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Home My WebLink AboutSP-22-052 - Plans - Record - 0907 Shelburne RoadPROPOSED RETAIL SALES/ RESTAURANT ±4,110 s.f. F.F. ELEV. = 207.75 20' FRONT YARD SETBACK 30' REAR YARD SETBACK 20' FRONTYARD SETBACK 10' SIDE YARD SETBACK EX. CWD EASEMENT EX. COVERS EX. ELEC. VAULT. EX. PLANTER W/ SIGN EX. TRAFFIC LIGHT POLE OE OE OEOEOEOEOEOEOEOEOEOEOEW W W W W W W W W W W EX. JERSEY BARRIER (2) EX. MH#2 RIM=206.8 (SEWER) EX. MH#1 RIM=207.4 (SEWER) EX. CB#1 RIM=206.4 EX. CONC. SIDEWALKEX. GAS CANOPY UEG 40'EASEMENT20'EASEMENT40' EASEMENT WWWWWWWWWWWWEX. RETAINING WALL GGGGGGGGGGGR.L. VALLEE ACCESS EASEMENT 7 3 EX. PAVEMENT GREEN SPACENEW GREEN SPACE EXISTING STORE (TO BE REMOVED) VI EXISTING FUEL CANOPY & MPD'S TO REMAIN ±11% EX. SWALE 3.3 CMF 0.3 BG EX. PAVEMENT CMF FLUSH 1" IPF 1.4 BG MH MH EX. PAVEMENT EXISTING BUILDING CMF 1.0 AG 1" IPF 0.1 BG DISTRUBED SIGN APPROXIMATE LO C A T I O N OF EX. 24" DI LINDENWO O D D R I V E SHELBURNE ROADEXISTING BUILDING QUEEN CITY PAR K R O A D HANNAFORD DRIVEEXISTING MOTEL (TO BE REMOVED) VIEXISTING MOTEL (TO BE REMOVED) VI PROPOSED CONNECTION TO ADJACENT PROPERTY PROPOSED RETAINING WALL w/HANDRAIL (TYPICAL)RE-CONSTRUCT CONCRETE SIDEWALK ADDITIONAL GREENSPACE WITH CURB IMPROVEMENTS BETWEEN PAVEMENT AND SIDEWALK PROPOSED FUTURE CONNECTION APPROXIMATE LOCATION OF UTILITIES BASED ON A PLAN ENTITLED " MCDONALD'S CORPORATION WESTWOOD, MASS. MAP OF BOUNDARY SURVEY" PREPARED BY BUCK & PIERCE CIVIL ENGINEERS DATED SEPTEMBER 1974 20'20'22'24' 1 8 34" REBAR 0.3 BG EXISTING CANOPY w/ (2) MPD's WW W W±6%±6%±4% 194.0+ 208.0+ OE OE 2 PROPOSED 30" VALVE PROPOSED 30" VALVE PROPOSED REALIGNMENT OF CWD WATER MAIN - 30" D.I. CLASS 52 PROPOSED CANOPY EXPANSION w/(1) MPD (320 s.f. ±) EX. RECREATI O N P A T H EX. PEDESTRIAN CROSSWALK MARKING EX. CONCRETE SIDEWALK :,'( TRAFFIC IMPROVEMENTS - REMOVE EXISTING CROSSWALK/ LANDINGS - ADD NEW CROSSWALK/LANDINGS AS SHOWN 25'REDUCE EXISTING ACCESS FROM ±40' TO 24' ADD LANDING FOR NEW CROSSWALK - IMPROVE GREEN SPACE - DETECTABLE WARNING SURFACE ON LANDING ADD LANDING FOR NEW CROSSWALK -DETECTABLE WARNING SURFACE ON LANDING -COORDINATE DESIGN AND LAYOUT WITH VTRANS COORDINATE RELOCATION OR REPLACEMENT OF PEDESTRIAN CROSSING CONTROLS/SIGNALS WITH STATE OF VERMONT & TRAFFIC ENGINEER EX. PAVEMENT EXISTING STORE WATER VALVE (NOT FOUND) WATER VALVE (NOT FOUND)STST STSTST±8%±8% APPROXIMATE LOCATION EX. CB 5,0 ,19 195196198200202207206204 205 206 203207 MATCH EXISTING PAVEMENT GRADE (TYP. @ RT 7) NEW EDGE OF PAVEMENT/CURB (MATCH EX. GRADE) NEW CONCRETE CURB PROPOSED RETAINING