.1 12" CMP iOUT(W) = 208.6 TO BE REMOVED SILT FENCE TO BE INSTALLED PRIOR TO PAVEMENT DEMOLITION PROVIDE INLET PROTECTION AROUND ON SITE CATCH BASINS (TYP.) PROVIDE DIVERSION RIDGE UPSLOPE OF CONSTRUCTION ENTRANCE WHERE SITE IS UPSLOPE OF CONNECTING ROADWAY (SEE DETAIL) PROVIDE DIVERSION RIDGE UPSLOPE OF CONSTRUCTION ENTRANCE WHERE SITE IS UPSLOPE OF CONNECTING ROADWAY (SEE DETAIL) TO BE REPLACED TO BE REMOVED CHAINLINK CONSTRUCTION FENCE TO BE INSTALLED AROUND PERIMETER OF SITE AT PROPERTY LINE PRIOR TO COMMENCEMENT OF DEMOLITION STABILIZED CONSTRUCTION ENTRANCE 24' WIDE X 30' LONG MINIMUM CONSTRUCTION ENTRANCE (TYP.) RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 TO BE REMOVED TO BE REMOVED GRANITE CURB TO BE REMOVED, STOCKPILED, AND EVALUATED FOR REUSE AS APPROPRIATE ASPHALT CUT, TYP. LIGHT TO BE REMOVED Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. 0 Feet Graphic Scale 20 40 60 15°± VT G r i d M a g n e t i c PARCEL ID: 1540-00760 SPAN: 600-188-10694 Demolition & EPSC Plan C1-02 03/01/2024 1" = 20' 22-523 CML CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 1 04/15/2023 CMLStaff Comments REMOVAL NOTES: 1.CONTRACTOR SHALL CONTACT DIG-SAFE (811) AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. 2.CONTRACTOR SHALL COORDINATE WITH THE OWNER/OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL, AND ANY OTHER APPLICABLE REGULATIONS. 2.DEMOLITION SHALL OCCUR AFTER IMPLEMENTATION OF EROSION CONTROL MEASURES IN ACCORDANCE WITH APPLICABLE STATE PERMITS AND EROSION CONTROL PLANS. 3.ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH AND INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 4.IF DISCREPANCIES EXIST BETWEEN THE PLANS AND SITE CONDITIONS, CONTRACTOR SHALL NOTIFY THE ENGINEER AND/OR OWNERS REPRESENTATIVE FOR CLARIFICATION. 5.IN SOME CASES ABANDONED UTILITIES CAN REMAIN AT THE ENGINEER OR OWNER'S DISCRETION. 6.EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE OWNER/OWNER'S REPRESENTATIVE. 7.TREE, SHRUB, AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF THE ENTIRE ROOT SYSTEM AND SATISFACTORY OFF SITE DISPOSAL OF ALL TREE, SHRUBS, STUMPS, VEGETATION, AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. 8.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER/OWNER'S REPRESENTATIVE. 9.CONTRACTOR TO LOCATE AND ABANDON ALL EXISTING WATER SERVICES AT THE CORPORATIONS. CLOSE THE CORPORATIONS, DISCONNECT THE SERVICE LINES, AND WRAP THE SERVICE TAPS IN V-BIO POLYURETHANE. GAS STATION REMOVAL NOTES 1.ALL DEMOLITION AND REMOVAL OF EXISTING FEATURES ASSOCIATED WITH THE PRIOR GAS STATION USE SHALL ADHERE TO VT ENVIRONMENTAL REGULATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ENGINEER REGARDING REQUIRED ENVIRONMENTAL APPROVALS PRIOR TO DEMOLITION. SITE PROTECTION NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACTOR OPERATIONS. 2.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS, AND DRIVES UNLESS OTHERWISE NOTED. 3.AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. 4.CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH VT SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. SITE PREPARATION NOTES: 1.CONTRACTOR SHALL CONTACT DIG-SAFE (811) AT LEAST 48 HOURS PRIOR TO ANY EARTHWORK OR EXCAVATION. 2.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITH THE ENGINEER, LANDSCAPE ARCHITECT, AND/OR OWNER/OWNERS REPRESENTATIVE TO REVIEW THE PROJECT PLANS AND CONSTRUCTION SCHEDULE. 3.ALL EROSION PROTECTION & SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS. 4.CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. D D D D D D OH OH OH 21 3 214 2 1 6 21 7 213 21 4 21 221 1 21 5 21 6 214 21 2 213 2 1 1 216 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSB SB SB SB SB SB SB SB SB 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D DD D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UG UG UG UG SSSSSSSS CROSSWALK SIGNAL POLE UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN SO L . # 3 - 7 5 " BUILT-IN TPCONTROLS D D D D D D D D LOT 1: FINANCIAL INSTITUTION ±3,350 SF FFE 212.0 LOT 3: MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD RD D D D LOT 2: MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU ± 3,240 SF FFE 212.0 D D D D D D DD D D D 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 2 1 6 2 1 5 2 1 1 2 1 2 209 210 211 2 1 1 2 1 0 2 1 2 2 1 3 215 216 21 5 21 6 216.5 21 7 21 5 21 6 2 1 4 21 8 21 8 21 7 215 20 9 20 6 205.5 212 2 1 3 W W W W W W W W W W W W W W S S S S S S S S S FD FD D D D 21 6 2 1 0 2 1 1 20 9 UP UP UP UP 2 1 4 21 5 210 211 212 2 1 3 21 2 2 1 5 21 3 21 4 21 2 21 5 212 212 D D D 2 1 4 W S UD UD UD UD UD UD 2 1 4 POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION 10' x 12' TRANSFORMER w/SCREEN FENCE IF REQ'D BY GMP (8) BIKE SPACES ENCLOSED DUMPSTERPROPOSED 12' WIDE CROSS LOT CONNECTION DROP OFF AREA w/VEHICULAR PAVERS MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL STORMWATER TREATMENT STRUCTURE (TYP.) CONCRETE STAIRS w/STAINLESS STEEL HANDRAILS (TYP.) MODULAR BLOCK WALL (TYP.) FLUSH CURB (TYP.) WOODEN CURVED BACKLESS BENCH (TYP.) STAMPED CONCRETE PAVEMENT 2' BRICK PAVING