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Home My WebLink About23-A125 11 Corp Road Site PlanLOCUS S46° 30' 53" W 97.10'S79° 54' 33 " W 153.23'S00° 19' 29"E164.99'S80° 43' 1 4 " E 218.64'S29° 16 ' 04 "E144.64 'N08° 39' 19"W305.99'10.0'20.0' 42.0'12.8'11.0'40.0' PROPOSED SEPTIC TANK & LEACHING FIELD 18.0'24.0' 18.0' CORPORATION ROAD (PRIVATE - 40' WIDE)11 SPACESPROPOSED 2" WATER SERVICE LINE PROPOSED UNDERGROUND UTILITIES MAP 93 LOT 28.6.1 MAP 94 LOT 1.4 MAP 94 LOT 2 MAP 93 LOT 28.4 MAP 93 LOT 28.2 MAP 93 LOT 28.1 N85° 46' 03"E 100.00'8685868585 8484 83 83 828180 7978777678798081 82 77 78 7 6 76 7 5 7473 7271 7574737274 74 73 72 71 7069 68 67 68 69 707172 73 74 7576 77 78 79 76757473727175 7 1 727374757677 82 81 80 79 78 74 7576757477 767586 43.2' 53.2' PROPOSED DOUBLE CATCH BASIN RIM = 76.2' INV. OUT = 73.7' PROPOSED RETAINING WALL TOP WALL = 79.0' BOT. WALL = 75.5' PROPOSED RETAINING WALL TOP WALL = 75.0' BOT. WALL = 70.0' PROPOSED ASPHALT PARKING LOT 86 85 84 83 82 81 80 79 78 77 77 75 75 7574 86x4 86x5 CONTRACTOR BAY #1 50'140'140'50' CONTRACTOR BAY #2 CONTRACTOR BAY #3 CONTRACTOR BAY #4 CONTRACTOR BAY #5 CONTRACTOR BAY #6 CONTRACTOR BAY #7 VAN GARAGE DOOR (TYP) 3 SPACES 14.6'11.1'PROPOSED SEWER MANHOLE 24.0'MAP 93 LOT 28.5 47,242± S.F.75x975x975x975x9 75x5 76 76TOP WALL = 75.0' BOT. WALL = 72.5' TOP WALL = 75.0' BOT. WALL = 72.0' TOP WALL = 80.0' BOT. WALL = 78.5' TOP WALL = 77.0' BOT. WALL = 75.5' FES = 73.0' FES = 71.5' PROPOSED CAPE COD BERM PROPOSED CAPE COD BERM 75747578 75x2 74x8EXISTING WATER CURB STOP 74x7EX. PATIO TO BE RELOCATED 75x6 PROPOSED TIGHT TANK PROPOSED RIP-RAP (TYP) PROPOSED 6" HDPE ROOF DRAINS (TYP)PROPOSED ASPHALT DRIVEWAY75x9 PROPOSED CONCRETE APRONPROPOSED DUMPSTER LOCATION 18.7' 74 74PROPOSED 1,000 GALLON LEACHING PIT (TYP) PROPOSED INFILTRATION BASIN PROPOSED DOUBLE CATCH BASIN RIM = 74.3' INV. OUT = 72.3' PROPOSED SEDIMENT FOREBAY 26.5'12.7'75x5 7473727578 77 765' WIDE ROADWAY EASEMENT 5' WIDE TEMPORARY GRADING EASEMENTS08° 39' 19"E143.80'R = 2 5'R=25'PROPOSED 6' HIGH PRIVACY FENCE 11.1'12.9'7172737371 72 73 717273717273 EXISTING TREELINE #11 PROPOSED 50'x140' COMMERCIAL BUILDING (7,000 S.F.) FFE = 76.0' TOF = 77.0' PROPOSED ROOF DRYWELLS (TYP) LOCUS MAP SCALE 1" = 2000' EDWARD L. PESCE, P.E. DATE JOB NO: 7155 FIELD: DATE: SEPTEMBER 19, 2023 DRAWN: SJI CHECK: ELP CALC./DESIGN: ELP PREPARED FOR: GREEN BIRD LANDSCAPING INC. PO