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Home My WebLink AboutSP-23-001 - Plans - Record - 1660 Williston Roadproject name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.276412/16/2022 9:06:26AMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_front building.rvtHO HUM MOTEL21-1452 JRP JLG 12/16/22 COVER SHEET A0.0 Enter address here- CHAMPLAIN HOUSING TRUST HO HUM MOTEL CONVERSION 1660 Williston Rd South Burlington, VT 05403 Owner Champlain Housing Trust 88 King St Burlington, VT 05401 P: (802) 862-6244 E: Javier.Garcia@champlainhousingtrust.org Contact: Javier Garcia Architect Scott + Partners, Inc. 7 Carmichael St, Suite 102 Essex, VT 05452 P: (802) 879-5153 E: joel@scottpartners.com Contact: Joel Page, AIA Civil Engineer Civil Engineering Associates 10 Mansfield View Lane South Burlington, VT 05403 P: (802) 864-2323 E: dmarshall@cea-vt.com Contact: David Marshall Mechanical / Electrical Engineer Pearson & Associates a division of DuBois & King, Inc. 75 North Main Street Waterbury, VT 05656 P: (802) 882-8789 E: alan.g@pearsonandassociates.com david.a@pearsonandassociates.com Contact: Alan Gould (electrical) David Andersen (mechanical) PROJECT LOCATION: GENERAL A0.0 COVER SHEET DRAWINGS: No Date Revisions REVISED SITE PLAN APPLICATION REVISED SITE PLAN APPLICATION SET 12/16/22 CIVIL C1.0 EXISTING CONDITIONS PLAN C2.0 PROPOSED CONDITIONS PLAN C3.0 SITE DETAILS C4.0 LANDSCAPE REFERENCES AND DETAILS ARCHITECTURAL A1.0 DEMOLITION PLANS - FRONT BUILDING A1.1 DEMOLITION PLANS - BACK BUILDING A2.0 FLOOR PLANS - FRONT BUILDING A2.1 FLOOR PLANS - BACK BUILDING A3.0 EXTERIOR ELEVATIONS - FRONT BUILDING A3.1 EXTERIOR ELEVATIONS - FRONT BUILDING A3.2 EXTERIOR ELEVATIONS - BACK BUILDING UP UP ROOM 13 ROOM 12 ROOM 11 ROOM 22 LAUNDRY STORAGE ROOM 14 ROOM 15 ROOM 16 ROOM 17 ROOM 18 ROOM 19 ROOM 20 ROOM 21 HALLWAY VESTIBULEOFFICE ROOM 23 ROOM 24 ROOM 25 ROOM 26 REMOVE DISHWASHER NOTE: REMOVE ALL FURNITURE DN PRESERVE EXISTING STAIR TO BASEMENT 1 1 4 1 1 2 2 4 1 1 2 5 3 3 3 3 33333333 3 3 3 1 1 1a 3 1a 1a 1a 1a 1a 2 1a CREATE OR ENLARGE FLOOR OPENING FOR CRAWL SPACE ACCESS LADDER DEMO OPENING IN EXT WALL FOR NEW DOOR TO BASEMENT ACCESS DEMO OPENING IN EXT WALL FOR NEW DOOR TO BASEMENT ACCESS CREATE OR ENLARGE FLOOR OPENING FOR CRAWL SPACE ACCESS LADDER DEMO FLOOR OPENING FOR CRAWL SPACE ACCESS DEMO EXISTING EQUIPMENT, SHELVING, ETC. 2 2 CRAWL SPACE CRAWL SPACE MECHANICAL 3 EXISTING STAIR CRAWL SPACE DEMOLITION LEGEND DEMOLISH WINDOW DEMOLISH KITCHEN CABINETS, COUTERTOP AND APPLIANCES, PRESERVE PLUMBING ROUGH IN 4 5 DEMOLISH STAIR 1 DEMOLISH WALL 2 DEMOLISH DOOR AND FRAME 3 DEMOLISH BATHROOM FIXTURE PRESERVE PLUMBING ROUGH IN 2a DEMOLISH DOOR AND FRAME, ENLARGE OPENING, COORD W/ PLAN 1a DEMOLISH OPENING IN WALL FOR NEW DOOR AND FRAME, COORD W/ PLAN 3a DEMOLISH BATHROOM FIXTURE RECONFIGURE PLUMBING ROUGH IN PER KITCHEN LAYOUT 6 5 1 1a 5a project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.2764As indicated 12/16/2022 9:06:29AMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_front building.rvtHO HUM MOTEL21-1452 JRP JLG 12/16/22 DEMOLITION PLANS -FRONT BUILDING A1.0 Enter address here- 1/8" = 1'-0"1 EXISTING FIRST FLOOR PLAN 1/16" = 1'-0"2 EXISTING BASEMENT PLAN No Date Revisions 1/8" = 1'-0"3 ALTERNATE DEMO PLAN FOR UNITS 1,2,5 & 6 REVISED SITE PLAN APPLICATION SET 12/16/22 UP UP GUEST RM GUEST RMGUEST RM ACCESSIBLE GUEST RM GUEST RM GUEST RM GUEST RM GUEST RM ACCESSIBLE GUEST RM MECHANICAL LAUNDRY 2a 1a 1a NOTE: DEMO ALL BATHROOM FIXTURES, PRESERVE PLUMBING ROUGH-IN UNO. TYPICAL 2a 1a 1a EXIST RAMP DOWN 1 1 1a 1 2 NOTE: REMOVE ALL FURNITURE 2a DN DN STORAGE GUEST RMGUEST RMGUEST RMGUEST RM GUEST RM GUEST RM GUEST RM GUEST RM STORAGE 2 3 3 NOTE: DEMO ALL BATHROOM