CONCRETE STAIRS w/STAINLESS STEEL HANDRAILS BOTH SIDES (TYP.) FLUSH CURB (TYP.) ADA SPACE w/VEHICULAR PAVERS DETECTABLE WARNING MODULAR BLOCK RETAINING WALL (TYP.) 4' WOOD PRIVACY FENCE RAISED PLANTER w/MODULAR BLOCK WALL STAMPED CONCRETE PAVEMENT WOODEN CURVED BACKLESS BENCH (TYP.) STORMWATER TREATMENT AREA (TYP.) STAMPED CONCRETE PAVEMENT WOODEN CURVED BACKLESS BENCH (TYP.) CONCRETE STAIRS w/STAINLESS STEEL HANDRAILS (TYP.) MODULAR BLOCK RETAINING WALL (TYP.) MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL (2) BIKE SPACES CONCRETE SIDEWALK MODULAR BLOCK FREESTANDING WALL (TYP.) WOODEN CURVED BACKLESS WALL CAP BENCH EXISTING SHELBRUNE RD LIGHT FIXTURE TO REMAIN, TYP. PAVED BIKE PATH SCULPTURE (TYP.) APPROX. LOCATION FOR REFERENCE ONLY SIGN (2) BIKE SPACES CONCRETE ADA SPACE AND ACCESS AISLE LEGAL LOAD LIMIT SIGN TO MATCH REMOVED SIGN FLUSH CURB (TYP.) 8' SIDEWALK SNOW STORAGE AREA 2 0 9 21 3 214 2 1 6 21 7 SB SB SB SB SB SB SB SB SB SB SB SB SB D D FD FD FD FD FD FD FD FD FD FD D D D D 21 1 21 0 20 9 20 8 21 8 21 7 21 5 20 9 20 6 205.5 W W W W FD FD 212 21 2 212 212 UD UD UD UD UD UD POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. 15°± VT G r i d M a g n e t i c PARCEL ID: 1540-00760 SPAN: 600-188-10694 Layout & Materials C2-01 03/01/2024 1" = 20' 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT GARAGE LEVEL ENTRANCE SCALE: 1" = 20' SEE ARCHITECTURAL PLANS FOR UNDERGROUND PARKING LAYOUT LAYOUT AND MATERIALS NOTES 1.THE DIMENSIONS SHOWN ON THE DRAWINGS SHOW DESIGN INTENT AND MUST BE FIELD VERIFIED PRIOR TO PREPARATION OF SHOP DRAWINGS. 2.ALL LINES ARE PARALLEL, PERPENDICULAR, OR 45 DEGREES TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 3.THE DIMENSIONS OF PAVEMENT AS SHOWN ON THE DRAWINGS ARE TO THE CENTER LINE OF EACH TYPE OF JOINT EXCEPT WHERE PAVEMENT MEETS A VERTICAL FACE; AT THIS LOCATION DIMENSIONS ARE TO THE VERTICAL FACE. 4.DIMENSIONS TO SITE OR BUILDING WALLS ARE TO THE OUTSIDE (OR EXPOSED) FACE OF WALL UNLESS OTHERWISE NOTED. 5.EXPANSION JOINT FILLER AND SEALANT SHALL BE PLACED WHERE CONCRETE PAVEMENT MEETS CURBING, WALLS OR OTHER VERTICAL ELEMENTS, INCLUDING LIGHT BASES, HYDRANTS, BUILDINGS AND BUILDING COLUMNS, WALLS, STAIRS AND AT OTHER CONDITIONS AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL REQUEST THE PRESENCE OF THE LANDSCAPE ARCHITECT TO REVIEW THE LAYOUT OF EXPANSION JOINTS PRIOR TO PLACING FINISHED WORK. 6.EXPANSION JOINTS SHALL BE LOCATED 25' - 30' O/C, MAX. 7.WHERE NEW PAVING OR EARTHWORK MEETS EXISTING PAVING OR EARTHWORK, SMOOTHLY BLEND LINE OF EXISTING WITH NEW. 8.RESTORE EXISTING CONDITIONS AS NECESSARY IN ALL AREAS DISTURBED BY THE CONSTRUCTION OF THIS PROJECT, INCLUDING, BUT NOT LIMITED TO, RESETTING SITE IMPROVEMENTS, REPAVING AND SEEDING. 0 Feet Graphic Scale 20 40 60 1 04/15/2024 LETStaff Comments RIM = 207.51 D D D D D D OH OH OH 21 3 214 2 1 6 21 7 213 21 4 21 221 1 21 5 21 6 214 2 1 2 213 2 1 1 216 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D DD D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UG UG UG UG SSSSSSSS ASSUMED LOCATION OF SMH IN INTERSECTION OF SHELBURNE ROAD AND SWIFT STREET RIM = 215.5 CLAY 8" iIN (N) = 206.7 CLAY 10" iIN (E) =207.0 CLAY 10" iOUT(W) = 206.9 APPROX. LOCATION PER DIGSAFE MARKINGS EX. 8" DI WATER MAIN (TO BE VERIFIED) APPROX. LOCATION EX. 6" AC WATER MAIN (TO BE VERIFIED) CROSSWALK SIGNAL POLE UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 SO L . # 3 - 7 5 " BUILT-IN TPCONTROLS D D D D D D D D LOT 1: FINANCIAL INSTITUTION ±3,350 SF FFE 212.0 LOT 3: MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 DA 3 BIO DA 1 BIO FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD RD D DA 7 BIOD D LOT 2: MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU ± 3,240 SF FFE 212.0 D D D D D D DD D D D 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 2 1 6 2 1 5 2 1 1 2 1 2 209 210 211 2 1 1 2 1 0 2 1 2 21 3 215 216 21 5 21 6 216.5 21 7 21 5 21 6 21 4 21 8 21 8 21 7 215 20 9 20 6 205.5 212 2 1 3 W W W W W W W W W W W W W W S S S S S S S S S FD FD D D D 21 6 2 1 0 2 1 1 20 9 UP UP UP UP 2 1 4 21 5 210 211 212 2 1 3 21 2 2 1 5 21 3 21 4 21 2 21 5 212 212 D D D 2 1 4 W S UD UD UD UD UD UD 2 1 4 SMH #2 RIM = 214.25 8" iIN = 205.46 6" iIN = 205.50 8" iOUT = 205.36 6" iOUT = 209.00SMH #3 RIM = 211.00 6" iIN (2) = 206.00 8" iOUT = 205.90 6" iOUT = 207.2 6" iOUT = 206.30 8" CLASS 52 DI 1.5" TYPE K COPPER CONNECT TO EXISTING 8" DI PIPE WITH 8"X8" TEE, (3) 8" GATE VALVES SECURED WITH FOSTER ADAPTERS, AND & THRUST BLOCK 1.5" WATER SERVICE CONNECTION WITH 1.5" CURB STOP POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION FIRE PROTECTION HYDRANT 6" C L A S S 5 2 D I 8"X4" TEE, 8"X6" REDUCER, 6" GATE VALVE, AND 4" GATE VALVE TO 4" CLASS 52 DI DOMESTIC SERVICE 8"X6" TEE, 8" GATE VALVE, AND 6" GATE VALVE TO 6" CLASS 52 DI FIRE SERVICE 10' x 12' TRANSFORMER w/SCREEN FENCE IF REQ'D BY GMP DMH2 RIM = 212.0 18" iIN (E) = 208.00 18" iIN (S) = 201.49 18" iOUT (W) = 201.39 FILTERRA INTERNAL BYPASS BIOSCAPE 4'X6' MEDIA BAY (TOP FLUSH WITH TOP OF CURB) TOP OF SYSTEM = 214.25 CURB INLET = 213.75 8" iOUT = 210.42 