BOX 189 CENTERVILLE, MA 02632 LAND SURVEYING BY: ENGINEERING BY: SHEET 3 OF 7 MIN. LOT AREA 40,000 S.F. ITEM REQUIRED PROPOSED 47,242± S.F. MIN. FRONTAGE 100'100' MIN. FRONT SETBACK 30'>30' MIN. SIDE YARD 10'12.7' MIN. REAR YARD 30'N/A MAX. BUILDING HEIGHT 35'<35' ZONING SCHEDULE - B3 DISTRICT MAX. LOT COVERAGE*70%47.4% 35%14.8%MAX. BUILDING COVERAGE* SITE IS LOCATED WITHIN THE AQUIFER PROTECTION DISTRICT PROPOSED COMMERCIAL BUILDING AT 11 CORPORATION ROAD IN YARMOUTHPORT, MASSACHUSETTS (BARNSTABLE COUNTY) DESC.DATENo. REVISIONS: *ARTIFICIAL RECHARGE OF EXCESS RUNOFF MUST BE PROVIDED 18' 4" CAPE COD BERM (TYP) TYPICAL ROADWAY CROSS SECTION NOT TO SCALE 2% 1-1/2" WEARING ASPHALT COURSE 2" BINDER ASPHALT COURSE COMPACTED SUBGRADE 2% 12" 12" OF DENSE GRADED CRUSHED STONE MASS DOT M2.01.7 OR APPROVED EQUAL LOAM AND SEED (4" MIN. DEPTH) LOAM AND SEED (4" MIN. DEPTH) TYPE I-1 BIT. PAVEMENT: 1-1/2" WEARING COURSE OVER 2" BINDER COURSE (PER MASSDOT SPECIFICATIONS SECTION 460) 12" OF DENSE GRADED CRUSHED STONE MASS DOT M2.01.7 OR APPROVED EQUAL COMPACTED SUBGRADE PAVEMENT NOTES: 1. SUBGRADE MATERIAL SHALL CONSISTS OF INERT MATERIAL THAT IS HARD, DURABLE STONE AND/OR COARSE SAND, FREE FROM LOAM AND CLAY TO A DEPTH NOT LESS THAN 4-FT BELOW FINISHED GRADE ELEVATION. ALL UNSUITABLE MATERIAL SHALL BE EXCAVATED AND REMOVED PRIOR TO SUBGRADE INSTALLATION. 2. SUBGRADE SHALL BE PLACED IN MAXIMUM 8" LIFTS (COMPACTED TO 95%) 3. REFER TO SITE PLAN FOR EXTENTS OF BIT. PAVEMENT. 4. THE INSTALLED BINDER COURSE SHALL BE SWEPT CLEAN PRIOR TO THE INSTALLATION OF THE WEARING COURSE BY A MECHANICAL SWEEPER. NOT TO SCALE TYPICAL PAVEMENT SECTION 12" 12" 20' PROPOSED CONDITIONS PLAN LOCUS S46° 30' 53" W 97.10'S79° 54' 33 " W 153.23'S00° 19' 29"E164.99'S80° 43' 1 4 " E 218.64'S29° 16 ' 04 "E144.64 'N08° 39' 19"W305.99'CORPORATION ROAD (PRIVATE - 40' WIDE)11 SPACESMAP 93 LOT 28.6.1 MAP 94 LOT 1.4 MAP 94 LOT 2 MAP 93 LOT 28.4 MAP 93 LOT 28.2 MAP 93 LOT 28.1 N85° 46' 03"E 100.00' PROPOSED RETAINING WALL TOP WALL = 79.0' BOT. WALL = 75.5' PROPOSED RETAINING WALL TOP WALL = 75.0' BOT. WALL = 70.0' PROPOSED ASPHALT PARKING LOT CONTRACTOR BAY #1 50'140'140'50' CONTRACTOR BAY #2 CONTRACTOR BAY #3 CONTRACTOR BAY #4 CONTRACTOR BAY #5 CONTRACTOR BAY #6 CONTRACTOR BAY #7 VAN GARAGE DOOR (TYP) 3 SPACES MAP 93 LOT 28.5 47,242± S.F. TOP WALL = 75.0' BOT. WALL = 72.5' TOP WALL = 75.0' BOT. WALL = 72.0' TOP WALL = 