HomeMy WebLinkAbout26IWC6 - Site PlanX
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46.00'
Scale: 1"=1000'
Location Map
Subject Parcel Information
OWNER: NEW CANAAN PLACE, LLC
PARCEL ADDRESS: 90 MAPLE AVE, MONTVILLE, CT, 06382
MAILING ADDRESS: 338 WESTPORT RD, WILTON, CT, 06897
MBL 017/015/000
DEED: VOLUME 709 PAGE 225
AREA: 878,407 SF = 20.17 AC
FLOOD ZONE: ZONE X PER FIRM MAP # 09011C0353G
EFFECTIVE DATE: 7/18/2011
DATE REVISIONSNO.
90 Maple Avenue
Montville, Connecticut
CT. License No. 21231
Gregg T. Fedus P.E.
Office: (860) 536-7390 Fax: (860) 536-1644
Mailing Address: 70 Essex Street Mystic, Connecticut 06355
FEDUS ENGINEERINGCIVIL ENGINEERS LLC
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UTILITY POLE W/ LIGHT
OVERHEAD WIRES
PROPERTY LINE
INDEX CONTOUR
STONEWALL
NOW OR FORMERLY
CONTOUR
FENCE LINE
WATER VALVE
TYPICAL
DRILL HOLE
POINT OF BEGINNING
Legend
PROPOSED
TEST PIT
SYMBOL
EXISTING
DESCRIPTION
ADJACENT PROPERTY LINE
CATCH BASIN
SPOT ELEVATION
MEAN HIGH WATER LINE
HIGH TIDE LINE
COASTAL JURISDICTIONAL
LINE
WETLANDS BOUNDARY/FLAG
MEAN LOW WATER LINE
UTILITY POLE
DRAINAGE MANHOLE
EASEMENT LINE
ZONE LINE
EXISTING WATER LINE
EXISTING SEWER LINE
BUILDING SETBACK LINE
SEWER MANHOLE
PERCOLATION TEST
HYDRANT
WATER SHUTOFF
DRILL HOLE
EX. IP / REBAR
MONUMENT
IRON PIN TO BE SET
SYMBOL DESCRIPTION
SILT FENCE
INVERTINV.
GALLONGAL.
SCHEDULESCHED.
SPOT ELEVATIONx10.00
WATER SERVICEW
SANITARY SERVICESS
HAY BALE BARRIERHB
WATER SHUTOFF
26-001539 ABCJOB NO.DRAWN BY:OFSHEET NO.
May 1, 2026
Prepared For:
Montville, Connecticut
90 Maple Avenue
of
Cover Sheet
New Canaan Place, LLC
81
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SITE PLAN SUBMISSION
NEW CANAAN PLACE, LLC
90 MAPLE AVENUE, MONTVILLE, CONNECTICUT
OWNER/APPLICANT:
NEW CANAAN PLACE, LLC
JOHN EOANOU
90 MAPLE AVENUE
LUXURY TOWNHOUSES WITH CLUBHOUSE
SHEET LIST TABLE
1 OF 8 COVER SHEET
2 OF 8 OVERALL SITE PLAN
3 OF 8 SITE LAYOUT PLAN
4 OF 8 GRADING PLAN
5 OF 8 UTILITY PLAN & PROFILE
6 OF 8 UTILITY PLAN & PROFILE
7 OF 8 UTILITY PLAN & PROFILE
8 OF 8 EROSION & SEDIMENT CONTROL PLAN
Project Description
A proposed subdivision of 87 units.
X
X
X
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5050
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5
0
40
38
31
28
27
26
16
15
14
10
9
8
6
5
475
74
73 2
3
789
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84
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87
81
82
33
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37
35
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22
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7
39
62
POOL
CLUB
HOUSE
N6
0
°
3
4
'
0
9
"
W
10
1
.
7
2
'
S44°
3
0
'
0
0
"
W
562.
0
8
'
S5° 30'
0
0
"
W
995.00
'
N5
9
°
5
2
'
0
2
"
W
38
6
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2
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'
N6
0
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0
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W
20
3
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4
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'
N5
9
°
2
5
'
5
4
"
W
17
1
.
6
9
'
N27° 21' 57"E 497.03'
N27° 23' 06"E 440.16'N24° 41' 33"E 113.71'
S72° 05' 23"E
6.67'
N27° 26' 10"E 229.86'
S36
°
1
5
'
0
7
"
E
87
.
4
8
'
S3
6
°
1
5
'
0
7
"
E
135
.
7
1
'
S78° 57' 41"E
28.74'
N89° 03' 20"E
42.14'
N5
6
°
4
6
'
2
3
"
E
94.
5
8
'
N5
6
°
3
7
'
3
2
"
E
57.
