HomeMy WebLinkAboutSite Plan rev 2-6-24DCE ##23-332
SLOPE 0.5% MIN. (TRENCHES LEVEL)
PERF. ADS—N-12— PLUS CUT V)
SLOTS WITH SKILLSAW E.O. RIB LLJ
OR PURCHASE SLOTTED PIPE 0_
MIRAFI 140N TOP AND SIDES >
i— 12" OH-201 HDPE PIPE
o°°c o° --- - - ---
odw°oIQ°'°c do0°C7°p �J°U°00
O 00Mp0 ' 00 p
OCD O0 O
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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
z A /
b 3/4" — 1 1 /2"
N WASHED STONE UNDERNEATH
0 AND BESIDE PIPE
ADJUSTED WIDTH AND LENGTHS LISTED
GROUNDWATER
Scale:1 "= 20'
® r
t
TRENCH DRAINS
H-20 6" MIN. SUMP PRECAST
DRAINAGE CROSS SECTION
LT SECTION A —A
_
0 10 20 30 40 50 FEET
NOT TO SCALE
,mow Q
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NOTES
►►1/9I I a
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.
PR'i5P0SEDJ �
RETAINING
WALL
(DESIGN BY
OTHERS)
OF mA,
DANIEL
A.
OJALA
q No. 40980
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No.46502
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DATE DANIEL A. OJALA, P.E., P.L.S.
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LOCUS MAP
SCALE 1 "=2000't
ASSESSORS MAP 45 PARCEL 25
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001 CO567J
DATED 7/16/2014
SITE PLAN
OF
56 CAMP STREET
WEST YARMOUTH, MA
PREPARED FOR
WALTER SIGUENCIA
DATE: JAN UARY 17, 2024
REV: FEBRUARY 6, 2024 (DRYWELLS, FENCE, NOTES)
off 508-362-4541
I fax 508-362-9880
downcape.com
down cape engiaeefing, inc.
civil engineers
land surveyors SURVEY: NHO
939 Main Street ( Rte 6A) DRAFTED BY: DEG
YARMOUTHPORT MA 02675 CHECKED BY:
23-332 SIGUENCIA.DWG