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Home My WebLink AboutSP-22-025 - Plans - Record - 1660 Williston Road7 CARMICHAEL ST. ESSEX JUNCTION, VT 05452 802.879.5153 802.872.2764 SCOTTPARTNERS.COM P: F: COVER SHEET 04/29/22 A1 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 A1 COVER SHEET CIVIL C1.0 EXISTING CONDITIONS PLAN C2.0 PROPOSED CONDITIONS PLAN C3.0 SITE DETAILS ARCHITECTURAL A2 DEMO PLANS - FRONT BUILDING A3 PROPOSED PLANS - FRONT BUILDING A4 PROPOSED ELEVATIONS - FRONT BUILDING A5 PROPOSED ELEVATIONS - FRONT BUILDING A6 DEMO PLANS - BACK BUILDING A7 PROPOSED PLAN - BACK BUILDING A8 PROPOSED ELEVATIONS - BACK BUILDING A9 PROPOSED ELEVATIONS - BACK BUILDING DRAWINGS: 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 PAVED PAVEDPAVED (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 18% 58% 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, C1.0, 4/29/2022 3:40:03 PM 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 PAVED PAVEDPAVED (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 RAMP MAX. SLOPE 1:12 PROPOSED STEP NEW CONC. LANDING ELEV. 330.6 2% PROPOSED 15'x18' DUMPSTER / COMPOST ENCLOSURE PROPOSED SHORT TERM BIKE RACK PROPOSED GAZEBO,REFER TO DWG C4.0 10'MIN . EXISTING GATES AND FENCE TO BE REMOVED PARKLET PROPOSED BENCHES, SEE DETAIL DWG C4.0 PROPOSED MAPLE PROPOSED HORNBEAM PROPOSED SERVICEBERRY PROPOSED SERVICEBERRY PROPOSED HORNBEAM EXISTING FENCE 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 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% 57.5% 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 P:\AutoCADD Projects\2022\22141-Champlain Housing Trust\1-CADD Files-22141\dwg\22141 - Site.dwg, C2.0, 6/15/2022 11:39:23 AM 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. DUMPSTER ENCLOSURE N.T.S. PLAN FRONT ELEVATION 17'-0" 16'-0" OPENING 14'-0"4'-8"15'-0" CONC. SLAB3'-0"4'-0"4'-0"4'-0"3'-0" 9'-0"9'-0" 6" BOLLARD (TYP.) 4"x6" P.T. POST (TYP.) 18'-0" CONC. SLAB 4"x6" P.T. POST (TYP.) FLUSH BOLTSBAR LATCH & BRACKETS W. PAD LOCK @ TOP LATCH4'-6"6"6"6'-0"HEAVY DUTY TEE HINGE, STANLEY #CD1291 OR APPROVED EQUAL 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 3 4"x412" LONG GALV. LAG BOLTS BAR LATCH & BRACKETS W. PAD LOCK @ TOP LATCH 2"x6" P.T. GIRTS (TYP.) REVISED 6/19/2020M-010BDET-010B DUMPSTER4'-6" OPENINGP:\AutoCADD Projects\2022\22141-Champlain Housing Trust\1-CADD Files-22141\dwg\22141 - Site.dwg, C3.0 DETAILS, 4/29/2022 4:14:41 PM 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 P:\AutoCADD Projects\2022\22141-Champlain Housing Trust\1-CADD Files-22141\dwg\22141 - Site.dwg, C4.0 DETAILS, 6/15/2022 10:13:26 AM UP UP A53 A5 2 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 VESITBULEOFFICE ROOM 23 ROOM 24 ROOM 25 ROOM 26A43 