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Home My WebLink AboutSP-22-004 - Plans - Record - 0510 Shelburne RoadA203A201A2031A202121FF1122334455667788DDCCAABBEEELEV. EQUIP007COMMERCIALSPACE-1001STAIR-A002JANITOR'SCLOSET003MECHANICAL004LOBBY005STAIR-B006COMMERCIALSPACE-2008ELEVATOR1' - 4"11' - 8"11' - 0"54' - 0"11' - 0"11' - 8"1' - 4"1' - 4"11' - 8"11' - 0"54' - 0"11' - 0"11' - 8"1' - 4"2' - 0"1' - 4"11' - 8"22' - 0"11' - 8"1' - 4"2' - 0"1' - 4"11' - 8"22' - 0"11' - 8"1' - 4"5 1/2"12' - 1"5 1/2"22' - 0"5 1/2"12' - 1"5 1/2"6' - 2"9' - 8"6' - 2"50' - 0"102' - 0"5 1/2"12' - 1"5 1/2"11' - 0"5 1/2"18' - 3"5 1/2"15' - 8"5 1/2"8' - 2"5 1/2"9' - 7 1/2"5 1/2"11' - 0"5 1/2"12' - 1"5 1/2"6' - 0 1/2"6' - 0 1/2"5' - 6"5' - 6"4' - 9 3/4"4' - 1"2' - 2"11' - 4"2' - 2"4' - 9 3/4"4' - 9 3/4"6' - 0 1/2"6' - 0 1/2"102' - 0"5 1/2"12' - 1"5 1/2"11' - 0"5 1/2"9' - 10"5 1/2"32' - 6"5 1/2"9' - 10"5 1/2"11' - 0"5 1/2"12' - 1"5 1/2"6' - 0 1/2"6' - 0 1/2"5' - 6"5' - 6"4' - 9 3/4"5' - 0 1/4"5' - 0 1/4"4' - 9 3/4"5' - 6"5' - 6"6' - 0 1/2"6' - 0 1/2"50' - 0"5 1/2"12' - 1"5 1/2"22' - 0"5 1/2"12' - 1"5 1/2"6' - 0 1/2"6' - 0 1/2"6' - 0 1/2"6' - 0 1/2"5' - 6"5' - 6"5' - 10"5' - 10"6' - 0 1/2"6' - 0 1/2"6' - 2"9' - 8"6' - 2"6' - 0 1/2"6' - 0 1/2"BIKESTORAGE404ELECTRICAL405SPRINKLER406RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE: 3/16" = 1'-0"D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA101FIRST FLOOR PLANSOUTH BURLINGTON, VERMONT200303/10/21510 SHELBURNE ROAD3/16" = 1'-0"1FIRST FLOOR PLANREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/2022 A203A201A2031A202121FF1122334455667788DDCCAABBEEOPEN OFFICESPACE204STAIR-A201CORRIDOR202STAIR-B203ELEVATOR1' - 4"11' - 8"11' - 0"54' - 0"11' - 0"11' - 8"1' - 4"1' - 4"11' - 8"11' - 0"54' - 0"11' - 0"11' - 8"1' - 4"1' - 4"11' - 8"22' - 0"11' - 8"1' - 4"1' - 4"11' - 8"22' - 0"11' - 8"1' - 4"6' - 0 1/2"6' - 0 1/2"6' - 0 1/2"6' - 0 1/2"5' - 10"10' - 5"10' - 5"5' - 10"6' - 0 1/2"6' - 0 1/2"6' - 0 1/2"6' - 6"5 1/2"12' - 1"5 1/2"11' - 0"5 1/2"9' - 10"5 1/2"32' - 6"5 1/2"9' - 10"5 1/2"11' - 0"5 1/2"12' - 1"5 1/2"5' - 6"5' - 6"4' - 9 3/4"5' - 0 1/4"5' - 0 1/4"4' - 9 3/4"5' - 6"5' - 6"5 1/2"12' - 1"5 1/2"22' - 0"5 1/2"12' - 1"5 1/2"6' - 2"9' - 8"6' - 2"5 1/2"12' - 1"5 1/2"11' - 0"5 1/2"18' - 3"5 1/2"15' - 8"5 1/2"8' - 2"5 1/2"9' - 7 1/2"5 1/2"11' - 0"5 1/2"12' - 1"5 1/2"6' - 0 1/2"6' - 0 1/2"5' - 6"5' - 6"4' - 9 3/4"4' - 9 3/4"4' - 1"4' - 1"2' - 2"5' - 8"5' - 8"2' - 2"4' - 1"4' - 9 3/4"5' - 6"5' - 6"6' - 0 1/2"6' - 0 1/2"5 1/2"12' - 1"5 1/2"22' - 0"5 1/2"12' - 1"5 1/2"6' - 0 1/2"6' - 0 1/2"6' - 2"9' - 8"6' - 2"6' - 0 1/2"6' - 0 1/2"RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE: 3/16" = 1'-0"D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA102SECOND FLOOR PLANSOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD3/16" = 1'-0"1SECOND FLOOR PLANREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/2022 A203A201A2031A202121FF1122334455667788DDCCAABBEESTAIR-A301CORRIDOR302STAIR-B303ELEVATORUNIT TYPE -A302UNIT TYPE -A301UNIT TYPE -B303UNIT TYPE -A304UNIT TYPE -A3051' - 4"11' - 8"11' - 0"54' - 0"11' - 0"11' - 8"1' - 4"1' - 4"11' - 8"11' - 0"54' - 0"11' - 0"11' - 8"1' - 4"1' - 4"11' - 8"22' - 0"11' - 8"1' - 4"1' - 4"11' - 8"22' - 0"11' - 8"1' - 4"5 1/2"12' - 1"5 1/2"11' - 0"5 1/2"9' - 7 1/2"5 1/2"8' - 2"5 1/2"15' - 8"5 1/2"8' - 2"5 1/2"9' - 7 1/2"5 1/2"11' - 0"5 1/2"12' - 1"5 1/2"4' - 9 3/4"4' - 9 3/4"4' - 1"4' - 1"2' - 2"5' - 8"5' - 8"2' - 2"4' - 1"4' - 1"4' - 9 3/4"4' - 9 3/4"5 1/2"12' - 1"5 1/2"11' - 0"5 1/2"9' - 10"5 1/2"32' - 6"5 1/2"9' - 10"5 1/2"11' - 0"5 1/2"12' - 1"5 1/2"5' - 0 1/4"4' - 9 3/4"5' - 10"10' - 5"10' - 5"5' - 10"4' - 9 3/4"5' - 0 1/4"2' - 3"3' - 3"3' - 3"2' - 3"6' - 0 1/2"6' - 0 1/2"6' - 6"12' - 0"2' - 3"3' - 3"3' - 3"2' - 3"6' - 0 1/2"6' - 0 1/2"6' - 6"12' - 0"5 1/2"12' - 1"5 1/2"22' - 0"5 1/2"12' - 1"5 1/2"6' - 0 1/2"6' - 0 1/2"6' - 2"9' - 8"6' - 2"6' - 0 1/2"6' - 0 1/2"6' - 0 1/2"6' - 0 1/2"2' - 3"3' - 3"3' - 3"2' - 3"2' - 3"3' - 3"3' - 3"2' - 3"6' - 0 1/2"6' - 0 1/2"6' - 6"12' - 0"6' - 6"12' - 0"5 1/2"12' - 1"5 1/2"22' - 0"5 1/2"12' - 1"5 1/2"6' - 0 1/2"6' - 0 1/2"6' - 2"9' - 8"6' - 2"6' - 0 1/2"6' - 0 1/2"RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE: 3/16" = 1'-0"D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA103THIRD FLOOR PLANSOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD3/16" = 1'-0"1THIRD FLOOR PLANREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/2022 A203A201A2031A202121FF1122334455667788DDCCAABBEEUNIT TYPE -A402UNIT TYPE -C401UNIT TYPE -A404UNIT TYPE -C403STAIR -A401CORRIDOR402STAIR -B4031' - 4"11' - 8"11' - 0"54' - 0"11' - 0"11' - 8"1' - 4"102' - 0"1' - 4"11' - 8"11' - 0"54' - 0"11' - 0"11' - 8"1' - 4"102' - 0"1' - 4"11' - 8"22' - 0"11' - 8"1' - 4"48' - 0"1' - 4"11' - 8"22' - 0"11' - 8"1' - 4"48' - 0"21' - 11"13' - 1"12' - 9 3/4"12' - 9 3/4"13' - 1"5 1/2"12' - 1"5 1/2"11' - 0"5 1/2"9' - 7 1/2"5 1/2"8' - 2"5 1/2"24' - 3 1/2"5 1/2"9' - 7 1/2"5 1/2"11' - 0"5 1/2"12' - 1"5 1/2"3' - 10"4' - 5"3' - 10"2' - 3"3' - 3"3' - 3"2' - 3"4' - 9 3/4"4' - 9 3/4"4' - 1"4' - 1"2' - 2"3' - 9"3' - 10"3' - 9"2' - 2"5 1/2"4' - 1"4' - 1"4' - 9 3/4"4' - 9 3/4"2' - 3"3' - 3"3' - 3"2' - 3"3' - 7 1/2"4' - 10"3' - 7 1/2"5 1/2"12' - 1"5 1/2"22' - 0"5 1/2"12' - 1"5 1/2"3' - 10"4' - 5"3' - 10"6' - 2"9' - 8"6' - 2"3' - 10"4' - 5"3' - 10"5 1/2"12' - 1"5 1/2"11' - 0"5 1/2"9' - 10"5 1/2"32' - 6"5 1/2"9' - 10"5 1/2"11' - 0"5 1/2"12' - 1"5 1/2"3' - 10"4' - 5"3' - 10"2' - 3"3' - 3"3' - 3"2' - 3"4' - 9 3/4"5' - 0 1/4"4' - 2"4' - 10"4' - 10"4' - 10"4' - 10"4' - 10"4' - 2"5' - 0 1/4"4' - 9 3/4"2' - 3"3' - 3"3' - 3"2' - 3"3' - 7 1/2"4' - 10"3' - 7 1/2"5 1/2"12' - 1"5 1/2"22' - 0"5 1/2"12' - 1"5 1/2"3' - 10"4' - 5"3' - 10"6' - 2"9' - 8"6' - 2"3' - 10"4' - 5"3' - 10"RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE: 3/16" = 1'-0"D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA104FOURTH FLOOR PLANSOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD3/16" = 1'-0"1FOURTH FLOOR PLANREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/2022 SECOND FLOOR114' -0"FIRST FLOOR100' -0"THIRD FLOOR127' -0"FOURTH FLOOR139' -0"ROOF DECK151' -0"12345678RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE: 3/16" = 1'-0"D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA201EXTERIOR ELEVATIONSSOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD3/16" = 1'-0"1EAST ELEVATIONREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/2022 SECOND FLOOR114' -0"FIRST FLOOR100' -0"THIRD FLOOR127' -0"FOURTH FLOOR139' -0"ROOF DECK151' -0"12345678RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE: 3/16" = 1'-0"D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA202EXTERIOR ELEVATIONSSOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD3/16" = 1'-0"1WEST ELEVATIONREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/2022 SECOND FLOOR114' -0"FIRST FLOOR100' -0"FTHIRD FLOOR127' -0"FOURTH FLOOR139' -0"ROOF DECK151' -0"12' - 0"12' - 0"13' - 0"14' - 0"DCABESECOND FLOOR114' -0"FIRST FLOOR100' -0"FTHIRD FLOOR127' -0"FOURTH FLOOR139' -0"ROOF DECK151' -0"DCABERabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE: 3/16" = 1'-0"D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA203EXTERIOR ELEVATIONSSOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD3/16" = 1'-0"1NORTH ELEVATION3/16" = 1'-0"2SOUTH ELEVATIONREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/2022 RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE:D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA901NORTHWEST PERSPECTIVESOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD1NORTHEAST PERSPECTIVEREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/2022 RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBERPROJECT #:PRELIMINARYNOT FORCONSTRUCTIONSCALE:D:\REVIT FILES\2002 - 510 SHELBURNE ROAD - 06-21-2021 - upgraded 2022_tylerFVEM2.rvtA902SOUTHEAST PERSPECTIVESOUTH BURLINGTON, VERMONT200303/30/21510 SHELBURNE ROAD1SOUTHWEST PERSPECTIVEREVISIONSNo. Description Date1 LOCAL PERMIT DRAWINGS 01/06/2022 510 SHELBURNE ROAD SOUTH BURLINGTON, VERMONT BACON ST. PROPERTIES, LLC Engineer and Landscape Architect: TRUDELL CONSULTING ENGINEERS (TCE) 478 BLAIR PARK ROAD WILLISTON, VT 05495 (802) 879-6331 Owner/Applicant: CHAMPLAIN OIL COMPANY, INC C/O BRYAN CAIRNS 45 SAN REMO DRIVE SOUTH BURLINGTON, VT 05403 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 SITE AND CONSTRUCT A MIXED USE RETAIL, COMMERCIAL AND RESIDENTIAL BUILDING WITH ASSOCIATED SITE IMPROVEMENTS. LOCAL PERMITTING SUBMISSION SET (NOT FOR CONSTRUCTION) 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM TRUDELL CONSULTING ENGINEERS TCE PROJECT NO: 19-202 LAST 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. TAX ID: 1540-00510 CITY LIGHTS BACON STREET PROPERTIES ROUTE 7 / SHELBURNE ROADF A R R E L L S T R E E T LARKIN RESIDENTIAL WALGREENS BACON STREET DRAWING INDEX Sheet Number Sheet Title C0-00 Cover C8-01 Site Details C8-02 Sanitary DetailsC8-03 Sewer & Water DetailsC8-04 Erosion DetailsC8-05 Stormwater & Site DetailsC8-06 Stormwater DetailsC8-07 Erosion Prevention & Sediment Control Low Risk C4-01 Stormwater Plan LA 2-01 Landscape Plan LA 2-02 Landscape Details LI 2-01 Lighting Plan LI 2-02 Lighting Details C1-00 Legend and Notes C1-01 Existing Conditions Plan C1-02 Demolition, Remediation, & EPSC Plan C2-01 Site Plan C2-02 Grading Plan Site Details C8-08 C3-01 Utility Plan Erosion Prevention & Sediment Control Low RiskC8-09 01/11/2022 No. 8917 CIVILJENNIFER ANN DESA UT ELSSTA TE O F VER M ONT PROF ESSIONAL E N G INEERLICEN S E D LEGEND PROPOSEDEXISTING STREAM TRAIL PROPERTY LINE EASEMENTS SETBACKS WETLAND LIMIT FENCE TREE LINE CLEANOUT (CO) CATCH BASIN (CB) GUARD RAIL VALVE CURB STOP (CS) FIRE HYDRANT (HYD) WATER SUPPLY WELL END CAP BLOWOFF UTILITY POLE LUMINAIRE BOLLARD LIGHT IRON PIPE STEEL REBAR IRON PIN (IP) CALCULATED POINT SOIL BORING BENCHMARK CONCRETE MONUMENT STONEWALL OVERHEAD UTILITY SEWER FORCEMAIN STORM DRAINAGE CURTAIN DRAIN UNDERDRAIN ROOF DRAIN FOOTING DRAIN REMOVED/ABANDONED W PAVED DRIVE OR ROAD GRAVEL DRIVE OR ROAD TOPOGRAPHIC CONTOURS MONITOR WELL PERCOLATION TEST SOIL TEST PIT TO BE SETFOUND SET RECORD DRAWING REQUIREMENTS: 1.A CLEAN SET OF UP TO DATE RECORD DRAWINGS IS TO BE AVAILABLE FOR REVIEW ON SITE AT ALL TIMES. FOR JOBS LASTING MORE THAN 4 WEEKS A REVIEW OF THE RECORD DRAWINGS WILL BE DONE BY THE ENGINEER EVERY 2 WEEKS AND COMMENTS OR DEFICIENCIES MAY BE PROVIDED. 2.TIES TO ALL BENDS, VALVES, JOINTS, CONNECTIONS AND DESIGN FEATURES SHALL BE PROVIDED. TIES SHALL BE PULLED FROM EASILY LOCATABLE PERMANENT ABOVE GROUND FEATURES THAT ARE VISIBLE YEAR AROUND SUCH AS BUILDING CORNERS, HYDRANTS, SEWER AND STORM DRAIN COVERS THAT WILL BE CLEARED IN WINTER, UTILITY POLES, ETC. REFRAIN FROM PROVIDING TIES WITH ACUTE ANGLES. TIES SHOULD BE PULLED AT ANGLES AS CLOSE TO 90 DEGREES AS POSSIBLE. TIES WITH ANGLES TOO ACUTE MAY BE REJECTED. 3.RECORD INFORMATION NEEDS TO BE PROVIDED ON THE APPROPRIATE DESIGN PLANS ON A WEEKLY BASIS. RECORD INFORMATION REGARDING TCE DESIGN ITEMS PLACED ON INAPPROPRIATE DESIGN PLANS WILL NOT BE ACCEPTED. 4.TCE WILL ACCEPT ELECTRONIC RECORD COORDINATE INFORMATION, REFERENCED TO THE PROJECT DATUM. ELECTRONIC DATA SHALL BE COMPUTER-AIDED DESIGN (CAD) FILES INCLUDING NATIVE FILE FORMATS (DWG). 5.IF ENGINEERING SERVICES FOR BI-WEEKLY REVIEW OF RECORD INFORMATION HAVE NOT BEEN OBTAINED FOR THE PROJECT ALL RECORD INFORMATION FOR TCE DESIGN ITEMS SHALL BE PROVIDED TO TCE WITHIN 7 BUSINESS DAYS OF THE COMPLETION OF THE WORK. 6.PLANS SUBMITTED AT THE END OF THE PROJECT SHALL BE REVIEWED FOR COMPLETENESS. ALL REQUIREMENTS LISTED ABOVE APPLY. 7.IF DESIGN FEATURES WERE INSTALLED EXACTLY PER THE DESIGN PLANS TIES TO THE FEATURE ARE STILL REQUIRED TO BE PROVIDED BY THE CONTRACTOR FOR THE OWNERS USE. ANY FEATURE NOT INDICATED AS DIFFERENT IN RED WILL BE CONSIDERED TO BE EXACTLY PER DESIGN. 8.RECORD INFORMATION SHALL INCLUDE BOTH VERTICAL AND HORIZONTAL LOCATIONS. THIS INCLUDES BUT IS NOT LIMITED TO FINISHED FLOOR ELEVATIONS, RIMS AND INVERTS OF STRUCTURES AND PIPING, INVERTS AT CROSSINGS, ETC. 9.ANY UTILITIES ENCOUNTERED THAT ARE NOT SHOWN ON THE PLANS SHALL BE ADDED TO THE PLANS WITH APPROPRIATE TIES. 10.TIES SHALL INCLUDE ALL UTILITIES INSTALLED BY CONTRACTOR WHICH INCLUDE BUT ARE NOT LIMITED TO SEWER, WATER, STORM, ELECTRIC, CABLE, TELEPHONE, GAS, ETC. 11.RECORD DRAWINGS SHALL BE SUPPLIED ON BOTH HARD COPY AND ELECTRONIC DATA. ELECTRONIC DATA SHALL BE COMPUTER-AIDED DESIGN (CAD) FILES INCLUDING NATIVE FILE FORMATS (DWG). 12.THE CONTRACTOR SHALL SUBMIT ON A WEEKLY BASIS PROJECT PHOTOGRAPHS. THE INFORMATION WILL BE SUBMITTED TO THE ENGINEER IN ELECTRONIC FORMAT WITH EACH PICTURE BEING LABELED BY DATE, LOCATION AND ACTIVITY. AT A MINIMUM THE CONTRACTOR WILL SUBMIT PICTURES OF ALL THRUST BLOCKS, CONNECTIONS TO EXISTING FACILITIES AND STRUCTURES BEFORE AND AFTER BACKFILL. PROVIDE AUXILIARY LIGHTING AS REQUIRED TO PRODUCE CLEAR, WELL-LIT PHOTOGRAPHS WITHOUT OBSCURING SHADOWS. THE CONTRACTOR SHALL MAINTAIN ONE CHECK SET OF PHOTOGRAPHS AT THE SITE FOR REFERENCE. UPON REQUEST THE CONTRACTOR SHALL PROVIDE PICTURES OF VARIOUS AREAS DEEMED NECESSARY BY THE ENGINEER OR OWNER. 13.CERTIFICATIONS BY THE ENGINEER AND SUCCESSFUL TEST RESULTS DO NOT RELIEVE THE CONTRACTOR OF FULL COMPLIANCE WITH THE DESIGN PLANS, SPECIFICATIONS AND PERMITS SHOULD A DEFICIENCY BE DISCOVERED AFTER SAID CERTIFICATION OR TESTING. SPECIAL NOTE: FOR CLARITY, ALL ORIGINAL COLOR SHEETS MUST BE REPRODUCED IN COLOR CONSTRUCTION PHASE: LISTED BELOW IS A BRIEF SUMMARY OF CONSTRUCTION PHASE REQUIREMENTS. THIS LIST IS NOT INTENDED TO BE ALL-INCLUSIVE. CONSTRUCTION SPECIFICATIONS, PERMIT REQUIREMENTS AND SUBSEQUENT CONTRACTUAL AGREEMENTS FROM PARTIES INVOLVED SHALL PREVAIL. PRE-CONSTRUCTION ·OWNER TO ESTABLISH SCOPE OF SERVICES WITH PROJECT ENGINEER(S) ·OWNER TO IDENTIFY WORK SCOPE AND SCHEDULE ·UPON OWNER REQUEST, ENGINEER WILL ASSIST WITH CONTRACTOR BID AND SELECTION PROCESS ·ENGINEER TO FINALIZE PLANS FOR CONSTRUCTION READINESS INCLUDING SPECIFICATIONS ·MEETING BETWEEN OWNER, ENGINEER(S), CONTRACTOR(S), ARCHITECT(S), REGULATORY AUTHORITIES AND OTHER PERTINENT PARTIES TO REVIEW AND DISCUSS THE WORK PRE-CONSTRUCTION MEETING ·CONTRACTOR TO IDENTIFY SUPERINTENDENT WITH AUTHORITY TO MAKE DECISIONS ·CONTRACTOR TO IDENTIFY SUBCONTRACTORS ·CONTRACTOR TO ESTABLISH SCHEDULE ·CONTRACTOR TO DESIGNATE RESPONSIBLE PERSONNEL ·CONTRACTOR TO CONFIRM PROCEDURE FOR RFI'S, CHANGE ORDERS, EXTRAS AND PAY REQUESTS ·CONTRACTOR TO SUBMIT SHOP DRAWINGS ·CONTRACTOR TO OUTLINE SAFETY, SECURITY, AND WORKING HOURS ·CONTRACTOR OR OWNER TO IDENTIFY TESTING COMPANY CONSTRUCTION PHASE ·INITIAL CONTROL SUPPLIED BY OWNER AND CONTRACTOR RESPONSIBLE FOR LAYOUT ·PROJECT ENGINEER TO ESTABLISH BENCHMARK AND IN SOME CASES INITIAL SITE LAYOUT ·DISCUSS RESTRICTIONS SUCH AS, BUT NOT LIMITED TO, WETLANDS OR TREE LINE ·REVIEW EXISTING AND REQUIRED PERMITS ·DIGSAFE AND PERMIT NUMBER ·ADDITIONAL UNDERGROUND LAYOUT BY PRIVATE COMPANY ·DISCUSS EROSION CONTROL ·OWNER TO PROVIDE PROJECT ENGINEER TO OBSERVE CONSTRUCTION PERIODICALLY, DURING CRITICAL PHASES AND TESTING ·WEEKLY JOB MEETINGS DURING CONSTRUCTION ·OWNER TO PROVIDE PROJECT ENGINEER TO REVIEW AND DISCUSS PLANS, ANSWER QUESTIONS, RESPOND TO CHANGES, APPROVE SUBMITTALS, AND OTHER BUSINESS COMMON TO CONSTRUCTION SERVICES. ·ENGINEER TO OBSERVE TESTING AND COLLECT RESULTS ·OWNER AND CONTRACTOR TO COMPLY WITH PERMITS ·CONTRACTOR CERTIFICATION (PROVIDED BY CONTRACTOR) ·PICTURE AND RECORD DRAWINGS (PROVIDED BY CONTRACTOR) Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 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. PLANNING ENVIRONMENTAL PAVED DRIVE OR ROAD WITH CURB SEWER MAINS AND SERVICES WATER MAINS AND SERVICES LIQUID PROPANE OR NATURAL GAS UNDERGROUND UTILITY MARBLE OR STONE MONUMENT TCE CONTROL POINT MAG NAIL TCE CONTROL POINT STEEL REBAR MTC OR TRANSFORMER OUTLET OR END SECTION ØØØØSSèèèè124 FM W CD UD RD FD G OH UG X 124 W D CD UD RD FD G OH UG X ØØØØØØS S S FM FM FM W W W W D D D D CD CD CD UD UD UD RD RD RD FD FD FD G G G G OH OH OH UG UG UG X X X X X X FM D W W Legend and Notes C1-00 01/11/2022 N/A 19-202 RMP JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont LEGEND NOTE: SOME INFORMATION MAY BE PROVIDED BY OTHERS AND COULD BE SHOWN WITH A DIFFERENT SYMBOL NOT SHOWN ON THIS LEGEND. HOWEVER, THEY ARE LABELED ON RESPECTIVE PLANS. IN SOME CASES A CHANGE IN SCALE OR PRINTER CAN ALTER INFORMATION TO NOT SHOW AN EXACT MATCH ON THIS LEGEND. IF ANY QUESTIONS EXIST CONTACT THE ENGINEER TO CLARIFY. ADDITIONAL LEGEND INFORMATION IS SUPPLIED SEPARATELY ON EROSION CONTROL PLANS AND SOME SURVEY PLATS. TAX ID: 1540-00510 SEWER, STORM OR TELEPHONE MANHOLE (SMH/STMH/TMH) TELEPHONE OR TELEVISION PEDESTAL (TEL-PED/TV-PED) ADJOINING PROPERTY LINE WELL CONE / WASTEWATER CONE OF INFLUENCE SIGN VFSL xx"/xx" TP- P- XXMIN./IN. SURVEY CONSTRUCTION NOTES FOR CONTRACTOR & CLIENT/OWNER: 1.CONTRACT DOCUMENTS: THESE PLANS WERE PREPARED BY TRUDELL CONSULTING ENGINEERS (TCE) AND ARE INTENDED TO BE USED IN CONJUNCTION WITH THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT, #C-700 PREPARED BY THE ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE (EJCDC), LATEST EDITION. COPIES ARE AVAILABLE AT WWW.NSPE.ORG/EJCDC. 