FIXTURES, PRESERVE PLUMBING ROUGH-IN UNO. TYPICAL 33 1a 1 1a 1a 1a 1a NOTE: REMOVE ALL FURNITURE DEMOLITION LEGEND 1 DEMOLISH WALL 2 DEMOLISH DOOR AND FRAME 3 DEMOLISH BATHROOM FIXTURE PRESERVE PLUMBING ROUGH IN 2a DEMOLISH DOOR AND FRAME, ENLARGE OPENING, COORD W/ PLAN 1a DEMOLISH OPENING IN WALL FOR NEW DOOR AND FRAME, COORD W/ PLAN 3a DEMOLISH BATHROOM FIXTURE RECONFIGURE PLUMBING ROUGH IN PER KITCHEN LAYOUT 1 1a 3 3a 1 21a 1a 1 3 3a 2a project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.27641/8" = 1'-0"12/15/2022 4:36:35PMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_back building.rvtHO HUM MOTEL21-1452 JRP JLG 12/16/22 DEMOLITION PLANS -BACK BUILDING A1.1 Enter address here- 1/8" = 1'-0"1 FIRST FLOOR DEMOLITION PLAN 1/8" = 1'-0"2 SECOND FLOOR DEMOLITION PLAN No Date Revisions 1/8" = 1'-0"3 ALTERNATE DEMO PLAN FOR UNITS 12,14,16,17,19 & 20 1/8" = 1'-0"4 ALTERNATE DEMOLITION PLAN FOR UNITS 11 & 15 REVISED SITE PLAN APPLICATION SET 12/16/22 REF.REF.REF.REF.REF.REF.REF.REF.REF. REF.REF.A3.13 A3.0 A3.1 2 1 A3.03 A3.0 2 APT #3 1-BR UNIT 370 SF APT #2 1-BR UNIT 574 SF APT #4 1-BR UNIT 535 SF APT #5 1-BR UNIT 405 SF APT #1 2-BR UNIT 800 SF APT #8 1-BR UNIT 370 SFAPT #6 1-BR UNIT 405 SF APT #7 1-BR UNIT 520 SF CRAWL SPACE ACCESS STAIR APT #9 1-BR UNIT 405 SF APT #10 1-BR UNIT 405 SF BASEMENT ACCESS BUILDING FOOTPRINT = 5,620 SF BUILDING STORAGE REPLACE ALL BATHROOM FIXTURES & ACCESSORIES, TYP. REPLACE EXISTING KITCHEN CABINETS, COUNTERS & APPLIANCES, TYPICAL A8.2 8 A8.2 13 A8.3 5 A8.2 8 A8.2 8 PROVIDE 4' - 4" (VIF) OF NEW BASE AND WALL CABINETS, AND COUNTERTOP PROVIDE NEW 2'-0" BASE CABINET WHERE DISHWASHER WAS REMOVED, MATCH EXISTING A8.2 8 OPPHOPPHA8.2 8A8.2 13 OPPH FE FE FE FE FE FE A8.0 5 FE FE A8.2 8 OPPH 102105 106 107 109110FE FE 104 A8.0 1 A8.0 3 A8.0 5 A8.2 8 A8.2 8 A8.2 8 A8.0 1 A8.2 8 A8.2 8 OPPH A8.2 8 OPPH A8.2 8 A8.0 3 A8.0 3 OPPH OPPH A8.2 8 OPPH A8.0 1 A8.0 1 OPPH INFILL WALLS WHERE DOORS AND FRAMES WERE DEMOLISHED, MATCH EXISTING, ADJACENT, 1 HR RATED CONSTRUCTION. INFILL OPENING, MATCH EXISTING, ADJACENT, 1 HR RATED CONSTRUCTION IN-FILL EXISTING FLOOR OPENING TO MATCH EXISTING ADJACENT CONSTRUCTION, TYPICAL CRAWL SPACE ACCESS 002 003 GENERAL NOTE: ASSUMED EXISTING FIRE RATED BARRIER- ENSURE COMPLETENESS OF BARRIER. WALLS MUST EXTEND TO UNDERSIDE OF DECKING, OR WALLS MUST CONNECT TO A RATED CEILING ASSEMBLY, WITH FIRE CAULKING ALONG ALL PERIMETER EDGES, PENETRATIONS, ETC.... CRAWL SPACE ACCESS PROVIDE WALL & DOOR TO ENCLOSE 2ND BEDROOM 001 INFILL WALL -MATCH EXISTING ADJACENT A8.3 10 001a101OFFICE 001 2 1 1 1 TYP. UNO 1 1 1 4 A3.0 CRAWL SPACE SLAB ON GRADE MECHANICAL / ELECTRICAL BASEMENT FOOTPRINT = 890 SF CRAWL SPACE CRAWL SPACE CRAWL SPACE CRAWL SPACE ACCESS CRAWL SPACE ACCESS CRAWL SPACE ACCESS PROVIDE VAPOR BARRIER OVER GROUND & UP INTERIOR FACE OF FROST WALLS - SEE SCHEMATIC SECTION ON A3.0 PROVIDE SPRAY FOAM ALONG RIM JOISTS, TYPICAL - SEE SCHEMATIC SECTION ON A3.0 1' 5'10' 20'40' SCALE: 1/8" = 1' -0" A8.0 3 OPPH A8.2 8 NEW 34"x80" DOORS VERTICAL BIKE STORAGE RACKS, 4 BIKE CAPACITY EACH -B.O.D: GLOBAL INDUSTRIES MODEL T9F670513, LOCKABLEMIN13' - 6"MIN5' - 0"PROVIDE INSULATED DOOR IN EXISTING R.O. PROVIDE INSULATED DOOR IN EXISTING R.O. PROVIDE WINDOW IN EXISTING R.O. PROVIDE WINDOW IN EXISTING R.O. BIKE STORAGE BUILDING STORAGE PROVIDE BLOCKING FOR BIKE RACKS 004 005 project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.2764As indicated 12/16/2022 9:06:30AMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_front building.rvtHO HUM MOTEL21-1452 JRP JLG 12/16/22 FLOOR PLANS - FRONT BUILDING A2.0 Enter address here- 1/8" = 1'-0"1 PROPOSED FIRST FLOOR PLAN 1/16" = 1'-0"2 PROPOSED BASEMENT PLAN No Date Revisions 1/8" = 1'-0"3 ALTERNATE PLAN FOR UNITS 