Loading...
HomeMy WebLinkAboutSP-24-28 - Plans - Record - 1879 Williston RoadPROJECT SITE PICVT, LLC 1879 WILLISTON ROAD, SOUTH BURLINGTON PROPOSED SITE IMPROVEMENTS DONALD L. HAMLIN CONSULTING ENGINEERS, INC. 136 Pearl Street, Essex Junction, VT 05452 LOCATION MAP 1" =1000' VICINITY MAP 1" = 100' NOVEMBER 14, 2023 SHEET INDEX 1 PROPOSED SITE PLAN 2 DETAILS 3 LANDSCAPING PLAN REVISED: JULY 31, 2024 LEGEND 48" RCP CULVERT 52" X 7 8 " M E T A L A R C H C U L V E R T ( A P P R O X I M A T E L O C A T I O N ) CITY OF SOUTH BURLINGTON STORM DRAINAGE EASEMENT POTAS H B R O O K CITY OF SOUTH BURLINGTON DRAINAGE AND SEWER EASEMENT GREEN MOUNTAIN POWER CORPORATION UTILITY EASEMENT FRONT SETBACK EXISTING SIGNS 300 30 0 300 300 300 3 0 0 30 0 30 1 3 0 1 300 300 297 298 299 300 301 302 303 SIDE SETBACK SIDE SETBACK REAR SETBACK SNO W S T O R A G E A R E A SNOW STORAGE AREA EX EX NEW CHAIN LINK FENCE, SEE DETAIL NEW CHAIN LINK FENCE SLIDING GATE, 24' OPENING NEW CEMENT CONCRETE DUMPSTER PAD NEW SCREENED DUMPSTER ENCLOSURE WITH SLIDING GATE, SEE DETAIL PREVIOUSLY APPROVED CHAIN LINK FENCE, PREVIOUSLY APPROVED BIKE RACKS PREVIOUSLY APPROVED BUILDING LIGHTS REMOVE SOIL PILES, REGRADE AREA TO MATCH EXISTING GRADE, INSTALL NEW TOPSOIL, SEED AND MULCH, TYPICAL CLEAN CULVERT INLET AND GRADE AREA TO DRAIN REMOVE EXISTING CONCRETE BLOCKS AND SOIL RAMP 18' 18' 10' 10'10' 10' DLHCE CRD/JPK CRD JPK 11/14/2023 1" = 20' 23-365 1 PICVT, LLC 2176 ANDREA LANE FORT MYERS, FL 33901 1879 WILLISTON ROAD SOUTH BURLINGTON PROPOSED SITE PLAN 11/21/2023 LABEL EXISTING LIGHT FIXTURES JPK GENERAL NOTES: 1)EXISTING FEATURES AND APPROXIMATE PROPERTY LINE LOCATIONS DEPICTED ON THIS PLAN ARE BASED ON THE FOLLOWING: A.2003 FIELD SURVEY PERFORMED BY DONALD L. HAMLIN CONSULTING ENGINEERS, INC. B.2023 DIGITAL IMAGERY PROVIDED BY THE VERMONT CENTER FOR GEOGRAPHIC INFORMATION. 2)CONTOURS SHOWN ON THIS PLAN ARE BASED ON THE FOLLOWING: A.DIGITAL ELEVATION MODEL LIDAR DATA PROVIDED BY THE STATE OF VERMONT OPEN GEODATA PORTAL. 3)ALL UTILITIES SHOWN ON THIS PLAN ARE BASED ON THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. THE CONTRACTOR SHALL EXCAVATE WITH CAUTION AT ALL TIMES. ANY UTILITIES DAMAGED OR DISTURBED BY THE CONTRACTOR DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED IN A TIMELY FASHION AT THE EXPENSE OF THE CONTRACTOR. 4)THE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION PREVENTION AND SEDIMENT CONTROL MEASURES THROUGHOUT THE DURATION OF THE CONSTRUCTION IN ACCORDANCE WITH THE "LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND SEDIMENT CONTROL", LATEST EDITION, AS PUBLISHED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. ALL AREAS OF DISTURBANCE SHALL BE STABILIZED WITHIN 7 CALENDAR DAYS OF INITIAL DISTURBANCE. AFTER THIS TIME, ANY DISTURBANCE IN THE AREA MUST BE STABILIZED AT THE END OF EACH WORK DAY, UNLESS; WORK IS TO CONTINUE IN THE AREA WITHIN THE NEXT 24 HOURS AND THERE IS NO PRECIPITATION FORECAST FOR THE NEXT 24 HOURS; OR THE WORK IS BEING PERFORMED IN A SELF-CONTAINED EXCAVATION WITH A DEPTH OF 2 FEET OR GREATER (i.e. HOUSE FOUNDATION, UTILITY TRENCHES). ALL AREAS OF DISTURBANCE SHALL HAVE PERMANENT STABILIZATION WITHIN 48 HOURS OF REACHING FINAL GRADE. 