WALL w/HANDRAIL (TYPICAL) 195 197 RETAINING WALL w/ RAILING 198 D D SS198REDI-ROCK WALL 199193192208 197198PROPOSED FENCE 207206 206 205 SSSSSSSMH W W W EX. PAVEMENT PROPOSED BIKE RACK SNOW STORAGE SNOW STORAGE191 W W W W S S S STSTSTSTSSSPROPOSED 6" SDR 35 PVC SEWER CONNECTION w/ OIL/WATER SEP. - SLOPE @ 14"/FT. (MIN.) PROPOSED 1" TYPE K COPPER WATER SERVICE TO EXISTING REC. PATH APPROX. LOCATION EX. WATER SERVICE LINE - SIZE/TYPE UNKNOWN - COORD. DISCONNECTION OF WATER SUPPLY w/CITY OF SOUTH BURLINGTON APPROXIMATE LOCATION EX. 24" D.I. WATER MAIN ,1 /21*67((/ SLEEVE UNDER ROUTE 7 - C.L. SLEEVE ELEVATION APPROX. LOCATION EX. SEWER SERVICE LINE - SIZE/TYPE UNKNOWN APPROX. LOCATION EX. SEWER SERVICE LINE - SIZE/TYPE UNKNOWN APPROX. LOCATION EX. WATER SERVICE LINE - SIZE/TYPE UNKNOWN EXISTING CANOPY VI8'5' 4' 4'5'E PROPOSED UNDERGROUND ELECTRICAL SERVICE LOCATION PROPOSED SEWER INV. = 202.4± - FIELD VERIFY EXISTING INVERT - COORD. w/ENGINEER & PUBLIC WORKS INV. = 204.4± INV. = 204.0± "NO LEFT TURN" SIGN PROTECT/MAINTAIN EX. UTILITY POLE - COORD. CURB INSTALLATION w/UTILITY COMPANIES/VTRANS WIDEN EXISTING SIDEWALK TO 8 FEET FROM NEW LANDING TO LINDENWOOD DRIVE -DETECTABLE WARNING SURFACE ON LANDING -COORDINATE DESIGN AND LAYOUT WITH VTRANS PHASE II CONSTRUCTION: ALL WORK ASSOCIATED WITH THE PEDESTRIAN CROSSING OF ROUTE 7 & SIDEWALK IMPROVEMENTS TO LINDENWOOD DRIVE TO BE SCHEDULED IN CONJUNCTION WITH THE STATE OF VERMONT SIGNAL PROJECT "SHELBURNE-SOUTH BURLINGTON NHG SGNL(51)". (CURRENTLY SCHEDULED FOR FALL 2020 TO SUMMER 2021) W APPROXIMATE LOCATION EX. &/$66,',:$7(50$,1 x207.9x206. 8x206. 2 x207. 5 x208.1 207.5 x 207.0x 206.8x x206. 4 207. 7x 207. 3 xx207.8 x207.2 x206. 2 x206.4 206.0 x 206. 0x 205. 7 x (PER TAX MAPPING)23'x207. 5 x206. 1 207. 9x 207. 4 x WCLEAN OUT x206. 5 x206. 6 x206. 6 x206.8 x20 7 . 0 x207. 5 x207. 4 193.4x 193.1x 1 9 6 204199 208 208207 207 207206 206206 206205205205204204203203203202202202201201201200200200 199199 198198 198 197 197197 196196196196 195195194194194 193193193192192192 191190D D ST196195 201 202 203 205D 9' DSM CJG PJM 1" = 20' 15104.07 C1.1 2/1/2019 SHELBURNE ROAD GULF PROPOSED SITE IMPROVEMENTS PROPOSED 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 R.L. VALLEE, INC. 282 SOUTH MAIN STREET P.O. BOX 192 ST. ALBANS VERMONT 05478 793 & 907 SHELBURNE ROAD SOUTH BURLINGTON, VT ZONING DISTRICT: COMMERCIAL 1 - RESIDENTIAL 15 NORTH LOT (793 SHELBURNE ROAD) REQUIRED EXISTING LOT AREA 40,000 S.F.±15,810 S.F. FRONT SETBACK 20' 0' SIDE SETBACK 10'25' REAR SETBACK 30'30' BUILDING COVERAGE 40%11%* LOT COVERAGE 70%68% LOT FRONTAGE COVERAGE 30% (MAX.) 94% SOUTH LOT (907 SHELBURNE ROAD) REQUIRED EXISTING LOT AREA 40,000 S.F.