80.0' BOT. WALL = 78.5' TOP WALL = 77.0' BOT. WALL = 75.5' PROPOSED CAPE COD BERM PROPOSED CAPE COD BERM EX. PATIO TO BE RELOCATED PROPOSED ASPHALT DRIVEWAYPROPOSED CONCRETE APRONPROPOSED DUMPSTER LOCATION PROP. POLE MOUNTED LIGHT FIXTURE -15' HIGH (TYP OF 4) PROP. WALL PACK LIGHT MOUNTED 10' HIGH (TYP OF 12) 5' WIDE ROADWAY EASEMENT 5' WIDE TEMPORARY GRADING EASEMENTS08° 39' 19"E143.80'R = 2 5'R=25'PROPOSED 6' HIGH PRIVACY FENCE EXISTING TREELINE #11 PROPOSED 50'x140' COMMERCIAL BUILDING (7,000 S.F.) FFE = 76.0' TOF = 77.0' #17 CORPORATION ROAD 10' WIDE LANDSCAPE BUFFER #11 CORPORATION ROAD 10' WIDE LANDSCAPE BUFFER INFILTRATION BASIN #17 CORPORATION ROAD 10' WIDE LANDSCAPE BUFFER #11 CORPORATION ROAD 10' WIDE LANDSCAPE BUFFER PROPOSED LANDSCAPING BED (TYP) LOCUS MAP SCALE 1" = 2000' EDWARD L. PESCE, P.E. DATE JOB NO: 7155 FIELD: DATE: SEPTEMBER 19, 2023 DRAWN: SJI CHECK: ELP CALC./DESIGN: ELP PREPARED FOR: GREEN BIRD LANDSCAPING INC. PO BOX 189 CENTERVILLE, MA 02632 LAND SURVEYING BY: ENGINEERING BY: SHEET 4 OF 7 PROPOSED COMMERCIAL BUILDING AT 11 CORPORATION ROAD IN YARMOUTHPORT, MASSACHUSETTS (BARNSTABLE COUNTY) DESC.DATENo. REVISIONS: BURY DEADMAN BELOW GRADE HOSE CHAFING GUARD AT FIRST BRANCHTRUNK WRAPPING MATERIAL GUY WIRES, 3 PER TREE TURNBUCKLES ON ALL GUYS FLAG PLANT 1" TO 2" ABOVE EXISTING GRADE TRUNK FLARE JUNCTION MULCH. KEEP AWAY FROM TRUNK 2" TO 4" LAYER OF BARK BALL" CUT AWAY FROM "VISIBLE BURLAP, ROPE AND WIRE FROM HOLE BACKFILL WITH TOPSOIL ON UNDISTURBED SOIL ROOTBALL SHOULD SIT DIRECTLY EXISTING GRADE WIDTH OF HOLE TO BE 3 TIMES AS WIDE AS ROOTBALL WITH SLOPED SIDES TREE PLANTING CONTAINER - REMOVE CONTAINER PROTECTING ROOT BALL BUTTERFY WITH SHARP INSTRUMENT AND GENTLY COMB OUT ROOTS AGED SHREDDED PINE / HEMLOCK BARK MULCH (3" MINIMUN) PRUNE OUT ALL DEAD TIPS, CROSSING BRANCHES AND SUCKER GROWTH B & B - CUT & REMOVE BURLAP FROM TOP HALF OF ROOT BALL & GENTLY COMB OUT ROOTS SHRUB PLANTING NOT TO SCALE EXISTING GRADE DIAMETER OF ROOT BALL PIT WITH TWICE THE BACKFILL WITH TOPSOIL FROM HOLE ROOTBALL SHOULD SIT DIRECTLY ON UNDISTURBED SOIL P L A N T I N G S C H E D U L E Size/HeightQuantitySym.Common NameBotanical Name < 24"4Creeping JuniperJuniperus Horozontalis 'Blue Chip' Trees Shrubs < 24"4InkberryIlex glabra < 24"4Catawba RhododendronRhododendron Catawbiense Thuja Occidentalis 'Smaragd'Emerald Green Arborvitae 21 10' - 15' LANDSCAPING & LIGHTING PLAN