HomeMy WebLinkAboutRoute 6 Parking Lot & Boat Storage - Grading & UtilitiesSYSTEM DESIGN:
USE A 220 GPD DESIGN FLOW
SEPTIC TANK: 220 GPD (2) = 440
USE A 1500 GAL. DUAL COMPARTMENT SEPTIC TANK
LEACHING:
220 GPD / (.74) = 298 SF REQUIRED
15' X 20' = 300 SF OK
300 SF X .74 = 222 GPD OK
USE A 15' X 20' PIPE AND STONE LEACHING FIELD
PERF. ADS -N-12- PLUS CUT LT SECTION A -A
SLOTS WITH SKILLSAW E.O. RIB
OR PURCHASE SLOTTED PIPE
MIRAFI 140N TOP AND SIDES . 1' 1� -•''1'
°0 18"
12"0H-20 HDPE PIPE
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A /f
Z
3/4" - 1 1/2"
N WASHED STONE UNDERNEATH
D AND BESIDE PIPE
/ WIDTH AND LENGTHS LISTED
ADJ. G.W.
DRAINAGE CROSS SECTION
NOT TO SCALE
LEGEND-
99—
EGEND99— EXISTING CONTOUR
X 99.1 EXIST. SPOT ELEV.
—[99]— PROPOSED CONTOUR
198.4] PROPOSED SPOT EL.
TH1
TEST HOLE
2% SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
LIGHT POLE/SECURITY CAMEF
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAW
FL. 39.0'
74'
38.44'
SYSTEM PROFILE
(NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
40.5' MINIMUM .75' OF COV
/:�/�1.�
PRECAST H-20 4"OSCH40 PVC 6—
RISERS (TYP.) PIPES LEVEL 1ST 2' C-
2'0
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- ' FOR LEVELNESS
38.07' 3
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*THE INSTALLER SHALL VERIFY THE ,°o°o°0000 �00000000000� o�o�o�o�o,�00000.
LOCATIONS OF ALL UTILITIES AND ALL 6' CRUSHED STONE OR MECHANICAL
BUILDING SEWER OUTLETS AND �_ COMPACTION. (15.221 (2])
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM ( 2 y; SLOPE) ( 1 % SLOPE)
FOUNDATION— 15' SEPTIC TANK 12' D' BOX
WATER TOLERANT
PLANTS- MUST
DO
�DO
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MEDT O�,j
TOLERATE DROUGHT
CONDITIONS AS WELL.
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12" EQUALIZER PIPE
Compground
STONE
Route 6
SEE PLANTING
a
SCHEDULE
\ \ \ \ W\
RIPRAP STONE SLOPE
\ \ W\
POOLING ZONE-
PROTECTION/FABRIC
W
DEPTH PER PLAN
FLOW DIFFUSER
\
LINE AND GRADE PER
2"HARDWOOD BARK
FILTRATION STRIP
\�
PLAN VIEW
MULCH BETWEEN
ALONG EDGE AS
SHOWN IN PLAN VIEW
FILTRATION ZONE-
PLANTINGS
24" PLANTING MEDIUM
p
SOIL MATRIX REQ:
50% MEDIUM SAND
30% NATIVE TOPSOIL
::•,'°
20% COMPOST
USE ONLY HARDWOOD
BARK MULCH
NOTE: 36" DEEP SOIL
TREES
/\\\//\
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WHERE
WHERE
PROPOSED.
ZONE
RECHARGE
COARSE SAND OR
GRAVEL
.••. A I► I n A P'1 P1 r A 1
NOT TO SCALE
DCE # 14-348
MARK CORNERS OF
/LEACHING FIELD W/
REBAR SET 4" BELOW
GRADE INSPECTION PORT
2% SLOPE _ \
FILTER FABRIC
40.0 TOP 37.95' FINISHED GRADE
CLEAN FILL
777777777
_.
4 PERFORATED PVC 5 O.C. S-D•on5 0
0
3/4"-1-1/2" DOUBLE WASHED o
12" STONE LEACHING FIELD o
LEVEL BOTTOM 0
40.0'
(-J_% SLOPE)
5, LEACHING
VENT W/ CHARCOAL FILTER
PAVEMENT SECTION
-. CONNECT ANDI VENT
6"DEPTH MIN BELOW INV.