1,2,5 & 6 1/8" = 1'-0"4 GARAGE PLAN REVISED SITE PLAN APPLICATION SET 12/16/22 WDWDWDREF.REF.REF. REF. REF.REF.REF. REF. REF.REF.REF.REF.APT #15 ACCESSIBLE 1-BR UNIT 580 SF APT #14 1-BR UNIT 580 SF MECHANICAL APT #13 1-BR UNIT 290 SF APT #12 1-BR UNIT 585 SF LAUNDRY UP UP APT #11 ACCESSIBLE 1-BR UNIT 580 SF EXIST RAMP DOWN REPLACE ALL BATHROOM FIXTURES & ACCESSORIES, TYP. A8.4 1 A8.4 1 A8.4 6 A8.4 6 OPPH A8.4 12 A8.4 6 NEW 36" ENTRY DOOR SLOPE DN 1:20SLOPE TOP FLUSH W/ WALKWAY EXISTING SLOPE DN4' - 0" EXISTING CONCRETE WALKWAY EXISTING SLOPE DN EXISTING STEP DOWN 4' - 0"SLOPE DN 1:20115a 115b114a 111a 112a A8 0 3 A8.4 6 A8.4 6 OPPH OPPH A8.4 6 A8.4 6 OPPH A8.1 1 A8 0 3 OPPH 002 111b A8 0 3 113aOPPH A8.1 1 OPPH TOP LANDING FLUSH W/ WALKWAY BOTTOM FLUSH W/ PAVEMENT BOTTOM FLUSH W/ PAVEMENT NEW SLOPED WALKWAY NEW SLOPED WALKWAY GENERAL NOTE: ASSUMED EXISTING FIRE RATED BARRIER- ENSURE COMPLETENESS OF BARRIER. WALLS MUST EXTEND TO UNDERSIDE OF DECKING, OR WALLS MUST CONNECT TO A RATED CEILING ASSEMBLY, WITH FIRE CAULKING ALONG ALL PERIMETER EDGES, PENETRATIONS, ETC.... CRAWL SPACE ACCESS STAIR 5 A3.2 2 TYP UNO ONE SIDED PARTITIONS AT SHOWERS APT #20 1-BR UNIT 630 SF STORAGE APT #19 1-BR UNIT 630 SF APT #17 1-BR UNIT 630 SF STORAGE APT #16 1-BR UNIT 630 SF DN DN REPLACE ALL BATHROOM FIXTURES & ACCESSORIES, TYP. A8.4 6 OPPH A8.4 6 A8.4 6 OPP A8.4 6 A8.4 6 A8.4 6 OPPH A8.4 6 A8.1 3 A8.4 6 OPP OPPH A8.4 6 A8.4 6 APT #18 1-BR UNIT 770 SF 216a 217a 218a 219a 220a A8.1 3 OPPH A8.1 3 OPPH A8.1 3 A8.1 3 OPPH 5 A3.2 A8.1 3 NEW 34" x 80" TYPE 2 DOORS NEW BATHROOM FIXTURES & ACCESSORIES INFILL BETWEEN EXISTING WALLS TO MATCH CONNECT NEW SINK TO RECONFIGURED EXISTING PLUMBING A8.4 6 SIMILAR A8.1 1 A8.4 1 OPPH NEW 36" x 80" TYPE 2 DOORS NEW BATHROOM FIXTURES & ACCESSORIES CONNECT NEW SINK TO RECONFIGURED EXISTING PLUMBING SLAB ON GRADE SLAB ON GRADE CRAWL SPACE CRAWL SPACE CRAWL SPACE ACCESS STAIR PROVIDE VAPOR BARRIER OVER GROUND & UP INTERIOR FACE OF FROST WALLS - SEE SCHEMATIC SECTION ON A3.1 PROVIDE SPRAY FOAM ALONG RIM JOISTS, TYPICAL - SEE SCHEMATIC SECTION ON A3.1 project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.2764As indicated 12/15/2022 4:36:36PMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_back building.rvtHO HUM MOTEL21-1452 JRP JLG 12/16/22 FLOOR PLANS - BACK BUILDING A2.1 Enter address here- 1/8" = 1'-0"1 FIRST FLOOR PLAN - PROPOSED 1/8" = 1'-0"2 SECOND FLOOR PLAN - PROPOSED No Date Revisions 1/8" = 1'-0"4 ALTERNATE PLAN FOR UNITS 12,14,16,17,19 & 20 1/8" = 1'-0"3 ALTERNATE PLAN FOR UNITS 11 & 15 1/16" = 1'-0"5 CRAWL SPACE PLAN REVISED SITE PLAN APPLICATION SET 12/16/22 FIRST FLOOR 0" BASEMENT -8' -0" EXISTING EXTERIOR WALLS, ROOF, DOORS AND WINDOWS TO REMAIN, UNO, TYPICAL 4 A3.0 FIRST FLOOR 0" BASEMENT -8' -0" INFLL SIDING AT REMOVED DOOR DOOR & SIDELIGHTS WHERE EXISTING DOUBLE DOOR REMOVED LOWER FIRST FLOOR -1' -2" A3.0 4 FIRST FLOOR 0" FIRST FLOOR 0" PROVIDE SPRAY FOAM ALONG RIM JOISTS, TYPICAL PROVIDE VAPOR BARRIER OVER GROUND & UP INTERIOR FACE OF FROST WALLS EXISTING CEILING EXISTING ORIGINAL ROOF FRAMING EXISTING ROOF OVERBUILD EXISTING CAVITY INSULATION PROVIDE BLOWN-IN CELLULOSE INSULATION project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.27641/8" = 1'-0"12/16/2022 9:06:31AMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_front building.rvtHO HUM MOTEL21-1452 JRP JLG 12/16/22 EXTERIOR ELEVATIONS - FRONT BUILDING A3.0 Enter address here- 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"3 EAST ELEVATION 1 1/8" = 1'-0"2 WEST ELEVATION 1 No Date Revisions 1/8" = 1'-0"4 SCHEMATIC SECTION REVISED SITE PLAN APPLICATION SET 12/16/22 FIRST FLOOR 0" ROOF 9' -4" EXISTING EXTERIOR WALLS, ROOF, DOORS AND WINDOWS TO REMAIN, UNO, TYPICAL 4 A3.0 FIRST