HomeMy WebLinkAboutSite Plan (2)0
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COARSE AGGREGATE
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CONSTRUCTION ENTRANCE/EXIT
SD 13-03
BENCHMARK
TOP MANHOLE
NAD -83 = 413.50'
DOUBLE
•�+��`'®,� C. BASIN
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V
X59°06'26"
R=60.00'
L=61.90'
LINE CHART
_.532—,�--__-.
EXISTING CONTOUR
--53 EXISTING CONTOUR
ammummown LOT LINE
STONEWALL
s S SILT FENCE
----------------- BUILDING LINE
BIT. LIP CURBING
v v U/GRD SER.
81 PROPOSED
CONTOUR
CLEARING LIMIT
NOTE A
RIP -RAP SPLASH PAD DESIGNED TO FIT EXISTING FIELD CONDITIONS.
NO RIP -RAP OR FINAL GRADING WAS DONE UNDER SUBDIVISION
PROCESS, E'LEVATiON BASE IS NA VD -88 FROM GPS METHOD.
NOTE:
NO RECORDS OF THE SEWER STUB LOCATIONS ARE AVAILABLE 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 $PEC. 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, CLA ENGINEERS, INC.
317 MAiN STREET, NORWICH, CONN., ROBERT L. MULLEN L. S. NO. 12331. ".
GRAPHIC SCALE IN FEET
30 0 30 60 90 120
NOT TO SCALE
N/F FIL MONTVILLE , LLC
,
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S 1 '
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MAN
CONCRETE ' Ir HOLE SEEN
t MON. FD, 15 POLY — _ _ — _ _ - _ J OTE A
�. � — — 76.76'
l,
` INSTALL `N 88°51'20" EII If �`® ' -• -- ,1'"/l 5" POLY q 1
'yANTi-TRACKING 1 r y'' 1 \ 1! F.E.S. Df 1
PAD I `` �`'` r. t s _ _- ----396----
-- — -— 20S.Y. r / i `' ,I \� ��/ 394 94 , t1
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ELEC. VAT
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\ I ,f �j Vj Ir SDK 'rr l 75' MIN. Wg'LL RAD. `\
1 !` c�` ,I 1 ``\ 50' WETLAND SET BACK ,, �9� ,� 2�. S3 oQ"
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PLACEMENT AND CONSTRUCTION OF SYNTHETIC FILTER BARRIER
POSTS JIDOWN
TPOSTSAND
o CAVATE A 6'X 6" 2.) STAPLE THE
ANGLE10ENCH, SETPOSTS-�WIREMESFIUPSLOPEFOR SLOPE. FENCING FENCING TO
STABILITYAND° END POST.
SELF CLEANING.72" MIN.
_DEPTH
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3.) ATTACH FILTER FABRIC
FILTER FABRIC TO THE WIRE FENCING
4. BACKFILL THE
II AND EXTEND IT TO I TRENCH AND
COMPACT THE
THE TRENCH. I EXCAVATED SOIL.
BACKFILL
BOTTOM OF
DRAINAGEWAY
B B
A A
o
ELEVATION
POINTS "A" SHOULD BE HIGHER
THAN POINTS "B".
U.S. DEPARTMENT OF AGRICULTURE, SOiLS CONSERVATION SERVICE,
STORRS, CONNECTICUT
7' 1 1 bI r O/ --------------
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Cot I
AREA
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ACRESfill
X 2.528 r ,
r / ,
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it
-------------
190
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SEQUENCE OF ACTiVITY -HOUSE LOT DEVELOPMENT ® ..... , . r <, . • I
1. LIMIT OF DISTURBANCE. Upon approval of individual site plan � \ \ ,5
db co
evelopment, the limits of development shall be established in the field \ • • ®
dO
for each proposed structure. Disturbance limits shall be AS -SHOWN and shall be ,/ ` .Ile , • S
000
bounded by staked haybales, silt fence or wood chips. t
2. TREES CLEARED. Trees shall be cleared and cut to length and stacked Q ,f j r l `,\ ,
do
/ �-
or removed from the site. ` /t I
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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 / F • ,� ® 1 L
Planner/ZEO and Wetlands Agent PRIOR TO STUMPS BEiNG PULLED, • ®. 001,
GRUBBING, 0R EXCAVATION. The Planner/ZEO and Wetlands Agent • • % I�
may modiPy the erosion control requirements based on field conditions so as
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to adequately control erosion and siltation from the site. � SITE
IMPROVEMENT PLAN
3
4. DRIVEWAYS. All driveway and driveway shoulders shall be stripped, �86
graded asshown ld l
PROPOSED
own on pan, angraveled. Al( 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 THEY ARE NEEDED TO
CONTROL EROSION AND SEDIMENTATION.
THIS SURVEY MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS
20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF STATE AGENCIES
"MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONN."
AS ENDORSED BY THE CONN. ASSOC, OF LAND SURVEYORS, INC. ITIS A
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 RA$ N TED HEREON
JOEL FULLER CL L. S. 0. 14197