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Home My WebLink AboutSD-23-05 - Plans - Non-Record - 0760 Shelburne RoadNichiha Panel(Ash)Nichiha Panel (Bark)Chiseled Limestone (Cream) Black Anodized Mullions ACM Panels Chase Silver SECOND FLOOR223'-4" FIRST FLOOR212'-0" 1 ROOF DECK 233'-0" 234 E-2 E-3 E-4 E-5 E-5E-6 E-6 E-7 E-8 E-1 E-11 E-11 E-10 E-12 E-13 E-13 E-5 1 A502 L-1 L-1 L-1 L-1 L-1 E-4 E-9 E-10 POSSIBLE OPAQUE GLAZING LOCATIONS (SHOWN SHADED) SECOND FLOOR 223'-4" FIRST FLOOR 212'-0" A ROOF DECK233'-0" D E-4 E-7 E-8 E-1 E-11 E-11 E-12E-13 E-10 1 A501 1 A301 E-9 RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 1/4" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - SMALL BUILDING - 03-03-23_allen@rabideau-architects.com.rvtA202EXTERIOR ELEVATIONSMIXED-USE BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES10/27/22 EXTERIOR MATERIAL LEGEND E-1 SIDING TYPE ONE - METAL PANEL SIDING. 'ATAS' STERRACORE WALL PANEL, ORIENTATION AS SHOWN. COLOR: CHARCOAL GREY. BID ALTERNATE: 'HARDIE' PANEL SIDING. COLOR: IRON GRAY E-2 SIDING TYPE TWO - METAL PANEL SIDING. 'METALSPAN' DESIGNER SERIES 16" FLUTED, VERTICAL ORIENTATION. COLOR: TERRACOTTA E-3 SIDING TYPE THREE - METAL PANEL SIDING. 'ATAS' STERRACORE WALL PANEL, ORIENTATION AS SHOWN. COLOR: DOVE GREY. BID ALTERNATE: 'HARDIE' PANEL SIDING. COLOR: PEARL GRAY E-4 SIDING TYPE FOUR- COURSED GRANITE. COLOR AS SELECTED. E-5 ENTRY DOOR - SEE DOOR SCHEDULE FOR SIZE AND MATERIAL. DOORS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK E-6 STOREFRONT -PROVIDE SYSTEM AND COMPONENTS WITH THERMALLY BROKEN FRAME AND INSULATED GLASS. STOREFRONT MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK. ( SEE WINDOW SCHEDULE ) E-7 WINDOWS - FIBERGLASS OR COMPOSITE. WINDOWS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK. ( SEE WINDOW SCHEDULE ) E-8 WINDOW TRIM: 5/4" x 4" 'HARDIE TRIM' FIBER CEMENT BOARDS. COLOR AS SELECTED. E-9 GRANITE SILL COURSE. COLOR AS SELECTED E-10 STEEL TRIM - C CHANNEL IN SIZES INDICATED. COLOR: BLACK E-11 ENTRY CANOPY - STEEL AND GLASS ENTRY CANOPY E-12 TRIM - 5/4" 'HARDIE TRIM' FIBER CEMENT BOARDS IN SIZES INDICATED. (SEE SECTIONS) COLOR AS SELECTED E-13 PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK L-1 EXTERIOR WALL MOUNTED LIGHTING FIXTURE. 'TWILIGHT' BY MODERM FORMS. MODEL NUMBER WS-W5516-BK. BLACK FINISH. 1/4" = 1'-0"1 EAST ELEVATION 1/4" = 1'-0"2 NORTH ELEVATION REVISIONSNo.DescriptionDateD PRELIMINARY / FINAL PLAT SUBMISSION01/20/20231 COORDINATION SET01/25/2023E PRELIMINARY / FINAL PLAT SUBMISSION - SIGNS REMOVED02/07/20232 SIDING AND FLOOR TYPE REVISIONS02/20/2023F REVISED PER STAFF COMMENTS03/06/2023 SECOND FLOOR223'-4"FIRST FLOOR212'-0"1PER STRUCTURAL DRAWINGSTOP OF FOOTINGROOF DECK233'-0"F-1F-2F-3F-4F-5F-6F-7F-8F-9F-12F-4T-6T-7T-11T-9T-10T-10T-11T-17E-9E-7E-8T-1T-2T-8T-16T-7VARIES11"7' - 0"1' - 8 1/2"2 1/4"5' - 0"2' - 10"4' - 6"1' - 7 3/4"8' - 0 1/4"1' - 8 1/2"9' - 7 1/2"9' - 8"11' - 4"1/4" / 12"6A6212A6213A621F-11T-13F-101 1/2"5/8"7 1/4"1"1' - 3"4' - 1 1/4"3 1/2"5' - 0"3 1/2"4' - 10 1/2"3 1/2"7' - 0"1/2"4"1' - 4"E-4T-10T-1825' - 8 1/8"T-1T-2T-3T-5T-7T-8T-10T-11E-1E-8T-9T-10E-8T-7T-10E-7E-1E-10E-12T-2T-3R-4T-1R-1R-2R-8R-3R-5R-6R-7R-9E-131/4" / 12"R-81A7102A710•PROVIDE MASONRY CAVITY WALL OVER 1" MIN. AIR SPACE W/ STRUCTURAL BACK-UP. FACE SHALL BE AS SELECTED BYARCHITECT. COURSING INDICATED ON THE ELEVATIONS, SECTIONS, AND DETAILS. WHERE INFORMATION IS UNCLEAR, CONSULTARCHITECT FOR CLARIFICATION.•FINISH SEALANT JOINTS SHALL MATCH PROFILE AND COLOR OF TYPICAL MORTAR JOINTS.•PROVIDE 40 MIL. COMPOSITE SELF-ADHERED FLASHING, I.E., 'CCW-705-TWF' BY CARLISLE, OR APPROVED EQUAL, AT ALLWINDOW AND DOOR HEADS, SHELF ANGLES, BASE OF MASONRY WALL AND ELSEWHERE AS INDICATED OR AS OTHERWISEREQUIRED.LEGEND:GENERAL NOTES:ROOF:TYPICAL FLOOR:FOUNDATION:EXTERIOT MATERIALS:RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 3/4" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - SMALL BUILDING - 03-03-23_allen@rabideau-architects.com.rvtA501WALL SECTION 'A'MIXED-USE BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES10/27/22REVISIONSNo.DescriptionDateD PRELIMINARY / FINAL PLAT SUBMISSION01/20/20231 COORDINATION SET01/25/2023E PRELIMINARY / FINAL PLAT SUBMISSION - SIGNS REMOVED02/07/20232 SIDING AND FLOOR TYPE REVISIONS02/20/2023F REVISED PER STAFF COMMENTS03/06/20233/4" = 1'-0"1WALL SECTION 'A'E-1 SIDING TYPE ONE - METAL PANEL SIDING. 'ATAS' STERRACORE WALL PANEL, ORIENTATION AS SHOWN. COLOR:CHARCOAL GREY. BID ALTERNATE: 'HARDIE' PANEL SIDING. COLOR: IRON GRAYE-4 SIDING TYPE FOUR- COURSED GRANITE. COLOR AS SELECTED.E-7 WINDOWS - FIBERGLASS OR COMPOSITE. WINDOWS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPEREQUIREMENTS ON SHEET A010. COLOR: BLACK. ( SEE WINDOW SCHEDULE )E-8 WINDOW TRIM: 5/4" x 4" 'HARDIE TRIM' FIBER CEMENT BOARDS. COLOR AS SELECTED.E-9 GRANITE SILL COURSE. COLOR AS SELECTEDE-10 STEEL TRIM - C CHANNEL IN SIZES INDICATED. COLOR: BLACKE-12 TRIM - 5/4" 'HARDIE TRIM' FIBER CEMENT BOARDS IN SIZES INDICATED. (SEE SECTIONS) COLOR AS SELECTEDE-13 PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BECONCEALED. COLOR: BLACKF-1 CONCRETE FOOTING PER STRUCTURAL DRAWINGS.F-2 PROVIDE CONTINUOUS PERFORATED FOOTING DRAIN IF REQUIRED BY STRUCTURAL AND/OR CIVIL DRAWINGS.F-3 POURED IN PLACE CONCRETE FOUNDATION PER STRUCTURAL DRAWINGS.F-4 GRANULAR BASE COURSE PER STRUCTURAL DRAWINGS.F-5 PROVIDE VAPOR BARRIER PER STRUCTURAL DRAWINGS,F-6 POURED IN PLACE CONCRETE FLOOR SLAB PER STRUCTURAL DRAWINGS.F-7 PROVIDE 2" THICK RIGID INSULATION UNDER ENTIRE CONCRETE FLOOR SLAB. (R-10 MINIMUM)F-8 PROVIDE EXPANSION JOINT PER STRUCTURAL DRAWINGSF-9 PROVIDE MINIMUM R-10 RIGID INSULATION ON FACE OF FOUNDATION WALL EXTENDING TO TOP OF FOOTING.F-10 FILL WALL CAVITY BELOW LOWEST WEEPS WITH MORTAR SLUSH AT ALL LOCATIONS BELOW GRADE AND WHEREINDICATED.F-11 PROVIDE CMU STARTER COURSE(S) FOR BELOW GRADE AREAS.F-12 PROVIDE STRUCTURAL INSULATION PER STRUCTURAL DRAWINGSR-1 ROOF STRUCTURE PER STRUCTURAL DRAWINGS. (SEE HORIZONTAL ASSEMBLY DETAILS)R-2 ROOF SHEATHING PER STRUCTURAL DRAWINGS,R-3 RIGID POLYISOCYANURATE INSULATION BOARDS APPLIED MECHANICALLY DIRECTLY TO ROOF DECK. TAPERED ASREQUIRED FOR DRAINAGE (MIN. 1/4" PER FOOT). PROVIDE MIN. 6" TH. R-35 INSULATION AT ROOF DRAINS. SEEBUILDING ENVELOPE REQUIREMENTS FOR REQUIRED R VALUE OF ROOF.R-4 SPRAY FOAM INSULATION. FILL CAVITY TO REQUIRED R VALUE THICKNESS.R-5 EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING.R-6 PROVIDE EXTERIOR GRADE FIBERGLASS GYPSYM SHEATHING ON INSIDE OF PARAPET WALLS.R-7 PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE.R-8 60 MIL. TPO MEMBRANE ROOFING SYSTEM. 'RHINOBOND' SYSTEM OR APPROVED EQUAL.R-9 CORNICE FRAMING. (SEE STRUCTURAL)T-1 EXTERIOR WOOD STUD WALL SYSTEM (SEE PARTITION ASSEMBLIES FOR DETAILS)T-2PROVIDE 2-1/2" THICK INSULATED R-12 ZIP SYSTEM. (SEE PARTITION ASSEMBLIES FOR DETAILS)T-3CAVITY INSULATION - MINERAL WOOL. PROVIDE R-21 MINIMUM.T-5FLOOR SYSTEM AND ASSOCIATED FRAMING PER STRUCTURAL DRAWINGS. (SEE HORIZONTAL ASSEMBLY DETAILS)T-6SOUND ATTENUATION BATTS. PROVIDE ADD/ALTERNATE FOR MIN R-30 IN FLOOR CAVITY.T-7 2X WOOD NAILERS AND BLOCKING (CONT.) NOTE: EXTEND 2X BLOCKING @ WINDOW AND DOOR OPENINGS AND TOP OFPARAPETS TO BE FLUSH WITH EXTERIOR OF ZIP SYSTEM SHEATHING. BLOCKING AT MECHANICAL VENTS MAY VARY.COORDINATE WITH VENT REQUIREMENTS.T-8PROVIDE 3/4" WINDOW STOOL AND APRON AT ALL WINDOWS. MATERIAL AND FINISH AS SELECTED BY ARCHITECT.T-9WINDOW/DOOR HEADER AS REQUIRED. FILL HEADER CAVITY WITH INSULATION. (SEE STRUCTURAL)T-10 PROVIDE FLASHING AT ALL DOORS, WINDOWS, LOUVERS, AND MISC. AREAS AS INDICATED.T-11 PROVIDE GYPSUM BOARD RETURNS AT ALL WINDOW/DOOR HEADS AND JAMBS.T-13 MASONRY VENEER ANCHORS.T-16 PROVIDE DRAINAGE PANELS IN CAVITY WALL AIR SPACE.T-17 40 MIL. COMPOSITE FLASHING, PROVIDE WEEP HOLES AT MASONRY WALLS.T-18 LEAD COATED COPPER FLASHING. 22 MIL., 16 OZ. PER SQFT. 24 GAUGE (0.0216" THICK). EXTEND A MIN ON 6"VERTICAL ALONG FACE OF EXTERIOR SHEATHING, WHERE POSSIBLE. ATTACH USING COPPER NAILS AND CAULK ALLSEAMS AND JOINTS. EXTEND FLASHING OVER FULL DEPTH OF MASONRY UNIT. ATTACH TO UNIT WITH CLEARADHESIVE SILICONE. HEM AND TURN DOWN TO FORM DRIP EDGE AT END OF UNIT. RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION E:\revit files\2208 - BOURNES TEXACO - SMALL BUILDING - 03-03-23_allen@rabideau-architects.com.rvtA9013D VIEWSMIXED-USE BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES10/27/22REVISIONSNo.DescriptionDateD PRELIMINARY / FINAL PLAT SUBMISSION01/20/20231 COORDINATION SET01/25/2023E PRELIMINARY / FINAL PLAT SUBMISSION - SIGNS REMOVED02/07/20232 SIDING AND FLOOR TYPE REVISIONS02/20/2023F REVISED PER STAFF COMMENTS03/06/20231 SOUTHWEST PERSPECTIVE 2 NORTHEAST PERSPECTIVE NORTHRabideau Architects 550 Hinesburg Road Suite 101 South Burlington. VT 05403 802 863 0222 Rabideau-Architects.com DRAWING INDEXARCHITECTURAL SYMBOLS 214 A B 12 CL 2 5 12 102.5' A 107 TITLE LINE DWG. NO. SHEET NO. DWG. NAME ELEVATION NO. SHEET NO. SECTION NO. SHEET NO. ELEVATION SECTION MARKER DETAIL MARKER DOOR NUMBER WINDOW TYPE REFERENCE GRID CENTER LINE ROOM NUMBER ELEVATION TAG SPOT ELEVATION PARTITION TYPE ROOF SLOPE INDICATION REVISION NORTH ARROW CHANGE IN ELEVATION1" DN.7/17/2023 11:25:03 AMMULTI-FAMILY BUILDING SOUTH BURLINGTON, VERMONT BOURNE PROPERTIES REVISIONS No.Description Date A PRELIMINARY / FINAL PLAT SUBMISSION 01/20/2023 B REVISED PER STAFF COMMENTS 03/06/2023 C REVISION TO INCLUSIONARY UNIT COUNT 07/17/2023 ARCHITECTURAL SHEET LIST SHEET #SHEET NAME A000 COVERSHEET A101 GARAGE FLOOR PLAN A102 FIRST FLOOR PLAN A103 SECOND FLOOR PLAN A104 THIRD FLOOR PLAN A105 ROOF PLAN A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A501 WALL SECTION 'A' A901 3D VIEW UNIT COUNT BREAKDOWN NAME UNIT TYPE COUNT TWO BEDROOM INCLUSIONARY 6 TWO BEDROOM TYPE 'A'12 TWO BEDROOM TYPE 'B'3 TWO BEDROOM TYPE 'C'6 TOTAL # OF UNITS 27 UNIT BREAKDOWN BY FLOOR NAME UNIT TYPE AREA COUNT FIRST FLOOR TWO BEDROOM INCLUSIONARY 906.58 SF 2 TWO BEDROOM TYPE 'A'996.89 SF 4 TWO BEDROOM TYPE 'B'996.89 SF 1 TWO BEDROOM TYPE 'C'991.67 SF 2 9 SECOND FLOOR TWO BEDROOM INCLUSIONARY 906.58 SF 2 TWO BEDROOM TYPE 'A'996.89 SF 4 TWO BEDROOM TYPE 'B'996.89 SF 1 TWO BEDROOM TYPE 'C'991.67 SF 2 9 THIRD FLOOR TWO BEDROOM INCLUSIONARY 906.58 SF 2 TWO BEDROOM TYPE 'A'996.89 SF 4 TWO BEDROOM TYPE 'B'972.02 SF 1 TWO BEDROOM TYPE 'C'991.67 SF 2 9 TOTAL NUMBER OF GUESTROOMS 27 2 2 C C D D E E 4 8 9 965 B B A A F F 1 1 3 10 107 G G 2' - 0"27' - 10 1/2"103' - 9"27' - 10 1/2"2' - 0" 163' - 6"68' - 6"2' - 6"18' - 4"26' - 3"16' - 11"2' - 6"2' - 0"68' - 6"2' - 6"18' - 4"26' - 3"16' - 11"2' - 6"2' - 0"163' - 6" 2' - 0"29' - 10 1/2"21' - 9 1/4"69' - 0"8' - 8 3/4"30' - 1 1/2"2' - 0" PARKING GARAGE 27 PARKING SPACES ELEVATOR VESTIBULE STORAGE / MECHANICAL STORAGE / MECHANICAL STAIR 'A' ELEVATOR BIKE STORAGE STAIR 'B' 1 A501 NORTH RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 1/8" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - 01-17-23_allen@rabideau-architects.com.rvtA101GARAGE FLOOR PLANMULTI-FAMILY BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES11/14/2022 1/8" = 1'-0"1 GARAGE FLOOR PLAN REVISIONSNo.DescriptionDateA PRELIMINARY / FINAL PLAT SUBMISSION01/20/2023B REVISED PER STAFF COMMENTS03/06/2023C REVISION TO INCLUSIONARY UNIT COUNT07/17/2023 2 2 C C D D E E 4 8 9 965 B B A A F F 1 1 3 10 107 G G 2' - 0"27' - 10 1/2"103' - 9"27' - 10 1/2"2' - 0" 163' - 6"68' - 6"2' - 6"18' - 4"26' - 3"16' - 11"2' - 6"2' - 0"68' - 6"2' - 6"18' - 4"26' - 3"16' - 11"2' - 6"2' - 0"163' - 6" 2' - 0"29' - 10 1/2"21' - 9 1/4"69' - 0"8' - 8 3/4"30' - 1 1/2"2' - 0" 2 BEDROOM UNIT INCLUSIONARY 101 2 BEDROOM UNIT TYPE 'A' 103 2 BEDROOM UNIT TYPE 'A' 107 2 BEDROOM UNIT INCLUSIONARY 109 2 BEDROOM UNIT TYPE 'C' 108 2 BEDROOM UNIT TYPE 'A' 104 2 BEDROOM UNIT TYPE 'A' 106 LOBBY STORAGE / MECHANICAL ELEVATOR STAIR 'A' CORRIDOR ELEC. STAIR 'B' MAILBOXES 1 A501 2 BEDROOM UNIT TYPE 'C' 102 2 BEDROOM UNIT TYPE 'B' 105 NORTH RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 1/8" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - 01-17-23_allen@rabideau-architects.com.rvtA102FIRST FLOOR PLANMULTI-FAMILY BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES11/14/2022 1/8" = 1'-0"1 FIRST FLOOR PLAN REVISIONSNo.DescriptionDateA PRELIMINARY / FINAL PLAT SUBMISSION01/20/2023B REVISED PER STAFF COMMENTS03/06/2023C REVISION TO INCLUSIONARY UNIT COUNT07/17/2023 2 2 C C D D E E 4 8 9 965 B B A A F F 1 1 3 10 107 G G 2' - 0"27' - 10 1/2"103' - 9"27' - 10 1/2"2' - 0" 163' - 6"68' - 6"2' - 6"18' - 4"26' - 3"16' - 11"2' - 6"2' - 0"68' - 6"2' - 6"18' - 4"26' - 3"16' - 11"2' - 6"2' - 0"163' - 6" 2' - 0"29' - 10 1/2"21' - 9 1/4"69' - 0"8' - 8 3/4"30' - 1 1/2"2' - 0" 2 BEDROOM UNIT INCLUSIONARY 201 2 BEDROOM UNIT TYPE 'C' 202 2 BEDROOM UNIT TYPE 'A' 203 2 BEDROOM UNIT TYPE 'A' 207 2 BEDROOM UNIT INCLUSIONARY 209 2 BEDROOM UNIT TYPE 'C' 208 2 BEDROOM UNIT TYPE 'A' 204 2 BEDROOM UNIT TYPE 'A' 206 LOBBY STORAGE / MECHANICAL ELEVATOR STAIR 'A' CORRIDOR ELEC. STAIR 'B' LAUNDRY1 A501 2 BEDROOM UNIT TYPE 'B' 205 NORTH RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 1/8" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - 01-17-23_allen@rabideau-architects.com.rvtA103SECOND FLOOR PLANMULTI-FAMILY BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES11/14/2022 1/8" = 1'-0"1 SECOND FLOOR PLAN REVISIONSNo.DescriptionDateA PRELIMINARY / FINAL PLAT SUBMISSION01/20/2023B REVISED PER STAFF COMMENTS03/06/2023C REVISION TO INCLUSIONARY UNIT COUNT07/17/2023 2 2 C C D D E E 4 8 9 965 B B A A F F 1 1 3 10 107 G G 2' - 0"27' - 10 1/2"103' - 9"27' - 10 1/2"2' - 0" 163' - 6"68' - 6"2' - 6"18' - 4"26' - 3"16' - 11"2' - 6"2' - 0"68' - 6"2' - 6"18' - 4"26' - 3"16' - 11"2' - 6"2' - 0"163' - 6" 2' - 0"29' - 10 1/2"21' - 9 1/4"69' - 0"8' - 8 3/4"30' - 1 1/2"2' - 0" 2 BEDROOM UNIT INCLUSIONARY 301 2 BEDROOM UNIT TYPE 'C' 302 2 BEDROOM UNIT TYPE 'A' 303 2 BEDROOM UNIT TYPE 'A' 307 2 BEDROOM UNIT INCLUSIONARY 309 2 BEDROOM UNIT TYPE 'C' 308 2 BEDROOM UNIT TYPE 'A' 304 2 BEDROOM UNIT TYPE 'A' 306 LOBBY STORAGE / MECHANICAL ELEVATOR STAIR 'A' CORRIDOR ELEC. STAIR 'B' ELEVATOR CONTROL1 A501 2 BEDROOM UNIT TYPE 'B' 305 NORTH RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 1/8" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - 01-17-23_allen@rabideau-architects.com.rvtA104THIRD FLOOR PLANMULTI-FAMILY BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES11/14/2022 1/8" = 1'-0"1 THIRD FLOOR PLAN REVISIONSNo.DescriptionDateA PRELIMINARY / FINAL PLAT SUBMISSION01/20/2023B REVISED PER STAFF COMMENTS03/06/2023C REVISION TO INCLUSIONARY UNIT COUNT07/17/2023 2 2 C C D D E E 4 8 9 965 B B A A F F 1 1 3 10 107 G G 1 A501 SOLAR READY ZONE (SHOWN SHADED). 4,155 SF 41% OF TOTAL ROOF AREA NORTH RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 1/8" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - 01-17-23_allen@rabideau-architects.com.rvtA105ROOF PLANMULTI-FAMILY BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES11/14/2022REVISIONSNo.DescriptionDateA PRELIMINARY / FINAL PLAT SUBMISSION01/20/2023B REVISED PER STAFF COMMENTS03/06/2023C REVISION TO INCLUSIONARY UNIT COUNT07/17/20231/8" = 1'-0"1 ROOF PLAN SECOND FLOOR 227'-0" FIRST FLOOR 217'-0" 2 TOP OF GARAGE FLOOR 207'-0" THIRD FLOOR 237'-0" ROOF DECK 247'-0"10' - 0"10' - 0"10' - 0"10' - 0"4 9651 107 E-1 E-2 E-3 E-4 E-7E-6 E-6 E-8 E-9 E-10 E-11E-12 AVERAGE PRE-CONSTRUCTION GRADE (216.5 ft)36' - 7 1/2"36' - 1 1/2"L-1 L-1 L-2 E-5 E-7 SECOND FLOOR227'-0" FIRST FLOOR217'-0" TOP OF GARAGE FLOOR207'-0" THIRD FLOOR237'-0" ROOF DECK247'-0" C D EBA F G E-1 E-2 E-3 E-4E-6 E-6 E-7 E-9 E-5 E-11 E-12 1 A501 E-10 FACADE LENGTH 64' - 0" GLAZING 4' - 0" GLAZING 4' - 0" GLAZING 11' - 8" GLAZING 11' - 8" GLAZING 4' - 0" GLAZING 4' - 0"5' - 8"5' - 8"8' - 0"FACADE LENGTH GLAZING LENGTH GLAZING PERCENTAGE PRIMARY FACADE GLAZING 64'-0"39'-4"62% TRANSPARENT GLAZING ALL GLAZING LOCATED IN THE MULTIFAMILY BUILDING WILL BE TRANSPARENT RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 1/8" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - 01-17-23_allen@rabideau-architects.com.rvtA201EXTERIOR ELEVATIONSMULTI-FAMILY BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES07/12/2022REVISIONSNo.DescriptionDateA PRELIMINARY / FINAL PLAT SUBMISSION01/20/2023B REVISED PER STAFF COMMENTS03/06/2023C REVISION TO INCLUSIONARY UNIT COUNT07/17/20231/8" = 1'-0"1 WEST ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION EXTERIOR MATERIAL LEGEND E-1 SIDING TYPE ONE - BRICK, COURSING AS INDICATED. 'BELDEN BRICK', COLOR: EBONY BLACK. E-2 SIDING TYPE TWO - METAL PANEL SIDING. 'METALSPAN' DESIGNER SERIES 16" FLUTED, VERTICAL ORIENTATION. COLOR: TERRACOTTA E-3 SIDING TYPE THREE - METAL PANEL SIDING. METALSPAN 'CF ARCHITECTURAL WALL PANEL' , VERTICAL ORIENTATION. COLOR: REGAL GRAY E-4 SIDING TYPE FOUR- HEWN STONE BY CULTURES STONE IN COURSED ASHLAR PATTERN. COLOR AS SELECTED. E-5 SIDING TYPE FIVE - METAL PANEL SIDING. METALSPAN 'CF ARCHITECTURAL WALL PANEL' , VERTICAL ORIENTATION. COLOR: SMOKE GRAY E-6 ENTRY DOOR - SEE DOOR SCHEDULE FOR SIZE AND MATERIAL. DOORS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: AS SELECTED BY ARCHITECT. E-7 STONE TRIM - SILL, STRETCHER, AND TRIM BY CULTURED STONE. COLOR AS SELECTED BY ARCHITECT. E-8 STOREFRONT -PROVIDE SYSTEM AND COMPONENTS WITH THERMALLY BROKEN FRAME AND INSULATED GLASS. STOREFRONT MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK. ( SEE WINDOW SCHEDULE ) E-9 WINDOWS - FIBERGLASS OR COMPOSITE. WINDOWS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: AS SELECTED BY ARCHITECT. ( SEE WINDOW SCHEDULE ) E-10 WINDOW TRIM: BRICKMOLD CASING AROUND WINDOW. COLOR: AS SELECTED BY ARCHITECT. E-11 TRIM - 5/4" 'HARDIE TRIM' FIBER CEMENT BOARDS IN SIZES INDICATED. (SEE SECTIONS) COLOR AS SELECTED E-12 PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK L-1 EXTERIOR WALL MOUNTED LIGHTING FIXTURE. 'TWILIGHT' BY MODERM FORMS. MODEL NUMBER WS-W5516-BK. BLACK FINISH. L-2 EXTERIOR WALL MOUNTED LIGHTING FIXTURE. 'STREETWORKS GAW GALLEON' BY COOPER LIGHTING. BLACK FINISH. SECOND FLOOR227'-0" FIRST FLOOR217'-0" 2 TOP OF GARAGE FLOOR207'-0" THIRD FLOOR237'-0" ROOF DECK247'-0" 89 1310 E-1 E-3 E-2 E-4 E-9 E-11 E-5 E-12 E-7 E-10E-3 E-12E-11 SECOND FLOOR227'-0" FIRST FLOOR217'-0" TOP OF GARAGE FLOOR207'-0" THIRD FLOOR237'-0" ROOF DECK247'-0"10' - 0"10' - 0"10' - 0"10' - 0"CDE B AFG E-1 E-2 E-3 E-4 E-7 E-9 E-5 E-11E-12 1 A501 E-10 RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 1/8" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - 01-17-23_allen@rabideau-architects.com.rvtA202EXTERIOR ELEVATIONSMULTI-FAMILY BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES07/12/2022REVISIONSNo.DescriptionDateA PRELIMINARY / FINAL PLAT SUBMISSION01/20/2023B REVISED PER STAFF COMMENTS03/06/2023C REVISION TO INCLUSIONARY UNIT COUNT07/17/20231/8" = 1'-0"1 EAST ELEVATION 1/8" = 1'-0"2 SOUTH ELEVATION EXTERIOR MATERIAL LEGEND E-1 SIDING TYPE ONE - BRICK, COURSING AS INDICATED. 'BELDEN BRICK', COLOR: EBONY BLACK. E-2 SIDING TYPE TWO - METAL PANEL SIDING. 'METALSPAN' DESIGNER SERIES 16" FLUTED, VERTICAL ORIENTATION. COLOR: TERRACOTTA E-3 SIDING TYPE THREE - METAL PANEL SIDING. METALSPAN 'CF ARCHITECTURAL WALL PANEL' , VERTICAL ORIENTATION. COLOR: REGAL GRAY E-4 SIDING TYPE FOUR- HEWN STONE BY CULTURES STONE IN COURSED ASHLAR PATTERN. COLOR AS SELECTED. E-5 SIDING TYPE FIVE - METAL PANEL SIDING. METALSPAN 'CF ARCHITECTURAL WALL PANEL' , VERTICAL ORIENTATION. COLOR: SMOKE GRAY E-7 STONE TRIM - SILL, STRETCHER, AND TRIM BY CULTURED STONE. COLOR AS SELECTED BY ARCHITECT. E-9 WINDOWS - FIBERGLASS OR COMPOSITE. WINDOWS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: AS SELECTED BY ARCHITECT. ( SEE WINDOW SCHEDULE ) E-10 WINDOW TRIM: BRICKMOLD CASING AROUND WINDOW. COLOR: AS SELECTED BY ARCHITECT. E-11 TRIM - 5/4" 'HARDIE TRIM' FIBER CEMENT BOARDS IN SIZES INDICATED. (SEE SECTIONS) COLOR AS SELECTED E-12 PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK •PROVIDE MASONRY CAVITY WALL OVER 1" MIN. AIR SPACE W/ STRUCTURAL BACK-UP. FACE SHALL BE AS SELECTED BYARCHITECT. COURSING INDICATED ON THE ELEVATIONS, SECTIONS, AND DETAILS. WHERE INFORMATION IS UNCLEAR, CONSULTARCHITECT FOR CLARIFICATION.