2
2
'
N41° 2
8
'
1
8
"
E
117.5
2
'
N40° 5
7
'
4
0
"
E
109.61
'
S48° 50' 58"E
14.00'
S20° 50' 33"E
34.56'
L=254.18
R=520.00
CL=251.66
CH=S34° 50' 45"E
D=28°00'25"
75.0'
46.00'
77
.
0
'
19
.
0
0
'
25.00'
12.00'
12.00'
Scale: 1"=1000'
Location Map
Subject Parcel Information
OWNER: NEW CANAAN PLACE, LLC
PARCEL ADDRESS: 90 MAPLE AVE, MONTVILLE, CT, 06382
MAILING ADDRESS: 338 WESTPORT RD, WILTON, CT, 06897
MBL 017/015/000
DEED: VOLUME 709 PAGE 225
AREA: 878,407 SF = 20.17 AC
FLOOD ZONE: ZONE X PER FIRM MAP # 09011C0353G
EFFECTIVE DATE: 7/18/2011
Reference Map:
1."SITE LAYOUT PLAN, 90 MAPLE AVENUE, PREPARED FOR LINDO CONSTRUCTION, LLC, MONTVILLE, CONNECTICUT;"
SCALE: 1"=40', DATED: APRIL 6, 2020, BY: WENTWORTH CIVIL ENGINEERS LLC, WESLEY J. WENTWORTH, P.E. #20360
DATE REVISIONSNO.
90 Maple Avenue
Montville, Connecticut
CT. License No. 21231
Gregg T. Fedus P.E.
Office: (860) 536-7390 Fax: (860) 536-1644
Mailing Address: 70 Essex Street Mystic, Connecticut 06355
FEDUS ENGINEERINGCIVIL ENGINEERS LLC
P:
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DRAWING SCALE: 1"=60'0 30 60 120
UTILITY POLE W/ LIGHT
OVERHEAD WIRES
PROPERTY LINE
INDEX CONTOUR
STONEWALL
NOW OR FORMERLY
CONTOUR
FENCE LINE
WATER VALVE
TYPICAL
DRILL HOLE
POINT OF BEGINNING
Legend
PROPOSED
TEST PIT
SYMBOL
EXISTING
DESCRIPTION
ADJACENT PROPERTY LINE
CATCH BASIN
SPOT ELEVATION
MEAN HIGH WATER LINE
HIGH TIDE LINE
COASTAL JURISDICTIONAL
LINE
WETLANDS BOUNDARY/FLAG
MEAN LOW WATER LINE
UTILITY POLE
DRAINAGE MANHOLE
EASEMENT LINE
ZONE LINE
EXISTING WATER LINE
EXISTING SEWER LINE
BUILDING SETBACK LINE
SEWER MANHOLE
PERCOLATION TEST
HYDRANT
WATER SHUTOFF
DRILL HOLE
EX. IP / REBAR
MONUMENT
IRON PIN TO BE SET
SYMBOL DESCRIPTION
SILT FENCE
INVERTINV.
GALLONGAL.
SCHEDULESCHED.
SPOT ELEVATIONx10.00
WATER SERVICEW
SANITARY SERVICESS
HAY BALE BARRIERHB
WATER SHUTOFF
26-001539 ABCJOB NO.DRAWN BY:OFSHEET NO.
May 1, 2026
Prepared For:
Montville, Connecticut
90 Maple Avenue
of
Overall Site Plan
New Canaan Place, LLC
82
R-20 ZONING REQUIREMENTS TABLE
SECTION REGULATION REQUIREMENTS EXISTING PROPOSED
9.4
MINIMUM LOT SIZE 20,000 SF 878,407 SF 878,407 SF
MAXIMUM LOT DENSITY 1 DWELLING / 10,000 SF N/A 87 DWELLINGS
9.5 MINIMUM WIDTH 80'302.74'302.74'
9.6.1 MINIMUM FRONT YARD 40'N/A 310.3'
9.6.2 MINIMUM SIDE YARD 20'N/A N: 29.9', S: 23.3'
9.6.3 MINIMUM REAR YARD 40'N/A 159.0'
9.7 MAXIMUM BUILDING HEIGHT 45'N/A < 45'
MAP
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PROPOSED
DWELLING UNIT
(TYP.)
PROPOSED
3 UNIT BUILDING
(TYP.)
24.0'
(TYP
.
)
159.0'
2
3
.
3
'
PHASE IPHASE II
PHA
S
E
I
I
I
PHASE V
PHASE
IV
PHA
S
E
III
PHASE IV
PH
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PH
A
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P
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50
50
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5
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50
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50
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50
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50
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50
50
50
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0
50
50
40
38
31
28
27
26
16
15
14
10
9
8
6
5
4
75
74
73
23
7
8
9
11
12
13
17
18
19
23
24
25
29
30
41
42
43
44
45
46
47
48
52
53
54
49
50
51
55 56 57
60
61
63
58
59
64
65
66
67
68
69
76
77
78
71
72
70
1
79
80
83
84
85
86
87
81
82
33
32
34
37
35
36
22
21
20
7
39
62
POOL
CLUB
HOUSE
16
.
