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Home My WebLink AboutSD-22-08 - Plans - Non-Record - 1420 Hinesburg RoadWGGGGGUE UE UE UE UE 200' UP SLOPE ISOLATIONS S SGGG GGETCETCETCETCETCETCETCETCSSSSSSSSS S S S ETC ETC 100' UP SLOPE ISOLATION S S S100' DOWN SLOPE ISOLATION200' UP SL OPE IS OLATI ON W 100' D O W N S L O P E I S O L A TI O N 100' DOWN SL O P E I S OLATI O N EXISTING WELL APPROXIMATE LOCATION OF EXISTING WASTEWATER DISPOSAL FIELD EXISTING 4" PVC SEWER SERVICE EXISTING 8" PVC SEWER MAINEX. 4" PVC EX. C/O TREE LIMITS TO BE RETAINED w/ FENCING (TYP.) EXISTING LOT 1 ABANDONED WASTEWATER DISPOSAL FIELD PROPOSED PROPERTY LINE (TYP.) PROPOSED LOT 3 PROPOSED LOT 4 PROPOSED LOT 2 200' DOWN SLOPE ISOLATIONEX. GAS VALVE 200' U P SL O P E I S OL A TI O N UEUEUEWFD FD VERMONT ROUTE 116 / HINESBURG ROADHIGHLAND TERRACEN/F S. & S. MCALLISTER n/f FARLEY LIVING TRUST n/f L. LUXENBURGn/f B. GARDNER n/f H.&M. DUBOIS D. & L. KERWIN n/f M.&M. ABRAMSEX. BUILDINGEXISTING BUILDING 432 434 436 438 442 4 4 4 44 6 448 43 4 4 3 6 438432 4 3 4 424 4 2 6 428 4 3 4 4 3 2 4 2 6 4 3 0432428 450440 440 430 420 420 430 W426428430428 430 4324324304 3 4 X X X XX XX X X X X X XX X XX X XX X X X WCLASS III WETLAND 429 430 W PROPOSED ELECTRICAL TRANSFORMER 432 432 430 REAR SETBACK 30' 10' 20' SIDE SETBACK FRONT SETBACK LOT AREA 20,000 SF DIMENSIONAL SUMMARY REQ'D. EXISTING LOT 1 15%BUILDING COVERAGE EXISTING LOT 2 PROPOSED LOT 2 15% 12,000 SF 93' 12' 25' 35'BUILDING HEIGHT MAX.≤35' THESE PROPERTIES LIE WITHIN THE NEIGHBORHOOD RESIDENTIAL ZONING DISTRICT (NR) DSM BRR GAC 1" = 40' 18232 C1.0 LOCATION MAP 1" = 2000' OVERALL PROPOSED CONDITIONS SITE 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 DONALD & LOIS KERWIN 234 BOUTIN ROAD HINESBURG VERMONT 05403 209 HIGHLAND TERRACE SOUTH BURLINGTON, VT PROJECT LOCATION 116 SO. BURLINGTONWILLISTON116 DONALD & LOIS KERWIN KERWIN SUBDIVISION 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 A PLAT ENTITLED "PLAT OF SURVEY DONALD & LOIS KERWIN" DATED 2018 PREPARED BY CIVIL ENGINEERING ASSOCIATES INC . 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 DECEMBER 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.CONTOUR INFORMATION IS BASED UPON LIDAR DATA FROM 2004. HORIZONTAL AND VERTICAL DATUM BASED ON VCS NAD 83 AND NAVD 88. 