2.UNDERGROUND IMPROVEMENTS: THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE ASSUMED BASED ON RESEARCH, UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE AVAILABLE AND WERE OBTAINED IN A MANNER CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER. 3.DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS: IF CONTRACTOR BELIEVES THAT ANY SUBSURFACE OR PHYSICAL CONDITION AT OR CONTIGUOUS TO THE SITE THAT IS UNCOVERED OR REVEALED EITHER: (1) IS OF SUCH A NATURE AS TO ESTABLISH THAT ANY “TECHNICAL DATA” ON WHICH CONTRACTOR RELIED IS MATERIALLY INACCURATE; OR (2) IS OF SUCH A NATURE AS TO REQUIRE A CHANGE IN THE PLANS/CONTRACT DOCUMENTS; OR (3) DIFFERS MATERIALLY FROM THAT SHOWN OR INDICATED IN THE PLANS/CONTRACT DOCUMENTS; OR (4) IS OF AN UNUSUAL NATURE, AND DIFFERS MATERIALLY FROM CONDITIONS ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE PLANS/CONTRACT DOCUMENTS; THEN CONTRACTOR SHALL, PROMPTLY AFTER BECOMING AWARE THEREOF AND BEFORE FURTHER DISTURBING THE SUBSURFACE OR PHYSICAL CONDITIONS OR PERFORMING ANY WORK IN CONNECTION THEREWITH (EXCEPT IN AN EMERGENCY), NOTIFY OWNER AND ENGINEER ABOUT SUCH CONDITION. CONTRACTOR SHALL NOT FURTHER DISTURB SUCH CONDITION OR PERFORM ANY WORK IN CONNECTION THEREWITH (EXCEPT AS AFORESAID) UNTIL RECEIPT OF WRITTEN ORDER TO DO SO. ALL PARTIES INVOLVED (OWNER, ENGINEER, ARCHITECT AND MUNICIPALITY IF APPLICABLE) SHALL AGREE UPON HOW TO PROCEED AND ANY RELATED COST IMPLICATIONS. 4.UTILITIES: PRIVATE AND PUBLIC UTILITIES SUCH AS ELECTRIC, TELEPHONE, GAS, CABLE, FIBER OPTIC ETC. ARE THE RESPONSIBILITY OF THE RESPECTIVE UTILITY COMPANY. ANY INFORMATION SHOWN BY TCE SHOULD BE CONSIDERED PRELIMINARY (USUALLY TO ASSIST WITH PERMITTING.) FINAL DESIGN, CONSTRUCTION AND MAINTENANCE ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANIES. COMPLIANCE WITH EASEMENTS AND REGULATIONS (STATE AND LOCAL) ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANY. 5.DIGSAFE: IN ACCORDANCE WITH VERMONT STATE LAW (VSA TITLE 30 CHAPTER 86 AND PSB RULE 3,800) THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DIGSAFE SYSTEMS, INC. “DIGSAFE.” AT LEAST 48 HOURS , EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS, BUT NOT MORE THAN 30 DAYS BEFORE COMMENCING EXCAVATION ACTIVITIES, EXCEPT IN AN EMERGENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRE-MARKING THE SITE AND MAINTAINING DESIGNATED MARKINGS. FOR MORE INFORMATION ON DIGSAFE REQUIREMENTS SEE WWW.DIGSAFE.COM. 6.JOBSITE SAFETY: NEITHER THE PROFESSIONAL ACTIVITIES OF TRUDELL CONSULTING ENGINEERS (TCE), NOR THE PRESENCE OF TCE OR ITS EMPLOYEES AND SUB CONSULTANTS AT A CONSTRUCTION SITE, SHALL RELIEVE THE GENERAL CONTRACTOR AND ANY OTHER ENTITY OF THEIR OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. TCE AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PRECAUTIONS. THE CLIENT AGREES THAT THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY, AND WARRANTS THAT THIS INTENT SHALL BE MADE EVIDENT IN THE CLIENT'S AGREEMENT WITH THE GENERAL CONTRACTOR. THE CLIENT ALSO AGREES THAT THE CLIENT, TCE AND TCE'S CONSULTANTS SHALL BE INDEMNIFIED AND SHALL BE MADE ADDITIONALLY INSURED UNDER THE GENERAL CONTRACTOR'S GENERAL LIABILITY INSURANCE POLICY. 7.CODES AND STANDARDS COMPLIANCE: TCE SHALL EXERCISE USUAL AND CUSTOMARY PROFESSIONAL CARE IN ITS EFFORTS TO COMPLY WITH CODES, STANDARDS, REGULATIONS AND ORDINANCES IN EFFECT. THE OWNER ACKNOWLEDGES THAT SUCH REQUIREMENTS MAY BE SUBJECT TO VARIOUS AND CONTRADICTORY INTERPRETATIONS. TCE, THEREFORE, WILL USE ITS REASONABLE PROFESSIONAL EFFORTS AND JUDGMENT TO INTERPRET APPLICABLE REQUIREMENTS AS THEY APPLY TO THE PROJECT. TCE, HOWEVER, CANNOT AND DOES NOT WARRANT OR GUARANTEE THAT THE PROJECT WILL COMPLY WITH ALL INTERPRETATIONS OF SUCH REQUIREMENTS. 8.CONSTRUCTION OBSERVATION: TCE MAY VISIT THE PROJECT AT APPROPRIATE INTERVALS DURING CONSTRUCTION TO BECOME GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE CONTRACTOR'S WORK AND TO DETERMINE IF THE WORK IS PROCEEDING IN GENERAL ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE OWNER HAS NOT RETAINED TCE TO MAKE DETAILED INSPECTIONS OR TO PROVIDE EXHAUSTIVE OR CONTINUOUS PROJECT REVIEW AND OBSERVATION SERVICES. TCE DOES NOT GUARANTEE THE PERFORMANCE OF, AND SHALL NOT HAVE RESPONSIBILITY FOR, THE ACTS OR OMISSIONS OF ANY CONTRACTOR, SUB-CONTRACTOR, SUPPLIER OR ANY OTHER ENTITY FURNISHING MATERIALS OR PERFORMING ANY WORK ON THE PROJECT. TCE SHALL NOT SUPERVISE, DIRECT OR HAVE CONTROL OVER THE CONTRACTOR'S WORK NOR HAVE ANY RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF THE CONTRACTOR. IF THE OWNER DESIRES MORE EXTENSIVE PROJECT OBSERVATION OR FULL-TIME PROJECT REPRESENTATION, THE OWNER SHALL REQUEST SUCH SERVICES BE PROVIDED BY TCE AS ADDITIONAL SERVICES. 9.CONTAMINATED SOILS NOTES: CONTRACTOR SHALL ABIDE BY LOCAL, STATE, AND FEDERAL REGULATIONS AND BEST PRACTICES REGARDING CONTAMINATED SOILS FROM PRIOR SITE USE. REFER TO APPROVED CORRECTIVE ACTION PLAN (CAP) AND MOST RECENT ENVIRONMENTAL/SOILS REMEDIATION PLANS PREPARED BY KAS CONSULTING. SHORT AND LONG TERM MONITORING AND CAP SHALL BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. CORRECTIVE ACTION PLAN (CAP) AND SHORT AND LONG TERM SOILS MONITORING TO BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. ALL EXCAVATION ON SITE SHALL ADHERE TO DEWATERING PRACTICES INCLUDING CHECK DAMS AND SILT BAG IMPLEMENTATION IN ACCORDANCE WITH THE EXCAVATION DEWATERING DETAIL ON C8-04. 10.THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS A DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION. ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED. MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS. 11.IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS, LOCAL PUBLIC WORKS STANDARDS AND ALL CONSTRUCTION SAFETY REGULATIONS. 12.ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 13.IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ON THE ITEM(S) IN QUESTION. 14.SEWER LATERAL CONNECTIONS ARE SOMETIMES NOT SHOWN FOR CLARITY. CONTRACTOR TO CONSULT WITH ENGINEER AND SUPPLY BENDS, CLEANOUTS, ETC. AS NECESSARY TO FACILITATE PROPER CONNECTION BETWEEN FOUNDATION WALL AND SEWER MAIN LINE. 15.CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL RELEVANT PARTIES (INCLUDING, BUT NOT LIMITED TO OWNER, ARCHITECT AND UTILITY COMPANIES) TO DETERMINE FINAL LAYOUT AND DESIGN. 16.DESIGN AND CONSTRUCTION OF PEDESTRIAN WALKS, RAMPS AND DECKS BETWEEN BUILDINGS AND PARKING LOTS IS PROVIDED BY THE ARCHITECT AND INCORPORATED INTO THE BUILDING DESIGN, UNLESS INDICATED OTHERWISE. 17.ALL WATER LINE TAPS SHALL BE LIVE TAPS; EXISTING WATER LINE MUST REMAIN IN SERVICE DURING CONNECTION, UNLESS INDICATED OTHERWISE. 18.ROOF DOWNSPOUT CAN CONNECT TO ROOF DRAIN MANIFOLD (RD) AS DETERMINED BY ARCHITECT AND OWNER. THIS CONNECTION PIPE IS INCLUDED AS PART OF THE DESIGN PLAN BUT NOT SHOWN TO ALLOW FLEXIBILITY IN LOCATION AS NEEDED. 19.THRUST BLOCKS FOR PRESSURE LINES ARE NOT SHOWN FOR CLARITY PURPOSES. PROVIDE THRUST BLOCKS AT ALL BENDS, TEE AND REDUCES. PROJECT ENGINEER TO OBSERVE ALL THRUST BLOCKS PRIOR TO BACKFILL. 20.WATER MAIN OPERATED AT HIGH PRESSURE. ALL BUILDINGS SHALL CONFIRM STATIC INTAKE PRESSURE AND PROVIDE PRESSURE-REDUCING VALVES AS DEEMED APPROPRIATE BY THE MECHANICAL ENGINEER (OR ARCHITECT.) 21.CONTRACTOR TO SUPPLY DAYLIGHT PIPING FOR FOOTING DRAINS WITHIN CONSTRUCTION LIMITS. THE EXACT LOCATION MAY NOT BE CRITICAL. COORDINATE WITH OWNER AND PROJECT ENGINEER. 22.FOOTING DRAINS AROUND BUILDING MAY BE SHOWN BY OTHERS (BECAUSE IT IS WITHIN THE 5' ZONE AROUND BUILDING). FOOTING DRAINS AND PIPE TO DAYLIGHT SHALL BE INCLUDED EVEN IF NOT SHOWN. DAYLIGHT PIPE LOCATION TO SWALE MAY NOT BE CRITICAL SO LONG AS IT DOES NOT CREATE ANY CONFLICT WITH OTHER UTILITIES, OR IMPACT ENVIRONMENTALLY SENSITIVE AREAS SUCH AS WETLANDS. 23.SEWER CONNECTIONS TO EXISTING MANHOLES SHALL INCLUDE WATERTIGHT CONNECTIONS, REFORMING INVERT TO PROVIDE SMOOTH FLOW STREAM AND TESTING TO ENSURE STRUCTURE IS WATERTIGHT. IF AN EXISTING MANHOLE IS FOUND NOT TO BE WATERTIGHT IT SHALL BE EXPOSED AND REPAIRED ON THE OUTSIDE. PRIOR TO CONNECTING TO EXISTING MANHOLES, SUBMIT SHOP DRAWINGS ON CORE LOCATION, ANY REQUIRED PIPING (FOR DROP MANHOLES) AND CHANGES TO INVERT FORM. 24.FINAL RIMS OF SEWER MANHOLES AND WATER VALVES SHALL BE CONFIRMED AND COORDINATED WITH FINAL SITE GRADING. MINOR ADJUSTMENTS FROM DESIGN GRADES MAY BE REQUIRED BY OWNER OR ENGINEER AND SHALL BE INCLUDED. 25.ROCK REMOVAL WORK FOR BOULDERS UNDER 2.5 CUBIC YARDS IS INCLUDED AS PART OF EXCAVATION. ANY ROCK REMOVAL FOR 2.5 CUBIC YARDS OR GREATER SHALL BE TREATED AS LEDGE REMOVAL. THIS SHOULD BE REVIEWED AND AGREED UPON BY OWNER PRIOR TO CONDUCTING ROCK REMOVAL. 26.THE GENERAL CONTRACTOR IS REQUIRED TO CONFORM TO THE STRICTEST INTERPRETATION OF THE CONTRACT DRAWING, SPECIFICATION, PERMITS AND CONSTRUCTION CONTRACT. ALL EARTH MATERIAL RECEIVED OR DISPOSED FROM OUTSIDE SOURCES SHALL COMPLY WITH APPLICABLE PERMITS AND REGULATIONS. SHOP DRAWING SUBMITTALS SHALL INCLUDE CONTRACTOR'S CERTIFICATION STATEMENT OF COMPLIANCE AND COPIES OF RELEVANT PERMITS FOR OUTSIDE SOURCES. 27.CONTRACTOR SHALL PAY FOR ALL REQUIRED TESTING. THIS SHALL INCLUDE BUT IS NOT LIMITED TO: SOIL TESTING, COMPACTION TESTING, SIEVE ANALYSIS, CONCRETE TESTING, ASPHALT PENETRATION TESTING, BACTERIOLOGICAL TESTING FOR WATER AND OTHER TESTING AS PART OF STANDARD PRACTICE FOR A CONSTRUCTION PROJECT OF THIS NATURE, UNLESS INDICATED OTHERWISE AND APPROVED BY THE OWNER. FDFDFD OHOHOHOHOHOHOH OH OH OH OH OH OHUG UGUGUGUGUGUG GGG W W W W W W W SSSStax map no. 1540-00520 Germania Property Group, LLC v. 975 p. 135 map slide 548, 555, 589 tax map no. 0090-00025 John Larkin, INC v. 1375 p. 324 map slides 548, 555, 589, 600 tax map no. 0090-00014 Deimer Properties, INC. v. 479 p. 704 map slide 67 BACON STREET U.S. ROUTE 7 & SHELBURNE ROADGRAVEL GRAVEL GRAVEL PARKING AREACONCRETE PAD EXPOSED FOUNDATION EXISTING SIDEWALKMW MW MW 18" WHITE PINE S S S "BACON STREET" SIGN "STOP" SIGN 4" CAST IRON CLEANOUTS15" CLAY10" CLAY SMH R=207.75 iOUT=201.7 (15")N iIN=201.8 (10")E CONCRETE MW MW MW MW ELEC. METER SERVICE GRAVEL PAVEMENT GRAVEL FFE=210.88 FFE=211.44 FLUSH CURB PAVEMENT PAVEMENT PAVEMENT DMH R=210.29 iOUT=205.4± (10" PVC)N iIN=205.4± (18" HDPE)E SUMP @ 204.45 D DDTELEPHONE PEDESTAL CB R=209.74 iIN=205.74 (15" HDPE)E iIN=205.72 (18" HDPE)S iOUT=205.59 (18" HDPE)W SUMP @ 204.2 CB R=209.97 i=207.77 (12" CMP) SUMP @ 206.37 CB R=210.55 iOUT=206.25 (20" HDPE) SUMP @ 205.45 D D 4" PVC CLEANOUT R=210.45 i=204.5 12" CMP18" HDPE10" PVC20" HDPE 6" HDPE 6" HDPE SMH R=210.39 iIN=203.47 (4" PVC)N iIN=203.4E iIN=203.4±S iOUT=203.37 (10" PVC)W4" PVC10" PVC CB R=208.93 iIN=206.53 (8" PVC)S iOUT=206.53 (8" PVC)W SUMP @ 205.38 8" PVC8" PVC CB R=208.78 i=206.93 (8" PVC) SUMP @ 205.9 SMH R=209.48 iIN=202.11 (10" PVC)E iIN=202.13 (8" PVC)N iOUT=202.08 (10" PVC)WS8" PVCSMH R=209.91 DMH R=211.87 SMH R=211.60 CB R=210.29 CB R=207.01 i=204.51 (6") SUMP @ 204.0 CURB STOP (BROKEN)CB R=209.75 i=206.75 (6" HDPE) SUMP @ 206.6 UG UG APPROXIMATE LOCATION OF UNDERGROUND STORM SEWER BASED ON CITY OF BURLINGTON MAPPING - NOT FIELD VERIFIED W10" PVC 15 " H D P E 18" HDPE 50' WIDE ACCESS EASEMENT TO FARRELL STREET 211 211 209208208209 211 211 211 212 212211210210 210 210 210 210210PROJECT TBM TOP NORTH B.BOLT "X" ELEV.=212.11 BOUNDARY LINE TO BE DISSOLVEDPOLE 16-30 34308 THREE PHASE POLE 15 34306 SINGLE PHASE POLE 13 102378 POLE 1 34309 THREE PHASE UGW OHOHD D D D DDDDDDDAPPROXIMATE LOCATION OF UNDERGROUND STORM SEWER BASED ON CITY OF BURLINGTON MAPPING - NOT FIELD VERIFIED 6" WATER MAIN GRAVEL 21 0 209209 CB R=207.32 (4) 3" BIRCHES 4" BALSAM FIR 4" SPRUCE 4" BALSAM FIR 6" 6" MAPLE 3 BUSHES (4) 3" BIRCHES 4" BALSAM FIR 4" BALSAM FIR (4) 3" BIRCHES (4) 3" BIRCHES (4) 2" BIRCHES 4" SPRUCE 6" MAPLE TELEPHONE MANHOLE SUMP @ 199.16 APPROX. LOCATION EXISTING FLOOR DRAIN CONTRACTOR TO CONTACT CITY ARBORIST TO DETERMINE IF TREE SHOULD 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 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 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. PLANNING ENVIRONMENTAL 0 Feet Graphic Scale 20 20 40 60 80 15°±VT GridMagneticTAX ID: 1540-00510 Existing Conditions Plan C1-01 01/11/2022 1" = 20' 19-202 RMP JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont EXISTING CONDITIONS NOTES: 1.THE PURPOSE OF THE EXISTING CONDITIONS PLAN IS TO DEPICT READILY APPARENT PERTINENT EXISTING CONDITIONS AS OF 09/12/2019 AND 04/27/2020. 2.BEARINGS SHOWN ARE BASED UPON VERMONT GRID NORTH. 3.VERTICAL DATUM IS BASED ON NAVD88 (GEIOD 12). A RTK WAS EMPLOYED FOR THESE OBSERVATIONS FROM VERMONT CORS STATION VTVRS. 4.COORDINATE SYSTEM IS BASED ON VERMONT STATE PLANE (U.S. SURVEY FEET). 5.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE BASED ON RESEARCH, UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE ENCOUNTERED AND WERE OBTAINED IN A MANNER CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER. ADDITIONAL UTILITIES NOT SHOWN MAY EXIST. ENGINEER SHALL BE NOTIFIED IF ANY DISCREPANCIES ARE ENCOUNTERED. ACTUAL LOCATION OF UNDERGROUND UTILITIES MAY VARY. DIGSAFE MUST BE CONTACTED PRIOR TO ANY EXCAVATION. CALL 1-888-DIG SAFE (344-7233). 6. 7.PERIMETER BOUNDARIES SHOWN HEREON BASED ON A BOUNDARY PLAT FOR CHAMPLAIN OIL COMPANY, INC. & BACON STREET PROPERTIES, LLC. DATED 09/13/2019. PROJECT LOCATION1 1 2 2 3 4 3 4 5 5 6 6 7 7 8 8 9 9 10 10 1 09/15/20 JADPermit Revisions FOR PERMITTING FDFDFDFDFD FDOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH OH OH OH OH OH OH OHUGUG GGGGGWG G G W W W W W W W W W W W W W W SSSSSSSSStax map no. 1540-00520 Germania Property Group, LLC v. 975 p. 135 map slide 548, 555, 589 John Larkin, INC v. 1375 p. 324 map slides 548, 555, tax map no. 0090-00014 Deimer Properties, INC. v. 479 p. 704 map slide 67 BACON STREET U.S. ROUTE 7 & SHELBURNE ROADGRAVEL GRAVEL GRAVEL PARKING AREA CONCRETE PAD EXPOSED FOUNDATION EXISTING SIDEWALKMW MW MW S S S S S S "BACON STREET" SIGN "STOP" SIGN 4" CAST IRON CLEANOUTSS15" CLAY10" CLAY D WSMH R=207.75 iOUT=201.7 (15")N iIN=201.8 (10")E CONCRETE MW MW MW MW ELEC. METER SERVICE GRAVEL PAVEMENT GRAVEL FFE=210.88 FFE=211.44 FLUSH CURB PAVEMENT PAVEMENT PAVEMENT DMH R=210.29 iOUT=205.4± (10" PVC)N iIN=205.4± (18" HDPE)E SUMP @ 204.45 D D DCB R=209.74 iIN=205.74 (15" HDPE)E iIN=205.72 (18" HDPE)S iOUT=205.59 (18" HDPE)W SUMP @ 204.2 CB R=210.55 iOUT=206.25 (20" HDPE) SUMP @ 205.45 D 4" PVC CLEANOUT R=210.45 i=204.5 10" PVC6" HDPE 6" HDPE SMH R=210.39 iIN=203.47 (4" PVC)N iIN=203.4E iIN=203.4±S iOUT=203.37 (10" PVC)W 4" PVCS10" PVCDD CB R=208.93 iIN=206.53 (8" PVC)S iOUT=206.53 (8" PVC)W SUMP @ 205.38 8" PVC8" PVC CB R=208.78 i=206.93 (8" PVC) SUMP @ 205.9 SMH R=209.48 iIN=202.11 (10" PVC)E iIN=202.13 (8" PVC)N iOUT=202.08 (10" PVC)WSSS8" PVCR=209.91 DMH R=211.87 SMH R=211.60 CB R=207.01 i=204.51 (6") SUMP @ 204.0 CURB STOP (BROKEN) CB R=209.75 i=206.75 (6" HDPE) SUMP @ 206.6 UG UG UG UG UG WWWWWWWWWWWWW10" PVC 15 " H D P E 18" HDPE 50' WIDE ACCESS EASEMENT TO FARRELL STREET 211 2 11 209208208209 211 211 211 212210210 210 210 210 210210PROJECT TBM TOP NORTH B.BOLT "X" ELEV.=212.11 BOUNDARY LINE TO BEDISSOLVEDPOLE 16-30 34308 THREE PHASE POLE 15 34306 SINGLE PHASE POLE 1 34309 THREE PHASE WWD D D D D D D D DDDDDDDDDDDDDDDAPPROXIMATE LOCATION OF UNDERGROUND STORM SEWER BASED ON CITY OF BURLINGTON MAPPING - NOT FIELD VERIFIED 6" WATER MAIN CHAINLINK CONSTRUCTION FENCE STABILIZED CONSTRUCTION ENTRANCE 24' WIDE X 30' LONG MINIMUM CONSTRUCTION ENTRANCE TO THE SITE SHALL ONLY BE FROM BACON STREET WITH NO CONSTRUCTION ENTRANCE OR EGRESS DIRECTLY FROM SHELBURNE ROAD MULTIPLE STABILIZED CONSTRUCTION ENTRANCES FROM BACON STREET MAY BE ALLOWED WITH ENGINEER APPROVAL ALL GRAVEL AND PAVEMENT SURFACING 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 REMOVEDTO BE REMOVED TO BE REMOVED TO BE REMOVED GRAVEL TO BE REMOVED TO BE REMOVED TO BE REMOVED EXISTING BUILDING, CURBING, & ASSOCIATED STRUCTURE TO BE REMOVED EXISTING UNDERGROUND WATER AND POWER TO BE CUT/CAPPED & ABANDONED 21 0 209209 TO BE REMOVED(4) 3" BIRCHES 4" BALSAM FIR TO BE REMOVED TO BE REMOVED TELEPHONE MANHOLE SUMP @ 199.16 APPROX. LOCATION EXISTING FLOOR DRAIN TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED SCESILT FENCE TO BE INSTALLED AROUND PERIMETER OF PROJECT SITE SILT FENCE TO TERMINATE AT EDGE OF CONSTRUCTION ENTRANCE SOIL STOCKPILE (TYP.) LOCATION SHOWN FOR ILLUSTRATIVE PURPOSES AND SUBJECT TO CHANGE DURING CONSTRUCTION PROVIDE INLET PROTECTION AROUND CATCH BASIN INLET DURING CONSTRUCTION OR EARTH DISTURBANCE WITHIN 50 FEET OF STRUCTURE PROTECT TREES ON ADJACENT PROPERTY CONTRACTOR TO CONTACT CITY ARBORIST TO DETERMINE IF TREE SHOULD 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 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 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. PLANNING ENVIRONMENTAL 0 Feet Graphic Scale 10 10 20 30 40 15°±VT GridMagnetic1 09/08/20 CMJRevisions for EPSC Measures TAX ID: 1540-00510 Demolition, Remediation, & EPSC Plan C1-02 01/11/2022 As Shown 19-202 RMP JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont CONTAMINATED SOILS NOTES: 1.CONTRACTOR SHALL ABIDE BY LOCAL, STATE, AND FEDERAL REGULATIONS AND BEST PRACTICES REGARDING CONTAMINATED SOILS FROM PRIOR SITE USE. 2.REFER TO APPROVED CORRECTIVE ACTION PLAN (CAP) AND MOST RECENT ENVIRONMENTAL/SOILS REMEDIATION PLANS PREPARED BY KAS CONSULTING. 