HomeMy WebLinkAboutPlot PlanLEGEND
& ABBREVIATIONS
N/F
NOW OR FORMERLY
RCP
REINFORCED CONCRETE PIPE
S.F.
SQUARE FEET
TYP.
TYPICAL
f
MORE OR LESS
108 EXISTING CONTOUR
IRON PIPE OR PIPS TO BE SET
000000 STONE WALL
LIMIT OF INLAND WETLANDS
_ X --X— PROPOSED SILTFENCE
PROPOSED CONTOUR
SILT FENCE DETAIL
NOT TO SCALE
WIRE FENCING AND
FILTER FABRIC STAPLED
TO STAKE
EXCAV. 6" x 6" TRENCH —
BACKFILL TO COVER WIRE
FENCING & FILTER FABRIC
SET STAKES APPROX 10' APART
m
ANTI—TRACKING PAD DETAIL
NOT TO SCALE
NOTES:
1. CONTRACTOR SHALL VERIFY BENCHMARKS AND INVERT ELEVATIONS
2. CALL BEFORE YOU DIG (800)-922-4455
3. CONTRACTOR TO NOTIFY SEWER DEPARTMENT, GARY BLACKSTONE AT LEAST 48 HOURS
PRIOR TO CONSTRUCTION ACTIVITIES (860)-848-3830 FOR INSPECTION SCHEDULE
4. GROUND WATER IS NOT ANTICIPATED AT DEPTH OF PROPOSED FOOTINGS HOWEVER
A SUMP PUMP IS TO BE INSTALLED
AS A L BE CONSTRUCTIVE TED SOTSURE
HATWATER
THE SUMP PUMP DISCHARGE
IS NOT DIRECTED TO THE EXISTING DRIVE
GRAPHIC SCALE
zo o 10 ?o ao
( IN FEET )
1 inch = 20 ft.
so
OXOBOXO BROOK
KEY MAP 1"
EROSION AND SEDIMENT CONTROL PROCEDURES
MAPLE
The following protective erosion and sediment control measures, as may
also be indicated on the plan, shall be put in place for the development
of the lot. Once in place all erosion and sediment control measures shall
be continuously maintained throughout the remainder of the construction
period. In general, erosion and sediment control measures shall be put in
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 Soil Erosion and Sediment Control" (Revised 1988) and amendments,
as published by the Connecticut Council on Soil and Water Conservation.
A) Install anti—tracking pad construction entrance at start of driveway off of
Hammel Lane.
B) Install staked geotextile silt barrier fencing downslope of proposed
construction activities and/or across natural and temporary drainage paths,
prior to beginning any construction activities or disturbance of the existing
soil on the lot.
C) Construct temporary surface drainage swales as required.
D) Install staked haybale and/or silt fence perimeter barrier around topsoil
and subsoil stockpile area(s) immediately after stockpiling occurs.
E) Loam, fertilize and seed and/or permanently mulch finished site upon
substantial completion of construction and finish grading.
1. "PLAN & PROFILE SEWERLINE FROM PEQUOT ROAD TO HAMMEL LANE D.W.
TRANSPORT & LEASING PEQUOT ROAD, MONTVILLE, CONNECTICUT SCALE: HORIZ 1"=40'
VERT 1 "=4' DATE: AUG. 14, 2002' SHEET NO. 1 OF 1 BY HEALEY & ASSOCIATES, LLC
2. "RIGHT OF WAY AND TRACK MAP NEW LONDON NORTHERN R.R. CO. OPERATED BY
THE CENTRAL VERMONT RR. CO. STATION 52+80 TO STATION 105+60 SCALE 1 IN. -100
FT. JUNE 30, 1917" OFFICE OF VALUATION ENGINEER. ST. ALBANS. VERMONT. V-1 /S -7B
3. "N.L.N.R.R. MAP SHOWING LOCATION OF PALMERTON SIDING IN THE TOWN OF
MAP IS FOUND
MONTVILLE COUNTY 98 SCALE: 8OFT TO 1 IN SHEET #5
IN THE MONTVILLE TOWN CLERKS HANGING FILE BUT IS NOT
TIJIS
THIS M
INDEXED.
OLD_ RR -
0X0B0)(0
BROOK
SURVEY NOTES:
1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT
STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS
FOR SURVEYS AND MAPS IN 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 LOCATION SURVEY BOUNDARIES ARE BASED ON MAP REF. 3
2. ANY FURTHER ACIVITY WITHIN THE UPLAND WETLAND ND AGENT
AREA WILL REQUIRE APPROVAL BY
THE INLAND WETLANDS COMMISSION AND O
3. NO UNDERGROUND UTILITIES ARE PROPOSED OTHER THAN SANITARY SEWER AS SHOWN.
Assessors Map # 78 Lot 8
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT
AS NOTED HEREON
DATE: oc-E
MICHAEL C. HEALEY, P.L.S. CT LIC. # 17247
CERTIFICATION IS NOT VALID WITHOUT LIVE SIGNATURE AND EMBOSSED (IMPRESSION) TYPE
REVISED TO 1/2/2004
PLOT PLAN
PREPARED FOR
D* Wo TRANSPORT &LEASING
HAMMEL LANE, MONTVILLE, CONNECTICUT
SCALE: 1"=20' DATE: JANUARY 14, 2003
SHEET NO. 1 OF JOB NO. 94-0403 DRAWN BY: MCH
lffvKI 01 & jW
CIATE LLC
PROFESSIONAL LAND SURVEYING AND SITE PLANNING
SERVING CONNECTICUT AND MASSACHUSETTS
17 MAIN STREET
HEBRON, CT. 06248
860-228-8884
CHECKED BY FILE NAME 940403PLTPLAN-2