5.WETLAND DATA PROVIDED BY ARROWWOOD ENVIRONMENTAL, DATED JUNE 22, 2021. WETLAND IDENTIFICATION THROUGH FIELD INVESTIGATION BY ARROWWOOD ENVIRONMENTAL, 2021. WETLAND MAPPING BY ARROWWOOD ENVIRONMENTAL FROM SUB-METER GRADE GPS DATA COLLECTED AT THE TIME OF DELINEATION. LEGEND ST EXISTING CONTOUR EXISTING GRAVEL EXISTING PAVEMENT EXISTING STORM EXISTING WELL EXISTING SEWER MANHOLE EDGE OF BRUSH/WOODS APPROXIMATE SETBACK LINE APPROXIMATE PROPERTY LINE W S SEP., 2020 9/2/20 DSM SKETCH PROPOSED LOT 3 15% 96' 11' 25' ≤35' PROPOSED LOT 4 15% 98' 11' 25' ≤35' 6% 51,690 SF 74' 35' 99' NO CHANGE N/A 36,000 SF N/A N/A N/A NONE 12,000 SF 12,000 SF 1/26/21 DSM PRELIMINARY FINAL 30%TOTAL COVERAGE MAX.24.3%24.6%24.6%11%<1% 3/04/21 DSM REVISED PER CITY COMMENTS APPROXIMATE EASEMENT LINE 3/16/21 DSM REVISED PER CITY COMMENTS WETLANDS EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE 6/28/21 DSM ADD CLASS III WETLAND DATA FD EXISTING FOUNDATION DRAIN 9/20/21 DSM REVISED PER CITY COMMENTS 10/26/21 DSM REVISED CULVERTS / DRIVEWAYS 3/28/22 DSM UPDATE UTILITY ALIGNMENTS PER GMP 5/25/22 DSM REVISED GRADING, DRIVEWAYS & FFE WWWWGGGGGGGGG GGUE UE UE UE UE UE UE UE UE UE 200' UP SLOPE ISOLATIONS S S S S S S S WGGGGGGGG GGGETCETCETCETCETCETCETCETCETCETCETCETCSSSSSSSSSSSSS S S S S S S S 20'ETC ETC ETC ETC EXISTING BRICK PAVER WALKWAY 100' UP SLOPE ISOLATION 11'(10' MIN.)30' REAR YARD SETBACK & UTILITY EASEMENT S S S SMH RIM=432.6 INV. IN (8" S)=421.6 INV. OUT(8" N)=421.5 SMH RIM=423.4 INV. IN (8" S)=414.7 INV. OUT(8" N)=414.6 EX. 4" SDR 35 PVC SMH RIM=438.0 2 0 '100' DOWN SLOPE ISOLATION200' UP SL OPE IS OLATI O N 25' BUILD TO LINE 20' WIDE UTILITY EASEMENT 20' SEWER EASEMENT W EX. C/O EX. C/O EX. C/O INV.=423.7 12' WIDE DRIVEWAY MATCH EXISTING GRADE MATCH EXISTING GRADE MATCH EXISTING GRADE 12' WIDE DRIVEWAY PROPOSED HOUSE PROPOSED HOUSE PROPOSED HOUSE PATIO PATIO PATIO 10' WIDE UTILITY EASEMENT NEW C/O 20' WIDE FOUNDATION DRAIN & WATER EASEMENT S PROPOSED 4" SDR 35 PVC SEWER SERVICE, 14" PER FOOT MIN. SLOPE 100' D O W N SL O P E ISOL A TI O N INV.=425.9 NEW C/O NEW C/O INV.=423.7±100' DOW N SL OPE ISOL ATI O N EXISTING WELL APPROXIMATE LOCATION OF EXISTING WASTEWATER DISPOSAL FIELD EXISTING 4" PVC SEWER SERVICE EXISTING 8" PVC SEWER MAINEX. 4" PVC EX. C/O TREE LIMITS TO BE RETAINED w/ FENCING (TYP.) EXISTING LOT 1 ABANDONED WASTEWATER DISPOSAL FIELD PROPOSED PROPERTY LINE (TYP.) PROPOSED LOT 3 PROPOSED LOT 4 CUT AND DAYLIGHT EXISTING FOUNDATION DRAINAGE LINE, INTO RAIN GARDEN (429.4±) PROPOSED LOT 2 200' DOWN SLOPE ISOLATIONPROPOSED 4" SDR 35 PVC MIN. SLOPE 14" PER FT. (TYP.) EX. GAS VALVE 200' U P S L O P E I S O L ATI O N UE UEUEUE UEUEUEPROPOSED 1" ABS TUBING RATED FOR 1,000 PSI WATER SERVICE (TYP.) MAINTAIN MIN. VERTICAL SEPARATION DISTANCE NEW WELL PREVIOUSLY PERMITTED WELL PERMIT # WW-4-5329 FINISH GRADE (TYP.) W PROPOSED 3' x 3' CONC. PAD FOR HEAT PUMP w/ CONIFER TREE SCREENING (TYP.) EX. C/O 50' W E T L A N D BUF F E R FD FD FD FD EXISTING GR A V E L D R I V E W A Yn/fB. GARDNERn/fH.