8
'
15
.
3
'
16.
3
'
16.
3
'
19.
7
'
26
.
8
'
19
.
6
'
22.
0
'
20
.
0
'
20
.
0
'
15.7
'
22
.
4
'
15
.
4
'
R8
0
.
0
'
1
7
.
0
'
R
5
.
0
'
R2
5
.
0
'
13
.
4
'
6.0' (TYP.)
8.0'
8.0'
19
.
0
'
PROPOSED
5'x5' STONE ENTRY PILLARS
(2 TYP.)
PROPOSED
TRASH
ENCLOSURE
PROPOSED
SCHOOL
BUS STOP
310.3'
2
9
.
9
'
24.0'
(TYP.
)
17
.
8
'
15.
2
'
17
.
2
'
21
.
2
'
S44° 30' 00"W562.08'
S5°
3
0
'
0
0
"
W
995
.
0
0
'
N27° 2
3
'
0
6
"
E
440.16
'
28.74'
N89° 03' 20"E
42.14'
N56° 46' 23"E
94.58'
N56° 37' 32"E
57.22'
N41° 28' 18"E 117.52'
N40° 57' 40"E
109.61'
S48° 50' 58"E
14.00'
S20° 50' 33"E
34.56'
L=254.18
R=520.00
CL=251.66
CH=S34° 50' 45"E
D=28°00'25"
75.0'
46.00'
77
.
0
'
19
.
0
0
'
25.00'
12.00'
12.00'
Scale: 1"=1000'
Location Map
Subject Parcel Information
OWNER: NEW CANAAN PLACE, LLC
PARCEL ADDRESS: 90 MAPLE AVE, MONTVILLE, CT, 06382
MAILING ADDRESS: 338 WESTPORT RD, WILTON, CT, 06897
MBL 017/015/000
DEED: VOLUME 709 PAGE 225
AREA: 878,407 SF = 20.17 AC
FLOOD ZONE: ZONE X PER FIRM MAP # 09011C0353G
EFFECTIVE DATE: 7/18/2011
Reference Map:
1."SITE LAYOUT PLAN, 90 MAPLE AVENUE, PREPARED FOR LINDO CONSTRUCTION, LLC, MONTVILLE, CONNECTICUT;"
SCALE: 1"=40', DATED: APRIL 6, 2020, BY: WENTWORTH CIVIL ENGINEERS LLC, WESLEY J. WENTWORTH, P.E. #20360
DATE REVISIONSNO.
90 Maple Avenue
Montville, Connecticut
CT. License No. 21231
Gregg T. Fedus P.E.
Office: (860) 536-7390 Fax: (860) 536-1644
Mailing Address: 70 Essex Street Mystic, Connecticut 06355
FEDUS ENGINEERINGCIVIL ENGINEERS LLC
P:
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D
W
G
DRAWING SCALE: 1"=40'0 30 60 120
UTILITY POLE W/ LIGHT
OVERHEAD WIRES
PROPERTY LINE
INDEX CONTOUR
STONEWALL
NOW OR FORMERLY
CONTOUR
FENCE LINE
WATER VALVE
TYPICAL
DRILL HOLE
POINT OF BEGINNING
Legend
PROPOSED
TEST PIT
SYMBOL
EXISTING
DESCRIPTION
ADJACENT PROPERTY LINE
CATCH BASIN
SPOT ELEVATION
MEAN HIGH WATER LINE
HIGH TIDE LINE
COASTAL JURISDICTIONAL
LINE
WETLANDS BOUNDARY/FLAG
MEAN LOW WATER LINE
UTILITY POLE
DRAINAGE MANHOLE
EASEMENT LINE
ZONE LINE
EXISTING WATER LINE
EXISTING SEWER LINE
BUILDING SETBACK LINE
SEWER MANHOLE
PERCOLATION TEST
HYDRANT
WATER SHUTOFF
DRILL HOLE
EX. IP / REBAR
MONUMENT
IRON PIN TO BE SET
SYMBOL DESCRIPTION
SILT FENCE
INVERTINV.
GALLONGAL.
SCHEDULESCHED.
SPOT ELEVATIONx10.00
WATER SERVICEW
SANITARY SERVICESS
HAY BALE BARRIERHB
WATER SHUTOFF
26-001539 ABCJOB NO.DRAWN BY:OFSHEET NO.
