The URL can be used to link to this page

Home My WebLink AboutSD-20-07 - Plans - Non-Record - 0793 0907 Shelburne Road20' FRONT YARD SETBACK 30' REAR YARD SETBACK 20' FRONTYARD SETBACK10' SIDE YARD SETBACK EX. CWD EASEMENT EX. GAS VENTS EX. BOLLARDS EX. COVERS EX. ELEC. VAULT. EX. PLANTER W/ SIGN EX. TRAFFIC LIGHT POLE OE OE OEOEOEOEOEOEOEOEOEOEOEEX. ELEC METER EX. VENT FF. CONC. ELEV.=208.4 FF. CONC. ELEV.=200.9 W W W W W W W W W W W EX. JERSEY BARRIER (2) EX. CONC. VAULT EX. DOWN SPOUT EX. MH#2 RIM=206.8 (SEWER) EX. MH#1 RIM=207.4 (SEWER) EX. CB#1 RIM=206.4 EX. TELEPHONE / CABLE SERVICE CONNECTION EX. LANDINGWOOD THRESHOLD ELEV.=208.8 EX. GAS SERVICE CONNECTION EX. CONC. WALKEX. CONC. SIDEWALKEX. ROOF OVERHANGEX. GAS CANOPY FF. TILE ELEV.=208.4 EX. DUMPSTER EX. BOLLARD (TYP. FOR 4) EX. COLUMN (TYP. FOR 4) UEG NO VT GAS PAINT MARKINGS 40'EASEMENT20'EASEMENT40' EASEMENT EX. STAIRS TO 2ND LEVEL EDGE OF EXISTING CONC. EDGE OF EXISTING PAVEMENT WWWWWWWWWWWWEX. RETAINING WALL GGGGGGGGGGGG G G G G G G EX. PAVEMENT 204199 EXISTING STORE (TO BE REMOVED) (1,680 s.f.±) PILE 6" EX. SWALE 16" SPRUCE 3.3 CMF 0.3 BG 16" SPRUCE EX. CONC.EX. GRAVEL EX. CONC. EX. CONC. EX. PAVEMENT CMF FLUSH EX. CONC. SIDEWALK1" IPF 1.4 BG 16" CEDAR 20" MAPLE (2 BOLE) STUMP 14" MH 14" SPRUCE MH 16" SPRUCE EX. PAVEMENT EX. GRAVEL EXISTING BUILDING EX. PAVEMENT 24" MAPLE CMF 1.0 AG 10" SPRUCE 1" IPF 0.1 BG DISTRUBED 22" OAK SIGN 9'± 177'±138'±59'± 126'±126'±125'±125'±138'±APPROXIMATE L O C A T I O N OF EX. 24" DI LINDENWO O D D R I V E SHELBURNE ROADEXISTING BUILDING QUEEN CITY PA R K R O A D 208 208207 207 207206 206206 206205205205204204203203203202202202201201201200200200 199199 198198 198 197 197197 196196196196 195195194194194 193193193192192192 191190EX. CONC.EX. PAVEMENT EX. PAVEMENT EXISTING MOTEL (TO BE REMOVED) (1,315 s.f. ±)EXISTING MOTEL (TO BE REMOVED) (2,310 s.f. ±) 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 34" REBAR 0.3 BG EXISTING CANOPY w/ (2) MPD's OE OE EX. PEDESTRIAN CROSSWALK MARKING EX. PEDESTRIAN CROSSWALK MARKING EX. RECREATI O N P A T H EX. PEDESTRIAN CROSSWALK MARKING EX. CONCRETE SIDEWALK (±5' WIDE) EX. PAVEMENT EXISTING STORE WATER VALVE (NOT FOUND) WATER VALVE (NOT FOUND) APPROXIMATE LOCATION EX. CB RIM=192.3± INV.=184.8±SSSSSSSMH W W W EX. PAVEMENT W W W W S S S STSTSTSTSSSTO EXISTING REC. PATH APPROX. LOCATION EX. WATER SERVICE LINE - SIZE/TYPE UNKNOWN APPROXIMATE LOCATION EX. 24" D.I. WATER MAIN - IN 36"Ø (71' LONG) STEEL SLEEVE UNDER ROUTE 7 - C.L. SLEEVE ELEVATION = 198.5± 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 (1,835 s.f.±) W APPROXIMATE LOCATION EX. 24" Ø CLASS I D.I. WATER MAIN ±37.0'(PER TAX MAPPING)CJG JLM PJM C1.0 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 R.L. VALLEE, INC. 282 SOUTH MAIN STREET P.O. BOX 192 ST. ALBANS VERMONT 05478 LEGEND FM E G ST S T W W 207 EXISTING CONTOUR EXISTING CURB EXISTING FENCE EXISTING GRAVEL EXISTING PAVEMENT EXISTING GUARD RAIL EXISTING SWALE WETLANDS WETLANDS BUFFER 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 1" = 20' 15104.07 SHELBURNE ROAD GULF PROPOSED SITE IMPROVEMENTS 793 & 907 SHELBURNE ROAD SOUTH BURLINGTON, VT 1/29/2020 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 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. 3.SITE INFORMATION IS BASED ON A FIELD SURVEY PERFORMED BY CIVIL ENGINEERING ASSOCIATES, INC JANUARY 2018. 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.DATTILIO LOT HAS NOT BEEN SURVEYED AT THE TIME OF PLAN PREPARATION. LOT LINES ARE BASED ON EXISTING TAX MAPS. SITE INFORMATION IS BASED ON AVAILABLE IMAGERY. 