4" FOOTING DRAIN ASSUMED INV = 205.0 FILTERRA PEAK DIVERSION 6X10' MEDIA BAY CURB INLET = 210.5' 12" iOUT ~ 207.17' DMH4 RIM = 211.3 12" iIN (E) = 206.0 18" iIN (S) = 201.86 18" iOUT (N) = 201.76 OUTLET STRUCTURE 1 18" OVERFLOW GRATE = 215.80 12" iOUT = 212.0 OUTLET STRUCTURE 2 18" OVERFLOW GRATE = 210.50 16"WX3"H ORIFICE = 209.71 12" iOUT = 206.0 FILTERRA INTERNAL BYPASS BIOSCAPE 4'X6' MEDIA BAY 6" iIN = 210.5 6" iOUT = 207.8' OUTLET CONTROL STRUCTURE 4 RIM = 211.5 12" iIN (S) = 206.3 1"Ø ORIFICE = 206.3 WEIR ELEV. = 209.8 12" iOUT (W) = 206.3 FILTERRA INTERNAL BYPASS BIOSCAPE 4'X6' MEDIA BAY PARKING LOT CURB INLET = 208.4' NW CORNER INLET (TOP OF MEDIA) = 207.6' 8" iOUT ~ 205.2' DMH 1 RIM = 210.5 12" iIN (NE) = 205.0 18" iIN (E) = 201.15 18" iOUT (NW) = 201.05 DMH 5 RIM = 211.85 12" iIN (E) = 202.39 6" iIN (FOOTING DRAIN) = 204.0 WITH FLAPPER VALVE AT END 8" iIN (W) = 202.39 18" iOUT (N) = 202.29 OUTLET STRUCTURE 3 18" OVERFLOW GRATE = 206.65 4"WX2"H ORIFICE = 205.85 12" iOUT = 202.50 DMH 6 RIM = 209.0 8" iIN (S) = 204.0 8" iOUT (E) = 203.9 EXTENDED DETENTION THREE - 48" HDPE X 80' INVERT = 206.3 FILTERRA INTERNAL BYPASS BIOSCAPE 6'X6' MEDIA BAY CURB INLET = 211.0 8" iOUT = 207.8' CURB INLET = 208.4 CB1 (DEEP SUMP) RIM = 213.60 12" iOUT = 210.30 DMH 3 RIM = 214.3 12" iIN (E) = 210.0 8" iIN (S) = 209.17 18" iOUT (W) = 208.30 TRENCH DRAIN AT ENTRANCE TO GARAGE WITH DEEP SUMP AT OUTLET (SEE DETAIL) GRATE = 207.0 6" ROOF DRAIN iOUT = 215.25 CB2 (DEEP SUMP) WITH CURB INLET INLET ELEV. = 210.90 8" iOUT = 209.106" ROOF DRAIN PEASTONE DIAPHRAGM (TYP.) YARD DRAIN RIM = 214.5 6" iOUT = 207.0 12" & 8" INV.'S = 209.00 CB2 (6' DIAMETER) RIM = 209.0 EX. 18" iIN(E) = 202.2 EX. 18" iIN(S) = 201.3 NEW 18" iIN(SE) = 200.9 EX. 18" iOUT(W) = 200.6 8" S D R 3 5 P V C s= 0 . 0 0 4 f t . / f t . CO CO INSTALL 2" RIGID FOAM INSULATION ABOVE SEWER WHERE <5' COVER SMH #1 CONTRACTOR TO VERIFY ELEVATION OF EXISTING SEWER AND REPORT TO ENGINEER PRIOR TO CONSTRUCTION RIM = 213.70 NEW 8" iIN = 205.20 EX. 10" iIN = 205.20± EX. 10" iOUT = 205.10± 8"X6" TEE, 6" GATE VALVE, AND THRUST BLOCK FIRE PROTECTION HYDRANT 8"X4" TEE, 4" GATE VALVE, AND THRUST BLOCK 4" C L A S S 5 2 D I 2 0 9 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PARCEL ID: 1540-00760 SPAN: 600-188-10694 Utility Plan C3-01 03/01/2024 1" = 20' 22-523 CML CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT "I HEREBY CERTIFY THAT, IN THE EXERCISE OF MY REASONABLE PROFESSIONAL JUDGMENT, THE DESIGN RELATED INFORMATION SUBMITTED WITH THIS APPLICATION IS TRUE AND CORRECT AND THE DESIGN INCLUDED IN THIS APPLICATION FOR A PERMIT COMPLIES WITH THE VERMONT WASTEWATER SYSTEM AND POTABLE WATER SUPPLY RULES." (REF. ENVIRONMENTAL PROTECTION RULES CHAPTER 1 §1-306 (b)). LAST REVISED 02/25/2020 15°± VT G r i d M a g n e t i c 0 Feet Graphic Scale 20 40 60 NOTES: 1.CONTRACTOR TO FIELD VERIFY ELEVATIONS OF EXISTING PIPES AT CONNECTION POINTS AND CROSSINGS. IF THE ACTUAL ELEVATIONS ARE DIFFERENT THAN SHOWN ON SHEET C3-01 AND C3-02, THE CONTRACTOR SHALL NOTIFY THE ENGINEER. 2.PROVIDE 18" VERTICAL SEPARATION AT WATER/SEWER AND WATER/STORMWATER UTILITY CROSSINGS. 3.PROVIDE RIDGED FOAM INSULATION OVER WATER AND SEWER WHERE INADEQUATE COVER (<6' FOR WATER, <5' FOR SEWER). PROVIDE 2" FOAM INSULATION PER 1' OF COMPROMISED COVER. 4.ALL WATER SYSTEM MATERIALS AND INSTALLATION PROCEDURES TO COMPLY WITH CWD SPECIFICATIONS. 5.DI PIPE SHALL COMPLY WITH AND AWWA C151/ANSI A21.51. DI PIPE SHALL BE A MINIMUM THICKNESS CLASS 52, BE CEMENT MORTAR LINED, AND BE GIVEN AN EXTERIOR PETROLEUM ASPHALTIC COATING. 6.4" AND 6" DI PIPE SHALL HAVE NO LESS THAN TWO BRONZE WEDGES INSTALLED AT EACH JOINT. 8" AND LARGER DI PIPE SHALL HAVE NO LESS THAN THREE BRONZE WEDGES INSTALLED AT EACH PIPE JOINT. 7.V-BIO ENHANCED POLYETHYLENE PIPE ENCASEMENT IS REQUIRED FOR ALL DUCTILE IRON PIPE INSTALLATION AND SHALL CONFORM TO CWD STANDARD AND THE CURRENT AWWA C105/ANSI A21.5 STANDARD. 8.POLYETHYLENE ENCASEMENT SHALL PREVENT CONTACT BETWEEN THE PIPE OR FITTINGS AND THE SURROUNDING BACKFILL AND BEDDING MATERIAL AND SHALL BE INSTALLED AS OUTLINED IN SECTION 4.1 OF THE ABOVE AWWA/ANSI STANDARD. LUMPS OF CLAY, MUD, CINDERS, ETC. ON THE PIPE SHALL BE REMOVED PRIOR TO INSTALLATION OF THE POLYETHYLENE ENCASEMENT. DURING INSTALLATION, SOIL OR EMBEDMENT MATERIALS SHALL NOT BE TRAPPED BETWEEN THE PIPE AND POLYETHYLENE. OVERLAP AND ENDS SHALL BE SECURED WITH POLYETHYLENE ADHESIVE TAPE. ALL CUTS, TEARS, PUNCTURES, OR DAMAGE TO THE POLYETHYLENE SHALL BE REPAIRED WITH POLYETHYLENE ADHESIVE TAPE OR WITH A SHORT LENGTH OF POLYETHYLENE SHEET, WRAPPED AROUND THE PIPE TO COVER THE DAMAGED AREA, AND SECURED IN PLACED. BACKFILLING AROUND POLYETHYLENE WRAPPED PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA C600. 