May 1, 2026
Prepared For:
Montville, Connecticut
90 Maple Avenue
of
Site Layout Plan
New Canaan Place, LLC
83
R-20 ZONING REQUIREMENTS TABLE
SECTION REGULATION REQUIREMENTS EXISTING PROPOSED
9.4
MINIMUM LOT SIZE 20,000 SF 878,407 SF 878,407 SF
MAXIMUM LOT DENSITY 1 DWELLING / 10,000 SF N/A 87 DWELLINGS
9.5 MINIMUM WIDTH 80'302.74'302.74'
9.6.1 MINIMUM FRONT YARD 40'N/A 310.3'
9.6.2 MINIMUM SIDE YARD 20'N/A N: 29.9', S: 23.3'
9.6.3 MINIMUM REAR YARD 40'N/A 159.0'
9.7 MAXIMUM BUILDING HEIGHT 45'N/A < 45'
PROPOSED
DWELLING UNIT
(TYP.)
PROPOSED
3 UNIT BUILDING
(TYP.)
2
3
.
3
'
PHASE I
PHASE II
PHASE III
PHASE V
PHASE IV
PHASE
III
PHASE
III
PHASE I
PHA
S
E
I
PH
A
S
E
I
PH
A
S
E
I
PH
A
S
E
I
V
PHASE
IV
AC
C
E
S
S
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AC
C
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p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
50
50 50 50
50
50
50
50
50
5
0
5
0
50
50
50
50 50
50
50
5
0
5
0
5
0
5
0
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
5
0
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
5
0
50
50
1
GF=136.5
2
GF=138.5
3
GF=140.5
4
GF=146.5
5
GF=148.5
6
GF=150.5
7
GF=152.5
87
GF=142.5
86
GF=144.5
85
GF=146.5
84
GF=150.5
83
GF=152.5
82
GF=154.5
81
GF=176.5
80
GF=177.5
79
GF=178.5
78
GF=180.5
77
GF=181.7
76
GF=181.7
75
GF=182.0
74
GF=183.0
73
GF=183.0
72
GF=183.0
71
GF=188.5
70
GF=187.5
69
GF=186.5
68
GF=185.7
67
GF=185.7
66
GF=185.7
65
GF=183.5
64
GF=183.5
63
GF=183.0
62
GF=183.0
61
GF=181.5
60
GF=181.5
59
GF=180.5
58
GF=180.5
57
GF=178.5
56
GF=180.5
55
GF=184.5
54
GF=194.5
53
GF=195.0
52
GF=195.5
51
GF=197.5
50
GF=197.5
49
GF=197.5
48
GF=198.5
47
GF=198.5
46
GF=198.5
45
GF=197.5
44
GF=197.5
43
GF=197.5
42
GF=196.5
41
GF=196.5
40
GF=196.5
39
GF=196.5
38
GF=196.5
37
GF=196.5
36
GF=196.5
35
GF=196.5
34
GF=194.5
33
GF=194.5
32
GF=194.5
31
GF=195.5
30
GF=196.0
29
GF=196.5
28
GF=196.5
27
GF=196.5
26
GF=196.5
25
GF=196.5
24
GF=196.5
23
GF=196.5
22
GF=197.0
21
GF=197.0
20
GF=197.0
19
GF=197.5
18
GF=197.5
17
GF=197.5
16
GF=198.5
15
GF=198.5
14
GF=198.5
13
GF=196.5
12
GF=196.5
11
GF=196.5
10
GF=194.5
9
GF=194.5
8
GF=194.5
CLUB HOUSE
POOL
HP
LP
192.0
192.0
192.0
192.0
191.0
191.0
191.0
191.0
194.5
194.5
195.5
196.5
197.5
HP
HP
S44° 30' 00"W562.08'
S5°
3
0
'
0
0
"
W
995
.
0
0
'
497.03
'
N27° 2
3
'
0
6
"
E
440.16
'
28.74'
N89° 03' 20"E
42.14'
N56° 46' 23"E
94.58'
N56° 37' 32"E
57.22'
N41° 28' 18"E 117.52'
N40° 57' 40"E
109.61'
S20° 50' 33"E
34.56'
110
110
112
114
116
116
114 116
116
114
112
11
2
112
114116
116118120
122
124
126
128130
1
3
2
136138
1
3
4
132
134
1
3
6
1
3
8
1
4
0
1
4
2
1
4
4
142
144
142
140
1
7
4
17
2
170
168
166
164
162
160
158
15
6
15
4
15
2
15
0
148
146
184
186
188
190
19
2
194
196
196
1
9
6
196
194
198
1
9
6
1
9
4
190
1
8
8
1
8
6
1
8
4
1
8
2
180
178
176
176
178
180
182
11
6
11
4
11
2
11
4
192
146
14
8
1
5
0
15
2
15
4
1
4
2
1
4
4
1
4
6
1
4
8
15
0
1
5
2
15
4
15
6
1
5
8
16
0
16
2
16
4
16
6
1
5
8
1
5
6
15
4
15
2
150
16
8
16
8
1
6
6
