HomeMy WebLinkAboutSite PlanPLACEMENT AND CONSTRUCTION OF SYNTHETIC FILTER BARRIER
POSTS 1LTRENCH,
SETPOSTSAND
2.) STAPLE THE
ANGLE 10 ° ATE A 6% 6" _ WIRE MESH
UPSLOPE FOR SETPOSTS FENCING FENCING TO
STABILITYAND•SLOPE. END POST,
SELF CLEANING.
2"MIN.
DEPTH
3.) ATTACH FILTER FABRIC
FiLTER FABRIC LANDEXTEND
O THE WiRE FENCING ) BACKFILL THE
TRENCH AND
iT TO COMPACTTHE
HE TRENCH. EXCAVATED SOIL.
BACKFILL
BOTTOM OF
DRAINAGEWAY
A B B
o A
U.J
ELEVATION
POINTS "A" SHOULD BE HIGHER
THAN POINTS "B':
U.S. DEPARTMENT OF AGRICULTURE, SOILS CONSERVATION SERVICE,
STORRS, CONNECTICUT
LINA' CHART
-532- _ EXISTING CONTOUR
—f EXISTING CONTOUR
®— — LOT LINE
STONEWALL
$--.....__ s .....�.. SILT FENCE
- — BUILDING LINE
BIT. LiP CURBING
v v v U/GRD. SERVICE
PROPOSED
n CONTOUR
CLEARING LIMIT
NOTE.
NO RECORDS OF THE SEWER STUB LOCATIONS AREA VAILABLE FROM THE
TOWN OF MONTVILLE (WPCA). CONTRACTOR SHALL VERIFY FIELD LOCATION
OF STUB PRIOR TO INSTALLING ANY PART OF THE HOUSE SEWER LINE.
CONNECTION WILL BE GRAVITY WITH CLEAN OUT @ FOUNDATION.
NOTE.'
CONTACT TOWN OF MONTVILLE WPCA FOR SEWER CONNECTION PERMIT
AND TIE IN SPEC, S (860-848-3030 EXT. 5)
SURVEY NOTES:
1.) LOT BOUNDARY DATA TAKEN FROM A MAP ENTITLED "MONTVILLE ESTATES
CLUSTER SUBDIVISION, MONTVILLE, CONNECTICUT, SUBDIVISION PLAN,
SHEET NO. 2, PREPARED FOR MONTVILLE LAND DEVELOPMENT, LLC,
SCALE. 1 " =100; DATE. 3/30/07 LAST REV. 6/18/07, GLA ENGINEERS, INC.
317 MAIN STREET, NORWICH, CONN., ROBERT L. MULLEN L. S. NO. 12331. to.
2.) PROPOSED CONSTRUCTION AREAS FROM FIELD TOPO CLASS T-2.
30
GRAPHIC SCALE IN FEET
30 60
120
2•'-3"
COARSE AGGREGATE
CONSTRUCTION ENTRANCE/EXIT
SD 13-03
NOT TO SCALE
Sp,
\ `6m,
SEQUENCE OF ACTIVITY - HOUSE LOT DEVELOPMENT
1. LIMIT OF DISTURBANCE. Upon approval of individual site plan
development, the limits of development shall be established in the held
for each proposed structure. Disturbance limits shall be AS -SHOWN and shall be
bounded by staked haybales, silt fence or wood chips.
2. TREES CLEARED, Trees shall be cleared and cut to length and stacked
or removed from the site. -
3. EROSION CONTROLS. Disturbed area shall be bounded by staked
haybales or silte fence. All erosion controls, including silt fence and
antitrackingpad, shall be installed and inspected by the Land Use
PlannerrZEO and Wetlands Agent PRIOR TO STUMPS BEING PULLED,
GRUBBING, OR EXCAVATION. The Planner2EO and Wetlands Agent
may modify the erosion control requirements based on field conditions so as
to adequately control erosion and siltation from the site,
4. DRIVEWAYS. All driveway and driveway shoulders shall be stripped,
graded as shown on plan, and graveled. All driveway shoulders shall be
stabilized immediately upon grading, either by diverting runoff, mulching,
or seeding and mulching (depending on the season),
5. TOPSOIL. All topsoil shall be stripped and saved in an area as shown
on the plan or as approved by the Planner and Wetlands Agent. Topsoil
shall not be removed from the site except as in compliance with the
Zoning Regulations.
6. CONSTRUCTION AND DISTURBED AREA. Excavation and
construction shall commence following inspection and approval of erosion
controls and construction of the driveway, The disturbed area shall be
graded so as to contain runoff within the lot to the greatest extent possible.
7. SITES iN WINTER. When a site will be open during the winter months,
rough grading and 4-6 inch mulching must occur prior to construction in
order to minimize erosion and uncontrolled runoff during the winter months.
8. DRAINS. Foundation and curtain drains shall be installed as shown
on the approved plan. ANY CHANGES TO THE LOCATION OF THE
DRAINS OR THE ADDITION OF ANY DRAINS SHALL BE APPROVED
BY THE PLANNER AND WETLANDS AGENT PRiOR TO INSTALLATION.
9. COMPLETE SITE WORK, Finish grading shall occur as soon as possible on
all lots where there is potential for erosion and for degradation of wetlands and
watercourses. Lots shall be finish graded, seeded with perennial grasses suitable
for the respective amount of sun or shade and mulched prior to Certificate of
Zoning Compliance.
10. FINAL STABILIZATION. EROSION CONTROLS SHALL BE
MAINTAINED ON THE LOT AS LONG AS THEYARE NEEDED TO
CONTROL EROSION AND SEDIMENTATION.
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THIS SURVEY MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECT161V S
20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF STATE AGENCIES
"MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONIII."
AS ENDORSED BY THE CONN. ASSOC. OF LAND SURVEYORS, INC. iT ISA
IMPROVEMENT LOCATION SURVEY BASED ON A DEPENDENT RESURVEY
CONFORMING TO CLASS A-2 STANDARDS.
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP
IS SUBSTANTIALLY RR CT S NOTED HEREON
13.'sY
JOEL . FULLER CT. L.S. NO. 14197
SITE IMPROVEMENT PLAN
PROPOSED
LC)T I
#6 DAVID DRIVE
MONTVILLE, CONNECTICUT
PREPARED FOR
MARINO CONSTRUCTION, LLC
SCALE: 1 "=30'- DA TE: MAY 1, 2020