A4 2 CRAWL SPACE CRAWL SPACE 7 CARMICHAEL ST. ESSEX JUNCTION, VT 05452 802.879.5153 802.872.2764 SCOTTPARTNERS.COM P: F: HO HUM MOTEL DEMO PLANS -FRONT BUILDING 04/29/22 A2 1/8" = 1'-0"1 EXISTING FIRST FLOOR PLAN 1/8" = 1'-0"2 EXISTING BASEMENT PLAN REF.DWREF.REF. REF. REF. REF. REF.REF.REF.REF.UP A53 A4 A5 2 1 A43 A4 2 APT #8 1-BR UNIT 370 SF APT #9 1-BR UNIT 574 SF APT #7 1-BR UNIT 535 SF APT #6 1-BR UNIT 405 SF APT #10 1-BR UNIT 630 SF APT #3 1-BR UNIT 370 SF APT #5 1-BR UNIT 405 SF APT #4 1-BR UNIT 520 SF BLDNG STOR APT #2 1-BR UNIT 405 SF APT #1 1-BR UNIT 405 SF BASEMENT ACCESS OFFICE BUILDING FOOTPRINT = 5,620 SF 7' - 5"12' - 0"10' - 0"4' - 0"ADA RAMP UPMAX SLOPE 1:12UP NEW CONCRETE LANDING - ELEVATION FLUSH WITH FFE METAL RAILING REPLACE UNIT ENTRY DOORS TO BE 36" WIDE - WIDEN EXISTING OPENING, TYP. BICYCLE STORAGELOCKABLE VERTICAL BIKE RACKS (4 BIKE CAPACITY EA) BUILDING STORAGE REPLACE LIVING & BEDROOM WINDOWS WITH EGRESS WINDOWS - BASIS OF DESIGN: PAIR OF MARVIN ESSENTIAL 36"w x 42"h CASEMENT, TYP UNO REPLACE WINDOW W/ EGRESS WINDOW - BASIS OF DESIGN: MARVIN ESSENTIAL 30"w x 48"h CASEMENT REPLACE WINDOW W/ EGRESS WINDOW -BASIS OF DESIGN: MARVIN ESSENTIAL 30"w x 48"h CASEMENT REPLACE WINDOW W/ EGRESS WINDOW - BASIS OF DESIGN: MARVIN ESSENTIAL 30"w x 48"h CASEMENT 8' - 9"11' - 3"11' - 4"7' - 6"11' - 0"13' - 4 1/2"11' - 4" REPLACE UNIT BEDROOM & BATHROOM DOORS TO BE 34" WIDE MIN, TYP. REPLACE ALL BATHROOM FIXTURES & ACCESSORIES, TYP. REPLACE EXISTING KITCHEN CABINETS, COUNTERS & APPLIANCES (APARTMENTS 3&8) CRAWL SPACE CRAWL SPACE MECHANICAL / ELECTRICAL BASEMENT FOOTPRINT = 890 SF 7 CARMICHAEL ST. ESSEX JUNCTION, VT 05452 802.879.5153 802.872.2764 SCOTTPARTNERS.COM P: F: HO HUM MOTEL PROPOSED PLANS -FRONT BUILDING 04/29/22 A3 1/8" = 1'-0"1 PROPOSED FIRST FLOOR PLAN 1/8" = 1'-0"2 PROPOSED BASEMENT PLAN FIRST FLOOR 0' -0" ROOF 9' -4" BASEMENT -8' -0" REPLACE UNIT ENTRY DOORSREPLACE WINDOWS AT BEDROOMS & LIVING ROOMS RAMP, STAIR & LANDING AT OFFICE FIRST FLOOR 0' -0" ROOF 9' -4" BASEMENT -8' -0" ADD GUTTER OVER NEW RAMP & STAIR CONCRETE LANDING & STAIR METAL HANDRAILS WOOD FRAMED RAMP FIRST FLOOR 0' -0" ROOF 9' -4" BASEMENT -8' -0" 7 CARMICHAEL ST. ESSEX JUNCTION, VT 05452 802.879.5153 802.872.2764 SCOTTPARTNERS.COM P: F: HO HUM MOTEL PROPOSED ELEVATIONS -FRONT BUILDING 04/29/22 A4 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"3 EAST ELEVATION 1 1/8" = 1'-0"2 WEST ELEVATION 1 FIRST FLOOR 0' -0" ROOF 9' -4" FIRST FLOOR 0' -0" ROOF 9' -4" BASEMENT -8' -0" NEW DOOR AT BIKE STORAGE ROOM FIRST FLOOR 0' -0" ROOF 9' -4" BASEMENT -8' -0" 7 CARMICHAEL ST. ESSEX JUNCTION, VT 05452 802.879.5153 802.872.2764 SCOTTPARTNERS.COM P: F: HO HUM MOTEL PROPOSED ELEVATIONS -FRONT BUILDING 04/29/22 A5 1/8" = 1'-0"1 NORTH