HomeMy WebLinkAboutSite Plan 1-17-24BICE ##23-332
SLOPE 0.5% MIN. (TRENCHES LEVEL)
PERF. ADS—N-12— PLUS CUT w
SLOTS WITH SKILLSAW E.O. RIB \ Ld OR PURCHASE SLOTTED PIPE
MIRAFI 140N TOP AND SIDES >
NOTE: ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
BE REMOVED 2' BENEATH AND AROUND PERIMETER OF
DRAINAGE, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH
CLEAN MED. SAND
12" 0H-20
HDPE PIPE
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3/4" — 1 1 /2"
N
17 WASHED STONE UNDERNEATH
AND BESIDE PIPE
ADJUSTED
WIDTH AND LENGTHS LISTED
GROUNDWATER
Scale: 1 "= 20'
LT SECTION A -A
3
TRENCH DRAINS
H-20 6" MIN. SUMP PRECAST
DRAINAGE CROSS SECTION
1 ICi 30 40 50 FEET
NOT TO SCALE
r
0 Q
NOTES
1. DATUM IS NAVD88
2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (811) AND VERIFYING THE LOCATION OF ALL
UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
COMMENCEMENT OF WORK.
4. EXISTING SEPTIC LOCATION PER TIE -CARD ON FILE
WITH TOWN.
5. WETLAND FLAGGED BY BLH ENVIRONMENTAL
CONSULTING 11 /16/23.
6. REFERENCE MITIGATION PLANTING PLAN BY CRAWFORD
LAND MANAGEMENT DATED 1 /18/2024.
14 �� PR_6POSEDf -
RETAINING
WALL
(DESIGN BY
DANIEL
A.
OJALA "
No. 40980
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OJALA
CIVIL
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DATE DANIEL A. OJALA P.E. P.L.
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LOCUS MAP
SCALE 1 "=2000'f
ASSESSORS MAP 45 PARCEL 25
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO567J
DATED 7/16/2014
SITE PLAN
OF
56 CAMP STREET
WEST YARMOUTH, MA
PREPARED FOR
WALTER SIGUENCIA
DATE: JANUARY 17, 2024
./ k off 508-362-4541
fax 508-362-9880
downcape.com
I T
NOW cope engineering, iac.
civil engineers
land surveyors
SURVEY: NHO
939 Main Street ( Rte 6A)
DRAFTED BY: DEG
YARMOUTHPORT MA 02675
CHECKED BY: s L'
23-332
SIGUENCIA.DWG