16
4
16
2
160
158
156
16
8
14
0
136
138
140
17
2
17
0
17
0
172
176
17
8
180
182
184
182
174
17
4
186
18
8
19
0
19
2
19
2
194
1
9
0
186
194
1
8
418
6
19
2
1
8
2
18
619
0
17
8
17
6
18
0
18
2
1
8
4
1
8
6
18
8
120
118
174
190
194
192
196
19
6
194
192
192
19
4
19
2
1
9
0
196
19
6
1
9
6
196
196
19
6
196
194
20
2
20
0
19
8
200
19
8
20
0
19
8
196
198
198
19
4
194
196
19
6
196
196
19
6
196
1
9
8
198
176
17
8
18
0
18
218
4
18
6188
190
19
2
194.0
194.5
195.0
197.0
197.0
197.0
198.0
198.0
198.0
Note
Scale: 1"=1000'
Location Map
Subject Parcel Information
OWNER: NEW CANAAN PLACE, LLC
PARCEL ADDRESS: 90 MAPLE AVE, MONTVILLE, CT, 06382
MAILING ADDRESS: 338 WESTPORT RD, WILTON, CT, 06897
MBL 017/015/000
DEED: VOLUME 709 PAGE 225
AREA: 878,407 SF = 20.17 AC
FLOOD ZONE: ZONE X PER FIRM MAP # 09011C0353G
EFFECTIVE DATE: 7/18/2011
Reference Map:
1."SITE LAYOUT PLAN, 90 MAPLE AVENUE, PREPARED FOR LINDO CONSTRUCTION, LLC, MONTVILLE, CONNECTICUT;"
SCALE: 1"=40', DATED: APRIL 6, 2020, BY: WENTWORTH CIVIL ENGINEERS LLC, WESLEY J. WENTWORTH, P.E. #20360
DATE REVISIONSNO.
90 Maple Avenue
Montville, Connecticut
CT. License No. 21231
Gregg T. Fedus P.E.
Office: (860) 536-7390 Fax: (860) 536-1644
Mailing Address: 70 Essex Street Mystic, Connecticut 06355
FEDUS ENGINEERINGCIVIL ENGINEERS LLC
P:
\
2
0
2
6
\
2
6
-
0
0
1
5
3
9
-
M
O
N
T
V
I
L
L
E
-
9
0
M
A
P
L
E
A
V
E
N
U
E
-
K
A
B
O
G
R
O
U
P
L
L
C
\
A
C
A
D
\
2
6
-
0
0
1
5
3
9
-
M
O
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T
V
I
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L
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-
8
2
&
9
0
M
A
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A
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N
U
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-
K
A
B
O
G
R
O
U
P
L
L
C
-
F
U
L
L
S
E
T
.
D
W
G
DRAWING SCALE: 1"=40'0 30 60 120
UTILITY POLE W/ LIGHT
OVERHEAD WIRES
PROPERTY LINE
INDEX CONTOUR
STONEWALL
NOW OR FORMERLY
CONTOUR
FENCE LINE
WATER VALVE
TYPICAL
DRILL HOLE
POINT OF BEGINNING
Legend
PROPOSED
TEST PIT
SYMBOL
EXISTING
DESCRIPTION
ADJACENT PROPERTY LINE
CATCH BASIN
SPOT ELEVATION
MEAN HIGH WATER LINE
HIGH TIDE LINE
COASTAL JURISDICTIONAL
LINE
WETLANDS BOUNDARY/FLAG
MEAN LOW WATER LINE
UTILITY POLE
DRAINAGE MANHOLE
EASEMENT LINE
ZONE LINE
EXISTING WATER LINE
EXISTING SEWER LINE
BUILDING SETBACK LINE
SEWER MANHOLE
PERCOLATION TEST
HYDRANT
WATER SHUTOFF
DRILL HOLE
EX. IP / REBAR
MONUMENT
IRON PIN TO BE SET
SYMBOL DESCRIPTION
SILT FENCE
INVERTINV.
GALLONGAL.
SCHEDULESCHED.
SPOT ELEVATIONx10.00
WATER SERVICEW
SANITARY SERVICESS
HAY BALE BARRIERHB
WATER SHUTOFF
26-001539 ABCJOB NO.DRAWN BY:OFSHEET NO.
May 1, 2026
Prepared For:
Montville, Connecticut
90 Maple Avenue
of
Grading Plan
New Canaan Place, LLC
84
2
3
.
3
'
MA
P
L
E
A
V
E
N
U
E
p
p
p
p
p
p
p
p
p
p
p p p
p
p
p
p
p p p p p p p p p p p
50
50
50
505050
50
5050
50
50
50
50
50
50
50
50
5
0
50
191.0
S44° 3
0
'
0
0
"
W
562.08
'
N27
°
2
3
'
0
6
"
E
440
.
