HomeMy WebLinkAbout22IWC18 - Improvement Location Survey 67 Kitemaug RdXX22-118
22-118_67_KITEMAUG_RD1" = 20'JRRJULY 7th, 2022
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.
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
CLP4965
S
3
3
°
1
8
'
3
6
"
E
7
2
.
3
9
'S 55°2
6'
3
7"
W
16.19'
S 73°33'0
5
"
W
19.26'S 43°37'10"W
23.79'S 17°40'40"W36.80'S 51°58'48"
W
13.4
5'
S 81°39'20"W
40.26'
S 62°1
6'
5
2
"
W
58.21'
S 76°34'47
"
W
34.26'
N 5
7
°
5
8
'
1
8
"
W
31.
6
9
'N 10°46'48"W30.11'N 27°39'43"E20.80'N 24
°22
'08
"W42.96
'
45.00'
N 69°37'
0
3
"
E
163.55'
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'
KI
T
EM
A
UG
RO
A
D
ORCHARD DRIVESITE
7
5
' PROP.
WELL BROOK
COASTAL JURISDICTION LINE ELEV. 2.3
ROOF
D
R
AI
N
EXISTING LATERAL 12.5' DEEP, VERIFY IN FIELD
INVERT = 13.5±
STOCKPILE
MAP REFERENCES:
1. "IMPROVEMENT LOCATION PLAN PREPARED FOR BRENT ALI, SHOWING
PROPOSED HOUSE, 67 KITEMAUG ROAD, MONTVILLE, CONNECTICUT" DATED
11/26/2012 REVISED THROUGH 2/13/13, SCALE: 1"=20'
SHEET 1 OF 1, BY ROB HELLSTROM LAND SURVEYING, LLC.
2."PLAN OF BUILDING LOTS ON MASSAPEAG FARM OWNED BY F.W. BROWNING
1910"
3."PLAN OF SHORE LOTS HAUGHTON COVE TERRACE MONTVILLE, CT. FOR BY
F.W.WILBER REALTY CO.AUGUST 1911"
4."FLOOD INSURANCE RATE MAP NEW LONDON COUNTY CONNECTICUT PANEL
353 OF 554 MAP# 09011C0353G JULY 18, 2011"
MAP STANDARD NOTES:
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 AND
SUGGESTED METHODS AND PROCEDURES FOR SURVEYS AND
MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON
AUGUST 29, 2019.
TYPE OF SURVEY: IMPROVEMENT LOCATION SURVEY
BOUNDARY DETERMINATION: RESURVEY
HORIZONTAL ACCURACY CLASS: A-2
TOPOGRAPHIC ACCURACY CLASS: T-2
VERTICAL DATUM: NAVD 88 (CTGS MON. 505 ELEV: 71.125)
THE INTENDED PURPOSE OF THIS MAP/SURVYE IS TO DEPICT A
CURRENT WETLANDS DELINEATION AND EXISTING CONDITIONS
OF THE SITE.
PROJECT BENCHMARK
NAIL IN EVERSOURCE POLE #11281
ELEV: 27.07
SMH
TF: 26.12
FL: 8.47
CLP4964
40' BL15' BL
40
'
B
L
1
0
15' BL15' BL
WF-1
WF-2
WF-3
WF-4
WF-5
WF-6
WF-7
WF-8
WF-9
WF-10
2
0
28
28
26
20
10
24I HEREBY DECLARE THAT THE
WETLANDS DEPICTED ON THIS MAP
ARE SUBSTANTIALLY CORRECT.
IAN COLE DATE
REGISTERED SOIL SCIENTIST #200640' BL
10
12
14
16
18
20
8
628
26
21.0
1
6
25.0
20.0 16.0
1
8
2
0
2
4
2
2
15.0
16.0
15.5
BU
BU
BU
BU
BU
BU
SINGLE
F
A
MI
L
Y
HOME
DECK
23.0
23.0
16.0
16.012.012.012.012.06.0
9.0
F.F.=17.
0
F.F.=17.
0
RETAINING WALL
(BY OTHERS)
T.W.=25.0
B.W.=21.0
RETAINING WALL
(BY OTHERS)
T.W.=20.0
B.W.=16.0
20.0
20.0
26
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 August 1, 2022 and completion
by August 1, 2024.
MEASURES SHOWN HEREON AND AS OTHERWISE REQUIRED BY
IMPROVEMENTS AND IS RESPONSIBLE FOR ALL EROSION CONTROL
NOTE: BUILDER RESPONSIBLE FOR CONSTRUCTION OF BLDG. AND OTHER
CONSTRUCTION TECHNIQUES UTILIZED.
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
(NOT TO SCALE)
NOT TO SCALE
4" DEPTH MIN.
50' MIN.
CRUSHED GRAVEL
CT. D.O.T. 2
EXISTING PAVED ROAD15' RADIUS
12' MIN.
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
ACCESSORY
DWELLING
UNIT
CONNECTING WALL
50' UP
L
A
N
D
R
E
V
I
E
W
A
R
E
A 161820101215.5
20
INLAND WETLAND LINE
50' COA
S
T
A
L
B
U
F
F
E
R
A
R
E
A
FOR PERMITTING ONLY
INSTALL TEMPORARY
CONSTRUCTION
ENTRANCE