&M. DUBOISEX. SHED 10' SIDE YARD SETBACK & 12' UTILITY EASEMENT VERMONT ROUTE 116 / HINESBURG ROADHIGHLAND TERRACEN/F S. & S. MCALLISTER n/f FARLEY LIVING TRUST H.&M. DUBOIS D. & L. KERWIN EX. BUILDINGEXISTING BUILDING 432 434 436 438 442 4 4 4 44 6 448 4 3 4 4 3 6 438432 4 3 4 424 4 2 6 428 4344 3 2 42 6 440 430 430 W426428430428 430 4324324304 3 4 WCLASS III WETLAND 429 430 PROPOSED RAIN GARDEN GRASS LINED EMERGENCY OVERFLOW ELEV.=428.9 +429.5± FFE = 433.6± FFE CONC. = 429.2± +429.1 +4 2 8 . 7 433.1 +433.1 +432.8+432.8 +FFE = 435.6± FFE CONC. = 430.7± FFE = 437.6± FFE CONC. = 432.9± 4 2 9 . 4+429.0 +435.1 +435.1 +434.8+434.8 +4 3 1 . 1+430.5 ++ 437.1+ 436.8+ 436.8 432.7++432.7+43 2 . 3 +430.6+430.65+430.6432.5 +437.1 ++427.2±+ 426.5±+ 429.0±+431.3±+ 430.7±+432.6+428. 911.4 '10" M IN . W 2'PROPOSED ELECTRICAL TRANSFORMER 432 432 430 434432 436 434 + 434.5434436434 434 434.2 +12'18'12'18'12' WIDE DRIVEWAY12'18'UE DSM DSM GAC 1" = 20' 18232 C1.2 SEP., 2020 LOCATION MAP 1" = 2000' DONALD & LOIS KERWIN KERWIN SUBDIVISION PROPOSED CONDITIONS SITE 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. 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. 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.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND INSPECTION SERVICES INDICATED IN THE CONTRACT DOCUMENTS, TYPICAL FOR CONCRETE AND SOIL TESTING. 18.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. 19.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 PROJECT LOCATION 116 SO. BURLINGTONWILLISTON116 W ST S W E PROPOSED GRAVEL PROPOSED SWALE PROPOSED ELECTRIC PROPOSED STORM PROPOSED GRAVITY SEWER PROPOSED WATER PROPOSED WELL S PROPOSED SEWER MANHOLE D PROPOSED STORM MANHOLE PROPOSED CATCH BASIN REBAR SET PROPOSED SHUT OFF PROPOSED UTILITY POLE PROPOSED EDGE OF BRUSH/WOODS PROPOSED SETBACK LINE PROPOSED PROPERTY LINE PROPOSED YARD DRAIN LEGEND ETC G ST S W EXISTING CONTOUR EXISTING FENCE EXISTING GRAVEL EXISTING SWALE EX. ELEC., TEL. & CABLE EXISTING GAS EXISTING STORM EXISTING GRAVITY SEWER EXISTING WATER EXISTING WELL EXISTING SEWER MANHOLE EXISTING UTILITY POLE EDGE OF BRUSH/WOODS APPROXIMATE SETBACK LINE APPROXIMATE PROPERTY LINE IRON ROD/PIPE FOUND W S EXISTING PAVEMENT EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE EXISTING SHUT OFF X TREE TO BE REMOVED APPROXIMATE EASEMENT LINE PROPOSED EASEMENT LINE WETLANDS FD EXISTING FOUNDATION DRAIN FD PROPOSED FOUNDATION DRAIN 234 BOUTIN ROAD HINESBURG VERMONT 