1
6
'
114
112
112
114
116
116 118
120
122
124
126
128
130 13
2
136 138
13
4
13
2
13
4
13
6
13
8
14
0
14
2
14
4
142
144
142
140
17
4
17
2
17
0
16
8
16
6
164162160
15815
6
15
4
15
2
15
0
148
146
19
4
190
188
18
6
1
8
4
1
8
2
18
0
17
8
17
6
176
17
8
18
0
192
14
6
14
8
1
5
0
1
5
2
1
5
4
1
4
2
1
4
4
146
1
4
8
15
0
1
5
2
1
5
6
1
6
0
1
6
4
158
1
5
6
154
1
5
2
15
0
1
6
8
16
8
16
6
1
6
4
1
6
2
16
0158156
1
4
0
136 138
140
1
7
0
172
1
7
8
1
7
6
1
8
0
1
8
2
1
8
4
1
8
6
1
8
8
120
174
190 194
192
190
196
194
20
2
20
0
1
9
8
176
1
7
8
1
8
0
1
8
2
1
8
4
18
6
18
8
19
0
19
2
194.0
194.5
195.0
S
M
H
1
7
S
M
H
2
5
C
B
2
4
3
C
B
2
4
2
S
M
H
1
6
S
M
H
1
5
S
M
H
1
4
S
M
H
1
3
S
M
H
1
2
S
M
H
1
1
S
M
H
2
4
C
B
2
2
6
C
B
2
2
5
C
B
2
2
3
C
B
2
2
1
C
B
2
1
9
C
B
2
2
0
C
B
2
1
5
C
B
2
1
7
C
B
2
1
3
C
B
2
1
4
C
B
2
1
1
C
B
2
4
1
C
B
2
1
2
C
B
1
1
1
C
B
1
1
0
T
Y
P
E
C
-
G
100
104
108
112
116
120
124
128
132
136
140
100
104
108
112
116
120
124
128
132
136
140
-1+00 0+00 1+00 2+00 3+00 4+00 130
132
136
140
144
148
152
156
160
164
168
130
132
136
140
144
148
152
156
160
164
168
4+00 5+00 6+00 7+00 7+50 160
164
168
172
176
180
184
188
192
196
200
160
164
168
172
176
180
184
188
192
196
200
7+50 8+00 9+00 10+00
20'-15" CHDP @ 1.5%
132
L
F
1
5
"
C
H
D
P
@
1
1
.
2
9
%
31 LF - 18" CHDP @4.49%
18" CHDP
CB 225
STA 9+50 LT
TF=188.79
FL=185.39
CB 226
STA 9+50 RT
TF=188.79
FL=185.59
CB 223
STA 8+07-20' LT
TF=173.69
FL=170.49 (15" W)
FL=170.49 (15" S)
FL=170.19 (18" E)
SMH 17
STA 7+93.73
TF=172.30
INV=165.85
CB 223
STA 7+75 LT
TF=172.30
FL=168.80
SMH 24
STA 7+93.73
TF=172.30
INV=165.85
PROPOSED
CB 23
TF=192.33
INV.=184.08
Scale: 1"=1000'
Location Map
Subject Parcel Information
OWNER: NEW CANAAN PLACE, LLC
PARCEL ADDRESS: 90 MAPLE AVE, MONTVILLE, CT, 06382
MAILING ADDRESS: 338 WESTPORT RD, WILTON, CT, 06897
MBL 017/015/000
DEED: VOLUME 709 PAGE 225
AREA: 878,407 SF = 20.17 AC
FLOOD ZONE: ZONE X PER FIRM MAP # 09011C0353G
EFFECTIVE DATE: 7/18/2011
Reference Map:
1."SITE LAYOUT PLAN, 90 MAPLE AVENUE, PREPARED FOR LINDO CONSTRUCTION, LLC, MONTVILLE, CONNECTICUT;"
SCALE: 1"=40', DATED: APRIL 6, 2020, BY: WENTWORTH CIVIL ENGINEERS LLC, WESLEY J. WENTWORTH, P.E. #20360
DATE REVISIONSNO.
90 Maple Avenue
Montville, Connecticut
CT. License No. 21231
Gregg T. Fedus P.E.
Office: (860) 536-7390 Fax: (860) 536-1644
Mailing Address: 70 Essex Street Mystic, Connecticut 06355
FEDUS ENGINEERINGCIVIL ENGINEERS LLC
P:
\
2
0
2
6
\
2
6
-
0
0
1
5
3
9
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9
0
M
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K
A
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L
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\
A
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A
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2
6
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0
0
1
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L
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-
8
2
&
9
0
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A
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A
V
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N
U
E
-
K
A
B
O
G
R
O
U
P
L
L
C
-
F
U
L
L
S
E
T
.