06/11/2024 JPK REVISE LANDSCAPING, ADD NEW FENCE AND GATE, RELOCATE DUMPSTER PAD AND ENCLOSURE, REMOVE SOIL PILES, GRADING FOR DRAINAGE IN REAR PARKING AREA, ADD BUILDING MOUNTED SIGN, REV GENERAL NOTE 1)B,UPDATE BACKGROUND IMAGERY, REVISE COVERAGE COMPS REMOVE LIGHTING SCHEDULE, LABEL BUILDING MOUNTED LIGHTS AS PREVIOUSLY APPROVED, LABEL BIKE RACKS AS PREVIOUSLY APPROVED, REMOVE NEW BUILDING SIGN, REMOVE LANDSCAPING LABELS, LABEL PORTION OF FENCE ASPREVIOUSLY APPROVED 07/31/2024 JPK 5' O.C. (TYP.) TYPICAL DUMPSTER SCREENING CHAINLINK FENCE DETAIL NTS NO. 7 GALVANIZED TENSION WIRE GALVANIZED CHAIN LINK FABRIC WOVEN IN 2'' MESH WITH BLACK PRIVACY SLATS WIRE TIES (TYP.) TENSION WIRE BRACE TENSION ROD GALVANIZED CORNER POST CONCRETE FOOTING AS REQUIRED (TYP.) GALVANIZED LINE POST 6' 2'' TYPICAL DUMPSTER PAD DETAIL NTS #6 REBAR, 12" O.C., EACH WAY 4,000 PSI CONCRETE 8" VARIES, SEE PLAN 12" GRAVEL SUBBASE COMPACTED IN 6" LIFTS TO A DENSITY OF 95% OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST, ACCORDING TO ASTM D698 KNUCKLED TOP SELVAGES 5' O.C. (TYP.) TYPICAL CHAINLINK FENCE DETAIL NTS NO. 7 GALVANIZED TENSION WIRE GALVANIZED CHAIN LINK FABRIC WOVEN IN 2'' MESH WIRE TIES (TYP.) TENSION WIRE BRACE TENSION ROD GALVANIZED CORNER POST CONCRETE FOOTING AS REQUIRED (TYP.) GALVANIZED LINE POST 6' 2'' KNUCKLED TOP SELVAGES CRD/JPK CRD JPK 11/14/2023 NTS 23-365 2 PICVT, LLC 2176 ANDREA LANE FORT MYERS, FL 33901 1879 WILLISTON ROAD SOUTH BURLINGTON DETAILS 11/21/2023 REMOVE RAB WPLED26N CUT SHEET JPK 06/11/2024 ADD BUILDING MOUNTED SIGN DETAIL JPK 07/31/2024 JPK REMOVE NEW BUILDING MOUNTED SIGN DETAIL, REMOVE BUILDING MOUNTED LIGHT DETAIL, REMOVE TYPICAL POST & RING BIKE RACK DETAIL, REMOVE TYPICAL BIKE CONCRETE PAD DETAIL 48" RCP CULVERT 52" X 7 8 " M E T A L A R C H C U L V E R T ( A P P R O X I M A T E L O C A T I O N ) POTAS H B R O O K EXISTING SIGNS 300 30 0 300 300 300 3 0 0 30 0 30 1 3 0 1 300 300 297 298 299 300 301 302 303 EX EX 18' 18' 10' 10'10' 10' EXISTING MAPLE TREE H G C E F C H C D E D C B A PB PB (4) EXISTING POPLAR TREES RB HL WC PROPOSED LANDSCAPING NOTES SYM QTY BOTANICAL NAME COMMON NAME SIZE EXISTING SHRUBS 1 DASIPHORA FRUTICOSA SHRUBBY CINQUEFOIL 1 SYRINGA VULGARIS LILAC 6 COTONEASTER HORIZONTALIS ROCK COTONEASTER 2 CLETHRA ALNIFOLIA SWEET PEPPERBUSH 1 HYPERICUM KALMIANUM KALM'S ST. JOHN'S WORT 1 HYDRANGEA ARBORESCENS SMOOTH HYDRANGEA 12 HOSTA PLANTAGINEA HOSTA EXISTING TREES 2 THUJA OCCIDENTALIS WHITE CEDAR est. 15' 1 BETULA PAPYRIFERA PAPER BIRCH est. 12-14' 20 THUJA OCCIDENTALIS WHITE CEDAR est. 18-20' 3 BETULA NIGRA RIVER BIRCH est. 18-20' 1 GLEDITSIA TRIACANTHOS HONEY LOCUST est. 12-14' PROPOSED TREES 1 BETULA PAPYRIFERA MULTI-STEM PAPER BIRCH 12-14' NOTES: EXISTING PLANT SPECIES IDENTIFICATION BASED ON FIELD OBSERVATIONS AND USE OF PL@NTNET APP. AA BB C DD FF GG HH EE PBPB WCWC RBRB HLHL PBPB DLHCE JPK JPK 07/31/2024 1" = 20' 23-365 3 PICVT, LLC 2176 ANDREA LANE FORT MYERS, FL 33901 1879 WILLISTON ROAD SOUTH BURLINGTON PROPOSED LANDSCAPING PLAN GENERAL NOTES: 1)EXISTING FEATURES AND APPROXIMATE PROPERTY LINE LOCATIONS DEPICTED ON THIS PLAN ARE BASED ON THE FOLLOWING: A.2003 FIELD SURVEY PERFORMED BY DONALD L. HAMLIN CONSULTING ENGINEERS, INC. B.2023 DIGITAL IMAGERY PROVIDED BY THE VERMONT CENTER FOR GEOGRAPHIC INFORMATION. 