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Home My WebLink AboutPermit Certificate of Occupancy CO-22-012X10/26/2023 S S EX. K30.3 TRANSFORMER VAULT ON CONC. PAD EX. ELEC. TRANSFORMER EX. ELEC. PANEL EX. STONE WALL GMP EASEMENT PROPOSED 8' x 10' COMPOST ENCLOSURE AND CONC. PAD W/ BOLLARDS PROPOSED 8' x 10' COMPOST ENCLOSURE AND CONC. PAD W/ BOLLARDS MECH. EQUIP. ON CONC. PAD (TYP.) MECH. EQUIP. (TYP.) MECH. EQUIP. (TYP.) MECH. EQUIP. ON CONC. PAD (TYP.) 7' TO 9' HIGH RETAINING WALL WITH 42" SAFETY FENCING. SEE SHEET C4.2 FOR DETAIL TRASH & RECYCLING ENCLOSURE NEW 12 UNIT CONDOMINIUM BUILDING 7' WIDE CONCRETE SIDEWALK FOR ADA ACCESS W/ BIKE RACKS BIKE RACKS (4 SPACES) CONCRETE CURB BUILDING LIGHTING (TYP.) 7' WIDE CONCRETE SIDEWALK FOR ADA ACCESS W/ BIKE RACKS NEW 5' CONCRETE SIDEWALK AIR COMPRESSOR UNITS (TYP.) ON CONCRETE PADS VAN ACCESSIBLE SPACE AND LOADING AREA NEW 12 UNIT CONDOMINIUM BUILDING DEDICATED PAVEMENT SURFACE FOR LARGE VEHICLE ACCESS LIMIT OF THICKENED SIDEWALK TO MATCH GRADE OF EXISTING SIDEWALK CONCRETE CURB CONCRETE CURB LIMIT OF THICKENED SIDEWALK EX. TOW=377.3 EX. BOW=372.1 W. FISHER LANE FLANDERS LANEAIKEN ST.6" D.I.1ST FLOOR EL. 378.6GARAGE LEVEL EL. 367.6ADA SIGN CONCRETE SIDEWALK1ST FLOOR EL. 381.0GARAGE LEVEL EL. 370.0T R 37937937 9 380380378378378 377377377 37637637637537537537437437337337337237237237237137837 8 379 374PORTION TO BE REMOVED TO BE RELOCATED EX. CONCRETE SIDEWALK EX. CONCRETE SIDEWALK EX. CONCRETE SIDEWALKEX. RECREATION PATH4A 4B 55 5 4 1 2 5 5 4 5 1 5 5 GMP EASEMENT GMP EASEMENTCOMMON AREA 20' SIDE YARD SETBACK 10' FRONT YARD SETBACK20' SIDE YARD SETBACK 20' SIDE YARD SETBACK 20' SIDE YARD S E T B A C K5' REAR YARD SETBACK5' REAR YARD SETBACK10' FRONT YARD SETBACKLONG TERM BIKE STORAGE (12 SPACES) 1 BIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEVISITORVISITORVISITORVISITORVISITORVISITOR EX. PICKET FENCE TO BE PROTECTED BIKE RACKS (4 SPACES) LONG TERM BIKE STORAGE (12 SPACES)VISITOR3623643663623663633653643683673693703713603 6 2 361MOUNTABLE CURB MOUNTABLE CURB PEDESTAL ELEC. PEDESTAL 2"-4" CONDUIT AS BUILT CB RIM=370.1 FACE OF WALLT.O.W.=379.4T.O.W.=378.1AS BUILT CB RIM=367.3 AS BUILT CB RIM=367.3 CONC. CONC. AS BUILT CB RIM=368.2 CONC.EDGE OFPAVEMENTFACE OF CURBFA CE OF CURBFACE O F C U R B8x10 CONCRETE PAD GRILLING / SITTING STATION 8x10 CONCRETE PAD GRILLING / SITTING STATION BUILDING MTD HVAC CONDENSERS BUILDING MTD HVAC CONDENSERS NOT INSTALLED BIKE RACKS NOT YET INSTALLED MAILBOXES DSM DSM MAB C2.0 03/16/2020 LOTS 4A & 4B SITE IMPROVEMENTS 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 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 BASED ON RECORDED PLAT ENTITLED " PHASE I SUBDIVISION PLAT" PREPARED BY CIVIL ENGINEERING ASSOCIATES, INC. DATED JULY, 2004 REVISED 02-26-15. MAP SLIDE 583.5. 