3.SHORT AND LONG TERM MONITORING AND CAP SHALL BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. CORRECTIVE ACTION PLAN (CAP) AND SHORT AND LONG TERM SOILS MONITORING TO BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 4.ALL EXCAVATION ON SITE SHALL ADHERE TO DEWATERING PRACTICES INCLUDING CHECK DAMS AND SILT BAG IMPLEMENTATION IN ACCORDANCE WITH THE EXCAVATION DEWATERING DETAIL ON C8-04. TREE PROTECTION AND REMOVAL NOTES: 1.TREE PROTECTION AND REMOVAL DESCRIBES DEMOLITION WORK ONLY AS IT PERTAINS TO EXISTING TREE PRESERVATION AND PROTECTION MEASURES AND TREE REMOVAL. 2.TREE PROTECTION MEASURES SHALL BE INSTALLED AS SHOWN ON THIS PLAN AND REMAIN THROUGHOUT THE DURATION OF CONSTRUCTION AS SPECIFIED AND DIRECTED BY THE OWNER'S REPRESENTATIVE. 3.CONTRACTOR SHALL TAG ALL TREES TO BE REMOVED AND VERIFY WITH OWNER'S REPRESENTATIVE PRIOR TO THE START OF DEMOLITION. 4.TREE PROTECTION MEASURES SHALL EXTEND TO THE DRIP EDGE OF THE TREE CANOPY, OR 8 INCHES FOR EVERY 1 INCH OF DIAMETER AT BREAST HEIGHT (DBH), WHICHEVER IS GREATER. THIS AREA IS CONSIDERED THE CRITICAL ROOT ZONE. 5.ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT. 6.NO STORAGE OF ANY TYPE OF MATERIAL, CHEMICAL OR EQUIPMENT SHALL BE ALLOWED IN THE PROTECTED AREA OR TREE PROTECTION AREA. 2 09/15/20 JADPermit Revisions FOR PERMITTING OHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH OH OH OH OH OH OH OHUGUG GGGGGWG G G W W W W W W W W W W W W W W SSSSSSSSSS S S S S SS15" CLAY10" CLAY D WSMH R=207.75 iOUT=201.7 (15")N iIN=201.8 (10")E D D DD SMH R=210.39 iIN=203.47 (4" PVC)N iIN=203.4E iIN=203.4±S iOUT=203.37 (10" PVC)W 4" PVCS10" PVCDD SMH R=209.48 iIN=202.11 (10" PVC)E iIN=202.13 (8" PVC)N iOUT=202.08 (10" PVC)WSSS8" PVCR=209.91 SMH R=211.60 10" PVC 210210 210 210 210 210210WWD D D D D D D D DDDDDDDDDDDDDDD21 0 8 9 8 3 10'SETBACK20' SETBACK 30' SETBACK "DO NOT ENTER" SIGN OFF-SITE PARALLEL PARKING DFLUSH CURBWWWWUG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG FLUSH CURB, TYP. CONCRETE CURB, TYP DETECTABLE WARNING, TYP. BACON STREET U.S. ROUTE 7 / SHELBURNE ROADSLIP LANE PROPOSEDSIDEWALKPROPOSED BUILDING 4,972 SF FINISHED FLOOR ELEVATION = 211.90 D DDDSIDEWALK TO MEET EXISTING GRADE 8 10' SETBACK 13'++++++++++++++++++++++++++++++SNOW STORAGE, TYP. PROPOSED DUMPSTER ON CONCRETE PAD WITH SCREEN FENCING SSSSSSSSSSSSSS S S SDDD(2) BIKE RACKS PROPOSED LIGHTED BOLLARD, TYP UD UD UDUDUD 10'SETBACKMOUNTABLE CURB D D D D D D D D D D D D D D CONCRETE SIDEWALK WITH CROSSWALK STRIPING 5' 5' FLUSH CURB AT SIDEWALK, TYP. 22'8'24'24'18'9'S S S S S 8.00'20'SETBACK25' FLUSH CURB FLUSH CURBDDDDDDDD ASPHALT PAVING 6' BENCH, TYP. UG UG UG UG UG UG UG UG UG UG PROPOSED CONCRETE BOLLARD, TYP 0 Feet Graphic Scale 10 10 20 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 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. PLANNING ENVIRONMENTAL 1 07/23/20 CMJFilterra Stormwater Revision TAX ID: 1540-00510 Site Plan C2-01 01/11/2022 1" = 10' 19-202 EBJ/LET JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont ZONING DISTRICT INFORMATION: ZONING DISTRICT:C1 R15 OVERLAY DISTRICT:URBAN DESIGN (UDO)/PRIMARY NODE TRANSIT DISTRICT TRAFFIC DISTRICT / ZONE 1 SETBACKS FRONT YARD:20 FT PER UDO (SHELBURNE ROAD & BACON STREET) SIDE YARD:10 FT REAR YARD:30 FT LOT COVERAGE:70% MAX. BLDG COVERAGE:40% MAX. LOT SIZE:40,000 SF MIN. HEIGHT REQ'S:2 STORIES MIN. PLAN INFORMATION: EXISTING LOT SIZE:29,700 SF / 0.68 AC BLDG COVERAGE:1,981 SF / 0.05 AC OR ±6.67% OVERALL LOT COVERAGE:±26,576 SF / 0.61 AC OR ±89.5% FRONT YARD: SHELBURNE ROAD:±2,995 SF / 0.07 AC OR 98.6% BACON STREET:±2,644 SF / 0.06 AC OR 69.7% PROPOSED LOT SIZE:29,700 SF / 0.68 AC BLDG COVERAGE:4,972 SF / 0.11 AC OR ±16.7% OVERALL LOT COVERAGE:±23,200 SF / 0.54 AC OR ±78.1% FRONT YARD: SHELBURNE ROAD:±865 SF / 0.02 AC OR 28.9% BACON STREET:±2,580 SF / 0.06 AC OR 67.9% HEIGHT:4 STORIES / 50 FT PARKING:33 SPACES (ON-SITE) 3 SPACES (OFF-SITE BACON ST.) LOT INFORMATION: TAX MAP NO. 1540-00510 CHAMPLAIN OIL COMPANY, INC. V. 126 P 1-3 20,943 SF / 0.48 AC TAX MAP NO. 0090-00017 BACON STREET PROPERTIES, LLC V. 609 P 786 8,757 SF / 0.20 AC 2 09/09/20 CMJStormwater Manhole Addition 3 09/15/20 JADPermit Revisions 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. CONTAMINATED SOILS NOTES: 1.CONTRACTOR SHALL ABIDE BY LOCAL, STATE, AND FEDERAL REGULATIONS AND BEST PRACTICES REGARDING CONTAMINATED SOILS FROM PRIOR SITE USE. 2.REFER TO APPROVED CORRECTIVE ACTION PLAN (CAP) AND MOST RECENT ENVIRONMENTAL/SOILS REMEDIATION PLANS PREPARED BY KAS CONSULTING. 3.SHORT AND LONG TERM MONITORING AND CAP SHALL BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. CORRECTIVE ACTION PLAN (CAP) AND SHORT AND LONG TERM SOILS MONITORING TO BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 4.ALL EXCAVATION ON SITE SHALL ADHERE TO DEWATERING PRACTICES INCLUDING CHECK DAMS AND SILT BAG IMPLEMENTATION IN ACCORDANCE WITH THE EXCAVATION DEWATERING DETAIL ON C8-04. 4 12/09/20 CMJSewer Revisions 02/04/22 LETElectrical Revisions Per City Comments5 OHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH GGGWW W W W W W W W W W W W SSSSSSSSSS S S S S 10" CLAY SMH R=207.75 iOUT=201.7 (15")N iIN=201.8 (10")E D D DD SMH R=210.39 iIN=203.47 (4" PVC)N iIN=203.4E iIN=203.4±S iOUT=203.37 (10" PVC)W 4" PVCS10" PVCDD SMH R=209.48 iIN=202.11 (10" PVC)E iIN=202.13 (8" PVC)N iOUT=202.08 (10" PVC)WS SMH R=211.60 10" PVC 210210 210 210 210 210210WDDDDDDDDDDDDD21 0 10'SETBACK20' SETBACK 30' SETBACKD TC 211.25 BC 210.75 TC 211.75 BC 211.25 TC 211.75 BC 211.25 TC 211.75 BC 211.25WWWWUG UG UG BACON STREET U.S. ROUTE 7 / SHELBURNE ROAD3% 2% 1.8% MIN 2% 3.8% 1.5% 210.90 211.90 PROPOSED BUILDING 4,972 SF FINISHED FLOOR ELEVATION = 211.90 D DDD211.90 1.5% 211.90 211.90 211.76 211.80 2%209210211 211210210 210 210 10' SETBACK 210209 21 1 SSSSSSSSSSSSSS S S S211DDDYARD DRAIN RE: 211.10 UD UD UDUDUD210 10'SETBACKD D D D D D D D D D D D D D +HP 211.25 S S S S S20'SETBACK5% MAX 211.90211.76 209 2% MAX AT ENTRY WAY, TYP 2% MAX IN HC PARKING SPACES AND AISLE TC 211.50 BC 211.00 TC 211.75 BC 211.25 TC 211.25 BC 210.75 211.20 211.30 CURB INLET 210.00 CURB INLET 209.80 CURB INLET 209.80 CURB INLET 210.00 210.6521121 0 211211 TC 211.00 BC 210.50 20 9 211.40 2102 1 0 1.8% MIN 210.50 210.50 CB R=210.55 21 0 211 211 211 211 211.90 21 1DDDDDDDD211YARD DRAIN RE: 211.20 1.8% MIN 0 Feet Graphic Scale 10 10 20 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 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. PLANNING ENVIRONMENTAL TAX ID: 1540-00510 Grading Plan C2-02 01/11/2022 1" = 10' 19-202 EBJ/LET JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont GRADING NOTES 1.ALL INFORMATION SHALL BE VERIFIED IN THE FIELD. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 2.THE CONTRACTOR SHALL USE ONE SINGLE BENCH-MARK FOR ALL WORK AND CONSTRUCTION PHASES. 3.CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION. THE GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN ACCORDANCE WITH “DIG-SAFE” NOTIFICATION PROCEDURES. CALL DIG-SAFE AT 811 OR 1-DIG-SAFE AT LEAST 48 HOURS IN ADVANCE OF SCHEDULED WORK. 4.THE GENERAL CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING EARTHWORK, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOPS AND BOTTOMS OF SLOPES. 5.COMPACT SUBGRADE PRIOR TO ANY FINISH GRADING. REMOVE ALL SOFT SPOTS OBSERVED OR IDENTIFIED IN FIELD. 6.ALL GRADING SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE LOCAL ARCHITECTURAL ACCESS BOARD (ABA) AND THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG), LATEST EDITION. IN CASE OF CONFLICT BETWEEN REGULATIONS, THE GUIDELINES PROVIDING GREATER ACCESS SHALL APPLY. CONTAMINATED SOILS NOTES: 1.CONTRACTOR SHALL ABIDE BY LOCAL, STATE, AND FEDERAL REGULATIONS AND BEST PRACTICES REGARDING CONTAMINATED SOILS FROM PRIOR SITE USE. 2.REFER TO APPROVED CORRECTIVE ACTION PLAN (CAP) AND MOST RECENT ENVIRONMENTAL/SOILS REMEDIATION PLANS PREPARED BY KAS CONSULTING. 3.SHORT AND LONG TERM MONITORING AND CAP SHALL BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. CORRECTIVE ACTION PLAN (CAP) AND SHORT AND LONG TERM SOILS MONITORING TO BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 4.ALL EXCAVATION ON SITE SHALL ADHERE TO DEWATERING PRACTICES INCLUDING CHECK DAMS AND SILT BAG IMPLEMENTATION IN ACCORDANCE WITH THE EXCAVATION DEWATERING DETAIL ON C8-04. 7.ALL NEW PAVEMENT AREAS SHALL BE PITCHED SO AS TO PROVIDE POSITIVE DRAINAGE TOWARDS THE STREET CURB OR TOWARDS PROPOSED DRAINAGE STRUCTURES. 8.THE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE BEFORE PLACING ANY PAVEMENT WITH A CROSS PITCH THAT IS GREATER THAN 2%, LESS THAN 1%, AND NOT NOTED AS SUCH ON THE DRAWINGS. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM OF ONE-EIGHTH INCH (1/8”) PER FOOT (12”). 9.RIM ELEVATIONS OF ALL DRAINAGE STRUCTURES AND OTHER UTILITY STRUCTURES SHALL BE SET FLUSH WITH FINAL SURROUNDING GRADES SO AS NOT TO CAUSE A TRIP EDGE. 10.FINAL SHAPING OF ALL EARTHWORK SHALL BE DIRECTED AND APPROVED IN THE FIELD BY THE OWNER'S REPRESENTATIVE TO REVIEW AND APPROVE SUBGRADE IN PLANT BEDS PRIOR TO PLACING ANY LOAM. 11.PROVIDE POSITIVE DRAINAGE AWAY FROM FACE OF BUILDING AT ALL LOCATIONS. 12.ANY ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION SHALL BE RECORDED BY THE GENERAL CONTRACTOR ON “AS BUILD” DRAWINGS AND BE PRE-APPROVED WITH THE OWNER'S REPRESENTATIVE. 13.EXCAVATION REQUIRED WITHIN PROXIMITY OF EXISTING UTILITY LINES OR TREES TO REMAIN SHALL BE DONE BY HAND. THE GENERAL CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER. 14.NO TOPSOIL SHALL BE REMOVED FROM THE SITE UNLESS APPROVED IN ADVANCE BY THE OWNER'S REPRESENTATIVE. OHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH OH OH OH OH OH OH OHUGUG GGGGGWG G G W W W W W W W W W W W W W W SSSSSSSSSS S S S S SS15" CLAY10" CLAY D WSMH R=207.75 iOUT=201.7 (15")N iIN=201.8 (10")E D D DD SMH R=210.39 iIN=203.47 (4" PVC)N iIN=203.4E iIN=203.4±S iOUT=203.37 (10" PVC)W 4" PVCS10" PVCDD SMH R=209.48 iIN=202.11 (10" PVC)E iIN=202.13 (8" PVC)N iOUT=202.08 (10" PVC)WSSS8" PVCR=209.91 SMH R=211.60 10" PVC 210210 210 210 210 210210WWD D D D D D D D DDDDDDDDDDDDDDD21 0 10'SETBACK20' SETBACK 30' SETBACKDWWWWUG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG BACON STREET U.S. ROUTE 7 / SHELBURNE ROADPROPOSED BUILDING 4,972 SF FINISHED FLOOR ELEVATION = 211.90 D 6" BLD iOUT = 208.75 6" iIN = 202.2 DDD209210211 211210210 210 210 10' SETBACK 210209 21 1 SSSSSSSSSSSSSS S S S CO211 DDDPROPOSED SMH RIM = 210.75 6" iIN = 205.5 4" iIN = 205.3 6" iOUT = 205.25 UD UD UDUDUD210 10'SETBACKD D D D D D D D D D D D D D +HP 211.25 S S S S S 4" BLD iOUT = 208.75 FOR SANITARY iSWR = 205.84 iSTORM = 206.3 iSWR = 205.02 iSTORM = 206.34 iSWR = 207.75 iSTORM = 206.21 4" S D R 3 5 S E W E R INTERNAL PLUMBING TO BE CONFIGURED TO ENSURE SANITARY WASTE WILL DISCHARGE VIA THE 4" SEWER OUT AND BYPASS THE GREASE TRAP. PLUMBING SHALL BE CONFIGURED TO ENSURE ALL WASTEWATER FROM THE SHORT ORDER COMMERCIAL RESTAURANT KITCHEN AND RESTAURANT OPERATION IS ROUTED TO THE EXTERIOR GREASE TRAP VIA THE 6" SEWER OUT WITH NO PLUMBING FROM THE COMMERCIAL OPERATION BYPASSING THE GREASE TRAP.20'SETBACK209 21121 0 211211 20 9 2102 1 0 21 0 211 211 211 211 21 1DDDDDDDD211 1000 GALLON HEAVY DUTY GREASE TRAP RIM = 211.5 6" iIN = 207.5 6"iOUT = 207.0 6 " SD R 3 5 S EW E R4" C900 WATER LINEAPPROXIMATE LOCATION OF PROPOSED UNDERGROUND ELEC. AND TRANSFORMER (SEE ELECTRICAL PLANS FOR REQUIREMENTS) UG UG UG UG UG UG UG UG UG UG 6" SDR35 SEWER S = 14"/FT0 Feet Graphic Scale 10 10 20 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 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. PLANNING ENVIRONMENTAL 1 02/04/22 CMJWastewater and Electrical Note Revisions Per City Comments TAX ID: 1540-00510 Utility Plan C3-01 01/11/2022 1" = 10' 19-202 CMJ JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont UTILITIES NOTES 1.SEE C4-01 FOR STORMWATER AND DRAINAGE NOTES 2.NO WORK SHALL OCCUR WITHIN THE PUBLIC RIGHT-OF-WAY WITHOUT PROPER MUNICIPALITY APPROVAL AND OR PERMITS 3.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND MUNICIPAL PUBLIC WORKS DEPARTMENT PRIOR TO ALL UTILITY CONNECTIONS OR PUBLIC RIGHT-OF-WAY DISTURBANCE. CONTAMINATED SOILS NOTES: 1.CONTRACTOR SHALL ABIDE BY LOCAL, STATE, AND FEDERAL REGULATIONS AND BEST PRACTICES REGARDING CONTAMINATED SOILS FROM PRIOR SITE USE. 2.REFER TO APPROVED CORRECTIVE ACTION PLAN (CAP) AND MOST RECENT ENVIRONMENTAL/SOILS REMEDIATION PLANS PREPARED BY KAS CONSULTING. 3.SHORT AND LONG TERM MONITORING AND CAP SHALL BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. CORRECTIVE ACTION PLAN (CAP) AND SHORT AND LONG TERM SOILS MONITORING TO BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 4.ALL EXCAVATION ON SITE SHALL ADHERE TO DEWATERING PRACTICES INCLUDING CHECK DAMS AND SILT BAG IMPLEMENTATION IN ACCORDANCE WITH THE EXCAVATION DEWATERING DETAIL ON C8-04. "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 WATER AND WASTEWATER BASIS OF DESIGN: PROPOSED BUILDING USE: COMMERCIAL/OFFICE SPACE WITH 25 EMPLOYEES SHORT ORDER RESTAURANT WITH 18 SEATS AND 5 EMPLOYEES SEVEN 1-BEDROOM APARTMENTS TWO 2-BEDROOM APARTMENTS WASTEWATER DESIGN FLOWS: COMMERCIAL/OFFICE SPACE = 25 EMPLOYEES * 15 GPD/EMPLOYEE = 375 GPD SHORT ORDER RESTAURANT SEATS = 18 SEATS * 40 GPD/SEAT = 720 GPD SHORT ORDER RESTAURANT EMPLOYEES = 5 EMPLOYEES * 15 GPD/EMPLOYEE = 75 GPD SEVEN 1-BEDROOM APARTMENTS = 7 * 140 GPD/BEDROOM = 980 GPD TWO 2-BEDROOM APARTMENTS = 2 * 210 GPD/UNIT = 420 GPD TOTAL WASTEWATER FLOW = 2,570 GPD WATER DESIGN FLOWS: COMMERCIAL/OFFICE SPACE = 25 EMPLOYEES * 15 GPD/EMPLOYEE = 375 GPD SHORT ORDER RESTAURANT SEATS = 18 SEATS * 40 GPD/SEAT = 720 GPD SHORT ORDER RESTAURANT EMPLOYEES = 5 EMPLOYEES * 15 GPD/EMPLOYEE = 75 GPD SEVEN 1-BEDROOM APARTMENTS = 7 * 140 GPD/BEDROOM = 980 GPD TWO 2-BEDROOM APARTMENTS = 2 * 2 BEDROOMS * 140 GPD/BEDROOM = 560 GPD TOTAL WASTEWATER FLOW = 2,710 GPD OHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH OH OH OH OH OH OH OH OHUGUG GGGGGWG G G W W W W W W W W W W W W W W SSSSSSSSSS S S S S SS15" CLAY10" CLAY D WSMH R=207.75 iOUT=201.7 (15")N iIN=201.8 (10")E D D DD D SMH R=210.39 iIN=203.47 (4" PVC)N iIN=203.4E iIN=203.4±S iOUT=203.37 (10" PVC)W 4" PVCSS10" PVCDD SMH R=209.48 iIN=202.11 (10" PVC)E iIN=202.13 (8" PVC)N iOUT=202.08 (10" PVC)WSSS8" PVCSMH R=211.60 10" PVC 210210 210 210 210 210210WWD D D D D D D D DDDDDDDDDDDDDDD210 DWWWWUG UG UG BACON STREET U.S. ROUTE 7 / SHELBURNE ROADD D DD D D D DDD DDDDDDDD DDDDDDDDDDDDDDDDPROPOSED BUILDING 4,972 SF FINISHED FLOOR ELEVATION = 211.90 STMH 10" iIN (2) = 206.6 15" iOUT = 206.6 D STMH 18" iOUT = 205.65 15"iIN (E) = 205.65 12" iIN (S) = 205.9 12" iIN (N) = 205.8 OUTLET CONTROL STRUCTURE 36" DIAMETER 12" GRATE = 209.5 6" iIN = 206.25 12"iOUT = 206.15 DDDSTMH 15" iIN = 206.4 15" iOUT = 206.4 6" HDPE ROOF DRAIN 6" iOUT = 210.0 OUTLET CONTROL STRUCTURE 36" DIAMETER 12" GRATE = 210.5 6" iIN = 206.4 12"iOUT = 206.3 BIORETENTION AREA #1 TOP OF MULCH AT 209.25 BIORETENTION AREA #2 TOP OF MULCH AT 209.0209210 211 211210210 210 210 210209 2 1 1 SSSSSSSSSSSSSFILTERRA FTBSVIB0608 6'X8' VAULT - I 2 CURB INLETS = 209.8 10" iOUT = 206.6 S S S S211DDDPEASTONE DIAPHRAGM 6" iOUT = 209.3 UD UD UD 6" UNDERDRAIN (SEE DETAIL) CLEANOUT (TYPICAL)UDUD210D D D D D D D D D D D D D D STMH RIM = 209.5 SUMP = 204.0 ASSUMED10"/12" iOUT (N) = 205.25 18"iIN (E) = 205.5 ASSUMED 10/12" iIN (S) = 205.25 +HP 211.25 5' 5' S S S S S 8.00' 209 21121 0 211211 20 9 2102 1 0 210 211 211 211 211 2 1 1DDDDD D D DD D D D D D D D D D DDDDDDDDDDDDDDDDDFILTERRA FTBSVIB0608 6'X8' VAULT - I 2 CURB INLETS = 210.0 10" iOUT = 206.8 STMH 15" iIN = 206.55 15" iOUT = 206.55 15" iIN = 206.15 15" iOUT = 206.15DDDDDDDD211 RAIN GUARDIAN TURRET GRATE = 210.5 OUTLET = 209.63 FILTERRA FTBSVIB0608 FILTERRA FTBSVIB0608 YARD DRAIN 12" RIM = 210.85 6" iOUT = 209.85 YARD DRAIN 12" RIM = 210.75 6"iIN = 209.55 6" iOUT = 209.55 RAIN GUARDIAN TURRET GRATE = 210.5 OUTLET = 209.63 0 Feet Graphic Scale 10 10 20 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 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. PLANNING ENVIRONMENTAL TAX ID: 1540-00510 Stormwater Plan C4-01 01/11/2022 1" = 10' 19-202 CMJ JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont STORMWATER MAINTENANCE NOTES: THE PURPOSE OF THIS PLAN IS TO SHOW STORMWATER TREATMENT PRACTICES AND CORRESPONDING DRAINAGE AREAS ASSOCIATED WITH THE REDEVELOPMENT OF THE PROJECT PROPERTY. STORMWATER IS PROPOSED TO BE TREATED ON SITE BY A SERIES OF IN-GROUND OR MANUFACTURED BIORETENTION PRACTICES. THE SITE HAS A HISTORY OF CONTAMINATED SOILS AND NO INFILTRATION OF STORMWATER IS PROPOSED. RUNOFF FROM THE SITE IS PROPOSED TO DISCHARGE TO THE MUNICIPAL STORMWATER SEWER SYSTEM VIA A NEW STORMWATER MANHOLE ON SHELBURNE ROAD. THE PROPOSED STORMWATER TREATMENT PRACTICES ARE SUBJECT TO NATURAL ELEMENTS AND WILL REQUIRE PERIODIC MAINTENANCE AND REPAIRS TO ENSURE PROPER OPERATION. THE RECOMMENDED MAINTENANCE FOR THE STORMWATER TREATMENT SYSTEM COMPONENTS ARE AS FOLLOWS: 1.GENERAL MAINTENANCE: EACH SPRING THE ENTIRE SITE SHOULD BE INSPECTED FOR ANY AREAS OF EROSION, WHICH SHOULD BE REPAIRED AS NECESSARY. AN ENGINEER SHOULD BE CONSULTED IF THERE ARE AREAS WITH ROUTINELY ERODE. 