Decision 4364 - Site PlanLEGEND
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PROP. CONTOUR -o 0 -
PROP. GRADE .............. 1`2721
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BUFFER AREA
TO BE LANDSCAPED
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8-112" DENSEGRADED CRUSHED STONE
PAVEMENT CROSS-SECTION
SEE PAVEMENT SECTION
HEAVY DUTY H-20 COVER
DRILL (2)LAELED"010 HOLES CIN COVER
(4) TOTAL ON DRAINAGE
COMPACT BACKFILL IN 6"
LIFTS (TYP. ALL DRAINAGE)
MIRAFI 140N FABRIC OVER H-20
PRECAST
FABRIC LINE ALL SIDES OF DRAINAGE RISERS SLOTTED 12"0 HDP
DRILL (2) 1 "0 0
SEE PAVEMENT SECTION
8" H-20 F&C EL. 26.5'
AS REQ. ADS N-12 OR EQ. HO BRICK ADJUSTING
ET INV. MPT
PROPOSED 2.0' �+
INV. EL. 22.5 H-20
TYP. OF (3) •• • LEACHPIT WV5 •`.Y•'•: 12"o HOPE
0.
6'0X SHOREY c • • " L 22.9 PROPOSED 23 O
LP H-22 0 OR EQUAL 600 GALLON PRECAST
"•'' H-20 CATCH BASIN
70h[N .,,.. • :: 4' MIN. SUMP
'3�'•MIH AROLIPIT
" SECTIONAL PLATE
\6" STONE UNDER- eom EL. 17.33' 6'O 51N SHOREY
O20 OROLID
3/4"-1-1/2" DOUBLE WASHED STONE (TYP.)
UAL
SECTION THRU DRAINAGE
)RILL (2' ) 1-0
HOLES \
LOCATION MAP (NO SCALE)
BUILDING ZONE: INDUSTRIAL (B-3)
MINIMUM LOT SIZE = 40,000
MINIMUM FRONTAGE = 100 ft.
SETBACKS:
FRONT = 30'
SIDE = 10'
REAR = 30'
MAXIMUM BUILDING COVERAGE = 35% 6812/30860 = 22% O.K.
FLOOD ZONE C
IMPERVIOUS LOT COVERAGE BUILDING + PAVEMENT =
21396.46 / 30858.38 = 69.3% < 70.0% O.K.
SEPTIC REVIEW
1934 s.f. Office Space (75 gad./1000 s.f.) = 145 CPD
Warehouse- 14 x 15 gpd/worker = 210 GPD
SEE SEPTIC UPGRADE PLAN, EXISTING 360 CPD DESIGN FLOW, O.K.
TOTAL: 355 GPD
NOTES
1. DATUM NGVD TAKEN FROM ASSUMED DENNIS QUAD.
2. MUNICIPAL WATER IS AVAILABLE.
3. PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO-H 20 .
5. DRAINAGE PIPE TO BE 12" CORRICATED PLASTIC PIPE ADS N-12 OR EQUAL.
6. THIS PLAN FOR PROPOSED WORK ONLY AND NOT TO BE USED
FOR LOT LINE STAKING.
7. LOTS 16 AND 17 HAVE BEEN COMBINED TO FORM A SINGLE LOT.
8. OWNERS ENGINEER TO INSPECT ALL SITE WORK.
9. PERMIT SET- NOT FOR CONSTRUCTION
10. CONTRACTOR TO COORDINATE ALL UTILITY CONNECTIONS WITH
APPROPRIATE VENDORS.
If. ALL UTILITIES SHOWN ARE APPROXIMATE. NOTIFY DIGSAFE PRIOR
TO ANY EXCAVATION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS
PRIOR TO START OF WORK.
12. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, EROSION
CONTROL NETTING ON ALL SLOPES > 10%
PARKING CALCULATIONS:
WAREHOUSE STORAGE(1 SPACE/600 SF) X 6,418 SF = 11 REQUIRED
03 BUSINESS OFFICE: (1 SPACE/ 200 SF) X 1.934 SF = 10 REQUIRED
:TOTAL SPACES :....................................... 8,352 SF 21 REQUIRED
PROVIDED: .......................................................................... 22 SPACES*
* OF WHICH ONE IS A HANDICAP VAN ACCESSIBLE SPACE
301.4.6 IN -LOT TREES- 21/8 = 3 REQ., (3) TREES PROVIDED IN ISLANDS.
9
SITS PLAN
OF
8" H-20 F&G EL. 26.5' #18 REARDON CIRCLE
-2'X 2' GRATE (TVP.) s SOUTH YARMOUTH, MA
PREPARED FOR
7235PROPOSED CAPE COD. INSULATION
C.B. TRAP
HDPE PIP
DATE: 8-24-2011
RECASTREVISED: 9-29-2011 (SPR COMMENTS)
CH BASIN
SUMP
Scale: l "= 20'
SECTIONAL PLATE
6'0X5' SHOREY SOLID 0 10 20 30 40 50 FEET
BASIN H-20 OR EQUAL
off 508-362-4541
Rye 2��txOF^Assgoy fax 508-362-9880
OFMgsso a� 00NALA . GNB I _ . downcape.com
DANIEL cyN CIVILti down cape engineering
A. inc.
Io y.. ,e No. 46502 - - l
c q No. 409 F�F 9T civil engineers
F
0 A EN land surveyors
A ti 939 Main Street ( Rte 6A)
DATE X11 '`A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
11-165 BASE.DWG