1 04/15/2024 CMLStaff Comments D D D D D D OH OH OH 21 3 214 2 1 6 21 7 213 21 4 21 221 1 21 5 21 6 214 2 1 2 213 2 1 1 216 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D DD D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UG UG UG UG SSSSSSSS SO L . # 3 - 7 5 " BUILT-IN TPCONTROLS D D D D D D D D FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD RD D D D D D D D D D DD D D D 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 2 1 6 2 1 5 2 1 1 2 1 2 209 210 211 2 1 1 2 1 0 2 1 2 21 3 215 216 21 5 21 6 216.5 21 7 21 5 21 6 21 4 21 8 21 8 21 7 215 20 9 20 6 205.5 212 2 1 3 W W W W W W W W W W W W W W S S S S S S S S S FD FD D D D 21 6 2 1 0 2 1 1 20 9 UP UP UP UP 2 1 4 21 5 210 211 212 2 1 3 21 2 2 1 5 21 3 21 4 21 2 21 5 212 212 D D D 2 1 4 W S UD UD UD UD UD UD 2 1 4 INV. 12" STRM = 207.30± INV. 8" SWR = 205.28 INV. 18" STRM = 208.21 INV. 6" SWR = 206.18 INV. 12" STRM = 210.38 INV. 6" WATER = 208.00 INV. 8" STRM = 209.81 INV. 8" SWR = 207.08INV. 12" STRM = 209.13 INV. 18" STRM = 201.32 INV. 12" STRM = 209.53 INV. 18" STRM = 201.51 INV. 8" STRM = 209.02 INV. 18" STRM = 201.31 INV. 8" SWR = 205.75 INV. 18" STRM = 201.64 INV. 12" STRM = 207.12 INV. 6" SWR = 206.28 INV. 12" STRM = 207.05 INV. 18" STRM = 201.88 INV. 6" STRM = 207.77 INV. 18" STRM = 202.16 INV. 8" WATER = 204.50± INV. 18" STRM = 200.94 INV. 18" STRM = 208.12 INV. 8" SWR = 205.52 INV. 6" SWR = 207.80 INV. 6" WATER = 205.80 INV. 18" STRM = 209.82 INV. 8" SWR = 205.57 2 0 9 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PARCEL ID: 1540-00760 SPAN: 600-188-10694 Utility Crossing Plan C3-02 03/01/2024 1" = 20' 22-523 CML CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT "I HEREBY CERTIFY THAT, IN THE EXERCISE OF MY REASONABLE PROFESSIONAL JUDGMENT, THE DESIGN RELATED INFORMATION SUBMITTED WITH THIS APPLICATION IS TRUE AND CORRECT AND THE DESIGN INCLUDED IN THIS APPLICATION FOR A PERMIT COMPLIES WITH THE VERMONT WASTEWATER SYSTEM AND POTABLE WATER SUPPLY RULES." (REF. ENVIRONMENTAL PROTECTION RULES CHAPTER 1 §1-306 (b)). LAST REVISED 02/25/2020 15°± VT G r i d M a g n e t i c 0 Feet Graphic Scale 20 40 60 NOTES: 1.CONTRACTOR TO FIELD VERIFY ELEVATIONS OF EXISTING PIPES AT CONNECTION POINTS AND CROSSINGS. IF THE ACTUAL ELEVATIONS ARE DIFFERENT THAN SHOWN ON SHEET C3-01 AND C3-02, THE CONTRACTOR SHALL NOTIFY THE ENGINEER. 2.PROVIDE 18" VERTICAL SEPARATION AT WATER/SEWER AND WATER/STORMWATER UTILITY CROSSINGS. 3.PROVIDE RIDGED FOAM INSULATION OVER WATER AND SEWER WHERE INADEQUATE COVER (<6' FOR WATER, <5' FOR SEWER). PROVIDE 2" FOAM INSULATION PER 1' OF COMPROMISED COVER. 1 04/15/2024 CMLStaff Comments Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PARCEL ID: 1540-00760 SPAN: 600-188-10694 Site Details C8-01 03/01/2024 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT SD 010.1.4LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS TYPICAL BITUMINOUS PAVEMENT NOTES: 1.SUBBASE, SAND CUSHION AND SUBGRADE SHOULD BE CONSTRUCTED AND COMPACTED TO THE DIMENSIONS SHOWN IN ACCORDANCE WITH VERMONT AGENCY OF TRANSPORTATION SPECIFICATIONS, STANDARD A-76. WHERE MORE STRINGENT LOCAL ORDINANCES HAVE BEEN ADOPTED RELATIVE TO ROAD DIMENSIONS AND CONSTRUCTION, THEY SHOULD GOVERN. 2.COMPACT ALL SUBBASE MATERIALS TO 95% MAXIMUM DENSITY (STANDARD PROCTOR). 3.IF GROUNDWATER OR SOFT SPOTS ARE ENCOUNTERED CONTACT THE ENGINEER TO DISCUSS ADDED MEASURES SUCH AS UNDERDRAIN. SLOPE SUBBASE TO UNDERDRAIN LOW POINTS. SECTION WEARING COURSE (TYPE III) (VAOT 406) BASE COURSE (TYPE II) (VAOT 406) CRUSHED GRAVEL (VAOT 704.05A FINE) GRAVEL BASE (VAOT 704.04) OR CRUSHED GRAVEL (VAOT 704.05A COARSE) MIRAFI 500X STABILIZATION FABRIC INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 6" SAND BORROW AND CUSHION TO BE USED IN POORLY DRAINED SOILS OR OVER BEDROCK FOR ROADS AND SIDEWALKS (VAOT 703.03) UNDISTURBED SUBGRADE OR COMPACTED FILL A B C D E 1" = 1' DRIVEWAYS E 6 66 66 RESIDENTIAL COMMERCIAL 1 1/2 6 18 2 1/2 4 12 N/A 2 3 18 6 COMMERCIAL 2 PRIVATEROADS THICKNESS (INCHES) PARKING LOTS 1 2 12 6 1-1/2 2-1/2 12 6 RESIDENTIAL D B C A SD 010.1.9LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS BITUMINOUS ASPHALT - VERTICAL BUTT JOINT 30" MIN 1 1/2" OVERLAY PA V E M E N T S A W C U T GRAVEL BASE MATCH EXISTING GRADE APPLY TACK COAT PRIOR TO OVERLAY 1 1/2" EXISTINGPROPOSED BITUMINOUS PAVEMENT FINISHED GRADE SD 030.1.1 1/2 " = 1' LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS TYPICAL CONCRETE SIDEWALK SPECIFICATIONS: 1)1/2" EXPANSION/CONTRACTION JOINT WITH ASPHALT IMPREGNATED FIBER BOARD FILLER EVERY 50 FEET. 2)SCORED OR TOOLED JOINT (1" DEPTH OR 1/3 THE TOTAL DEPTH OF WALK) WITH A SEPARATION DISTANCE EQUAL TO THE WIDTH OF THE SIDEWALK. 3)FULL-BREAK OR COMPLETE JOINT EVERY 20 FEET. 4)WHERE "HEAVY DUTY CONCRETE SECTION" IS CALLED OUT ON THE SITE PLAN, THE SIDEWALK IS TO BE 8" THICK. 5)IF WET OR UNSTABLE SOIL CONDITIONS EXIST CONTACT ENGINEER FOR ADDITIONAL MEASURES SUCH AS UNDERDRAIN OR ADDITIONAL SUBBASE. 