2.YARD DRAIN: INSPECT YARD DRAIN GRATES AS WELL AS INLET AND OUTLET PIPES TO ENSURE POSITIVE DRAINAGE THROUGH THE STRUCTURE. NOTE SEDIMENT DEPTH IN YARD DRAIN SUMP. WHEN SEDIMENT/DEBRIS HAS ACCUMULATED TO THE BOTTOM OF THE OUTLET PIPE, THE YARD DRAIN SHOULD BE VACUUMED TO REMOVE AND PROPERLY DISPOSE OF THE ACCUMULATED SEDIMENT AND/OR DEBRIS. 3.CULVERTS AND PIPE INLETS/OUTLETS: ENSURE PIPE INLETS AND OUTLETS ARE FREE OF ACCUMULATED SEDIMENT AND/OR DEBRIS. ANY ACCUMULATED SEDIMENT AND OR DEBRIS WITHIN PIPE INLETS OR OUTLETS SHOULD BE REMOVED AND PROPERLY DISPOSED OF. 4.RAIN GUARDIAN TURRETS: THE TURRETS ARE DESIGNED TO PROVIDE PRETREATMENT OF STORMWATER RUNOFF. INSPECT THE STRUCTURE, GRATE, AND OUTLET TO ENSURE LEVELNESS AND POSITIVE DRAINAGE. REMOVE ANY SEDIMENT OR DEBRIS WHICH HAS ACCUMULATED IN THE STRUCTURE. 5.STONE DIAPHRAGM: THE STONE DIAPHRAGM IS DESIGNED TO PROMOTE SHEET FLOW INTO THE BIORETENTION BASIN. ANY SEDIMENT WHICH IS PRESENT ON TOP OR WITHIN THE STONE SHOULD BE REMOVED AND DISPOSED OF. ANY AREAS WHERE IT APPEARS THAT WATER IS CONCENTRATING AS IT LEAVES THE DIAPHRAGM SHOULD BE REPAIRED TO RESTORE SHEET FLOW DISCHARGE. 6.CONTECH FILTERRA BIORETENTION UNITS: THE TWO FILTERRA BIORETENTION UNITS SHOULD BE INSPECTED FOR SEDIMENT BUILDUP AND/OR DEBRIS ON THE TOP OF THE MULCH LAYER. ANY SEDIMENT AND/OR DEBRIS SHOULD BE REMOVED FROM THE TOP OF THE MULCH. IF THE MULCH IS CLOGGED, ERODED OR SHOWS SIGNS OF STANDING WATER, THE MULCH SHALL CAREFULLY BE REMOVED AND REPLACED. NO DISTURBANCE OF THE SOIL LAYER BENEATH THE MULCH SHOULD OCCUR. 7.BIORETENTION AREAS: ANY SEDIMENT AND/OR DEBRIS SHOULD BE REMOVED FROM THE TOP OF THE MULCH. IF THE MULCH IS CLOGGED, ERODED OR SHOWS SIGNS OF STANDING WATER, THE MULCH SHALL CAREFULLY BE REMOVED AND REPLACED. NO DISTURBANCE OF THE SOIL LAYER BENEATH THE MULCH SHOULD OCCUR. ANY SLOPE EROSION SHOULD BE REPAIRED AND STABILIZED. IF SIGNS OF CHANNELIZED FLOW THROUGH THE BASINS ARE OBSERVED, AN ENGINEER SHALL BE CONTACTED TO DETERMINE MITIGATION MEASURES. 8.OUTLET STRUCTURES AND STORM MANHOLES: ALL OUTLET STRUCTURES AND STORM MANHOLES SHALL BE OBSERVED FOR SEDIMENT BUILDUP AND DEBRIS. IF SEDIMENT AND/OR DEBRIS IS ACCUMULATED AT OR ABOVE THE INLET ELEVATION OF THE LOWEST PIPED INLET/OUTLET, THEN SEDIMENT AND/OR DEBRIS SHALL BE REMOVED AND DISPOSED OF. DRAINAGE AREA #4 DRAINAGE AREA #3 DRAINAGE AREA #2 DRAINAGE AREA #1 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 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. PLANNING ENVIRONMENTAL SD-001 1" = 1' LAST REVISED 11/21/2019TRUDELL CONSULTING ENGINEERS TYPICAL BITUMINOUS PAVEMENT A C B D RESIDENTIAL 6 12 2-1/2 1-1/2 6 12 2 1 PARKING LOTS THICKNESS (INCHES) ROADS PRIVATE 2 COMMERCIAL 6 18 3 2 N/A 12 4 2 1/2 18 6 1 1/2 COMMERCIALRESIDENTIAL 6 6666E 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. DRIVEWAYS 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 Site Details C8-01 01/11/2022 Shown 19-202 ---- JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont SD-056 1/2" = 1' LAST REVISED 05/04/2016TRUDELL CONSULTING ENGINEERS CONCRETE CURB, & SIDEWALK FOR SIDEWALKS DIRECTLY ADJACENT TO BUILDINGS5'VARIES, SEE PLAN 6"1" R BITUMINOUS PAVEMENT FOOTING DRAIN FOUNDATION BY OTHERS NOTE: SEE SITE PLAN FOR SIDEWALK LOCATION 8"x16" FOOTING GRAVEL (3" MAX. STONE SIZE) CONCRETE CURB PIN CURB TO CONCRETE FOUNDATION CONCRETE FOUNDATION 5"BUILDING FACE EXPANSION JOINT MATERIAL CONCRETE WALK (SEE SITE PLAN FOR WIDTH) 30" REBAR (TYPICAL) SD-053 1/2 " = 1' LAST REVISED 10/18/2017TRUDELL 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 20-25 FEET. 4)WHERE "HEAVY DUTY CONCRETE SECTION" IS CALLED OUT ON THE SITE PLAN, THE SIDEWALK IS TO BE 8" THICK 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"SD-010 3/4" = 1'-0" LAST REVISED 03/27/2013TRUDELL CONSULTING ENGINEERS PAVEMENT CUT TRENCH6' MIN. COVER6"D+2' CL SAW CUT EXISTING PAVEMENT BITUMINOUS PAVEMENT CRUSHED GRAVEL GRAVEL BASE SAND CUSHION COMPACT BACKFILL SAME MATERIAL AS REMOVED IN 6" LIFTS SEE SITE PLAN FOR PIPE SIZE AND MATERIALD MATCH EXISTING ROAD SECTION UNLESS INDICATED OTHERWISE SD-004 1" = 1' LAST REVISED 5/24/2018TRUDELL CONSULTING ENGINEERS TYPICAL CURB DETAIL SLOPE BITUMINOUS PAVEMENT SEE SECTION DETAIL CONCRETE CURB CLASS B CONCRETE GRAVEL BASE CRUSHED GRAVEL MIRAFI 500X FILTER FABRIC 6" R1 "18"CONDITION VARIES, SEE PLAN 12" CRUSHED GRAVEL VARIES, SEE PLANS SAND BORROW SD-011LAST REVISED 03/20/2013TRUDELL CONSULTING ENGINEERS PAVEMENT JOINT DETAIL 30" 1-1/2" TYPE III OVERLAY 1-1/2" TYPE III 3" TYPE II 6" 18" EXISTING SURFACE EXISTING PAVEMENT MATCH EXISTING HIGHWAY BASE DEPTH EXISTING BASE (ASSUME 24" DEPTH) (ASSUME 5" DEPTH) COLD PLANESAW CUTFINE-GRADED CRUSHED GRAVEL DENSE-GRADED CRUSHED STONE SD-027 1"=1'-0" LAST REVISED 03/22/2017TRUDELL CONSULTING ENGINEERS CONCRETE CURB AND SIDEWALK 1/4"/FT. NOTE: ADDITIONAL MEASURES AT BUILDING ENTRANCE POINTS MAY BE REQUIRED PER THE ARCHITECT, OWNER, OR STRUCTURAL ENGINEER. THIS MAY INCLUDE FOOTING FOR THE SIDEWALK, ADDITIONAL GRAVEL, UNDERDRAIN, OR ADDITIONALLY REBAR. FROST ACTION IS NOT ALWAYS EASILY PREDICTED BUT THE INTENT IS TO MINIMIZE FROST ACTION IN SENSITIVE AREAS SUCH AS HANDICAP RAMPS AND DOOR ENTRANCE POINTS. 6" SAND BORROW AND CUSHION TO BE USED IN POORLY DRAINED SOILS OR OVER BEDROCK (VAOT 703.03) FOR BOTH ROADWAY AND SIDEWALK COMPACT ALL SUBBASE MATERIALS TO 95% MAXIMUM DENSITY (STANDARD PROCTOR) MIRAFI 500X ROAD STABILIZATION FABRIC GRAVEL FOR SUB-BASE CRUSHER RUN GRAVEL OR PLANT MIX SLOPE SUBBASE TO DRAIN BITUMINOUS PAVEMENT CONCRETE CURB CONCRETE SIDEWALK (SEE SITE PLAN FOR WIDTH) EXPANSION JOINT MATERIAL (TO BE PLACED WHERE SIDEWALK ABUTS A STRUCTURE) 6" VARIES, SEE PLANS 1" R 18" MIN.5"18"30" REBAR (TYPICAL)8" MIN9" SD-054 0.02 PAVEMENT SURFACE 9" 15" 2" 11" 1" 4" 1" R LAST REVISED 10/06/2015 CAST-IN-PLACE MOUNTABLE CONCRETE CURB 1/4" R 1 1/2" R SD-049LAST REVISED 1/27/2016TRUDELL CONSULTING ENGINEERS WARNING TEXTURE PROVIDE CAST IRON TRUNCATED DOME PAD NOTES: 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. 24" MIN. CAST IRON TRUNCATED DOME DETECTABLE WARNING DETAIL G ELEVATION F0.2"G 1.40".90" F .80".45" E 1.50".65" D MAX. 2.40" PLAN 1.60"EDD E RAMP SIDEWALK EDGE OF PAVEMENT NO CURB CAST IRON TRUNCATED DOMES. SEE SITE PLAN FOR LOCATION(S). SD-018 3/4"=1'-0' LAST REVISED 07/18/2013TRUDELL CONSULTING ENGINEERS DOORWAY LANDING 5' LANDING 2% MAXIMUM FOUNDATION BY OTHERS BANK RUN GRAVEL TO FOOTING LEVEL AND PROPERLY DRAINED 1/2" MAXIMUM BEVELED LIP, PREFERRED FLUSH BUILDING F.F.E. DOORWAY ACCESSIBLE ROUTE WALKWAY & FROST WALL BY BUILDING DESIGNER(S) NOTES: 1.ANY SITE WORK WITHIN 5' OF THE BUILDING MUST BE REVIEWED AND APPROVED BY THE BUILDING DESIGNER(S). 2.REBAR IN CONCRETE AND PINNING SIDEWALK TO BUILDING BY BUILDING DESIGNER(S). SD-048LAST REVISED 06/18/2014TRUDELL CONSULTING ENGINEERS TYPICAL SIDEWALK LAYOUT 1/4"/FT. VARIES, REFER TO PLAN 30"VARIES, REFER TO PLAN30"1/2" RADIUS TOOLED JOINT NOTES: 1.REFER TO BASIC GRID PATTERN ON SITE PLAN 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 SHALL NOT EXCEED 20-25 FT. O.C. MAXIMUM 5" LAP BARS 30 BAR DIAMETERS REINFORCING BARS (TYPICAL) TOOLED JOINT (TYPICAL) EXPANSION JOINT MATERIAL 20' O.C. REINFORCING BARS SD-016LAST REVISED 03/21/20132013 TRUDELL CONSULTING ENGINEERS TRASH DUMPSTER ENCLOSURE 10'0" 8'0" OPENING 1"=4'0" 1"=4'0" FRONT ELEVATION SILL5.5"1"=1'0" SIDING DETAIL 1"=4'0" TYPICAL ELEVATION LATCH PLAN 3.5" 1"=4'0" SECTION 2"X4" FRAME 1"X8" PINE CAP GATES 1/2" MDO BOARD 1'X4" TRIMSTRAP HINGE BOLT THROUGH FRAME 5" CONCRETE SLAB REINFORCED WELDED WIRE FABRIC WWF W2.1 X W2.1 CLASS B CONCRETE 12" BASE OF CRUSHER RUN COMPACTED TO .9 PROCTOR 1"X6" #2 PINE SIDING STAIN TO MATCH BUILDING PAVEMENT MARKINGS 1.1 QUALITY ASSURANCE Regulatory Requirements: Comply with materials, workmanship, and other applicable requirements of state DOT or local municipality for pavement-marking work. 1.2 FIELD CONDITIONS Environmental Limitations: Proceed with pavement marking only on clean, dry surfaces and at a minimum ambient or surface temperature of 40 deg F for alkyd materials, 55 deg F for water-based materials, and not exceeding 95 deg F. 1.3 PAVEMENT-MARKING PAINT A.Pavement-Marking Paint: Alkyd-resin type, lead and chromate free, ready mixed, complying with AASHTO M 248; colors complying with FS TT-P-1952. Color: As indicated. B.All pavement marking within VTrans and Town right-of-way shall be in accordance with VTrans specifications. 1.4 PAVEMENT MARKING Apply temporary pavement marking before traffic is allowed on any newly paved area or as site conditions dictate. Allow final wearing surface to age for a minimum of 30 days before applying final permanent pavement marking. 1.5 PROTECTING AND CLEANING A.Protect pavement markings from damage and wear during remainder of construction period. B.Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. NON STDLAST REVISED 03/14/20182018 TRUDELL CONSULTING ENGINEERS PAVEMENT MARKINGS Site Details C8-02 01/11/2022 Shown 19-202 ---- JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont NOTE: HEIGHT OF DUMPSTER ENCLOSURE SHALL BE EQUAL TO OR EXCEED THE DUMPSTER HEIGHT. LAST REVISED 03/02/2020TRUDELL CONSULTING ENGINEERS APBA PARKING GUIDELINE PLAN VIEW Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 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. PLANNING ENVIRONMENTAL SD-013 1"=1-0' LAST REVISED 07/18/20132013 TRUDELL CONSULTING ENGINEERS REINFORCED CONCRETE PAD 6" CLASS A CONCRETE SLAB, BROOM FINISH #5 REINFORCING BARS 12" O.C. BOTH WAYS, 3" CLEAR 12" BANK RUN GRAVEL COMPACTED SUBBASE LAST REVISED 03/02/2020TRUDELL CONSULTING ENGINEERS BIKE RACK 2X 0.25" X 12.75" ANCHOR RODS 6" PORTLAND CEMENT PAD CLASS "B" CONCRETE NOTES: 1.BIKE RACKS SHALL BE INSTALLED PER THE ASSOCIATION OF PEDESTRIAN & BICYCLE (APBP) PARKING GUIDES 2.EMBEDMENT MOUNTED. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS 3.VERIFY QUANTITY AND PLACEMENT WITH OWNER OR OWNERS REPRESENTATIVE PRIOR TO ORDER, PURCHASE OR INSTALLATION. PRODUCT INFORMATION: MODEL: RING BIKE RACK OR APPROVED EQUAL MANUFACTURER: LANDSCAPE FORMS COLOR / FINISH: STAINLESS STEEL MOUNT: EMBEDDED / IN GROUND CONTACT INFO NADENE WORTH WEBSITE: LANDSCAPEFORMS.COM PHONE: 800-430-6206 x 1325 EMAIL: NADENEW@LANDSCAPEFORMS.COM 6"EMBEDDED4"2'-3"4"Ø2'-1" GRADE Ø1 1/2"[38] TUBING LAST REVISED 09/14/2020TRUDELL CONSULTING ENGINEERS DO NOT ENTER SIGN 72" 24" 48" (36" min) 96" RECOMMENDED TO OBSTRUCTION (36" PREFERRED WHEN ADJACENT TO AUTO PARKING) BIKE RACK NOTES: 1.BENCHES SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS RECOMMENDATIONS. 2.SUBMIT PRODUCT INFORMATION PRIOR TO ORDER, PURCHASE OR INSTALLATION. PRODUCT INFORMATION: MODEL: PLAINWELL OR APPROVED EQUAL MANUFACTURER: LANDSCAPE FORMS OR APPROVED EQUAL COLOR / FINISH: WOOD MOUNT: SURFACE MOUNT LAST REVISED 01/11/2022TRUDELL CONSULTING ENGINEERS 6' BENCH SD 050.3.3 1"=2' LAST REVISED 03/11/2021TRUDELL CONSULTING ENGINEERS CONCRETE BOLLARD 1/2" 1/2" 4 ' 3' - 6" 6"2' DIA. 6" DIA. I.D. GALVANIZED STANDARD STEEL PIPE WITH CONCRETE TOP MOUNDED CONCRETE TOPSOIL GRAVEL ROAD SURFACE SUBGRADE CONCRETE FOOTING NOTE: SEE SITE PLAN FOR LOCATION(S). 02/04/22 LETElectrical Revisions Per City Comments1 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 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. PLANNING ENVIRONMENTAL S-001 3/4" = 1'-0" LAST REVISED 03/22/2017TRUDELL CONSULTING ENGINEERS TYPICAL SEWER TRENCH D + 24" FOR GRASSED AREAS FOR GRAVEL or PAVED SURFACES SEED AND MULCH, OVERFILL FOR SETTLEMENT INSTALL TRENCH DAM IN TRENCH TO PREVENT GROUNDWATER MOVEMENT IN THE PIPE BEDDING. 100' SPACING MAXIMUM. GRADE AT 2:1 SLOPE WHEN DEPTH EXCEEDS 5' BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL. COMPACTED TO 90% DENSITY STANDARD PROCTOR IN GRASSED AREAS INITIAL 12" OF SELECT BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL COMPACTED TO 95% DENSITY STANDARD PROCTOR IN GRASSED AREAS WHERE MIN. COVER OF 5' CAN NOT BE MAINTAINED COVER SEWER MAIN WITH 2" RIGID INSULATION. PLACE INSULATION AT ALL ROAD, DRIVE AND SIDEWALK CROSSINGS. EXTEND RIGID INSULATION 10' BEYOND CROSSINGS IN BOTH DIRECTIONS SEWER MAIN (SEE SITE PLAN FOR SIZE & PIPE MATERIALS) INSTALL TO MANUFACTURER'S REQUIREMENTS. CLASS I BEDDING 3/4" CRUSHED STONE NOTES: 1.LENGTH OF OPEN TRENCH SHALL BE KEPT TO A MINIMUM. 2.IF UNSUITABLE MATERIAL IS REMOVED BELOW BEDDING, REPLACE WITH MATERIAL APPROVED BY ENGINEER AND COMPACT TO 95% MAXIMUM DENSITY. 3.NO MECHANICAL TAMPERS SHALL BE USED DIRECTLY OVER PIPE TO INSURE PIPE IS NOT DAMAGED. 4.BEDDING TO PROVIDE FIRM, STABLE, CONTINUOUS AND UNIFORM SUPPORT FOR THE FULL LENGTH OF PIPE. 5.INSTALL TO STRICTEST INTERPRETATION OF REQUIREMENTS (PLANS, SPECS & MANUFACTURER) BACKFILL MATERIAL TO MATCH STRUCTURAL ROADWAY GRAVEL, SEE ROADWAY SECTION. COMPACTED TO 95% DENSITY STANDARD PROCTOR ALL BACKFILL TO BE COMPACTED IN 6" to 12" LIFTS HAUNCHING BEDDING BACKFILL BACKFILL ℄6"D6"12"SEE ROADWAY SECTIONSDEPTH VARIES - 4' MINIMUM COVER IN GRASSED AREAS5' MINIMUM COVER IN PAVED AREASDETECTABLE METALLIC WARNING TAPE LABELED "SEWER" INSULATION SHALL BE FULL WIDTH OF TRENCH SN-002LAST REVISED 04/28/162016 TRUDELL CONSULTING ENGINEERS CONTRACTOR CERTIFICATION FOR WASTEWATER SYSTEM 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 WASTEWATER 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 WASTEWATER DISPOSAL AND COLLECTION SYSTEM(S) ARE BUILT IN ACCORDANCE WITH THE APPROVED DESIGN PLANS AND APPLICABLE PERMIT CONDITIONS." CONTRACTOR NAME AUTHORIZED AGENTS NAME SIGNATURE DATE NOTE ANY DEVIATIONS FROM APPROVED PLANS HERE: CONTRACTOR'S CERTIFICATION REQUIRED 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. Sanitary Details C8-03 01/11/2022 Shown 19-202 RMP JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont SN-008LAST REVISED 08/02/20172017 TRUDELL CONSULTING ENGINEERS TESTING GRAVITY SEWERS (ENVIRONMENTAL PROTECTION RULES) CH 1 EFFECTIVE 9/29/07 SECTION 1-A-03(K)(2) AIR TESTING SEWERS 3 8 10 4 6 0.2 0.3 0.7 1.2 1.5 A.TEST THE GRAVITY SEWER BY A PRESSURIZED AIR TEST BETWEEN CONSECUTIVE MANHOLES. PLUG ALL OPENINGS OF THE TEST SECTION AND CONNECT THE AIR CONTROL EQUIPMENT TO THE TAPPED END. B.SUPPLY AIR SLOWLY TO THE PIPE UNTIL REACHING A CONSTANT PRESSURE OF 4.0 PSI GREATER THAN THE AVERAGE PRESSURE OF ANY SURROUNDING GROUNDWATER. PRESSURE WILL NORMALLY DROP AS TEMPERATURE STABILIZES. SUPPLY THE AIR SO THAT THE PRESSURE REMAINS ABOVE 3.0 PSI FOR AT LEAST 5 MINUTES DURING TEMPERATURE STABILIZATION. USE A PRESSURE GAUGE HAVING A RANGE FROM 0 TO 5 PSI. THE GAUGE SHOULD HAVE MINIMUM DIVISIONS OF 0.1 PSI AND AN ACCURACY OF +- 0.04 PSI. REGULATE THE AIR PRESSURE TO PREVENT IT FROM EXCEEDING 5.0 PSI. C.AFTER STABILIZATION, ADJUST PRESSURE TO 3.5 PSI OR ABOVE AND SHUT OFF AIR SUPPLY. START THE STOP WATCH. THE TIME REQUIRED FOR THE TEST IS DEPENDENT ON PIPE DIAMETER PER TOTAL LENGTH OF PIPE BEING TESTED AND MUST BE AT LEAST: D.IF THE SECTION OF LINE TO BE TESTED INCLUDES MORE THAN ONE PIPE SIZE, CALCULATE THE TEST TIME FOR EACH SIZE AND ADD THE TEST TIMES TO EQUAL THE TOTAL SECTION TEST TIME. E.IF THERE IS GROUND WATER ABOVE THE SEWER LINE THE AIR TEST PRESSURE WILL BE INCREASED BY 0.5 PSI FOR EACH FOOT OF WATER ABOVE THE INVERT OF THE PIPE. DIFFERENCES DUE TO AIR TEMPERATURE AND BAROMETRIC PRESSURE WILL BE CONSIDERED NEGLIGIBLE. F.IF THE PRESSURE DROPS MORE THAN 1 PSI DURING THE TEST TIME, THE PIPE WILL HAVE FAILED AND ADEQUATE REPAIRS AND RETESTING WILL BE REQUIRED AT NO EXPENSE TO OWNER. G.IT IS NOT NECESSARY TO HOLD THE TEST FOR THE WHOLE PERIOD WHEN IT IS CLEARLY EVIDENT THAT THE RATE OF AIR LOSS IS LESS THAN THE ALLOWABLE. NOMINAL PIPE DIA. IN INCHES T (TIME) MIN/100 FT. 12 15 1.8 2.1 18 2.4 21 30 33 24 27 3.0 3.6 4.24.8 5.4 NOMINAL PIPE DIA. IN INCHES T (TIME) MIN/100 FT. 36 39 6.0 6.6 42 7.3 *ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT AND TRUDELL CONSULTING ENGINEERS (TCE). CONTRACTOR SHALL PRE-TEST SUCCESSFULLY PRIOR TO CONTACTING ENGINEER. THE PRE-TEST IS TO ENSURE PASSING RESULTS PRIOR TO OFFICIAL TESTING OBSERVATION. DEFLECTION TESTING SEWERS A.AFTER A FLEXIBLE PIPE SEWER, SUCH AS PVC, HAS BEEN BACKFILLED FOR 30 DAYS, A PIPE DEFLECTION TEST SHALL BE PERFORMED. B.THE TEST SHALL BE CONDUCTED USING A RIGID BALL OR MANDREL HAVING A DIAMETER EQUAL TO 92.5% OF THE PIPE DIAMETER. THIS DEVICE WILL BE PULLED THROUGH THE SEWER BY A ROPE WITHOUT THE MEANS OF MECHANICAL EQUIPMENT. THE MAXIMUM ALLOWABLE VERTICAL DEFLECTION SHALL BE 7.5%. C. IF THE BALL OR MANDREL CANNOT BE SUCCESSFULLY PULLED THROUGH THE SEWER PIPE, THOSE SECTIONS OF PIPE NOT MEETING THE DEFLECTION REQUIREMENTS SHALL BE EXCAVATED AND THE EMBEDMENT AND BACKFILL REPLACED. IF, IN THE OPINION OF THE ENGINEER, THE PIPE HAS BEEN DAMAGED, IT SHALL BE REMOVED AND REPLACED. S-011 1/2" = 1' LAST REVISED 03/18/2016TRUDELL CONSULTING ENGINEERS SEWER CONNECTION TO EXISTING MANHOLE LC 5" SET CORE AND GASKET SEAL TO PLACE PIPE INVERT AT TABLE LEVEL 48" DIA. NEW SEWER MAIN POSITIVE SEAL GASKET SYSTEM WITH POWER SLEEVE EXPANSION. ENGINEER TO OBSERVE CONNECTION. EXISTING SEWER MAIN GASKETED 22° ELBOW DIRECTION OF FLOWPLAN VIEW NOTE: SEE SITE PLAN FOR CORE LOCATION, PIPE SIZE AND INVERT. REFORM OR RE-BUILD INVERTS AS NEEDED TAKE MEASURES TO ENSURE MANHOLE AND CONNECTIONS ARE WATER TIGHT GRAVEL BACKFILL AROUND STRUCTURE COMPACTED IN 6" LIFTS TO 95% DENSITY STANDARD PROCTOR, UNLESS INDICATED OTHERWISE 5'x10' HEAVY DUTY GREASE TRAP 1000-3500 GALLON (HD5-10) 44"51" 1500 GALLON HD5-10-1000 33" 56"49" 57"64"HD5-10-1500 HD5-10-1250 41" 49"24,930 LB 1250 GALLON 1000 GALLON 72" 78" 84" 23,750 LB 22,570 LB HD5-10-2000 HD5-10-2500 HD5-10-3000 HD5-10-3500 2000 GALLON 2500 GALLON 3000 GALLON 3500 GALLON 79" 95" 111" 127" 72" 88" 104" 120" 102" 120" 148" 64" 80" 96"132" 112" 28,490 LB 32,040 LB 34,410 LB 37,560 LB * * * SPECIFICATIONS: - CONCRETE MINIMUM STRENGTH 5000PSI @ 28 DAYS - STEEL REINFORCEMENT GRADE 60 - JOINTS SEALED WITH BUTYL SEALANT - INLET AND OUTLET BAFFLES BY OTHERS - H20 LOADING AVAILABLE UPON REQUEST - (*) DENOTES TOP SEAM - WEIGHTS SUBJECT TO VARIATION S-040LAST REVISED 05/03/2016TRUDELL CONSULTING ENGINEERS 8"6" 6"8"FINISH GRADE - SLOPE GROUND TO DRAIN AWAY FROM COVERS OUTLET - REFER TO SITE PLAN FOR PIPE SIZE, TYPE & INVERT ELEVATION LOW PRESSURE SEAL LIQUID LEVEL 24" DIA. PVC RISER & 26" FIBERGLASS COVER 24" DIA. PVC RISER & 26" FIBERGLASS COVER (FIELD CUT TO DESIRED HEIGHT) NOTE: IF THE TOP OF THE TANK IS GREATER THAN 36" BELOW GRADE THE CONTRACTOR IS TO VERIFY WITH THE SUPPLIER ADEQUATE STRUCTURAL STRENGTH NOTE: THE TANK DIMENSIONS MAY VARY WITH SUPPLIERS. THE CONTRACTOR SHOULD VERIFY DIMENSIONS WITH SUPPLIER PRIOR TO INSTALLATION WATERTIGHT CONNECTION FOR ALL RISERS BY CASTING PVC RISER ADAPTER INTO CONCRETE (TYPICAL) INLET - REFER TO SITE PLAN FOR INVERT ELEVATION 3/4 CRUSHED STONE OR GRAVEL FOR SUBBASE OR AS REQUIRED BY ENGINEER IF WET AND OR UNSTABLE CONDITIONS EXIST UNDISTURBED SOIL PEA STONE BACKFILL AROUND STRUCTURES 18" PORTHOLE 4" PVC INLET TEE 6" MODEL TANK CAPACITY INLET (A) OUTLET (B) HEIGHT (C) LIQUID (D) WEIGHT BDA36" MAX C1/2" = 1'12"TESTING SANITARY SEWER MANHOLES, TANKS, AND STRUCTURES 1.*ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT AND TRUDELL CONSULTING ENGINEERS (TCE). CONTRACTOR SHALL PRE-TEST SUCCESSFULLY PRIOR TO CONTACTING ENGINEER. THE PRE-TEST IS TO ENSURE PASSING RESULTS PRIOR TO OFFICIAL TESTING OBSERVATION. 2.EACH STRUCTURE SHALL BE TESTED BY MEANS OF A WATER TEST OR VACUUM TEST PRIOR TO THE BACKFILLING OF THE STRUCTURE. IN ANY CASE THERE SHALL BE NO VISIBLE LEAKAGE INTO THE BASE OR WALLS OF A COMPLETED STRUCTURE. 3.AFTER THE STRUCTURE HAS BEEN ASSEMBLED IN PLACE, ALL LIFTING HOLES AND EXTERIOR JOINTS SHALL BE FILLED AND PAINTED WITH AN APPROVED NON-SHRINKING MORTAR IN MANHOLES. THE TEST SHALL BE MADE PRIOR TO PLACING THE SHELF AND INVERT. IF THE GROUNDWATER TABLE HAS BEEN ALLOWED TO RISE ABOVE THE BOTTOM OF THE STRUCTURE, THE ENGINEER MAY DIRECT IT TO BE LOWERED FOR THE DURATION OF THE TEST. ALL PIPES AND OTHER OPENINGS INTO THE STRUCTURE SHALL BE SUITABLY PLUGGED AND THE PLUGS BRACED TO PREVENT DISPLACEMENT. 4.IF THE CONTRACTOR ELECTS TO BACKFILL PRIOR TO WATER TESTING, FOR ANY REASON, IT SHALL BE AT HIS OWN RISK AND IT SHALL BE INCUMBENT UPON THE CONTRACTOR TO DETERMINE THE REASON FOR ANY FAILURE OF THE TEST. NO ADJUSTMENT IN THE LEAKAGE ALLOWANCE WILL BE MADE FOR UNKNOWN CAUSES SUCH AS LEAKAGE OF PLUGS, ABSORPTION, ETC. I.E., IT WILL BE ASSUMED THAT ALL LOSS OF WATER DURING THE TEST IS A RESULT OF LEAKS THROUGH THE JOINTS OR THROUGH THE CONCRETE. FURTHERMORE, THE CONTRACTOR SHALL TAKE ANY STEPS NECESSARY TO ASSURE THE ENGINEER THAT THE WATER TABLE IS BELOW THE BOTTOM OF THE STRUCTURE THROUGHOUT THE TEST. 5.IF THE GROUNDWATER TABLE IS ABOVE THE HIGHEST JOINT IN THE STRUCTURE, AND IF THERE IS NO LEAKAGE INTO THE STRUCTURE AS DETERMINED BY THE ENGINEER, SUCH A TEST CAN BE USED TO EVALUATE THE WATER TIGHTNESS OF THE STRUCTURE. HOWEVER, IF THE ENGINEER IS NOT SATISFIED, THE CONTRACTOR SHALL LOWER THE WATER TABLE AND CARRY OUT THE TEST AS DESCRIBED HEREINBEFORE. 6.MANHOLE WATER TEST: THE STRUCTURE SHALL BE FILLED WITH WATER TO THE TOP OF THE RISERS, PAST ALL SEAMS. THE TANKS SHALL SIT FOR A PERIOD OF ONE HOUR TO ALLOW FOR ABSORPTION. AFTER ONE HOUR, THE STRUCTURE SHALL BE REFILLED TO THE TOP ABOVE ALL SEAMS. THE TANK SHALL BE TESTED FOR A MINIMUM OF 6 HOURS. AT THE END OF THE 6-HOUR TEST PERIOD, THE MANHOLE SHALL BE REFILLED TO THE STARTING POINT, MEASURING THE VOLUME OF WATER ADDED. THE VOLUME OF WATER ADDED SHALL BE CONVERTED TO A 24-HOUR RATE AND THE LEAKAGE DETERMINED ON THE BASIS OF DEPTH. THE LEAKAGE FOR EACH MANHOLE SHALL NOT EXCEED ONE GALLON PER VERTICAL FOOT FOR A 24 HOUR PERIOD AND THERE SHALL BE NO VISIBLE INFILTRATION. REPAIRS BY APPROVED METHODS MAY BE MADE, AS DIRECTED BY THE ENGINEER, TO BRING THE LEAKAGE WITHIN ALLOWABLE RATE OF ONE GALLON PER FOOT PER DAY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO UNCOVER THE MANHOLE, AS NECESSARY, AND TO DISASSEMBLE, RECONSTRUCT OR REPLACE IT AS DIRECTED BY THE ENGINEER. THE MANHOLE SHALL THEN BE RETESTED. 7.TANK WATER TEST: THE STRUCTURE SHALL BE FILLED WITH WATER TO THE TOP OF THE RISERS, PAST ALL SEAMS. THE TANKS SHALL SIT FOR A PERIOD OF 24-HOURS TO ALLOW FOR ABSORPTION. PLASTIC, STEEL, AND FIBERGLASS TANKS DO NOT NEED A 24-HOUR ABSORPTION PERIOD AND MAY BE TESTED IMMEDIATELY. AFTER 24-HOURS, REFILL THE TANK. IF AFTER ONE HOUR THERE IS NO MEASURABLE DROP IN FLUID LEVEL THE TANK SHALL BE CONSIDERED WATER TIGHT. 8.MANHOLE VACUUM TEST: THE CONTRACTOR SHALL FURNISH THE MANHOLE CONE SEAL, VACUUM PUMP, ALL NECESSARY GAUGES, HOSES, AND EQUIPMENT TO PERFORM THE TEST. 8.1.MANHOLES THAT HAVE BEEN BACKFILLED SHALL BE EXCAVATED TO EXPOSE THE ENTIRE EXTERIOR OR THE WATER TEST SHALL BE USED. 8.2.A PLATE WITH AN INFLATABLE RUBBER RING THE SIZE OF THE TOP OF THE MANHOLE SHALL BE INSTALLED BY INFLATING THE RING WITH AIR TO A PRESSURE ADEQUATE TO PREVENT LEAKAGE OF AIR BETWEEN THE RUBBER RING AND THE MANHOLE WALL. 8.3.PUMP THE AIR OUT OF THE MANHOLE THROUGH AN OPENING IN THE TEST PLATE UNTIL A VACUUM IS CREATED INSIDE THE MANHOLE EQUAL TO 10 INCHES OF MERCURY USING AN APPROVED VACUUM GAUGE. THEN STOP THE REMOVAL OF AIR AND BEGIN THE TEST. 8.4.THE VACUUM DROP SHALL NOT EXCEED 1 INCH OF MERCURY OVER A 2 MINUTE PERIOD FOR MANHOLES 0-10' DEEP, OVER 2.5 MINUTES FOR MANHOLES 10.1-15' DEEP, AND OVER 3 MINUTES FOR MANHOLES DEEPER THAN 15'. IF MORE THAN A 1 INCH DROP OCCURS WITHIN 2 MINUTES, THE MANHOLE HAS FAILED THE TEST, AND IT SHALL BE REPAIRED OR RECONSTRUCTED AND THEN RETESTED UNTIL IT PASSES AT NO EXPENSE TO OWNER. 9.TANK VACUUM TEST: 9.1.USING A VACUUM TEST, SEAL THE EMPTY TANK AND RISERS AND APPLY A VACUUM TO 4 INCHES (100 MM) OF MERCURY. THE TANK IS CONSIDERED WATERTIGHT IF 90% OF THE VACUUM IS HELD FOR 5 MINUTES PER ASTMC1277-13 SEPTIC TANKS. 10.BACKFILL AROUND THE STRUCTURE UPON SATISFACTORY TEST RESULTS. TRUDELL CONSULTING ENGINEERS LAST REVISED 01/14/2020 SN-007 SN-014LAST REVISED 12/27/2017TRUDELL CONSULTING ENGINEERS CONSTRUCTION NOTES FOR CONTRACTOR & CLIENT/OWNER 1.CONTRACT DOCUMENTS:THESE PLANS WERE PREPARED BY TRUDELL CONSULTING ENGINEERS (TCE) AND ARE INTENDED TO BE USED IN CONJUNCTION WITH THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT, #C-700 PREPARED BY THE ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE (EJCDC), LATEST EDITION. COPIES ARE AVAILABLE AT WWW.NSPE.ORG/EJCDC 2.UNDERGROUND IMPROVEMENTS: THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE ASSUMED BASED ON RESEARCH, UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE AVAILABLE AND WERE OBTAINED IN A MANNER CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER. 3.DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS: IF CONTRACTOR BELIEVES THAT ANY SUBSURFACE OR PHYSICAL CONDITION AT OR CONTIGUOUS TO THE SITE THAT IS UNCOVERED OR REVEALED EITHER: (1) IS OF SUCH A NATURE AS TO ESTABLISH THAT ANY “TECHNICAL DATA” ON WHICH CONTRACTOR RELIED IS MATERIALLY INACCURATE; OR (2) IS OF SUCH A NATURE AS TO REQUIRE A CHANGE IN THE PLANS/ CONTRACT DOCUMENTS; OR (3) DIFFERS MATERIALLY FROM THAT SHOWN OR INDICATED IN THE PLANS/CONTRACT DOCUMENTS; OR (4) IS OF AN UNUSUAL NATURE, AND DIFFERS MATERIALLY FROM CONDITIONS ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE PLANS/CONTRACT DOCUMENTS; THEN CONTRACTOR SHALL, PROMPTLY AFTER BECOMING AWARE THEREOF AND BEFORE FURTHER DISTURBING THE SUBSURFACE OR PHYSICAL CONDITIONS OR PERFORMING ANY WORK IN CONNECTION THEREWITH (EXCEPT IN AN EMERGENCY), NOTIFY OWNER AND ENGINEER ABOUT SUCH CONDITION. CONTRACTOR SHALL NOT FURTHER DISTURB SUCH CONDITION OR PERFORM ANY WORK IN CONNECTION THEREWITH (EXCEPT AS AFORESAID) UNTIL RECEIPT OF WRITTEN ORDER TO DO SO. ALL PARTIES INVOLVED (OWNER, ENGINEER, ARCHITECT, AND MUNICIPALITY IF APPLICABLE) SHALL AGREE UPON HOW TO PROCEED AND ANY RELATED COST IMPLICATIONS. 4.UTILITIES: PRIVATE AND PUBLIC UTILITIES SUCH AS ELECTRIC, TELEPHONE, GAS, CABLE, FIBER OPTIC ETC. ARE THE RESPONSIBILITY OF THE RESPECTIVE UTILITY COMPANY. ANY INFORMATION SHOWN BY TCE SHOULD BE CONSIDERED PRELIMINARY (USUALLY TO ASSIST WITH PERMITTING). FINAL DESIGN, CONSTRUCTION AND MAINTENANCE ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANIES. COMPLIANCE WITH EASEMENTS AND REGULATIONS (STATE AND LOCAL) ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANY. 5.DIGSAFE: IN ACCORDANCE WITH VERMONT STATE LAW (VSA TITLE 30 CHAPTER 86 AND PSB RULE 3,800) THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DIGSAFE SYSTEMS, INC. “DIGSAFE”. AT LEAST 48 HOURS , EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS, BUT NOT MORE THAN 30 DAYS BEFORE COMMENCING EXCAVATION ACTIVITIES, EXCEPT IN AN EMERGENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRE-MARKING THE SITE AND MAINTAINING DESIGNATED MARKINGS. FOR MORE INFORMATION ON DIGSAFE REQUIREMENTS SEE WWW.DIGSAFE.COM . 6.JOBSITE SAFETY: NEITHER THE PROFESSIONAL ACTIVITIES OF TRUDELL CONSULTING ENGINEERS (TCE), NOR THE PRESENCE OF TCE OR ITS EMPLOYEES AND SUB CONSULTANTS AT A CONSTRUCTION SITE, SHALL RELIEVE THE GENERAL CONTRACTOR AND ANY OTHER ENTITY OF THEIR OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. TCE AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PRECAUTIONS. THE CLIENT AGREES THAT THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY, AND WARRANTS THAT THIS INTENT SHALL BE MADE EVIDENT IN THE CLIENT'S AGREEMENT WITH THE GENERAL CONTRACTOR. THE CLIENT ALSO AGREES THAT THE CLIENT, TCE AND TCE'S CONSULTANTS SHALL BE INDEMNIFIED AND SHALL BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S GENERAL LIABILITY INSURANCE POLICY. 7.CODES AND STANDARDS COMPLIANCE:TCE SHALL EXERCISE USUAL AND CUSTOMARY PROFESSIONAL CARE IN ITS EFFORTS TO COMPLY WITH CODES, STANDARDS, REGULATIONS, AND ORDINANCES IN EFFECT. THE OWNER ACKNOWLEDGES THAT SUCH REQUIREMENTS MAY BE SUBJECT TO VARIOUS AND CONTRADICTORY INTERPRETATIONS. TCE, THEREFORE, WILL USE ITS REASONABLE PROFESSIONAL EFFORTS AND JUDGMENT TO INTERPRET APPLICABLE REQUIREMENTS AS THEY APPLY TO THE PROJECT. TCE, HOWEVER, CANNOT AND DOES NOT WARRANT OR GUARANTEE THAT THE PROJECT WILL COMPLY WITH ALL INTERPRETATIONS OF SUCH REQUIREMENTS. 8.CONSTRUCTION OBSERVATION: TCE MAY VISIT THE PROJECT AT APPROPRIATE INTERVALS DURING CONSTRUCTION TO BECOME GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE CONTRACTOR'S WORK AND TO DETERMINE IF THE WORK IS PRECEDING IN GENERAL ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE OWNER HAS NOT RETAINED TCE TO MAKE DETAILED INSPECTIONS OR TO PROVIDE EXHAUSTIVE OR CONTINUOUS PROJECT REVIEW AND OBSERVATION SERVICES. TCE DOES NOT GUARANTEE THE PERFORMANCE OF, AND SHALL NOT HAVE RESPONSIBILITY FOR, THE ACTS OR OMISSIONS OF ANY CONTRACTOR, SUB-CONTRACTOR, SUPPLIER OR ANY OTHER ENTITY FURNISHING MATERIALS OR PERFORMING ANY WORK ON THE PROJECT. TCE SHALL NOT SUPERVISE, DIRECT OR HAVE CONTROL OVER THE CONTRACTOR'S WORK NOR HAVE ANY RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF THE CONTRACTOR. IF THE OWNER DESIRES MORE EXTENSIVE PROJECT OBSERVATION OR FULL-TIME PROJECT REPRESENTATION, THE OWNER SHALL REQUEST SUCH SERVICES BE PROVIDED BY TCE AS ADDITIONAL SERVICES. TYPICAL SEWER MANHOLE (PROFILE) WITH 30" DIA. COVER 32" MIN.56" MAX.VARIES30"GROUT FRAME TO TOP ECCENTRIC CONICAL TOP SECTION PRECAST CONCRETE ADJUSTING RING MINIMUM 4 INCHES, MAXIMUM 12 INCHES HEAVY DUTY FRAME & LID HS20 LOADING REQUIRED MARKED "SEWER" WITH INTEGRAL GASKET, NEENAH R-1743 OR EQUAL BUTYL RUBBER SEAL TO ALL JOINTS COAT ENTIRE OUTSIDE WITH ASPHALT SEALANT UNLESS WAIVED BY PROJECT ENGINEER AND PUBLIC WORKS 3/4" CRUSHED STONE FOR SUBBASE OR AS REQUIRED BY ENGINEER IF WET AND OR UNSTABLE CONDITIONS EXIST UNDISTURBED SOIL PREFORMED BASE CHANNEL, SLOPE TOP 2" TO SIDE OR CAST IN PLACE INVERT USE MANHOLE STUBS FOR ALL PIPES COPOLYMER POLYPROPYLENE PLASTIC RUNGS WITH 1/2" GRADE STEEL REINFORCEMENT OR EQUAL, 12" O.C. 48" DIA. MANHOLE NOTES: 1.PROVIDE SMOOTH SWEEPING TRANSITIONS BETWEEN INVERTS OF INTERSECTING PIPES. NO SHARP BENDS. 2.IF DEPTH OF MANHOLE IS LESS THAN 7 FEET FROM RIM TO INVERT, THEN A FLAT TOP WILL BE INSTALLED. IF DEPTH IS 7 FEET OR MORE, THEN A CONICAL TOP WILL BE INSTALLED. 3.FORM INVERT TO SAME RADIUS AS LARGEST PIPE LEAVING MANHOLE. 4.IF MUNICIPAL STANDARDS ARE DIFFERENT CONTACT ENGINEER TO MAKE DESIGN ADJUSTMENTS TO MATCH LOCAL REQUIREMENTS. 5.PRIOR TO BACKFILL, TEST MANHOLE FOR WATER TIGHTNESS IN ACCORDANCE WITH TESTING REQUIREMENTS. SEE DETAIL. 6.ADJUST RIM AS NEEDED TO MATCH FINAL ROAD GRADE, IF APPLICABLE. SLOPE FRAME AND LID TO MATCH ROAD GRADES REFER TO ROAD SECTIONS FOR DEPTH OF SUBGRADE AND ROADWAY MATERIALS PAVED AREAS UNPAVED AREAS 30" DIA. 8" GROUT AROUND INVERT AT TROUGH INTERFACE TO PROVIDE SMOOTH FLOW PATH 5"12"STAINLESS STEEL CLAMP MANHOLE BOTTOM GRAVEL BACKFILL AROUND STRUCTURE COMPACTED IN 6" LIFTS TO 95% DENSITY STANDARD PROCTOR, UNLESS INDICATED OTHERWISE 6 1 TRUDELL CONSULTING ENGINEERS FLEXIBLE RUBBER BOOT LAST REVISED 09/24/2021 1/2" = 1'-0" S-060.1.1 CL CONFINED SPACE DO NOT ENTER WITHOUT FOLLOWING OSHA CONFINED SPACE ACCESS REGULATIONS IMPACT NOTE ON NATIONAL PRECAST CONCRETE ASSOCIATION (NPCA): PRIOR TO ORDERING SUPPLY THE PROJECT ENGINEER WITH SHOP DRAWINGS. PRECAST CONCRETE TO BE SUPPLIED BY NPCA CERTIFIED PRECAST CONCRETE PLANTS IN GOOD STANDING, TO ENSURE QUALITY ASSURANCE. LID HS20 LOADING LETTERED "SEWER" Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 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. PLANNING ENVIRONMENTAL 2017 TRUDELL CONSULTING ENGINEERS TYPICAL WATER MAIN TRENCH INSTALL TRENCH DAM IN TRENCH TO PREVENT GROUNDWATER MOVEMENT IN THE PIPE BEDDING. 100' SPACING MAXIMUM. SEE DETAIL.12"CL 6' MINIMUMD6"6"FOR GRASSED AREAS FOR PAVED or GRAVEL SURFACES 3/4" CRUSHED STONE OR SAND BEDDING WATER MAIN (SEE SITE PLAN FOR PIPE SIZE & MATERIAL) ALL BACKFILL TO BE COMPACTED IN 6" LIFTSSEE ROADWAYSECTION ORMATCH EXISTINGSEED AND MULCH, OVERFILL FOR SETTLEMENT GRADE AT 2:1 SLOPE WHEN DEPTH EXCEEDS 5' 24" WHERE 6' OF COVER CANNOT BE MAINTAINED, COVER WATER MAIN WITH 2" INSULATION BOARD, AND USE MINIMUM 2" INSULATION BOARD ON SIDES. AT ALL ROAD, DRIVE AND SIDEWALK (SURFACE) CROSSINGS INSTALL 2" INSULATION BOARD ON TOP AND SIDES AS SHOWN AND EXTEND 10' BEYOND SURFACE IN BOTH DIRECTIONS. INSULATION SHALL BE FULL WIDTH OF TRENCH. DETECTABLE METALLIC WARNING TAPE LABELED "WATER" 4"x4"x48" PRESSURE TREATED POST OR EQUIVALENT PLASTIC MARKER EVERY 200' AND AT ALL BENDS (GRASSED AREAS) PAINTED BLUE UNLESS INDICATED OTHERWISE BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL. COMPACTED TO 90% DENSITY STANDARD PROCTOR IN GRASSED AREAS INITIAL 12" OF SELECT BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL COMPACTED TO 95% DENSITY STANDARD PROCTOR IN GRASSED AREAS BACKFILL MATERIAL TO MATCH STRUCTURAL ROADWAY GRAVEL, SEE ROADWAY SECTION. COMPACTED TO 95% DENSITY STANDARD PROCTOR NOTES: 1.THE CONTRACTOR SHALL VERIFY THE PIPE MATERIAL TYPE AND SPECIFICATION WITH THE LOCAL WATER UTILITY BEFORE SUBMITTING SHOP DRAWINGS FOR, ORDERING, OR INSTALLING ANY WATER MAIN OR SERVICE. IF THERE IS ANY DISCREPANCY MATERIAL SPECIFICATION ON THE PLANS AND WHAT THE LOCAL WATER UTILITY REQUIRES, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF THE CHANGE AND USE THE MATERIAL SPECIFIED BY SAID UTILITY. 2.LENGTH OF OPEN TRENCH SHALL BE KEPT TO A MINIMUM. 3.IF UNSUITABLE MATERIAL IS REMOVED BELOW BEDDING, REPLACE WITH MATERIAL APPROVED BY ENGINEER AND COMPACT TO 95% MAXIMUM DENSITY. 4.NO MECHANICAL TAMPERS SHALL BE USED DIRECTLY OVER PIPE TO INSURE PIPE IS NOT DAMAGED. 5.BEDDING TO PROVIDE FIRM, STABLE, CONTINUOUS AND UNIFORM SUPPORT FOR THE FULL LENGTH OF PIPE. 6.INSTALL WATER MAIN IN ACCORDANCE WITH MANUFACTURES GUIDELINES. 7.IF 6' OF COVER CAN NOT BE MAINTAINED DISCUSS WITH PROJECT ENGINEER AND TOWN (IF APPLICABLE) PRIOR TO INSTALLING. ADDITIONAL INSULATION OR OTHER MEASURES MAY BE REQUIRED DEPENDING ON COVER. 