05403 209 HIGHLAND TERRACE SOUTH BURLINGTON, VT 3/04/21 DSM REVISED PER CITY COMMENTS 3/16/21 DSM REVISED PER CITY COMMENTS 4/21/21 DSM REVISED PER STATE COMMENTS 6/28/21 DSM ADD CLASS III WETLAND DATA 9/20/21 DSM REVISED PER CITY COMMENTS 10/04/21 DSM RAIN GARDEN / REV. DRIVEWAYS 10/26/21 DSM REVISED CULVERTS / DRIVEWAYS 3/28/22 DSM UPDATE UTILITY ALIGNMENTS PER GMP 5/25/22 DSM REVISED GRADING, DRIVEWAYS & FFE GGGGGGGGGGGGGGGGGGGGGGETCETCETCETCETCETCETCETCETCETCETCETCETC ETC ETC ETC EXISTING BRICK PAVER WALKWAY S S S SMH RIM=432.6 INV. IN (8" S)=421.6 INV. OUT(8" N)=421.5 SMH RIM=423.4 INV. IN (8" S)=414.7 INV. OUT(8" N)=414.6 SMH RIM=438.0 PROPOSED HOUSE PROPOSED HOUSE PROPOSED HOUSE TREE LIMITS TO BE RETAINED w/ FENCING (TYP.) EXISTING LOT 1 EX. GAS VALVE 50' W E T L A N D BUF F E R EXISTING GR A V E L D R I V E W A Yn/fB. GARDNERn/fH.&M. DUBOISEX. SHED VERMONT ROUTE 116 / HINESBURG ROADHIGHLAND TERRACEN/F S. & S. MCALLISTER n/f FARLEY LIVING TRUST H.&M. DUBOIS D. & L. KERWIN EX. BUILDINGEXISTING BUILDING 432 434 436 438 442 4 4 4 44 6 448 4 3 4 4 3 6 438432 4 3 4 424 4 2 6 428 4344 3 2 42 6 440 430 430 426428430428 430 4324324304 3 4 X X X XX XX X X X X X XX X XX X X X X X X CLASS III WETLAND 429 430 +429.5± FFE = 433.6± FFE CONC. = 429.2± +429.1 +4 2 8 . 7 433.1 +433.1 +432.8+432.8 +FFE = 435.6± FFE CONC. = 430.7± FFE = 437.6± FFE CONC. = 432.9± 4 2 9 . 4+429.0 +435.1 +435.1 +434.8+434.8 +4 3 1 . 1+430.5 ++ 437.1+ 436.8+ 436.8 432.7++432.7+43 2 . 3 +430.6+430.65+430.6432.5 +437.1 ++427.2±+ 426.5±+ 429.0±+431.3±+ 430.7±+432.6+428. 9 TEMPORARY STOCKPILE LOCATION FOR PROJECT APPROXIMATE AREAS OF DISTURBANCE = 0.95± AC. LIMITS OF DISTURBANCE INSTALL SILT FENCE, SEE DETAIL, SHEET C3.0 (TYP.) LIMITS OF DISTURBANCE INSTALL STABILIZED CONSTRUCTION ENTRANCE(S) TO NEW CONSTRUCTION AREA 432 432 430 434432 436 434 + 434.5434436434 434 434.2 + DSM DSM BRR/GAC 1" = 20' 18232 C1.3 LOCATION MAP 1" = 2000' DONALD & LOIS KERWIN KERWIN SUBDIVISION PROPOSED EPSC 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 PROJECT LOCATION 116 SO. BURLINGTONWILLISTON116 W ST S W E PROPOSED GRAVEL PROPOSED SWALE PROPOSED ELECTRIC PROPOSED STORM PROPOSED GRAVITY SEWER PROPOSED WATER PROPOSED WELL S PROPOSED SEWER MANHOLE D PROPOSED STORM MANHOLE PROPOSED CATCH BASIN REBAR SET PROPOSED SHUT OFF PROPOSED UTILITY POLE PROPOSED EDGE OF BRUSH/WOODS PROPOSED SETBACK LINE PROPOSED PROPERTY LINE PROPOSED YARD DRAIN LEGEND ETC G ST S W EXISTING CONTOUR EXISTING FENCE EXISTING GRAVEL EXISTING SWALE EX. ELEC., TEL. & CABLE EXISTING GAS EXISTING STORM EXISTING GRAVITY SEWER EXISTING WATER