±25,700 S.F. FRONT SETBACK 20'9' SIDE SETBACK 10'11' REAR SETBACK 30'59' BUILDING COVERAGE 40%14% LOT COVERAGE 70%53% LOT FRONTAGE COVERAGE 30% (MAX.) 68% COMBINED REQUIRED EXISTING PROPOSED LOT AREA 40,000 S.F.±41,510 S.F.±41,510 S.F. FRONT SETBACK 20'0'0' SIDE SETBACK 10'11'11' REAR SETBACK 30'30'63' BUILDING COVERAGE 40%17%10%* LOT COVERAGE 70%58%70% LOT FRONTAGE COVERAGE 30% (MAX.) 80% 65% 2/11/19 CJG ADDED PROPOSED GRADING 5/15/19 CJG SITE REVISIONS/CWD REVIEW PLAN 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 MANHOLES, 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 PLAN ENTITLED " ALTA/ACSM LAND TITLE SURVEY BURLINGTON PLAZA" PREPARED BY DUBOIS & KING INC. DATED JANUARY 1997 AND A PLAN ENTITLED " LADNS OF MARTIN'S FOODS OF SOUTH BURLINGTON, INC. - 2 LOT SUBDIVISION" PREPARED BY LAMOUREUX & DICKINSON DATED APRIL 29,2008. THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE. MONUMENTATION RECOVERED IS CONSISTENT WITH RECORDED DOCUMENTS. 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. GENERAL NOTES UTILITY NOTE: EXISTING WATER & SEWER SERVICE LINE LOCATIONS ARE APPROXIMATE AND BASED ON AVAILABLE INFORMATION PROVIDED BY THE TOWN AND OWNER. UTILITY SIZE AND TYPE ARE UNKNOWN. VERIFICATION OF SERVICE LOCATIONS AND DEPTHS WILL BE REQUIRED PRIOR TO START OF BUILDING CONSTRUCTION 9/27/19 CJG LOCAL PERMIT SUBMITTAL 10/21/19 CJG REVISIONS PER STAFF COMMENTS LOCATION MAP BURLINGTON PROJECT LOCATION SO. BURLINGTON EXIT 13 SWIFT ST BREWER PKWY LINDENWO O D D R QUEEN CITY HANNAFORD DR 7 7 LAUREL HILL 189 89 11/13/19 CJG REVISIONS PER VTRANS COMMENTS 1/03/20 CJG REVISIONS PER STAFF COMMENTS LEGEND FM E G ST S T W 207 EXISTING CONTOUR EXISTING CURB EXISTING FENCE EXISTING GRAVEL EXISTING PAVEMENT EXISTING GUARD RAIL EXISTING SWALE EXISTING ELECTRIC EXISTING FORCEMAIN EXISTING GAS EXISTING STORM EXISTING GRAVITY SEWER EXISTING TELEPHONE EXISTING WATER STREAM TEST PIT PERCOLATION TEST PROJECT BENCHMARK EXISTING WELL S EXISTING SEWER MANHOLE D 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 CONCRETE MONUMENT FOUND ST S W E PROPOSED CONTOUR207 PROPOSED CURB PROPOSED PAVEMENT PROPOSED ELECTRIC PROPOSED STORM PROPOSED GRAVITY SEWER PROPOSED WATER PROPOSED STORM MANHOLE PROPOSED CATCH BASIN PROPOSED SHUT OFF PROPOSED SIGN x206.6 EXISTING SPOT GRADE PROPOSED SPOT GRADE+207.5 * BUILDING COVERAGE DOES NOT INCLUDE CANOPY 2/19/20 CJG LOCAL PERMIT SUBMITTAL 2/1/19 CJG LOCAL SKETCH PLAN SUBMITTAL D 3/04/20 CJG REVISIONS PER STAFF COMMENTS P:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Site.dwg, 3/4/2020 12:51:53 PM, pmead PROPOSED RETAIL SALES/ RESTAURANT ±4,110 s.f. F.F. ELEV. = 207.75 20' FRONT YARD SETBACK 30' REAR YARD SETBACK 20' FRONTYARD SETBACK 10' SIDE YARD SETBACK EX. CWD EASEMENT EX. COVERS EX. ELEC. VAULT. EX. PLANTER W/ SIGN EX. TRAFFIC LIGHT POLE OE OE OEOEOEOEOEOEOEOEOEOEOEW W W W W W W W W W W EX. JERSEY BARRIER (2) EX. MH#2 RIM=206.8 (SEWER) EX. MH#1 RIM=207.4 (SEWER) EX. CB#1 RIM=206.4 EX. CONC. SIDEWALKEX. GAS CANOPY UEG 40'EASEMENT20'EASEMENT40' EASEMENT WWWWWWWWWWWWEX. RETAINING WALL GGGGGGGGGGGR.L. VALLEE ACCESS EASEMENT 7 3 EX. PAVEMENT GREEN SPACENEW GREEN SPACE EXISTING STORE (TO BE REMOVED) VI EXISTING FUEL CANOPY & MPD'S TO REMAIN ±11% EX. SWALE 3.3 CMF 0.3 BG EX. PAVEMENT CMF FLUSH 1" IPF 1.4 BG MH MH EX. PAVEMENT EXISTING BUILDING CMF 1.0 AG 1" IPF 0.1 BG DISTRUBED SIGN APPROXIMATE LO C A T I O N OF EX. 24" DI LINDENWO O D D R I V E SHELBURNE ROADEXISTING BUILDING QUEEN CITY PAR K R O A D HANNAFORD DRIVEEXISTING MOTEL (TO BE REMOVED) VIEXISTING MOTEL (TO BE REMOVED) VI PROPOSED CONNECTION TO ADJACENT PROPERTY PROPOSED RETAINING WALL w/HANDRAIL (TYPICAL)RE-CONSTRUCT CONCRETE SIDEWALK ADDITIONAL GREENSPACE WITH CURB IMPROVEMENTS BETWEEN PAVEMENT AND SIDEWALK PROPOSED FUTURE CONNECTION APPROXIMATE LOCATION OF UTILITIES BASED ON A PLAN ENTITLED " MCDONALD'S CORPORATION WESTWOOD, MASS. MAP OF BOUNDARY SURVEY" PREPARED BY BUCK & PIERCE CIVIL ENGINEERS DATED SEPTEMBER 1974 20'20'22'24' 1 8 34" REBAR 0.3 BG EXISTING CANOPY w/ (2) MPD's WW W W±6%±6%±4% 194.0+ 208.0+ OE OE 2 PROPOSED 30" VALVE PROPOSED 30" VALVE PROPOSED REALIGNMENT OF CWD WATER MAIN - 30" D.I. CLASS 52 PROPOSED CANOPY EXPANSION w/(1) MPD (320 s.f. ±) EX. RECREATI O N P A T H EX. PEDESTRIAN CROSSWALK MARKING EX. CONCRETE SIDEWALK :,'( TRAFFIC IMPROVEMENTS - REMOVE EXISTING CROSSWALK/ LANDINGS - ADD NEW CROSSWALK/LANDINGS AS SHOWN 25'REDUCE EXISTING ACCESS FROM ±40' TO 24' ADD LANDING FOR NEW CROSSWALK - IMPROVE GREEN SPACE - DETECTABLE WARNING SURFACE ON LANDING ADD LANDING FOR NEW CROSSWALK -DETECTABLE WARNING SURFACE ON LANDING -COORDINATE DESIGN AND LAYOUT WITH VTRANS COORDINATE RELOCATION OR REPLACEMENT OF PEDESTRIAN CROSSING CONTROLS/SIGNALS WITH STATE OF VERMONT & TRAFFIC ENGINEER EX. PAVEMENT EXISTING STORE WATER VALVE (NOT FOUND) WATER VALVE (NOT FOUND)STST STSTST±8%±8% APPROXIMATE LOCATION EX. CB 5,0 ,19 195196198200202207206204 205 206 203207 MATCH EXISTING PAVEMENT GRADE (TYP. @ RT 7) NEW EDGE OF PAVEMENT/CURB (MATCH EX. GRADE) NEW CONCRETE CURB PROPOSED RETAINING WALL w/HANDRAIL (TYPICAL) 195 197 RETAINING WALL w/ RAILING 