HomeMy WebLinkAbout22IWC18 - OLD PLAN FROM 2013 Improvement Location Plan 67 Kitemaug Rd 11.6.2012 for Ali1."PLAN OF BUILDING LOTS ON MASSAPEAG FARM OWNED BY F.W.
BROWNING 1910"
2."PLAN OF SHORE LOTS HAUGHTON COVE TERRACE MONTVILLE, CT. FOR
BY F.W.WILBER REALTY CO.AUGUST 1911"
3."FLOOD INSURANCE RATE MAP NEW LONDON COUNTY CONNECTICUT
PANEL 353 OF 554 MAP# 09011C0353G JULY 18, 2011"
1. THIS SURVEY (OR MAP) HAS BEEN PREPARED PURSUANT TO THE REGULATIONS
OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THRU 20-300b-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; THE TYPE OF SURVEY IS A IMPROVEMENT LOCATION
SURVEY. BOUNDARY DETERMINATION IS BASED ON A RESURVEY OF PROPERTY AND
CONFORMS TO THE 'A-2' CLASS OF ACCURACY.
2. TOPOGRAPHIC FEATURES, IF SHOWN HEREON, WERE PREPARED IN ACCORDANCE
WITH CLASS T-2 AND TIED TO CTGS MONUMENT 505 NAVD 88 ELEVATION
71.125.
3. THE INTENDED PURPOSE OF THIS MAP/SURVEY IS TO SHOW EXISTING
BOUNDARY, TOPOGRAPHY , WETLANDS AND PROPOSED NEW HOUSE TO REPLACE
EXISTING HOUSE.
100°
SET POSTS / EXCAVATE
6" X 6" TRENCH / SET POST
DOWNSLOPE/STAPLE WIRE MESH
CANTED 10° INTO SLOPE
SET 8' TO 10' APART, AND
INTO GRADE 12" MIN.,
2" X 4" X 5' STAKES DRIVEN
FENCING TO POSTS / ATTACH FILTER
BACKFILL TRENCH / COMPACT EXCAVATED SOIL
FABRIC TO FENCING / EXTEND INTO TRENCH
COMPACTED BACKFILL
FLOW
WIRE FENCING
FILTER FABRIC
6" TO 8" WIDE
6" TO 8" DEEP
TRENCH CUT
FOLD FABRIC UP SLOPE
1-14-13 ADDRESS WETLAND AGENT COMMENTS 2012-108
AL12108 PROP1" = 20'RWHNOVEMBER 26, 2012
500
1 OF 1
SUBSTANTIALLY CORRECT AS NOTED HEREON.
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS
ROBERT W. HELLSTROM, L.S. #13626
( IN FEET )
1 inch = ft.
68 BOGG LANE
LEBANON, CT 06249
(860) 465-7419
REYNOLDS ENGINEERING
SERVICES, LLC
hellstromsurveying@yahoo.com
(NOT TO SCALE)
www.hellstromlandsurveying.com
ALL RIGHTS RESERVED
ANY REPRODUCTION, POSSESSION OR USE OF THIS DRAWING OR ANY PART THEREOF
WITHOUT THE WRITTEN PERMISSION OF THE SURVEYOR INDICATED BELOW IS PROHIBITIED.
VIOLATORS WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW.
40200'20
20
EX.HOUSE
EX.SHED
EX.SHED
EX.SHED
BM SET
C NAIL IN POLE
HELT11281
NGVD 88
ELEV. 24.22
(PLAN) ARE SUBSTNTIALLY CORRECT.
I HEREBY DECLARE THAT THE
WETLANDS SHOWN ON THIS MAP
SOIL SCIENTIST
MARK SULLIVAN DATE
100 YEAR FLOOD ZONE AE ELEV. 12
CLOSING LINE BOUNDARY IS CENTER LINE OF STREAM
CLOSING LINE, BOUNDARY LINE IS MEAN HIGH WATER ELEVATION 1.2
DOCK
LOCATION MAP 1"=200'
K
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A
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RO
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ORCHARD DRIVESITE
14
16
18
2022
20
16
24
GRADE
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24
GRADE
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14x3
14x2
1. DESIGN CRITERIA/CONSTRUCTION METHODS AND DETAILS: State of
Connecticut DOT form 814 guidelines for soil erosion and sediment control.
2. LIMITS OF DISTURBANCE: Upon approval of individual site plan
development, the limit of development shall be established in the field for
each proposed structure. Disturbance limits as shown shall be bounded by
staked hay bales or silt fence.