8.SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION. 9.IN NO CASE SHALL THE WATER MAIN BE BURIED LESS THAN 4 1/2 FEET BELOW FINISHED GRADE. W-001LAST REVISED 06/01/2017 PIPE OD + 24" W-010LAST REVISED 03/22/2017TRUDELL CONSULTING ENGINEERS PARALLEL WATER INSTALLATION WATER SEWERSTORMREQUIREMENTS: 1.WATER MAINS SHALL BE LAID AT LEAST 10' HORIZONTALLY FROM ANY EXISTING OR PROPOSED MANHOLE OR SANITARY SEWER. THIS DISTANCE CAN BE REDUCED TO 5' FOR STORM DRAINS. THE DISTANCE SHALL BE MEASURED EDGE OF PIPE TO TO EDGE OF PIPE. CONSULT WITH ENGINEER IF THESE SEPARATIONS ARE NOT AVAILABLE. 2.THE PROJECT ENGINEER SHALL PERIODICALLY OBSERVE THIS DURING CONSTRUCTION TO ENSURE PROPER SEPARATION AND THE CONTRACTOR SHALL SUPPLY AS-BUILTS REFERENCING PROPER SEPARATIONS. WSR APPENDIX SUBSECTION 8.6.2 5' MIN. 10' MIN. WN-001LAST REVISED 03/22/20172017 TRUDELL 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. 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. 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) WN-003LAST REVISED 7/12/20132013 TRUDELL 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 Sewer & Water Details C8-04 01/11/2022 Shown 19-202 RMP JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont WN-002LAST REVISED 9/10/20152015 TRUDELL CONSULTING ENGINEERS CONTRACTOR'S CERTIFICATION 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." CONTRACTOR NAME: AUTHORIZED AGENTS NAME: SIGNATURE: DATE: NOTE ANY DEVIATIONS FROM APPROVED PLANS HERE: FOR POTABLE WATER SYSTEMS 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. W-007LAST REVISED 04/04/2016TRUDELL CONSULTING ENGINEERS TYPICAL TAPPING VALVE 6' MINIMUM WATER "WATER" CAST IN COVER PROVIDE WITH MUD PLUG FINISHED GRADE COATED CAST IRON TWO PIECE (SLIP TYPE) VALVE BOX WITH FLANGED TOP & LID. PROVIDE GATE BOX ALIGNER STAINLESS STEEL TAPPING SLEEVE OVER EXISTING WATER MAIN POWER SEAL 3490 MJ OR APPROVED EQUAL 3/4" STONE BEDDING 3/4" CORPORATION STOP FOR TESTING MUELLER B-25008 OR CAMBRIDGE BRASS MODEL 301NL (NO LEAD) GATE VALVE (AWWA C515) 4 MIL POLY BARRIER ALL FITTINGS ARE TO HAVE "MEGA-LUG" RETAINER GLANDS AND STAINLESS STEEL BOLTS AND NUTS CLASS D CONCRETE THRUST BLOCK (REFER TO THRUST BLOCK TABLE FOR SIZE) VALVE ANCHOR, 5 C.F. CLASS D CONCRETE USE # 4 BARS TO ANCHOR VALVE TO CONCRETE NOTES: 1.FOR MUNICIPAL CONNECTIONS CONTRACTOR TO APPLY TO TOWN WATER DEPARTMENT FOR WATER LINE TAPPING PERMIT. CONTRACTOR TO SUBMIT COMPLETE SPECIFICATION OF MATERIALS WITH PERMIT APPLICATION. IF PRIVATE WATER SYSTEM, CONTRACTOR IS TO COORDINATE ALL EFFORTS WITH PROJECT ENGINEER AND OWNER. 2.PRIOR TO INSTALLATION SUBMIT SHOP DRAWINGS ON MATERIAL AND INSTALLATION PROCEDURE. 3.INSTALL IN ACCORDANCE WITH LATEST STANDARD PRACTICE, MANUFACTURE GUIDELINES AND TOWN SPECIFICATION (IF APPLICABLE). 4.PROJECT ENGINEER AND TOWN (IF APPLICABLE) TO BE GIVEN 48 HOURS NOTICE (MINIMUM) OF TAP. 5.CONTRACTOR TO REVIEW WITH PROJECT ENGINEER, TOWN (IF APPLICABLE) AND OWNER CONTINGENCY PLANS IN THE EVENT OF A BREAK PRIOR TO STARTING.WATER MAIN W-005LAST REVISED 04/05/2016TRUDELL CONSULTING ENGINEERS TYPICAL WATER MAIN THRUST BLOCKS 2", 3" & 4"SAFE BEARING LOAD LBS/FT.² GRAVEL SHALE SOIL TYPE CLAY SAND TILL 10000 1000 2000 3000 4000 5.0 2.5 2.0 1.5 0.5 90° 7.0 3.5 2.5 2.0 1.0 45° 14.0 7.0 5.0 3.5 1.5 45° 8.0 4.0 3.0 2.0 1.0 10.5 5.5 3.5 3.0 1.0 22.5°45° 4.0 2.0 1.5 1.0 0.5 2.0 1.0 1.0 0.5 0.5 15.0 7.5 5.0 4.0 1.5 6" 90° 18.0 9.0 6.0 4.5 2.0 22.5° 4.0 2.0 1.5 1.0 0.5 90° 25.0 13.0 8.5 6.5 2.5 8" 2.0 5.0 7.0 10.0 21.0 3.0 7.0 9.0 14.0 28.0 22.5° 7.0 3.5 2.5 2.0 1.0 3.5 9.5 12.5 19.0 38.0 90° 10" 45° 1.0 2.5 4.5 5.0 10.5 22.5° 39.0 20.0 13.0 10.0 4.0 12" 90° 55.0 27.5 18.5 14.0 5.5 45° 30.0 15.0 10.0 7.5 3.0 22.5° 15.0 8.0 5.0 4.0 1.5 USE CLASS D (2500 PSI) CONCRETE FOR THRUST BLOCKS. PLACE 4 MIL. POLYETHYLENE BETWEEN FITTING AND THRUST BLOCK. PLACE THRUST BLOCK AGAINST UNDISTURBED TRENCH WALL - CONCRETE BEARING AREA ON FITTING TO BE A MINIMUM OF 1/2 SQUARE FOOT. THRUST BLOCKS BASED ON 200 PSI WORKING PRESSURE PLUS SURGE ALLOWANCE OF 100 PSI. IF GREATER THAN 200 PSI SEE PROJECT ENGINEER FOR SIZE. 90° ELBOW TEE 22 ½ ° ELBOW 45° ELBOW TRENCH WALL, TYPICAL UNDISTURBED SOIL, TYPICAL EXTEND 6" INTO TRENCH WALL NOTE: 1.FOR REDUCERS, PROVIDE BEARING AREA FOR THE SOIL TYPE BASED ON 4000 LBS FOR EACH 2" REDUCTION IN SIZE. 2.PROJECT ENGINEER TO OBSERVE ALL THRUST BLOCKS PRIOR TO BACKFILL. PICTURES MAY BE USED AT ENGINEERS DISCRETION. 3.ALSO INCLUDE RETAINER GLANDS ON ALL BENDS, TEES, CAPS ETC. MINIMUM BEARING AREA IN SQUARE FEET ON UNDISTURBED TRENCH WALLTHRUST BLOCK TABLE CAP W/ MECH. JOINT CAP REDUCER OR TEE CAP OR TEE CAP OR TEE CAP OR TEE CAP OR TEE CAP W-004LAST REVISED 02/02/2018TRUDELL CONSULTING ENGINEERS TYPICAL WATER/SEWER CROSSING LC WATER SEWER REQUIREMENTS: 1.WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF WATER MAIN AND THE OUTSIDE OF SEWER. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE SEWER. AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IF THE SEWER MAIN IS OVER THE WATER MAIN, THE FIRST SEWER PIPE JOINTS ON EACH SIDE OF THE WATER MAIN MUST BE CONCRETE ENCASED. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. WATER MAINS SHALL NOT PASS THROUGH SEWER MANHOLES OR BE SUBMERGED IN BASINS CONTAINING SEWAGE OR OTHER GROSSLY CONTAMINATED OR HAZARDOUS MATERIAL. 2.THE PROJECT ENGINEER SHALL OBSERVE ALL CROSSINGS, PRIOR TO BACKFILL. 3.ANY DEVIATION TO THIS MINIMUM REQUIREMENT IS SUBJECT TO REVIEW AND APPROVAL OF REGULATORY AUTHORITIES. 4.PRIOR TO CROSSING THE CONTRACTOR SHALL SUPPLY INVERT OF SEWER TO PROJECT ENGINEER. INVERT COMPACTED CRUSHED STONE BACKFILL IN 6" LIFTS18" MIN.W-018 1"=1' LAST REVISED 03/22/2017TRUDELL CONSULTING ENGINEERS 21.0 10.0 7.0 5.0 2.0 10" MIN. BEARING AREA (SQ.FT.) ON UNDISTURBED TRENCH WALL FOR 45° BENDS SAFE BEARING LOAD LBS/FT CLAY SAND GRAVEL TILL SHALE SOIL TYPE 1000 2000 3000 4000 10000 8.0 4.0 3.0 2.0 1.0 6" 14.0 7.0 5.0 3.5 1.5 8"WA T E R M A I N 30.0 15.5 10.5 7.5 3.0 12" NOTES: 1.THRUST BLOCK BASED ON 200 P.S.I. WORKING PRESSURE PLUS SURGE ALLOWANCE OF 100 P.S.I., IF GREATER THAN 200 P.S.I SEE PROJECT ENGINEER FOR SIZE. 2.PROJECT ENGINEER TO OBSERVE ALL THRUST BLOCKS PRIOR TO BACKFILL. PICTURE MAY BE USED AT ENGINEERS DISCRETION. 3.PROVIDE RETAINER GLANDS AT BEND WITH THRUST BLOCK. UNDISTURBED SUBGRADE MECHANICAL JOINT ELBOW #4 REBAR AROUND ELBOW AND ANCHORED WITH CONCRETE CLASS D (2500) P.S.I CONCRETE THRUST BLOCK. USE CHART TO DETERMINE REQUIRED BEARING AREA SELECT BEDDING FILL UNDER PIPE SEE DETAIL SELECT BACKFILL OVER PIPE SEE DETAIL USE 5 MIL POLYETHYLENE BETWEEN THRUST BLOCK AND PIPE (TYPICAL) TYPICAL THRUST BLOCK FOR VERTICAL BENDS S-005 1"=1'-0" LAST REVISED 3/5/2013TRUDELL CONSULTING ENGINEERS MANHOLE CHANNEL GEOMETRYFLOW DIRECTIONFLOW 90° MAX PLAN VIEW PRECAST CONCRETE MANHOLE 2'-0" RADIUS, MINIMUM S-027 1"=1' LAST REVISED 02/28/2020TRUDELL CONSULTING ENGINEERS TYPICAL SEWER CLEANOUTSEWER COVER WITH LIFT HOLE GENERAL FOUNDRY MODEL 11181 OR EQUAL (PLAN VIEW) CAST IRON CLEANOUT RING AND COVER 4" PVC SDR 35 RISER 4" PVC SDR 35 ELBOW 4"x4"x4" or 6"x6"x4" PVC SDR 35 45° WYE 4" OR 6" SDR 35 PVC PIPE SEE SITE PLAN FOR SIZE 4" or 6"FLOW FLOW LAWN PROVIDE THREADED PVC CAP EXISTING SOIL Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 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. PLANNING ENVIRONMENTAL E-001 N.T.S. LAST REVISED 3/15/20172017 TRUDELL CONSULTING ENGINEERS TEMPORARY SOIL STOCKPILE EROSION PROTECTION NOTES: 1.INSTALL SILT FENCE ALONG CONTOUR ON DOWNSLOPE SIDE OF STOCKPILE. COMPLETELY ENCLOSE STOCKPILE ON FLAT SITES. SILT FENCE TO REMAIN IN PLACE UNTIL MATERIAL IS REMOVED AND AREA IS STABILIZED. 2.A MINIMUM OF 5' SEPARATION BETWEEN THE TOE OF THE STOCKPILE SLOPE AND THE SILT FENCE IS REQUIRED AT ALL TIMES 5' TO 10' SILT FENCE 2 1 5' TO 10' SILT FENCE MAINTAIN VEGETATED COVER SOIL STOCKPILE E-003 N.T.S. LAST REVISED 3/11/20132013 TRUDELL CONSULTING ENGINEERS TEMPORARY VEGETATED SWALE 2.0' Min.3H:1V NOTE: Ditches < 5% - Reinforce with SC-150BN Ditches > 5% - Reinforce with VMax C-350BN Ditches > 20% - Reinforce with VMax P550 Installed per Manufacturer Requirements 2.0' Construction Specifications for Vegetated Swales 1. All trees, brush, stumps, obstructions, and other objectionable material shall be removed and disposed of so as not to interfere with the proper functioning of the waterway. 2. The waterway shall be excavated or shaped to line, grade, and cross section as required to meet the criteria specified herein, and be free of bank projections or other irregularities which will impede normal flow. 3. Fills shall be compacted as needed to prevent unequal settlement that would cause damage in the complete waterway. 4. All earth removed and not needed in construction shall be spread or disposed of so that it will not interfere with the functioning of the waterway. 5. Stabilization shall be done according to the appropriate standard and specifications for vegetative practices. A. For design velocities of less than 3.5 fps, seeding and mulching may be used for the establishment of the vegetation. It is recommended that, when conditions permit, temporary waterways or other means should be used to prevent water from entering the waterway during the establishment of vegetation. B. For design velocities of more than 3.5 fps, the waterway shall be stabilized with sod, with seeding protected by jute or other matting or with seeding and mulching including temporary diversion of the water until the vegetation is established. ESTABLISH GRASS SC-2 Erosion Control & Sediment Protection Details C8-05 01/11/2022 Shown 19-202 RMP JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont E-004LAST REVISED 6/12/20132013 TRUDELL CONSULTING ENGINEERS STABILIZED CONSTRUCTION ENTRANCE CONSTRUCTION SPECIFICATIONS 1.STONE SIZE - USE 4-8" CRUSHED STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2.LENGTH - NOT LESS THAN 50' (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30' MINIMUM LENGTH APPLIES). 3.THICKNESS - NOT LESS THAN 8". 4.WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 5.GEOTEXTILES MUST BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6.SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARDS CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7.MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY AND DISPOSED OF IN ACCORDANCE WITH THE EPSC PLANS. (i.e. PLACED IN A SOIL STOCKPILE OR AREA WHERE IT CAN BE STABILIZED PER EPSC DETAILS). IF SWEEPING IS THE CHOSEN METHOD FOR REMOVAL THE SWEPT MATERIAL MUST BE COLLECTED AND DISPOSED OF AS STATED ABOVE. 8.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED ACCORDING TO PERMIT REQUIREMENTS BASED ON SITE CONDITIONS, WEATHER AND FLOW OF TRAFFIC. PUBLIC ROADWAY PROFILE EXCAVATION SITE PLAN SEE CONSTRUCTION SPECIFICATION 4 4-8" CRUSHED STONE AGGREGATE PLACED ON GEOTEXTILE FABRIC 4" ABOVE EXISTING GRADE 4" BELOW EXISTING GRADE 30'24' MINR=12'8"EXCAVATION SITE EXISTING GRADE GEOTEXTILE FABRIC SD-038 3/8" = 1'-0" LAST REVISED 08/09/20132013 TRUDELL CONSULTING ENGINEERS TYPICAL GALVANIZED FENCE WITH GATE 10' MAX. GALVANIZED FENCE WITH GREEN SLATS CENTER POST GATE STOP HINGED GATE PANEL 10' MAX. POST FOOTING TYPICAL HEIGHT VARIES(REFER TO SITE PLAN)GROUND LINE EN-001LAST REVISED 03/11/2013TRUDELL CONSULTING ENGINEERS SEEDING - 85 90 80 85 GERMINATION 0-5 0-5 25-30 30-40 30-40 WEIGHT (POUNDS PER ACRE) WHITE CLOVER RED TOP PERENNIAL RYE KENTUCKY BLUEGRASS CREEPING RED FESCUE COMMON NAME MOLDY WILL NOT BE ACCEPTABLE. THE FOLLOWING SEED MIXTURE SHALL BE USED: SEED SHALL BE FRESH, CLEAN, NEW SEED. SEED WHICH HAS BECOME WET AND/OR AFTER THE FINISHED GRADE HAS BEEN ESTABLISHED AND THE FERTILIZER SPREAD, PLANT THE SPECIFIED SEED MIXTURE AT A RATE OF 4 POUNDS PER 1000 SQUARE FEET AND WORK FIRMLY INTO THE SOIL. APPLY SEED ON THE PREPARED SEED BED WITH APPROVED MECHANICAL SEEDERS OR HYDROSEEDING EQUIPMENT. UPON COMPLETION OF THE ABOVE PLANTING OPERATIONS, ROLL ALL AREAS WITH A WATER FILLED GARDEN ROLLER, LEAVING THE SURFACE OF ALL AREAS TRUE TO GRADE, SMOOTH, AND FREE FROM HOLLOWS OR OTHER IRREGULARITIES. THOROUGHLY WATER ALL NEWLY PLANTED LAWNS IMMEDIATELY AFTER PLANTING, USING A FINE SPRAY. PROTECT BANKS AND SWALES, AND PREVENT OR REPAIR EROSION THAT OCCURS. BANKS, SWALES OR OTHER GRADED AREAS THAT HAVE BEEN WASHED OUT OR HAVE BECOME DAMAGED SHALL BE REPAIRED IMMEDIATELY. UNLESS APPROVAL IS GRANTED BY THE ENGINEER TO PLANT OFF SEASON, SEEDING WILL BE CONDUCTED ONLY DURING THE PERIOD FROM APRIL 15 TO JUNE 1 OR AUGUST 15 TO OCTOBER 15. SO AS NOT TO CAUSE INTERFERENCE, NO SEEDING IS TO PROCEED BEFORE OTHER PHASES OR THE WORK HAS PROGRESSED SUFFICIENTLY. EN-006LAST REVISED 4/9/2013TRUDELL CONSULTING ENGINEERS STABILIZATION REQUIREMENTS ALL AREAS OF DISTURBANCE MUST HAVE TEMPORARY OR FINAL STABILIZATION WITHIN SEVEN DAYS OF THE INITIAL DISTURBANCE. AFTER THIS TIME, ANY DISTURBANCE IN THE AREA MUST BE STABILIZED AT THE END OF EACH WORK DAY. THE FOLLOWING EXCEPTIONS APPLY: 1. STABILIZATION IS NOT REQUIRED IF WORK IS TO CONTINUE IN THE AREA WITHIN THE NEXT 24 HOURS AND THERE IS NO PRECIPITATION FORECAST FOR THE NEXT 24 HOURS. 2.STABILIZATION IS NOT REQUIRED IF THE WORK IS OCCURRING IN A SELF-CONTAINED EXCAVATION (I.E. NO OUTLET) WITH A DEPTH OF 2 FEET OR GREATER (E.G. HOUSE FOUNDATION EXCAVATION, UTILITY TRENCHES) STABILIZATION IS TO BE ACCOMPLISHED IN ACCORDANCE WITH DETAILS SHOWN. EN-010LAST REVISED 06/13/2013TRUDELL CONSULTING ENGINEERS GRADING OF 1/2 INCH WHEN TESTED WITH A 10 FOOT STRAIGHTEDGE. COMPACT AS SPECIFIED TO THE REQUIRED ELEVATION. PROVIDE FINAL GRADES WITHIN A TOLERANCE C. GRADING SURFACE OF FILL UNDER BUILDING SLABS: GRADE SMOOTH AND EVEN, FREE OF VOIDS, AND PONDING OCCURS, THE PAVING WILL BE UNACCEPTABLE. SUBGRADE ELEVATION. PAVEMENTS MUST DRAIN SO THAT NO WATER PONDING OCCURS. IF SECTION, WITH THE FINISH SURFACE NOT MORE THAN 0.10 FEET ABOVE OR BELOW THE REQUIRED 3. PAVEMENTS: SHAPE THE SURFACE OF AREAS UNDER PAVEMENTS TO LINE, GRADE AND CROSS- ELEVATION. WITH FINISH SURFACES NOT MORE THAN 0.10 FEET ABOVE OR BELOW THE REQUIRED SUBGRADE 2. WALKS: SHAPE THE SURFACE OF AREAS UNDER WALKS TO LINE, GRADE AND CROSS-SECTION, PONDING OCCURS. THE GRADING OF LAWNS WILL BE UNACCEPTABLE IF PONDING OCCURS. ABOVE OR BELOW THE REQUIRED SUBGRADE ELEVATIONS. LAWNS SHALL BE GRADED SO THAT NO 1. LAWN OR UNPAVED AREAS: FINISH AREAS THAT ARE TO RECEIVE TOPSOIL TO WITHIN 0.10 FEET FINISH SURFACES FREE FROM IRREGULAR SURFACE CHANGES, AND AS FOLLOWS: FROM THE STRUCTURES AND TO PREVENT PONDING. B. GRADING OUTSIDE BUILDING LINES: GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY POINTS AND EXISTING GRADES. UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE INDICATED, OR BETWEEN SUCH TRANSITION AREAS. SMOOTH FINISHED SURFACES WITHIN THE SPECIFIED TOLERANCES, COMPACT WITH A. GENERAL: UNIFORMLY GRADE AREAS WITHIN THE LIMITS OF GRADING, INCLUDING ADJACENT EN-005LAST REVISED 3/11/2013TRUDELL CONSULTING ENGINEERS GENERAL CONSTRUCTION SEQUENCE 1. INSTALL BARRIER TAPE. 2. INSTALL CONSTRUCTION ENTRANCE AS SPECIFIED IN PHASE. 3. INSTALL SILT FENCE IN LOCATION SHOWN ON PLANS AS DETAILED. 4. STAKE OUT CONSTRUCTION, CLEAR AND GRUB. 5. STOCK PILE, PROCESS, AND DISPOSE OF TREES. 6. CONSTRUCT NECESSARY STABILIZED CONSTRUCTION ROADS, ESTABLISH DITCHLINES FROM DOWNHILL TO UPHILL, INSTALL CHECK DAMS AND EROSION CONTROL FABRIC IN DITCHLINES AS DETAILED. MAINTAIN TRAFFIC FLOW AS SHOWN. 7. CONSTRUCT SITE FEATURES. 8. VEGETATE AND STABILIZE AS NECESSARY WITHIN SEVEN DAYS. 9. RECEIVE APPROVAL FROM ON-SITE CO-ORDINATOR PRIOR TO MOVING TO NEXT PHASE. TRUDELL CONSULTING ENGINEERS SILT FENCE WITH WIRE REINFORCEMENT16"20"MIN.MIN.(MIRAFI ENVIROFENCE, OR APPROVED EQUAL MAY BE SUBSTITUTED.) FILTER FABRIC, OR WOVEN WIRE FABRIC WOODEN OR METAL STAKE (MAX. 10' O.C.) KEY FABRIC INTO GROUND (MIN. 6") FLOW CONSTRUCTION SPECIFICATION FOR SILT FENCE 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. WIRE FENCE REINFORCEMENT REQUIRED WITHIN 100 FT UPSLOPE OF RECEIVING WATERS. 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAXIMUM MESH OPENING. 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN SEDIMENT REACHED HALF OF FABRIC HEIGHT.6"WIRE REINFORCEMENT E-104LAST REVISED 2/10/2016 E-006 N.T.S. LAST REVISED 3/11/2013TRUDELL CONSULTING ENGINEERS EXCAVATION DEWATERING DETAIL FROM PUMP LOCATED IN EXCAVATION SUMP PUMPS SHOULD BE SURROUNDED BY CRUSHED STONE SILT BAG SPILLWAY TYPICAL STONE CHECK DAM LOCATED IN NEAREST VEGETATED SWALE TO DEWATERING ACTIVITIES TYPICAL VEGETATED SWALE 1" - 3" HOSE DITCHLINE 2 1 3/4" CRUSHED STONE EXCAVATION 24" PIPE EMBEDDED 24" IN CRUSHED STONE PUMP Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 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. PLANNING ENVIRONMENTAL Stormwater Details C8-06 01/11/2022 Shown 19-202 RMP JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont SW-001 1" = 1' LAST REVISED 03/22/2017TRUDELL CONSULTING ENGINEERS TYPICAL STORM DRAIN TRENCH 1' FINISHED ROAD GRADE D + 8"1' NOTES ON STORM DRAIN TRENCH: A WET TRENCH SHALL BE DEWATERED PRIOR TO INSTALLING BEDDING DEPTH OF STORM DRAIN LINES VARY, REFER TO PLANS FOR DEPTH IN APPROPRIATE LOCATIONS. D FOR PAVED SURFACES VARIES(SEE PAVEMENT SECTION)FOR GRASSED AREAS REPLACE TOPSOIL, SEED, AND MULCH OVERFILL TO ALLOW FOR SETTLEMENT. THOROUGHLY COMPACTED SELECTED BACKFILL FROM TRENCH EXCAVATION, FREE OF STONES LARGER THAN 3" IN DIAMETER. COMPACT BACKFILL IN 6" LIFTS. STORM DRAIN, (SEE SITE PLAN FOR PIPE SIZE & MATERIAL) THOROUGHLY COMPACTED 3/4" CRUSHED STONE BEDDING FOR CMP, PVC, OR HDPE PIPE. UNDISTURBED SOIL SW-005 1/2" = 1' LAST REVISED 08/08/2014TRUDELL CONSULTING ENGINEERS TYPICAL STORMWATER MANHOLE MAXIMUM PIPE SIZE MANHOLE NOTES 1.IF DEPTH OF MANHOLE IS 7 FEET OR LESS FROM RIM TO CENTERLINE INVERT, THEN A FLAT TOP WILL BE INSTALLED. IF DEPTH IS MORE THAN 7 FEET, THEN A CONICAL TOP WILL BE INSTALLED. 