5" 6"6"VARIES NOTE: DISTANCES ARE TYPICAL AND MAY BE ALTERED FOR SPECIFIC SITE CONDITIONS. CONCRETE WEAR COURSE (4000 PSI) MINIMUM 18" GRAVEL BASE OWNER TO COORDINATE WITH OTHER DISCIPLINES (ARCHITECT/STRUCTURAL ENGINEER) ON SIDEWALK WITHIN 5' OF BUILDING. IN SOME CASES SIDEWALK WILL HAVE FROST WALL OR BE PINNED TO FOUNDATION TO PREVENT FROST ACTION IN FRONT OF DOOR. 18"30" #4 REBAR 30" O.C. BOTH WAYS SD 030.2.1LAST REVISED 03/03/2021TRUDELL CONSULTING ENGINEERS WARNING TEXTURE NOTES: 1.PER MUNICIPAL REQUIREMENTS PROVIDE CAST IRON TRUNCATED DOME PAD. 2.SEE SITE PLAN FOR LOCATION. ASPHALT ASPHALT SURFACES SHALL BE COMPOSED OF OIL BASED BITUMEN. COAL TAR ASPHALT IS NOT ACCEPTABLE, NOR WARRANTED. ASPHALT MUST CURE MINIMUM 20 DAYS PRIOR TO INSTALLATION TO INSURE PROPER BONDING OF ALL SURFACES. THIS ALLOWS TENSILE STRENGTH PROPERTIES OF BOTH MATERIALS TO MORE CLOSELY APPROXIMATE EACH OTHER. ANY ASPHALT AREAS REQUIRING DETECTABLE WARNING INSTALLATIONS SHALL BE COMPACTED WITH VIBRATORY ROLLERS OR APPROVED COMPACTION EQUIPMENT IN ADDITION TO STANDARD LOCAL CONDITIONS TO PROVIDE MAXIMUM COMPACTION OF ASPHALT ALLOWING THE GREATEST ADHESION. SEAL COAT PRODUCT SHALL NOT BE PLACED ON ASPHALT OR COAL TAR SEALERS. IF SURFACE HAS BEEN SEALED, GRIND ENTIRE AREA TO BE INSTALLED TO REMOVE ALL SEALERS. CONCRETE MINIMUM COMPRESSIVE STRENGTH 3000 PSI. CONCRETE MUST CURE FOR 15 DAYS PRIOR TO INSTALLATION TO INSURE PROPER BONDING. ALL CONCRETE COLORING/ADDITIVES SHALL BE INTEGRAL, NOT SURFACE APPLIED. ALL "SURFACE CURING" COMPOUNDS OR SEALERS SHALL BE REMOVED BY METHOD OF GRINDING ON ANY CONCRETE THAT IS LESS THAN 6 MONTHS OLD BEFORE PRODUCTS ARE INSTALLED. SURFACE FINISH SHOULD BE MEDIUM BROOM FINISH FOR MAXIMUM ADHESION. SURFACES ALL SURFACES TO BE CLEAN AND DRY. TRUNCATED DOMES AND ALL RELATED INSTALLED SURFACES TO BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. ALL DETECTABLE WARNING SURFACE INSTALLATIONS SHALL BE AT MINIMUM, AT LEAST AS NON SKID AS THE SURROUNDING PEDESTRIAN SURFACES. MIN. CAST IRON TRUNCATED DOME DETECTABLE WARNING DETAIL G ELEVATION F 0.2" G 1.40".90" F .80".45" E 1.50".65" D MAX. 2.40" PLAN 1.60" E D D E RAMP EDGE OF PAVEMENT NO CURB CAST IRON TRUNCATED DOMES. SEE SITE PLAN FOR LOCATION(S). 24" SIDEWALK SD 030.2.2LAST REVISED 03/11/2021TRUDELL CONSULTING ENGINEERS TYPICAL SIDEWALK LAYOUT 1/4"/FT. 5' 30" 5' 30 " 1/2" RADIUS TOOLED JOINT NOTES: 1.SUBMIT SHOP DRAWINGS ON GRID PATTERN FOR REVIEW BY ENGINEER PRIOR TO CONSTRUCTION. 2.JOINT SPACING IS 5 FT. NORMAL SPACING WITH A MAXIMUM OF 8 FT. AND MINIMUM OF 2 FT. LINEAR DIMENSIONS AND NOT INSIDE CORNERS. 3.#4 REINFORCING ON 30 INCH CENTERS BOTH DIRECTIONS IN CENTER OF SIDEWALK. 4.LAP BARS 30 BAR DIAMETERS. 5.EXPANSION JOINTS AT 20 FT. O.C.. 6.SEE SITE PLAN FOR SIZE AND LOCATION. 5" LAP BARS 30 BAR DIAMETERS REINFORCING BARS (TYPICAL)TOOLED JOINT (TYPICAL) EXPANSION JOINT MATERIAL 20' O.C.REINFORCING BARS SD 050.2.1LAST REVISED 03/11/2021TRUDELL CONSULTING ENGINEERS BIKE RACK 36" 47 " 35 " #4 REBAR 24" O.C. BOTH WAYS 6" 18 " 6" PORTLAND CEMENT PAD CLASS "A" CONCRETE 2X 0.25" X 12.75" ANCHOR RODS 18" CRUSHED STONE WRAPPED IN 140N GEOTEXTILE FABRIC UNDISTURBED SOIL 6" P2 3/8" O.D. GALVANIZED STEEL SCHEDULE 40 PIPE WITH POWDERCOAT FINISH BLACK NOTE: SEE SITE PLAN FOR SIZE AND LOCATION. FINISHED GRADE SD 050.2.2TRUDELL CONSULTING ENGINEERS BIKE RACK LAYOUT 30" O.C. 8' 30 " 24" 30 " 24" 16'-8" CONCRETE PAD BIKE RACK LOOP - INVERTED U NOTES: 1.OVERALL CONCRETE PAD WIDTH WILL VARY BASED ON NUMBER OF LOOPS. 2.1 LOOP = 2 BICYCLE PARKING SPACES. 3.SEE SITE PLAN FOR SIZE AND LOCATION. LAST REVISED 03/03/2021 SD 010.7.1LAST REVISED 03/09/2021TRUDELL CONSULTING ENGINEERS APBA PARKING GUIDELINE PLAN VIEW 72" 24" 48" (36" min) 96" RECOMMENDED TO OBSTRUCTION (36" PREFERRED WHEN ADJACENT TO AUTO PARKING) BIKE RACK SD 050.1.1 1"=1' LAST REVISED 03/10/2021TRUDELL CONSULTING ENGINEERS REINFORCED CONCRETE PAD CLASS A CONCRETE SLAB, BROOM FINISH #4 REINFORCING BARS 12" O.C. BOTH WAYS, 3" CLEAR 18" CRUSHED STONE COMPACTED SUBBASE SIZE VARIES SEE SITE PLAN 3/4" CHAMFER (TYPICAL) 8" 140N GEOTEXTILE FABRIC OR EQUAL AROUND STONE FINISHED GRADE, SEE SITE PLAN FOR FINISHED GRADE NOTE: CONTRACTOR TO COORDINATE KNOCKOUT LOCATIONS IN CONCRETE FOR CONDUITS IF APPLICABLE. UNDISTURBED SOIL SD 020.X.XLAST REVISED 12/26/2023TRUDELL CONSULTING ENGINEERS 7.5 % M A X . RAMP SIDEW A L K 1.5% M A X . 7.5% M A X . RAMP SID E W A L K 1.5 % M A X . 12" MAX. BACK CURB HEIGHT SIDEWALK AND CURB RAMP DETAIL PARALLEL RAMP BACK TREATMENT - SIDE CONFIGURATION NOTE: 1.SIDEWALK AND CURB RAMP TO MATCH TECHNICAL REQUIREMENTS IN CHAPTER R3 OF THE CURRENT U.S. ACCESS BOARD PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES. 1 04/15/2024 CMLStaff Comments Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PARCEL ID: 1540-00760 SPAN: 600-188-10694 Water Details C8-04 03/01/2024 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT W 000.1.1LAST REVISED 02/04/2021TRUDELL CONSULTING ENGINEERS TESTING WATER MAINS AND HYDRANTS *ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT IF APPLICABLE OR PRIVATE OWNER/OPERATOR AND PROJECT ENGINEER (AS DESIGNATED BY OWNER). CONTRACTOR SHALL PRE-TEST SUCCESSFULLY PRIOR TO CONTACTING PROJECT ENGINEER. THE PRE-TEST IS TO ENSURE PASSING RESULTS PRIOR TO OFFICIAL TESTING OBSERVATION. A.AFTER THE PIPE HAS BEEN LAID AND 7 DAYS AFTER THE CONCRETE THRUST BLOCKS AND ANCHORS HAVE BEEN PLACED, THE WATER MAIN SHALL BE HYDROSTATICALLY TESTED ACCORDING TO THE LATEST EDITION OF THE AWWA SPECIFICATION C-600, AND VERMONT PLUMBING RULES. B.CONTRACTOR SHALL