ELEVATION 1/8" = 1'-0"2 WEST ELEVATION 2 1/8" = 1'-0"3 EAST ELEVATION 2 UP UP GUEST RM GUEST RM GUEST RMGUEST RM ACCESSIBLE GUEST RM GUEST RM GUEST RM GUEST RM GUEST RM ACCESSIBLE GUEST RM MECHANICAL LAUNDRY DN DN STORAGE GUEST RMGUEST RMGUEST RMGUEST RM GUEST RM GUEST RM GUEST RM GUEST RM GUEST RM GUEST RM STORAGE CUT OPENING IN FLOOR FOR NEW STAIR 7 CARMICHAEL ST. ESSEX JUNCTION, VT 05452 802.879.5153 802.872.2764 SCOTTPARTNERS.COM P: F: HO HUM MOTEL -BACK BUILDING 04/29/22 A6 1/8" = 1'-0"1 FIRST FLOOR PLAN 1/8" = 1'-0"2 SECOND FLOOR PLAN REF.REF.REF.REF.WDWDWDREF. REF. REF.REF.REF.REF. APT #5 ACCESSIBLE 1-BR UNIT 570 SF APT #4 1-BR UNIT 570 SF MECHANICAL APT #3 1-BR UNIT 655 SF APT #2 1-BR UNIT 570 SF LAUNDRY UP UP APT #1 ACCESSIBLE 1-BR UNIT 570 SF12' - 0"12' - 0"7' - 6" 8' - 3"12' - 0"7' - 6" 12' - 0"12' - 0"8' - 3"EXIST RAMP DOWN 7' - 6" 7' - 6"12' - 0"12' - 0"12' - 0"12' - 0"7' - 6"15' - 5" 15' - 5"7' - 6"15' - 5"EXTERIOR STAIR TO SERVE APARTMENTS 6 & 7 ONLY INTERIOR STAIR TO SERVE APARTMENT 8 ONLY EXTERIOR STAIR TO SERVE APARTMENTS 9 & 10 ONLY REPLACE UNIT ENTRY DOORS TO BE 36" WIDE - WIDEN EXISTING OPENING, TYP. REPLACE ALL BATHROOM FIXTURES & ACCESSORIES, TYP. (MODIFY GROUND FLOOR BATHROOMS TO BE ADAPTABLE) ENCLOSE NEW UNIT STAIR IN FIRE RATED WALLS PROVIDE NEW WINDOW PROVIDE NEW WINDOW INFILL EXISTING DOOR OPENING, TYP. APT #8 1-BR UNIT 745 SF APT #10 1-BR UNIT 620 SF STORAGE APT #9 1-BR UNIT 620 SF APT #7 1-BR UNIT 620 SF STORAGE APT #6 1-BR UNIT 620 SF DN DN EXTERIOR STAIR TO SERVE APARTMENTS 6 & 7 ONLY INTERIOR STAIR TO SERVE APARTMENT 8 ONLY EXTERIOR STAIR TO SERVE APARTMENTS 9 & 10 ONLY PROVIDE BARRIER WALL 12' - 3"12' - 0"7' - 6" 6' - 0"12' - 0"18' - 11"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"7' - 6"6' - 0"18' - 11"REPLACE UNIT ENTRY DOORS TO BE 36" WIDE - WIDEN EXISTING OPENING, TYP. REPLACE ALL BATHROOM FIXTURES & ACCESSORIES, TYP. INFILL EXISTING DOOR OPENING, TYP. PROVIDE NEW WINDOW 7 CARMICHAEL ST. ESSEX JUNCTION, VT 05452 802.879.5153 802.872.2764 SCOTTPARTNERS.COM P: F: HO HUM MOTEL -REAR BUILDING PROPOSED PLANS -BACK BUILDING 04/29/22 A7 1/8" = 1'-0"1 FIRST FLOOR PLAN - PROPOSED 1/8" = 1'-0"2 SECOND FLOOR PLAN - PROPOSED FIRST FLOOR 0' -0" SECOND FLOOR 10' -0" ROOF 19' -0" FIRST FLOOR 0' -0" SECOND FLOOR 10' -0" ROOF 19' -0" REPLACE UNIT ENTRY DOORS, TYP. PROVIDE NEW WINDOWS AT INTERIOR CORNER UNITS FIRST FLOOR 0' -0" SECOND FLOOR 10' -0" ROOF 19' -0" REPLACE UNIT ENTRY DOORS, TYP. FIRST FLOOR 0' -0" SECOND FLOOR 10' -0" ROOF 19' -0" PROVIDE NEW WINDOW 7 CARMICHAEL ST. ESSEX JUNCTION, VT 05452 802.879.5153 802.872.2764 SCOTTPARTNERS.COM P: F: HO HUM MOTEL PROPOSED ELEVATIONS -BACK BUILDING 04/29/22 A8 1/8" = 1'-0"3 North 1/8" = 1'-0"1 East 1/8" = 1'-0"2 South 1/8" = 1'-0"4 West