2.ADJUST RIM AS NEEDED TO MATCH FINAL PAVEMENT.6"48"VARIES12" INCREMENTS8"32" MIN.56" MAX.12"STORM DRAIN LINE 24" OPENING4"36"5" HEAVY DUTY FRAME & LID LABELED "DRAIN" NEENAH R-1649 OR LEBARON LC 266 GROUT FRAME TO 4 INCHES FROM TOP PRECAST CONCRETE ADJUSTMENT RING SECTION MINIMUM 4 INCHES, MAXIMUM 12 INCHES ECCENTRIC CONICAL TOP SECTION COPOLYMER POLYPROPYLENE LADDER RUNGS 12" O.C. BUTYL JOINT SEALANT WELDED WIRE FABRIC (6 X 6 WWF) RUBBER BOOT (PRESS SEAL PSX) #4 BARS, 12" O.C., BOTH WAYS 12" GRAVEL OR 1" STONE FOR SUB-BASE OR AS REQUIRED BY ENGINEER IF WET AND OR UNSTABLE CONDITIONS EXIST. UNDISTURBED SOIL 30" PVC 24" RCP,CSP,CAAP,CPEP SW-008LAST REVISED 05/06/2014TRUDELL CONSULTING ENGINEERS TYPICAL YARD DRAIN CAST IRON LIGHT DUTY RATED GRATE 24" DRAIN BASIN BY NYLOPLAST OR APPROVED EQUAL 6" CRUSHED STONE OR AS REQUIRED BY ENGINEER FOR USE WITH VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTERS SDR-35 SEWER A-2000 CORRUGATED PVC ULTRA RIB PVC CORRUGATED POLYETHYLENE ADAPTER OUTLET PIPEVARIES SWN-002LAST REVISED 08/17/2015TRUDELL CONSULTING ENGINEERS CONTRACTOR CERTIFICATION FOR STORMWATER SYSTEM 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: CONTRACTOR'S CERTIFICATION REQUIRED GUTTER DOWNSPOUT (BY OTHERS) 6" Ø HDPE PIPE, TYP. UNLESS OTHERWISE NOTED TO DRAINAGE STRUCTURE OR PIPE CONNECTION FINISH GRADE PROVIDE DOWNSPOUT ADAPTER OR CAP AT GRADE FOR DOWNSPOUT CONNECTION PROVIDE AT GRADE CLEANOUT WITH CAP AT PIPE ANGLES, TEES, AND WYES 4' MIN. SW-009 TYPICAL GUTTER DOWNSPOUT CONNECTION 2014 TRUDELL CONSULTING ENGINEERS LAST REVISED 04/21/2014 SW-031LAST REVISED 04/08/2018TRUDELL CONSULTING ENGINEERS PEA STONE DIAPHRAGM FOR BIORETENTION AREA #1 REFER TO TYPICAL SIDWALK DETAIL 12 X 24 INCH PEA STONE DIAPHRAGM ASTM D 448 OR EQUIVALENT FILTER FABRIC MIRAFI 140N OR EQUIVALENT WRAP FABRIC 6" BELOW GRADE 24"12"6"SLOPE 1 2 1 2 6" PERFORATED UNDERDRAIN WRAPPED IN FILTER FABRIC BIORETENTION AREA #1 INV = 206.4 BIORETENTION AREA #2 INV = 206.25 12" THICK STONE LAYER FILTER FABRIC BETWEEN SOIL AND STONE 2' BIORETENTION SOIL LAYER (SEE SITE PLAN FOR SOIL AREA) BIORETENTION MIX 85-88% SAND 8-12% SILT 0-2% CLAY 3-5% ORGANIC MATTER (COMPOST) 0.2% PHOSPHORUS MAX 3" MULCH LAYER BIORETENTION AREAS TOP OF MULCH ELEV. BIORETENTION AREA #1 = 209.25 BIORETENTION AREA #2 = 209.0 SEE SITE PLAN FOR GRADING 30 MIL MIN. POLY LINER TO BE INSTALLED AROUND ENTIRE BIORETENTION AREA AND BENEATH UNDERDRAIN. CONTRACTOR TO ENSURE LINER IS SEALED AND WATERTIGHT. ENGINEER TO VERIFY LINER INSTALLATION PRIOR TO BACKFILL. LINER TO EXTEND 2' MINIMUM UP SIDES OF BASIN SW-027LAST REVISED 03/05/2014TRUDELL CONSULTING ENGINEERS BIORETENTION UNDERDRAIN CLEANOUT 4" PVC SDR 35 RISER 4" PVC SDR 35 ELBOW 6"X6"X4" PVC SDR 35 45° WYE 6" PERF. SDR 35 PVC PIPE 6"FLOW NOTE: SEE SITE PLAN FOR PIPE SIZE AND INVERT. NOTE: SEE SITE PLAN FOR CORE LOCATION, PIPE SIZE AND INVERT. 4" PVC CAP TO EXTEND 3" ABOVE TOP OF MULCH SEE DETAIL BELOW FOR BIORETENTION SOIL LAYERS 12" HDPE 12" BEEHIVE GRATE 1 2 BIORETENTION OUTLET STRUCTURES 12" GRAVEL BELOW OUTLET STRUCTURE 36" DIAMETER HDPE OR PRECAST OUTLET STRUCTURE 6" UNDERDRAIN LINER TO BE INSTALLED ON BASIN SIDE OF OUTLET STRUCTURE WITH A WATERTIGHT CONNECTION FOR UNDERDRAIN CONNECTION TO OUTLET STRUCTURE. ENGINEER TO VERIFY LINER ADJACENT TO STRUCTURE PRIOR TO BACKFILL. CONTRACTOR TO TAKE MEASURES TO ENSURE CONNECTIONS ARE WATER TIGHT INVERT LOCATIONS AND ELEVATIONS SHOWN ON SITE PLANS PHOSPHORUS LEVELS SHALL BE VERIFIED BY TESTING OF BIORETENTION SOIL TO BE PROVIDED BY CONTRACTOR. THE SOIL SHALL BE TESTED USING THE MORGAN METHOD OR APPROVED EQUIVALENT. THE TEST RESULTS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER. THE TEST RESULTS SHALL BE RECORDED WITH THE LOCAL DESIGN/PERMIT RECORDS. BIORETENTION AREA TOP OF MULCH EXTEND 30 MIL LINER FROM BIORETENTION AREA #1 UNDER STONE DIAPHRAGM EXTEND 30 MIL LINER TO EXTEND HALF THE WIDTH OF THE ADJOINING SIDEWALK S-039 3/8"=1'-0" LAST REVISED 09/28/2015TRUDELL CONSULTING ENGINEERS TEMPORARY BYPASS FOR NEW MANHOLE ON EXISTING STORM SEWER FLOW FLOWFLOW 14' ± 30" 18"5'1.CITY OF BURLINGTON SHALL BE CONTACTED PRIOR TO ANY WORK OR DISTURBANCE WITHIN THE PUBLIC RIGHT-OF-WAY 2.EXPOSE APPROXIMATELY 14' OF EXISTING SEWER. TEMPORARILY PLUG FLOW IN UPSTREAM MANHOLE. 3.CUT EXISTING SEWER AND INSTALL BYPASS CONNECTING ENDS WITH FERNCO CONNECTORS AND REMOVE TEMPORARY PLUG. 4.INSTALL NEW MANHOLE AND FORM INVERTS THEN TEST MANHOLE FOR WATER TIGHTNESS IN ACCORDANCE WITH TESTING REQUIREMENTS. 5.AFTER INVERTS HAVE CURED, PLUG UPSTREAM MANHOLE, REMOVE TEMPORARY BYPASS AND CONNECT EXISTING SEWER TO NEW MANHOLE WITH FERNCO CONNECTORS AND PIPE CUT TO LENGTH. REMOVE TEMPORARY PLUG. 6.COMPLETE BACKFILLING. 7.COORDINATE THESE WORK EFFORTS WITH OWNER, MUNICIPALITY OF BURLINGTON AND SOUTH BURLINGTON, AND ENGINEER. 2' MINIMUM STUB EXISTING STORM SEWER FLOW FROM SITE SEE SITE PLANS FOR SIZES, INVERTS, AND LOCATIONS 2-4" ROUND RIVERSTONE, SEE NOTES NOTES: 1.RIVERSTONE SHALL BE SIZED IN THE RANGE OF 2-4" WIDE. 2.COLOR SHALL BE BLUE-GRAY. 3.STONE SHALL BE WASHED, SHALL NOT CONTAIN FINES. 4.CONTRACTOR SHALL SUBMIT ROCK SAMPLE FOR APPROVAL. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 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. PLANNING ENVIRONMENTAL Stormwater Details C8-07 01/11/2022 Shown 19-202 CMJ JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont SEE SITE PLANS FOR LOCATIONS, PIPE SIZES, AND INVERT ELEVATIONS. CONTECH FILTERRA UNITS TO BE 6'X8' MEDIA BAY GREEN INFRASTRUCTURE INLET AS NOTED ON C4-01. TWO CURB CUT INLETS SHALL BE PROVIDED FOR EACH UNIT. CONTRACTOR AND/OR SUPPLIER SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. RAIN GUARDIAN TURRET DETAIL TESTING STORMWATER MANHOLES AND STRUCTURES (NOT APPLICABLE TO STORMWATER OUTLET STRUCTURES, FILTERRA UNITS, AND TURRET) 1.*ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT AND TRUDELL CONSULTING ENGINEERS (TCE). CONTRACTOR SHALL PRE-TEST SUCCESSFULLY PRIOR TO CONTACTING ENGINEER. THE PRE-TEST IS TO ENSURE PASSING RESULTS PRIOR TO OFFICIAL TESTING OBSERVATION. 2.EACH STRUCTURE SHALL BE TESTED BY MEANS OF A WATER TEST OR VACUUM TEST PRIOR TO THE BACKFILLING OF THE STRUCTURE. IN ANY CASE THERE SHALL BE NO VISIBLE LEAKAGE INTO THE BASE OR WALLS OF A COMPLETED STRUCTURE. 3.AFTER THE STRUCTURE HAS BEEN ASSEMBLED IN PLACE, ALL LIFTING HOLES AND EXTERIOR JOINTS SHALL BE FILLED AND PAINTED WITH AN APPROVED NON-SHRINKING MORTAR IN MANHOLES. THE TEST SHALL BE MADE PRIOR TO PLACING THE SHELF AND INVERT. IF THE GROUNDWATER TABLE HAS BEEN ALLOWED TO RISE ABOVE THE BOTTOM OF THE STRUCTURE, THE ENGINEER MAY DIRECT IT TO BE LOWERED FOR THE DURATION OF THE TEST. ALL PIPES AND OTHER OPENINGS INTO THE STRUCTURE SHALL BE SUITABLY PLUGGED AND THE PLUGS BRACED TO PREVENT DISPLACEMENT. 4.IF THE CONTRACTOR ELECTS TO BACKFILL PRIOR TO WATER TESTING, FOR ANY REASON, IT SHALL BE AT HIS OWN RISK AND IT SHALL BE INCUMBENT UPON THE CONTRACTOR TO DETERMINE THE REASON FOR ANY FAILURE OF THE TEST. NO ADJUSTMENT IN THE LEAKAGE ALLOWANCE WILL BE MADE FOR UNKNOWN CAUSES SUCH AS LEAKAGE OF PLUGS, ABSORPTION, ETC. I.E., IT WILL BE ASSUMED THAT ALL LOSS OF WATER DURING THE TEST IS A RESULT OF LEAKS THROUGH THE JOINTS OR THROUGH THE CONCRETE. FURTHERMORE, THE CONTRACTOR SHALL TAKE ANY STEPS NECESSARY TO ASSURE THE ENGINEER THAT THE WATER TABLE IS BELOW THE BOTTOM OF THE STRUCTURE THROUGHOUT THE TEST. 5.IF THE GROUNDWATER TABLE IS ABOVE THE HIGHEST JOINT IN THE STRUCTURE, AND IF THERE IS NO LEAKAGE INTO THE STRUCTURE AS DETERMINED BY THE ENGINEER, SUCH A TEST CAN BE USED TO EVALUATE THE WATER TIGHTNESS OF THE STRUCTURE. HOWEVER, IF THE ENGINEER IS NOT SATISFIED, THE CONTRACTOR SHALL LOWER THE WATER TABLE AND CARRY OUT THE TEST AS DESCRIBED HEREINBEFORE. 6.MANHOLE WATER TEST: THE STRUCTURE SHALL BE FILLED WITH WATER TO THE TOP OF THE RISERS, PAST ALL SEAMS. THE TANKS SHALL SIT FOR A PERIOD OF ONE HOUR TO ALLOW FOR ABSORPTION. AFTER ONE HOUR, THE STRUCTURE SHALL BE REFILLED TO THE TOP ABOVE ALL SEAMS. THE TANK SHALL BE TESTED FOR A MINIMUM OF 6 HOURS. AT THE END OF THE 6-HOUR TEST PERIOD, THE MANHOLE SHALL BE REFILLED TO THE STARTING POINT, MEASURING THE VOLUME OF WATER ADDED. THE VOLUME OF WATER ADDED SHALL BE CONVERTED TO A 24-HOUR RATE AND THE LEAKAGE DETERMINED ON THE BASIS OF DEPTH. THE LEAKAGE FOR EACH MANHOLE SHALL NOT EXCEED ONE GALLON PER VERTICAL FOOT FOR A 24 HOUR PERIOD AND THERE SHALL BE NO VISIBLE INFILTRATION. REPAIRS BY APPROVED METHODS MAY BE MADE, AS DIRECTED BY THE ENGINEER, TO BRING THE LEAKAGE WITHIN ALLOWABLE RATE OF ONE GALLON PER FOOT PER DAY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO UNCOVER THE MANHOLE, AS NECESSARY, AND TO DISASSEMBLE, RECONSTRUCT OR REPLACE IT AS DIRECTED BY THE ENGINEER. THE MANHOLE SHALL THEN BE RETESTED. 7.TANK WATER TEST: THE STRUCTURE SHALL BE FILLED WITH WATER TO THE TOP OF THE RISERS, PAST ALL SEAMS. THE TANKS SHALL SIT FOR A PERIOD OF 24-HOURS TO ALLOW FOR ABSORPTION. PLASTIC, STEEL, AND FIBERGLASS TANKS DO NOT NEED A 24-HOUR ABSORPTION PERIOD AND MAY BE TESTED IMMEDIATELY. AFTER 24-HOURS, REFILL THE TANK. IF AFTER ONE HOUR THERE IS NO MEASURABLE DROP IN FLUID LEVEL THE TANK SHALL BE CONSIDERED WATER TIGHT. 8.MANHOLE VACUUM TEST: THE CONTRACTOR SHALL FURNISH THE MANHOLE CONE SEAL, VACUUM PUMP, ALL NECESSARY GAUGES, HOSES, AND EQUIPMENT TO PERFORM THE TEST. 8.1.MANHOLES THAT HAVE BEEN BACKFILLED SHALL BE EXCAVATED TO EXPOSE THE ENTIRE EXTERIOR OR THE WATER TEST SHALL BE USED. 8.2.A PLATE WITH AN INFLATABLE RUBBER RING THE SIZE OF THE TOP OF THE MANHOLE SHALL BE INSTALLED BY INFLATING THE RING WITH AIR TO A PRESSURE ADEQUATE TO PREVENT LEAKAGE OF AIR BETWEEN THE RUBBER RING AND THE MANHOLE WALL. 8.3.PUMP THE AIR OUT OF THE MANHOLE THROUGH AN OPENING IN THE TEST PLATE UNTIL A VACUUM IS CREATED INSIDE THE MANHOLE EQUAL TO 10 INCHES OF MERCURY USING AN APPROVED VACUUM GAUGE. THEN STOP THE REMOVAL OF AIR AND BEGIN THE TEST. 8.4.THE VACUUM DROP SHALL NOT EXCEED 1 INCH OF MERCURY OVER A 2 MINUTE PERIOD FOR MANHOLES 0-10' DEEP, OVER 2.5 MINUTES FOR MANHOLES 10.1-15' DEEP, AND OVER 3 MINUTES FOR MANHOLES DEEPER THAN 15'. IF MORE THAN A 1 INCH DROP OCCURS WITHIN 2 MINUTES, THE MANHOLE HAS FAILED THE TEST, AND IT SHALL BE REPAIRED OR RECONSTRUCTED AND THEN RETESTED UNTIL IT PASSES AT NO EXPENSE TO OWNER. 9.TANK VACUUM TEST: 9.1.USING A VACUUM TEST, SEAL THE EMPTY TANK AND RISERS AND APPLY A VACUUM TO 4 INCHES (100 MM) OF MERCURY. THE TANK IS CONSIDERED WATERTIGHT IF 90% OF THE VACUUM IS HELD FOR 5 MINUTES PER ASTMC1277-13 SEPTIC TANKS. 10.BACKFILL AROUND THE STRUCTURE UPON SATISFACTORY TEST RESULTS. TRUDELL CONSULTING ENGINEERS LAST REVISED 01/14/2020 SN-007 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 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. PLANNING ENVIRONMENTAL ESPSC Low Risk Handbook Sheet 1 C8-08 01/11/2022 Shown 19-202 RMP JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 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. PLANNING ENVIRONMENTAL ESPSC Low Risk Handbook Sheet 2 C8-09 01/11/2022 SHOWN 19-202 RMP JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont D12 0 90 PATH OF FRONT WHEEL 6030 STEERING LOCK ANGLE = 40.0 deg. ACHIEVED STEERING ANGLE: 30 deg. SWEEP ANGLE: 20.6 deg. 60 deg. SWEEP ANGLE: 30.2 deg. 90 deg. SWEEP ANGLE: 35.0 deg. 120 deg. SWEEP ANGLE: 37.4 deg. 180 deg. SWEEP ANGLE: N/A WB-40 1990 South Burlington Fire TCE [ft] Copyright (c) 2012, Transoft Solutions 20.2 ft4.0 ft 13.0 ft 25.0 ft 8.0 ft 8.5 ft 0 Feet Graphic Scale 10 10 20 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY Field Book: 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. PLANNING ENVIRONMENTAL TAX ID: 1540-00510 Fire Truck Turning Exhibit C10-01 01/11/2022 1" = 10' 19-202 RMP JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, VermontU.S. ROUTE 7 / SHELBURNE ROADBACON STREET MOUNTABLE CURB OHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH GGGWW W W W W W W W W W W W W W SSSSSSSSSS S S S S S D D D SDD S210210 210 210 210 210WD D D D DDDDDDDDDDDDDDWWWWUG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG BACON STREET U.S. ROUTE 7 / SHELBURNE ROADPROPOSED BUILDING 4,972 SF FINISHED FLOOR ELEVATION = 211.90 D DDD210210210 210 210 210SSSSSSSSSSSSSS S S SDDD 1 0 ' M IN . TOCE N T E ROF T R E E 19 EP 1 BN 1 AF 2 GB 3 GB 1 UP 1 UP 13 HSD 12 EP 5 SSC 3 RR 6 RR 4 EP 4 EP 6 CAF 4 IV 1 CAH1 CAH 12 SSC 24 HJS 1 AF9 HJS 8 HJS 5 RR 10 HJU 6 EP 10 RF 1 CAH 1 CAH 13 CAF 15 RF 8 IV 4 ELJ 7 IV 11 PVS 1 CAH 5 ELJ 6 EP 8 ELJ 1 CAH 12 RF 7 SJS 3 MS 1 MS 1 MS 7 HAU 8 AD 8 CG 7 EM 1 IVM 1 IVF 8 PVS 1 IVF 1 IVF 11 EP 7 RH 10 SSC BIORETENTION BASIN 2 SEE SEPARATE PLANT LIST LAWN SEEDED LAWN (TYPICAL) 3 AG BIORETENTION BASIN 1 SEE SEPARATE PLANT LIST UD UD UDUDUD210D D D D D D D D D D D D D D 19 RR S S S S S 6 SJS 11 CAF 3 PVC 1 IVF 8 CAF 1 HAP ON TRELLIS 6 CAF 1 HAP ON TRELLIS 15 CAF 3 SJS 1 AG 3 SJS 12 CAF 19 CAF 1 PQ 1 PQ 1 HAP ON TRELLIS 7 CAF 7 SJS 12 SJS 12 CAF 14 HSD 5 PVC 11 CAF 3 EP 3 EP 3 EP 1 IVM 3 CAH 3 CAH 10 CAF 5 RF 5 CG 3 EP 11 RF 21 0 210210210 15 EP 11 EP 5 HSD 5 HSD 12 RF 11 EP 11 EP 12 RF 8 HJU 8 HJU 2 AA 2 AADDDDDDDD 3 CAF 22 NF 5 HA6 HG 6 HA 18 EP 5 PVC 8 HJU 14 BG UG UG UG UG UG UG UG UG UG UG 0 Feet Graphic Scale 10 10 20 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY Field Book: 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. PLANNING ENVIRONMENTAL TAX ID: 1540-00510 Landscape Plan LA 2-01 01/11/2022 1" = 10' 19-202 LET JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont 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 SMALL WOODEN TRELLIS AND RELEVANT HARDWARE FOR HYDRANGEA ANOMALA PETIOLARIS TO ESTABLISH ON BRICK. 1 09/15/20 JADPermit Revisions PLANT SCHEDULE: SITE PLANT SCHEDULE: BIORETENTION BASIN 1 PLANT SCHEDULE: BIORETENTION BASIN 2 02/04/22 LETElectrical Revisions Per City Comments2 L-020.1.3SHRUB ON SLOPETRUDELL CONSULTING ENGINEERSLAST REVISED 11/02/202112" MIN.12" MIN.1-1/2'' DEPTH MULCH OR SEED,SEE PLANTING PLANSLOPE LINESHRUB PLANTING, INSTALL PLUMBPLACE PLANT 2"ABOVESURROUNDING GRADE2" BARK MULCH (PULL BACKAWAY FROM BASE OF SHRUB)PLANTING SOIL AS SPECIFIEDINDIVIDUALLY EXCAVATE SHRUB BEDTO REQUIRED DEPTH AND BACKFILLWITH SPECIFIED SOIL MIXUNDISTURBED SUBSOIL1" = 1'2:1 MAXREMOVE TOP HALF OF WIRE CAGEAND REMOVE BURLAP FROM ROOTBALL040.1.2SEEDING ON SLOPESTRUDELL CONSULTING ENGINEERSLAST REVISED 02/11/2020NOTES:1.ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. TEMPORARY OR PERMANENT SEEDINGSHALL OCCUR WITHIN 7 DAYS OF DISTURBANCE.2.SEEDING AND MULCHING OF DISTURBED AREAS SHALL TAKE PLACE WITHIN 48 HOURS OF FINAL GRADING.3.APPLY PERMANENT SEEDING PRIOR TO PLACING EROSION CONTROL BLANKETS.4.IF SEEDING IS NOT DONE BY HYDROSEEDING, MULCH SHALL BE STRAW AND SHALL BE APPLIED AT A RATE OF 90-100 LBS/1,000SF.MULCH SHALL NOT BE PLACED ON SLOPES GREATER THAN 3:1. SEED IMPREGNATED MULCH SHALL BE USED IN ITS PLACE.5.SEEDING SHALL OCCUR AFTER APRIL 15 AND PRIOR TO SEPTEMBER 15G IN ORDER TO ESTABLISH A STAND OFGRASS/VEGETATION PRIOR TO GROUND FREEZING. SEED SHALL BE IN ACCORDANCE WITH SEE SPECIFICATIONS ON THIS SHEETAND SHALL BE APPLIED PER MANUFACTURERS RECOMMENDATIONS.6.COVER SEED WITH 1/4" SOIL UNLESS A HYDROSEEDER IS USED.2:1 MAX. SLOPE4" PLANTING SOIL MIX, ROLLEDTHICKNESS, SEE SPECIFICATIONSSEED MIX AND EROSION CONTROL MATTING,SEE CIVIL DRAWINGS FOR EROSION CONTROLDETAILS AND SPECIFICATIONSFREE DRAINING UNDISTURBEDOR COMPACTED SUBGRADESheet TitleProject TitleUse of These DrawingsScale:Project Number:Date:Drawn By:Project Engineer:Approved By:No. Description DateByFor Permitting OnlyRevisions478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495802 879 6331 | WWW.TCEVT.COMENGINEERING SURVEYField Book:1. Unless otherwise noted, these Drawings are intended forpreliminary planning, coordination with other disciplines orutilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless notedas 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, butnot limited to, contract documents, specifications,owner/contractor agreements, building and mechanicalplans, private and public utilities, and other pertinent permitsfor construction.3. Owner and Architect, are responsible for final design andlocation of buildings shown, including an area measured aminimum five (5) feet around any building and coordinatingfinal utility connections shown on these plans.4. Prior to using these plans for construction layout, the usershall contact TCE to ensure the plan contains the mostcurrent revisions.5. These Drawings are specific to the Project and are nottransferable. As instruments of service, these drawings, andcopies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. Iferrors or omissions are discovered, they shall be brought tothe attention of TCE immediately.6. It is the User's responsibility to ensure this copy containsthe most current revisions.PLANNING ENVIRONMENTAL TAX ID: 1540-00510Landscape DetailsLA 2-0201/11/2022 Shown19-202LETJAD 348Bacon St. Properties,LLC510 Shelburne RoadSouth Burlington, VermontL-0221" = 1'LAWN SEEDINGLAST REVISED 02/11/20TRUDELL CONSULTING ENGINEERSNOTE: ALL DISTURBED AREAS SHALL BE LOAMEDAND SEEDED UNLESS NOTED OTHERWISE6"SEED AS SPECIFIEDPLANTING SOIL MIX,(ROLLED THICKNESS)FREE DRAINING,SCARIFIEDSUBGRADEL-028SHRUB PLANTINGLAST REVISED 02/29/2020TRUDELL CONSULTING ENGINEERS12" MIN.PLACE SHRUBS PERPENDICULAR TO GRADECURB2" BARK MULCH: PULL MULCH AWAY FROM BASE OF SHRUB,HOLD TOP OF SETTLED MULCH 1" BELOW CURBPLANTING SOIL MIX THROUGHOUTENTIRE PLANTING AREAFINISH GRADEPLACE ROOTBALLON COMPACTEDSUBGRADEFREE DRAINING SCARIFIEDUNDISTURBED SUBGRADE1" = 1'L-0291" = xx'LAST REVISED 02/26/2020TRUDELL CONSULTING ENGINEERSTREE PROTECTIONFOR TREES TO REMAIN WITHIN LIMIT OF LANDSCAPEWORK AREA:CONTRACTOR SHALL CONTACT ARBORIST PRIOR TODEMOLITION TO PERFORM RECOMMENDED TREATMENTS(FERTILIZER, ROOT PRUNE, ETC.) ON SPECIMEN TREES TOREMAIN BEFORE BEGINNING DEMOLITION.PLAN VIEWEXISTINGTREEEXISTINGTREE6' MIN.SECTION VIEWPRUNE PER ISA STANDARDS. REMOVE DEAD &DAMAGED BRANCHES. TIE BRANCHES UP TO AVOIDDAMAGE FROM CONSTRUCTION EQUIPMENT.EXISTING TREE (S)LIMIT OF DRIPLINE (VARIES)WOODEN OR METAL POSTS (TYPICAL)INSTALL FENCING AT EDGE OF DRIPLINE OR AS FARFROM TRUNK AS POSSIBLE. MIN. DISTANCE IS 6' FROMTRUNK. MAY BE PLASTIC SNOW FENCE OR CHAINLINK, MIN. 4' HIGH.ZONE OF CONSTRUCTION IMPACT (CUT/FILL)PRUNE DAMAGED OR EXPOSED ROOTSDAMAGED WITH A SHARP SAW.LIMIT OF FENCING(INDIVIDUAL TREE)LIMIT OF FENCING (MULTIPLE TREES)EXISTING GRADELIMIT OF CONSTRUCTION IMPACT (REFER TO PLANS)LIMIT OF FENCE (INDIVIDUAL TREE)LIMIT OFCANOPY(VARIES)LIMIT OF FENCING(MULTIPLE TREES)WOODEN OR METAL POSTS (MAX. 8' SPACING)2x4 DIM. LUMBER ATTACHED W/METALSTRAPPING (OPT) AT 2 LOCATIONS(MIN.). CLADDING SHALL BE 8' HIGHWITH 6" SPACING OF BOARDS. WRAPBARK W/BURLAP PRIOR TO ARMORING,OR APPROVED ALTERNATIVE METHODNO STORAGE OF EQUIPMENT OFMATERIALS WITHIN DRIPLINEREMOVE TOP HALF OFWIRE CAGE AND REMOVEBURLAP FROM ROOTBALLTREE PLANTINGLAST REVISED 11/02/2021TRUDELL CONSULTING ENGINEERSSCALE: 3/8" = 1' 0"EQEQEQTREE SHALL BE PLUM AFTER SETTLEMENTTOP OF ROOTBALL SHALL BEAR SAMERELATIONSHIP TO FINISHED GRADE AS TOPREVIOUS EXISTING GRADEROOT FLARE SHALL BE EXPOSED; MULCHSHOULD NOT BE WITHIN 4" OF TREE TRUNKPLACE BALL ON SUBGRADE. REMOVE ANDDISCARD BURLAP EXCEPT UNDER BALL.REMOVE ALL SYNTHETIC SOIL WRAPPINGMATERIALS (TREATED BURLAP, NYLONTWINE, WIRE BASKETS, ETC.) AND DISCARDEXCAVATE SUBSOIL AS REQUIRED TO PLACEROOTBALL TO PROPER ELEVATION. PLACEROOTBALL DIRECTLY ON SUBSOILEXCAVATE HOLE TO DIAMETER 3X WIDERTHAN ROOTBALL. BACKFILL HOLE WITHPLANTING SOIL MIX AS SPECIFIEDBARK MULCH, AS SPECIFIEDFREE DRAINING UNDISTURBED ORCOMPACTED SUBGRADEBARK MULCH SAUCER4'-0"2"X2"X10' FIR STAKES , STAINED BLACK; 3 PERTREE EQUALLY SPACED AROUND ROOT BALL;ALL POSTS SHALL BE PLUMB AND HAVE SAMEHEIGHT ABOVE FINISH GRADEGUY WIRE SHALL BE NEW PLIABLE ANNEALEDGALVANIZED SOFT STEEL WIRE OF NO. TEN(10)GAUGE SIZE. ENCASE WIRE AROUND TRUNK INTWO-PLY, BLACK, REINFORCED RUBBERGARDEN HOSEFOR ALL FALL PLANTING, WRAP TRUNK AT2ND LOWEST BRANCH. REMOVE SPECIFIEDTREE WRAP THE FOLLOWING SPRING.L-030.1.3GROUNDCOVERLAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS12" MIN.GROUNDCOVER2" BARK MULCHPLANTING SOIL MIXFREE DRAINING,SCARIFIED SUBGRADE1" = 1'L.1LAST REVISED 11/12/2021TRUDELL CONSULTING ENGINEERSPERENNIAL PLANTING12"1" = 1' 0"SEE LANDSCAPE PLAN FOR SPACINGSEE LANDSCAPE PLANFOR SPACINGHERBACEOUS PLANT, TYP.EDGE OF PAVEMENT OREDGE OF PLANTING BEDPERENNIAL/ORNAMENTAL GRASS,PLACE CROWN ABOVE MULCH,SPACE AS SHOWN ON PLANT LISTBARK MULCH, SEE SPECS.PLANTING SOIL MIXFREE DRAINING UNDISTURBED SUBGRADEOR COMPACTED LOAM FILL.PERCOLATION REQUIREMENTS FORSUBSOIL PER PLANTING SOILSPECIFICATIONS. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 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. PLANNING ENVIRONMENTAL TAX ID: 1540-00510 LI-001LAST REVISED 03/27/2019TRUDELL CONSULTING ENGINEERS TYPICAL LUMINAIRE GRASS AREAS PAVED AREAS A:MOUNT HEIGHT VARIES. REFER TO LIGHTING PLAN B:BASE DEPTH 6 FT. MIN. FOR UP TO 20 FT. MOUNT HEIGHT. 8 FT. MIN. FOR UP TO 30 FT. C:PRECAST FOOTING DIAMETER DETERMINED BY BASE PLATE D:SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO CONSTRUCTION. NOTE: BOLT PATTERN, CONDUIT SIZE AND GROUNDING TO BE DETERMINED BY LIGHTING/ELECTRIC CONTRACTOR B℄24"AMOUNT HEIGHT VARIESAMOUNT HEIGHT VARIESC BREFER TO LIGHTING PLAN FOR FIXTURE STYLE & WATTAGE 4"CLASS B CONCRETE FOOTING LI-007LAST REVISED 03/27/2019TRUDELL CONSULTING ENGINEERS LUMINAIRE FOOTING BASE PLATE GROUNDING BUSHING (2 PCS) LIGHT POLE HAND HOLE AND COVER GROUNDING TERMINAL NOTES: 1.FOOTING DIMENSIONS DEPENDENT ON ACTUAL FIXTURE USED. 2.SEE MANUFACTURER'S SPECS FOR BOLT PATTERN LAYOUT. 3.CONTRACTOR SHALL VERIFY FOOTING SIZE MEETS THE APPROPRIATE CODES FOR HEIGHT OF POLES SHOWN. 4.SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO CONSTRUCTION.5'-0"24" MIN.COVERSTEEL ANCHOR BOLTS FINISHED GRADE 1/2" PVC CONDUIT 3/4" PVC SCH 40 OR RIGID GALVANIZED STEEL (2 PCS) GROUND18"6"Lighting Details LI 2-02 01/11/2022 Shown 19-202 AAD JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont OHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH OH OH OH OH OH OHUG GGGGWG G G W W W W W W W W W W W W W W SSSSSSSSSS S S S S SSW D D DD SDD SSWWD D D D D D D D DDDDDDDDDDDDDDDWWWWUG UG UG BACON STREET BOUNDARY LINE TO BE DISSOLVEDPROPOSED BUILDING 4,972 SF FINISHED FLOOR ELEVATION = 211.90 D DDDC C C C C C D A A A C SSSSSSSSSSSSSS S S SDDD UD UD UDUDUD AD D D D D D D D D D D D D D S S S S SDDDDDDDD 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.3 0.2 0.2 0.6 1.2 1.6 1.0 0.4 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.3 0.5 0.6 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.8 1.0 0.6 0.5 1.0 2.6 2.9 1.7 0.6 0.3 0.4 0.5 0.5 0.4 0.2 0.2 0.2 0.5 1.3 2.0 0.9 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.8 2.5 2.2 1.3 0.8 1.4 2.2 2.4 1.4 0.6 0.4 0.8 1.4 1.5 0.9 0.4 0.3 0.3 1.0 2.3 3.4 1.4 0.6 0.5 0.7 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.7 1.5 1.9 1.0 0.3 2.1 2.5 1.2 0.6 0.5 1.3 2.8 3.0 1.5 0.6 0.4 0.6 1.4 2.6 2.7 1.2 0.7 0.9 2.3 1.2 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.6 0.0 0.1 2.3 3.5 2.5 1.1 0.8 1.3 2.5 1.6 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.8 1.5 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.6 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.8 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 1.7 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.3 2.4 1.2 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.4 1.7 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.5 0.5 0.8 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.6 0.6 0.6 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.6 0.8 0.8 0.7 0.7 0.6 0.5 0.5 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.8 1.0 0.9 0.9 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.8 1.4 1.7 2.0 1.4 0.2 0.2 0.2 3.0 2.6 0.6 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 1.1 1.2 1.2 1.1 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.8 1.2 1.7 1.9 1.4 0.9 0.7 0.9 1.4 2.1 1.9 1.1 0.6 0.7 1.4 1.8 1.1 0.4 0.1 0.0 0.0 0.0 0.0 0.1 0.3 1.4 1.5 1.4 1.3 1.1 1.0 0.9 0.8 0.8 0.7 0.7 0.8 0.9 1.0 1.1 0.9 0.7 0.6 0.7 0.9 1.1 1.0 0.7 0.5 0.9 2.4 2.6 1.4 0.4 0.1 0.0 0.0 0.0 0.0 0.1 0.2 1.7 1.8 1.7 1.5 1.3 1.2 1.1 1.0 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.5 0.6 0.6 0.6 0.6 0.5 0.4 0.7 1.0 1.2 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.2 0.3 2.0 2.1 1.8 1.6 1.5 1.3 1.2 1.1 1.0 0.9 0.9 0.8 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.5 0.5 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 2.2 2.1 1.9 1.7 1.6 1.5 1.3 1.2 1.1 1.0 1.0 0.9 0.8 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.4 2.0 2.1 1.9 1.8 1.7 1.6 1.4 1.3 1.2 1.2 1.1 1.0 1.0 0.9 0.9 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.6 1.8 1.9 1.8 1.8 1.7 1.7 1.5 1.4 1.3 1.3 1.2 1.2 1.1 1.1 1.0 1.0 0.9 0.8 0.8 0.7 0.6 0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.7 1.5 1.6 1.7 1.7 1.8 1.7 1.6 1.5 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.7 1.3 1.3 1.5 1.7 1.8 1.7 1.7 1.6 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.4 1.3 1.1 1.0 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.6 1.0 1.1 1.3 1.8 1.9 1.8 1.7 1.7 1.6 1.6 1.6 1.6 1.7 1.7 1.8 1.7 1.7 1.5 1.3 1.1 0.9 0.8 0.7 0.5 0.4 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.5 0.8 0.9 1.2 1.9 2.0 1.9 1.8 1.8 1.7 1.7 1.7 1.7 1.8 2.0 2.1 2.0 2.0 1.8 1.6 1.3 1.1 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.4 0.6 0.8 1.1 2.1 2.1 2.0 1.9 1.8 1.7 1.7 1.7 1.8 1.9 2.2 2.3 2.3 2.3 2.1 1.8 1.4 1.2 0.9 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.5 0.7 1.1 2.2 2.3 2.1 1.9 1.8 1.7 1.6 1.7 1.8 1.9 2.1 2.3 2.5 2.4 2.1 1.8 1.5 1.2 0.9 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.6 1.0 2.4 2.4 2.1 1.9 1.7 1.5 1.4 1.3 1.3 1.3 1.2 1.1 1.0 1.0 1.0 1.0 0.7 0.9 0.7 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.3 1.0 2.5 2.3 2.1 1.8 1.6 1.3 1.1 1.0 1.0 1.0 1.1 1.3 1.5 1.7 1.8 1.8 0.0 1.7 1.5 1.3 1.1 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.3 0.4 1.1 2.3 2.2 2.0 1.7 1.5 1.3 1.2 1.1 1.1 1.1 1.2 1.4 1.6 1.8 2.0 2.2 2.2 2.1 1.8 1.5 1.2 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.2 0.3 1.1 2.0 2.0 1.8 1.6 1.4 1.2 1.2 1.1 1.1 1.1 1.2 1.3 1.5 1.7 1.9 2.0 2.0 1.9 1.7 1.5 1.2 0.9 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.2 1.2 1.7 1.7 1.5 1.4 1.3 1.2 1.1 1.0 1.0 1.1 1.1 1.2 1.3 1.5 1.6 1.7 1.7 1.6 1.5 1.3 1.1 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.2 1.0 1.4 1.4 1.3 1.2 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.2 1.3 1.4 1.4 1.4 1.4 1.3 1.1 1.0 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.8 1.1 1.1 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.1 1.1 1.2 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.2 0.1 0.1 0.0 0.2 0.6 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.6 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.0 0.2 0.5 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.0 0.2 0.3 0.5 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.0 0.1 0.3 0.4 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 D D D D0.5 0.5 0.5 0.50.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.50.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 Feet Graphic Scale 10 10 20 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By For Permitting Only Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 8917 CIVIL PROF ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA U T EL SSTATE O F VER M ONT Field Book: 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. PLANNING ENVIRONMENTAL TAX ID: 1540-00510 AVG. ILLUMINATION AVG. ILLUMINATION UNIFORMITY RATIO MAX. POINT (HORIZONTAL)(VERTICAL) ILLUMINATION LUMINAIRE SCHEDULE SYMBOL LABEL QTY CATALOG NUMBER DESCRIPTION LAMP MOUNT HEIGHT 13 Watt D LBLHO-6036 3.5 FT NOTES: 1.AREA LIGHT AND BUILDING LAYOUT AS SHOWN FOR PERMITTING AND INSTALLATION PURPOSES. BUILDING-MOUNTED FIXTURES ARE SHOWN FOR PERMITTING PURPOSES ONLY. 2.DISCREPANCIES BETWEEN L2-01 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. 5 Lighting Plan LI 2-01 01/11/2022 1" = 10' 19-202 AAD JAD 348 Bacon St. Properties, LLC 510 Shelburne Road South Burlington, Vermont ZONE 1 0.8 fc n/a n/a 3.8 fc LEGEND 0.5 FOOTCANDLES (fc) 1.0 FOOTCANDLES (fc) 2.0 FOOTCANDLES (fc) FORMS & SURFACES HELIOS BALLARD - 360 DEGREES 32W LED 4000K C 7 11 FTVMMV-L10-840-TL-S-DGL A LEDECF-S-3L-530-NW-G2-4-HIS 20 FT4 WILLIAMS VOLTAIRE ARCH. MINI WALLPACK - VWM VERTICAL 13W LED 4000K OH OH OH OH OH OH OH OHOHOHOHOHG SSSSW S04°11'24"W 124.97'N84°39'50"W70.40'S02°52'32"W 25.16'N84°38'10"W140.13'N04°15'57"E149.74'TIELINE S85°51'02"E37.56'TIELINE S04°07'55"W69.46'WWWWWWWS84°45'53"E139.94'S84°42'19"E69.81'S04°27'43"W 124.91'0FeetGraphic Scale202040608015°±VT GridMagnetic PROJECT LOCATIONS1-01This plat was created using pigment based ink on stable media DescriptionRevisionsByDate#478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COMTRUDELL CONSULTING ENGINEERSDate:Scale:Drawn By:Crd file:Sheet:Surveyed By:Field Bk:Project #:ST A T E OF VERMONTST A T EOFVERMONTLAND SURVE Y ORLANDSURVE Y ORLICENSEDLICENSED MARKA.DAYNo. 73216/11/20MADChange TitleUTILITY POLEOVERHEAD UTILITY LINEREINFORCING BAR ( FOUND )CONCRETE MONUMENT ( FOUND )REBAR ( TO BE SET )IRON PIPE ( FOUND )CALCULATED POINTOHtax map no.1540-00510Champlain OilCompany,INC.v. 126 p. 13020,943 sqft0.48 acLEGEND19-202THIS PLAT IS BASED ON A FIELD SURVEY WHICH MEETS OR EXCEEDS THEMINIMUM STANDARDS AS SET FORTH BY THE VERMONT BOARD OF LANDSURVEYORS. FIELD EVIDENCE, PERTINENT RECORD INFORMATION, ANDPAROLE EVIDENCE WAS USED IN THE CALCULATION AND DETERMINATIONOF THE BOUNDARIES SHOWN ON THIS PLAT. ANY INCONSISTENCIES ARESHOWN HEREON TO THE BEST OF MY KNOWLEDGE. THIS PLAT MEETS THEREQUIREMENTS OF 27 VSA 1403.MARK A. DAY, L.S. #732_____________________________________________Champlain Oil Company, Inc. &Bacon Street Properties, LLC510 Shelburne Road - South Burlington, VermontSubdivision PlatHABEXISTING BOUNDARY LINE19-20219-202HAB1" = 20'09/13/19NOTES:1.THIS PLAT IS BASED ON DEEDS RESEARCHED IN THE CITY OF SOUTH BURLINGTON LAND RECORDS ANDFEATURES LOCATED IN THE FIELD WITH A TOTAL STATION ON 09/12/19.2.BEARINGS ARE BASED ON VERMONT STATE PLANE GRID NORTH ESTABLISHED WITH RTK OBSERVATIONSFROM VERMONT CORS STATION VTVRS.3.THESE PARCELS WERE CONVEYED TO CHAMPLAIN OIL COMPANY, INC. IN VOLUME 126 PAGE 130 ANDBACON STREET PROPERTIES, LLC IN VOLUME 609 PAGE 786.4.REBARS SET ARE NO. 5 REINFORCING BARS WITH ALUMINUM CAPS STAMPED "TCE LAND SURVEYING, LLS732".5.DISTANCES ARE SHOWN TO THE HUNDREDTH OF A FOOT AND BEARINGS ARE SHOWN TO THE SECOND FORMATHEMATICAL CLOSURE PURPOSES ONLY.6.AN ATTEMPT HAS BEEN MADE TO IDENTIFY OR DELINEATE EASEMENTS, RIGHTS OF WAY, LEASE LANDS,ENCROACHMENTS, ETC. OBSERVED IN THE FIELD OR READILY FOUND IN THE LAND RECORDS. ADDITIONALENCUMBRANCES MAY EXIST WHICH ARE NOT SHOWN ON THIS PLAT.7.UNDERGROUND UTILITY LINES SHOWN ARE BASED ON ABOVE GROUND STRUCTURES AND PLANS OFRECORD. ACTUAL LOCATION OF UNDERGROUND LINES MAY VARY.8.THE RIGHT OF WAY LIMITS OF U.S. ROUTE 7 ARE BASED ON SURVEYS OF RECORD. BACON STREET WASDEEDED TO THE CITY ON SOUTH BURLINGTON IN VOLUME 543 PAGE 348 AND IS DEPICTED AS SHOWN ONPLAT REFERENCE 3.tax map no.0090-00017Bacon StreetProperties, LLCv. 609 p. 7868,757 sqft0.20 actax map no. 1540-00520Germania PropertyGroup, LLCv. 975 p. 135map slide 548, 555, 589tax map no. 0090-00025John Larkin, INCv. 1375 p. 324map slides 548, 555,589, 600tax map no. 0090-00014Deimer Properties, INC.v. 479 p. 704map slide 67PLAT REFERENCES:1."PLAN OF LAND & EASEMENTS 518 SHELBURNE STREET SOUTH BURLINGTON, VERMONT, THOMAS A. FARRELL" DATED OCTOBER 24, 1959AND RECORDED ON MAP SLIDE 36 IN THE CITY OF SOUTH BURLINGTON LAND RECORDS.2."COUNTRY CLUB ESTATES, INC. S. BURLINGTON, VERMONT, SUBDIVISION OF SECTION I " REVISED AUGUST 15, 1926 BY ELIZBETH BOOTESCLARK, LANDSCAPE ARCHITECT AND RECORDED ON MAP SLIDE 67 IN THE CITY OF SOUTH BURLINGTON LAND RECORDS.3."REVISED FINAL PLAT O'DELL PARKWAY PUD, FARRELL STREET SOUTH BURLINGTON, VERMONT" DATED JUNE 20, 2005 LAST REVISED 1-25-11BY CIVIL ENGINEER ASSOCIATES INC., AND RECORDED ON MAP SLIDES #589, 555, 548 IN THE CITY OF SOUTH BURLINGTON LANDRECORDS.BACON STREETU.S. ROUTE 7 & SHELBURNE ROAD CATCH BASINBOLLARDFIRE HYDRANTUTILITY POLEVALVEMONITOR WELL5/8"DOWN0.5'5/8" DOWN 0.1'ALUMINUM CAP"LS 60812"5/8" DOWN 0.3'DISTURED ANDBENT4"X4"X0.6'DISTURBED5/8" FLUSH5/8" FLUSH1 1/2" DOWN 1.5'RAIL ROAD SPIKEFOUND FLUSH INPAVEMENT5/8" FLUSHALUMINUMCAP "LS 597"5/8" FLUSHIN PAVEMNETGRAVELGRAVELPARKINGAREACONCRETEPADEXPOSEDFOUNDATIONMANHOLESIDEWALK SEWER LINESWATER LINEWSOUTH BURLINGTON CITY CLERK'S OFFICERECEIVED FOR RECORD______________________________________A.D. 202_________at _____________ O'clock ____________ minutes ________ mand recorded in Slide__________________________________Attest: _____________________________________ City ClerkTELEPHONEMANHOLE50'50' WIDE ACCESSEASEMENT TOFARRELL STREET PERv. 649 p.566 & 568EDGE OFGRAVELGRAVELPAVEMENTPAVEMENTFARRELLSTREETCITY LINE OF BURLINGTONCITY LINE OF SOUTH BURLINGTON APPROXIMATE CITYLIMITS PER PLANS &PLATS OF RECORDAPPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTHBURLINGTON, VT. ON THE ______ DAY OF ________________________ 202___, SUBJECT TO THEREQUIREMENTS AND CONDITIONS OF SAID RESOLUTION.SIGNED THIS ______ DAY OF ________________________ 202___,BY __________________________________________ CHAIRMAN OR CLERKBOUNDARY LINE TO BE REMOVEDBOUNDARY LINETO BE REMOVED