3. EROSION CONTROLS: Area to be disturbed shall be bounded by staked
hay bales or silt fence. All erosion controls, including silt fence and
anti-tracking pad shall be installed and inspected by the Land use ZEO
and/or Wetland Agent prior to stumps being pulled, grubbing, or excavation.
The ZEO and Wetland Agent may modify the erosion control requirement
based on field conditions so as to adequately control erosion and siltation
from the site.
4. TREES CLEARED: Trees shall be cleared and cut to length and stacked or
removed from the site. Then the pulling of stumps, grubbing and/or
excavation shall begin.
5. DEMOLITION OF EXISTING STRUCTURES: All demolition materials to be
placed in containers, removed off site and properly disposed of. Any
resulting holes will be filled with clean fill and re-graded to match existing
contours.
6. 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 hay bales, silt fence or other approved measures the same day
that cuts are made.
7. TOPSOIL: All topsoil shall be stripped and saved in an area as shown on
the plan or as approved by the Planner and Wetland Agent. Topsoil shall not
be removed from the site except as in compliance with the Zoning
Regulations.
8. CONSTRUCTION & DISTURBED AREA: Excavation and construction shall
commence following inspection and approval of erosion control and
construction of the driveway. The disturbed area shall be so as to contain
runoff within the lot to the greatest extent possible.
9. 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.
10. DRAINS: Foundation and curtain drains shall be installed as shown on
the approved plan. Any changes to the location of the drains or the
additions of any drains shall be approved by the Wetlands Agenda prior to
installation.
11. 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.
12. FINAL STABILIZATION: Erosion controls shall be maintained on the lot as
long as they are needed to control erosion and sedimentation.
13. E&S CONTROLS: All E&S controls shall be inspected on a daily basis and
maintained as necessary until all disturbed areas are permanently
re-vegetegated or otherwise stabilized. Remove silt at hay bales or silt
fence outlets after all rainfalls. The responsibility of such inspection shall be
that of the contractor.
14. SCHEDULE: Construction to commence May 1, 2013 and completion
by May 1, 2015.
10
14x2
7
5
' PROP.
WELL
BRO
OK
1. THE HOMEOWNER SHALL NOT REMOVE A RAIN GARDEN, SEVER OR RE-ROUTE
ANY DRAINAGE LINE LEADING TO THE RAIN GARDEN OR TAKE NAY OTHER ACTION
WHICH PREVENT SURFACE RUNOFF FROM REACHING THE RAIN GARDEN AND
FLOWING THROUGH IT AS DESIGNED.
2. THE HOMEOWNER SHALL ANNUALLY REMOVE SEDIMENT , LEAVES, LITTER, OR
OTHER MATERIALS WHICH MAY HAVE ACCUMULATED IN THE RAIN GARDEN.
OPERATION AND MAINTENANCE PLAN - RAIN GARDENS
PLANTS SHOULD BE A VARIETY THAT CAN TOLERATE WET CONDITIONS, BUT
ALSO VERY DRY CONDITIONS. SWAMP AZALEA, BLACK-EYED SUSAN, IRIS,
NEW YORK ASTER, AND ROYAL FERN A COMBINATION OF THE ABOVE PLANTS
TOTALING 16 PLANTS SHALL BE PLANTED IN THE RAIN GARDEN
2-3" MULCH LAYER
6"
BERM EXISTING
GROUND
PROPOSED HOUSE AREA = 1156 SQ.FT.
HOUSE = 1156 SQ.FT. AREA REQUIRED FOR RAIN GARDEN TO STORE FIRST 1"
OF STORM AT 6" DEEP= 1156/6=96 CUBIC.FT. REQUIRED
6" RAIN GARDEN 20'x 10' =100 CUBIC.FT. PROVIDED
COASTAL JURISDICTION LINE ELEV. 2.3
50'
FOO
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G ROOF DRAIN15x0
EXISTING DRIVE
PROPOSED DRIVE TO FOLLOW SAME PATH
EXISTING LATERAL 12.5' DEEP, VERIFY IN FIELD
BL
BL
BL
BL
BL
BL
BL
INVERT = 13.5±
PROPOSED INVERT = 18.0
15'
15'
15'
15'
40'
40'
40'
STOCKPILE
50'
2-13-13 ADD 50' REGULATED AREA FROM WATER'S EDGE
DRAIN
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