FLOOR 0" ROOF 9' -4" BASEMENT -8' -0" ACCESS DOOR TO BASEMENT CRAWL SPACE FIRST FLOOR 0" ROOF 9' -4" BASEMENT -8' -0" ACCESS DOOR TO BASEMENT CRAWL SPACE project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.27641/8" = 1'-0"12/16/2022 9:06:32AMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_front building.rvtHO HUM MOTEL21-1452 JRP JLG 12/16/22 EXTERIOR ELEVATIONS - FRONT BUILDING A3.1 Enter address here- 1/8" = 1'-0"1 NORTH ELEVATION 1/8" = 1'-0"2 WEST ELEVATION 2 1/8" = 1'-0"3 EAST ELEVATION 2 No Date Revisions REVISED SITE PLAN APPLICATION SET 12/16/22 FIRST FLOOR 0" SECOND FLOOR 10' -0" ROOF 19' -0" 5 A3.2 INFILL SIDING WHERE DOOR REMOVED -MATCH ADJACENT FIRST FLOOR 0" SECOND FLOOR 10' -0" ROOF 19' -0" REPLACE ENTRY DOOR TO NEW LAUNDRY ROOM FIRST FLOOR 0" SECOND FLOOR 10' -0" ROOF 19' -0" EXISTING EXTERIOR WALLS, ROOF, DOORS AND WINDOWS TO REMAIN, UNO, TYPICAL 5 A3.2 FIRST FLOOR 0" SECOND FLOOR 10' -0" ROOF 19' -0" PROVIDE VAPOR BARRIER OVER GROUND & UP INTERIOR FACE OF FROST WALLS PROVIDE SPRAY FOAM ALONG RIM JOISTS, TYPICAL PROVIDE SPRAY FOAM INSULATION AT FLOOR CAVITY, TYP AT OVERHANGING FLOORS BLOWN-IN CELLULOSE INSULATION (R-60) EXISTING WALL INSULATION TO REMAIN project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF802.872.27641/8" = 1'-0"12/15/2022 4:36:39PMS:\1-S+P-Projects\4-MULTI-FAMILY-HOUSING\CHT - Ho Hum Motel\Drawings\Revit\Ho Hum Motel_back building.rvtHO HUM MOTEL21-1452 JRP JLG 12/16/22 ELEVATIONS AND BUILDING SECTION - BACK BUILDING A3.2 Enter address here- 1/8" = 1'-0"3 North 1/8" = 1'-0"1 East 1/8" = 1'-0"2 South 1/8" = 1'-0"4 West No Date Revisions 1/8" = 1'-0"5 BUILDING SECTION CRAWL SPACE REVISED SITE PLAN APPLICATION SET 12/16/22 T T ET C E TC E TC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETCETCOE OE ETCETCETCETCETCETC ETC T T T T T T T T T T T T CATCH BASIN RIM = 325.2 AIRP O R T R O A D WILLISTON ROAD TO LO G W O O D S T. - > <- TO MILLS AVE. TO KENNEDY DR. -> EXIST. MOTEL BLDG. EXIST. MOTEL BLDG. EXIST. STORAGE EXIST . OFF ICE BLDG . MOOSE LODGE OFFICEPAVED PAVED PAVED PAVEDPAVEDPAVED (3 ) A /C UN ITS FENCE PALI S S A D E F E N C E STOCKAD E F E N C E CHAIN LIN K VIN Y L F E N C E CHAIN L INK STOCKADE FENCEFENCES ST ST ST ST ST ST S GOVERHANGOVERHANGOVERHANG OVERHANGT CATCH BASIN RIM = 326.1 CATCH BASIN RIM = 329.7 CATCH BASIN RIM = 329.0 SEWER MANHOLE RIM = 329.0 SEWER MANHOLE RIM = 326.5 G G G G G G G GGGG GATE GATE GATE FENCE FENCEBOLLARD (TYP.) ALUMINUM THRESHOLD EL.= 330.5 ALUMINUM THRESHOLD EL.= 330.5 ALUMINUM THRESHOLD EL.= 330.6 CATCH BASIN CATCH BASIN RIM = 328.426" PINE 42" OAK 24" OAK 36" OAK 32" OAK ALUMINUM THRESHOLD EL.= 331.6 BALCONY / O V E R H A N G BALCONY / OVERHANG ALUMINUM THRESHOLD EL.= 331.7 F.F.E.CONC. = 331.0 F.F.E.CONC. = 331.0 159'± 227'±153'± 313'±143'±CEDAR HEDGE ROW CEDAR HEDGE ROWSIGNPLANTERPLANTER CEDARS GAS METER 24" PINE GAS METER ALUMINUM THRESHOLD EL.= 331.7 8" SPRUCE 10" SPRUCE ELEC. METER ELEC. METER TEL. PED. UTILITY CABINET PLANTER OVERHANG ALUMINUM THRESHOLD EL.= 330.6 CONC. SIDEWALK CONC. SI D E W A L K ELEC. OUTLET WITH POST LIGHT WITH POSTGATECONC. WALK BELOW CONC. WALK BELOW FENC E CEDAR S CONC. n/f NFI VERMONT INC. CHAMPLAIN HOUSING TRUST, INC. n/f J. ROCK n/f S. GOLDSMITH TRUST G. ROSE TRUST n/f M. TUCO n/f 1636 WILLISTON ROAD LLC. n/f MPH SOUTH BURLINGTON PROPERTIES LLC. n/f 1633 WILLISTON LLC.n/f MCLEAN PROPERTIES LLC. n/f SUDO 7 LLC. ZONING: RESIDEN T I A L 4 COMMER C I A L 1 - R E S I D E N T I A L 1 2 COMMERCIAL 1 - RESIDENTIAL 12COMMERCIAL 1 - RESIDENTIAL 12COMMERCIAL 1 - RES IDENT IAL 12COMMERCIAL 1 - RES IDENT IAL 12 331 331 330330330 330 330 330 329329329 329 3293 2 9 3 2 9 3 2 9 329 329 328 328 328 328 328 327 327 327 327 326 326 326 + 329.7± DSM DSM MAB 1" = 20' 22141 C1.0 04/29/2022 LOCATION MAP 1" = 2000' CHAMPLAIN HOUSING TRUST, INC. 1660 WILLISTON ROAD SOUTH BURLINGTON VERMONT 05403 "HO HUM MOTEL" PROPERTY EXISTING CONDITIONS PLAN A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com 1660 WILLISTON ROAD SOUTH BURLINGTON, VT NOTES 1.UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE (888-344-7233) PRIOR TO ANY CONSTRUCTION. 