SUPPLY ALL NECESSARY APPARATUS TO PERFORM THE HYDROSTATIC TEST. C. TEST PRESSURE SHALL BE 200 POUNDS PER SQUARE INCH OR 1.5 TIMES THE WORKING PRESSURE MEASURED AT OR NEAR THE HIGH POINT IN THE SYSTEM, WHICHEVER IS GREATER. TEST SHALL BE A MINIMUM OF 2 HOURS IN DURATION. TESTING ALLOWANCE SHALL BE DEFINED AS THE VOLUME OF WATER THAT MUST BE SUPPLIED INTO THE NEWLY LAID PIPE OR ANY VALVED SECTION THEREOF TO MAINTAIN PRESSURE WITHIN 5 PSI (34.5 kPa) OF THE SPECIFIED TEST PRESSURE AFTER THE PIPE HAS BEEN FILLED WITH WATER AND THE AIR HAS BEEN EXPELLED. THE TESTING ALLOWANCE SHALL NOT EXCEED THE ALLOWABLE LEAKAGE (L) OR ELSE THE SECTION OF PIPE BEING TESTED WILL BE CONSIDERED FAILED. TESTING ALLOWANCE SHALL NOT BE MEASURED BY A DROP IN PRESSURE IN A TEST SECTION OVER A PERIOD OF TIME. REFER TO PIPE MANUFACTURERS RECOMMENDED TESTING PROCEDURE INCLUDING PIPE STABILIZATION PRIOR TO START OF TEST. D.THE PROJECT ENGINEER AND THE MUNICIPALITY SHALL BE CONTACTED 48 HOURS PRIOR TO TESTING. E.ALL VALVES SHOULD BE VERIFIED AS BEING OPEN OR CLOSED AS APPROPRIATE FOR THE PORTION OF THE WATER MAIN BEING TESTED. F.ALLOWABLE LEAKAGE SHALL BE COMPUTED BY THE FORMULA: L=(S x D x √P)/148,000 WHERE L IS LEAKAGE IN GALLONS PER HOUR, S IS THE LENGTH OF PIPE TESTED IN FEET, D IS THE NOMINAL DIAMETER OF THE PIPE IN INCHES AND P IS THE AVERAGE TEST PRESSURE IN POUNDS PER SQUARE INCH DURING THE TEST. G.REPLACE AND RETEST ANY WORK FOUND TO BE DEFECTIVE AFTER FAILED TEST AT NO EXPENSE TO OWNER AND RETEST UNTIL SYSTEM PASSES A.AFTER TESTING THE WATER MAINS, OPEN THE HYDRANT FULLY AND FILL WITH WATER. TO PREVENT CAPS FROM BEING BLOWN OFF, VENT AIR FROM ONE OF THE CAPS WHILE IT IS BEING FILLED. WHEN ALL THE AIR HAS ESCAPED, TIGHTEN THE CAP. B.ALLOW THE PRESSURE TO BUILD UP TO MAIN LINE PRESSURE AND CHECK FOR LEAKAGE AT FLANGES, NOZZLES AND THE OPERATING STEM. RECORD STATIC PRESSURE IN PSI. C.FLOW HYDRANT AND RECORD FLOW RATE IN GPM AND RESIDUAL PRESSURE IN PSI. SUBMIT RESULTS TO PROJECT ENGINEER. D.CLOSE THE HYDRANT, REMOVE ONE NOZZLE CAP AND PLACE THE PALM OF YOUR HAND OVER THE OPENING. DRAINAGE SHOULD CREATE A NOTICEABLE SUCTION. IF NO SUCTION OR HYDRANT DOESN'T HAVE DRAIN, MANUALLY PUMP WATER OUT OF BARREL. E.AT PROJECT ENGINEER DISCRETION, ASSIST WITH FLOW TESTING. ENGINEER TO RECORD STATIC AND RESIDUAL PRESSURE AS WELL AS FLOW RATE. TESTING WATER MAINS TESTING HYDRANTS (IF APPLICABLE) W 000.2.2LAST REVISED 02/04/2021TRUDELL CONSULTING ENGINEERS DISINFECTION OF WATER SYSTEM *ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT AND PROJECT ENGINEER (AS DESIGNATED BY OWNER). A. PRIOR TO BEING PUT INTO SERVICE, WATER MAINS SHALL BE DISINFECTED ACCORDING TO THE LATEST EDITION OF AWWA SPECIFICATION C-651. THE TABLET METHOD IN AWWA STANDARD 651 IS NOT ACCEPTABLE. B. THE NEW LINE SHALL BE FLUSHED AT A VELOCITY OF NOT LESS THAN 2.5 FEET PER SECOND (OPEN 2-1/2 INCH HYDRANT CONNECTION). FLUSH FOR A PERIOD DETERMINED BY THE PROJECT ENGINEER FOR THE LENGTH OF MAIN TO BE DISINFECTED. C. CHLORINATION SHALL BE ACCOMPLISHED BY INTRODUCING A SODIUM HYPOCHLORITE SOLUTION FOR A RESULTANT CONCENTRATION OF GREATER THAN 25 PARTS PER MILLION OF FREE CHLORINE. D. USING A NOZZLE AT EACH END HYDRANT, CONTROL THE RATE OF FLOW INTO THE NEW MAIN AND PROPORTIONALLY FEED THE SODIUM HYPOCHLORITE SOLUTION INTO THE MAIN. AFTER THE SOLUTION HAS REACHED ALL POINTS IN THE SYSTEM, CLOSE THE VALVE SUPPLYING WATER FROM THE EXISTING MAIN AND THE END HYDRANTS. MAINTAIN THE HEAVILY CHLORINATED WATER IN THE MAIN FOR 24 HOURS DURING WHICH TIME ALL MAIN LINE VALVES SHOULD BE OPERATED. AFTER 24 HOURS THE MINIMUM CHLORINE RESIDUAL MUST BE AT LEAST 10 PARTS PER MILLION. E. FLUSH HEAVILY CHLORINATED WATER FROM THE LINE AND REFILL THE LINE FOR SERVICE (USE CHLORINE DIFFUSER). TAKE AND SUBMIT TWO BACTERIOLOGICAL SAMPLES (TAKEN 24 HOURS APART) OF THE WATER TO THE STATE OF VERMONT OR A STATE APPROVED TESTING LABORATORY. IF THE RESULTS ARE UNSATISFACTORY, THE DISINFECTION PROCEDURE WILL BE REPEATED UNTIL SATISFACTORY RESULTS ARE OBTAINED. F. FINISHED WATER STORAGE STRUCTURES SHALL BE DISINFECTED IF APPLICABLE, IN ACCORDANCE WITH CURRENT AWWA STANDARD C652. TWO OR MORE SUCCESSIVE SETS OF SAMPLES, TAKEN AT 24 HOUR INTERVALS, SHALL INDICATE MICROBIOLOGICALLY SATISFACTORY WATER BEFORE THE FACILITY IS PLACES INTO OPERATION. G. DISPOSAL OF HEAVILY CHLORINATED WATER FROM THE DISINFECTION PROCESS SHALL BE DE-CHLORINATED OR OTHERWISE HANDLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VERMONT AGENCY OF NATURAL RESOURCES. H. THE DISINFECTION PROCEDURE (AWWA CHLORINATION METHOD 3, SECTION 4.3 C652) WHICH ALLOWS USE OF THE CHLORINATED WATER HELD IN THE STORAGE TANK FOR DISINFECTION PURPOSES IS NOT RECOMMENDED. WHEN THAT PROCEDURE IS USED, IT IS REQUIRED THAT THE INITIAL HEAVILY CHLORINATED WATER BE PROPERLY DISPOSED IN ORDER TO PREVENT RELEASE OF WATER WHICH MAY CONTAIN VARIOUS CHLORINATED ORGANIC COMPOUNDS INTO THE DISTRIBUTION SYSTEM. DISINFECTING WATER MAINS AND SYSTEMS W 000.2.1LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS CONTRACTOR'S CERTIFICATION REQUIRED PRIOR TO THE DESIGN ENGINEER