HomeMy WebLinkAboutFinal PlanWATER VAULT—CONNECT NEW
N/F WATER SERVICE (SEE MAP REF.)
SANDBERG
SAVE LARGE TREES IN 41N CPP
NOTE: BUILDER RESPONSIBLE FOR CONSTRUCTION OF HOUSE AND
OTHER IMPROVEMENTS IS RESPONSIBLE FOR ALL EROSION CONTROL
MEASURES SHOWN HEREON AND OTHERWISE REQUIRED BY
CONSTRUCTION TECHNIQUES UTILIZED.
D BED PREPERATION
FINE GRADE AND RAKE SOIL TO REMOVE ANY STONES LARGER THAN
2". INSTALL ANY NEEDED EROSION AND SEDIMENT CONTROL DEVICE
SUCH AS SURFACE WATER DIVERSION. APPLY LIMESTONE AT THE
RATE OR 2 TONS/ACRE OR 90 LBS/1000 S.F. FERTILIZER WITH
10-10-10 AT RATE OF 11 LBS/1000 S.F. WORK LIME AND
FERTILIZER INTO SOIL TO A DEPTH OF 4".
SEED APPLICATION
APPLY SHADE SEED TOLERANT GRASS MIS BY HAND, CYCLONE
SEEDER OR HYDROSEEDER. SEEDING SHALL BE DONE BETWEEN
APRIL 1ST AND JUNE 1ST OR BETWEEN AUGUST 1ST AND OCTOBER
1ST. IF SEEDING CANNOT BE DONE DURING THESE TIMES, REPEAT
MULCH PROCEDURE WITH AN APPLICATION RATE OF 30-40.
MULCHING
IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED SURFACE
WITH STRAW OR HAY AT A RATE OF 1.5-2 TONS/ACRE. MULCH
SHALL BE SPREAD BY HAND OR WITH A MULCH BLOWER, PUNCH
MULCH INTO SOIL APPROXIMATELY 2-3".
PERMANENT SEEDING MIXTURES
SEED MIXTURE LBS./ACRE LBS./1000 S.F.
KENTUCKY BLUEGRASS 20 0.45
CREEPING RED FESCUE 20 0.45
PERENNIAL RYE GRASS 5 as
45 1.00
2x2x48" WOOD POLE
INDUSTRIAL NETTING, SNOW
FENCE OR WOVEN WIRE FENCE
FOR SUPPORT
FILTER FABRIC
-f
•(V
GRADE _\ ( „&A 111 FLOW
' I 1 f1 P: -I
NOTE: PREMANUFACTURED FENCE MAY BE USED.
SEDIMENT FENCE
NOT TO SCALE
L=32-36'-`_
R=589.00' '
A = 03'08'52"
C LEN=32.36'
BRG=S 52'31'1 3" E
20 0 20 20
GRAPHIC SCALE IN FEET
NOTES
1. TOPOGRAPHY WAS FIELD VERIFIED ON 7/30/14 BY J DEMPSEY
ASSOC., LLC, LAND SURVEYORS.
MAP REFERENCE
1.) "SITE DEVELOPMENT PLAN PREPARED FOR WHITE WILLOW, LLC, 15
FITCH HILL ROAD MONTVILLE, CONNECTICUT, PREPARED BY CME
ASSOC. INC., DATE 9/14/06, SH. 1 OF 1"
SITE PLAN
15 FITCH HILL ROAD
MONTVILLE, CONNECTICUT
DATE:
PREPARED FOR
February 18, 2014
RIVERBEND BUILDERS, LLC
DRAWN BY:
323 RIVER ROAD
EROSION & SEDIMENT CONTROL PLAN & DETAILS
PAWCATUCK, CONNECTICUT
SCALE:
`
`
NEW 3/4" WATER
\ �
CLEARING LIMITS
Development Solutions, L.L.C.
SHEET NO.
A Technical Services Company
1 of 1
�_
33 East Town St., Norwich, Connecticut
Phone: (860)204-0248 — Fax: (860)204-0652
SERVICE FROMM) U
HE FOLLOWING PROCEDURES WILL BE FOLLOWED FOR
DEVEVELOPMENT:
CRUSHED STONE
TRENCH
�-
- 30
WATER �VAU LT 1
1.5' DEEP x
3' WIDE
\
1. UPON APPROVAL OF SITE PLAN DEVELOPMENT, THE LIMITS OF
W/FILTER
FABRIC
DEVELOPMENT SHALL BE ESTABLISHED IN THE FIELD FOR PROPOSED
STRUCTURE. DISTURBANCE LIMITS SHALL BE 25-35 FEET BEYOND
SIDES &
BOTTOM\
34
41N PVC FOOTING DRAIN
THE PROPOSED BUILDING AND SHALL BE BOUNDED BY STAKED
INV 36.1
HAYBALES OR SILT FENCE.
76.0'
2. DRIVEWAY AND DRIVEWAY SHOULDERS SHALL BE STABILIZED
IMMEDIATELY UPON COMPLETION OF ROUGH GRADING. HAYBALES
M -
''
L=157.31'
AND/OR SILT FENCE SHALL BE USED TO ENTRAP ANY SEDIMENT
----
GENERATED FROM EXPOSED SOIL SURFACES. DRIVEWAY AND
a
A=12 34 11
ROADBED SHALL BE STABILIZED WITH COMPACTED ROAD AGGREGATE
C LEN=156.99'
AS SOON AS POSSIBLE.
BENCHMARK IRON ROD
_
3$
BRG=N 05'02'23" W
ELEV.=46.00'
3. TOPSOIL AND EXCAVATED SUBSOIL, FROM FOUNDATION AREA
SHALL BE STOCKPILED WITHIN THE AREA OF DISTURBANCE.