2.PROPERTY LINE INFORMATION IS APPROXIMATE AND BASED ON EXISTING TAX MAP INFORMATION. THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE. MONUMENTATION RECOVERED IS CONSISTENT WITH RECORDED DOCUMENTS. 3.SITE INFORMATION IS BASED ON A FIELD SURVEY PERFORMED BY CIVIL ENGINEERING ASSOCIATES, INC APRIL 2022. CIVIL ENGINEERING ASSOCIATES, INC. SURVEY ORIENTATION IS "GRID NORTH", VERMONT COORDINATE SYSTEM OF 1983 (HORIZONTAL) AND NAVD88 (VERTICAL) ESTABLISHED FROM GPS OBSERVATIONS ON SITE. 4.ALL OTHER SITE INFORMATION IS BASED UPON ORTHOMETRIC PHOTOGRAPHY. 116 2 LEGEND E G ST S T W EXISTING CONTOUR EXISTING CURB EXISTING FENCE EXISTING PAVEMENT EXISTING ELECTRIC EXISTING GAS EXISTING STORM EXISTING GRAVITY SEWER EXISTING TELEPHONE EXISTING WATER EXISTING SEWER MANHOLE EXISTING STORM MANHOLE EXISTING CATCH BASIN EXISTING HYDRANT EXISTING SHUT OFF EXISTING UTILITY POLE EXISTING LIGHT POLE EXISTING GUY WIRE/POLE EXISTING SIGN EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE EDGE OF BRUSH/WOODS APPROXIMATE SETBACK LINE APPROXIMATE PROPERTY LINE IRON ROD/PIPE FOUND S D PROJECT LOCATION T EXISTING TELEPHONE MANHOLE ZONING REQUIREMENTS: COVERAGE CATEGORY LOT BUILDING ZONING EXISTING SETBACK ZONING DISTRICT: COMMERCIAL 1 / RESIDENTIAL 12 * FRONT YARD 15'± PARCEL - MULTIFAMILY SIDE YARD REAR YARD 40% 60% 30' 10' 30' LOT COVERAGE 17.4% 57.3% 13'± 10'± * RESIDENTIAL 12 ZONING REGULATIONS UTILIZED 3,500 S.F / UNIT (MAX. 12 UNITS PER AC.) 57,279 S.F. (12 UNITS)P:\AutoCADD Projects\2022\22141-Champlain Housing Trust\1-CADD Files-22141\dwg\22141 - Site.dwg, 12/15/2022 9:58:03 AM, DWG To PDF.pc3 T T E T C E TC E TC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETC ETCETCOE OE ETCETCETCETCETCETC T T T T T T T T T T T T CATCH BASIN RIM = 325.2 AIRP O R T R O A D WILLISTON ROAD TO LO G W O O D S T. - > <- TO MILLS AVE. TO KENNEDY DR. -> EXIST. MOTEL BLDG. EXIST. MOTEL BLDG. EXIST. STORAGE EXIST . OFF ICE BLDG . MOOSE LODGE OFFICEPAVED PAVED PAVED PAVEDPAVEDPAVED (3 ) A /C UN ITS FENCE PALI S S A D E F E N C E STOCKAD E F E N C E CHAIN LI N K VIN Y L F E N C E CHAIN L INK STOCKADE FENCEFENCES ST ST ST ST ST ST S GOVERHANGOVERHANGOVERHANG OVERHANGT CATCH BASIN RIM = 326.1 CATCH BASIN RIM = 329.7 CATCH BASIN RIM = 329.0 SEWER MANHOLE RIM = 329.0 SEWER MANHOLE RIM = 326.5 G G G G G G G GGGG GATE GATE GATE FENCE FENCEBOLLARD (TYP.) ALUMINUM THRESHOLD EL.= 330.5 ALUMINUM THRESHOLD EL.= 330.5 ALUMINUM THRESHOLD EL.= 330.6 CATCH BASIN CATCH BASIN RIM = 328.426" PINE 42" OAK 24" OAK 36" OAK 32" OAK ALUMINUM THRESHOLD EL.= 331.6 BALCONY / O V E R H A N G BALCONY / OVERHANG ALUMINUM THRESHOLD EL.= 331.7 F.F.E.CONC. = 331.0 F.F.E.CONC. = 331.0 159'± 227'±153'± 313'±143'±CEDAR HEDGE ROW CEDAR HEDGE ROWSIGNPLANTERPLANTER CEDARS GAS METER 24" PINE GAS METER ALUMINUM THRESHOLD EL.= 331.7 8" SPRUCE 10" SPRUCE ELEC. METER ELEC. METER TEL. PED. UTILITY CABINET PLANTER OVERHANG ALUMINUM THRESHOLD EL.