CERTIFYING THAT THE INSTALLATION HAS BEEN INSTALLED IN ACCORDANCE WITH THE PERMITTED DESIGN, THE CONTRACTOR SHALL PROVIDE A CERTIFICATION THAT THE WATER SYSTEM WAS INSTALLED AND TESTED IN ACCORDANCE WITH THE APPROVED DESIGN PLANS. STATE PERMITS REQUIRE THERE SHALL BE NO DEVIATIONS FROM THE APPROVED PLANS WITHOUT PRIOR APPROVALS. THE DESIGN ENGINEER SHALL BE NOTIFIED AND ALLOWED TO OBSERVE THE CRITICAL PHASES OF CONSTRUCTION INCLUDING ANY REQUIRED TESTS. LIKEWISE, THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS FROM THE APPROVED PLANS. SINCE THE DESIGN ENGINEER DOES NOT CUSTOMARILY OBSERVE ALL PHASES OF THE WORK, OR ALL TESTING, HE MAY RELY ON THE CONTRACTOR'S CERTIFICATION AS THE BASIS FOR FINAL CERTIFICATION. THE CONTRACTOR SHALL THEREFORE SIGN AND RETURN A COPY OF THE FOLLOWING CERTIFICATION UPON COMPLETION OF THE WORK: "I HEREBY CERTIFY THAT I HAVE INSTALLED, PROPERLY TESTED, AND SUCCESSFULLY PASSED THOSE TESTS, AND THE WATER SYSTEM(S) ARE BUILT IN ACCORDANCE WITH THE APPROVED DESIGN PLANS AND APPLICABLE PERMIT CONDITIONS." THE CONTRACTOR CERTIFICATION INCLUDES SUPPLIERS AND SUB-CONTRACTORS CONTRACTOR NAME: AUTHORIZED AGENTS NAME: SIGNATURE: DATE: NOTE ANY DEVIATIONS FROM APPROVED PLANS HERE: NOTE: THE CERTIFICATION AND THE PROJECT ENGINEER'S SUBSEQUENT CERTIFICATION DOES NOT VOID THE CONTRACTOR FROM REPAIR OR REPLACEMENT OF DISCREPANCIES DISCARDED AT A LATER DATE. THE CONTRACTOR REMAINS RESPONSIBLE, INCLUDING CUSTOMARY GUARANTEE AND WARRANTY PERIODS. CONTRACTOR'S CERTIFICATION FOR WATER SYSTEM 1 04/15/2024 CMLStaff Comments Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PARCEL ID: 1540-00760 SPAN: 600-188-10694 Storm Details C8-07 03/01/2024 22-523 SLH CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT SW 000.1.1LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS CONTRACTOR'S CERTIFICATION FOR STORMWATER SYSTEM CONTRACTOR'S CERTIFICATION REQUIRED PRIOR TO THE DESIGN ENGINEER CERTIFYING THAT THE INSTALLATION HAS BEEN INSTALLED IN ACCORDANCE WITH THE PERMITTED DESIGN, THE CONTRACTOR SHALL PROVIDE A CERTIFICATION THAT THE STORMWATER SYSTEM WAS INSTALLED AND TESTED (IF APPLICABLE)IN GENERAL ACCORDANCE WITH THE APPROVED DESIGN PLANS. STATE PERMITS REQUIRE THERE SHALL BE NO SIGNIFICANT DEVIATIONS FROM THE APPROVED PLANS WITHOUT PRIOR APPROVALS. THE DESIGN ENGINEER SHALL BE NOTIFIED AND ALLOWED TO OBSERVE THE CRITICAL PHASES OF CONSTRUCTION INCLUDING ANY REQUIRED TESTS. LIKEWISE, THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS FROM THE APPROVED PLANS. SINCE THE DESIGN ENGINEER DOES NOT CUSTOMARILY OBSERVE ALL PHASES OF THE WORK, OR ALL TESTING, HE WILL RELY ON THE CONTRACTOR'S CERTIFICATION AS THE BASIS FOR FINAL CERTIFICATION. CRITICAL STORMWATER SYSTEM COMPONENTS TO BE CERTIFIED MAY INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, SHAPES OF DRAINAGE SWALES, VOLUMES OF TREATMENT PRACTICES, SLOPE OF DISCONNECT AREAS, AND OUTLET SIZE AND ELEVATIONS. THE CONTRACTOR SHALL SHALL THEREFORE SIGN AND RETURN A COPY OF THE FOLLOWING CERTIFICATION UPON COMPLETION OF THE WORK: "I HEREBY CERTIFY THAT I HAVE INSTALLED, PROPERLY TESTED (IF APPLICABLE), AND SUCCESSFULLY PASSED THOSE TESTS, AND THE STORMWATER TREATMENT AND COLLECTION SYSTEM(S) ARE BUILT IN GENERAL ACCORDANCE WITH THE APPROVED DESIGN PLANS AND APPLICABLE PERMIT CONDITIONS." CONTRACTOR NAME: AUTHORIZED AGENTS NAME: SIGNATURE: DATE: NOTE ANY DEVIATIONS FROM APPROVED PLANS HERE: NOTE: THE CERTIFICATION AND THE PROJECT ENGINEER'S SUBSEQUENT CERTIFICATION DOES NOT VOID THE CONTRACTOR FROM REPAIR OR REPLACEMENT OF DISCREPANCIES DISCOVERED AT A LATER DATE. THE CONTRACTOR REMAINS RESPONSIBLE, INCLUDING CUSTOMARY GUARANTEE AND WARRANTY PERIODS. SSSSSSSS OH OH OH SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W UP UP UP UP UP SSSSSSSS GRAVEL DRIVE GRAVEL DRIVE GRANITE CURB PR I V A C Y W A L L , TY P . D D D D D D D D DA 3 BIO DA 1 BIO FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD RD D D D D D D D D D DDD D D 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 2 1 6 2 1 5 2 1 1 2 1 2 209 210 211 2 1 1 2 1 0 2 1 2 21 3 215 216 21 5 21 6 216.5 21 7 21 5 21 6 21 4 21 8 21 8 21 7 21 5 20 9 20 6 205.5 212 2 1 3 W W W W W W W W W W W W W W S S S S S S S S S FD FD D D D 21 6 2 1 0 2 1 1 20 9 UP UP UP UP 2 1 4 21 5 210 211 212 2 1 3 21 2 21 5 21 3 21 4 21 2 21 5 212 212 D D D 2 1 4 W S UD UD UD UD UD UD 2 1 4 2 0 9 (3) AF (1) PS (6) RR (5) CAH (6) SJL (6) PVN (1) NS (9) PVN (1) VT (1) AB (1) AAM (11) CAK (1) PS (1) AAM (10) JH (12) CAK (3) HAL (7) JH (32) CAK (4) CAK (7) JH (4) CAK (10) PVN (21) SAW (12) HAI (2) CC (22) JH (1) CC (6) MML (16) RAG (7) SJL (3) PS (5) CAR (14) SBT (1) IVM (3) IVF (3) IVF (1) IVM(3) CS (95) SH (5) CSK (3) AAM (3) VT (1) AB (73) HM (1) CC (9) SAW (1) HSS (1) NS (3) HAP (45) HM (3) RS (3) BM (1) HSS (26) HS,HMA INTERMIXED IN GROUPS OF 5 OR MORE (6) SAW (8) PVN (5) CAH (5) CSK (1) MML (1) BM (11) RAG (1) HSS (1) HSS (1) HSS (1) HSS (1) HAL (1) BM (3) TM (1) TM (6) PVN (6) HS (1) HSS (4) CS (13) ADDA 7 BIO: (20) AN (14) IVE (14) SH (14) PVN DA 1 BIO: (25) AN (15) AD (30) EP (20) IVE (40) SS (10) SH (30) PVN DA 3 BIO: (20) AD (25) EP (15) IVE (30) PVN (40) SS (75) SH (36) HS, HMA INTERMIXED IN GROUPS OF 5 OR MORE (1) MML (4) SAW (5) HAI (8) HS (1) HSS (1) HSS (1) AMS (15) HS (1) BM (1) HSS (1) HSS (3) HAL (8) HS(1) BM (1) HAL (1) HSS (1) HSS (5) HS (5) RAG (6) HAI (1) HS (1) PS (1) AAM (8)RAG (1) AAM (1) HAL (16) RR (4) RAG (11) SBT (1) NS (6) SJL(48) CAK (37) EPM (1) MML (9) RR (6) SJL (19) SBT (3) RS (3) AAM (5) RS (1) CC (5) CS (1) AF (15) CSK (8) CAH (1) PS (67) EPM (2) GT (6) PVN (33) SH (16) RAG (5) EPM 0 Feet Graphic Scale 20 40 60 15°± VT G r i d M a g n e t i c Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. Landscape Plan LA-1.0 03/01/2024 1" = 20' 22-523 LET CMJ LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PARCEL ID: 1540-00760 SPAN: 600-188-10694 PROJECT LOCATION PLANTING NOTES 1.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. 2.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. 3.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER-GROWN, UNLESS OTHERWISE NOTED ON THE PLANT LIST. 4.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 5.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 6.ALL NEW PLANTS MAY BE TAGGED AND APPROVED BY THE LANDSCAPE ARCHITECT AT THE NURSERY PRIOR TO DIGGING OR DELIVERY TO THE SITE. 7.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 8.STAKE LOCATION OF ALL PROPOSED PLANTING FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 9.NEW SHRUBS AND GROUND COVER SHALL BEAR THE SAME RELATIONSHIP TO GRADE AS IT BORE TO PREVIOUS GRADE. TREES SHALL BE SET 3" HIGHER THAN PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 10.ALL PLANT BEDS SHALL RECEIVE TWO INCHES (3") OF BARK MULCH AS PER SPECIFICATIONS. 11.ALL EXISTING TREES TO REMAIN SHALL BE PROPERLY PROTECTED DURING CONSTRUCTION. PROTECTION TECHNIQUES SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT. 12.PRUNE TREES IN ACCORDANCE WITH THE SPECIFICATIONS SO THAT DISTURBED AREAS ARE RETURNED TO PRE-CONSTRUCTION CONDITIONS OR BETTER. 13.CONTRACTOR SHALL PROVIDE FULL DEPTHS OF LOAM AS NOTED ON DETAILS AND AS SPECIFIED, FOR ALL PLANTING. 14.ALL LAWN AREAS DISTURBED BY CONSTRUCTION OPERATIONS INSIDE AND OUTSIDE THE LIMIT OF WORK SHALL BE LOAMED AND SEEDED AS SPECIFIED. 15.SEE SPECIFICATIONS FOR TERMS OF PLANT MATERIAL ESTABLISHMENT PERIOD AND GUARANTEE. 16.PLANTINGS LOCATED ON PROPERTY LINES OR NEIGHBORING PROPERTY SHALL BE DONE ONLY AFTER AUTHORIZATION BY OWNER'S REPRESENTATIVE. 17.PROVIDE METAL TRELLIS AND RELEVANT HARDWARE FOR HYDRANGEA ANOMALA PETIOLARIS TO ESTABLISH ON WALL. Plant Schedule 1 SOILS NOTE 1.SOILS IN PLANTING AREAS SHALL BE EVALUATED PRIOR TO PLANTING. IF SOILS ARE FOUND TO BE COMPACTED FROM PREVIOUS USE, SOILS SHALL BE REMEDIATED THROUGH DECOMPACTION AND AMENDMENT BASED ON SOIL TESTING FROM A CERTIFIED SOILS LAB AND/OR REPLACED WITH LOAM PLANTING SOIL AS APPROVED BY LANDSCAPE ARCHITECT. 1 04/15/2024 LETStaff Comments D D D D D D OH OH OH SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSB SB SB SB SB SB SB SB SB SB SB SB 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W UP UP UP UP UP UG UG UG UG SSSSSSSS GRANITE CURB D D W W W W W W W W W W W W W W S S S S S S S S S UP UP UP UP W S A A A A A A A A AB B B B B B B B B B C B B B B B B B MULTIFAMILY RESIDENTIAL 27 DU MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FINANCIAL INSTITUTION A A D E E A F F E E E E 15°± VT G r i d M a g n e t i c Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. Lighting Plan LI-01 Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PARCEL ID: 1540-00760 SPAN: 600-188-10694 03/01/2024 1" = 20' 22-523 PJM CMJ JAD 0 Feet Graphic Scale 20 40 60 CALC ZONE #1 CHASE PARKING SITE LIGHTING LUMINAIRE SCHEDULE SYMBOL LABEL QTY CATALOG NUMBER DESCRIPTION LAMP A 30 white LEDs B LED NOTES: 1.AREA LIGHT AS SHOWN FOR PERMITTING AND INSTALLATION PURPOSES. BUILDING-MOUNTED FIXTURES ARE SHOWN FOR PERMITTING PURPOSES ONLY. REFER TO ARCHITECTURAL PLANS FOR LIGHTING INSTALLATION. 2.DISCREPANCIES BETWEEN THIS SHEET AND OTHER CIVIL, ELECTRICAL, OR ARCHITECTURAL PLANS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO INSTALLATION. 3.QUANTITIES AND CATALOG NUMBER SHOWN IN TABLE SHOULD BE VERIFIED BY ELECTRIC CONTRACTOR PRIOR TO ORDERING. 4.POLE-MOUNTED FIXTURES TO BE SET WITH A 17-FT MOUNT HEIGHT ABOVE GROUND ELEVATION. 5.BUILDING-MOUNTED FIXTURES TO BE SET PER ARCHITECTURAL PLANS. 18 12 1.1 fc 1.8 fc AVG. ILLUMINATION (HORIZONTAL) C LED1 Site Light MANUFACTURER Galleon Wall Luminaire - Type IV 1 N/A 2.8:1 19.7 fc 10.6 fc MAX. POINT ILLUMINATION UNIFORMITY RATIO (AVG:MIN) 0.0 fc 0.8 fc MIN. POINT ILLUMINATION COOPER LIGHTING SOULTIONS McGRAW-EDISON (FORMERLY EATON) WAC Lighting Landscape Forms LE330-T4-HO-CLR WS-W5516 A111914 GWC-SA1C-730-U-SL 4 Architectural Wall Light - Twilight D N/A1 E LED6Chase Building CanopyFORMA LIGHTING BULLET 127 - RECESSED C-LITE C-CP-C-SQ-3L-40K-XXX 3499BB12-804032 ATM Canopy MIXED-USE PARKING SWIFT ENTRANCE 1.2 fc 1.4 fc 6.0:1 3.5:1 2.8 fc 2.8 fc 0.2 fc 0.4 fc F LED2Pureform Bollard - Type VGardco Signify PBL-14-L-100-NW-G2 1 04/15/2024 AADStaff Comments