EXISTING WELL EXISTING SEWER MANHOLE EXISTING UTILITY POLE EDGE OF BRUSH/WOODS APPROXIMATE SETBACK LINE APPROXIMATE PROPERTY LINE IRON ROD/PIPE FOUND W S EXISTING PAVEMENT EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE EXISTING SHUT OFF X TREE TO BE REMOVED APPROXIMATE EASEMENT LINE PROPOSED EASEMENT LINE WETLANDS FD EXISTING FOUNDATION DRAIN FD PROPOSED FOUNDATION DRAIN SEP., 2020 9/02/20 DSM SKETCH 234 BOUTIN ROAD HINESBURG VERMONT 05403 209 HIGHLAND TERRACE SOUTH BURLINGTON, VT 1/26/21 DSM PRELIMINARY FINAL 3/04/21 DSM REVISED PER CITY COMMENTS 3/16/21 DSM REVISED PER CITY COMMENTS 6/28/21 DSM ADD CLASS III WETLAND DATA 9/20/21 DSM REVISED PER CITY COMMENTS 10/26/21 DSM REVISED CULVERTS / DRIVEWAYS 3/28/22 DSM UPDATE UTILITY ALIGNMENTS PER GMP 5/25/22 DSM REVISED GRADING, DRIVEWAYS & FFE EXISTING BRICK PAVER WALKWAY PROPOSED HOUSE PROPOSED HOUSE PROPOSED HOUSE TREE LIMITS TO BE RETAINED w/ FENCING (TYP.) EXISTING LOT 1 EXISTING GR A V E L D R I V E W A Yn/fB. GARDNERn/fH.&M. DUBOISEX. SHED VERMONT ROUTE 116 / HINESBURG ROADHIGHLAND TERRACEN/F S. & S. MCALLISTER n/f FARLEY LIVING TRUST H.&M. DUBOIS D. & L. KERWIN EX. BUILDINGEXISTING BUILDING 432 434 436 438 442 4 4 4 44 6 448 4 3 4 4 3 6 438432 4 3 4 424 4 2 6 428 4344 3 2 42 6 440 430 430 Am Am RhPE RhPJ 2 RhPJ RhPE RhPE 3 BGM 3 BCG 3 BWG KalP KalP 2 CRR 3 HBBRhPJ RhPE 3 CRR RhPE 5 IBH IJD 5 IBH 7 Iv 7 Ep 3 Ep 6 At 5 Or 5 Ac 3 Or 6 At 7 CRR 10 Ep 11 Or 5 At 3 CsK 3 CsK Ma Md Pc 7 LST 7 LST 5 Or 2 Ep 7 Iv 6 Iv 6 Iv 6 Iv Pc Pc 6 Rl4 Rl 5 Rl Ca Md Ca Ca DSM DSM BRR/GAC 1" = 20' 18232 C1.4 LOCATION MAP 1" = 2000' DONALD & LOIS KERWIN KERWIN SUBDIVISION PROPOSED LANDSCAPE 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 PROJECT LOCATION 116 SO. BURLINGTONWILLISTON116 W ST S W E PROPOSED GRAVEL PROPOSED SWALE PROPOSED ELECTRIC PROPOSED STORM PROPOSED GRAVITY SEWER PROPOSED WATER PROPOSED WELL S PROPOSED SEWER MANHOLE D PROPOSED STORM MANHOLE PROPOSED CATCH BASIN REBAR SET PROPOSED SHUT OFF PROPOSED UTILITY POLE PROPOSED EDGE OF BRUSH/WOODS PROPOSED SETBACK LINE PROPOSED PROPERTY LINE PROPOSED YARD DRAIN LEGEND ETC G ST S W 100 EXISTING CONTOUR EXISTING FENCE EXISTING GRAVEL EXISTING SWALE EX. ELEC., TEL. & CABLE EXISTING GAS EXISTING STORM EXISTING GRAVITY SEWER EXISTING WATER EXISTING WELL EXISTING SEWER MANHOLE EXISTING UTILITY POLE EDGE OF BRUSH/WOODS APPROXIMATE SETBACK LINE APPROXIMATE PROPERTY LINE IRON ROD/PIPE FOUND W S EXISTING PAVEMENT EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE EXISTING SHUT OFF X TREE TO BE REMOVED APPROXIMATE EASEMENT LINE PROPOSED EASEMENT LINE WETLANDS