HomeMy WebLinkAbout83-2200 demo site plan rev. 6-20-19LEGEND
99—
EXISTING CONTOUR
X 99 '
EXIST. SPOT ELEV.
—[991—
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
TEST HOLE
SLOPE OF GROUND
Q�
UTILITY POLE
y Y
FIRE HYDRANT
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING
JDCE ##85-125
/
-z1/61 _.,nU
J
-REMOVE EXISTING RETAINING WALL AND
REPLACE WITH 3:1 SLOPE, STABILIZE
WITH JUTE NETTING AND EROSION
CONTROL SEED MIX
NEAT SAWCUT
PAVEMENT AT
ROAD SIDELINE
CiZ'r_
PROTECT
PRESERVE
5S
i�
IR
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 (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
4. ALL UTILITIES TO BE DISCONNECTED. COORDINATE WITH
APPROPRIATE VENDORS.
5. SITE LIES WITHIN RIVERFRONT RESOURCE AREA
6. SEE CONSERVATION NARRATIVE FOR OTHER DETAILS OF
SITEWORK SCOPE, IN GENERAL REMOVE AND LEGALLY
DISPOSE OF BUILDING AND PORTIONS OF FOUNDATION
WITHIN TWO FEET OF GRADE, PUMP OUT AND REMOVE
TOP OF SEPTIC AND FILL WITH COMPACTED SAND,
REGRADE SITE TO SLIGHT BOWL IN CENTER, COVER
OPEN AREAS WITH 2" OF WOODCHIPS TO STABILIZE.
TOWN MAY CHOOSE TO LOAM AND SEED LATER,
RESPONSIBILITY OF SELLER TO DELIVER LEVELED
VACANT SITE PER SIGNED AGREEMENT. ONLY UNSTABLE
SLOPES AT PERIMETER WHERE INDICATED WILL RECEIVE
EROSION CONTROL BLANKETS LOAM AND SEED TO
STABILIZE.
STORMWATER MANAGEMENT PLAN WILL BE AMENDED TO
REFLECT ABOVE SCOPE.
TOWARD SITE EXCAVATION
2" X 2" X 36" WOOD POST
8' MAX. C.C.
MIRIFI SILT FENCE OR I
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 37 PARCEL 60
LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 13)
AS SHOWN ON COMMUNITY PANEL #25001 CO569J
DATED 7/16/2014
OWNER OF RECORD
JOHN R BARKER JR
275 MAIN ST
WEST YARMOUTH, MA
REFERENCES
DEED BOOK 1889 PAGE 288
WD. POST
Nm PLAN VIEW
1'0 COIR FIBER WATTLE NTS
METHOD FOR JOINING SILT FENCE SECTIONS
POSITION END POSTS TO OVERLAP AS SHOWN
ABOVE, MAKING CERTAIN THAT FABRIC FOLDS
AROUND EACH POST AT LEAST ONE TURN
\ NATURAL GRADE DRIVE POSTS TIGHTLY TOGETHER AND SECURE
TOPS OF POSTS WITH CHORD OR WIRE TO
PREVENT FLOW-THROUGH OF BUILT-UP
EXCAVATED TRENCH SEDIMENT AT JOINT.
COMPACTED BACKFILL
NOTE:
1. EXCAVATE A 6" x 6" TRENCH ALONG SPECIFIED SILT FENCE LINE IMMEDIATELY AFTER
CLEARING AND GRUBBING IS COMPLETE AND INSTALL SILT FENCE.
2. UNROLL SILT FENCE ONE SECTION AT A TIME. POSTS SHOULD BE POSITIONED ON
DOWNSTREAM SIDE OF FENCE.
3. DRIVE POST INTO GROUND AND LAY THE TOE -IN FABRIC IN BOTTOM OF TRENCH.
BACKFILL TRENCH, AND TAMP GROUND AS SHOWN IN DIAGRAM ABOVE.
4. REMOVE SILT AND DEBRIS BEFORE ONE FOOT ACCUMULATION OCCURS AT THE
FENCE LINE.
1" = 1'- 0"
DATE
urm" E M 0" L I T III
" I T E tr"O' L i
3
A
0 IF
#275 ROUTE 28
WEST YARMOUTH, MA
PREPARED FOR
YANKEE VILLAGE MOTEL
X16 OF Mg8S
g DANIELA. fid,
OJALA
CIVIL �
No. 46502
Q7
(3/ST
/ST
DATE: MAY 29, 2019
REVISED: 6-20-19 (TOWN COMMENTS)
Scale:1 "= 20'
10 20 30 40 50 FEET
1�1 A4,618-91
DAN EL off 508-362-4541
A• Wil° I fax 508-362-9880
CIS ,( downcape.com
No. 40980 .
CNAL EN `�SURN
DANIEL A. OJAI 4 P.E., L.S.
I c4#*e engineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675