•FINISH SEALANT JOINTS SHALL MATCH PROFILE AND COLOR OF TYPICAL MORTAR JOINTS.•PROVIDE 40 MIL. COMPOSITE SELF-ADHERED FLASHING, I.E., 'CCW-705-TWF' BY CARLISLE, OR APPROVED EQUAL, AT ALLWINDOW AND DOOR HEADS, SHELF ANGLES, BASE OF MASONRY WALL AND ELSEWHERE AS INDICATED OR AS OTHERWISEREQUIRED.LEGEND:GENERAL NOTES:ROOF:TYPICAL FLOOR:FOUNDATION:EXTERIOT MATERIALS:SECOND FLOOR227'-0"FIRST FLOOR217'-0"TOP OF GARAGE FLOOR207'-0"THIRD FLOOR237'-0"ROOF DECK247'-0"1F-1F-2F-3F-4F-5F-6F-8F-7F-9F-10F-6F-11F-12F-3F-1F-4F-6T-1T-3T-4T-5T-6T-7T-9T-10T-11R-11T-1T-2T-3T-4T-5T-6T-7T-9T-10T-11T-3R-1T-9T-10T-11T-2R-2R-3R-2R-9R-10R-5R-6R-7R-8R-4R-6R-8R-12T-10T-10T-7R-9E-3E-3E-9E-9E-9E-11E-11E-12E-12E-11E-118' - 4"1 1/2"3 1/2"7 3/4"4' - 0"7' - 0"3' - 0"7' - 0"1' - 0"2 1/2"3 1/2"11 1/4"3 1/2"8' - 3 1/4"33' - 0 3/4"2' - 11 1/4"5/8"1' - 6"1 3/4"8' - 3 5/8"1 1/8"1' - 6"1 3/4"8' - 3 1/8"1 1/8"1' - 6"1 3/4"8' - 3 1/8"2' - 6"MINIMUM7' - 6"3 1/8"8' - 0"3 1/8"7' - 0"1' - 0"3 5/8"7' - 0"1' - 0"T-8T-8RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 3/4" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - 01-17-23_allen@rabideau-architects.com.rvtA501WALL SECTION 'A'MULTI-FAMILY BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES07/12/2022REVISIONSNo.DescriptionDateA PRELIMINARY / FINAL PLAT SUBMISSION01/20/2023B REVISED PER STAFF COMMENTS03/06/2023C REVISION TO INCLUSIONARY UNIT COUNT07/17/2023E-3 SIDING TYPE THREE - METAL PANEL SIDING. METALSPAN 'CF ARCHITECTURAL WALL PANEL' , VERTICAL ORIENTATION.COLOR: REGAL GRAYE-9 WINDOWS - FIBERGLASS OR COMPOSITE. WINDOWS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPEREQUIREMENTS ON SHEET A010. COLOR: AS SELECTED BY ARCHITECT. ( SEE WINDOW SCHEDULE )E-11 TRIM - 5/4" 'HARDIE TRIM' FIBER CEMENT BOARDS IN SIZES INDICATED. (SEE SECTIONS) COLOR AS SELECTEDE-12 PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BECONCEALED. COLOR: BLACKF-1 CONCRETE FOOTING PER STRUCTURAL DRAWINGS.F-2 PROVIDE CONTINUOUS PERFORATED FOOTING DRAIN IF REQUIRED BY STRUCTURAL AND/OR CIVIL DRAWINGS.F-3 POURED IN PLACE CONCRETE FOUNDATION PER STRUCTURAL DRAWINGS.F-4 GRANULAR BASE COURSE PER STRUCTURAL DRAWINGS.F-5 PROVIDE VAPOR BARRIER PER STRUCTURAL DRAWINGS,F-6 POURED IN PLACE CONCRETE FLOOR SLAB PER STRUCTURAL DRAWINGS.F-7 PROVIDE 2" THICK RIGID INSULATION THERMAL BREAK. (CONTINUOUS)F-8 PROVIDE EXPANSION JOINT PER STRUCTURAL DRAWINGSF-9 PROVIDE MINIMUM R-38 UNFACED BATT INSULATION OVER ENTIRE GARAGE AREA.F-10 FLOOR STRUCTURE PER STRUCTURAL DRAWINGS.F-11 PROVIDE SPRAY APPLIED DAMPPROOFING AT ALL BELOW GRADE FOUNDATION WALL LOCATIONS. CONTACTARCHITECT IF HIGH WATER TABLE CONDITIONS ARE ENCOUNTERED.F-12 PROVIDE SPRAY APPLIED FIREPROOFING AS REQUIRED. (SEE HORIZONTAL ASSEMBLY DETAILS)R-1 ROOF STRUCTURE PER STRUCTURAL DRAWINGS. (SEE HORIZONTAL ASSEMBLY DETAILS)R-2 ROOF SHEATHING PER STRUCTURAL DRAWINGS,R-3 RIGID POLYISOCYANURATE INSULATION BOARDS APPLIED MECHANICALLY DIRECTLY TO ROOF DECK. TAPERED ASREQUIRED FOR DRAINAGE (MIN. 1/4" PER FOOT). PROVIDE MIN. 6" TH. R-35 INSULATION AT ROOF DRAINS. SEEBUILDING ENVELOPE REQUIREMENTS FOR REQUIRED R VALUE OF ROOF.R-4 CANOPY STRUCTURE PER STRUCTURAL DRAWINGSR-5 SPRAY FOAM INSULATION ( MIN. R-44 ). FILL WALL CAVITY TO THICKNESS OF ADJACENT ROOF INSULATION.R-6 EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING.R-7 PROVIDE EXTERIOR GRADE FIBERGLASS GYPSYM SHEATHING ON INSIDE OF PARAPET WALLS.R-8 60 MIL. MEMBRANE ROOFING SYSTEM.R-9 PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE.R-10 EXTEND ROOF MEMBRANE UP WALL 18" MIN. AND SEAL TO WALL SHEATHING. EXTERIOR WEATHER BARRIER TOOVERLAP ROOF MEMBRANE A MIN. OF 6". TAPE AND SEAL ALL SEAMS.R-11 PROVIDE EXTERIOR GRADE GYPSUM CEILING UNDER ALL ROOF CANOPIES, RECESSED ENTRIES, AND OVERHANGS.R-12 PROVIDE AND INSTALL ROOF TO WALL FLASHING.T-1 EXTERIOR WOOD STUD WALL SYSTEM (SEE PARTITION ASSEMBLIES FOR DETAILS)T-2PROVIDE 2-1/2" THICK INSULATED R-12 ZIP SYSTEM. (SEE PARTITION ASSEMBLIES FOR DETAILS)T-3CAVITY INSULATION - MINERAL WOOL. PROVIDE R-21 MINIMUM.T-4FLOOR SHEATHING (SEE STRUCTURAL)T-5FLOOR SYSTEM PER STRUCTURAL DRAWINGS. (SEE HORIZONTAL ASSEMBLY DETAILS)T-6FILL FLOOR CAVITY WITH SOUND ATTENUATION BATTS. PROVIDE MIN R-30 WHEN UNABLE TO FILL ENTIRE CAVITYT-7 2X WOOD NAILERS AND BLOCKING (CONT.) NOTE: EXTEND 2X BLOCKING @ WINDOW AND DOOR OPENINGS AND TOP OFPARAPETS TO BE FLUSH WITH EXTERIOR OF ZIP SYSTEM SHEATHING. BLOCKING AT MECHANICAL VENTS MAY VARY.COORDINATE WITH VENT REQUIREMENTS.T-8PROVIDE 3/4" WINDOW STOOL AND APRON AT ALL WINDOWS. MATERIAL AND FINISH AS SELECTED BY ARCHITECT.T-9WINDOW/DOOR HEADER AS REQUIRED. FILL HEADER CAVITY WITH INSULATION. (SEE STRUCTURAL)T-10 PROVIDE FLASHING AT ALL DOORS, WINDOWS, LOUVERS, AND MISC. AREAS AS INDICATED.T-11 PROVIDE GYPSUM BOARD RETURNS AT ALL WINDOW/DOOR HEADS AND JAMBS.3/4" = 1'-0"1WALL SECTION 'A' RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION E:\revit files\2208 - BOURNES TEXACO - 01-17-23_allen@rabideau-architects.com.rvtA9013D VIEWMULTI-FAMILY BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES07/12/2022 1 3D VIEW - 1 REVISIONSNo.DescriptionDateA PRELIMINARY / FINAL PLAT SUBMISSION01/20/2023B REVISED PER STAFF COMMENTS03/06/2023C REVISION TO INCLUSIONARY UNIT COUNT07/17/2023 OHP OHP OHP OHP OHPOHPROUTE 7 OVERHEAD LANEASSIGNMENT SIGN BASESSWIFT STREETSHELBURNE ROAD / U.S. ROUTE 7 1 STORYCOMMERCIALBUILDING1 STORYCONVENIENCESTOREGASPUMPCANOPY1 STORYVACANTBUILDINGS58°14'55"W55.80'S85°58'09"E239.14'N03°57'18"E 139.50'S85°22'45"E44.66'N86°35'46"E78.84'S86°15'14"E118.15'N 04°37'15" E7.00'1/2" IRF 0.15' A.G.0.36' S59°05'12"EOF COMPUTED CORNER1" IPF, LS 480.85' S55°00'19"EOF COMPUTED CORNERPAVED DRIVEPAVED DRIVEPAVED DRIVEOHP 49.5' SEE NOTE 4CMFDIST0.5' B.GCMF DIST0.5' A.G 4.06' S03°57' 18" W OFCOMPUTEDPOINTSIDELINE OF 5' WIDE SIDEWALK EASEMENT TO THE CITY OFSOUTH BURLINGTON AS DEFINED IN VOL. 360, PGS 92-3 OFTHE CITY OF SOUTH BURLINGTON LAND RECORDSSIDELINE OF VARIABLE WIDTH SIDEWALK EASEMENT TO THECITY OF SOUTH BURLINGTON AS DEFINED IN VOL. 419, PGS709-10 OF THE CITY OF SOUTH BURLINGTON LAND RECORDSSEE NOTE # 6 SHEDSHED88.27'N 04°26'54" E125.16'N 03°36'48" EIRSIRSIRSIRSIRSIRSIRSS 04°30'09" W 223.43'42.84'55.80'32.47'92.32'N 85°05'43" W 198.01'121.57'52.19'24.24'N 05°22'46" E 253.1 0 ' 137.10' 116.00'0FeetGraphic Scale30609015°±VT Grid Magnetic Gary Bourne & 764 Shelburne Road, LLC.Parcel ID#'s:1700-00031,1540-00760, 1540-0076431 Swift St., 760 Shelburne Rd., & 764 Shelburne Rd.South Burlington, VermontSubdivision of Lands ofMJB & DLH08/03/20221"=30'DLH & DBM22-523N/AS1-0122-523SOUTH BURLINGTON CITY CLERK'S OFFICERECEIVED FOR RECORDAT _____________ O'CLOCK ____________ MINUTES________ M______________________________________A.D. 202_________AND RECORDED IN SLIDE_______________________ATTEST____________________________________ CITY CLERKParcel ID#:1540-00792MOUNTAHA HANDYREVOCABLE TRUSTv. 691 p. 28-32Parcel ID#: 1700-00045TKHS, LLCv. 1059 p. 134Parcel ID#:1540-00730THERESA M. LEE LIVING TRUSTv. 924 p. 137-139Parcel ID#: 1700-00031LOT 3GARY BOURNEv. 326 p. 50-5231 SWIFT STREET16,575 S.F. BEFORE46,359 S.F. AFTERNOTES1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH,INCLUDING THE USE OF THE FOLLOWING PLANS;A. "SURVEY AND PLOT PLAN FOR LEE AND LEE REALTY, SO. BURLINGTON,VT" DATED OCTOBER 30, 1973, BY JAMES G. HARVELL, L.S. AS RECORDEDIN SLIDE 101.5 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS.B."PLAT OF SURVEY, ARTHUR R. GOYETTE, JR & ELIZABETH E. GOYETTEPROPERTY, 0.68 AC., SWIFT STREET, SOUTH BURLINGTON, VT" DATED MAY,1997 BY WARREN A. ROBENSTIEN L.S., AS RECORDED IN SLIDE 309.3 OFTHE CITY OF SOUTH BURLINGTON LAND RECORDS.C."PLAN SHOWING ANNEX TO HANDY PROPERTY FROM KELLY &JENNINGS, SHELBURNE RD., SO. BURL., VT." DATED JAN., 1992, BYWARREN A. ROBENSTIEN, L.S. AS RECORDED IN SLIDE 253 OF THE CITY OFSOUTH BURLINGTON LAND RECORDS.2.BEARINGS ARE BASED ON STATIC GPS OBSERVATIONS TAKEN ON AUGUST23, 2021 NAD 83 (2011)3. THESE PROPERTIES MAY BE SUBJECT TO OTHER EASEMENTS, RIGHTS-OF-WAYAND/OR COVENANTS.4. THE RIGHT OF WAY WIDTH FOR SWIFT ST. OF 49.5' IS BASED UPON PLANS OFRECORD. THE EASTERLY RIGHT OF WAY LIMITS FOR VERMONT ROUTE 7 AREBASED ON SHEET 42 OF 100 OF THE PLANS FOR PROJECT BURLINGTON M5000(1) AS PROVIDED BY STATE OF VERMONT AGENCY OFTRANSPORTATION THROUGH THEIR CONSULTANT CLOUGH HARBOURENGINEERING CONSULTING.5.REBARS SET ARE NO. 5 REINFORCING BARS WITH ALUMINUM CAPSSTAMPED "TCE LAND SURVEYING, LS 656"AND ALL MONUMENTATIONFOUND IS AS NOTED.6.LOT 3 APPEARS TO BE SUBJECT TO AN EASEMENT OF UNDEFINED WIDTH TONEW ENGLAND TELEPHONE AND TELEGRAPH COMPANY AS DESCRIBED INVOL. 397, PG. 256 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS.THE LOCATION IS GENERALLY DESCRIBED AS RUNNING FROM SWIFT STREETBEHIND BOURNE'S TEXACO TO THE PIZZA HUT RESTAURANT.7.LOT 3 APPEARS TO BE BURDENED BY A 10' WIDE PIPELINE EASEMENT,CENTERED ON THE GAS SERVICE FROM SWIFT STREET TO THE BUILDING, TOVERMONT GAS SYSTEMS, INC. AS RECORDED IN VOL. 270, PG. 373 OF THECITY OF SOUTH BURLINGTON LAND RECORDS.8.THERE WAS A 1/2" IRON PIPE FOUND LEANING AGAINST THE 1/2" IRON RODSHOWN AT THE SOUTHEASTERLY CORNER OF LOT 2.9.THE PURPOSE OF THIS PLAN IS TO SHOW THE DISSOLVING OF THE PROPERTYLINES BETWEEN LOTS 1, 2 AND 3.N/FLEGEND:EXISTING PROPERTY LINEABUTTING PROPERTY LINEEXISTING PROPERTY LINE PROPOSED TO BE REMOVEDPROPOSED NEW PROPERTY LINESIDELINE OF EASEMENTCHAIN LINK FENCEOVERHEAD WIRENOW OR FORMERLYIRON PIPE FOUND (IPF)CONCRETE MONUMENT FOUND (CMF)IRON REBAR (TO BE SET)IRON REBAR FOUNDSURVEY POINT - NO MARKER FOUND OR SETIRSIRFThis 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 #:TO THE BEST OF MY KNOWLEDGE, THIS PLAT IS BASED ON INFORMATIONABSTRACTED FROM PERTINENT DEEDS AND/OR OTHER OFFICIAL RECORDS,AND MARKERS EVIDENT ON THE PROPERTY, AND CONFORMS WITH THEREQUIREMENTS OF 27 VSA SECTION 1403. DATEDTHIS __________ DAY OF _______________, 2023_________________________________________DOUGLAS L, HENSON, L.S. 656OHPDLH2-7-23RECONFIGURED LOTS1Parcel ID#: 1540-00760LOT 1GARY BOURNEv. 188 p. 137-138760 SHELBURNE ROAD17,553 S.F. BEFORE8,054 S.F. AFTERParcel ID#: 1540-00764LOT 2764 SHELBURNE ROAD,LLCv. 1035 p. 233-234764 SHELBURNE ROAD26,572 S.F. BEFORE6,287 S.F. AFTERPROJECT LOCATION DDDDDDOH OH OH 21 3 214 2 1 6 217213214212211215216214 2 1 2 213 21 1 216217213215212210214213211212210210212211213215217216214208209218219210211213212216214218217210209209210211212208SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSB10 ' 1-STORY BUILDING 1-STORY BUILDING SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET D D D D D D D D DDD D D D D RIM = 209.0 18" RCP iIN(E) = 202.2 18" RCP iIN(S) =201.3 18" RCP IOUT(W) = 200.6 RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W APPROX. LOCATION PER DIGSAFE MARKINGS EX. 8" WATER MAIN APPROX. LOCATION EX. 6" WATER MAIN (TO BE VERIFIED) CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGN UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 GUPUPUPUPUPUGUG UGUG45'-8"78'-10"SOL. #3 - 75"BUILT-IN TPCONTROLS FINANCIAL INSTITUTION ±3,350 SF S P E ED TA B L E MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 DA 3 BIO DA 1 BIO FDFDFDFDFDFDFD FD FDFDFDFDFDFDFDFDFDFDFDFDRDD DA 7 BIODD MIXED USE ± 3,240 SF 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FFE 212.0 FFE 212.0 DDDDDDDDD D D D D D DDDD DD210209211212211210 209208213214216 21 5213 2 1 1 212209 210 211211 210212213213215 216 215216216.5 21721521621 4 218218217215209206205.521221 3 W W W W WWWWWWWWSSSSSSSSSSSSMH #1 RIM = 215.75 8" iIN = 207.27 6" iIN = 207.5 8" iOUT = 207.17 NEW 8" iIN = 207.0 6" iOUT = 209.0 SMH #2 RIM = 210.95 6" iIN (2) = 207.95 8" iOUT = 207.85 6" iOUT = 209.2 6" iOUT = 208.5 FD FD DD D 8" SDR 35 P V C s =0.004 ft./ft. DMH 2 RIM = 212.0 18" iIN (E) = 201.49 18" iIN (S) = 201.49 18" iOUT (NW) = 201.39 FILTERRA INTERNAL BYPASS BIOSCAPE 4'X6' MEDIA BAY CURB INLET = 214.5' 8" iOUT = 211.3' 4" FOOTING DRAIN ASSUMED INV = 205.0 FILTERRA PEAK DIVERSION 6X10' MEDIA BAY CURB INLET = 210.5' 12" iOUT ~ 207.09' DMH4 RIM = 211.3 12" iIN (E) = 206.0 18" iIN (S) = 201.86 18" iOUT (N) = 201.76 OUTLET STRUCTURE 1 18" OVERFLOW GRATE = 215.75 12" iOUT = 212.0 OUTLET STRUCTURE 2 18" OVERFLOW GRATE = 209.83 12" iOUT = 206.0 FILTERRA INTERNAL BYPASS BIOSCAPE 4X6' MEDIA BAY 6" iIN = 210.5 6" iOUT = 207.8' OUTLET CONTROL STRUCTURE 4 RIM = 211.5 6" iIN (S) = 206.3 18" iOUT (W) = 206.3 FILTERRA INTERNAL BYPASS BIOSCAPE 4'X6' MEDIA BAY PARKING LOT CURB INLET = 208.4' NW CORNER INLET (TOP OF MEDIA) = 207.6' 8" iOUT ~ 205.2' DMH 1 RIM = 210.5 12" iIN (NE) = 205.0 18" iIN (E) = 201.15 18" iOUT (NW) = 201.05 NEW 18" iIN = 201.0 DMH 5 RIM = 211.85 12" iIN (E) = 202.39 6" iIN (FOOTING DRAIN) = 204.0 WITH FLAPPER VALVE AT END 8" iIN (W) = 202.39 18" iOUT (N) = 202.29 OUTLET STRUCTURE 3 18" OVERFLOW GRATE = 206.75 12" iOUT = 202.5 DMH 6 RIM = 209.0 8" iIN (S) = 204.0 8" iOUT (E) = 203.9 EXTENDED DETENTION THREE - 48" HDPE X 80' INVERT = 206.3 FILTERRA INTERNAL BYPASS BIOSCAPE 6'X6' MEDIA BAY CURB INLET = 211.0 8" iOUT = 207.8' CURB INLET = 208.4 CB1 RIM = 212.0 12" iOUT = 210.75 DMH 3 RIM = 214.6 12" iIN (E) = 210.0 8" iIN (S) = 209.17 18" iOUT (W) = 204.17 TRENCH DRAIN AT ENTRANCE TO GARAGE WITH DEEP SUMP AT OUTLET (SEE DETAIL) GRATE = 207.0 6" ROOF DRAIN iOUT = 215.75 4" C900 DR14 1.5" C901 CTS POLY 4" TAPPING VALVE (TYP) 1.5" CURB STOP (TYP)8" C900 DR148" TEE AND GATE VALVE (TYP)216210211209CB2 (DEEP SUMP) WITH CURB INLET 12" iIN = 209.8 12" iOUT = 209.7 POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION UP UP 10' x 12' TRANSFORMER w/SCREEN FENCE IF REQ'D BY GMPUPUP6" ROOF DRAIN 8"X6"X6" TEE, 6" DI STUB, GATE VALVE AND FIRE PROTECTION HYDRANT, REDUCE TO 6" C900 AFTER TEE TO BUILDING 13'6" C900 DR144" C900 DR14 DOMESTIC SERVICE WITH 4" GATE VALVE 6" C900 DR14 FIRE SERVICE PEASTONE DIAPHRAGM (TYP.) 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 E N G I N E E R I N G S U R V E Y No. 8917 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNIN G ENVIRON MENTAL 0 Feet Graphic Scale 20 40 60 15°±VT GridMagnetic PARCEL ID: 1540-00760 SPAN: 600-188-10694 Stormwater Maintenance Plan SM-01 05/15/2023 1" = 20' 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT "I HEREBY CERTIFY THAT, IN THE EXERCISE OF MY REASONABLE PROFESSIONAL JUDGMENT, THE DESIGN RELATED INFORMATION SUBMITTED WITH THIS APPLICATION IS TRUE AND CORRECT AND THE DESIGN INCLUDED IN THIS APPLICATION FOR A PERMIT COMPLIES WITH THE VERMONT WASTEWATER SYSTEM AND POTABLE WATER SUPPLY RULES." (REF. ENVIRONMENTAL PROTECTION RULES CHAPTER 1 §1-306 (b)). LAST REVISED 02/25/2020 1 02/09/2023 JADPlan Revisions 2 02/16/2023 CMJUtilities 3 05/15/2023 CMJStaff Comments Bioretention Basins (DA1, DA3, DA7 Bio): Basins should be inspected annually. Any accumulated sediment should be removed. If plants are found to be dead or dying they should be hand pulled and replaced. Any erosion should be repaired. Basins should not hold standing water under normal or dry conditions. Should standing water be observed more than 48 hours after a rain event, contact engineer. Stormwater Related Structures (catch basins, manholes,outlet structures,trench drain): All structures should be inspected annually. Any accumulated sediment or debris within structures should be removed. Ensure grates are free of debris and that the structure matches design plans. Contech Filterra Bioretention Units: Units should be inspected annually. Any debris or sediment on top of the mulch layer should be removed. If the mulch is clogged, eroded or shows signs of standing water, the mulch shall be removed and replaced. No disturbance of the soil layer beneath the mulch should occur. T.O. PARAPET23'-9"T.O. PARAPET21-7"T.O. PARAPET20'-3"ACM ROOF EDGE12'-6"T.O. SLAB0'-0"T.O. WINDOW OPENING10'-0"NORTH ELEVATION (SWIFT STREET)T.O. WINDOW OPENING17'-11"T.O. PARAPET23'-9"T.O. PARAPET20'-3"ACM ROOF EDGE12'-6"T.O. SLAB0'-0"T.O. WINDOW OPENING10'-0"T.O. WINDOW OPENING16'-9 1/2"T.O. PARAPET21-7"1WEST ELEVATION (SHELBURNE STREET)SCALE: 1/4"=1'-0"2NORTH ELEVATION (SWIFT STREET)SCALE: 1/4"=1'-0"A-3EXTERIOR ELEVATIONSJPMORGAN CHASE BANK 720 Shelburne Road1521451-0005/23/2023PROJECTSEALSCALEPROJECT NO.DATEDRAWINGIN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP INAN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENTPERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURELLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, ANDCOSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF,OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION,OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDEDBY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT.TPG ARCHITECTURE, LLP132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001212.768.0800 | TPGARCHITECTURE.COM31 PENN PLAZADOB PAGENYC DOB NO.CAD FILE NO.DWG NO.SOUTH BURLINGTONBurlington, VT 05403NOT FOR CONSTRUCTIONTOTAL TRANSPARENT GLAZING PERCENTAGE (MINIMUM 75% REQUIRED): 76.8% (1,036.01 SF)TOTAL OPAQUE GLAZING PERCENTAGE: 23.2% (312.99 SF)PRIMARY STREET GLAZING PERCENTAGE (SHELBURNE ROAD)MINIMUM REQUIRED ACROSS WIDTHOF FACADE: 60%ACTUAL PROVIDED: 64%SECONDARY STREET GLAZING PERCENTAGE (SWIFT STREET)MINIMUM REQUIRED ACROSS WIDTHOF FACADE: 40%ACTUAL PROVIDED: 88% T.O. PARAPET23'-9"T.O. PARAPET21-7"ACM ROOF EDGE12'-6"T.O. SLAB0'-0"T.O. WINDOW OPENING10'-0"T.O. PARAPET20'-3"ACM ROOF EDGE12'-6"T.O. SLAB0'-0"T.O. WINDOW OPENING10'-0"T.O. WINDOW OPENING16'-9 1/2"T.O. PARAPET23'-9"T.O. PARAPET21-7"JPMORGAN CHASE BANK 720 Shelburne Road1521451-0005/23/2023PROJECTSEALSCALEPROJECT NO.DATEDRAWINGIN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP INAN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENTPERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURELLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, ANDCOSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF,OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION,OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDEDBY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT.TPG ARCHITECTURE, LLP132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001212.768.0800 | TPGARCHITECTURE.COM31 PENN PLAZADOB PAGENYC DOB NO.CAD FILE NO.DWG NO.SOUTH BURLINGTONBurlington, VT 05403NOT FOR CONSTRUCTIONA-4EXTERIOR ELEVATIONS1EAST ELEVATION (PRIMARY PARKING)SCALE: 1/4"=1'-0"2SOUTH ELEVATION (FUTURE STORE)SCALE: 1/4"=1'-0" 16'-8"3'-3"16'-11"3'-012"13'-612"3'-012"10'-4"2'-0"9'-1112"78'-912"45'-71 2" 9'-111 2"2'-0"26'-11"3'-9"3'-0"16'-8"20'-2"3'-012"13'-612"3'-012"16'-11"3'-9"12'-4"3'-4"2'-7"3'-6"21'-3"EAST ELEVATION (PRIMARY PARKING)NORTH ELEVATION (SWIFT PARKING) SOUTH ELEVATION (FUTURE STORE)WEST ELEVATION (SHELBURNE STREET)LONG TERMBICYCLESTORAGE+/- 3,350 SQ. FT.A-1PROPOSED PLANJPMORGAN CHASE BANK 720 Shelburne Road1521451-0005/23/2023PROJECTSEALSCALEPROJECT NO.DATEDRAWINGIN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP INAN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENTPERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURELLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, ANDCOSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF,OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION,OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDEDBY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT.TPG ARCHITECTURE, LLP132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001212.768.0800 | TPGARCHITECTURE.COM31 PENN PLAZADOB PAGENYC DOB NO.CAD FILE NO.DWG NO.SOUTH BURLINGTONBurlington, VT 05403NOT FOR CONSTRUCTION1PROPOSED PLANSCALE: 1/4"=1'-0" DASHED LINE INDICATES FUTURE PHOTOVOLTAIC PANEL ARRAYAREA. AREA FOR FUTURE PV PANELS SHALL BE CLEAR OF ALLSURFACE-MOUNTED CONDUITS, CONDESATE DRAINS AND OTHERINFRASTRUCTURE. STRUCTURAL LOADING IS 10 PSF AT FLAT ROOFS.1ROOF PLANSCALE: 1/4"=1'-0"A-2ROOF PLANJPMORGAN CHASE BANK 720 Shelburne Road1521451-0005/23/2023PROJECTSEALSCALEPROJECT NO.DATEDRAWINGIN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP INAN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENTPERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURELLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, ANDCOSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF,OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION,OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDEDBY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT.TPG ARCHITECTURE, LLP132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001212.768.0800 | TPGARCHITECTURE.COM31 PENN PLAZADOB PAGENYC DOB NO.CAD FILE NO.DWG NO.SOUTH BURLINGTONBurlington, VT 05403NOT FOR CONSTRUCTION Nichiha Panel (Ash)Nichiha Panel (Bark)Black Anodized Mullions ACM Panels Chase SilverChiseled Limestone (Cream) 760 & 764 SHELBURNE RD. & 31 SWIFT ST. SOUTH BURLINGTON, VT SHELBURNE & SWIFT Engineer & Landscape Architect: TRUDELL CONSULTING ENGINEERS (TCE) 478 BLAIR PARK ROAD WILLISTON, VT 05495 (802) 879-6331 Owner/Applicant: GARY BOURNE 414 WEST GROVE MIDDLEBORO, MA 02346 (508) 735-4970 DRAWING INDEX Architect: RABIDEAU ARCHITECTS 550 HINESBURG ROAD SUITE 101 SOUTH BURLINGTON, VT 05403 PROJECT DESCRIPTION: THE PURPOSE OF THIS PROJECT IS TO REDEVELOP THE FORMER GAS STATION AND RESTAURANT SITE AND CONSTRUCT A MULTI-UNIT RESIDENTIAL BUILDING, COMMERCIAL AND FINANCIAL INSTITUTION SPACES. THE PROJECT WILL UTILIZE MUNICIPAL WATER AND SEWER. " LOCAL PERMITTING" SUBMISSION SET (NOT FOR CONSTRUCTION) 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM TRUDELL CONSULTING ENGINEERS TCE PROJECT NO: 22-523 06/26/2023 ISSUED FOR PERMITTINGLAST REVISED: USE AND INTERPRETATION OF THE DRAWINGS BEFORE USING THESE PLANS ENSURE THAT YOU HAVE THE LATEST REVISION 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. If unsure, please contact TCE. PERMIT DESCRIPTION: FINAL PLAT TAX ID: PARCEL ID: 1540-00760 SPAN: 600-188-10694 PROJECT LOCATION C0-00 Cover C1-00 Legend & Notes C1-01 Existing Conditions Plan C1-02 Demolition & EPSC Plan C2-00 Overall Site Plan C2-01 Layout & Materials C2-02 Grading Plan C3-01 Utility Plan C4-01 Existing Stormwater Plan C4-02 Proposed Stormwater Plan C8-01 Site Details C8-02 Site Details C8-03 Site Details C8-04 Water Details C8-05 Sanitary Details C8-06 Storm Details C8-07 Storm Details C8-08 EPSC Details C8-09 EPSC Handbook Page 1 C8-10 EPSC Handbook Page 2 C8-11 ATM Details C8-12 ATM Details C8-13 ATM Details LA-1.0 Landscape Plan LA-2.0 Landscape Details LA-2.1 Site Details S1-01 Plat LI-01 Lighting Plan No. 8917 CIVILJENNIFER ANN DESA UT E LSSTA TE O F VER M ONT PROF ESSIONAL E N G INEERLICEN S E D C2-03 Phasing Plan 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 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLAN NING ENVIRON MENTAL 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 PAVED DRIVE OR ROAD GRAVEL DRIVE OR ROAD TOPOGRAPHIC CONTOURS OBSERVATION 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 UNLESS INDICATED OTHERWISE. ·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) 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 SB SB 124 W D CD UD RD FD G OH UG SB SB ØØØØØØS S S 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 FM D Legend & Notes C1-00 01/20/2023 -- 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 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. SEWER, DRAINAGE OR TELEPHONE MANHOLE (SMH/DMH/TMH) TELEPHONE OR TELEVISION PEDESTAL (TEL-PED/TV-PED) ADJOINING PROPERTY LINE WELL CONE / WASTEWATER CONE OF INFLUENCE SIGN P- XXMIN./IN. SURVEY CANOPY LIGHT FLOOD OR WALL LIGHT W YARD DRAIN (YD)Y GAS OR ELECTRICAL METER PARCEL ID: 1540-00760 SPAN: 600-188-10694 18" TP- WETLAND BUFFER 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 PROJECT SHALL BE ADA COMPLIANT. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING ON ADA COMPLIANT AREA PRIOR TO CONSTRUCTION. 11.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. 12.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. 13.ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 14.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. 15.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. 16.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. 17.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. 18.ALL WATER LINE TAPS SHALL BE LIVE TAPS; EXISTING WATER LINE MUST REMAIN IN SERVICE DURING CONNECTION, UNLESS INDICATED OTHERWISE. 19.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. 20.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. 21.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.) 22.CONTRACTOR TO SUPPLY DAYLIGHT PIPING FOR FOOTING DRAINS WITHIN CONSTRUCTION LIMITS. THE EXACT LOCATION MAY NOT BE CRITICAL. COORDINATE WITH OWNER AND PROJECT ENGINEER. 23.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. 24.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. 25.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. 26.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. 27.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. 28.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. CONSTRUCTION READY PLAN: ONCE THE PLANS ARE FULLY PERMITTED, CONTACT THE ENGINEER TO PREPARE CONSTRUCTION READY PLANS. UPDATES INCLUDE BUT ARE NOT LIMITED TO MORE SPECIFIC SITE DETAIL, COORDINATION WITH THE OWNER, COORDINATION WITH OTHER DISCIPLINES, COORDINATE WITH UTILITY COMPANIES, FINISHED SPOT GRADES AN OTHER PERTINENT INFORMATION TO ASSIST WITH THE CONSTRUCTION PHASE. RIM = 207.51DDDDDD OHOHOHOHOHOHOHOH OH OH UPUPUPUPUPUPUPUP21 3 214 2 1 6 217213214212211215216214 2 1 2 213 21 1 216217213215212210214213211212210210212211213215217216214208209218219210211213212216214218217210209209210211212208SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSBN/F 764 SHELBURNE RD. LLC, C/O GARY BOURNE N/F GARY BOURNE N/F TKHS LLC N/F LEE THERESA M LIVING TRUST, C/O DUFF AND PHELPS N/F GARY J. BOURNE 10 ' N/F HANDY MOUNTAHA TRUST 1-STORY BUILDING 2300 SQ. FT. GAS CANOPY 1929 SQ. FT. 1-STORY BUILDING 2812 SQ. FT. 1-STORY BUILDING 6157 SQ. FT. 1-STORY BUILDING 1-STORY BUILDING RAMP PAVED DRIVE PAVED DRIVE PAVED DRIVESHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET SHED D D D D D D D D D D D D DD WASTE OIL TANK CONCRETE PAD WITH TANK ACCESS WELLS TRANSFORMER ON CONCRETE PAD D D D D D RIM = 209.0 18" RCP iIN(E) = 202.2 18" RCP iIN(S) =201.3 18" RCP IOUT(W) = 200.6 116'±137'±122'±140'±118'±79'±7'±45'±125'±56'± 76'±99'±239'± RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W APPROX. LOCATION EX. 8" WATER MAIN (TO BE VERIFIED) APPROX. LOCATION EX. 6" WATER MAIN (TO BE VERIFIED) RIM = 215.5 8" iIN (N) = 206.7 (?) 10" iIN (E) =207.0 10" iOUT(W) = 206.9 CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGN GAS METER UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 GAS STATION SIGN ROAD WORK SIGN RIM = 207.5 CLOGGED RIM = 213.1 12" CMP iOUT(W) = 208.6 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 E N G I N E E R I N G S U R V E Y No. 8917 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNIN G ENVIRON MENTAL 0 Feet Graphic Scale 20 40 60 15°±VT GridMagnetic PARCEL ID: 1540-00760 SPAN: 600-188-10694 Existing Conditions Plan C1-01 01/20/2023 1" = 20' 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT EXISTING CONDITIONS NOTES: 1.THE PURPOSE OF THE EXISTING CONDITIONS PLAN IS TO DEPICT READILY APPARENT PERTINENT EXISTING CONDITIONS AS OF 9/20/21 FIELDWORK PERFORMED BY LAMOUREAUX & DICKINSON. 2.BEARINGS SHOWN ARE BASED UPON VERMONT GRID NORTH USING VTVRS CORS STATION. 3.VERTICAL DATUM IS BASED ON NAVD88 (GEIOD 18). A TRIMBLE R10 WAS EMPLOYED FOR THESE OBSERVATIONS. 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) OR CALL 811. 6.PERIMETER BOUNDARIES SHOWN HEREON STRICTLY FROM TAX MAP INFORMATION ONLY, THIS PLAN DOES NOT DEPICT A FORMAL BOUNDARY SURVEY. 7.EXISTING CONDITIONS PLAN IS BASED ON INFORMATION PROVIDED BY LAMOUREAUX & DICKINSON TITLED "S-1 EXISTING CONDITIONS SITE PLAN" DATED 9-10-21. 1 02/09/2023 JADPlan RevisionsPROJECT LOCATION LEGEND EXISTING PROPERTY LINE EASEMENTS TREE LINE CATCH BASIN (CB) VALVE CURB STOP (CS) FIRE HYDRANT (HYD) WATER SUPPLY WELL UTILITY POLE BENCHMARK OVERHEAD UTILITY STORM DRAINAGE PAVED DRIVE OR ROAD GRAVEL DRIVE OR ROAD TOPOGRAPHIC CONTOURS PAVED DRIVE OR ROAD WITH CURB WATER MAINS AND SERVICES LIQUID PROPANE OR NATURAL GAS UNDERGROUND UTILITY MTC OR TRANSFORMER OUTLET OR END SECTION S124 FM W G OH UG D TELEPHONE OR TELEVISION PEDESTAL (TEL-PED/TV-PED) ADJOINING PROPERTY LINE SIGN GAS OR ELECTRICAL METER SEWER FORCEMAIN SEWER MAINS AND SERVICES SEWER, DRAINAGE OR TELEPHONE MANHOLE (SMH/DMH/TMH) CLEANOUT (CO) PLAN INFORMATION: EXISTING 760 SHELBURNE ROAD LOT SIZE: 17,553 SF / 0.4 AC BUILDING COVERAGE: 4,229 SF / 0.1 AC OR 24.1% TOTAL LOT COVERAGE: 14,901 SF / 0.34 AC OR 84.9% FRONT YARD: SHELBURNE RD: 1,113 SF / 0.03 AC OR 90.3% SWIFT ST: ,127 SF/ 0.03 AC OR 88.0% 764 SHELBURNE ROAD LOT SIZE: 26,572 SF / 0.61 AC BUILDING COVERAGE: 2,812 SF / 0.06 AC OR 10.6% TOTAL LOT COVERAGE: 19,914 SF / 0.46 AC OR 74.9% FRONT YARD (SHELBURNE): 431 SF / 0.01 AC OR 43.3% 31 SWIFT STREET LOT SIZE: 16,575 SF / 0.38 AC BUILDING COVERAGE: 6,157 SF / 0.14 AC OR TOTAL LOT COVERAGE: 14,118 SF / 0.32 AC OR 85.2% FRONT YARD (SWIFT): 948 SF / 0.02 AC OR 77.3% SSSSSSSSUP UP UP UP UPUPUPUPUP UP UP UP UPUPUPUPUPUPUPUPUPUPUPUPUPUPUPDDDDDDOHOHOHOHOHOHOHOH OH OH 21 3 214 2 1 6 217213214212211215216214 2 1 2 213 21 1 216217213215212210214213211212210210212211213215217216214208209218219210211213212216214218217210209209210211212208N/F GARY BOURNE N/F TKHS LLC N/F LEE THERESA M LIVING TRUST, C/O DUFF AND PHELPS N/F GARY J. BOURNE N/F HANDY MOUNTAHA TRUST 1-STORY BUILDING 2300 SQ. FT. GAS CANOPY 1929 SQ. FT. 1-STORY BUILDING 2812 SQ. FT. 1-STORY BUILDING 6157 SQ. FT. 1-STORY BUILDING 1-STORY BUILDING RAMP PAVED DRIVE PAVED DRIVE PAVED DRIVESHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET SHED D D D D D D D D D D D D D D D D D D D DD WASTE OIL TANK TRANSFORMER ON CONCRETE PAD D D D D D RIM = 209.0 18" RCP iIN(E) = 202.2 18" RCP iIN(S) =201.3 18" RCP IOUT(W) = 200.6 116'±137'±122'±140'±118'±79'±7'±45'±125'±56'± 76'±99'±239'± RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 1-STORY BUILDING APPROX. LOCATION PER DIGSAFE MARKINGS EX. 8" WATER MAIN APPROX. LOCATION EX. 6" WATER MAIN (TO BE VERIFIED) CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGN GAS METER UTILITY COVER SILT FENCE TO TERMINATE AT EDGE OF CONSTRUCTION ENTRANCES SOIL STOCKPILE (TYP.) LOCATION SHOWN FOR ILLUSTRATIVE PURPOSES AND SUBJECT TO CHANGE DURING CONSTRUCTION EXISTING BUILDING, CURBING, & ASSOCIATED STRUCTURE TO BE REMOVED EXISTING BUILDING, CURBING, & ASSOCIATED STRUCTURE TO BE REMOVED EXISTING BUILDING, CURBING, & ASSOCIATED STRUCTURE TO BE REMOVED EXISTING BUILDING, CURBING, & ASSOCIATED STRUCTURE TO BE REMOVED CHAINLINK CONSTRUCTION FENCE TO BE INSTALLED AROUND PERIMETER OF SITE AT PROPERTY LINE PRIOR TO COMMENCEMENT OF DEMOLITION STABILIZED CONSTRUCTION ENTRANCE 24' WIDE X 30' LONG MINIMUM CONSTRUCTION ENTRANCE (TYP.) SILT FENCE TO BE INSTALLED AROUND PERIMETER OF PROJECT SITE SCESCE SCE CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED ALL OVERHEAD UTILITIES TO BE REMOVED ALL EXISTING UNDERGROUND UTILITIES TO BE REMOVED GAS STATION SIGN ROAD WORK SIGN RIM = 207.5 CLOGGED RIM = 213.1 12" CMP iOUT(W) = 208.6 TO BE REMOVED SILT FENCE TO BE INSTALLED PRIOR TO PAVEMENT DEMOLITION G G G G G G G G G G G G G GGGGGGGUPUPUPUPUPUP UP UGUG UGUG UPUPUPUPUPUPUPUPWWWWW W W W W W N/F 764 SHELBURNE RD. LLC, C/O GARY BOURNE CONCRETE PAD WITH TANK ACCESS WELLS ALL EXISTING TREES AND VEGETATION TO BE REMOVED PROVIDE INLET PROTECTION AROUND ON SITE CATCH BASINS (TYP.)BBBBPROVIDE DIVERSION RIDGE UPSLOPE OF CONSTRUCTION ENTRANCE WHERE SITE IS UPSLOPE OF CONNECTING ROADWAY (SEE DETAIL) PROVIDE DIVERSION RIDGE UPSLOPE OF CONSTRUCTION ENTRANCE WHERE SITE IS UPSLOPE OF CONNECTING ROADWAY (SEE DETAIL) Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP ROF ESSIONAL E N G INEERL ICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. 0 Feet Graphic Scale 20 40 60 15°±VT GridMagnetic PARCEL ID: 1540-00760 SPAN: 600-188-10694 Demolition & EPSC Plan C1-02 01/20/2023 1" = 20' 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 1 02/09/2023 JADPlan Revisions DEMOLITION NOTE: ALL ON SITE EXISTING STRUCTURES, SURFACING, ABOVE GROUND UTILITIES AND BELOW GROUND UTILITIES SHALL BE REMOVED AS SHOWN. NO DEMOLITION SHALL OCCUR WITHOUT PROPER LOCAL/STATE APPROVALS AND IMPLEMENTATION OF EROSION CONTROL MEASURES IN ACCORDANCE WITH APPLICABLE STATE PERMITS AND EROSION CONTROL PLANS. DEMOLITION AND INFRASTRUCTURE REMOVAL SHALL OCCUR IN A RESPONSIBLE MANNER AND IN ACCORDANCE WITH PLANS, SPECIFICATIONS, PERMITS, CONSTRUCTION SITE WASTE REDUCTION PLANS AND OTHER APPLICABLE CODES AND REQUIREMENTS. MOST ITEMS REQUIRED TO BE REMOVED OR ABANDONED ARE LABELED ON THIS SHEET. THE CONTRACTOR SHALL STUDY THESE DESIGN PLANS AND REMOVE OR ABANDON ALL ITEMS NECESSARY TO COMPLETE THE PROJECT, EVEN IF NOT LABELED ON THIS SHEET. IN SOME CASES ABANDONED UTILITIES CAN REMAIN AT THE ENGINEER OR OWNER'S DISCRETION. GAS STATION DEMOLITION NOTE: ALL DEMOLITION AND REMOVAL OF EXISTING FEATURES ASSOCIATED WITH THE PRIOR GAS STATION USE SHALL ADHERE TO VT ENVIRONMENTAL REGULATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ENGINEER REGARDING REQUIRED ENVIRONMENTAL APPROVALS PRIOR TO DEMOLITION. 2 03/28/2023 LETRemove Phasing 3 05/15/2023 CMJStaff Comments DDDDDDOH OH OH 21 3 214 2 1 6 217213214212211215216214 2 1 2 213 21 1 216217213215212210214213211212210210212211213215217216214208209218219210211213212216214218217210209209210211212208SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSB10 ' 1-STORY BUILDING 1-STORY BUILDING SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET D D D D D D D D DDD D D D D 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGN GUPUPUPUPUPUGUGUGUG FINANCIAL INSTITUTION ±3,350 SF 14 7 S P E E D TA B L E ATM LANE 13 MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 GARAGE ENTRANCE D D MIXED USE ± 3,240 SF 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FFE 212.0 FFE 212.0 1,840 SF SITE AMENITY SPACE (SNIPPET PARK) 890 SF SITE AMENITY SPACE (SNIPPET PARK)210209211212211210209208213214216 21 5213 2 1 1 212209 210 211211 210212213213215 216 215216216.5 21721521621 4 21821821721 5209206205.521221 3 DEDICATED PARKING FOR COMMERCIAL USES ONLY DURING BUSINESS HOURS 2162102112091,900 SF SITE AMENITY SPACE 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 E N G I N E E R I N G S U R V E Y No. 8917 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNIN G ENVIRON MENTAL 1 02/09/2023 JADPlan RevisionsPROJECT LOCATION 0 Feet Graphic Scale 20 40 60 15°±VT GridMagnetic PARCEL ID: 1540-00760 SPAN: 600-188-10694 Overall Site Plan C2-00 01/20/2023 1" = 20' 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT ZONING DISTRICT INFORMATION: ZONING DISTRICT:C1 R15 OVERLAY DISTRICT:URBAN DESIGN (UDO)/PRIMARY NODE TRANSIT DISTRICT TRAFFIC DISTRICT / ZONE 1 SETBACKS FRONT YARD:30 FT (COMMERCIAL 1) FRONT YARD:10 FT (PROPOSED PUD) SIDE YARD:10 FT REAR YARD:30 FT - N/A - CORNER LOT LOT COVERAGE:70% MAX. BLDG COVERAGE:40% MAX. LOT SIZE:40,000 SF MIN. HEIGHT REQ'S:2 STORIES MIN. PLAN INFORMATION: EXISTING 760 SHELBURNE ROAD LOT SIZE: 17,553 SF / 0.4 AC BUILDING COVERAGE: 4,229 SF / 0.1 AC OR 24.1% TOTAL LOT COVERAGE: 14,901 SF / 0.34 AC OR 84.9% FRONT YARD: SHELBURNE RD: 1,113 SF / 0.03 AC OR 90.3% SWIFT ST: 1,127 SF/ 0.03 AC OR 88.0% 764 SHELBURNE ROAD LOT SIZE: 26,572 SF / 0.61 AC BUILDING COVERAGE: 2,812 SF / 0.06 AC OR 10.6% TOTAL LOT COVERAGE: 19,914 SF / 0.46 AC OR 74.9% FRONT YARD (SHELBURNE): 431 SF / 0.01 AC OR 43.3% 31 SWIFT STREET LOT SIZE: 16,575 SF / 0.38 AC BUILDING COVERAGE: 6,157 SF / 0.14 AC OR TOTAL LOT COVERAGE: 14,118 SF / 0.32 AC OR 85.2% FRONT YARD (SWIFT): 948 SF / 0.02 AC OR 77.3% LOT INFORMATION: TAX MAP NO. 1540-00760 BOURNE GARY J, V. 188 P 137-8 17,553 SF / 0.42 AC TAX MAP NO. 0700-00031 BOURNE GARY V. 326 P 50-2 16,575 SF / 0.40 AC TAX MAP NO. 1540-00764 764 SHELBURNE RD LLC, C/O GARY BOURNE V. 1035 P 233-4 26,572 SF / 0.61 AC PROPOSED - INDIVIDUAL LOTS 760 SHELBURNE ROAD LOT SIZE: 8,054 SF / 0.18 AC BUILDING COVERAGE: 3,350 SF / 0.08 AC OR 41.6% TOTAL LOT COVERAGE: 5,095 SF / 0.12 AC OR 63.2% 764 SHELBURNE ROAD LOT SIZE: 6,287 SF / 0.14 AC BUILDING COVERAGE: 3,240 SF / 0.07 AC OR 51.5% TOTAL LOT COVERAGE: 4,880 SF / 0.11 AC OR 77.6% FRONT YARD (SHELBURNE): 67 SF / 0.001 AC OR 4% 31 SWIFT STREET LOT SIZE: 46,359 SF / 1.06 AC BUILDING COVERAGE: 10,620 SF / 0.24 AC OR 22.9% TOTAL LOT COVERAGE: 35,625 SF / 0.82 AC OR 76.8% FRONT YARD: SHELBURNE RD: 381 SF / 0.008 AC OR 44% SWIFT ST: 1,311 SF / 0.03 AC OR 37.6% PARKING:35 SURFACE SPACES 27 GARAGE SPACES TOTAL:62 SPACES PROPOSED - OVERALL PUD 760 SHELBURNE ROAD PUD AREA: 60,700 S.F.SF / 1.39 AC BUILDING COVERAGE: ±17,210 SF / 0.40 AC OR 28.4% OVERALL COVERAGE: ±45,600 SF / 1.05 AC OR 75.1% FRONT YARD: SHELBURNE RD: ±903 SF / 0.02 AC OR 40.3% SWIFT ST: ±1,355 SF / 0.03 AC OR 53.1% 2 02/16/2023 CMJUtilities SNOW STORAGE NOTE: SNOW WILL BE STORED ONSITE IN LANDSCAPE BEDS AND GREEN SPACES WHERE FEASIBLE. SNOW THAT CANNOT BE STORED ONSITE WILL BE REMOVED FROM THE SITE. 3 05/15/2023 LETStaff Comments LOT 1: LOT 2: LOT 3: 4 06/26/2023 LETStaff Comments DDDDDDOH OH OH 21 3 214 2 1 6 217213214212211215216214 21 2 213 2 11 216217213215212210214213211212210210212211213215217216214208209218219210211213212216214218217210209209210211212208SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSB10 ' 1-STORY BUILDING 1-STORY BUILDING SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET D D D D D D D D DDD D D D D 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGN UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN GUPUPUPUPUPUGUGUGUGSOL. #3 - 75"BUILT-IN TPCONTROLS FINANCIAL INSTITUTION ±3,350 SF ATM (8) BIKE SPACES ENCLOSED DUMPSTER S P E ED TA B L E PROPOSED 12' WIDE CROSS LOT CONNECTION MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0FDFDFDFD FDFDFD FD FDFDFDFDFDFDFDFDFDFDFDFDRDD D D MIXED USE ± 3,240 SF 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FFE 212.0 FFE 212.0 DROP OFF AREA w/VEHICULAR PAVERS DDDDDDDDD D D D D D DDDD D MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL STORMWATER TREATMENT STRUCTURE (TYP.) CONCRETE STAIRS w/STAINLESS STEEL HANDRAILS (TYP.) MODULAR BLOCK WALL (TYP.) FLUSH CURB (TYP.) WOODEN CURVED BACKLESS BENCH (TYP.) STAMPED CONCRETE PAVEMENT 2' BRICK PAVING CONCRETE STAIRS w/STAINLESS STEEL HANDRAILS (TYP.) FLUSH CURB (TYP.) ADA SPACE w/VEHICULAR PAVERS DETECTABLE WARNING MODULAR BLOCK RETAINING WALL (TYP.) 4' WOOD PRIVACY FENCE RAISED PLANTER w/MODULAR BLOCK WALL STAMPED CONCRETE PAVEMENT WOODEN CURVED BACKLESS BENCH (TYP.) STORMWATER TREATMENT AREA (TYP.) STAMPED CONCRETE PAVEMENT WOODEN CURVED BACKLESS BENCH (TYP.) CONCRETE STAIRS w/STAINLESS STEEL HANDRAILS (TYP.) MODULAR BLOCK RETAINING WALL (TYP.)D210209211212211210209208213214216 21 5213 2 1 1 212209 210 211211 210212213213215 216 215216216.5 21721521621 4 218218217215209206205.521221 3 W W W W WWWWWWWWSSSSSSSSSSSFD FD DD D MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL (2) BIKE SPACES CONCRETE SIDEWALK ±18"-36" MODULAR BLOCK FREESTANDING WALL (TYP.) WOODEN CURVED BACKLESS WALL CAP BENCH (TYP.) EXISTING LIGHT FIXTURE TO REMAIN 216210211209"HEAD ACHE BAR" COORD. w/SHOP DRAWINGS CANOPY LIMITS POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION UP UP UPUPPAVED BIKE PATH SCULPTURE (TYP.) APPROX. LOCATION FOR REFERENCE ONLYFLUSH CURB (TYP.) 10' x 12' TRANSFORMER w/SCREEN FENCE IF REQ'D BY GMP SIGN (2) BIKE SPACES 21 3 214 2 1 6 217SB SB SB SB SB SB SB SB SBSBSBSBSB7 ENCLOSED DUMPSTER PROPOSED 12' WIDE CONNECTION FDFDFDFD FD FDFDFDFDFDGARAGE ENTRANCE D DDDD D MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL CONCRETE STAIRS w/STAINLESS STEEL HANDRAILS (TYP.) 4' WOOD PRIVACY FENCE 21221121020920821821721 5209206205.5212FD FD MODULAR BLOCK RETAINING WALL w/42" HIGH GUARDRAIL (2) BIKE SPACES POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM E N G I N E E R I N G S U R V E Y No. 8917 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNIN G ENVIRON MENTAL 1 15°±VT GridMagnetic PARCEL ID: 1540-00760 SPAN: 600-188-10694 Layout & Materials C2-01 01/20/2023 1" = 20' 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT GARAGE LEVEL ENTRANCE SCALE: 1" = 20' SEE ARCHITECTURAL PLANS FOR UNDERGROUND PARKING LAYOUT LAYOUT AND MATERIALS NOTES 1.THE DIMENSIONS SHOWN ON THE DRAWINGS SHOW DESIGN INTENT AND MUST BE FIELD VERIFIED PRIOR TO PREPARATION OF SHOP DRAWINGS. 