= 330.6 CONC. SIDEWALK CONC. SI D E W A L K ELEC. OUTLET WITH POST LIGHT WITH POSTGATECONC. WALK BELOW CONC. WALK BELOW FENC E CEDAR S CONC. n/f NFI VERMONT INC. CHAMPLAIN HOUSING TRUST, INC. n/f J. ROCK n/f S. GOLDSMITH TRUST G. ROSE TRUST n/f M. TUCO n/f 1636 WILLISTON ROAD LLC. n/f MPH SOUTH BURLINGTON PROPERTIES LLC. n/f 1633 WILLISTON LLC.n/f MCLEAN PROPERTIES LLC. n/f SUDO 7 LLC. ZONING: RESIDEN T I A L 4 COMMER C I A L 1 - R E S I D E N T I A L 1 2 COMMERCIAL 1 - RESIDENTIAL 12COMMERCIAL 1 - RESIDENTIAL 12COMMERCIAL 1 - RES IDENT IAL 12COMMERCIAL 1 - RES IDENT IAL 12 331 331 330330330 330 33 0 330 329329329 329 3293293 2 9 3 2 9 329 329 328 328 328 328 328 327 327 327 327 326 326 326 + 329.7± PROPOSED 10'x24' DUMPSTER / COMPOST ENCLOSURE SEE SHEET C3.0 PROPOSED SHORT TERM BIKE RACK EXPAND EX. CONC. PAD PROPOSED GAZEBO W/ PAD SEE DETAIL SHEET C4.0 PARKLET PROPOSED BENCHES SEE DETAIL SHEET C4.0 PROPOSED MAPLE PROPOSED HORNBEAM PROPOSED SERVICEBERRY PROPOSED SERVICEBERRY PROPOSED HORNBEAM EXISTING FENCE TO BE REMOVED EXISTING GATES AND FENCE TO BE REMOVED SNOW STORAGE AREA PROPOSED RAMP MAX. SLOPE 1:20 NEW CONC. LANDING ELEV. 330.92%EXISTING PARKING STRIPING TO BE REMOVED DSM DSM MAB 1" = 20' 22141 C2.0 04/29/2022 LOCATION MAP 1" = 2000' CHAMPLAIN HOUSING TRUST, INC. 1660 WILLISTON ROAD SOUTH BURLINGTON VERMONT 05403 "HO HUM MOTEL" PROPERTY PROPSOED CONDITIONS PLAN A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com 09/08/22 DSM REVISED PROPOSED SITE PLAN 1660 WILLISTON ROAD SOUTH BURLINGTON, VT 116 2 E EXISTING FENCE EXISTING PAVEMENT EXISTING ELECTRIC EXISTING WATER IRON ROD/PIPE FOUND PROJECT LOCATION LEGEND G ST S T W EXISTING CONTOUR EXISTING CURB EXISTING GAS EXISTING STORM EXISTING GRAVITY SEWER EXISTING TELEPHONE EXISTING SEWER MANHOLE EXISTING STORM MANHOLE EXISTING CATCH BASIN EXISTING HYDRANT EXISTING SHUT OFF EXISTING UTILITY POLE EXISTING LIGHT POLE EXISTING GUY WIRE/POLE EXISTING SIGN EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE EDGE OF BRUSH/WOODS APPROXIMATE SETBACK LINE APPROXIMATE PROPERTY LINE S D T EXISTING TELEPHONE MANHOLE ZONING REQUIREMENTS: COVERAGE CATEGORY LOT BUILDING ZONING EXISTING SETBACK ZONING DISTRICT: COMMERCIAL 1 / RESIDENTIAL 12 * FRONT YARD 15'± PARCEL - MULTIFAMILY SIDE YARD REAR YARD 40% 60% 30' 10' 30' LOT COVERAGE 17.4% 57.3% 13'± 10'± * RESIDENTIAL 12 ZONING REGULATIONS UTILIZED 3,500 S.F / UNIT (MAX. 12 UNITS PER AC.) 57,279 S.F. (12 UNITS) PROPOSED 15'± 17.6% 57.8% 13'± 10'± 57,279 S.F. (10 UNITS) 1.UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE (888-344-7233) PRIOR TO ANY CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATING FIRM TO LOCATE OWNER OWNED UNDERGROUND UTILITIES PRIOR TO START OF ANY EXCAVATION. 2.ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN SHALL BE REMOVED OR ABANDONED AS INDICATED ON THE PLANS OR DIRECTED BY THE ENGINEER. 3.THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS (WITH TIES) FOR ALL UNDERGROUND UTILITIES. THOSE PLANS SHALL BE SUBMITTED TO THE OWNER AT THE COMPLETION OF THE PROJECT. 4.THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS A DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION. 5.ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED. 6.MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE AND OPERABLE FACILITIES AND UTILITIES. 8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS AND MATERIALS INCORPORATED INTO THE SITE WORK. WORK SHALL NOT BEGIN ON ANY ITEM UNTIL SHOP DRAWING APPROVAL IS GRANTED. 9.IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS AND ANY LOCAL PUBLIC WORKS STANDARDS. 10.THE TOLERANCE FOR FINISH GRADES FOR ALL PAVEMENT, WALKWAYS AND LAWN AREAS SHALL BE 0.1 FEET. UNLESS NOTED OTHERWISE, ALL EXISTING MANHOLE COVERS, VALVES, CURB STOPS AND OTHER ITEMS TO REMAIN SHALL BE ADJUSTED TO THE NEW FINISH GRADE. 11.ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 12.THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN TOWN ROAD R.O.W. WITH TOWN AUTHORITIES. 13.THE CONTRACTOR SHALL INSTALL THE ELECTRICAL, CABLE AND TELEPHONE SERVICES IN ACCORDANCE WITH THE UTILITY COMPANIES REQUIREMENTS. 