D
W
G
DRAWING SCALE: 1"=40'0 20 40 80
UTILITY POLE W/ LIGHT
OVERHEAD WIRES
PROPERTY LINE
INDEX CONTOUR
STONEWALL
NOW OR FORMERLY
CONTOUR
FENCE LINE
WATER VALVE
TYPICAL
DRILL HOLE
POINT OF BEGINNING
Legend
PROPOSED
TEST PIT
SYMBOL
EXISTING
DESCRIPTION
ADJACENT PROPERTY LINE
CATCH BASIN
SPOT ELEVATION
MEAN HIGH WATER LINE
HIGH TIDE LINE
COASTAL JURISDICTIONAL
LINE
WETLANDS BOUNDARY/FLAG
MEAN LOW WATER LINE
UTILITY POLE
DRAINAGE MANHOLE
EASEMENT LINE
ZONE LINE
EXISTING WATER LINE
EXISTING SEWER LINE
BUILDING SETBACK LINE
SEWER MANHOLE
PERCOLATION TEST
HYDRANT
WATER SHUTOFF
DRILL HOLE
EX. IP / REBAR
MONUMENT
IRON PIN TO BE SET
SYMBOL DESCRIPTION
SILT FENCE
INVERTINV.
GALLONGAL.
SCHEDULESCHED.
SPOT ELEVATIONx10.00
WATER SERVICEW
SANITARY SERVICESS
HAY BALE BARRIERHB
WATER SHUTOFF
26-001539 ABCJOB NO.DRAWN BY:OFSHEET NO.
May 1, 2026
Prepared For:
Montville, Connecticut
90 Maple Avenue
of
Utility Plan & Profile
New Canaan Place, LLC
85
MA
P
L
E
A
V
E
N
U
E
VERTICAL SCALE: 1"=4'
HORIZONTAL SCALE: 1"=40'
MATCH TO
S
H
E
E
T
7
MATCH TO SHEE
T
8
EL
E
V
.
=
1
4
9
.
7
5
PV
I
S
T
A
1
5
+
5
0
91'-8" SAN
.
@
1
.
9
9
%
135'-
8
"
S
A
N
.
@
7
.
5
6
%
102'
-
8
"
S
A
N
.
@
8
.
0
8
%
151
'
-
8
"
S
A
N
.
@
1
0
.
0
%
96'-8
"
S
A
N
.
@
8
.
0
8
%
173'
-
8
"
S
A
N
.
@
8
.
5
5
%
SMH 11
STA 10+40-40' RT
TF=111.00
INV.=104.85
SMH 13
STA 12+65
TF=126.95
INV.=119.95
SMH 14
STA 13+68
TF=135.19
INV.=128.19
CB 211
STA 11+40 LT
TF=116.48
FL=112.98
CB 212
STA 11+40 RT
TF=116.48
FL=112.68 (15" IN)
FL=112.10 (18"IN & OUT)
CB 213
STA 12+75 LT
TF=127.25
FL=123.75
CB 215
STA 13+75LT
TF=135.25
FL=131.75
CB 214
STA 12+75 RT
TF=127.25
FL=123.45
132'
-
1
8
"
C
H
D
P
@
8
.
5
%
104'-
1
8
"
C
H
D
P
@
7
.
6
5
%
103'-
1
8
"
C
H
D
P
@
7
.
2
8
%
145'-
1
8
"
C
H
D
P
@
8
.
1
%
139
'
-
1
8
"
C
H
D
P
@
1
1
.
1
9
%
132'-18" CHDP @ 7.44%
20'-15" CHDP @ 1.5%
20'-15" CHDP @ 1.5%
30'-18" CLASS V RCP @ 1.0%
20'-18" CHDP @ 1.5%
PROP. 8" DIP WATER 72'-18" RCP @ 0.97%
SMH 12
STA 11+30
TF=116.25
FL=109.75
INV.=108.25
DROP=
100'-8"
S
A
N
.
@
3
.
4
0
%
CB 111
STA 10+15 -12' LT
TF=110.58
FL=108.64
CB 112
STA 10+15 RT
TF=110.58
FL=108.44
20'-12" CLASS V RCP @ 1.0%
PROPOSED
METER VAULT
50
50
50
50
50
50
LP
192.0192.0192.0192.0191.0191.0191.0191.0 194.5
194.5
195.5
196.5
197.5
HP
HP
S
5
°
3
0
'
0
0
"
W
9
9
5
.
0
0
'
174
172
170
168
16
6
1
6
4
1
6
2
1
6
0
1
5
8
156
1
8
4
1
8
6
18
8
19
0
192
1
9
4
1
9
6
1
9
6
196
1
9
8
196194
19
0
188
186
184
182
180
178
176
17
6
178 180
18
2
192
156
158
160 162
164 166
158156
154152
168
168166
164
162
160
15
8
1
5
6
168
172
170
170
17
2
176
178
180
18
2
18
4
182
17
4
174
186
188
190
192
192
194
190
18
6
19
4
184
186
192
182
186
190
178176
180182
184
186
188
174
190
19
4
19
2
19
6
196
19
4
19
2192
194
192
190
1
9
6
196
196
19
6
202
200
198
200 198
19
6
19
8
19
8
19
6
19
6
196
196
19
6
198
19
8
194.0 194.5 195.0 197.0 197.0 197.0
198.0
198.0
198.0
Note
SMH 18 SMH 19
SMH
20
SMH 22
SMH 17
SMH 25
CB 243
CB 242
SMH 16
SMH 23
SMH 24
CB 241
CB 240
CB 239
CB 238
CB 233
CB 234
CB 232
CB 226
CB 225
CB 223
CB 221
CB 219
CB 220
CB 236
PROPOS
E
D
B
L
O
W
O
F
F
160
164
168
172
176
180
184
188
192
196
200
160
164
168
172
176
180
184
188
192
196
200
-0+20 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+20
18
"
M
I
N
.
