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PLACEMENT AND CONSTRUCTION OF SYNTHETIC FILTER BARRIER
POSTS LE)
STS AND
2.) STAPLE THE
oATE A 6'X 6" _ WIRE MESH
ANGLE 10UPSLOPEFORH, SET POSTS FENCING FENCING TO
STABiLITYAND'SLOPE. END POST.
SELF CLEANING.
2" MiN.
DEPTH
3.) ATTACH FiLTER FABRIC
TO THE WIRE FENCING 4.) BACKFILL THE
FILTER FABRIC ( j
TRENCH AND
AND EXTEND IT TO COMPACT THE
THE TRENCH. EXCAVATED SOIL.
BACKFILL
BOTTOM OF
DRAINAGEWAY
A B B A
0
U -
ELEVATION
POINTS "A" SHOULD BE HIGHER
THAN POINTS "B"
U.S. DEPARTMENT OF AGRICULTURE, SOILS CONSERVATION SERVICE,
STORRS, CONNECTICUT
��.�.�ANis R°
X65 A
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N 15 ar r seiBAC�..-
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w.
MS ROAD ®' / / P�� `�
5.Iy�LIA / — —,l;
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136'49
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AREA e`�°
128j285 SQ. FT. / .••� \ �e
2.945 ACRES
INLAND WETLAND \
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�P AcK 420x5
Of 000
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s 1 • •' MON.
5N., / / / •/ �, i n,i�' 420x4 �� \ -_ FD.
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44.00
#41 / 424
C.B.
T.F,@ G.L.
423.12'
INSTALL
ENT. PAD
of 10
e30 y� /: , i • / / 426 11
�6. .,./ •. r'' ! / / _ - 430 ' p ,
_._, .... ®-- INLAND WETLAND ,.�• ' / /, '- �;;
••. , 431x5 t
lf
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¢ 1]
/ ! a ,.•� 1. _ •evil / ' `/ •' --_ - \ r i O
�' '+• �'_' \ 430 _ �11N - _ _ - - - I----
•• ,+• INLAND WETLAND i -- - 4 AFF-¢ I t
0 0
/ _- 3 3?
.�••• •••� i 432 -''- h --P. WELL t 435x0 1r
®... r... ; +,��• ,•; �, i 1 MIN. WELL RAD.
14�4
t
Off,
•. • • •�` • '`W�
_SE ' ---- ----- J'
•`• 8T4.T2, / • \ 435
/ r
1
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-38
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NOTE:
NO RECORDS OF THE SEWER STUB LOCATIONS ARE AVAILABLE FROM THE
TOU,VN 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. 6/16/07, CLA ENGINEERS, INC.
317 MAIN STREET, NORWICH, CONN., ROBERT L. MULLEN L. S. NO. 12331.It
2.) PROPOSED CONSTRUCTION AREAS FROM FiELD TOPO CLASS T-2.
GRAPHIC SCALE IN FEET
30 60 90
120
�"' , • e / 437x1 / ( SAN. MANHOLE
` ` ® T.F.=428.23
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 field : \ - / ^h / C.B. -
for each proposed structure. Disturbance limits shall be AS -SHOWN and shall be / �,� ^ ' T.F.@ G.L. R184ccl • —
bounded by staked haybales, slit fence or wood chips. : e �` t = 429.20' coli8r
2. TREES CLEARED. Trees shall be cleared and cut to length and stacked
or removed from the site. �, �- -. s �Z""► s ` �,Ir '
3. EROSION CONTROLS. Disturbed area shall be bounded by staked
haybal�s or silte fence. All erosion controls, including silt fence and , 440
antitrad<ingpad, shall be installed and inspected by the Land Use ,•�
PlannerlZEO and Wetlands Agent PRIOR TO STUMPS BEING PULLED, '8
GRUBBING, OR EXCAVATION. The Pianner/ZEO and Wetlands Agent "' -' 30 S41x1
may modify the erosion control requirements based on field conditions so as
to adequately control erosion and stltatton from the site.
4. DR1 IEWAYS. All driveway and driveway shoulders shall be stripped,
gradedas shown on plan, and graveled All driveway shoulders shalt be
stabilized immediately upon grading, either by diverting runoff, mulching,
or seecing 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
ZoningRegulations.
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
gradedso 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 N 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. COWPLETE 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.
- -532- ` — — - EXISTING CONTOUR
EXISTING CONTOUR
an LOT LINE
STONEWALL
® s .........� s --.eeOeSiL T FENCE
_—..._—__,—®—.__._ BUILDING LINE
BIT. LIP CURBING
FOOTING DRAIN
PROPOSED
528 CONTOUR
CLEARING LIMIT
100 ;
1d ,
,°
+a4 °a�4 �°�444a4 /
4' q
'444,144
a
5 44 �a° a ��� INSTALL
441 ry / ENT. PAD
R- 120 ZONE
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 RR CT S NOTED HEREON
Av rtV
JOEL A . F UL LER CT. l.S. N0. 14197
SITE IMPROVEMENT PLAN
PROPOSED
#5 DAVID DRIVE
MONTVILLE, CONNECTICUT
PREPARED FOR
MARINO CONSTRUCTION, LLC
SCALE: 1 "=30'- DATE" APRiL 20, 2020