FD EXISTING FOUNDATION DRAIN FD PROPOSED FOUNDATION DRAIN SEP., 2021 234 BOUTIN ROAD HINESBURG VERMONT 05403 209 HIGHLAND TERRACE SOUTH BURLINGTON, VT Buxus microphylla 'Chicago Green'BCG 3 gal.Chicago Green Boxwood Buxus microphylla 'Green Mountain'BGM 3 gal.Green Mountain Boxwood Buxus microphylla 'Winter Gem'BWG 3 gal.Winter Gem Boxwood Cornus obliqua 'Red Rover'CRR 3 gal.Red Rover Silky Dogwood Cornus sericea 'Kelsei'CsK 3 gal.Kelsey's Dwarf Dogwood Hydrangea seratta 'Blue Billows'HBB 3 gal.Blue Billows Hydrangea Kalmia latifolia 'Peppermint'KalP 3 gal.Peppermint Mountain Laurel Ligustrum vulgare 'Straight Talk'LST 3 gal.Straight Talk Privet Pyrus calleryana 'Autumn BlazePc Autumn Blaze Pear 'Purpureum Elegans'RhPE 5 gal.Elegant Purple Rhododendron Rhododendron PJMRhPJ 5 gal.PJM Rhododendron Amelanchier canadensis Am 2 5-6 ft.Shadblow Serviceberry Acer x freemanii 'Jeffersred'Ac 5 2-2.5 in.Autumn Blaze Maple Iris versicolorIv 1 gal.Blue Flag Iris Osmunda regalisOr 1 gal. Royal Fern Eupatorium purpureumEp 1 gal.Joe Pye Weed Asclepias tuberosaAt 1 gal. Common Milkweed Ilex verticillata 'Berry Heavy'IBH 3 gal.Berry Heavy Winterberry Ilex verticillata 'Jim DandyIJD 3 gal.Jim Dandy Winterberry SCIENTIFIC NAMEKEYQU SIZE/SPEC.COMMON NAME P L A N T L I S T Malus adamsMa Adams Crabapple Malus dolgoMd 2-2.5 in.Dolgo Crabapple 2-2.5 in. 2-2.5 in. 3 3 3 12 6 3 10 1 2 14 1 2 3 5 4 15 17 22 24 Rudbeckia laciniataRl Green-headed Coneflower 1 gal.15 Cornus alternifoliaCa Pagoda Dogwood3 W O O D Y P L A N T S P E R R E N I A L S Rhododendron catawbiense SCIENTIFIC NAMEKEYQU SIZE/SPEC.COMMON NAME 2-2.5 in. 6/17/22 DSM ADD REVISED LANDSCAPING P:\AutoCADD Projects\2018\18232\1-CADD Files-\dwg\18232-SITE.dwg, 6/20/2022 2:20:47 PM, broberts TBar Fnd.0.8' AG1416 Hinesburg Roadn/f Farley Living TrustVol. 1351 Pg. 441430 Hinesburg Roadn/fWilliamson, J. A.Vol. 772 Pg. 651238 Highland Terracen/fLuxenburg, L.174 Highland Terracen/fAbrams, M. & M.IPF 1"0.6' AGDstrbd.IPF 1"FlushIron StakeFnd 0.5' BGIRF 12"1.3' AGDstrbd.IPF 1"FlushBrokenCRF 58"FlushIRF 58"1' AGDisturbed(not used)CRSJAN 20201375 Hinesburg Roadn/f Gardner, B.1405 Hinesburg Roadn/f Dubois, H. & M.60' ROW (Ref Plan C)Grid(Survey Note 2 ) to Van Sicklen Rd.to Route 2 to Dubois Dr.to Hinesburg Rd.S 07°18'35" E119.89'S 07°43'33" E120.02'N 08°10'37" W149.48'66' ROW (Survey Note 7)N 06°50'09" W150.00'1420 Hinesburg RoadKerwin, D. & L.V. 66 P.111 & V. 85 P.1342.013± Acres Exist. TotalN 07°16'08" W59.69'IPF 1"1' AGSS12,000 Sq. Feet51,700 Sq. Feet1.187± AcresProposed Lot 1Proposed Lot 3N 81°21'31" E 259.84'N 81°21'31" E 