2.ALL LINES ARE PARALLEL, PERPENDICULAR, OR 45 DEGREES TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 3.THE DIMENSIONS OF PAVEMENT AS SHOWN ON THE DRAWINGS ARE TO THE CENTER LINE OF EACH TYPE OF JOINT EXCEPT WHERE PAVEMENT MEETS A VERTICAL FACE; AT THIS LOCATION DIMENSIONS ARE TO THE VERTICAL FACE. 4.DIMENSIONS TO SITE OR BUILDING WALLS ARE TO THE OUTSIDE (OR EXPOSED) FACE OF WALL UNLESS OTHERWISE NOTED. 5.EXPANSION JOINT FILLER AND SEALANT SHALL BE PLACED WHERE CONCRETE PAVEMENT MEETS CURBING, WALLS OR OTHER VERTICAL ELEMENTS, INCLUDING LIGHT BASES, HYDRANTS, BUILDINGS AND BUILDING COLUMNS, WALLS, STAIRS AND AT OTHER CONDITIONS AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL REQUEST THE PRESENCE OF THE LANDSCAPE ARCHITECT TO REVIEW THE LAYOUT OF EXPANSION JOINTS PRIOR TO PLACING FINISHED WORK. 6.EXPANSION JOINTS SHALL BE LOCATED 25' - 30' O/C, MAX. 7.WHERE NEW PAVING OR EARTHWORK MEETS EXISTING PAVING OR EARTHWORK, SMOOTHLY BLEND LINE OF EXISTING WITH NEW. 8.RESTORE EXISTING CONDITIONS AS NECESSARY IN ALL AREAS DISTURBED BY THE CONSTRUCTION OF THIS PROJECT, INCLUDING, BUT NOT LIMITED TO, RESETTING SITE IMPROVEMENTS, REPAVING AND SEEDING. 15°±VT GridMagnetic0 Feet Graphic Scale 20 40 60 02/09/2023 JADPlan Revisions 2 02/16/2023 CMJUtilities 3 05/15/2023 LETCity Comments 4 06/26/2023 LETStaff Comments DDDDDDOH OH OH 21 3 214 2 1 6 217213214212211215216214 21 2 213 21 1 216217213215212210214213211212210210212211213215217216214208209218219210211213212216214218217210209209210211212208SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSB10' 1-STORY BUILDING 1-STORY BUILDING SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET D D D D D D D D DDD D D D D RIM = 209.0 18" RCP iIN(E) = 202.2 18" RCP iIN(S) =201.3 18" RCP IOUT(W) = 200.6 RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W APPROX. LOCATION PER DIGSAFE MARKINGS EX. 8" WATER MAIN APPROX. LOCATION EX. 6" WATER MAIN (TO BE VERIFIED) CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGN UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 GUPUPUPUPUPUGUGUG UG45'-8"78'-10"SOL. #3 - 75"BUILT-IN TP CONTROLS FINANCIAL INSTITUTION ±3,350 SF S P E E D TA B L E MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0FDFDFDFD FDFDFD FD FDFDFDFDFDFDFDFDFDFDFDFDRDD D D MIXED USE ± 3,240 SF 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FFE 212.0 FFE 212.0 DDDDDDDDD D D D D D DDDD D +2 1 1 . 5 5 +211.7 5 +2 1 1 . 9 +2 1 2 . 1 21 2 . 0 + +TC211.9 BC211.4 216. 5 + +215. 5 21 7 . 0 + +214. 8 5 TC215.0 BC214.5 +214.8 5 TC213.6 BC213.0 +217.0 TW218.0 BW216.8 TS216.8 TC213.1 BC212.5 TS213.85 BS213.35 BS216.0 TW217.0 LEVEL TW217.0 LEVEL TW217.75 LEVEL BW213.25 TW217.75 LEVEL 214.5 TC211.5 BC211.0 TW217.75 LEVEL 215.5 215.25 +212.5 211.65 211.5 TW214.5 TW214.5 TW214.0 TW213.0 TC212.0 BC211.0 212.0+D210209211212211210209208213214216 2 1 5213 2 1 1 212209 210 211211 210212213213215 216 215216216.5 2172152162 14 21821821721 5209206205.521221 3 W W W W WWWWWWWWSSSSSSSSSSSFD FD DD D 2% MAX. 2% MAX. ±2%±4.2%216TW211.75 LEVEL BW209.5 TW211.75 LEVEL BW209.75 TW211.75 LEVEL BW209.75 TS210.0 BS209.5 TS210.0 BS209.5 TS210.0 BS209.5 +TS212.0 +212.0 +212.0 ±4.2%210211209UP UP UPUPSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP ROF ESSIONAL E N G INEERL ICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. 0 Feet Graphic Scale 20 40 60 15°±VT GridMagnetic PARCEL ID: 1540-00760 SPAN: 600-188-10694 Grading Plan C2-02 01/20/2023 1" = 20' 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 1 02/09/2023 JADPlan Revisions 2 02/16/2023 CMJUtilities 3 05/15/2023 CMJStaff Comments DDDDDDOH OH OH 21 3 214 2 1 6 217213214212211215216214 2 1 2 213 21 1 216217213215212210214213211212210210212211213215217216214208209218219210211213212216214218217210209209210211212208SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSB10 ' 1-STORY BUILDING 1-STORY BUILDING SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET D D D D D D D D DDD D D D D 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGN UTILITY COVER GUPUPUPUPUPUGUGUGUG FINANCIAL INSTITUTION ±3,350 SF S P E E D TA B L E MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 D D MIXED USE ± 3,240 SF 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FFE 212.0 FFE 212.0 210209211212211210209208213214216 21 5213 2 1 1 212209 210 211211 210212213213215 216 215216216.5 21721521621 4 21821821721 5209206205.521221 3 216210211209PHASE IIPHASE I 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 E N G I N E E R I N G S U R V E Y No. 8917 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNIN G ENVIRON MENTAL PROJECT LOCATION 0 Feet Graphic Scale 20 40 60 15°±VT GridMagnetic PARCEL ID: 1540-00760 SPAN: 600-188-10694 Phasing Plan C2-03 5/15/2023 1" = 20' 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PHASING NOTES: CONSTRUCTION SHALL OCCUR IN ACCORDANCE WITH THE FOLLOWING PHASES: 1.PHASE 1: CONSTRUCTION OF TWO BUILDINGS ALONG SHELBURNE ROAD, CURB CUTS, CURBING, SIDEWALKS, SWIFT STREET REC PATH, UTILITIES, PARKING LOT AND DRIVE BASE CONSTRUCTION AND BASE PAVEMENT COARSE, LANDSCAPING AND STORMWATER INSTALLATION IN PHASE 1 AREA 2.PHASE 2: CONSTRUCTION OF MULTIFAMILY RESIDENTIAL BUILDING, CURBING, SIDEWALKS, UTILITIES, AND STORMWATER INSTALLATION IN PHASE 2 AREA 3.PHASE 3: CONSTRUCTION OF TOP PAVEMENT COARSE THROUGHOUT SITE, REMAINING LANDSCAPING, SITE AMENITIES, REMAINING FEATURES, AND FINAL STABILIZATION PHASING LEGEND: PHASE 1 PHASE 2 PHASE 3 NOTE: EROSION CONTROL MEASURES SHALL REMAIN IN PLACE FOR THE PROJECT DURATION UNLESS FINAL STABILIZATION IS INSTALLED BETWEEN PHASES. THE CONTRACTOR SHALL STABILIZE AND PROVIDE SAFETY MEASURES FOR ACTIVE CONSTRUCTION AREAS ADJACENT TO COMPLETED PHASES IN ACCORDANCE WITH OSHA REQUIREMENTS. OPEN SPACE PHASING: PHASE 1: PHASE 1 OPEN SPACE REQUIREMENTS: COMMERCIAL: 6,590 SF x 6% = 396 SF RESIDENTIAL: 3 UNITS x 60 SF/UNIT = 180 SF REQUIRED OPEN SPACE: 576 SF PROVIDED: 890 SF PHASE 2: REMAINING OPEN SPACE 4 06/26/2023 LETStaff Comments DDDDDDOH OH OH 21 3 214 2 1 6 217213214212211215216214 2 1 2 213 21 1 216217213215212210214213211212210210212211213215217216214208209218219210211213212216214218217210209209210211212208SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSB10 ' 1-STORY BUILDING 1-STORY BUILDING SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET D D D D D D D D DDD D D D D RIM = 209.0 18" RCP iIN(E) = 202.2 18" RCP iIN(S) =201.3 18" RCP IOUT(W) = 200.6 RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W APPROX. LOCATION PER DIGSAFE MARKINGS EX. 8" WATER MAIN APPROX. LOCATION EX. 6" WATER MAIN (TO BE VERIFIED) CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGN UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 GUPUPUPUPUPUGUG UGUG45'-8"78'-10"SOL. #3 - 75"BUILT-IN TPCONTROLS FINANCIAL INSTITUTION ±3,350 SF S P E ED TA B L E MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 DA 3 BIO DA 1 BIO FDFDFDFDFDFDFD FD FDFDFDFDFDFDFDFDFDFDFDFDRDD DA 7 BIODD MIXED USE ± 3,240 SF 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FFE 212.0 FFE 212.0 DDDDDDDDD D D D D D DDDD DD210209211212211210 209208213214216 21 5213 2 1 1 212209 210 211211 210212213213215 216 215216216.5 2172152162 1 4 218218217215209206205.521221 3 W W W W WWWWWWWWSSSSSSSSSSSSMH #1 RIM = 215.75 8" iIN = 207.27 6" iIN = 207.5 8" iOUT = 207.17 NEW 8" iIN = 207.0 6" iOUT = 209.0 SMH #2 RIM = 210.95 6" iIN (2) = 207.95 8" iOUT = 207.85 6" iOUT = 209.2 6" iOUT = 208.5 FD FD DD D 8" SDR 35 P V C s =0.004 ft./ft. DMH 2 RIM = 212.0 18" iIN (E) = 201.49 18" iIN (S) = 201.49 18" iOUT (NW) = 201.39 FILTERRA INTERNAL BYPASS BIOSCAPE 4'X6' MEDIA BAY CURB INLET = 214.5' 8" iOUT = 211.3' 4" FOOTING DRAIN ASSUMED INV = 205.0 FILTERRA PEAK DIVERSION 6X10' MEDIA BAY CURB INLET = 210.5' 12" iOUT ~ 207.09' DMH4 RIM = 211.3 12" iIN (E) = 206.0 18" iIN (S) = 201.86 18" iOUT (N) = 201.76 OUTLET STRUCTURE 1 18" OVERFLOW GRATE = 215.75 12" iOUT = 212.0 OUTLET STRUCTURE 2 18" OVERFLOW GRATE = 209.83 12" iOUT = 206.0 FILTERRA INTERNAL BYPASS BIOSCAPE 4X6' MEDIA BAY 6" iIN = 210.5 6" iOUT = 207.8' OUTLET CONTROL STRUCTURE 4 RIM = 211.5 6" iIN (S) = 206.3 18" iOUT (W) = 206.3 FILTERRA INTERNAL BYPASS BIOSCAPE 4'X6' MEDIA BAY PARKING LOT CURB INLET = 208.4' NW CORNER INLET (TOP OF MEDIA) = 207.6' 8" iOUT ~ 205.2' DMH 1 RIM = 210.5 12" iIN (NE) = 205.0 18" iIN (E) = 201.15 18" iOUT (NW) = 201.05 NEW 18" iIN = 201.0 DMH 5 RIM = 211.85 12" iIN (E) = 202.39 6" iIN (FOOTING DRAIN) = 204.0 WITH FLAPPER VALVE AT END 8" iIN (W) = 202.39 18" iOUT (N) = 202.29 OUTLET STRUCTURE 3 18" OVERFLOW GRATE = 206.75 12" iOUT = 202.5 DMH 6 RIM = 209.0 8" iIN (S) = 204.0 8" iOUT (E) = 203.9 EXTENDED DETENTION THREE - 48" HDPE X 80' INVERT = 206.3 FILTERRA INTERNAL BYPASS BIOSCAPE 6'X6' MEDIA BAY CURB INLET = 211.0 8" iOUT = 207.8' CURB INLET = 208.4 CB1 RIM = 212.0 12" iOUT = 210.75 DMH 3 RIM = 214.6 12" iIN (E) = 210.0 8" iIN (S) = 209.17 18" iOUT (W) = 204.17 TRENCH DRAIN AT ENTRANCE TO GARAGE WITH DEEP SUMP AT OUTLET (SEE DETAIL) GRATE = 207.0 6" ROOF DRAIN iOUT = 215.75 4" C900 DR14 1.5" C901 CTS POLY 4" TAPPING VALVE (TYP) 1.5" CURB STOP (TYP) (COPPER BETWEEN MAIN & CURB STOP)8" C900 DR148" TEE AND GATE VALVE (TYP)216210211209CB2 (DEEP SUMP) WITH CURB INLET 12" iIN = 209.8 12" iOUT = 209.7 POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION UP UP UPUP6" ROOF DRAIN 8"X6"X6" TEE, 6" DI STUB, GATE VALVE AND FIRE PROTECTION HYDRANT, REDUCE TO 6" C900 AFTER TEE TO BUILDING 13'6" C900 DR144" C900 DR14 DOMESTIC SERVICE WITH 4" GATE VALVE 6" C900 DR14 FIRE SERVICE PEASTONE DIAPHRAGM (TYP.) 10' x 12' TRANSFORMER w/SCREEN FENCE IF REQ'D BY GMP YARD DRAIN RIM = 214.5 6" iOUT = 207.0 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 E N G I N E E R I N G S U R V E Y No. 8917 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNIN G ENVIRON MENTAL 0 Feet Graphic Scale 20 40 60 15°±VT GridMagnetic PARCEL ID: 1540-00760 SPAN: 600-188-10694 Utility Plan C3-01 01/20/2023 1" = 20' 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT "I HEREBY CERTIFY THAT, IN THE EXERCISE OF MY REASONABLE PROFESSIONAL JUDGMENT, THE DESIGN RELATED INFORMATION SUBMITTED WITH THIS APPLICATION IS TRUE AND CORRECT AND THE DESIGN INCLUDED IN THIS APPLICATION FOR A PERMIT COMPLIES WITH THE VERMONT WASTEWATER SYSTEM AND POTABLE WATER SUPPLY RULES." (REF. ENVIRONMENTAL PROTECTION RULES CHAPTER 1 §1-306 (b)). LAST REVISED 02/25/2020 1 02/09/2023 JADPlan Revisions 2 02/16/2023 CMJUtilities 3 05/15/2023 CMJStaff Comments 4 06/26/2023 LETStaff Comments DDDDDDOHOHOHOHOHOHOHOH OH OH UPUPUPUPUPUPUPUP21 3 214 2 1 6 217213214212211215216214 2 1 2 213 2 1 1 216217213215212210214213211212210210212211213215217216214208209218219210211213212216214218217210209209210211212208SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSBN/F 764 SHELBURNE RD. LLC, C/O GARY BOURNE N/F GARY BOURNE N/F TKHS LLC N/F LEE THERESA M LIVING TRUST, C/O DUFF AND PHELPS N/F GARY J. BOURNE 10 ' N/F HANDY MOUNTAHA TRUST 1-STORY BUILDING 2300 SQ. FT. GAS CANOPY 1929 SQ. FT. 1-STORY BUILDING 2812 SQ. FT. 1-STORY BUILDING 6157 SQ. FT. 1-STORY BUILDING 1-STORY BUILDING RAMP PAVED DRIVE PAVED DRIVE PAVED DRIVESHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET SHED D D D D D D D D D D D D D D D D D D D DD CONCRETE PAD WITH TANK ACCESS WELLS D D D D D RIM = 209.0 18" RCP iIN(E) = 202.2 18" RCP iIN(S) =201.3 18" RCP IOUT(W) = 200.6 116'±137'±122'±140'±118'±79'±7'±45'±125'±56'± 76'±99'±239'± RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 RIM = 207.5 CLOGGED RIM = 213.1 12" CMP iOUT(W) = 208.6 S/N- 0 0 1 S/N-002EXISTING DA #1B 0.809 AC 0.634 AC IMP EXISTING DA #1A 0.064 AC 0.050 AC IMP EXISTING DA #2 0.520 AC 0.445 AC IMP 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 E N G I N E E R I N G S U R V E Y No. 8917 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNIN G ENVIRON MENTAL 1 02/09/2023 CMJPlan Revisions 0 Feet Graphic Scale 20 40 60 15°±VT GridMagnetic PARCEL ID: 1540-00760 SPAN: 600-188-10694 Existing Stormwater Plan C4-01 1/20/2023 1" = 20' 22-523 SCR CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PROJECT INFORMATION: LANDOWNER:GARY J BOURNE 414 WEST GROVE MIDDLEBORO, MA 02346 PROJECT LOCATION:31 SWIFT STREET AND 760 & 764 SHELBURNE ROAD SOUTH BURLINGTON, VT 05403 TOTAL PROPERTY AREA:1.393 AC ± RECEIVING WATER AT S/N-001: SOUTH BURLINGTON MUNICIPAL STORMWATER SYSTEM TO POTASH BROOK RECEIVING WATER AT S/N-002: SOUTH BURLINGTON MUNICIPAL STORMWATER SYSTEM TO POTASH BROOK LEGEND: EXISTING DRAINAGE AREAS EXISTING TIME OF CONCENTRATION SOIL KEY SOIL DESCRIPTION HYDRIC HYDROGROUP ON SITE KfactWS PRIME AG VALUE IIICNB/DBIABELGRADE AND ELDRIDGE SOILS, 0 TO 3 PERCENT SLOPES PRIME DDDDDDOH OH OH 21 3 214 2 1 6 217213214212211215216214 21 2 213 2 11 21621721321521221021421321121221021021221121321521721621420820921821921021121321221621421821721020920921021121220810' 1-STORY BUILDING 1-STORY BUILDING SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET D D D D D D D D DDD D D RIM = 209.0 18" RCP iIN(E) = 202.2 18" RCP iIN(S) =201.3 18" RCP IOUT(W) = 200.6 RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGN UTILITY COVER RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 GUPUPUPUPUPUGUGUGUG FINANCIAL INSTITUTION ±3,350 SF S P E ED TA B L E MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 DA 3 BIO DA 1 BIO FDFDFDFDFDFDFD FD FDFDFDFDFDFDFDFDFDFDFDFDRDD D D MIXED USE ± 3,240 SF 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FFE 212.0 FFE 212.0 DDDDDDDDD D D D D D DDDD DD210209211212211210 209208213214216 21 5213 2 1 1 212209 210 211211 210212213213215 216 215216216.5 21721521621 4 218218217215209206205.521221 3 W W W W WWWWWWWWSSSSSSSSSSSFD FD DD D 216210211209UP UP UPUPS/N-001 S/N-002 PROPOSED DA #1 DA = 0.304 AC 0.248 AC ROOFTOP 0.003 AC NON-ROOFTOP 0.232 AC REDEVELOPED PROPOSED DA #3 DA = 0.255 AC 0.077 AC ROOFTOP 0.105 AC NON-ROOFTOP 0.166 AC REDEVELOPED PROPOSED DA #2 DA = 0.120 AC 0.094 AC NON-ROOFTOP 0.091 AC REDEVELOPED PROPOSED DA #5 DA = 0.131 AC 0.100 AC NON-ROOFTOP 0.070 AC REDEVELOPEDPROPOSED DA #6 DA = 0.074 AC 0.074 AC ROOFTOP 0.027 AC REDEVELOPED PROPOSED DA #7 DA = 0.112 AC 0.052 AC NON-ROOFTOP 0.051 AC REDEVELOPED PROPOSED DA #8 DA = 0.091 AC 0.069 AC NON-ROOFTOP 0.066 AC REDEVELOPED PROPOSED DA #9 DA = 0.079 AC 0.039 AC NON-ROOFTOP 0.030 AC REDEVELOPED PROPOSED DA #4 DA = 0.227 AC 0.184 AC NON-ROOFTOP 0.127 AC REDEVELOPED Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP ROF ESSIONAL E N G INEERL ICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. 1 02/09/2023 CMJPlan Revisions 0 Feet Graphic Scale 20 40 60 15°±VT GridMagnetic PARCEL ID: 1540-00760 SPAN: 600-188-10694 Proposed Stormwater Plan C4-02 1/20/2023 1" = 20' 22-523 SCR CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT NOTES: 1.STORMWATER RUNOFF TO BE DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO STORMWATER TREATMENT AREAS AS DEPICTED ON THIS PLAN AND DETAILS. 2.THIS SITE WILL REQUIRE REGULAR MAINTENANCE OF STORMWATER TREATMENT AREAS AND EROSION CONTROL MEASURES. STORMWATER MAINTENANCE NOTES & RECOMMENDATIONS: 1.THE PURPOSE OF THIS PLAN IS TO PROVIDE THE PERMIT HOLDER WITH GUIDANCE FOR OPERATING AND MAINTAINING THE STORMWATER TREATMENT SYSTEM. THE TREATMENT SYSTEM IS SUBJECT TO NATURAL ELEMENTS AND WILL REQUIRE PERIODIC MAINTENANCE AND REPAIRS. THE COMPONENTS OF THE TREATMENT SYSTEM HAVE BEEN IDENTIFIED ON THIS PLAN AND SPECIFIC MAINTENANCE NOTES FOR EACH COMPONENT HAVE BEEN PROVIDED BELOW. THE TREATMENT SYSTEM COMPONENTS SHOULD BE INSPECTED ANNUALLY IN THE SPRING AS INDICATED IN THE PERMIT CONDITIONS. 2.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 WHICH ROUTINELY ERODE. PURPOSE OF PLAN THE PURPOSE OF THIS PLAN IS TO SHOW THE POST-CONSTRUCTION DRAINAGE AREA AND PROPOSED STORMWATER TREATMENT PRACTICES FOR TREATMENT OF NEW AND EXISTING IMPERVIOUS ASSOCIATED WITH THE CONSTRUCTION OF A NEW MULTI-USE BUILDINGS AND PARKING AREAS. THE PROPOSED STORMWATER TREATMENT WAS DESIGNED TO TREAT IMPERVIOUS IN ACCORDANCE WITH THE 2017 VERMONT STORMWATER MANAGEMENT MANUAL AND 3-9050 GENERAL STORMWATER OPERATIONAL PERMIT. LEGEND: PROPOSED DRAINAGE AREA PROPOSED TIME OF CONCENTRATION PROPOSED REDEVELOPED IMPERVIOUS SOIL DEPTH AND QUALITY NOTE: ALL DISTURBED AREAS NOT COVERED BY IMPERVIOUS SURFACE ARE SUBJECT TO THE SOIL DEPTH AND QUALITY REQUIREMENTS ON C8-06. 2 05/15/2023 CMJStaff Comments 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 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLAN NING ENVIRON MENTAL PARCEL ID: 1540-00760 SPAN: 600-188-10694 Site Details C8-01 1/20/2023 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT SD 010.1.4LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS TYPICAL BITUMINOUS PAVEMENT NOTES: 1.SUBBASE, SAND CUSHION AND SUBGRADE SHOULD BE CONSTRUCTED AND COMPACTED TO THE DIMENSIONS SHOWN IN ACCORDANCE WITH VERMONT AGENCY OF TRANSPORTATION SPECIFICATIONS, STANDARD A-76. WHERE MORE STRINGENT LOCAL ORDINANCES HAVE BEEN ADOPTED RELATIVE TO ROAD DIMENSIONS AND CONSTRUCTION, THEY SHOULD GOVERN. 2.COMPACT ALL SUBBASE MATERIALS TO 95% MAXIMUM DENSITY (STANDARD PROCTOR). 3.IF GROUNDWATER OR SOFT SPOTS ARE ENCOUNTERED CONTACT THE ENGINEER TO DISCUSS ADDED MEASURES SUCH AS UNDERDRAIN. SLOPE SUBBASE TO UNDERDRAIN LOW POINTS. SECTION WEARING COURSE (TYPE III) (VAOT 406) BASE COURSE (TYPE II) (VAOT 406) CRUSHED GRAVEL (VAOT 704.05A FINE) GRAVEL BASE (VAOT 704.04) OR CRUSHED GRAVEL (VAOT 704.05A COARSE) MIRAFI 500X STABILIZATION FABRIC INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 6" SAND BORROW AND CUSHION TO BE USED IN POORLY DRAINED SOILS OR OVER BEDROCK FOR ROADS AND SIDEWALKS (VAOT 703.03) UNDISTURBED SUBGRADE OR COMPACTED FILL A B C D E 1" = 1' DRIVEWAYS E 6 66 66 RESIDENTIAL COMMERCIAL 1 1/2 6 18 2 1/2 4 12 N/A 2 3 18 6 COMMERCIAL 2 PRIVATEROADS THICKNESS (INCHES) PARKING LOTS 1 2 12 6 1-1/2 2-1/2 12 6 RESIDENTIAL D B C A TYPICAL PAVED PARKING AREA BITUMINOUS PAVEMENT 1" FINISH COURSE TYPE IV 1-1/2" BASE COURSE TYPE II 3" TOPSOIL, SEED AND MULCH MIRAFI 500X ROAD STABILIZATION FABRIC 4" CRUSHER RUN GRAVEL 12" BANK RUN GRAVEL 6" SAND CUSHION TOP OF SUBGRADE 12" SHOULDER TRUDELL CONSULTING ENGINEERS LAST REVISED 03/02/2021 SD 010.1.7 1"=1' SD 010.1.8LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS TYPICAL PAVED PARKING AREA RECONSTRUCTION TOP OF SUBGRADE 1-1/2" BASE COURSE TYPE II 6-8" SEE EXISTING GRADE FINISHED GRADE GRIND IN PLACE RECYCLE EXISTING ASPHALT AND GRAVEL, & COMPACT NOTES: 1) SUBMIT SIEVE ANALYSIS / GRAIN SIZE DISTRIBUTION OF RECYCLED BASE TO ENGINEER FOR APPROVAL PRIOR TO PAVING. 