2)CONTOURS SHOWN ON THIS PLAN ARE BASED ON THE FOLLOWING: A.DIGITAL ELEVATION MODEL LIDAR DATA PROVIDED BY THE STATE OF VERMONT OPEN GEODATA PORTAL. 3)ALL UTILITIES SHOWN ON THIS PLAN ARE BASED ON THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. THE CONTRACTOR SHALL EXCAVATE WITH CAUTION AT ALL TIMES. ANY UTILITIES DAMAGED OR DISTURBED BY THE CONTRACTOR DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED IN A TIMELY FASHION AT THE EXPENSE OF THE CONTRACTOR. 4)THE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION PREVENTION AND SEDIMENT CONTROL MEASURES THROUGHOUT THE DURATION OF THE CONSTRUCTION IN ACCORDANCE WITH THE "LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND SEDIMENT CONTROL", LATEST EDITION, AS PUBLISHED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. ALL AREAS OF DISTURBANCE SHALL BE STABILIZED WITHIN 7 CALENDAR DAYS OF INITIAL DISTURBANCE. AFTER THIS TIME, ANY DISTURBANCE IN THE AREA MUST BE STABILIZED AT THE END OF EACH WORK DAY, UNLESS; WORK IS TO CONTINUE IN THE AREA WITHIN THE NEXT 24 HOURS AND THERE IS NO PRECIPITATION FORECAST FOR THE NEXT 24 HOURS; OR THE WORK IS BEING PERFORMED IN A SELF-CONTAINED EXCAVATION WITH A DEPTH OF 2 FEET OR GREATER (i.e. HOUSE FOUNDATION, UTILITY TRENCHES). ALL AREAS OF DISTURBANCE SHALL HAVE PERMANENT STABILIZATION WITHIN 48 HOURS OF REACHING FINAL GRADE. 3,034 154.1 Natural Resources Atlas Vermont Agency of Natural Resources 2,298 © Vermont Agency of Natural Resources 117.0 1: WGS_1984_Web_Mercator_Auxiliary_Sphere Meters117.00 NOTES Map created using ANR's Natural Resources Atlas LEGEND 58.00 vermont.gov DISCLAIMER: This map is for general reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. ANR and the State of Vermont make no representations of any kind, including but not limited to, the warranties of merchantability, or fitness for a particular use, nor are any such warranties to be implied with respect to the data on this map. November 10, 2023 THIS MAP IS NOT TO BE USED FOR NAVIGATION 1" = 192 1cm = 23Ft.Meters Wetland - VSWI Class 1 Wetland Class 2 Wetland Wetland Buffer Wetlands Advisory Layer Flood Hazard Areas (Only FEMA-digitized data) AE (1-percent annual chance floodplains with elevations) A (1-percent annual chance floodplains without elevations) AO (1-percent annual chance zone of shallow flooding 1-3 feet) 0.2-percent annual chance flood hazard zone River Corridors (Aug 27, 2019) .5 - 2 sqmi. .25-.5 sqmi. River Corridor Easement Parcels (standardized) Roads Interstate US Highway; 1 State Highway Town Highway (Class 1) Town Highway (Class 2,3) Town Highway (Class 4) State Forest Trail National Forest Trail Legal Trail Private Road/Driveway Proposed Roads Town Boundary