14.EXISTING PAVEMENT AND TREE STUMPS TO BE REMOVED SHALL BE DISPOSED OF AT AN APPROVED OFF-SITE LOCATION. ALL PAVEMENT CUTS SHALL BE MADE WITH A PAVEMENT SAW. 15.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 IN QUESTION. 16.PROPERTY LINE INFORMATION IS APPROXIMATE AND BASED ON EXISTING TAX MAP INFORMATION. THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE. 17.IF THE BUILDING IS TO BE SPRINKLERED, BACKFLOW PREVENTION SHALL BE PROVIDED IN ACCORDANCE WITH AWWA M14. THE SITE CONTRACTOR SHALL CONSTRUCT THE WATER LINE TO TWO FEET ABOVE THE FINISHED FLOOR. SEE MECHANICAL PLANS FOR RISER DETAIL. 18.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND INSPECTION SERVICES INDICATED IN THE CONTRACT DOCUMENTS, TYPICAL FOR CONCRETE AND SOIL TESTING. 19.THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELD ENGINEERING REQUIRED FOR COMPLETION OF THE PROJECT. CIVIL ENGINEERING ASSOCIATES WILL PROVIDE AN AUTOCAD FILE WHERE APPLICABLE. 20.THE OWNER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ANY AND ALL SAFETY FENCES OR RAILS ABOVE EXISTING AND PROPOSED WALLS. THE OWNER SHALL VERIFY LOCAL, STATE AND INSURANCE REQUIREMENT GUIDELINES FOR THE INSTALLATION AND VERIFY ANY AND ALL PERMITTING REQUIREMENTS. GENERAL NOTES 12/14/22 DSM REVISED PER CLIENT COMMENTS P:\AutoCADD Projects\2022\22141-Champlain Housing Trust\1-CADD Files-22141\dwg\22141 - Site.dwg, 12/15/2022 7:57:37 AM, DWG To PDF.pc3 DSM DSM MAB AS SHOWN 22141 C3.0 04/29/2022 LOCATION MAP 1" = 2000' CHAMPLAIN HOUSING TRUST, INC. 1660 WILLISTON ROAD SOUTH BURLINGTON VERMONT 05403 "HO HUM MOTEL" PROPERTY SITE DETAILS A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com 1660 WILLISTON ROAD SOUTH BURLINGTON, VT 116 2 PROJECT LOCATION REVISED 8/9/2015M-015aM-015a Bike rackOR APPROVED EQUAL 22"1 7/8"36"N.T.S. BIKE RACK (PARK-IT BIKE RACKS) REVISED 10/21/2019M-016M-016 BIKE RACK (PLAN VIEW)30"CL TO CL OF HOOP24" MIN.24" MIN.7.5'7.5'30" MIN.30" MIN. N.T.S. BIKE RACK (PLAN VIEW) CONC. PAD SEE BIKE RACK DETAIL PROJECT COORDINATION PART 1 - GENERAL 1.01 MEETINGS & PROJECT ACCESS A.The Owner shall be notified five (5) days prior to commencement of Work by the Contractor. B.The Contractor will coordinate with the Owner to arrange an on-site pre-construction meeting prior to commencement of any work. Job superintendents and subcontractors shall be included in this meeting. C.The Contractor will coordinate all phases of the Work, so as not to interfere with the normal work procedures in the area. D.The Contractor shall conduct his work in such a manner as to not interfere with or endanger work or traffic in areas adjacent to the construction area, except as permitted by the Owner. The Contractor shall so arrange his construction operations as to provide access for emergency vehicles and equipment to the work site at all times. 1.02 LABOR A.The Contractor and subcontractors will employ mechanics skilled in their respective trades. B.All labor will be performed in a neat and workmanlike manner. 1.03 PROTECTION OF PERSONS AND PROPERTY A.The Contractor shall be responsible for initiating, maintaining, and supervising all O.S.H.A. safety precautions in connection with the Work. B.Fire Protection: The Contractor shall take all necessary precautions to prevent fires adjacent to the Work and shall provide adequate facilities for extinguishing fires. The Contractor shall also prevent fires in project related buildings and shall prevent the spread of fires to areas outside the limits of the Work. C.Safety Precautions: Prior to commencement of Work, the Contractor shall be familiar with all safety regulations and practices applicable with construction operations. No additional payments will be made for equipment and procedures necessitated by these safety precautions. 