2) IN CUT AREAS, VERIFY 12" MINIMUM OF GRAVEL EXISTS BELOW FINISHED GRADE. IF LESS THAN 12" OF GRAVEL CONTRACTOR SHALL CONSULT WITH ENGINEER AND OWNER. 3) RECYCLED GRAVEL BASE SHALL BE COMPACTED TO 95% DENSITY. NOTE 2 VARIES BITUMINOUS PAVEMENT 1" FINISH COURSE TYPE IV SHIM WITH CRUSHED GRAVEL AS NEEDED (VAOT 704.05A) SD 010.1.9LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS BITUMINOUS ASPHALT - VERTICAL BUTT JOINT 30" MIN 1 1/2" OVERLAY PAVEMENT SAW CUTGRAVEL BASE MATCH EXISTING GRADE APPLY TACK COAT PRIOR TO OVERLAY 1 1/2" EXISTINGPROPOSED BITUMINOUS PAVEMENT FINISHED GRADE SD 030.1.1 1/2 " = 1' LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS TYPICAL CONCRETE SIDEWALK SPECIFICATIONS: 1)1/2" EXPANSION/CONTRACTION JOINT WITH ASPHALT IMPREGNATED FIBER BOARD FILLER EVERY 50 FEET. 2)SCORED OR TOOLED JOINT (1" DEPTH OR 1/3 THE TOTAL DEPTH OF WALK) WITH A SEPARATION DISTANCE EQUAL TO THE WIDTH OF THE SIDEWALK. 3)FULL-BREAK OR COMPLETE JOINT EVERY 20 FEET. 4)WHERE "HEAVY DUTY CONCRETE SECTION" IS CALLED OUT ON THE SITE PLAN, THE SIDEWALK IS TO BE 8" THICK. 5)IF WET OR UNSTABLE SOIL CONDITIONS EXIST CONTACT ENGINEER FOR ADDITIONAL MEASURES SUCH AS UNDERDRAIN OR ADDITIONAL SUBBASE. 5" 6"6"VARIES NOTE: DISTANCES ARE TYPICAL AND MAY BE ALTERED FOR SPECIFIC SITE CONDITIONS. CONCRETE WEAR COURSE (4000 PSI) MINIMUM 18" GRAVEL BASE OWNER TO COORDINATE WITH OTHER DISCIPLINES (ARCHITECT/STRUCTURAL ENGINEER) ON SIDEWALK WITHIN 5' OF BUILDING. IN SOME CASES SIDEWALK WILL HAVE FROST WALL OR BE PINNED TO FOUNDATION TO PREVENT FROST ACTION IN FRONT OF DOOR. 18"30" #4 REBAR 30" O.C. BOTH WAYS SD 030.2.1LAST REVISED 03/03/2021TRUDELL CONSULTING ENGINEERS WARNING TEXTURE NOTES: 1.PER MUNICIPAL REQUIREMENTS PROVIDE CAST IRON TRUNCATED DOME PAD. 2.SEE SITE PLAN FOR LOCATION. ASPHALT ASPHALT SURFACES SHALL BE COMPOSED OF OIL BASED BITUMEN. COAL TAR ASPHALT IS NOT ACCEPTABLE, NOR WARRANTED. ASPHALT MUST CURE MINIMUM 20 DAYS PRIOR TO INSTALLATION TO INSURE PROPER BONDING OF ALL SURFACES. THIS ALLOWS TENSILE STRENGTH PROPERTIES OF BOTH MATERIALS TO MORE CLOSELY APPROXIMATE EACH OTHER. ANY ASPHALT AREAS REQUIRING DETECTABLE WARNING INSTALLATIONS SHALL BE COMPACTED WITH VIBRATORY ROLLERS OR APPROVED COMPACTION EQUIPMENT IN ADDITION TO STANDARD LOCAL CONDITIONS TO PROVIDE MAXIMUM COMPACTION OF ASPHALT ALLOWING THE GREATEST ADHESION. SEAL COAT PRODUCT SHALL NOT BE PLACED ON ASPHALT OR COAL TAR SEALERS. IF SURFACE HAS BEEN SEALED, GRIND ENTIRE AREA TO BE INSTALLED TO REMOVE ALL SEALERS. CONCRETE MINIMUM COMPRESSIVE STRENGTH 3000 PSI. CONCRETE MUST CURE FOR 15 DAYS PRIOR TO INSTALLATION TO INSURE PROPER BONDING. ALL CONCRETE COLORING/ADDITIVES SHALL BE INTEGRAL, NOT SURFACE APPLIED. ALL "SURFACE CURING" COMPOUNDS OR SEALERS SHALL BE REMOVED BY METHOD OF GRINDING ON ANY CONCRETE THAT IS LESS THAN 6 MONTHS OLD BEFORE PRODUCTS ARE INSTALLED. SURFACE FINISH SHOULD BE MEDIUM BROOM FINISH FOR MAXIMUM ADHESION. SURFACES ALL SURFACES TO BE CLEAN AND DRY. TRUNCATED DOMES AND ALL RELATED INSTALLED SURFACES TO BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. ALL DETECTABLE WARNING SURFACE INSTALLATIONS SHALL BE AT MINIMUM, AT LEAST AS NON SKID AS THE SURROUNDING PEDESTRIAN SURFACES. MIN. CAST IRON TRUNCATED DOME DETECTABLE WARNING DETAIL G ELEVATION F 0.2" G 1.40".90" F .80".45" E 1.50".65" D MAX. 2.40" PLAN 1.60" E D D E RAMP EDGE OF PAVEMENT NO CURB CAST IRON TRUNCATED DOMES. SEE SITE PLAN FOR LOCATION(S). 24" SIDEWALK SD 030.2.2LAST REVISED 03/11/2021TRUDELL CONSULTING ENGINEERS TYPICAL SIDEWALK LAYOUT 1/4"/FT. 5' 30"5'30"1/2" RADIUS TOOLED JOINT NOTES: 1.SUBMIT SHOP DRAWINGS ON GRID PATTERN FOR REVIEW BY ENGINEER PRIOR TO CONSTRUCTION. 2.JOINT SPACING IS 5 FT. NORMAL SPACING WITH A MAXIMUM OF 8 FT. AND MINIMUM OF 2 FT. LINEAR DIMENSIONS AND NOT INSIDE CORNERS. 3.#4 REINFORCING ON 30 INCH CENTERS BOTH DIRECTIONS IN CENTER OF SIDEWALK. 4.LAP BARS 30 BAR DIAMETERS. 5.EXPANSION JOINTS AT 20 FT. O.C.. 6.SEE SITE PLAN FOR SIZE AND LOCATION. 5" LAP BARS 30 BAR DIAMETERS REINFORCING BARS (TYPICAL)TOOLED JOINT (TYPICAL) EXPANSION JOINT MATERIAL 20' O.C.REINFORCING BARS SD 050.2.1LAST REVISED 03/11/2021TRUDELL CONSULTING ENGINEERS BIKE RACK 36"47"35"#4 REBAR 24" O.C. BOTH WAYS 6"18"6" PORTLAND CEMENT PAD CLASS "A" CONCRETE 2X 0.25" X 12.75" ANCHOR RODS 18" CRUSHED STONE WRAPPED IN 140N GEOTEXTILE FABRIC UNDISTURBED SOIL 6" P2 3/8" O.D. GALVANIZED STEEL SCHEDULE 40 PIPE WITH POWDERCOAT FINISH BLACK NOTE: SEE SITE PLAN FOR SIZE AND LOCATION. FINISHED GRADE SD 050.2.2TRUDELL CONSULTING ENGINEERS BIKE RACK LAYOUT 30" O.C.8'30"24"30"24" 16'-8" CONCRETE PAD BIKE RACK LOOP - INVERTED U NOTES: 1.OVERALL CONCRETE PAD WIDTH WILL VARY BASED ON NUMBER OF LOOPS. 2.1 LOOP = 2 BICYCLE PARKING SPACES. 3.SEE SITE PLAN FOR SIZE AND LOCATION. LAST REVISED 03/03/2021 SD 010.7.1LAST REVISED 03/09/2021TRUDELL CONSULTING ENGINEERS APBA PARKING GUIDELINE PLAN VIEW 72" 24" 48" (36" min) 96" RECOMMENDED TO OBSTRUCTION (36" PREFERRED WHEN ADJACENT TO AUTO PARKING) BIKE RACK 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 E N G I N E E R I N G S U R V E Y No. 8917 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNIN G ENVIRON MENTAL PARCEL ID: 1540-00760 SPAN: 600-188-10694 Site Details C8-02 1/20/2023 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 1 02/09/2023 JADPlan Revisions 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 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLAN NING ENVIRON MENTAL PARCEL ID: 1540-00760 SPAN: 600-188-10694 Site Details C8-03 1/20/2023 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT SD 090.1.2 3/4" = 1'-0" LAST REVISED 03/10/2021TRUDELL CONSULTING ENGINEERS PAVEMENT CUT TRENCH6' MIN. COVER6"D+2' CL SAW CUT EXISTING PAVEMENT KEEP CUT AS NARROW AS PRACTICAL EXISTING BITUMINOUS PAVEMENT 1 1/2" MINIMUM BITUMINOUS TOP COURSE, TYPE III OR IV, 2" MINIMUM BITUMINOUS BASE COURSE, TYPE II, INCREASE AS NEEDED TO MATCH EXISTING, UNLESS INDICATED OTHERWISE CRUSHED GRAVEL GRAVEL BASE SAND CUSHION COMPACT BACKFILL SAME MATERIAL AS REMOVED IN 6" LIFTS TO 95% STANDARD PROCTOR SEE SITE PLAN FOR PIPE SIZE AND MATERIALD MATCH EXISTING ROAD SECTION UNLESS INDICATED OTHERWISE COAT WITH EMULSIFIED ASPHALT, (TYPICAL) NOTES: 1.IF PAVEMENT CUT IS WITHIN 4' OF EDGE, REMOVE TO EDGE AND RE-PAVE. 2.IF NECESSARY THE SHOULDER SHALL BE REPLACED TO EQUAL OR BETTER CONDITION THAN PRE-CONSTRUCTION. 3.ALL EXISTING PAVEMENT MARKINGS SHALL BE RE-PAINTED AS NEEDED. 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 E N G I N E E R I N G S U R V E Y No. 8917 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNIN G ENVIRON MENTAL PARCEL ID: 1540-00760 SPAN: 600-188-10694 Water Details C8-04 1/20/2023 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT W 010.1.2 3/4"=1' LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS TYPICAL WATER SERVICE TRENCH LC SAND BEDDING SEE PLAN FOR PIPE SIZE AND MATERIALS APPROVED BACKFILL TO BE FREE OF DEBRIS, ORGANIC REFUSE, OR FROZEN SOIL. FILL TO BE COMPACTED IN 12" LIFTS. SLOPE OR SHEET THE SIDES OF TRENCHES DEEPER THAN 5 FEET TOPSOIL, SEED, AND MULCH, OVERFILL FOR SETTLEMENT PAVED AREAS INITIAL 12" OF SELECT BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL. COMPACT TO 95% DENSITY STANDARD PROCTOR. WHERE 6' OF COVER CANNOT BE MAINTAINED, COVER WATER MAIN WITH 2" INSULATION BOARD. USE 2" INSULATION BOARD ON SIDES, AS SHOWN, AND AT ALL ROAD CROSSINGS. EXTEND INSULATION 10' BEYOND ROAD IN BOTH DIRECTIONS. NOTES: 1.INSTALL PER MANUFACTURES RECOMMENDATIONS AND GUIDELINES. 2.IF 6' OF COVER CAN NOT BE MAINTAINED REVIEW AND DISCUSS WITH PROJECT ENGINEER. 3.ALL TRENCH EXCAVATIONS SHALL MEET OSHA, STATE & LOCAL REQUIREMENTS & SAFETY REGULATIONS.6"4"6' MIN.SEE PAVEMENTSECTION orMATCH EXISTING2' TRUDELL CONSULTING ENGINEERS CL 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" LIFTS SEED AND MULCH, OVERFILL FOR SETTLEMENT GRADE AT 2:1 SLOPE WHEN DEPTH EXCEEDS 5' 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 300' 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. 10.ALL TRENCH EXCAVATION SHALL MEET OSHA, STATE, & LOCAL REQUIREMENTS & SAFETY REGULATIONS. W 010.1.1 PIPE OD + 24"24"6"D6"12"6' MINIMUMSEE ROADWAYSECTION OR MATCHEXISTINGTYPICAL WATER MAIN TRENCH W 020.1.1LAST REVISED 02/09/2021TRUDELL CONSULTING ENGINEERS TYPICAL GATE VALVE (4" TO 12") WATER "WATER" CAST IN COVER FINISHED GRADE COATED CAST IRON TWO PIECE (SLIP TYPE) VALVE BOX WITH FLANGED TOP & LID. PROVIDE MUD CAP AND GATE BOX ALIGNER. 2" OPERATING NUT TURN COUNTER CLOCKWISE TO OPEN GATE VALVE AWWA C515 COMPLIANT GATE VALVE MODEL KS-RW OR APPROVED EQUIVALENT WITH STAINLESS STEEL BOLTS MEGALUG MECHANICAL JOINT CONNECTION 3/4" CRUSHED STONE BEDDING PAVED AREAS NOTE: IN REMOTE AREAS SUCH AS CROSS COUNTRY WATER LINE ROUTES, PROVIDE A CONCRETE PAD 24"x24"x8" THICK BEDDED ON 12" OF GRAVEL AND FLUSH WITH GRADE. ALSO PROVIDE 4"x4" PRESSURE TREATED POST STICKING 48" ABOVE GRADE TO MARK LOCATION. VALVE ANCHOR, 5 C.F. CLASS D CONCRETE USE # 4 BARS TO ANCHOR VALVE TO CONCRETE WATER MAIN NOTES: 1.INSTALL IN ACCORDANCE WITH MANUFACTURES INSTALLATION GUIDELINES. 2.SUBMIT SHOP DRAWING TO PROJECT ENGINEER PRIOR TO INSTALLATION. 3.COORDINATE WITH TOWN PUBLIC WORK DEPARTMENT AND STANDARDS WHEN APPLICABLE. 4.PROVIDE ONE VALVE KEY TO OWNER.6' MINIMUMW 040.1.1LAST REVISED 02/16/2021TRUDELL 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 (TYP). 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. 4.CONCRETE NOT TO OVERLAP ANY JOINT. 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 WATER/SEWER MAIN SEPARATION DETAIL 18" 18" WATER MAIN ONE STANDARD FULL LENGTH OF WATER MAIN TO BE CENTERED OVER SEWER SEWER COMPACTED CRUSHED STONE BACKFILL IN 6" LIFTS SEWER MAIN 9' ONE STANDARD FULL LENGTH OF DUCTILE IRON SEWER MAIN TO BE CENTERED OVER WATER MAIN PVC SDR 35 SEWER MAIN UNDISTURBED SOIL FLEXIBLE COUPLING INCASED IN CLASS B CONCRETE WATER MAINS CROSSING ABOVE SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN PIPES. WATER MAIN JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE SEWER. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING 2' 6" 6" WATER COMPACTED CRUSHED STONE BACKFILL IN 6" LIFTS CLASS B CONCRETE CRADLE TO EXTEND TWO FEET BEYOND WATER MAIN TRENCH WIDTH EACH SIDE SEWER MAINS CROSSING ABOVE SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN PIPES. SEWER MAIN JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION OR WHERE THE SEWER MUST BE LAID ABOVE THE WATER MAIN, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE AND SHALL BE PRESSURE TESTED PRIOR TO BACKFILLING TO ASSURE WATERTIGHTNESS. LAST REVISED 02/16/2021 W 030.1.2 WATER MAIN ABOVE SEWERS PREFERRED METHOD WATER MAIN BELOW SEWER NOT HE RECOMMENDED METHOD NOTES: 1.PARALLEL INSTALLATION: WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED MANHOLE, SANITARY SEWER OR FORCEMAIN. THIS DISTANCE SHALL BE MEASURED EDGE TO EDGE. IF THIS DISTANCE CANNOT BE OBTAINED, THE WATER MAIN SHALL BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. WHERE SEWERS ARE BEING INSTALLED, AND THE ABOVE SEPARATION CAN NOT BE MET, THE SEWER MATERIALS SHALL BE WATER MAIN PIPE OR EQUAL AND SHALL BE PRESSURE TESTED TO ENSURE WATERTIGHTNESS. 2.CROSSINGS: SEE THE DETAILS TO THE LEFT. 3.SEWER RELATIONS TO WATERMAINS SHALL BE IN ACCORDANCE WITH THE "RECOMMENDED STANDARDS FOR SEWAGE WORKS" SO-CALLED TEN STATE STANDARDS. 4.WATERMAINS TO BE RECONSTRUCTED SHALL BE PUSH-ON OR MJ D.I. CL52 PIPE, AWWA C900 PVC PRESSURE PIPE OR HDPE SDR9 PRESSURE PIPE FOR A DISTANCE OF 10 FEET EACH SIDE OF THE CENTERLINE OF THE SEWER AS APPROVED BY THE ENGINEER. 5.THE PROJECT ENGINEER SHALL OBSERVE ALL CROSSINGS PRIOR TO BACKFILL. 6.ANY DEVIATIONS TO THESE MINIMUM REQUIREMENTS IS SUBJECT TO REVIEW AND APPROVAL REGULATORY AUTHORITIES. 7.PRIOR TO THE CROSSING THE CONTRACTOR SHALL SUPPLY INVERT OF SEWER TO THE PROJECT ENGINEER. TRUDELL CONSULTING ENGINEERS W 030.1.1LAST REVISED 02/16/2021TRUDELL 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 AND WATER TO PROJECT ENGINEER. INVERT COMPACTED CRUSHED STONE BACKFILL IN 6" LIFTS18" MIN.WSR APPENDIX SUBSECTION 8.6.3 W 000.1.1LAST REVISED 02/04/2021TRUDELL CONSULTING ENGINEERS TESTING WATER MAINS AND HYDRANTS *ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT IF APPLICABLE OR PRIVATE OWNER/OPERATOR AND PROJECT ENGINEER (AS DESIGNATED BY OWNER). CONTRACTOR SHALL PRE-TEST SUCCESSFULLY PRIOR TO CONTACTING PROJECT ENGINEER. THE PRE-TEST IS TO ENSURE PASSING RESULTS PRIOR TO OFFICIAL TESTING OBSERVATION. A.AFTER THE PIPE HAS BEEN LAID AND 7 DAYS AFTER THE CONCRETE THRUST BLOCKS AND ANCHORS HAVE BEEN PLACED, THE WATER MAIN SHALL BE HYDROSTATICALLY TESTED ACCORDING TO THE LATEST EDITION OF THE AWWA SPECIFICATION C-600, AND VERMONT PLUMBING RULES. B.CONTRACTOR SHALL SUPPLY ALL NECESSARY APPARATUS TO PERFORM THE HYDROSTATIC TEST. C. TEST PRESSURE SHALL BE 200 POUNDS PER SQUARE INCH OR 1.5 TIMES THE WORKING PRESSURE MEASURED AT OR NEAR THE HIGH POINT IN THE SYSTEM, WHICHEVER IS GREATER. TEST SHALL BE A MINIMUM OF 2 HOURS IN DURATION. TESTING ALLOWANCE SHALL BE DEFINED AS THE VOLUME OF WATER THAT MUST BE SUPPLIED INTO THE NEWLY LAID PIPE OR ANY VALVED SECTION THEREOF TO MAINTAIN PRESSURE WITHIN 5 PSI (34.5 kPa) OF THE SPECIFIED TEST PRESSURE AFTER THE PIPE HAS BEEN FILLED WITH WATER AND THE AIR HAS BEEN EXPELLED. THE TESTING ALLOWANCE SHALL NOT EXCEED THE ALLOWABLE LEAKAGE (L) OR ELSE THE SECTION OF PIPE BEING TESTED WILL BE CONSIDERED FAILED. TESTING ALLOWANCE SHALL NOT BE MEASURED BY A DROP IN PRESSURE IN A TEST SECTION OVER A PERIOD OF TIME. REFER TO PIPE MANUFACTURERS RECOMMENDED TESTING PROCEDURE INCLUDING PIPE STABILIZATION PRIOR TO START OF TEST. D.THE PROJECT ENGINEER AND THE MUNICIPALITY SHALL BE CONTACTED 48 HOURS PRIOR TO TESTING. E.ALL VALVES SHOULD BE VERIFIED AS BEING OPEN OR CLOSED AS APPROPRIATE FOR THE PORTION OF THE WATER MAIN BEING TESTED. F.ALLOWABLE LEAKAGE SHALL BE COMPUTED BY THE FORMULA: L=(S x D x √P)/148,000 WHERE L IS LEAKAGE IN GALLONS PER HOUR, S IS THE LENGTH OF PIPE TESTED IN FEET, D IS THE NOMINAL DIAMETER OF THE PIPE IN INCHES AND P IS THE AVERAGE TEST PRESSURE IN POUNDS PER SQUARE INCH DURING THE TEST. G.REPLACE AND RETEST ANY WORK FOUND TO BE DEFECTIVE AFTER FAILED TEST AT NO EXPENSE TO OWNER AND RETEST UNTIL SYSTEM PASSES A.AFTER TESTING THE WATER MAINS, OPEN THE HYDRANT FULLY AND FILL WITH WATER. TO PREVENT CAPS FROM BEING BLOWN OFF, VENT AIR FROM ONE OF THE CAPS WHILE IT IS BEING FILLED. WHEN ALL THE AIR HAS ESCAPED, TIGHTEN THE CAP. B.ALLOW THE PRESSURE TO BUILD UP TO MAIN LINE PRESSURE AND CHECK FOR LEAKAGE AT FLANGES, NOZZLES AND THE OPERATING STEM. RECORD STATIC PRESSURE IN PSI. C.FLOW HYDRANT AND RECORD FLOW RATE IN GPM AND RESIDUAL PRESSURE IN PSI. SUBMIT RESULTS TO PROJECT ENGINEER. D.CLOSE THE HYDRANT, REMOVE ONE NOZZLE CAP AND PLACE THE PALM OF YOUR HAND OVER THE OPENING. DRAINAGE SHOULD CREATE A NOTICEABLE SUCTION. IF NO SUCTION OR HYDRANT DOESN'T HAVE DRAIN, MANUALLY PUMP WATER OUT OF BARREL. E.AT PROJECT ENGINEER DISCRETION, ASSIST WITH FLOW TESTING. ENGINEER TO RECORD STATIC AND RESIDUAL PRESSURE AS WELL AS FLOW RATE. TESTING WATER MAINS TESTING HYDRANTS (IF APPLICABLE) W 000.2.2LAST REVISED 02/04/2021TRUDELL CONSULTING ENGINEERS DISINFECTION OF WATER SYSTEM *ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT AND PROJECT ENGINEER (AS DESIGNATED BY OWNER). A. PRIOR TO BEING PUT INTO SERVICE, WATER MAINS SHALL BE DISINFECTED ACCORDING TO THE LATEST EDITION OF AWWA SPECIFICATION C-651. THE TABLET METHOD IN AWWA STANDARD 651 IS NOT ACCEPTABLE. B. THE NEW LINE SHALL BE FLUSHED AT A VELOCITY OF NOT LESS THAN 2.5 FEET PER SECOND (OPEN 2-1/2 INCH HYDRANT CONNECTION). FLUSH FOR A PERIOD DETERMINED BY THE PROJECT ENGINEER FOR THE LENGTH OF MAIN TO BE DISINFECTED. C. CHLORINATION SHALL BE ACCOMPLISHED BY INTRODUCING A SODIUM HYPOCHLORITE SOLUTION FOR A RESULTANT CONCENTRATION OF GREATER THAN 25 PARTS PER MILLION OF FREE CHLORINE. D. USING A NOZZLE AT EACH END HYDRANT, CONTROL THE RATE OF FLOW INTO THE NEW MAIN AND PROPORTIONALLY FEED THE SODIUM HYPOCHLORITE SOLUTION INTO THE MAIN. AFTER THE SOLUTION HAS REACHED ALL POINTS IN THE SYSTEM, CLOSE THE VALVE SUPPLYING WATER FROM THE EXISTING MAIN AND THE END HYDRANTS. MAINTAIN THE HEAVILY CHLORINATED WATER IN THE MAIN FOR 24 HOURS DURING WHICH TIME ALL MAIN LINE VALVES SHOULD BE OPERATED. AFTER 24 HOURS THE MINIMUM CHLORINE RESIDUAL MUST BE AT LEAST 10 PARTS PER MILLION. E. FLUSH HEAVILY CHLORINATED WATER FROM THE LINE AND REFILL THE LINE FOR SERVICE (USE CHLORINE DIFFUSER). TAKE AND SUBMIT TWO BACTERIOLOGICAL SAMPLES (TAKEN 24 HOURS APART) OF THE WATER TO THE STATE OF VERMONT OR A STATE APPROVED TESTING LABORATORY. IF THE RESULTS ARE UNSATISFACTORY, THE DISINFECTION PROCEDURE WILL BE REPEATED UNTIL SATISFACTORY RESULTS ARE OBTAINED. F. FINISHED WATER STORAGE STRUCTURES SHALL BE DISINFECTED IF APPLICABLE, IN ACCORDANCE WITH CURRENT AWWA STANDARD C652. TWO OR MORE SUCCESSIVE SETS OF SAMPLES, TAKEN AT 24 HOUR INTERVALS, SHALL INDICATE MICROBIOLOGICALLY SATISFACTORY WATER BEFORE THE FACILITY IS PLACES INTO OPERATION. G. DISPOSAL OF HEAVILY CHLORINATED WATER FROM THE DISINFECTION PROCESS SHALL BE DE-CHLORINATED OR OTHERWISE HANDLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VERMONT AGENCY OF NATURAL RESOURCES. H. THE DISINFECTION PROCEDURE (AWWA CHLORINATION METHOD 3, SECTION 4.3 C652) WHICH ALLOWS USE OF THE CHLORINATED WATER HELD IN THE STORAGE TANK FOR DISINFECTION PURPOSES IS NOT RECOMMENDED. WHEN THAT PROCEDURE IS USED, IT IS REQUIRED THAT THE INITIAL HEAVILY CHLORINATED WATER BE PROPERLY DISPOSED IN ORDER TO PREVENT RELEASE OF WATER WHICH MAY CONTAIN VARIOUS CHLORINATED ORGANIC COMPOUNDS INTO THE DISTRIBUTION SYSTEM. DISINFECTING WATER MAINS AND SYSTEMS W 000.2.1LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS CONTRACTOR'S CERTIFICATION REQUIRED PRIOR TO THE DESIGN ENGINEER CERTIFYING THAT THE INSTALLATION HAS BEEN INSTALLED IN ACCORDANCE WITH THE PERMITTED DESIGN, THE CONTRACTOR SHALL PROVIDE A CERTIFICATION THAT THE WATER SYSTEM WAS INSTALLED AND TESTED IN ACCORDANCE WITH THE APPROVED DESIGN PLANS. STATE PERMITS REQUIRE THERE SHALL BE NO DEVIATIONS FROM THE APPROVED PLANS WITHOUT PRIOR APPROVALS. THE DESIGN ENGINEER SHALL BE NOTIFIED AND ALLOWED TO OBSERVE THE CRITICAL PHASES OF CONSTRUCTION INCLUDING ANY REQUIRED TESTS. LIKEWISE, THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS FROM THE APPROVED PLANS. SINCE THE DESIGN ENGINEER DOES NOT CUSTOMARILY OBSERVE ALL PHASES OF THE WORK, OR ALL TESTING, HE MAY RELY ON THE CONTRACTOR'S CERTIFICATION AS THE BASIS FOR FINAL CERTIFICATION. THE CONTRACTOR SHALL THEREFORE SIGN AND RETURN A COPY OF THE FOLLOWING CERTIFICATION UPON COMPLETION OF THE WORK: "I HEREBY CERTIFY THAT I HAVE INSTALLED, PROPERLY TESTED, AND SUCCESSFULLY PASSED THOSE TESTS, AND THE WATER SYSTEM(S) ARE BUILT IN ACCORDANCE WITH THE APPROVED DESIGN PLANS AND APPLICABLE PERMIT CONDITIONS." THE CONTRACTOR CERTIFICATION INCLUDES SUPPLIERS AND SUB-CONTRACTORS CONTRACTOR NAME: AUTHORIZED AGENTS NAME: SIGNATURE: DATE: NOTE ANY DEVIATIONS FROM APPROVED PLANS HERE: NOTE: THE CERTIFICATION AND THE PROJECT ENGINEER'S SUBSEQUENT CERTIFICATION DOES NOT VOID THE CONTRACTOR FROM REPAIR OR REPLACEMENT OF DISCREPANCIES DISCARDED AT A LATER DATE. THE CONTRACTOR REMAINS RESPONSIBLE, INCLUDING CUSTOMARY GUARANTEE AND WARRANTY PERIODS. CONTRACTOR'S CERTIFICATION FOR WATER SYSTEM 4 06/26/2023 CMJStaff Comments W 020.1.5 1"=1'-0" TRUDELL CONSULTING ENGINEERS TYPICAL WATER CURB STOP LCPAVED AREAS IN NON PAVEMENT AREA MARK LOCATION OF CURB STOP WITH A 2x4 BROUGHT TO THE SURFACE WITH THE LETTER "W" MARKED ON IT, SET FLUSH TO GRADE ERIE CURB BOX WITH STATIONARY ROD AND ARCH PATTERN BASE 3/4" - 1" PLUG TYPE CURB STOP WITH COMPRESSION CONNECTIONS (MUELLER H-25209) 4" x 8" x 16" CLASS D CONCRETE PAD ON COMPACTED BASE STAINLESS STEEL ROD TYPE K COPPER TO MAIN NOTES: 1.3/4" AND 1" CORPORATIONS SHALL BE DIRECTLY TAPPED INTO DUCTILE IRON PIPE 6" AND LARGER IN DIAMETER. LARGER SIZE CORPORATIONS UP TO 2" SHALL REQUIRE USE OF A TAPPING SADDLE. A CONNECTION MADE TO A PIPE THAT REQUIRES A SADDLE OR IS NOT DUCTILE IRON WILL HAVE A BODY WITH A SUITABLE OUTLET, SEAL, AND SUITABLE MEANS FOR ATTACHMENT TO THE MAIN. THE SADDLE SHALL PROVIDE A DRIP TIGHT CONNECTION AND SHALL BE TEFLON OR EPOXY COATED WITH STAINLESS STEEL STRAPS, BOLTS, NUTS AND MECHANISM FOR ATTACHING TO THE PIPE BARREL. 