HomeMy WebLinkAbout5100 11 Corporation Rd Site Plan, Landscape Plan, Lighting Plan 03.05.24LOCUS
S46°30'53"W
97.10'S00°19'29"E164.99'S80°43'14"E218.64'S29°16'04"E144.64'10.0'20.0'
42.0'12.8'11.0'40.0'16.0'24.0'
1 6 .0 '
C O R P O R A T I O N R O A D
(P R I V A T E -4 0 'W I D E )11SPACESPROPOSED
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
N 8 5 °4 6 '0 3 "E
1 0 0 .0 0 '686858 5
848 4
83
8382818 0
79787776787 98081
8 2
77
78
76
76
7
5
7473
7271
75747372
7 4
7 4 7 3 7 2 7 1
706 9 68
6 7
6 869
7 07172
7 3
74 7576
77
78
79
7675747372717 5
7
1 72737475767 7
8 2
81
8 0
7 9 78
7 4
7576757477
76758643.2'
PROPOSED DOUBLE
CATCH BASIN-1
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
8 6
8 5
84838281807 9
787777
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
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 =80.0'
BOT.WALL =78.5'
TOP WALL =77.0'
BOT.WALL =75.5'
FES =73.0'
FES =71.5'
PROPOSED
CAPE COD
BERM 75747578
75x2
74x8EXISTING POST
INDICATOR VALVE
74x7EX.PATIO TO BE
RELOCATED
75x6
PROPOSED
HOLDING TANK
(SEE DETAIL
FOR INVERT
ELEVATIONS
PROPOSED
RIP-RAP (TYP)
PROPOSED 6"HDPE
ROOF DRAINS (TYP)PROPOSEDASPHALTDRIVEWAY75x9
PROPOSEDCONCRETEAPRONPROPOSED
DUMPSTER
LOCATION18.7 '7
4 74PROPOSED 1,000 GALLON
LEACHING PIT (TYP)
RIM =71.0'
TOP OF PIT =70.0'
BOTTOM OF PIT =63.33'
BOTTOM OF STONE =62.83'
PROPOSED
INFILTRATION BASIN
BOTTOM BASIN =70.5'
PROPOSED DOUBLE
CATCH BASIN-2
RIM =74.3'
INV.OUT =72.3'
PROPOSED SEDIMENT
FOREBAY
26.5'12.7'75x5
7473727578
77
76PROPOSED 6'HIGH
PRIVACY FENCE
11.1'12.9'7172737371
72
73
7172737 17273
EXISTING TREELINE
#11
PROPOSED
50'x140'
COMMERCIAL
BUILDING
(7,000 S.F.)
FFE =76.0'
TOF =77.0'
PROPOSED ROOF DRYWELLS
RIM =73.5'
TOP OF PIT =70.0'
BOTTOM OF PIT =63.33'
BOTTOM OF STONE =62.83'
HOLDING TANK
INSPECTION PORT
BENCHMARK
TOP OF STONE BOUND
ELEVATION =74.5'
NAVD 88N08°39'19"W305.99'PROPOSED ROOF DRYWELLS
RIM =75.5'
TOP OF PIT =74.0'
BOTTOM OF PIT =67.33'
BOTTOM OF STONE =66.83'
PROPOSED
SEPTIC TANK
PROPOSED
LEACHING FIELD
BENCHMARK
HYDRANT TAG
ELEVATION =88.8'
NAVD 88
PROPOSED UTILITY
EASEMENT
PROPOSED 2"
DOMESTIC WATER LINE
PROPOSED
FIRE HYDRANT
PROPOSED 1'OF
CRUSHED STONE
(3/4"-1-1/2")ON BOTH
SIDES OF DRIVEWAY
1 1 .0 '18.0'1 8 .0 '
PROPOSED 6"WATER
SERVICE LINE
1 0 .0 '1 0 .0 'PROPOSED ISOLATION
VALVE (TYP)S08°39'19"E143.80'22.0'53.2'
TOP WALL =75.0'
BOT.WALL =72.0'
S 7 9 °5 4 '3 3 "W
1 5 3 .2 3 '14.7'12.0'36.0
'2.0
'
3.0'3.0
'12.0'20.0'
2.0'
3.0'3.0'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
16'
12" CRUSHED
STONE SHOULDER
TYPICAL DRIVEWAY ENTRANCE 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
A
N
D
S
E
E
D
(4"
M
I
N
.