177.02'S 06°26'51" E8.13'N 06°26'51" W59.14'S 81°20'21" W183.77'S 81°20'21" W258.98'WGGGGG139.96'10' setback20' setback20' setback30' setback10' setback10' setbackS 08°38'17" EExistingHouseGarageShedShedAppox.w/w20' Wide Foundation Drain & Water Easement20' SewerEasement0.275± Acres20' Wide Utility Easementto serve ProposedLots 2, 3 & 420'12,000 Sq. Feet12,000 Sq. FeetProposed Lot 2Proposed Lot 4S 81°20'21" W 179.55'N 81°20'21" E 181.67'S 08°16'48" E66.44'S 08°16'48" E65.67'N 06°26'51" W65.72'S 06°26'51" E66.49'CRPCRP10' setback10' setback10' setback10' setback10' setback10' setback0.275± Acres0.275± Acres10' Wide Utility Easementto serve Proposed Lot 410'12' Wide Utility Easementto serve ProposedLots 3 & 425' build-toT-Bar FoundDisturbedS 08°16'48" E30' Wide Utility Easementto serve Proposed Lot 4CRPCRPCRSJAN 2020CRSJAN 2020N 06°26'51" W67.38'30' setback &Utility Ease30' setback &Utility Easement30' setback &Utility Easementline20'25'build-to line25' build-toline30' 30' 18232TRC1" = 40'Jan., 2021JLMGAC802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403CIVIL ENGINEERING ASSOCIATES, INC.ACELOCATION MAPNOT to SCALEP1Donald & Lois Kerwin1420 Hinesburg Road, South Burlington, VTPROPOSED 3 LOT SUBDIVISIONRECEIVED FOR RECORDING IN THE LAND RECORDS OF THE CITY OF SOUTHBURLINGTON, VERMONT, AT______________ O'CLOCK ON THE ______ DAY OF__________, 20_____.ATTEST: ____________________________, CITY CLERKAPPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THECITY OF SOUTH BURLINGTON, VERMONT, ON THE _____ DAY OF _____________,20____, SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAIDRESOLUTION. SIGNED THIS _____ DAY OF ______________, 20______.BY ___________________________________, CHAIRPERSONTo the best of my knowledge andbelief this plat depicts the results ofa survey conducted by me asdescribed in "Survey Notes" above,based upon our analysis of landrecords and evidence found in thefield. Existing boundaries shownare in substantial conformance withthe records, except as noted. Thisplat is in substantial compliancewith 27 VSA 1403, "Recording ofLand Plats". This statement validonly when accompanied by myoriginal signature and seal._________________________________Timothy R. Cowan VT LS 597ORIGINAL INK on MYLAR PROJECTLOCATION116- Survey Notes -1.Purpose of this survey is to retrace, monument, document and subdivide theboundaries of an existing parcel of land deeded to Donald and Lois Kerwin bywarranty deed dated July 8, 1963 recorded Volume 66 Page 111 and warrantydeed dated January 11, 1967 recorded Volume 85 Page134 of the City of SouthBurlington