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 1" = 20' 10146 AIKEN STREET SOUTH BURLINGTON, VT SOUTH VILLAGE COMMUNITIES, LLC. LEGEND UE G ST S W EXISTING CONTOUR EXISTING CURB EXISTING GRAVEL EXISTING PAVEMENT EXISTING SWALE EXISTING ELECTRIC EXISTING GAS EXISTING STORM EXISTING GRAVITY SEWER 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 G ST S W UE PROPOSED CURB PROPOSED PAVEMENT PROPOSED UNDERGROUND ELECTRIC PROPOSED GAS PROPOSED STORM PROPOSED GRAVITY SEWER PROPOSED WATER S PROPOSED SEWER MANHOLE D PROPOSED STORM MANHOLE PROPOSED CATCH BASIN PROPOSED SIGN PROPOSED YARD DRAIN ZONING REQUIREMENTS: CATEGORY ZONING EXISTING LOT 4A ZONING DISTRICT: SOUTHEAST QUADRANT - NEIGHBORHOOD RESIDENTIAL (SEQ-NR) PARCEL PROPOSED LOT 4A PRIMARY STRUCTURE FRONT SETBACK SIDE SETBACK REAR SETBACK BUILDING HEIGHT 10' (WAIVER) 20' 5' (WAIVER) 28' 40,000 S.F. 23,087 S.F. N/A 10'± 30'± 24'± 47.1'± 23,087 S.F. COVERAGE BUILDING COVERAGE TOTAL COVERAGE 15% 75% (WAIVER) 0% 0% 37% 72% EXISTING LOT 4B PROPOSED LOT 4B 22,651 S.F. N/A 10'± 22'± 24'± 48'± 22,651 S.F. 0% 0% 37% 72% BIKE PARKING SHORT TERM LONG TERM 1 PER 10 UNITS (4 MIN.) 1 PER UNIT N/A 4 12 N/A 4 12 PARKING RESIDENT VISITOR 1.5 SPACE PER DU (18) 0.75 SPACE FOR EVERY 4 UNITS (3) N/A 23 4 N/A 24 3 08/25/20 DSM REVISIONS PER CITY OF SOUTH BURLINGTON 72.3%69.6% AS BUILT 08/09/22 DSM AS BUILT P:\AutoCADD Projects\2010\10146\dwg\10146-LOT 4A-4B-as built.dwg, 8/10/2022 3:47:55 PM, DWG To PDF.pc311/15/22 NDS (SDI)AS BUILT (ADD YARD INLET EAST OF 4A) CONC. TRENCH 08/08/23 NDS (SDI)UPDATE AS BUILT BIKE RACKS(4 SPACES) BIKE RACKS(4 SPACES)BIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEBIKEYARD DRAIN, ADDED (16 SPACES) (16 SPACES) YARD DRAIN, ADDED 08/16/23 NDS (SDI)UPDATE AS BUILT (BIKE STORAGE) W W WWWWWWWWW WWWWWWWG G G G G G G G G G G G G G GGGGG ST STSTSTSTST ST ST ST ST ST SSSSSSSSSSSSSSSSSSSSUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUES S UE UE UE UE UETRSS+++++ +++++ +++++ +++++ CM(3) TME(10) ABG(220) AxG FNH(5) AT AT PxB PxS AAR(3) HS TMD(5) AxG FNH(3) RER (2) PB(9) RBS(5) RHR(5)TMD(3)AAB AAB PMR RCA(3) MMC MFJ MMC MFJ PM(typ.)RCA(3) HSD(10) PM(typ.) PM(typ.) RHR(5) RBS(5) WT(130) PG2 TMD(4) LOT 4B 12 UNITS FFE= 380.1 TON1(4) AIKEN STREET SNOW STORAGE SNOW STORAGE SNOW STORAGE BOULDER (TYP.) GSK PB(6) PG1 AT + + + + + + + RH(7) ATG (3) SN (8) TON2(3) SNOW STORAGE SNOW STORAGE + + + + + + +++++++SNOW STORAGE PMR PxB TMD (5) + TMD(3) Lot 4B Planting Plan L-101+++PROPOSED DECIDUOUS TREES PROPOSED EVERGREEN TREES PROPOSED MULTI-STEM AND FLOWERING TREES PROPOSED DECIDUOUS SHRUBS PROPOSED PERENNIAL AND HOSTA MIX PROPOSED EVERGREEN SHRUBS LANDSCAPING LEGEND PROPOSED BOULDER revisions date revisions date 301 college street burlington vermont 05401 802 658 3555 landscape architects planning consultants http://www.tjboyle.com north scale date sheet no:South Village 03/18/2020 1"=10' T. J. Boyle Associates, LLC team mjb Submission 07/26/10 Revised 08/11/10 Revised Snow Storage and Plant List 08/13/10 Revised per Engineering Base Plan Changes 09/02/10 Revised per City Comments 09/08/10 daeb (js) 03/16/20Revised per Engineering Base Plan Changes revisions date Revised Per Staff Comments 05/15/20 SUBSTITUTE 2.5" MCINTOSH (1) SUBSTITUTE 2.5" MCINTOSH (1) SUBSTITUTE 2.0" PATTEN PEAR (1) SUBSTITUTE 2.0" PATTEN PEAR (1) SUBSTITUTE 2.5" MCINTOSH (1) RETAINING WALL XX X X X X X X X X X X X X X (3) X X X X X XX X X X X X X X X X X X X X X XX X X X X X AS-BUILT 08/08/23 AS-BUILT 10/18/23 SUBSTITUTE 1.0" PATTEN PEAR (1) ADD 1.5" BARTLETT PEAR (1)