\
STOCKPILE SHALL BE MULCHED OR RINGED WITH HAYBALES OR SILT
40 -
REFURBISH EXIST. SEWAGE PUMP
FENCE.
42
SYSTEM (SEE MAP REF.)
4. THE STOCKPILING OF BUILDING MATERIALS SHALL BE CONFINED
'
TO THE AREA OF DISTURBANCE. VEHICULAR MOVEMENT SHALL BE
X42 0
DIRECTED TO ESTABLISHED PARKING AREAS. PROPOSED LEACHING
SYSTEM AREAS SHOULD NOT BE USED AS TEMPORARY PARKING.
THE SEWAGE DISPOSAL SYSTEM AREA SHOULD BE STAGED TO
Jp-
5'
FOLLOW HOUSE SITE PREPERATION. ONLY THE PRIMARY LEACHING
4 s 12'Xl2' 0
1
SYSTEM AREA NEEDS TO BE CLEARED OF EXISTING VEGETATION.
a'
DECK
THE RESERVE AREA SHALL REMAIN UNALTERED AS POSSIBLE.54.7'
lJ
4" PVC ROOF DOWN SPOUT
5. UPON 50% OF COMPLETION OF THE DWELLING CONSTRUCTION, ALL
`}�•
GAR FF 42.5 ``
OVER SEWER BY 12"
'
RAW SOIL AREAS SURROUNDING THE NEW HOUSE SITE SHALL BE
-�.
1ST FL 52.0
RAP PA 4x4 DEPRESSED
W/RIP D ( )
FINE GRADED AND MULCHED. THE INSTALLATION OF ANY
J
GROUNDWATER CONTROL SYSTEM, CURTAIN DRAIN, ETC. SHALL BE
COMPLETED AT THIS TIME.
�. tS'-,43:_Q
.ti
k4 ,5
. TOP rnl �r� 4 / ..�- . ,,. ► ,. ..
.„
NOTE: BUILDER RESPONSIBLE FOR CONSTRUCTION OF HOUSE AND
OTHER IMPROVEMENTS IS RESPONSIBLE FOR ALL EROSION CONTROL
MEASURES SHOWN HEREON AND OTHERWISE REQUIRED BY
CONSTRUCTION TECHNIQUES UTILIZED.
D BED PREPERATION
FINE GRADE AND RAKE SOIL TO REMOVE ANY STONES LARGER THAN
2". INSTALL ANY NEEDED EROSION AND SEDIMENT CONTROL DEVICE
SUCH AS SURFACE WATER DIVERSION. APPLY LIMESTONE AT THE
RATE OR 2 TONS/ACRE OR 90 LBS/1000 S.F. FERTILIZER WITH
10-10-10 AT RATE OF 11 LBS/1000 S.F. WORK LIME AND
FERTILIZER INTO SOIL TO A DEPTH OF 4".
SEED APPLICATION
APPLY SHADE SEED TOLERANT GRASS MIS BY HAND, CYCLONE
SEEDER OR HYDROSEEDER. SEEDING SHALL BE DONE BETWEEN
APRIL 1ST AND JUNE 1ST OR BETWEEN AUGUST 1ST AND OCTOBER
1ST. IF SEEDING CANNOT BE DONE DURING THESE TIMES, REPEAT
MULCH PROCEDURE WITH AN APPLICATION RATE OF 30-40.
MULCHING
IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED SURFACE
WITH STRAW OR HAY AT A RATE OF 1.5-2 TONS/ACRE. MULCH
SHALL BE SPREAD BY HAND OR WITH A MULCH BLOWER, PUNCH
MULCH INTO SOIL APPROXIMATELY 2-3".
PERMANENT SEEDING MIXTURES
SEED MIXTURE LBS./ACRE LBS./1000 S.F.
KENTUCKY BLUEGRASS 20 0.45
CREEPING RED FESCUE 20 0.45
PERENNIAL RYE GRASS 5 as
45 1.00
2x2x48" WOOD POLE
INDUSTRIAL NETTING, SNOW
FENCE OR WOVEN WIRE FENCE
FOR SUPPORT
FILTER FABRIC
-f
•(V
GRADE _\ ( „&A 111 FLOW
' I 1 f1 P: -I
NOTE: PREMANUFACTURED FENCE MAY BE USED.
SEDIMENT FENCE
NOT TO SCALE
L=32-36'-`_
R=589.00' '
A = 03'08'52"
C LEN=32.36'
BRG=S 52'31'1 3" E
20 0 20 20
GRAPHIC SCALE IN FEET
NOTES
1. TOPOGRAPHY WAS FIELD VERIFIED ON 7/30/14 BY J DEMPSEY
ASSOC., LLC, LAND SURVEYORS.
MAP REFERENCE
1.) "SITE DEVELOPMENT PLAN PREPARED FOR WHITE WILLOW, LLC, 15
FITCH HILL ROAD MONTVILLE, CONNECTICUT, PREPARED BY CME
ASSOC. INC., DATE 9/14/06, SH. 1 OF 1"
SITE PLAN
15 FITCH HILL ROAD
MONTVILLE, CONNECTICUT
DATE:
PREPARED FOR
February 18, 2014
RIVERBEND BUILDERS, LLC
DRAWN BY:
323 RIVER ROAD
—
PAWCATUCK, CONNECTICUT
SCALE:
1" = 20'
Development Solutions, L.L.C.
SHEET NO.
A Technical Services Company
1 of 1
DRAWING NO.
DS -14-5
33 East Town St., Norwich, Connecticut
Phone: (860)204-0248 — Fax: (860)204-0652