D
E
P
T
H
)
LOAM
A
N
D
S
E
E
D
(4"
M
I
N
.
D
E
P
T
H
)
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"
18'
PROPOSED
CONDITIONS PLAN
DRAINAGE STRUCTURES DIMENSIONS
1" = 20'
ADDITIONAL DETAIL10-16-231
PARKING CALCULATIONS
14 EMPLOYEES X 1-SPACE / 2 EMPLOYEES = 7 SPACES
TOTAL SPACES REQUIRED = 7 SPACES
TOTAL SPACES PROVIDED = 14 SPACES (INCLUDES 1 HANDICAP)
DRIVEWAY & UTILITY CHANGES11-16-232
REV. TIGHT TANK, DRIVEWAY, & BAYS2-28-243
HOLDING TANK COMMENTS FROM BOH
3-5-244
LOCUS
S46°30'53"W
97.10'S00°19'29"E164.99'S80°43'14"E218.64'S29°16'04"E144.64'
C O R P O R A T I O N R O A D
(P R I V A T E -4 0 'W I D E )11SPACESMAP 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
N 8 5 °4 6 '0 3 "E
1 0 0 .0 0 '
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
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 =80.0'
BOT.WALL =78.5'
TOP WALL =77.0'
BOT.WALL =75.5'
PROPOSED
CAPE COD
BERM
EXISTING POST
INDICATOR VALVE
EX.PATIO TO BE
RELOCATED
PROPOSEDASPHALTDRIVEWAYPROPOSEDCONCRETEAPRONPROPOSED
DUMPSTER
LOCATION
PROP.POLE
MOUNTED LIGHT
FIXTURE -15'HIGH
(TYP OF 4)
PROP.WALL PACK
LIGHT MOUNTED 10'
HIGH (TYP OF 12)
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)
BENCHMARK
TOP OF STONE BOUND
ELEVATION =74.5'
NAVD 88N08°39'19"W305.99'BENCHMARK
HYDRANT TAG
ELEVATION =88.8'
NAVD 88
PROPOSED UTILITY
EASEMENT
PROPOSED 1'OF
CRUSHED STONE
(3/4"-1-1/2")ON BOTH
SIDES OF DRIVEWAY
S08°39'19"E143.80'TOP WALL =75.0'
BOT.WALL =72.0'
S 7 9 °5 4 '3 3 "W
1 5 3 .2 3 '
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"5InkberryIlex glabra
< 24"5Catawba RhododendronRhododendron Catawbiense
Thuja Occidentalis 'Smaragd' Emerald Green Arborvitae 24 10' - 15'
LANDSCAPING &
LIGHTING PLAN
ADDITIONAL DETAIL10-16-231
DRIVEWAY & UTILITY CHANGES11-16-232
REV. TIGHT TANK, DRIVEWAY, & BAYS2-28-243
HOLDING TANK COMMENTS FROM BOH
3-5-244
LOCUS
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 5 OF 7
PROPOSED
COMMERCIAL
BUILDING
AT
11 CORPORATION ROAD
IN
YARMOUTHPORT,
MASSACHUSETTS
(BARNSTABLE COUNTY)
DESC.DATENo.
REVISIONS:
SCALE: N.T.S.
POLE BASE DETAIL FOR LIGHT FIXTURE
LIGHTING
PHOTOMETRIC PLAN
ADDITIONAL DETAIL10-16-231
DRIVEWAY & UTILITY CHANGES11-16-232
REV. TIGHT TANK, DRIVEWAY, & BAYS2-28-243
HOLDING TANK COMMENTS FROM BOH3-5-244