1.04 CORRECTION OF WORK A.The Contractor shall promptly correct all Work rejected by the Owner as defective or as failing to conform to the Contract Documents. The Contractor shall bear all cost of correcting such rejected Work. 1.05 WEATHER CONDITIONS A.No Work shall be done when, in the opinion of the Owner, the weather is unsuitable. No concrete, earth backfill, embankment, or paving shall be placed upon frozen material. If there is delay or interruption in the Work due to weather conditions, the necessary precautions must be taken to bond new Work to old. B.Protection Against Water and Storm: The Contractor shall take all precautions to prevent damage to the Work by storms or by water entering the site of the Work directly or through the ground. In case of damage by storm or water, the Contractor, at his own expense, shall make repairs or replacements or rebuild such parts of the Work as the Engineer may require in order that the finished work may be completed as required by the Drawings and Specifications. 1.06 DISPOSAL OF DEBRIS A.All debris and excess materials, other than that which is authorized to be reused, become the property of the Contractor and shall be promptly removed from the property. The Contractor shall receive title to all debris and/or excess material. The Owner will not be responsible for any loss or damage to debris or excess material owned by the Contractor. 1.07 PROJECT LAYOUT A.The Contractor shall be responsible for providing all necessary survey staking. 1.Locate and protect control points before starting work on the site. 2.Preserve permanent reference points during progress of the Work. 3.Establish a minimum of two permanent benchmarks on the site, referenced to data established by survey control points. a.Record locations, with horizontal and vertical data, on Project Record Documents. 1.08 TESTING A.The Contractor is responsible for obtaining testing and inspection services. 24'-0" CONC. SLAB 23'-0"9'-0"4'-6"10'-0" CONC. SLAB9'-9"9'-9" 6" BOLLARD (TYP.)4"x6" P.T. POST (TYP.) 3'-6" 3'-6" TYP 2'-6" TYP 8'-0" OPENING 8'-0" OPENING 3'-0" OPENING FRONT ELEVATION 4"x6" P.T. POST (TYP.) FLUSH BOLTS SCREEN BOARD OR OTHER MAT'L. AS PER OWNERS REQUEST 6" CRUSHED GRAVEL AT BOTTOM OF POST CONCRETE FILL AROUND POST 6" CONCRETE PAD 8" CRUSHED GRAVEL 12" GALV. CARRIAGE BOLTS OR 34"x412" LONG GALV. LAG BOLTS BAR LATCH & BRACKETS W. PAD LOCK @ TOP LATCH4'-6"6"6"6'-0"HEAVY DUTY TEE HINGE, STANLEY #CD1291 OR APPROVED EQUAL 2"x6" P.T. GIRTS (TYP.) 5' SQ AREA NOT TO EXCEED 2% GRADE 5' DIA AREA NOT TO EXCEED 2% GRADE ACCESSIBILITY TURNAROUND DUMPSTER SLIDING ACCESS DOOR TO FACE ACCESSIBILITY AREA BETWEEN DUMPSTERS DUMPSTER ENCLOSURE - ADA N.T.S. 09/07/2022 PLAN M-010ADET-010A DUMPSTER09/08/22 DSM REVISED DETAILS CONFIRM AND COORDINATE FENCE AND GATE REQUIREMENTS WITH FENCE MANUFACTURER. DETAIL REFLECTS MINIMUM REQUIREMENTS FOR WOOD ENCLOSURE FENCE.P:\AutoCADD Projects\2022\22141-Champlain Housing Trust\1-CADD Files-22141\dwg\22141 - Site.dwg, 9/8/2022 9:13:46 AM, DWG To PDF.pc3 DSM DSM MAB NONE 22141 C4.0 04/29/2022 LOCATION MAP 1" = 2000' CHAMPLAIN HOUSING TRUST, INC. 1660 WILLISTON ROAD SOUTH BURLINGTON VERMONT 05403 "HO HUM MOTEL" PROPERTY LANDSCAPE REFERENCES AND DETAILS PROJECT LOCATION A C CIVIL ENGINEERING ASSOCIATES, INC. E 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com 1660 WILLISTON ROAD SOUTH BURLINGTON, VT 116 2 GAZABO LIKENESS PROPOSED PLANTINGS STEEL STAT OUTDOOR PARK BENCH LOCKABLE BIKE RACK N.T.S. GAZEBO PAD 12" 6" 1.5" MINUS CRUSED STONE BASE UNDISTURBED SOIL OR APPROVED COMPACTED GRANULAR FILL SEPARATION FABRIC 12" EDGE OF GAZEBO 09/08/22 DSM REVISED DETAILS P:\AutoCADD Projects\2022\22141-Champlain Housing Trust\1-CADD Files-22141\dwg\22141 - Site.dwg, 9/8/2022 9:14:08 AM, DWG To PDF.pc3