1/29/20 CJG LOCAL SKETCH PLAN SUBMITTAL 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 LOCATION MAP 1" = ±4000' 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 P:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Site.dwg, 1/29/2020 10:11:21 AM, 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 204199 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 208 208207 207 207206 206206 206205205205204204203203203202202202201201201200200200 199199 198198 198 197 197197 196196196196 195195194194194 193193193192192192 191190HANNAFORD DRIVEEXISTING MOTEL (TO BE REMOVED) VIEXISTING MOTEL (TO BE REMOVED) VIPROPOSED 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 STST±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 D195197REDI-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 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)24'x207. 5 x206. 1 207. 9x 207. 4 x SWCLEAN OUT x206. 5 x206. 6 x206. 6 x206.8 x20 7 . 0 x207. 5 x207. 4 193.4x 193.1x 1 9 6 DSM CJG PJM 1" = 20' 15104.07 C1.1 1/29/2020 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%22% 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.±41,500 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%15% LOT COVERAGE 70%58%70% LOT FRONTAGE COVERAGE 30% (MAX.) 80% 65% 1/29/20 CJG LOCAL SKETCH PLAN SUBMITTAL 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 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 LEGEND FM E G ST S T W 207 EXISTING CONTOUR EXISTING CURB EXISTING FENCE EXISTING GRAVEL EXISTING PAVEMENT EXISTING GUARD RAIL EXISTING SWALE WETLANDS WETLANDS BUFFER 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 PROPOSED CONTOUR207 PROPOSED CURB PROPOSED PAVEMENT PROPOSED ELECTRIC PROPOSED STORM PROPOSED GRAVITY SEWER PROPOSED WATER D PROPOSED STORM MANHOLE PROPOSED CATCH BASIN PROPOSED SHUT OFF PROPOSED SIGN x206.6 EXISTING SPOT GRADE PROPOSED SPOT GRADE+207.5 P:\AutoCADD Projects\2015\15104.07\1-CADD Files - SB Gulf\Dwg\15104.07 - Site.dwg, 1/29/2020 10:50:17 AM, pmead 20' CWD EASEMENT TO BE REPLACED EX. ELEC. VAULT. EX. PLANTER W/ SIGN EX. TRAFFIC LIGHT POLE OE OEOEOEOEOEOEOEW W W W W W W EX. CONC. VAULT SMH GAS SERVICE EX. CONC. WALKEX. GAS CANOPY To Be Removed UEG 20'STAIRS TO BE REMOVED EX. RETAINING WALL G G G G G EX. PAVEMENT EXISTING STORE (TO BE REMOVED) EX. SWALE 3.3 CMF0.3 BG EX. CONC.EX.PAVEMENT EX. CONC. SIDEWALK1" IPF1.4' BG MH MH EX. PAVEMENT EXISTING BUILDING PAVED PARKING CMF1' AG 1" IPF0.1' BG 24" DI WATER TO BE MOVED EX. CONC.EX. PAVEMENT BLDG. NOT SHOWNMOTEL (TO BE REMOVED)34" IRF0.3' BG EXISTINGCANOPY w/(2) MPD'sOE EX. PEDESTRIAN CROSSWALK (TYP.) EX. RECREATI O N P A T H EX. PAVEMENT EXISTING SUNOCO EX. CONC. WALK MOTEL (TO BE REMOVED)EXISTING BUILDING S 04°48'57" W126.37'N 84°40'14"W 125.2 5 ' CMFFLUSH N 04°35'49" E 125.51'40' X 40' CWD EASEMENTTO BE REPLACED N84°01'40"W 59.49'S 05°11'24" W138.74'S84°48'31"E 9.50' S 84°48'31" E 177.14 'N 04°35'49" E 138.49'793 Shelburne Rd. n/f PHOENIX2 LLC V. 1398 P. 34 907 Shelburne Rd. n/f Skipco, Inc. V. 353 P. 508 n/f Limoge Properties 833 Queen City Park Road, LLC V. 1141 P. 316 Queen City Park Road R.O.W.State of Vermont V. 216 P. 117 935 Shelburne Rd. n/f Martin's Foods of South Burlington LLC V. 428 P. 119 794 Shelburne Rd. n/f Rexbo Development, Inc. Sunoco Station 916 Shelburne Rd. n/f DS Realty LLC 919 Shelburne Rd. n/f Munro Muffler Brake, Inc. V. ___ P. ___ PROPOSED 25' CWD EASEMENT 25' SMH CB WW 15104.07 1" = 30' Sep. 27, 2019 --- TRC 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 CIVIL ENGINEERING ASSOCIATES, INC. A C E - Location Map - NOT to SCALE P1 793 & 907 Shelburne Road SOUTH BURLINGTON, VT PROPOSED PARCEL MERGER UPD A T E for Re vi e w RECEIVED FOR RECORDING IN THE LAND RECORDS OF THE CITY of SOUTH BURLINGTON, VERMONT, AT______________ O'CLOCK ON THE ______ DAY OF __________, 20_____. ATTEST: ____________________________, CITY CLERK APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY of SOUTH BURLINGTON, VERMONT, ON THE _____ DAY OF _____________, 20____, SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS _____ DAY OF ______________, 20______. BY ___________________________________, CHAIRPERSON PROJECT LOCATION To the best of my