198 D D SS198REDI-ROCK WALL 199193192208 197198PROPOSED FENCE 207206 206 205 SSSSSSSMH W W W EX. PAVEMENT PROPOSED BIKE RACK SNOW STORAGE SNOW STORAGE191 W W W W S S S STSTSTSTSSSPROPOSED 6" SDR 35 PVC SEWER CONNECTION w/ OIL/WATER SEP. - SLOPE @ 14"/FT. (MIN.) PROPOSED 1" TYPE K COPPER WATER SERVICE TO EXISTING REC. PATH APPROX. LOCATION EX. WATER SERVICE LINE - SIZE/TYPE UNKNOWN - COORD. DISCONNECTION OF WATER SUPPLY w/CITY OF SOUTH BURLINGTON APPROXIMATE LOCATION EX. 24" D.I. WATER MAIN ,1 /21*67((/ SLEEVE UNDER ROUTE 7 - C.L. SLEEVE ELEVATION APPROX. LOCATION EX. SEWER SERVICE LINE - SIZE/TYPE UNKNOWN APPROX. LOCATION EX. SEWER SERVICE LINE - SIZE/TYPE UNKNOWN APPROX. LOCATION EX. WATER SERVICE LINE - SIZE/TYPE UNKNOWN EXISTING CANOPY VI8'5' 4' 4'5'E PROPOSED UNDERGROUND ELECTRICAL SERVICE LOCATION PROPOSED SEWER INV. = 202.4± - FIELD VERIFY EXISTING INVERT - COORD. w/ENGINEER & PUBLIC WORKS INV. = 204.4± INV. = 204.0± "NO LEFT TURN" SIGN PROTECT/MAINTAIN EX. UTILITY POLE - COORD. CURB INSTALLATION w/UTILITY COMPANIES/VTRANS WIDEN EXISTING SIDEWALK TO 8 FEET FROM NEW LANDING TO LINDENWOOD DRIVE -DETECTABLE WARNING SURFACE ON LANDING -COORDINATE DESIGN AND LAYOUT WITH VTRANS PHASE II CONSTRUCTION: ALL WORK ASSOCIATED WITH THE PEDESTRIAN CROSSING OF ROUTE 7 & SIDEWALK IMPROVEMENTS TO LINDENWOOD DRIVE TO BE SCHEDULED IN CONJUNCTION WITH THE STATE OF VERMONT SIGNAL PROJECT "SHELBURNE-SOUTH BURLINGTON NHG SGNL(51)". (CURRENTLY SCHEDULED FOR FALL 2020 TO SUMMER 2021) W APPROXIMATE LOCATION EX. &/$66,',:$7(50$,1 x207.9x206. 8x206. 2 x207. 5 x208.1 207.5 x 207.0x 206.8x x206. 4 207. 7x 207. 3 xx207.8 x207.2 x206. 2 x206.4 206.0 x 206. 0x 205. 7 x (PER TAX MAPPING)23'x207. 5 x206. 1 207. 9x 207. 4 x WCLEAN OUT x206. 5 x206. 6 x206. 6 x206.8 x20 7 . 0 x207. 5 x207. 4 193.4x 193.1x 1 9 6 204199 208 208207 207 207206 206206 206205205205204204203203203202202202201201201200200200 199199 198198 198 197 197197 196196196196 195195194194194 193193193192192192 191190D D ST196195 201 202 203 205D 9' DSM CJG PJM 1" = 20' 15104.07 C1.1 2/1/2019 SHELBURNE ROAD GULF PROPOSED SITE IMPROVEMENTS PROPOSED 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 R.L. VALLEE, INC. 282 SOUTH MAIN STREET P.O. BOX 192 ST. ALBANS VERMONT 05478 793 & 907 SHELBURNE ROAD SOUTH BURLINGTON, VT ZONING DISTRICT: COMMERCIAL 1 - RESIDENTIAL 15 NORTH LOT (793 SHELBURNE ROAD) REQUIRED EXISTING LOT AREA 40,000 S.F.±15,810 S.F. FRONT SETBACK 20' 0' SIDE SETBACK 10'25' REAR SETBACK 30'30' BUILDING COVERAGE 40%11%* LOT COVERAGE 70%68% LOT FRONTAGE COVERAGE 30% (MAX.) 94% SOUTH LOT (907 SHELBURNE ROAD) REQUIRED EXISTING LOT AREA 40,000 S.F.