HomeMy WebLinkAboutPlot PlanSILT FENCE DETAIL
NOT To SCALE
WIRE rswo|wo AND SET STAKES ApPRox 10' APART
FILTER FABRIC STAPLED
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EROSION AND SEDIMENT CONTROL PROCEDURES
The following protective erosion and sediment control meosures, no may
also be indicated on the p|on, shoo be put in place for the development
of the lot. Once in place all erosion and sediment control meumun:m ohmu
be continuously maintained throughout the remainder of the construction
period. /n gonoro/, erosion and sediment control measures ahoo be put /n
place prior to disturbing the land. After installation of the initially
prescribed measures, additional measures may be required to address field
conditions as ordered by the Town of Montville or its designated agent(s).
All erosion and sediment control measures and construction practices shall
be as described herein and further detailed in the "Connecticut Guidelines
for son Eros/on and Sediment Contro|^ (Revised 198e) and amendments,
as published by the Connecticut Council on Sox and Water Conservation.
A) Install onti-trooking pod ourotructicm entrance at start of driveway at
Honnnne/ Road.
B) Install stoked geotextDe silt bonier fencing downslope of proposed
construction activities oni oorooe natural and temporary drainage poths,
prior to beginning any construction activities or disturbance of the existing
soil on the |nt.
C) Construct temporary surface drainage swo|ea as required.
O} Install staked hoyto|e and/or silt fence perimeter bonier around top -soil
inu nuuoox stockpile oreo(s) immediately after stockpiling occurs.
E) uzom, fertilize and seed and/or permanently mu/oh finished site upon
aubntonuo| completion or construction and finish grading.
1. "PLAN & PROFILE SEYERLNE FROM PEQUOT ROAD TO HAWMEL LANE D.W.
TRANSPORT& LEASING pEQUDTROAD` wOWTNLL[ CONNECTICUT SCALE: HOR|Z 1"=40,
VERT 1°=4` DATE: AUG. 14, 2002" SHEET NO. 1 OF 1 BY MEALEY & ASSOCIATES, LLC
2. "RIGHT OF WAY AND TRACK MAP NEW LONDON NORTHERN R.R. CO. OPERATED BY
THE CENTRAL VERMONT RR. CO. STATION 52+00 TO STATION 105+60 SCALE 1 |N.-100
FT. JUN[ 30, 1917~ OFFICE OF VALUATION ENGINEER. Sl[ ALBANS. VERMONT V -1/S-78
l. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT
STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-20 AND THE ~STANDARDS
FOR SURVEYS AND MAPS |m THE STATE OF CONNECTICUT' AS ADOPTED BY THE
CONNECTICUT ASSOCIATION' OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996.
THIS SURVEY CONFORMS TO CLASS C STANDARDS FOR HORIZONTAL ACCURACY
AND TYPE T-2 FOR TOPOGRAPHICAL ACCURACY.
THE TYPE OF SURVEY PERFORMED IS A GENERAL LOCATON SURVEY
CRUSHED GRAVEL 0 0 Assessors Map # 78 Lot 8
over geotextile fabric`. N/F NOW DR FORMERLY
4" MINJ
4k RCP REINFORCED CONCRETE PIPE
S.F. SQUARE FEET .
TYIP. TYPICAL
ANTI -TRACKING PAD
e wORE OR LESS -
108 -----EXISTING CONTOURESslO8----EX|STINgCONTDuR
NOT TO SCALE
IRON PIPE OR PIN TO BE SET
Z)<Z>CDc>C)C) STONE WALL
LIMIT OF INLAND WETLANDS
X—X—PROPOSED S|LTFEmCE
11 M) PROPOSED CONTOUR
U91I1 *.11
1 CONTRACTOR SHALL VERIFY BENCHMARKS AND INVERT ELEVATIONS
2 CALL BEFORE YOU DIG (800)-822-4455
3. CONTRACTOR TO NOTIFY SEWER DEPARTMENT, GARY BLACKSTONE AT LEAST 48 HOURS
PRIOR TO CONSTRUCTION ACTIVITIES (850)-848-3830 FOR INSPECTION SCHEDULE
4. SANITARY LATERAL TO BE CONSTRUCTED TO CONFORM WITH SANITARY DEPARTMENT
SPECIFICATIONS,
GRAPHIC SCALE
20 o 10 co +o
IN FEET )
TO MY KNOmV_EOGE AND BELIEF, T- S Y-" IS SUBSTANTIALLY CORRECT
AS NOTED +__EON
DA TE:
MICHAEL C. P.L.S. CT LIC. # 17247
CERTIFICATION IS NOT VALID YPTHOUT LI'vS SIGATURE AND EMBOSSED (IMPRESSION) TYPE SE