Land Records. Other neighboring property lines and buildingsshown MAY be approximate only, and are shown for information purposes only.2.Field survey was conducted fall 2018 and consists of a closed-loop traverseutilizing a robotic total station instrument. Bearings shown are from Grid North,Vermont Coordinate System of 1983, based upon our GPS observations on oradjacent to the site (Reference Frame NAD83 (2011, Epoch 2010)).3.Iron pipes shown as “found” are typically labeled with inside diameter, rodswith outside diameter, unless otherwise indicated. Condition of pipes, rodsand markers found are “good” or "fair" unless otherwise noted. Cornersdenoted “Set” typically consist of 5/8” diameter rebar capped with aluminumdisks stamped “Civil Engineering Assocs. - VT LS 597 & VT LS 109314”,typically set flush with existing grade.4.Not being within the scope of this survey, Civil Engineering Associates, Inc. hasconducted no investigation whatsoever respecting whether or not the propertyand each component thereof is in compliance with state or local permits.5.Utilities shown do not purport to constitute or represent all utilities located uponor adjacent to the surveyed premises. Existing utility locations are approximateonly. Buried utilities shown are depicted based solely on surface indications.Actual locations may vary. Contact Dig Safe (888-344-7233) prior to anyconstruction.6.Parcels lie in the Southeast Quadrant Neighborhood Residential Zoning District.7.Vermont Agency of Transportation Highway Project NRS-140, October 1933.- Referenced Plats or Plans -A."Plot Plan; Donald F. Kerwin Property", by Webster-Martin, Inc.,dated June 18, 1963, Map Slide 42.B."Lot Layout - H. Dubois", dated August 1969, Map Slide 94.C."Plat of Subdivision for Smart Associates", by Trudell ConsultingEngineers, dated 1978, Map Slide 113.D."Proposed 2 Lot Subdivision Donald & Lois Kerwin", by CivilEngineering Associates, Inc.E."Kerwin Subdivision Proposed Conditions Site Plan", by CivilEngineering Associates, Inc.GExisting FenceExisting GravelExisting GasExisting WellExisting Sewer ManholeExisting Utility PoleExisting Setback LineSubject Property LineIron Rod/Pipe FoundT-Bar FoundWSS O . B U R L I N G T O N WI L L I S T O N 116Above / Below GradeNow or FormerlyCapped Rebar ProposedAG/BGN/F- Legend -Proposed Lot LineProposed Setback LineCalculated PointIRF/IPFProposed Easement LineCRP1/26/21DSM PRELIMINARY FINAL3/04/21DSMREVISED PER CITY COMMENTSCapped Rebar SetCRS3/28/22DSMREVISED UTILITY EASEMENTS PER GMP4/04/22TRCREFORMAT for RECORDING5/25/22TRCREVISED ELEC. UTILITY EASEMENTS