37.5
36.6'
5.0'
USE ADJUSTED
GROUNDWATER 0 EL. 31.6
PER PREVIOUS TEST
HOLES IN AREA
WITHIN THE 20' FRONT BUFFER AND 10' SIDES AND
_-_. . - -^.-. -I A T 1 f- CT A"
8x8 PT LANDSCAPE TIE
L 5
NOTES
I. VM IUIV[ IJ "'-
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H-20_
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
a
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE LOCATION OF A8LL3UNDERGROUNDDVERIFYING THE Se OVERHEAD UTILITIES LOCUS MAP
PRIOR TO COMMENCEMENT OF WORK. SCALE 1"=2000'±
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 73 PARCEL 4.1.1, 4.1.2, 4.1.3
LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA OF
MINIMAL FLOOD HAZARD) AS SHOWN ON COMMUNITY
PANEL #25001CO567J DATED 7/16/2014
LOT IS WITHIN THE AQUIFER PROTECTION DISTRICT
LOT IS WITHIN NHESP 2008 MA PRIORITY HABITATS
OF RARE SPECIES
ZONING SUMMARY
W
¢
F-
DO
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0
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12" EQUALIZER PIPE
Compground
STONE
Route 6
TRENCH
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rta
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Bornstable
Municipal
�s
Crowell
Airport COMM
Electric
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE LOCATION OF A8LL3UNDERGROUNDDVERIFYING THE Se OVERHEAD UTILITIES LOCUS MAP
PRIOR TO COMMENCEMENT OF WORK. SCALE 1"=2000'±
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 73 PARCEL 4.1.1, 4.1.2, 4.1.3
LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA OF
MINIMAL FLOOD HAZARD) AS SHOWN ON COMMUNITY
PANEL #25001CO567J DATED 7/16/2014
LOT IS WITHIN THE AQUIFER PROTECTION DISTRICT
LOT IS WITHIN NHESP 2008 MA PRIORITY HABITATS
OF RARE SPECIES
ZONING SUMMARY
W
¢
F-
0' BUFFER
ZONING DISTRICT B3
MINIMUM LOT SIZE = 40,000
MINIMUM FRONTAGE = 100'
MAXIMUM BLDG COVERAGE = 35%
BUILDING SETBACKS: REQUIRED
FRONT = 30'
SIDE = 10'
REAR = 30'
BUILDING HT. = 35' MAX.
EXISTING USE: VACANT
PROPOSED USE: PARKING LOT
(WINTER— BOAT STORAGE)
APD ZONE: 70% MAX. LOT COVERAGE:
84,619 SF GRAVEL & BLDG /122,029 = 69% < 70% O.K.
OWNER OF RECORD
GLADSTONE LTD. PARTNERSHIP,
ATTN: STUART BORNSTEIN
HOLLY MANAGEMENT & SUPPLY
27 NORTH STREET, HYANNIS, MA 02601
REFERENCES
DOC# 769318
PLAN BOOK 593 PAGE 8
LC PLAN 37201—D
N OF 440. c
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PREPARED FOR
GLADSTOk", LP
DATE: DEC. 17, 2014
Scale:1 "= 30'
0 15 30 45 60 75 FEET
off 508-362-454'
fax 508-362-988C
I downcope.com C
down cape engineering, ing
civil engineer.
land surveyor.,
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 0267,
DO
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0
z
12" EQUALIZER PIPE
,WITH 3'x3'
STONE
LEACHING
TRENCH
LEVEL INVERT 34.0'
0' BUFFER
ZONING DISTRICT B3
MINIMUM LOT SIZE = 40,000
MINIMUM FRONTAGE = 100'
MAXIMUM BLDG COVERAGE = 35%
BUILDING SETBACKS: REQUIRED
FRONT = 30'
SIDE = 10'
REAR = 30'
BUILDING HT. = 35' MAX.
EXISTING USE: VACANT
PROPOSED USE: PARKING LOT
(WINTER— BOAT STORAGE)
APD ZONE: 70% MAX. LOT COVERAGE:
84,619 SF GRAVEL & BLDG /122,029 = 69% < 70% O.K.
OWNER OF RECORD
GLADSTONE LTD. PARTNERSHIP,
ATTN: STUART BORNSTEIN
HOLLY MANAGEMENT & SUPPLY
27 NORTH STREET, HYANNIS, MA 02601
REFERENCES
DOC# 769318
PLAN BOOK 593 PAGE 8
LC PLAN 37201—D
N OF 440. c
�HOFMA �o�' DANIELA.
oC' DANIEL cyGJ o OJAA.LA
0 CIVIL a'
OJALA q No.46502 "
No. 40980 PeT�FO/STE������
�OP-
S
S U' R
1-7
PERMIT SET NOT FOR CONSTRUCTION
(I'll HE
116�""
E
T
II �,II II �R
AIIN
fl illi T I L
I, I E {i i�`�l
SITE PLAN OF"m LAND
AT INTERSECTION OF
HIGGINS CROWELL R 0 AD
STRiF-ET
& WILLOW
YARMOUTH7
� Hwy
PREPARED FOR
GLADSTOk", LP
DATE: DEC. 17, 2014
Scale:1 "= 30'
0 15 30 45 60 75 FEET
off 508-362-454'
fax 508-362-988C
I downcope.com C
down cape engineering, ing
civil engineer.
land surveyor.,
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 0267,