±25,700 S.F. FRONT SETBACK 20'9' SIDE SETBACK 10'11' REAR SETBACK 30'59' BUILDING COVERAGE 40%14% LOT COVERAGE 70%53% LOT FRONTAGE COVERAGE 30% (MAX.) 68% COMBINED REQUIRED EXISTING PROPOSED LOT AREA 40,000 S.F.±41,510 S.F.±41,510 S.F. FRONT SETBACK 20'0'0' SIDE SETBACK 10'11'11' REAR SETBACK 30'30'63' BUILDING COVERAGE 40%17%10%* LOT COVERAGE 70%58%70% LOT FRONTAGE COVERAGE 30% (MAX.) 80% 65% 2/11/19 CJG ADDED PROPOSED GRADING 5/15/19 CJG SITE REVISIONS/CWD REVIEW PLAN 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 MANHOLES, 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 PLAN ENTITLED " ALTA/ACSM LAND TITLE SURVEY BURLINGTON PLAZA" PREPARED BY DUBOIS & KING INC. DATED JANUARY 1997 AND A PLAN ENTITLED " LADNS OF MARTIN'S FOODS OF SOUTH BURLINGTON, INC. - 2 LOT SUBDIVISION" PREPARED BY LAMOUREUX & DICKINSON DATED APRIL 29,2008. THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE. MONUMENTATION RECOVERED IS CONSISTENT WITH RECORDED DOCUMENTS. 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. GENERAL NOTES UTILITY NOTE: EXISTING WATER & SEWER SERVICE LINE LOCATIONS ARE APPROXIMATE AND BASED ON AVAILABLE INFORMATION PROVIDED BY THE TOWN AND OWNER. UTILITY SIZE AND TYPE ARE UNKNOWN. VERIFICATION OF SERVICE LOCATIONS AND DEPTHS WILL BE REQUIRED PRIOR TO START OF BUILDING CONSTRUCTION 9/27/19 CJG LOCAL PERMIT SUBMITTAL 10/21/19 CJG REVISIONS PER STAFF COMMENTS LOCATION MAP BURLINGTON PROJECT LOCATION SO. BURLINGTON EXIT 13 SWIFT ST BREWER PKWY LINDENWO O D D R QUEEN CITY HANNAFORD DR 7 7 LAUREL HILL 189 89 11/13/19 CJG REVISIONS PER VTRANS COMMENTS 1/03/20 CJG REVISIONS PER STAFF COMMENTS LEGEND FM E G ST S T W 207 EXISTING CONTOUR EXISTING CURB EXISTING FENCE EXISTING GRAVEL EXISTING PAVEMENT EXISTING GUARD RAIL EXISTING SWALE EXISTING ELECTRIC EXISTING FORCEMAIN EXISTING GAS EXISTING STORM EXISTING GRAVITY SEWER EXISTING TELEPHONE EXISTING WATER STREAM TEST PIT PERCOLATION TEST PROJECT BENCHMARK EXISTING WELL S EXISTING SEWER MANHOLE D 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 CONCRETE MONUMENT FOUND ST S W E PROPOSED CONTOUR207 PROPOSED CURB PROPOSED PAVEMENT PROPOSED ELECTRIC PROPOSED STORM PROPOSED GRAVITY SEWER PROPOSED WATER PROPOSED STORM MANHOLE PROPOSED CATCH BASIN PROPOSED SHUT OFF PROPOSED SIGN x206.6 EXISTING SPOT GRADE PROPOSED SPOT GRADE+207.5 * BUILDING COVERAGE DOES NOT INCLUDE CANOPY 2/19/20 CJG LOCAL PERMIT SUBMITTAL 2/1/19 CJG LOCAL SKETCH PLAN SUBMITTAL D 3/04/20 CJG REVISIONS PER STAFF COMMENTS P:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Site.dwg, 3/4/2020 12:51:53 PM, pmead