knowledge and belief this plat depicts the results of a survey conducted by me as described in "Survey Notes" above, based upon our analysis of land records and evidence found in the field. Existing boundaries shown are in substantial conformance with the records, except as noted. This plat is in substantial compliance with 27 VSA 1403, "Recording of Land Plats". This statement valid only when accompanied by my original signature and seal. ____________________________________ Timothy R. Cowan VT LS 597 OTHER PROPERTY LINE IRON ROD / PIPE FOUND SUBJECT PROPERTY LINE - Legend - IRF/IPF ABOVE / BELOW GRADEAB / BG A. "ALTA/ACSM Land Title Survey - Burlington Plaza - 935-947 Shelburne Road" dated January 1997 by DuBois & King, Inc. Volume 495 at page 12, South Burlington Land Records. B. "Lands of Martin's Foods of South Burlington, Inc.- 2 Lot Subdivision" dated June 2008 by Lamoureux & Dickinson. Volume 516 at page 2, South Burlington Land Records. C. "McDonald's Corporation, Westwood, Mass., Map of Boundary Survey" dated Sept. 1974 by Buck & Pierce. Volume 105 at page 81, South Burlington Land Records. D. "Champlain Water District - Right of Way - Property of Justgold Holding Corp." last dated January 14, 1971. by Paulsen Associates, Inc. Map Slide 99-7 , South Burlington Land Records. E. "Champlain Water District - Transmission Mains Plan & Profile - Shelburne Street to Lindenwood Dr. ..." last dated November 19, 1973. by Paulsen Associates, Inc. Champlain Water District files. - Referenced Plats or Plans - RECORD VOLUME & PAGEV.__P.__ CAPPED ROD PROPOSEDCRP CALC. POINT (NO MRKR.) E G T W OVERHEAD ELECTRIC NATURAL GAS OVHD. TEL/COMM. WATER MAIN ETC OVERHEAD EL, TEL, COMM 9/27/ 1 9 1. Purpose of this survey and plat is to depict the PROPOSED merging of two (2) parcels of land into one (1) through extinguishing the line between the two. The subject parcels are: a.) land and premises (currently a filling station) conveyed to PHOENIX2 LLC by deed of ERNEST C. HOECHNER, JR., dated December 31, 2016, and recorded in Volume 1398 at Page 34 of the South Burlington Land Records, and b.) land and premises (currently a motel) conveyed to SKIPCO INC. by deed of CHITTENDEN BANK, dated November 2, 1993, and recorded in Volume 353 at Page 508 of the South Burlington Land Records. Other neighboring property lines shown are for reference purposes only, and MAY be shown approximately. 2. Field survey was conducted during January 2017 utilizing an electronic total station instrument. Bearings shown are from Grid North, VT. Coordinate System of 1983 (Reference Frame NAD83 (2011, Epoch 2010)) based upon our GPS observations at or adjacent to the site. 3. Iron pipes found are described hereon with inside diameters; iron rods with outside diameters. Concrete monuments found are typically 4" square. All monumentation found was in "good" to "fair" condition unless otherwise noted. Survey was conducted during mid-winter conditions so descriptions of markers MAY vary from actual. Proposed markers shall typically consist of 58" diameter rebar with aluminum caps marked "Civil Engineering Assocs. - VT LS 597", typically set flush with grade. 4. Shelburne Road and Queen City Parkway are public streets or highways with variable right of way widths. 5. It is not the intent of this survey to depict all utilities. Any utilities shown hereon do not purport to constitute or represent ALL utilities located upon or adjacent to the surveyed premises. Subsurface utilities, if shown are located approximately only, based on surface indications and/or available plans. - Survey Notes - NOW or FORMERLYN/F CMF CONC. MON. FOUND RECORD OWNERS 793 Shelburne Rd.: Phoenix2 LLC (Vol. 1398 Pg. 34) 907 Shelburne Rd.: Skipco, Inc.(Vol. 353 Pg. 508) GRID NORTH SURVEY NOTE 2 Lot Areas 907 Shelburne Rd. - 0.590 acres (Existing) 793 Shelburne Rd. - 0.363 acres (Existing) - 0.953 acres (Combined)