2.INSTALL PER MANUFACTURES INSTALLATION GUIDELINES AND TOWN PUBLIC WORK STANDARDS WHEN APPLICABLE. ALSO COORDINATE WITH TOWN ENGINEER WHEN APPLICABLE. 3.PRIOR TO CONSTRUCTION SUBMIT SHOP DRAWING OF MATERIALS AND INSTALLATION PROCEDURE TO PROJECT ENGINEER. 4.CHLORINATE AND SUCCESSFULLY TEST WATER QUALITY PRIOR TO MAKING SERVICE AVAILABLE FOR USE. EXISTING SOIL 3/4" - 1" QUARTER TURN BALL VALVE CURB STOP WITH COMPRESSION CONNECTIONS, MUELLER H-25209 OR CAMBRIDGE BRASS FOR 1 1/2"-2" ADD ENLARGED FOOTPIECE CURB STOP6' TYPICAL DEPTH 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 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLAN NING ENVIRON MENTAL PARCEL ID: 1540-00760 SPAN: 600-188-10694 Sanitary Details C8-05 1/20/2023 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT TYPICAL SEWER TRENCH D + 24" FOR GRASSED AREAS FOR GRAVEL or PAVED SURFACES SEED AND MULCH, OVERFILL FOR SETTLEMENT 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 (TOP & SIDES). 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 TRUDELL CONSULTING ENGINEERS LAST REVISED 07/21/2021 S-010.1.1 3/4" = 1'-0"TYPICAL SEWER SERVICE TRENCH 24" TOPSOIL, SEED, AND MULCH, OVERFILL FOR SETTLEMENT TOP OF SUBGRADE INITIAL BACKFILL TO BE FREE OF DEBRIS, STONES, ORGANIC REFUSE, OR FROZEN SOIL. COMPACT SOIL IN 12" LIFTS TO 90% STANDARD PROCTOR WHERE 4' OF COVER CANNOT BE MAINTAINED, COVER SEWER MAIN WITH 2" RIGID INSULATION BOARD ON TOP AND SIDES OF TRENCH. FOR ALL BURY DEPTHS, USE 4" RIGID INSULATION BOARD AT ALL ROAD, DRIVE, SIDEWALK AND PARKING LOT CROSSINGS. EXTEND INSULATION FOAM 10' BEYOND BOTH DIRECTIONS CLASS 1 BEDDING TO TOP OF PIPE 3/4" STONE OR CLASS 2 BEDDING COARSE SAND & GRAVEL W/ MAXIMUM PARTICLE SIZE OF 1 1/2" SEWER SERVICE (SEE PLAN) SDR 35 PVC APPROVED BACKFILL COMPACTED IN 12" LIFTS 2'4' MIN. COVERDEPTH VARIES4"INSULATION FULL WIDTH OF TRENCH TRUDELL CONSULTING ENGINEERS LAST REVISED03/08/2021 S-010.1.2 3/4"=1' S-020.2.1 1"=1' LAST REVISED 07/21/2021TRUDELL CONSULTING ENGINEERS TYPICAL SEWER CLEANOUTSEWER COVER WITH LIFT HOLE GENERAL FOUNDRY MODEL 11181, LEBARON R-808 OR EQUAL (PLAN VIEW) CAST IRON CLEANOUT RING AND COVER OR EQUAL 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 2500 PSI CONCRETE, 18" SQUARE 8"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" S-060.1.2 1/2" = 1' LAST REVISED 12/24/2020TRUDELL 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 TESTING GRAVITY SEWERS AIR TESTING SEWERS 3 8 10 4 6 0.2 0.3 0.7 1.2 1.5 TESTING SHALL BE DONE IN ACCORDANCE WITH EPR CH. 1 1-1003(o)(2) PAGE 156. 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 4.2 4.8 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. TRUDELL CONSULTING ENGINEERS LAST REVISED 12/28/2020 S 000.1.1 TESTING 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 12/28/2020 S 000.1.3 S 000.2.1LAST REVISED 12/28/2020TRUDELL 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. S 000.5.2LAST REVISED 06/14/2021TRUDELL CONSULTING ENGINEERS CONTRACTOR'S CERTIFICATION FOR WASTEWATER SYSTEM CONTRACTOR'S CERTIFICATION REQUIRED PRIOR TO THE DESIGN ENGINEER CERTIFYING THAT THE INSTALLATION HAS BEEN INSTALLED IN GENERAL 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 GENERAL ACCORDANCE WITH THE APPROVED DESIGN PLANS AND APPLICABLE PERMIT CONDITIONS." THE CONTRACTOR CERTIFICATION INCLUDES SUPPLIERS AND SUB-CONTRACTORS CONTRACTOR NAME: AUTHORIZED AGENTS NAME: SIGNATURE: DATE: NOTE ANY DEVIATIONS FROM APPROVED PLANS HERE: NOTE: THE CERTIFICATION AND THE PROJECT ENGINEER'S SUBSEQUENT CERTIFICATION DOES NOT VOID THE CONTRACTOR FROM REPAIR OR REPLACEMENT OF DISCREPANCIES DISCOVERED AT A LATER DATE. THE CONTRACTOR REMAINS RESPONSIBLE, INCLUDING CUSTOMARY GUARANTEE AND WARRANTY PERIODS. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP ROF ESSIONAL E N G INEERL ICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PARCEL ID: 1540-00760 SPAN: 600-188-10694 Storm Details C8-06 1/20/2023 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 1 05/15/23 CMJStaff Comments SW 010.1.1 1" = 1' LAST REVISED 03/15/2021TRUDELL 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 040.1.1 1/2" = 1' LAST REVISED 03/15/2021TRUDELL 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.IF MUNICIPAL STANDARDS ARE DIFFERENT CONTACT ENGINEER TO MAKE ADJUSTMENTS TO MATCH LOCAL REQUIREMENTS 3.ADJUST RIM AS NEEDED TO MATCH FINAL ROAD GRADE, IF APPLICABLE. 6" 48"VARIES 12" INCREMENTS 8" 32" MIN. 56" MAX. 12" STORM DRAIN LINE 4" 36" 5" HEAVY DUTY FRAME & LID HS20 LOADING REQUIRED MARKED WITH "DRAIN" WITH INTEGRAL GASKET. NEENAH R-1743 OR EQUAL PRECAST CONCRETE ADJUSTMENT RING SECTION MINIMUM 4 INCHES, MAXIMUM 12 INCHES ECCENTRIC CONICAL TOP SECTION COPOLYMER POLYPROPYLENE LADDER RUNGS WITH 1/2" GRADE STEEL REINFORCEMENT OR EQUAL, 12" O.C. BUTYL JOINT SEALANT TO ALL JOINTS WELDED WIRE FABRIC (6 X 6 WWF) RUBBER BOOT (PRESS SEAL PSX) #4 BARS, 12" O.C., BOTH WAYS 12" GRAVEL OR 3/4" CRUSHED 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 30" DIA. CL PAVED AREAS UNPAVED AREAS "CONFINED SPACE" GRAVEL BACKFILL AROUND STRUCTURE COMPACTED IN 6" LIFTS TO 95% DENSITY STANDARD PROCTOR, UNLESS INDICATED OTHERWISE 3/4"=1' LAST REVISED 03/30/2021TRUDELL CONSULTING ENGINEERS 24" 12" VARIES (SEE SITE PLAN) VARIES (SEE SITE PLAN BACKFILL WITH NATIVE MATERIAL. OVERFILL SLIGHTLY TO ALLOW FOR SETTLEMENT BANK RUN GRAVEL ABOVE STONE UNLESS OTHERWISE SPECIFIED 3/4" - 1-1/2" HARD WASHED STONE 4" PERFORATED SDR 35 PVC WRAP STONE MATERIAL IN GEOSYNTHETIC FABRIC, MIRAFI 140N OR EQUAL UNDISTURBED SOIL SEED AND MULCH FINISHED GRADE 2" 4" SW 010.1.3 CONCRETE FOOTER WITH REINFORCING BARS BOTH WAYS CONCRETE WALL WITH REINFORCING BARS BOTH WAYS 8" TYPICAL FOOTING DRAIN CROSS SECTION FINAL REQUIREMENTS BY STRUCTURAL ENGINEER 2 x 8 WOOD 1 VARIES 1 6" PERFORATED UNDERDRAIN WRAPPED IN FILTER FABRIC 12" THICK STONE LAYER FILTER FABRIC BETWEEN SOIL AND STONE 2.0' BIORETENTION SOIL LAYER (SEE SITE PLAN FOR SOIL AREA) SEE DETAIL FOR BIORETENTION MIX 3" MULCH LAYER BIORETENTION AREAS 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 4" PVC CAP TO EXTEND 3" ABOVE TOP OF MULCH SEE DETAIL BELOW FOR BIORETENTION SOIL LAYERS 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. NOTE: CONTRACTOR SHALL CUT THE EXISTING LINER FOR EXTENSION OF BIORETENTION AREA. NEW LINER WILL OVERLAP EXISTING LINER AT LOCATION OF CUT BY 24" AND SHALL BE SEALED. NEW UNDERDRAIN LINE WILL TEE INTO EXISTING UNDERDRAIN PIPES IN THE LOCATION SHOWN IN THE SITE PLAN. SEE SITE PLAN FOR EXPANDED BIORETENTION AREA. TRUDELL CONSULTING ENGINEERS BIORETENTION SOIL MIX REQUIREMENTS BIORETENTION SOIL MIX THE BIORETENTION SOIL CONSISTS OF TWO LAYERS: THE UPPER MEDIA LAYER AND THE LOWER MEDIA LAYER. THE UPPER MEDIA LAYER SHALL EXTEND 12" BELOW THE MULCH LAYER AND SHALL CONSIST OF USDA SAND TO LOAMY SAND CLASSIFICATION, OR A WELL BLENDED, HOMOGENOUS MIXTURE OF THE FOLLOWING COMPONENTS: SAND 85-95% (NO MORE THAN 25% FINE OR VERY FINE SAND) SILT & CLAY 0-15% (NO MORE THAN 25% CLAY CONTENT BY WEIGHT) *ORGANICS 0-3% (COMPOST) OR 3-7% (PEAT OR OTHER ORGANIC MATERIAL) *ORGANICS SHOULD CONSIST OF COMPOST THAT MEETS THE DEFINITION OF "COMPOST" IN THE AGENCY'S SOLID WASTE MANAGEMENT RULES OR THE CONTAINMENT STANDARDS IN THE VERMONT SOLID WASTE MANAGEMENT RULES §6-1104(g)(6-7), §6-1105(e)(8-9), AND §6-1106(e)(7-9). THE BIORETENTION SOIL MIX SHALL BE FREE OF STONES, STUMPS, OR ROOTS LARGER THAN TWO (2) INCHES IN ANY DIMENSION. THE SOIL MIX SHALL BE FREE OF NOXIOUS WEEDS. THE BIORETENTION SOIL SHALL BE TESTED FOR A PHOSPHORUS SATURATION RATIO (PSR) LESS THAN OR EQUAL TO 0.10. TESTING OF THE SOIL SHALL FOLLOW THE FOLLOWING PROCEDURE: 1.SAMPLES ARE TO BE AIR DRIED AND SIEVED THROUGH 2 MM PRIOR TO TESTING. 2.AIR-DRY, SIEVED SOIL SAMPLES ARE THEN TO BE EXTRACTED WITH THE MEHLICH-3 SOLUTION (0.2 M CH3COOH + 0.25 M NH4NO3 + 0.015 NH4F + 0.013 M HNO3 + 0.001 M EDTA) BY SHAKING A SOIL-SOLUTION SUSPENSION FOR 5 MINUTES AT A 1:10 (SOIL MASS:SOLUTION) RATIO, FOLLOWED BY FILTERING TO REMOVE PARTICLES ABOVE 2 μM IN SIZE (0.45 μM PORE SIZE IS ALSO ACCEPTABLE) 3.EXTRACTS FROM THE MEHLICH-3 PROCEDURE ARE TO BE ANALYZED FOR P, Fe, AND Al BY ICP-OES. 4.THE PSR IS THEN CALCULATED AS FOLLOWS: (PM3) PSR = ----------------------- (FeM3/56) + (AlM3/27) WHERE, PM3 = MEHLICH-3 P IN MG P PER KG DRY SOIL FeM3 = MEHLICH-3 Fe IN MG Fe PER KG DRY SOIL AlM3 = MEHLICH-3 Al IN MG Al PER KG DRY SOIL MEHLICH-3 EXTRACTIONS MUST BE USED FOLLOWING THE ABOVE PROTOCOL. OTHER SOIL TEST EXTRACTIONS, INCLUDING MODIFIED MORGAN TESTS, OXALATE EXTRACTIONS, WATER EXTRACTIONS, OR EXTRACTIONS USED TO QUANTIFY TOTAL ELEMENTS, ARE NOT ACCEPTABLE. 5.THE LOWER MEDIA LAYER SHALL CONSIST OF USDA SAND TO LOAMY SAND AND GENERALLY MEET THE SAME GRADATION AS THE UPPER MEDIA LAYER. THE LOWER MEDIA LAYER SHALL NOT HAVE COMPOST OR OTHER ORGANIC MATERIAL, UNLESS TO SUPPORT A TREE PLANTING. ORGANIC MATERIAL SHALL ONLY BE ACCEPTABLE IN THE LOCATION THAT THE TREE IS PLANTED. NOTE: CAMP PRECAST CATCH BASIN MODEL SHOWN. OTHER EQUAL PRECAST MANUFACTURERS MAY BE USED. SEE PLANS FOR INVERT AND REQUIREMENTS. NOTE: CAMP PRECAST TRENCH DRAIN MODEL SHOWN. OTHER EQUAL PRECAST MANUFACTURERS MAY BE USED. SEE PLANS FOR INVERT AND REQUIREMENTS. SW 000.1.2LAST REVISED 03/12/2021TRUDELL CONSULTING ENGINEERS SOIL DEPTH AND QUALITY SOIL DEPTH AND QUALITY REQUIREMENTS: 1.THE OPERATIONAL STORMWATER PERMIT REQUIREMENTS FOR THIS PROJECT INCLUDE PROVISIONS FOR RESTORING THE ABSORPTIVE CAPACITY OF DISTURBED AREAS WHERE INDICATED ON THE SITE PLAN(S) AND WITHIN THIS DETAIL. TO COMPLY WITH THESE REQUIREMENTS, TOPSOIL AND SUBSOIL IMPROVEMENTS, AMENDMENTS, DOCUMENTATION AND TESTING ARE REQUIRED PER THE INFORMATION HERE: 2.ALL AREAS INDICATED ON THE SITE PLANS WHICH ARE TO BE GRASSED AND HAVE BEEN DISTURBED OR COMPACTED BY CONSTRUCTION ACTIVITIES ARE SUBJECT TO SOIL DEPTH & QUALITY REQUIREMENTS AND SHALL HAVE FINAL GRADE PREPARED BY ONE OF THE FOLLOWING METHODS. OPTION 1: REMOVE AND STOCKPILE EXISTING TOPSOIL PRIOR TO GRADING. ·STOCKPILE SOIL ON SITE IN A DESIGNATED CONTROLLED AREA, AT LEAST 50 FEET FROM SURFACE WATERS, WETLANDS, NEW FLOODPLAINS, OR OTHER CRITICAL RESOURCE AREAS; ·SCARIFY OR TILL SUBGRADE TO A DEPTH OF 4 INCHES. EXCEPT FOR WITHIN THE DRIP LINE OF EXISTING TREES, THE ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION; ·STOCKPILED TOPSOIL SHALL ALSO BE AMENDED, IF NEEDED, TO MEET THE ORGANIC CONTENT REQUIREMENTS: PRE-APPROVED RATE: COMPOST SHALL BE INCORPORATED WITH AN ORGANIC MATTER CONTENT BETWEEN 40 AND 65% INTO THE TOPSOIL AT A RATIO 1:3 TO ACHIEVE 4 INCHES OF SETTLED TOPSOIL, OR CALCULATED RATE: INCORPORATE COMPOSTED MATERIAL OR APPROVED ORGANIC MATERIAL AT A CALCULATED RATE TO ACHIEVE 4 INCHES OF SETTLED TOPSOIL AT 4% ORGANIC CONTENT; 3.REPLACE STOCKPILED TOPSOIL TO A MINIMUM DEPTH OF 4 INCHES PRIOR TO PLANTING; AND 4.RAKE TO LEVEL, AND REMOVE SURFACE ROCKS LARGER THAN 2 INCHES IN DIAMETER. OPTION 2: AMEND EXISTING SITE TOPSOIL OR SUBSOIL IN PLACE. ·SCARIFY OR TILL SUBSOILS TO 4 INCHES OF DEPTH OR TO DEPTH NEEDED TO ACHIEVE A TOTAL DEPTH OF 8 INCHES OF UNCOMPACTED SOIL AFTER CALCULATED AMOUNT OF AMENDMENT IS ADDED. EXCEPT FOR WITHIN THE DRIP LINE OF EXISTING TREES, THE ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION; ·AMEND SOIL TO MEET ORGANIC CONTENT REQUIREMENTS: PRE-APPROVED RATE: PLACE 1 INCH OF COMPOSTED MATERIAL WITH AN ORGANIC MATTER CONTENT BETWEEN 40 AND 65% AND ROTOTILL INTO 3 INCHES OF SOIL, OR CALCULATED RATE: PLACE CALCULATED AMOUNT OF COMPOSTED MATERIAL OR APPROVED ORGANIC MATERIAL AND ROTOTILL INTO DEPTH OF SOIL NEEDED TO ACHIEVE 4 INCHES OF SETTLED SOIL AT 4% ORGANIC CONTENT; RAKE BEDS TO SMOOTH AND REMOVE SURFACE ROCKS LARGER THAN 2 INCHES IN DIAMETER; AND WATER OR ROLL TO COMPACT SOIL IN TURF AREAS TO 85% OF MAXIMUM DRY DENSITY. OPTION 3: IMPORT TOPSOIL MIX, OR OTHER MATERIALS FOR MIXING, INCLUDING COMPOST, OF SUFFICIENT ORGANIC CONTENT AND DEPTH. ·SCARIFY OR TILL SUBGRADE TO A DEPTH OF 4 INCHES. EXCEPT FOR WITHIN THE DRIP LINE OF EXISTING TREES, THE ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION; ·PLACE 4 INCHES OF IMPORTED TOPSOIL MIX ON SURFACE. THE IMPORTED TOPSOIL MIX SHALL CONTAIN 4% ORGANIC MATTER. SOILS USED IN THE MIX SHALL BE SAND OR SANDY LOAM AS DEFINED BY THE USDA; ·RAKE BEDS TO SMOOTH AND REMOVE SURFACE ROCKS LARGER THAN 2 INCHES IN DIAMETER; AND ·WATER OR ROLL TO COMPACT SOIL IN TURF AREAS TO 85% OF MAXIMUM DRY DENSITY. 5.IF AREAS THAT WERE INDICATED ON THE SITE PLAN AS NOT TO BE DISTURBED OR COMPACTED ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY WILL BE REQUIRED TO BE RESTORED BY ONE OF THE METHODS ABOVE. 6.THE CONTRACTOR SHALL PROVIDE LAB REPORTS, VOLUMETRIC CALCULATIONS, OR OTHER EVIDENCE THAT THE FINAL SOIL PROPERTIES MEET THE ABOVE ORGANIC CONTENT REQUIREMENTS. 7.THE CONTRACTOR SHALL PREPARE A SOIL DEPTH SAMPLING PLAN WITH SOIL DEPTH TEST HOLE LOCATIONS AT A RATE OF 9 TEST HOLES PER ACRE OF LAND SUBJECT TO THIS STANDARD AND AT LEAST 50' APART FOR APPROVAL BY THE ENGINEER. SOIL DEPTH TEST HOLES SHALL BE EXCAVATED USING A HAND SHOVEL DRIVEN SOLELY BY BODY WEIGHT TO A DEPTH OF 8”. THE CONTRACTOR SHALL PROVIDE EVIDENCE THAT THE FINAL SOIL PROPERTIES MEET THE ABOVE COMPACTION SAMPLING REQUIREMENTS. 8.SOIL DEPTH & QUALITY METHODS SHALL BE EMPLOYED TOWARDS THE END OF CONSTRUCTION AND ONCE ESTABLISHED SHALL BE PROTECTED FROM COMPACTION FROM MACHINERY OR VEHICLE TRAFFIC AND FROM EROSION. AREAS WHICH ARE COMPACTED OR DAMAGED SHALL BE REESTABLISHED PER THE METHODS ABOVE. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING COMPLIANCE WITH THIS STANDARD. VARIES TRENCH DRAIN LENGTH TO MATCH GARAGE OPENING WIDTHNOTE: "DEEP SUMP" AS NOTED ON THE PLANS SHALL BE CATCH BASIN STRUCTURES WITH 4' (48") BELOW ANY PIPE INVERT. 24" SQUARE DEEP SUMP CATCH BASIN (48" DEPTH)TO BE INSTALLED BELOW OUTLET OF TRENCH DRAIN. BOTTOM OF TRENCH DRAIN TO BE OPEN TO ALLOW FOR INLET TO BASIN. 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 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLAN NING ENVIRON MENTAL PARCEL ID: 1540-00760 SPAN: 600-188-10694 Storm Details C8-07 1/20/2023 22-523 SLH CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT SW 000.1.1LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS CONTRACTOR'S CERTIFICATION FOR STORMWATER SYSTEM CONTRACTOR'S CERTIFICATION REQUIRED PRIOR TO THE DESIGN ENGINEER CERTIFYING THAT THE INSTALLATION HAS BEEN INSTALLED IN ACCORDANCE WITH THE PERMITTED DESIGN, THE CONTRACTOR SHALL PROVIDE A CERTIFICATION THAT THE STORMWATER SYSTEM WAS INSTALLED AND TESTED (IF APPLICABLE)IN GENERAL ACCORDANCE WITH THE APPROVED DESIGN PLANS. STATE PERMITS REQUIRE THERE SHALL BE NO SIGNIFICANT DEVIATIONS FROM THE APPROVED PLANS WITHOUT PRIOR APPROVALS. THE DESIGN ENGINEER SHALL BE NOTIFIED AND ALLOWED TO OBSERVE THE CRITICAL PHASES OF CONSTRUCTION INCLUDING ANY REQUIRED TESTS. LIKEWISE, THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS FROM THE APPROVED PLANS. SINCE THE DESIGN ENGINEER DOES NOT CUSTOMARILY OBSERVE ALL PHASES OF THE WORK, OR ALL TESTING, HE WILL RELY ON THE CONTRACTOR'S CERTIFICATION AS THE BASIS FOR FINAL CERTIFICATION. CRITICAL STORMWATER SYSTEM COMPONENTS TO BE CERTIFIED MAY INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, SHAPES OF DRAINAGE SWALES, VOLUMES OF TREATMENT PRACTICES, SLOPE OF DISCONNECT AREAS, AND OUTLET SIZE AND ELEVATIONS. THE CONTRACTOR SHALL SHALL THEREFORE SIGN AND RETURN A COPY OF THE FOLLOWING CERTIFICATION UPON COMPLETION OF THE WORK: "I HEREBY CERTIFY THAT I HAVE INSTALLED, PROPERLY TESTED (IF APPLICABLE), AND SUCCESSFULLY PASSED THOSE TESTS, AND THE STORMWATER TREATMENT AND COLLECTION SYSTEM(S) ARE BUILT IN GENERAL ACCORDANCE WITH THE APPROVED DESIGN PLANS AND APPLICABLE PERMIT CONDITIONS." CONTRACTOR NAME: AUTHORIZED AGENTS NAME: SIGNATURE: DATE: NOTE ANY DEVIATIONS FROM APPROVED PLANS HERE: NOTE: THE CERTIFICATION AND THE PROJECT ENGINEER'S SUBSEQUENT CERTIFICATION DOES NOT VOID THE CONTRACTOR FROM REPAIR OR REPLACEMENT OF DISCREPANCIES DISCOVERED AT A LATER DATE. THE CONTRACTOR REMAINS RESPONSIBLE, INCLUDING CUSTOMARY GUARANTEE AND WARRANTY PERIODS. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP ROF ESSIONAL E N G INEERL ICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PARCEL ID: 1540-00760 SPAN: 600-188-10694 EPSC Details C8-08 1/20/2023 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 1 05/15/23 CMJStaff Comments E 050.1.1LAST REVISED 04/01/2021TRUDELL 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 5' TO 10' SILT FENCE MAINTAIN VEGETATED COVER SOIL STOCKPILE 19' (MAX.) OPENING IN SILT FENCE FOR ACCESS TO STOCKPILE TO BE LOCATED AT THE UPGRADIENT END OF FLOW 2 1 FLOW SOIL STOCKPILE TEMPORARY SEED & MULCH 5' TO 10' SILT FENCE INSTALL SHALLOW TRENCH AROUND MOUND E 030.1.1LAST REVISED 04/01/2021TRUDELL 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 50'VARIES8"EXCAVATION SITE EXISTING GRADE GEOTEXTILE FABRIC PROVIDE A DIVERSION RIDGE (12" TALL) WHEN THE GRADE EXCEEDS 2% TO KEEP RUNOFF & SEDIMENT OUT OF THE PUBLIC ROAD R=12' E 000.1.1LAST REVISED 12/30/2020TRUDELL 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, DEMO SITE 5. STOCK PILE, PROCESS, AND DISPOSE OF TREES. 6. CONSTRUCT NECESSARY STABILIZED CONSTRUCTION ROADS, ESTABLISH DITCHLINES FROM DOWNHILL TO UPHILL, 7. CONSTRUCT SITE FEATURES. 8. VEGETATE AND STABILIZE AS NECESSARY WITHIN SEVEN DAYS. TRUDELL CONSULTING ENGINEERS TYPICAL SILT FENCE WITH WIRE REINFORCEMENT E 020.1.2LAST REVISED 04/01/2021 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.INSPECT SILT FENCE AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER EACH RAIN EVENT. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND SEDIMENT REMOVED WHEN IT REACHES 1/3 THE HEIGHT OF THE FENCE. 7.UPON FINAL STABILIZATION OF THE AREA UPHILL OF THE SILT FENCE, IT SHALL BE REMOVED WITH THE APPROVAL OF THE ENGINEER. 6" (MIRAFI ENVIROFENCE, OR APPROVED EQUAL MAY BE SUBSTITUTED.) FLOW FILTER FABRIC, OR WOVEN WIRE FABRIC 1 1/2" HARDWOOD POSTS OR METAL STAKE (6' TO 10' MAX. O.C.) KEY FABRIC INTO GROUND (MIN. 6") 16" MIN. 20" MIN. UNDISTURBED SOIL BACKFILL WIRE REINFORCEMENT E 060.3.1LAST REVISED 04/01/2021TRUDELL 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 NOTES: 1.OPERATE DEWATERING SYSTEM TO PREVENT TRANSPORT OF SEDIMENT INTO WATERS OF THE STATE. 2.CLEAN SILT BAG AT THE END OF EACH DAY OR MORE FREQUENTLY IF NECESSARY. E 040.1.2LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS CATCH BASIN (CB) FINE GRAVEL FACE (1' MIN. THICKNESS) 1' 3:1 SLOPE 2:1 SLOPE 3" STONE TEMPORARY SEDIMENT POOL 6' TYPICAL INLET PROTECTION 1' INSTALL TEMPORARY FLEXSTORM FILTER OR APPROVED EQUAL, UNDER GRATE FINISH GRADE NOTES: 1.INLET PROTECTION UNDER THE GRATE SHALL BE USED WHERE INDICATED ON SITE PLANS. 2.LIFT THE GRATE AND INSTALL THE FILTER FABRIC (ADS FLESXTORM CATCH-IT OR EQUAL) OVER THE FRAME AND THEN RESTORE GRATE BACK IN PLACE. 3.OBSERVE INLET(S) AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF RAIN EVENT. CLEAN, REPAIR OR REPLACE WEEKLY AS NEEDED. 4.UPON STABILIZATION OF THE PROJECT SITE, THE INLET PROJECTION SHALL BE REMOVED. CONFIRM STABILIZATION WITH ENGINEER. E 000.3.3LAST REVISED 12/30/2020TRUDELL CONSULTING ENGINEERS EROSION CONTROL NOTES 1)THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED AT ANY ONE TIME. 2)EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EARTH MOVING OPERATIONS. 3)CONTRACTOR AND/OR OWNER (OR APPOINTED DESIGNATE) SHALL INSPECT ALL EROSION CONTROL FEATURES AT LEAST ONCE PER WEEK AND AFTER ANY STORM EVENT GENERATING RUNOFF FROM THE SITE. 4)AFTER VEGETATION HAS BEEN FULLY ESTABLISHED, THE TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED. 5)PROVIDE EROSION CONTROL MATTING ON ALL DISTURBED SLOPES WITH A PITCH OF 3H:1V OR GREATER. 6)EXCAVATION AND PIPE INSTALLATION SHALL BE AVOIDED DURING PERIODS OF SIGNIFICANT PRECIPITATION. 7)ALL SEDIMENT AND EROSION CONTROL PRACTICES AND VEGETATIVE STABILIZATION SHALL BE IN ACCORDANCE WITH THE LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND SEDIMENT CONTROL (ANR 2006). TYPICAL SAND BAG INLET PROTECTION 12 IN. MINIMUM LAST REVISED 04/01/2021 E 040.1.3TRUDELL CONSULTING ENGINEERS 18 1/2 IN. X 28 IN. WOVEN POLYPROPYLENE BAGS. FILL 1/2 - 2/3 FULL WITH 1/2 TO 1 IN. CLEAN STONE CONCRETE CURB IF APPLICABLE SURROUND INLET WITH TWO COURSES OF BAGS (MINIMUM) INTERWEAVE BAG ENDS TO CLOSE GAPS BETWEEN BAGS AND TO SEAL BAGS; TAMP BAGS IN PLACE NOTE: THE 12-INCH HEIGHT REQUIREMENT IS WAIVED IN CASES WHERE IT WILL CAUSE FLOOD DAMAGE IF THE STONE BAGS ARE OVERTOPPED UNDISTURBED SOIL FINISHED GRADE EXTRA SAND BAGS AS NEEDED INLET GRATE, INSTALL COIL INLET FILTER MAT ON GRATE WITH ZIP TIES FLOW TYPICAL SOIL STABILIZATION & SEEDING SPECIFICATIONS DETAIL MULCH APPLICATION RATE: 1.5" THICK MIN. NOTES: 1.SOIL SURFACE AND FILL COMPONENTS MUST NOT BE FROZEN WHEN PLACED. 2.SLOPES 2:1 OR STEEPER MUST BE MECHANICALLY STABILIZED WITH A RETAINING STRUCTURE OR APPROPRIATE GEOTEXTILE (AS SPECIFIED BY ENGINEER). 3.STRAW MULCH OR EROSION CONTROL BLANKET CAN BE USED ON AREAS WITH SLOPES EQUAL TO OR LESS STEEP THAN 3:1. HYDROMULCH MAY BE USED FOR PERMANENT SEED ESTABLISHMENT ONLY, NOT FOR TEMPORARY CONDITIONS. 4.HAY MULCH SHALL CONSIST OF MOWED AND PROPERLY CURED STEMS OF CEREAL GRAINS (WHEAT, OATS, BUCKWHEAT, ETC.) REASONABLY FREE OF WEEDS, TWIGS, DEBRIS OR OTHER OBJECTIONABLE MATERIAL. IT SHALL BE FREE FROM ROT OR MOLD AND SHALL BE ACCEPTABLE TO THE ENGINEER. 5.BANKS, SWALES OR OTHER GRADED AREAS THAT HAVE BEEN WASHED OUT OR HAVE BECOME DAMAGED SHALL BE REPAIRED IMMEDIATELY. STRAW MULCH FOR SLOPES EQUAL TO OR LESS STEEP THAN 3:1 TRACK FINAL GRADED AREA PRIOR TO PLACEMENT OF SEED MULCH/MATTING TEMPORARY STABILIZATION DURING CONSTRUCTION THE SEED MIX SPECIFIED BELOW IS FOR ALL AREAS THAT ARE STABILIZED TEMPORARILY PER THIS DETAIL DURING CONSTRUCTION TO BE USED ONLY WHEN SPECIFIED BY ENGINEER FOR EROSION OR SEDIMENT CONTROL. 1.TEMPORARY SEED MIX: 30% RED FESCUE 30% ANNUAL RYEGRASS 30% PERENNIAL RYEGRASS 10% TALL FESCUE (*or APPROVED EQUIVALENT) 2.APPLICATION RATE: 60lb/acre (1.4 lb/1000 s.f.) 3.MULCH APPLICATION RATE: 1.5" THICK MINIMUM 90-100% COVERAGE NORTH AMERICAN GREEN S150BN EROSION CONTROL BLANKET. INSTALL IN ACCORDANCE WITH MANUFACTURER DOCUMENTS ON TOP OF EPSC SEED MIX REQUIRED ON ALL SLOPES 2:1 OR STEEPER SEED MIX: SEED LAWN, SEE SEEDING SPECIFICATIONS 85 85 90 85 GERM % 85 85 90 85 GERM % 95 98 95 98 PURE % 95 85 95 98 PURE % PERENNIAL RYEGRASS BIRDSFOOT TREFOIL TALL FESCUE CREEPING RED FESCUE NAME ANNUAL RYE GRASS KENTUCKY BLUE GRASS PERENNIAL RYE GRASS CREEPING RED FESCUE NAME 5 10 20 20 LBS./ACRE 4.0 34.0 8.0 34.0 LBS./ACRE 9.0 18.2 36.4 36.4 % BY WEIGHT 5.0 42.5 10.0 42.5 % BY WEIGHT 1.THE SEED MIXTURE SHALL NOT HAVE A WEED CONTENT EXCEEDING 0.40% BY WEIGHT, AND SHALL BE FREE OF ALL NOXIOUS WEED SEED. 2.SEED TO BE APPLIED PER SEEDING FORMULAS AS DIRECTED BY ENGINEER. 3.FERTILIZER FORMULA 5-10-10 TO BE USED WITH SEED, APPLIED AT THE RATE OF 600 LB/ACRE. 4.AGRICULTURAL LIMESTONE TO BE APPLIED AT THE RATE OF 2 TONS/ACRE OR AS DIRECTED BY THE ENGINEER. 5.HAY MULCH TO BE EVENLY SPREAD AT THE RATE OF 2 TONS/ACRE OR AS DIRECTED BY THE ENGINEER. 6.TOPSOIL TO BE USED WITH SEED AS INDICATED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 7.ALL RUNOFF DIVERSION MEASURES SHALL BE INSTALLED PRIOR TO FINAL GRADING AND SEEDING PREPARATION. 8.COMPACTED AREAS OF EARTH SHALL BE MECHANICALLY LOOSENED TO PROVIDE AN ADEQUATE ROOTING ZONE TO A MINIMUM DEPTH OF 12 INCHES. 9.SEEDED AREAS SHALL BE WATERED UNTIL VEGETATION IS ESTABLISHED WHEN ADEQUATE PRECIPITATION IS NOT AVAILABLE. E 090.3.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS TOPSOIL: 1.ALL AREAS TO BE GRASSED SHALL HAVE A MINIMUM OF 4” OF TOPSOIL PLACED TO ACHIEVE FINAL GRADE. 2.TOPSOIL SHALL HAVE AT LEAST 6 PERCENT BY WEIGHT OF FINE TEXTURED STABLE ORGANIC MATERIAL, AND NO GREATER THAN 20 PERCENT. MUCK SOIL SHALL NOT BE CONSIDERED TOPSOIL 3.TOPSOIL SHALL HAVE NOT LESS THAN 20 PERCENT FINE TEXTURED MATERIAL (PASSING THE NO. 200 SIEVE) AND NOT MORE THAN 15% CLAY. 4.TOPSOIL SHALL BE RELATIVELY FREE OF STONES OR 1 ½ INCHES IN DIAMETER, TRASH, NOXIOUS WEEDS SUCH AS NUT SEDGE AND QUACKGRASS, AND SHALL HAVE LESS THAN 10 PERCENT GRAVEL. 5.SOME AREAS MAY BE SUBJECT TO ADDITIONAL/ALTERNATIVE REQUIREMENTS UNDER THE SOIL DEPTH & QUALITY STANDARD. THESE AREAS WILL BE IDENTIFIED ON THE SITE PLANS. SEEDING MIX #1 - URBAN AREAS (MOWED LAWN AREAS) SEEDING MIX #2 - RURAL AREAS (MEADOWS, UNDEVELOPED AREAS) SEEDING SPECIFICATIONS: FINAL STABILIZATION 12"12" 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 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLAN NING ENVIRON MENTAL PARCEL ID: 1540-00760 SPAN: 600-188-10694 EPSC Handbook Page 1 C8-09 1/20/2023 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 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 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLAN NING ENVIRON MENTAL PARCEL ID: 1540-00760 SPAN: 600-188-10694 EPSC Handbook Page 2 C8-10 1/20/2023 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 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 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLAN NING ENVIRON MENTAL PARCEL ID: 1540-00760 SPAN: 600-188-10694 ATM Details C8-11 1/20/2023 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 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 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLAN NING ENVIRON MENTAL PARCEL ID: 1540-00760 SPAN: 600-188-10694 ATM Details C8-12 1/20/2023 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 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 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLAN NING ENVIRON MENTAL PARCEL ID: 1540-00760 SPAN: 600-188-10694 ATM Details C8-13 1/20/2023 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT DDDDDDOH OH OH UPUPUPUPUPUPUPUP1-STORY BUILDING 1-STORY BUILDING SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET D D D D D D D D DDD D D D 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W FINANCIAL INSTITUTION ±3,350 SF S P E ED TA B L E MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 D D D MIXED USE ± 3,240 SF 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FFE 212.0 FFE 212.0 DDDDDDDDDD D D D D D DDDD DDW W W W WWWWWWWWSSSSSSSSSSSDD D 180120 90 OUTSIDE SWEPT PATH PATH OF FRONT WHEEL INSIDE SWEPT PATH 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: 34.9 deg. 120 deg. SWEEP ANGLE: 37.3 deg. 180 deg. SWEEP ANGLE: 39.3 deg. So Burlington Fire Truck TCE [ft] Copyright (c) 2012, Transoft Solutions 56.0 ft4.0 ft 36.0 ft 10.0 ft 8.5 ft 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 E N G I N E E R I N G S U R V E Y No. 8917 CIVILP ROF E SSIONAL E N G INEERLICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNIN G ENVIRON MENTAL PARCEL ID: 1540-00760 SPAN: 600-188-10694 E1-01 02/01/2023 1" = 20' 22-523 RMP CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 15°±VT GridMagnetic0 Feet Graphic Scale 20 40 60 Emergency Vehicle PRIVACY WALL,TYP.57"x30" 6'-3" HOLD 57"x30"6'-3" HOLD 57"x30"6'-3" HOLD36x72 36x60 54X19 36x60 54X19 FUT. ATM FUT.ATM 54X19 36x72 36x60 54X19 DA 3 BIO DA 1 BIO FDFDFDFDFDFDFD FD FDFDFDFDFDFDFDFDFDFDFDFDRDD D DDDDDDDDDDDD D D D DDDD DD210209211212211210 209208213214216 21 5213 2 1 1 212209 210 211211 210212213213215 216 215216216.5 21721521621 4 21821821721 5209206205.521221 3 W W W W WWWWWWWWSSSSSSSSSSSFD FD DD D 216210211209UP UP UPUPSSSSSSSSOH OH OH SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSB1-STORY BUILDING 1-STORY BUILDING SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W UTILITY COVER UPUPUPUPUP(3) AF (1) PS (6) RR (5) CAH (6) SJL (6) PVN (1) NS (9) PVN (1) VT (1) AB (1) AAM (12) CAK (6) JH (1) PS (1) AAM (13) JH (20) CAK (3) HAL (11) JH (33) CAK (10) CAK (9) JH (9) CAK (10) PVM (21) SAW (12) HAI (2) CC (22) JH (1) CC (3) GT (6) MML (6) PVN (7) SJL (1) PS (5) CAR (14) SBT (1) IVM (3) IVF (3) IVF (1) IVM(3) CS (95) SH (5) CSK (1) IVF (3) AAM (3) VT (1) AB (73) HM (1) CC (9) SAW (1) HSS (1) NS (3) HAP (45) HM (3) RS (3) BM (1) HSS (26) HS,HMA INTERMIXED IN GROUPS OF 5 OR MORE (6) SAW (8) PVN (5) CAH (46) CSK (1) MML (1) BM (11) RAG (1) HSS (1) HSS (1) HSS (1) HSS (1) HAL (1) BM (3) TM (1) TM (6) PVN (6) HS (1) HSS (4) CS (13) ADDA 7 BIO: (14) AN (14) SR (8) IVE (14) SH (14) PVN DA 1 BIO: (25) AN (15) AD (30) EP (20) IVE (40) SS (10) SH (30) PVN DA 3 BIO: (20) AD (25) EP (15) IVE (30) PVN (40) SS (75) SH (36) HS, HMA INTERMIXED IN GROUPS OF 5 OR MORE (1) MML (4) SAW (5) HAI (8) HS (1) HSS (1) HSS (1) AMS (15) HS (1) BM (1) HSS (1) HSS (3) HAL (8) HS(1) BM (1) HAL (1) HSS (1) HSS (5) HS (6) RAG (6) HAI (1) HS (1) IVM (1) PS (1) AAM (8)RAG (1) AAM (1) HAL (16) RR (7) RAG (11) SBT (1) NS (3) SJL (16) RAG (6) SJL (25) RAG (48) CAK (27) EP (1) MML (5) RR (6) SJL (19) SBT (14) SAW (3) RS (17) CSK(3) AAM (5) RS (1) CC (5) CS (1) AF (15) CSK (8) CAH (1) PS (58) EPM (12) TM (84) SH 0 Feet Graphic Scale 20 40 60 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 Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. Landscape Plan LA-1.0 01/20/2023 1" = 20' 22-523 EKT CMJ LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 1 02/09/2023 LETPlan Revisions PARCEL ID: 1540-00760 SPAN: 600-188-10694 PROJECT LOCATION PLANTING NOTES 1.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 2.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. 3.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER-GROWN, UNLESS OTHERWISE NOTED ON THE PLANT LIST. 4.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 5.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 6.ALL NEW PLANTS MAY BE TAGGED AND APPROVED BY THE LANDSCAPE ARCHITECT AT THE NURSERY PRIOR TO DIGGING OR DELIVERY TO THE SITE. 7.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 8.STAKE LOCATION OF ALL PROPOSED PLANTING FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 9.NEW SHRUBS AND GROUND COVER SHALL BEAR THE SAME RELATIONSHIP TO GRADE AS IT BORE TO PREVIOUS GRADE. TREES SHALL BE SET 3" HIGHER THAN PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 10.ALL PLANT BEDS SHALL RECEIVE TWO INCHES (3") OF BARK MULCH AS PER SPECIFICATIONS. 11.ALL EXISTING TREES TO REMAIN SHALL BE PROPERLY PROTECTED DURING CONSTRUCTION. PROTECTION TECHNIQUES SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT. 12.PRUNE TREES IN ACCORDANCE WITH THE SPECIFICATIONS SO THAT DISTURBED AREAS ARE RETURNED TO PRE-CONSTRUCTION CONDITIONS OR BETTER. 13.CONTRACTOR SHALL PROVIDE FULL DEPTHS OF LOAM AS NOTED ON DETAILS AND AS SPECIFIED, FOR ALL PLANTING. 14.ALL LAWN AREAS DISTURBED BY CONSTRUCTION OPERATIONS INSIDE AND OUTSIDE THE LIMIT OF WORK SHALL BE LOAMED AND SEEDED AS SPECIFIED. 15.SEE SPECIFICATIONS FOR TERMS OF PLANT MATERIAL ESTABLISHMENT PERIOD AND GUARANTEE. 16.PLANTINGS LOCATED ON PROPERTY LINES OR NEIGHBORING PROPERTY SHALL BE DONE ONLY AFTER AUTHORIZATION BY OWNER'S REPRESENTATIVE. 17.PROVIDE METAL TRELLIS AND RELEVANT HARDWARE FOR HYDRANGEA ANOMALA PETIOLARIS TO ESTABLISH ON WALL. Plant Schedule 1 2 02/16/2023 LETPlan Revisions 3 05/15/2023 LETStaff Comments SOILS NOTE 1.SOILS IN PLANTING AREAS SHALL BE EVALUATED PRIOR TO PLANTING. IF SOILS ARE FOUND TO BE COMPACTED FROM PREVIOUS USE, SOILS SHALL BE REMEDIATED THROUGH DECOMPACTION AND AMENDMENT BASED ON SOIL TESTING FROM A CERTIFIED SOILS LAB AND/OR REPLACED WITH LOAM PLANTING SOIL AS APPROVED BY LANDSCAPE ARCHITECT. 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 Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLAN NING ENVIRON MENTAL Landscape Details LA-2.0 1/20/2023 22-523 EKT CMJ LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PARCEL ID: 1540-00760 SPAN: 600-188-10694 L 050.1.3LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS TREE PROTECTION FOR TREES TO REMAIN WITHIN LIMIT OF LANDSCAPE WORK AREA: CONTRACTOR SHALL CONTACT ARBORIST PRIOR TO DEMOLITION TO PERFORM RECOMMENDED TREATMENTS (FERTILIZER, ROOT PRUNE, ETC.) ON SPECIMEN TREES TOREMAIN BEFORE BEGINNING DEMOLITION PLAN VIEW EXISTING TREE EXISTINGTREE 6' MIN. SECTION VIEW PRUNE PER ISA STANDARDS. REMOVE DEAD & DAMAGED BRANCHES. TIE BRANCHES UP TO AVOID DAMAGE FROM CONSTRUCTION EQUIPMENT EXISTING TREE (S)LIMIT OF DRIPLINE(VARIES)WOODEN OR METAL POSTS (TYPICAL) INSTALL FENCING AT EDGE OF DRIPLINE OR AS FAR FROM TRUNK AS POSSIBLE. MIN. DISTANCE IS 6' FROM TRUNK. MAY BE PLASTIC SNOW FENCE OR CHAIN LINK, MIN. 4' HIGH ZONE OF CONSTRUCTION IMPACT (CUT/FILL) PRUNE DAMAGED OR EXPOSED ROOTS DAMAGED WITH A SHARP SAW LIMIT OF FENCING (INDIVIDUAL TREE) LIMIT OF FENCING (MULTIPLE TREES) EXISTING GRADE LIMIT OF CONSTRUCTION IMPACT (REFER TO PLANS) LIMIT OF FENCE (INDIVIDUAL TREE) LIMIT OF CANOPY (VARIES) LIMIT OF FENCING (MULTIPLE TREES) WOODEN OR METAL POSTS (MAX. 8' SPACING) 2x4 DIM. LUMBER ATTACHED W/METAL STRAPPING (OPT) AT 2 LOCATIONS (MIN.). CLADDING SHALL BE 8' HIGH WITH 6" SPACING OF BOARDS. WRAP BARK W/BURLAP PRIOR TO ARMORING, OR APPROVED ALTERNATIVE METHOD NO STORAGE OF EQUIPMENT OF MATERIALS WITHIN DRIPLINE L-010.1.7 DECIDUOUS TREE PLANTING TRUDELL CONSULTING ENGINEERS LAST REVISED 03/10/2022 EQEQ EQ 2"X2"X10' FIR STAKES; STAINED BLACK; 3 PER TREE EQUALLY SPACED AROUND ROOT BALL; ALL POSTS SHALL BE PLUMB AND HAVE SAME HEIGHT ABOVE FINISH GRADE. GUY WIRE SHALL BE NEW PLIABLE ANNEALED GALVANIZED SOFT STEEL WIRE OF NO. TEN (10) GAUGE SIZE. ENCASE WIRE AROUND TRUNK IN TWO-PLY, BLACK, REINFORCED GARDEN HOSE TREE SHALL BE PLUM AFTER SETTLEMENT TOP OF ROOTBALL SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE ROOT FLARE SHALL BE EXPOSED; MULCH SHOULD NOT BE WITHIN 4" OF TREE TRUNK PLACE BALL ON SUBSOIL. REMOVE AND DISCARD BURLAP EXCEPT UNDER BALL. REMOVE ALL SYNTHETIC SOIL WRAPPING MATERIALS (TREATED BURLAP, NYLON TWINE, WIRE BASKETS, ETC.) AND DISCARD EXCAVATE SUBSOIL AS REQUIRED TO PLACE ROOTBALL TO PROPER ELEVATION. PLACE ROOTBALL DIRECTLY ON SUBSOIL EXCAVATE HOLE TO DIAMETER 3X WIDER THAN ROOTBALL. BACKFILL HOLE WITH PLANTING SOIL MIX AS SPECIFIED BARK MULCH, AS SPECIFIED FREE DRAINING UNDISTURBED OR COMPACTED SUBGRADE 1/4" = 1'4'FOR ALL FALL PLANTING, WRAP TRUNK AT 2ND LOWERS BRANCH. REMOVE SPECIFIED TREE WRAP THE FOLLOWING SPRING BARK MULCH SAUCER L-010.1.5 EVERGREEN TREE PLANTING TRUDELL CONSULTING ENGINEERS LAST REVISED 12/29/2020 12" LENGTH SET BY HEIGHT OF ROOTBALL 3 1 2" SHREDDED BARK MULCH, AS SPECIFIED (HOLD MULCH OFF ROOT FLARE) 2"X2"X10' FIR STAKES , STAINED BLACK; 3 PER TREE EQUALLY SPACED AROUND ROOT BALL; ALL POSTS SHALL BE PLUMB AND HAVE SAME HEIGHT ABOVE FINISH GRADE. GUY WIRE SHALL BE NEW PLIABLE ANNEALED GALVANIZED SOFT STEEL WIRE OF NO. TEN(10) GAUGE SIZE. ENCASE WIRE AROUND TRUNK IN TWO-PLY, BLACK, REINFORCED RUBBER GARDEN HOSE TREE SHALL BE PLANTED WITH TOP OF ROOTBALL BEARING THE SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE. TREE SHALL BE PLUMB AFTER SETTLEMENT 4'PLANTING SOIL MIX ROLL BURLAP BACK FROM TOP 1/3 OF ROOTBALL BEFORE BACKFILLING. UNTIE ROPE FROM TRUNK FREE DRAINING SCARIFIED SUBGRADE 1/2" = 1' L-020.1.5 SHRUB PLANTING LAST REVISED 11/02/2021TRUDELL CONSULTING ENGINEERS12" MIN.PLACE SHRUBS PERPENDICULAR TO GRADE CURB 2" BARK MULCH: PULL MULCH AWAY FROM BASE OF SHRUB, HOLD TOP OF SETTLED MULCH 1" BELOW CURB PLANTING SOIL MIX THROUGHOUT ENTIRE PLANTING AREA FINISH GRADE PLACE ROOTBALL ON COMPACTED SUBGRADE FREE DRAINING SCARIFIED UNDISTURBED SUBGRADE 1" = 1' REMOVE TOP HALF OF WIRE CAGE AND REMOVE BURLAP FROM ROOTBALL PERENNIAL GRASSES TRUDELL CONSULTING ENGINEERS12"SEE LANDSCAPE PLAN FOR SPACING SEE LANDSCAPE PLAN FOR SPACING HERBACEOUS PLANT, TYP. EDGE OF PAVEMENT OR EDGE OF PLANTING BED PERENNIAL/ORNAMENTAL GRASS, PLACE CROWN ABOVE MULCH, SPACE AS SHOWN ON PLANT LIST BARK MULCH, SEE SPECS PLANTING SOIL MIX FREE DRAINING UNDISTURBED SUBGRADE OR COMPACTED LOAM FILL. PERCOLATION REQUIREMENTS FOR SUBSOIL PER PLANTING SOIL SPECIFICATIONS L-030.1.4LAST REVISED 03/10/2022 040.1.1 LAWN SEEDING LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS NOTE: ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE6"SEED AS SPECIFIED PLANTING SOIL MIX, (ROLLED THICKNESS) FREE DRAINING, SCARIFIED SUBGRADE 1" = 1' 040.1.2 SEEDING ON SLOPES TRUDELL CONSULTING ENGINEERS LAST REVISED 02/11/2020 NOTES: 1.ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. TEMPORARY OR PERMANENT SEEDING SHALL 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 OF GRASS/VEGETATION PRIOR TO GROUND FREEZING. SEED SHALL BE IN ACCORDANCE WITH SEE SPECIFICATIONS ON THIS SHEET AND SHALL BE APPLIED PER MANUFACTURERS RECOMMENDATIONS. 6.COVER SEED WITH 1/4" SOIL UNLESS A HYDROSEEDER IS USED. 2:1 M A X . S L O P E 4" PLANTING SOIL MIX, ROLLED THICKNESS, SEE SPECIFICATIONS SEED MIX AND EROSION CONTROL MATTING, SEE CIVIL DRAWINGS FOR EROSION CONTROL DETAILS AND SPECIFICATIONS FREE DRAINING UNDISTURBED OR COMPACTED SUBGRADE L-030.1.3 GROUNDCOVER LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS12" MIN.GROUNDCOVER 2" BARK MULCH PLANTING SOIL MIX FREE DRAINING, SCARIFIED SUBGRADE 1" = 1' L-020.1.3 SHRUB ON SLOPE TRUDELL CONSULTING ENGINEERS LAST REVISED 11/02/202112" MIN.12" MIN. 1-1/2'' DEPTH MULCH OR SEED, SEE PLANTING PLAN SLOPE LINE SHRUB PLANTING, INSTALL PLUMB PLACE PLANT 2" ABOVE SURROUNDING GRADE 2" BARK MULCH (PULL BACK AWAY FROM BASE OF SHRUB) PLANTING SOIL AS SPECIFIED INDIVIDUALLY EXCAVATE SHRUB BED TO REQUIRED DEPTH AND BACKFILL WITH SPECIFIED SOIL MIX UNDISTURBED SUBSOIL 1" = 1' 2:1 M A X REMOVE TOP HALF OF WIRE CAGE AND REMOVE BURLAP FROM ROOTBALL LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS STONE DRIP EDGE L 060.1.5 12"1'EDGE OF ROOF LINEVARIES NOTE: 1.INSTALL DRIP EDGE BASED ON LAYOUT PROVIDED IN THE LANDSCAPE PLANS BUILDING EDGE 3-4" MINUS GRANITE DRIP EDGE, INSTALL FLUSH WITH SURROUNDING GRADE COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT STEEL EDGING PAINTED BLACK MANUFACTURER: BORDER CONCEPTS EDGING: BORDER KING STAKES: 24" LONG CONTRACTOR TO PROVIDE SUBMITTALS FOR REVIEW AND APPROVAL COMPACTED SUBGRADE 1/2" = 1' Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. Site Details LA-2.1 01/20/2023 22-523 EKT CMJ LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 1 05/15/2023 LETStaff Comments PARCEL ID: 1540-00760 SPAN: 600-188-10694 PRODUCT INFORMATION DESCRIPTION: STANDARD CIRCULAR-YF MANUFACTURER: SITECRAFT MODEL: STANDARD CIRCULAR-YF CONTACT INFO: NAME: SITECRAFT WEBSITE: site-craft.com/furniture/standard-circular-yf/ PHONE: 800-937-0203 OR APPROVED EQUAL CURVED BENCH NTS SCULPTURE NTS PRODUCT INFORMATION DESCRIPTION: STANDARD CIRCULAR-YF MANUFACTURER: SITECRAFT MODEL: STANDARD CIRCULAR-YF CONTACT INFO: NAME: SITECRAFT WEBSITE: site-craft.com/furniture/standard-circular-yf/ PHONE: 800-937-0203 OR APPROVED EQUAL CURVED BENCH-WALL CAP NTS WOOD SHALL BE TOP GRADE, NORTHERN WHITE CEDAR OR APPROVED EQUAL. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. OR APPROVED EQUAL WOOD PRIVACY FENCE NTS PRODUCT INFORMATION: DESCRIPTION: STAINLESS STEEL GULLS MANUFACTURER: DALE ROGER MODEL: GULLS CONTACT INFO: NAME: Dale Roger WEBSITE: https://dalerogersstudio.com/gulls/ PHONE: 978-621-7826 OR EQUAL DDDDDDOH OH OH SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SB SB SB SB SB SBSBSBSB SBSBSBSBSBSBSBSBSBSB1-STORY BUILDING 1-STORY BUILDING SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET D D D D D D D D DDD D D 1-STORY BUILDINGWWWWWWWWWWWW W W W W W W W W W UPUPUPUPUPUGUGUG UGD D W W W W WWWWWWWWSSSSSSSSSSSUP UP UPUPA A A A A A A A AB B B B B B B B B B C B B B B B B B MULTIFAMILY RESIDENTIAL 27 DU MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FINANCIAL INSTITUTION A A D E E E A F F E E E E Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP ROF ESSIONAL E N G INEERL ICEN S E DJENNIFER ANN DESA U T E LSSTA TE O F VER M ONTField Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. Lighting Plan LI-01 Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PARCEL ID: 1540-00760 SPAN: 600-188-10694 01/20/2023 1" = 20' 22-523 PJM CMJ JAD LUMINAIRE SCHEDULE SYMBOL LABEL QTY CATALOG NUMBER DESCRIPTION LAMP A 30 white LEDs B LED NOTES: 1.AREA LIGHT AS SHOWN FOR PERMITTING AND INSTALLATION PURPOSES. BUILDING-MOUNTED FIXTURES ARE SHOWN FOR PERMITTING PURPOSES ONLY. REFER TO ARCHITECTURAL PLANS FOR LIGHTING INSTALLATION. 2.DISCREPANCIES BETWEEN THIS SHEET AND OTHER CIVIL, ELECTRICAL, OR ARCHITECTURAL PLANS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO INSTALLATION. 3.QUANTITIES AND CATALOG NUMBER SHOWN IN TABLE SHOULD BE VERIFIED BY ELECTRIC CONTRACTOR PRIOR TO ORDERING. 4.POLE-MOUNTED FIXTURES TO BE SET WITH A 17-FT MOUNT HEIGHT ABOVE GROUND ELEVATION. 5.BUILDING-MOUNTED FIXTURES TO BE SET PER ARCHITECTURAL PLANS. 18 12 C LED1 Site Light MANUFACTURER Galleon Wall Luminaire - Type IV 1 COOPER LIGHTING SOULTIONS McGRAW-EDISON (FORMERLY EATON) WAC Lighting Landscape Forms LE330-T4-HO-CLR WS-W5516 A111914 GWC-SA1C-730-U-SL 4 PREFERRED FINISH GRADE POSITION 4 1/2"3'-0" MIN.FINISH GRADE POSITION WHEN REQUIRED BY LOCAL CODE 3/4" x 25" x 3" HOT-DIPPED GALVANIZED STEEL THREADED ANCHOR BOLTS AS REQD. FOR MIN. FROST DEPTHAS REQD. FORMIN. FROSTDEPTHVERIFYW/ LOCALCODER1/2" COMPLY WITH A.C.I. MIN. CONCRETE COVER REQUIREMENTS AREA LIGHT FIXTURE POLE AND BASE SHROUD ASSEMBLY- REFER TO LIGHT FIXTURE SCHEDULE 1'-4" MIN.VERIFY WITHCONCRETE COVERREQUIREMENTSR5 1/ 2" CONCRETE POST BASE ANCHOR BOLT POSITIONS SECTION PLAN AREA LIGHT FIXTURE POLE AND BASE SHROUD ASSEMBLY- REFER TO LIGHT FIXTURE SCHEDULE UNDISTURBED SOIL OR ENGINEERED COMPACTED FILL AS REQUIRED CONDUITS FOR ELECTRICAL CIRCUITING AND GROUND ROD- REFER TO ELECTRICAL DRAWINGS AND FIXTURE SPECIFICATIONS FOR SIZES AND POSITIONS HAND HOLE HT. OF CONC. POST BASE TO BE 3'-0" ABOVE FIN. GRADE WHERE LOCATED WITHIN 24" OF PARKING SPACES IN CLIMATE ZONES 5-7 AT OFF-PREMISES ATM PROJECTS, PROVIDE A 1" SEAL-TITE CONDUIT FROM SECURITY EQUIP. LOCATION AREA LIGHT POLE BASE Architectural Wall Light - Twilight D N/A1 E LED7Chase Building CanopyFORMA LIGHTING BULLET 127 - RECESSED C-LITE C-CP-C-SQ-3L-40K-XXX 3499BB12-804032 ATM Canopy F LED2Pureform Bollard - Type VGardco Signify PBL-14-L-100-NW-G2 1 02/09/2023 JADPlan Revisions 12 05/15/2023 AADStaff Comments NORTHRabideau Architects 550 Hinesburg Road Suite 101 South Burlington. VT 05403 802 863 0222 Rabideau-Architects.com DRAWING INDEXARCHITECTURAL SYMBOLS 214 A B 12 CL 2 5 12 102.5' A 107 TITLE LINE DWG. NO. SHEET NO. DWG. NAME ELEVATION NO. SHEET NO. SECTION NO. SHEET NO. ELEVATION SECTION MARKER DETAIL MARKER DOOR NUMBER WINDOW TYPE REFERENCE GRID CENTER LINE ROOM NUMBER ELEVATION TAG SPOT ELEVATION PARTITION TYPE ROOF SLOPE INDICATION REVISION NORTH ARROW CHANGE IN ELEVATION1" DN.7/17/2023 10:57:02 AMMIXED-USE BUILDING SOUTH BURLINGTON, VERMONT BOURNE PROPERTIES ARCHITECTURAL SHEET LIST SHEET #SHEET NAME A101 FIRST FLOOR PLAN A102 SECOND FLOOR PLAN A103 ROOF PLAN A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A501 WALL SECTION 'A' A901 3D VIEWS UNIT COUNT BREAKDOWN NAME UNIT TYPE AREA COUNT TWO BEDROOM - INCLUSIONARY TYPE 'A'965.78 SF 1 TWO BEDROOM TYPE 'B'991.97 SF 1 ONE BEDROOM TYPE 'C'819.62 SF 1 TOTAL # OF UNITS 3 REVISIONS No.Description Date D PRELIMINARY / FINAL PLAT SUBMISSION 01/20/2023 1 COORDINATION SET 01/25/2023 E PRELIMINARY / FINAL PLAT SUBMISSION - SIGNS REMOVED 02/07/2023 2 SIDING AND FLOOR TYPE REVISIONS 02/20/2023 F REVISED PER STAFF COMMENTS 03/06/2023 1 1 A A D D 2 2 3 3 LEASE SPACE # 2 2010 SQUARE FEET B B 4 4 LEASE SPACE # 1 903 SQUARE FEET C C 19' - 4"13' - 8"34' - 0" 67' - 0" 5 1/2" 25' - 7" 5 1/2" 3' - 8 1/2" 3 1/2" 2' - 6" 5 1/2" 33' - 1" 5 1/2" 19' - 4"13' - 8"34' - 0" 67' - 0" BIKE STORAGE 104 47' - 0"1' - 0"45' - 0"1' - 0"5 1/2"46' - 1"5 1/2"4' - 4 1/2"9' - 4"9' - 4"9' - 4"9' - 4"4' - 4 1/2"5 1/2" 18' - 5" 5 1/2" 13' - 8" 5 1/2" 33' - 1" 5 1/2" 3' - 2 1/2"6' - 0"6' - 0"3' - 2 1/2" TOILET 107 MAIN ENTRY 3' - 2 1/2"12' - 0"3' - 2 1/2" 1' - 3 1/2" 4' - 0"1' - 5"2' - 5"14' - 1 1/2"14' - 1 1/2"2' - 5" 2' - 5"12' - 4"3' - 7"12' - 4"2' - 5"3' - 6"6' - 8"3' - 6"3' - 3"13' - 0"13' - 7"13' - 0"3' - 3"5 1/2"46' - 1"5 1/2"1' - 0"45' - 0"1' - 0"47' - 0"1' - 0"3' - 1"3' - 2 1/2" VALVE CLOSET 105 18' - 5" 8" 47' - 0" 4' - 2 1/4"8"42' - 1 3/4" 1' - 5 1/4" 8" 6' - 6" 5 1/2" 33' - 1"1' - 0"4' - 1"5 1/2"19' - 9 1/2"5 1/2"7' - 6"5 1/2"11' - 4"1' - 0"1' - 0"11' - 4"5 1/2"7' - 6"5 1/2"15' - 0 1/2"5 1/2"6' - 0 1/2"3 1/2"2' - 6"1' - 0"8"4' - 1"7 1 1 1 1 1 3 1 347 7 7 7 7 7 7 7 7 7 101 105 102 103 104 A A A A A B A B B B G J K L JH 108 1 A460 1 A501 1 A502 RESIDENTIAL STAIR 103 1 A503 1 A504 1 A301 1 A301 107106 12' - 2 1/2" 5 1/2" 5' - 9"5' - 9" 5 1/2" 40' - 9 1/2" 7 A420 5 5 5 5 5 5 TOILET 106 M 101 102 NORTH RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 1/4" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - SMALL BUILDING - 03-03-23_allen@rabideau-architects.com.rvtA101FIRST FLOOR PLANMIXED-USE BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES10/27/22 1/4" = 1'-0"1 FIRST FLOOR PLAN REVISIONSNo.DescriptionDateD PRELIMINARY / FINAL PLAT SUBMISSION01/20/20231 COORDINATION SET01/25/2023E PRELIMINARY / FINAL PLAT SUBMISSION - SIGNS REMOVED02/07/20232 SIDING AND FLOOR TYPE REVISIONS02/20/2023F REVISED PER STAFF COMMENTS03/06/2023 1 1 A A D D 2 2 3 3 B B 4 4 C C 67' - 0" 19' - 4"13' - 8"34' - 0" 6' - 4 1/2"5' - 8"2' - 0"4' - 1" 67' - 0" 19' - 4"13' - 8"34' - 0"47' - 0"1' - 0"45' - 0"1' - 0"2-BEDROOM UNIT - INCLUSIONARY 201 1-BEDROOM UNIT 203 2-BEDROOM UNIT 202 MECHANICAL 202 47' - 0"8' - 7"7' - 11 1/2"3' - 11"3' - 9"8' - 7" 3' - 6"1' - 10"4' - 2 1/2"4' - 0"1' - 10 1/2"6' - 2"2' - 11 1/2"2' - 11"6' - 2"4' - 2 1/2"5 1/2"12' - 1 1/8"3 1/2"12' - 1 7/8"8"6' - 1"3 1/2"14' - 6"5 1/2"6' - 6 1/2"5' - 6 5/8"6' - 6 1/2"7' - 11 1/2"1' - 0"45' - 0"1' - 0"3' - 8"4' - 6"3' - 4 1/2"1' - 7 1/2"7' - 5"2' - 11"18' - 5"8"6' - 7 1/2"1' - 11" 5 1/2" 1' - 0" 5 1/2" 1 A501 1 A502 1 A503 1' - 9 1/2"3' - 6" 1 A504 CORRIDOR / STAIR 2015' - 11 1/2"3 1/2"4' - 1"12' - 1" 3 1/2" 1' - 8 1/2" 3 1/2" 4' - 0 1/2"1' - 11"2' - 2"3' - 3 1/2"2' - 11 1/2"7' - 4 1/2" 5 1/2" 3' - 3" EQ EQ3' - 10"3 1/2"1' - 10 1/2"5 1/2"1' - 10"3 1/2"2' - 0"3 1/2"13' - 9 1/2"EQEQEQEQEQEQ24' - 6 1/2"12' - 5"3 1/2"5' - 2"3 1/2"2' - 1"3 1/2"4' - 0"1' - 10" 5 1/2" 5' - 0 5/8" 3 1/2" 2' - 0 5/8" 3 1/2" 3' - 11 3/4" 3 1/2" 3' - 10" 3 1/2" 6' - 10 1/2" 2' - 0 3/4"1' - 11"1' - 0"10' - 0" 5 1/2" 7' - 4 3/4" 3 1/2" 3' - 11 3/4" 3 1/2" 3' - 8" 5 1/2" 3' - 3 1/2" 3 1/2" 3' - 3 1/2" 3 1/2" 4' - 0" EQ EQ EQ EQ 4' - 11 1/2"1' - 11"3 1/2"2' - 7"3 1/2"5' - 11"1' - 11"4' - 0"EQ EQ 11' - 2"3 1/2"4' - 10"3 1/2"3' - 8"3 1/2"2' - 11"1' - 11"EQEQ4' - 9 1/4" 3 1/2" 3' - 8" 3 1/2" 10' - 7 3/4" 3 1/2" 3' - 11 1/2" EQ EQ EQ EQ 1' - 11"2' - 0 1/2"10' - 3"1' - 11"3 1/2" 2' - 8" 3 1/2" 3' - 5" 3 1/2" 5' - 8"3' - 4 5/8"3 1/2"17' - 2 3/8"2' - 0"3 1/2"2' - 4"2' - 8"2' - 1"1' - 11"1' - 11"2' - 11"8' - 6 1/2"10' - 2"5 1/2"20' - 8 1/2"5 1/2"12' - 3 1/2"10' - 4 1/2" 3 1/2" 3' - 5" 3 1/2" 4' - 0 1/2"8"5' - 1 1/2" BEDROOM BEDROOM W.I.C. HALL CLOSETLAUNDRYCLOSETBATH LAUNDRY KITCHEN COATS BEDROOM BEDROOM W.I.C. HALL BATH HALL LINEN COATS PANTRY COATS LAUNDRYKITCHEN BATH W.I.C. BEDROOM LIVING / DINING LIVING / DINING LIVING / DINING KITCHEN D D D D D E E DDDDD DD G G C U4 U3 U2 U2 U2 U2 U1B U9 U4 U4 U1B U4 U3 U2 U4 201 U4 U8 U1A U3 U7 U5 U5 U6 CD CD CD SD SD SD SD SD SD SD SD SD FE FEFE FE 1 A301 1 A301 7 7 7 77 4 4 4 4 4 4 4 4 5 44 5 6 4 4 1 2 1 2 2 2 4 2 4 4 4 1 4 4 4 4 4 4 5 4 4 4 4 4 4 4 4 4 4 4 4 2 A460 ROOF HATCH ABOVE ROOF ACCESS LADDER A420 A420 A420 3 4 5 6 1 2 U4 4LINEN 3' - 9"1' - 11" 1' - 4"1' - 4"12' - 2"3 1/2"2' - 0 1/2"3 1/2" 9' - 0" U6 3' - 0"9 1/2"3 1/2"5' - 0"5 1/2" 18' - 5" 5 1/2" 5' - 4"8"2' - 1" 3 1/2" 5' - 3 1/2" 5 1/2" 8' - 2 1/2" 3 1/2" 11' - 0" 3 1/2" 13' - 3 1/2" 5 1/2" 3' - 2 1/2"6' - 0"6' - 0"3' - 2 1/2" DCD4' - 4 1/2"5' - 4 1/2"5 1/2"10' - 6"3 1/2"10' - 4"3 1/2"5' - 0"3 1/2"8 1/2"5 1/2"8' - 2"3 1/2"9' - 9"5 1/2"4' - 4 1/2"6' - 1 1/2"C C 5 1/2" 14' - 0 1/2" 3 1/2" 4' - 1" 5 1/2" 8' - 9" 5 1/2" 4' - 5 1/2" 5 1/2" 20' - 5 1/2" 3 1/2" 12' - 4" 5 1/2"6' - 0"3 1/2"4' - 2 1/2"4' - 1"1' - 11"SYMBOL LEGEND PHOTOELECTRIC-ONLY SMOKE ALARMS ARE REQUIRED TO BE INSTALLED IN ALL SLEEPING ROOMS, OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE SLEEPING ROOMS AND ON EACH LEVEL OF A DWELLING, INCLUDING THE BASEMENT. ALARMS MUST BE HARD-WIRED INTO THE HOME ELECTRICAL SYSTEM, AND MUST ALSO HAVE A BATTERY BACKUP. ALL SMOKE ALARMS SHALL BE INTERCONNECTED; IF ONE SOUNDS AN ALARM, THEY ALL SOUND AN ALARM. MOUNT SMOKE ALARMS ON FLAT CEILING NO CLOSER THAN 4" FROM THE ADJOINING WALL SURFACE. MOUNT SMOKE ALARMS ON WALLS NO CLOSER THAN 4", AND NOT FURTHER THAN 12" FROM THE ADJOINING CEILING SURFACE. DO NOT INSTALL A SMOKE ALARM WITHIN 36" OF A CEILING SUSPENDED FAN, A SUPPLY REGISTER, THE DOOR TO THE BATHROOM OR KITCHEN. COMBINATION PHOTOELECTRIC SMOKE AND CARBON MONOXIDE (CO) ALARMS ARE ACCEPTABLE FOR NEW INSTALLATIONS OR REPLACEMENTS. COMBINATION SMOKE ALARMS THAT INCLUDE IONIZATION AND PHOTOELECTRIC SENSORS IN THE SAME ALARM ARE NOT PERMITTED. PER 2015, VERMONT FIRE & BUILDING SAFETY CODE: NFPA 1, 13.6.3.1.1.4 PORTABLE FIRE EXTINGUISHERS INSIDE INDIVIDUAL APARTMENT OR CONDO UNITS SHALL BE PERMITTED TO BE 2-1/2 POUND DRY CHEMICAL CAPACITY. CARBON MONOXIDE (C0) DETECTORS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS FOR ALL MULTI-FAMILY DWELLINGS. AN ADDITIONAL CO DETECTOR SHALL BE INSTALLED IN ANY SLEEPING ROOM THAT CONTAINS A FUEL-BURNING APPLIANCE. CO DETECTORS TO BE INSTALLED IN ACCORDANCE WITH NFPA 720. CO DETECTORS SHALL BE DIRECTLY WIRED TO A NON-DEDICATED ELECTRICAL BRANCH CIRCUIT FOR THE BUILDING WITH BATTERY BACK-UP. FE SD CD GENERAL NOTES: 1.ORIENTATION OF DWELLING UNITS MAY VARY. SEE OVERALL FLOOR PLANS FOR ACTUAL LOCATIONS AND ORIENTATIONS. 2.AT WALLS BETWEEN ADJACENT ROOMS, ELECTRICAL OUTLET LOCATIONS, INCLUDING TV AND TELEPHONE OUTLETS, SHALL BE OFFSET 6" MIN. HORIZONTALLY FOR INSTALLATION. BACK TO BACK OUTLETS ARE NOT ALLOWED. (SEE DETAIL). 3.VERIFY TUB AND SHOWER SIZES PRIOR TO FRAMING SURROUNDING WALLS. NOTE THAT GYPSUM BOARD MUST BE CONTINUOUS BEHIND TUBS AND SHOWERS THAT ARE LOCATED ADJACENT TO RATED WALLS. 4.SEE SHEET A802 FOR REQUIREMENTS FOR USABLE KITCHENS AND USABLE BATHROOMS. 5.WALL BLOCKING MUST BE INSTALLED IN WALL LOCATIONS INDICATED BY THIS HATCH:SEE SHEET A802 FOR DIMENSIONAL REQUIREMENTS. FAIR HOUSING - ADAPTABLE NOTES: REFER TO A802 FOR FULL FAIR HOUSING GUIDELINES ADAPTABLE -A COMBINATION OF ACCESSIBLE AND ADAPTABLE ELEMENTS FOR MULTI-FAMILY DWELLING UNITS INCLUDING: 1.AT LEAST ONE BUILDING ENTRANCE ON AN ACCESSIBLE ROUTE. 2.THE PUBLIC AND COMMON USE AREAS ARE READILY ACCESSIBLE TO AND ARE USEABLE BY PEOPLE WITH DISABILITIES. 3.USABLE DOORS THAT ARE AT LEAST 34" WIDE PROVIDING A CLEAR OPENING OF AT LEAST 32", AND A THRESHOLD NOT GREATER THAN ½", TO ALLOW PASSAGE INTO AND WITHIN ALL DWELLING UNITS. 4.A ROUTE INTO AND THROUGH SINGLE STORY DWELLING UNITS, OR THROUGH THE PRIMARY LEVEL OF MULTI- STORY DWELLINGS UNITS, 36" WIDE, WITH 32" DOORWAYS AND LACKING ABRUPT CHANGES IN FLOOR SURFACE OR ELEVATION, SO THAT RESIDENTS AND GUESTS WITH DISABILITIES CAN SAFELY USE ALL ROOMS AND SPACES EXCEPT A BASEMENT AND GARAGE AND EITHER A RAISED OR SUNKEN AREA. THE ROUTE SHALL BE CONTINUOUS THROUGHOUT THE DWELLING UNIT AND NOT BE INTERRUPTED BY THE RAISED OR SUNKEN AREA. NO PART OF A KITCHEN OR BATHROOM MAY BE LOCATED IN A RAISED OR SUNKEN AREA UNLESS AN ACCESSIBLE ROUTE IS PROVIDED FOR THAT AREA. THE PRIMARY LEVEL OF MULTI-STORY DWELLINGS UNITS SHALL CONTAIN A USABLE BATHROOM OR POWDER ROOM. 5.LIGHT SWITCHES, ELECTRICAL OUTLETS AND ENVIRONMENTAL CONTROLS INCLUDING THERMOSTATS FOR HEATING, AIR-CONDITIONING AND VENTILATION SYSTEMS SHALL BE LOCATED WITHIN 15" TO 48" OFF THE FLOOR FOR FRONT REACH LIMITS AND 9" TO 54" FOR SIDE REACH LIMITS. 6.REINFORCEMENTS IN BATHROOM WALLS TO ALLOW LATER INSTALLATION OF GRAB BARS AROUND THE TOILET, TUB, SHOWER STALL AND SHOWER SEAT, WHERE SUCH FACILITIES ARE PROVIDED. 7.USEABLE KITCHENS AND BATHROOMS, DESIGNED SUCH THAT AN INDIVIDUAL IN A WHEELCHAIR CAN MANEUVER ABOUT THE SPACE, IN ACCORDANCE WITH THE MANDATORY PROVISIONS OF THE FAIR HOUSING ACT DESIGN MANUAL CHAPTER 7. NORTH RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE: 1/4" = 1'-0"E:\revit files\2208 - BOURNES TEXACO - SMALL BUILDING - 03-03-23_allen@rabideau-architects.com.rvtA102SECOND FLOOR PLANMIXED-USE BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES10/27/22 1/4" = 1'-0"1 SECOND FLOOR PLAN REVISIONSNo.DescriptionDateD PRELIMINARY / FINAL PLAT SUBMISSION01/20/20231 COORDINATION SET01/25/2023E PRELIMINARY / FINAL PLAT SUBMISSION - SIGNS REMOVED02/07/20232 SIDING AND FLOOR TYPE REVISIONS02/20/2023F REVISED PER STAFF COMMENTS03/06/2023 1 1 A A D D 2 2 3 3 B B 4 4 C C 1 A501 1 A502 1 A503 1 A504 8 A710 2 A103 TYP.1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12" PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE. PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE. 60 MIL. TPO MEMBRANE ROOFING SYSTEM. 'RHINOBOND' SYSTEM OR APPROVED EQUAL. 60 MIL. TPO MEMBRANE ROOFING SYSTEM. 'RHINOBOND' SYSTEM OR APPROVED EQUAL. 60 MIL. TPO MEMBRANE ROOFING SYSTEM. 'RHINOBOND' SYSTEM OR APPROVED EQUAL. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. EXTEND ROOF MEMBRANE UP WALL 18" MIN. AND SEAL TO WALL SHEATHING. EXTERIOR WEATHER BARRIER TO OVERLAP ROOF MEMBRANE A MIN. OF 6". TAPE AND SEAL ALL SEAMS. APPLY 'BITUTHANE' ICE AND WATER SHIELD UP SIDEWALLS OF ADJACENT WALLS A MIN OF 2'-0" VERTICALLY (WHERE ALLOWED) AND ALONG ROOF SURFACE A MIN. OF 2'-0" HORIZONTALLY. REDUNDANT ROOF DRAIN REQUIRED PER SECTION 1108.2 OF THE INTERNATIONAL PLUMBING CODE. REDUNDANT DRAIN SHALL DISCHARGE IN ACCORDANCE WITH SECTION 1108.2 OF THE IPC. (PROVIDE MODEL #Z165 BY 'ZURN' OR APPROVED EQUAL. PROVIDE 'BILCO E-50TB" INSULATED ROOF HATCH, OR APPROVED EQUAL EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. 1 A301 1 A301 PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE. PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. SOLAR READY ZONE (SHOWN SHADED) 1,516 SF 53% OF TOTAL ROOF AREA ROOF DRAIN PROVIDE 6" MIN . INSULATION AT ROOF DRAINS AND SLOPE TO ROOF EDGE AS REQUIRED TO PROVIDE POSITIVE DRAINAGE AT A PITCH OF 1/4" PER FOOT (MIN.) SEE SECTIONS FOR REQUIRED AVERAGE R- VALUE. TAPERED POLYISOCYANURATE RIGID INSULATION @ ROOF DRAIN SPRAY FOAM INSULATION @ UNDERSIDE OF ROOF DRAINS, PROVIDE R-20 MIN. (TYP.) SLOPE DOWN, ± 1/4 IN/FT ROOF EDGEH.P. SLOPE DOWN, ± 1/4 IN/FT ROOF EDGEH.P. SLOPE DOWN, ± 1/4 IN/FT MINIMUN6"SUMP AROUND DRAIN 2' - 0" TYPICAL SEE HORIZONTAL ASSEMBLIES FOR ROOF CONSTRUCTION DETAILS. ROOF NOTES: 1.ROOF MEMBRANE SHALL BE 60 MIL. SINGLE PLY TPO FASTENED WITH RHINO-BOND SYSTEM. COLOR TO BE GRAY. 2.SHEET METAL COPING/GRAVEL STOP SHALL BE PRE-FINISHED ALUMINUM, 20 GAUGE. COLOR AS SELECTED BE ARCHITECT. 3.ROOF DRAINAGE AND WALK-WAY PADS WITHIN THE ROOF-TOP EQUIP. SPACE SHALL BE DETERMINED BASED ON LAYOUT OF MECHANICAL EQUIPMENT. 4.SECONDARY (EMERGENCY OVERFLOW) DRAINS ARE REQUIRED IN ACCORDANCE WITH SECTION 1108.2 OF THE INTERNATIONAL PLUMBING CODE. 5.SLOPE 1/4" PER FOOT MIN. IS REQUIRED TO PROVIDE POSITIVE DRAINAGE TO ROOF DRAINS. 6.AVERAGE ROOF INSULATION VALUE TO BE R-44 MIN. PROVIDE MINIMUM 6" THICK AT ALL ROOF DRAIN LOCATIONS. NORTH RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE:As indicatedE:\revit files\2208 - BOURNES TEXACO - SMALL BUILDING - 03-03-23_allen@rabideau-architects.com.rvtA103ROOF PLANMIXED-USE BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES10/27/22REVISIONSNo.DescriptionDateC REVISED PER CIVIL COORDINATION12/16/2022D PRELIMINARY / FINAL PLAT SUBMISSION01/20/20231 COORDINATION SET01/25/20232 SIDING AND FLOOR TYPE REVISIONS02/20/2023G SOLAR ZONE ADDED03/23/20231/4" = 1'-0"1 ROOF PLAN 1 1/2" = 1'-0"2 ROOF DRAIN DETAIL SECOND FLOOR223'-4" FIRST FLOOR212'-0" 1 ROOF DECK233'-0" 2 3 4 E-2 E-3 E-4 E-4 E-5 E-6 E-7 E-8 E-10 E-11 E-13 E-12 E-13 E-12 E-13 AVERAGE PRE-CONSTRUCTION GRADE (211 FEET) 1 A503 L-1 L-1L-1 E-1 E-9 BUILDING HEIGHT26' - 8"FACADE LENGTH 67' - 0" GLAZING 3' - 0" GLAZING 4' - 0" GLAZING 3' - 0" GLAZING 3' - 0" GLAZING 3' - 0" GLAZING 12' - 4" GLAZING 12' - 4" SECOND FLOOR223'-4" FIRST FLOOR212'-0" A ROOF DECK233'-0" D BC E-3 E-4 E-6E-6 E-7 E-8 E-11 E-11 E-13 E-12 E-13 1 A504 1 A301 E-4 POSSIBLE OPAQUE GLAZING LOCATIONS (SHOWN SHADED) FACADE LENGTH GLAZING LENGTH GLAZING PERCENTAGE PRIMARY FACADE GLAZING 67'-0"40'-8"61%RabideauArchitects550 Hinesburg RoadSuite 101South Burlington. VT 05403802 863 0222Rabideau-Architects.com© 2013 Rabideau Architects, INC.SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SCALE:As indicatedE:\revit files\2208 - BOURNES TEXACO - SMALL BUILDING - 03-03-23_allen@rabideau-architects.com.rvtA201EXTERIOR ELEVATIONSMIXED-USE BUILDINGSOUTH BURLINGTON, VERMONT2208BOURNE PROPERTIES10/27/22 1/4" = 1'-0"1 WEST ELEVATION 1/4" = 1'-0"2 SOUTH ELEVATION EXTERIOR MATERIAL LEGEND E-1 SIDING TYPE ONE - METAL PANEL SIDING. 'ATAS' STERRACORE WALL PANEL, ORIENTATION AS SHOWN. COLOR: CHARCOAL GREY. BID ALTERNATE: 'HARDIE' PANEL SIDING. COLOR: IRON GRAY E-2 SIDING TYPE TWO - METAL PANEL SIDING. 'METALSPAN' DESIGNER SERIES 16" FLUTED, VERTICAL ORIENTATION. COLOR: TERRACOTTA E-3 SIDING TYPE THREE - METAL PANEL SIDING. 'ATAS' STERRACORE WALL PANEL, ORIENTATION AS SHOWN. COLOR: DOVE GREY. BID ALTERNATE: 'HARDIE' PANEL SIDING. COLOR: PEARL GRAY E-4 SIDING TYPE FOUR- COURSED GRANITE. COLOR AS SELECTED. E-5 ENTRY DOOR - SEE DOOR SCHEDULE FOR SIZE AND MATERIAL. DOORS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK E-6 STOREFRONT -PROVIDE SYSTEM AND COMPONENTS WITH THERMALLY BROKEN FRAME AND INSULATED GLASS. STOREFRONT MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK. ( SEE WINDOW SCHEDULE ) E-7 WINDOWS - FIBERGLASS OR COMPOSITE. WINDOWS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK. ( SEE WINDOW SCHEDULE ) E-8 WINDOW TRIM: 5/4" x 4" 'HARDIE TRIM' FIBER CEMENT BOARDS. COLOR AS SELECTED. E-9 GRANITE SILL COURSE. COLOR AS SELECTED E-10 STEEL TRIM - C CHANNEL IN SIZES INDICATED. COLOR: BLACK E-11 ENTRY CANOPY - STEEL AND GLASS ENTRY CANOPY E-12 TRIM - 5/4" 'HARDIE TRIM' FIBER CEMENT BOARDS IN SIZES INDICATED. (SEE SECTIONS) COLOR AS SELECTED E-13 PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK L-1 EXTERIOR WALL MOUNTED LIGHTING FIXTURE. 'TWILIGHT' BY MODERM FORMS. MODEL NUMBER WS-W5516-BK. BLACK FINISH.REVISIONSNo.DescriptionDateD PRELIMINARY / FINAL PLAT SUBMISSION01/20/20231 COORDINATION SET01/25/2023E PRELIMINARY / FINAL PLAT SUBMISSION - SIGNS REMOVED02/07/20232 SIDING AND FLOOR TYPE REVISIONS02/20/2023F REVISED PER STAFF COMMENTS03/06/2023TRANSPARENT GLAZING SCHEDULE TOTAL GLAZING OPENING - TRANSPARENT OPENING - OPAQUE TRANSPARENT GLAZING PERCENTAGE 1426.00 SF 1081.00 SF 345.00 SF 76%