(T
Y
P
.
)
12
"
M
I
N
.
(T
Y
P
.
)
PROPO
S
E
D
2
1
3
L
F
-
8
"
S
A
N
.
@
4
.
1
6
%
PROP
O
S
E
D
1
6
0
L
F
-
1
8
"
C
H
D
P
@
6
.
4
0
%
PROPOSED
8" C900 WATER SERVICE
(TYP.)
PROPOSED 177 L
F
-
8
"
S
A
N
I
T
A
R
Y
@
1
.
4
5
%
PROPOSED 220
L
F
-
1
8
"
C
H
D
P
@
1
.
6
8
%
PROPOSED 2
0
9
L
F
1
8
"
C
H
D
P
@
2
.
0
%
PROPOSED 2
5
6
L
F
-
8
"
S
A
N
I
T
A
R
Y
@
2
.
2
%
PROPOSED 62 LF
15" CHDP @4.58%
PROPOSED 133
L
F
1
5
"
C
H
D
P
@
1
.
6
3
%
PROPOSED
29 LF 15" CHDP
@3.49%
PROPOSE
D
1
6
5
L
F
8
"
S
A
N
I
T
A
R
Y
@
2
.
7
1
%
PROPOSED
SMH 21
TF=195.60
INV.=186.73
PROPOSED
SMH 20
TF=195.60
INV.=186.73
PROPOSED
SMH #19
TF=195.60
INV.=186.73PROPOSED SMH #18
TF=195.60
INV.=186.73
PROPOSED SMH #17
TF=195.60
INV.=186.73
PROPOSED
CATCH BASIN #233
TF=181.07
INV.=178.11
EXISTING
GRADE
PROPOSED
CATCH BASIN #232
TF=181.07
INV.=177.81
PROPOSED
CATCH BASIN #235
TF=184.71
INV.=183.04
PROPOSED
CATCH BASIN #234
TF=184.71
INV.=182.44
PROPOSED
CATCH BASIN #239
TF=188.81
INV.=184.11
PROPOSED
CATCH BASIN #238
TF=188.81
INV. IN (18")=183.81
PROPOSED
CATCH BASIN #236
TF=181.07
INV.=188.21
PROPOSED
CATCH BASIN #233
TF=195.50
INV.=190.41
PROPOSED
122 LF 15" CHDP
@1.0%
PROPOSED 20 LF
15" CHDP @1.5%
PROPOSED 20 LF
15" CHDP @1.5%
PROPOSED 20 LF
15" CHDP @1.5%
PROPOSED 20 LF
15" CHDP @1.5%
Subject Parcel Information
OWNER: NEW CANAAN PLACE, LLC
PARCEL ADDRESS: 90 MAPLE AVE, MONTVILLE, CT, 06382
MAILING ADDRESS: 338 WESTPORT RD, WILTON, CT, 06897
MBL 017/015/000
DEED: VOLUME 709 PAGE 225
AREA: 878,407 SF = 20.17 AC
FLOOD ZONE: ZONE X PER FIRM MAP # 09011C0353G
EFFECTIVE DATE: 7/18/2011
Reference Map:
1."SITE LAYOUT PLAN, 90 MAPLE AVENUE, PREPARED FOR LINDO CONSTRUCTION, LLC, MONTVILLE, CONNECTICUT;"
SCALE: 1"=40', DATED: APRIL 6, 2020, BY: WENTWORTH CIVIL ENGINEERS LLC, WESLEY J. WENTWORTH, P.E. #20360
DATE REVISIONSNO.
CT. License No. 21231
Gregg T. Fedus P.E.
Office: (860) 536-7390 Fax: (860) 536-1644
Mailing Address: 70 Essex Street Mystic, Connecticut 06355
FEDUS ENGINEERINGCIVIL ENGINEERS LLC
P:
\
2
0
2
6
\
2
6
-
0
0
1
5
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9
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-
9
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2
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9
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L
L
C
-
F
U
L
L
S
E
T
.
D
W
G
DRAWING SCALE: 1"=40'0 20 40 80
UTILITY POLE W/ LIGHT
OVERHEAD WIRES
PROPERTY LINE
INDEX CONTOUR
STONEWALL
NOW OR FORMERLY
CONTOUR
FENCE LINE
WATER VALVE
TYPICAL
DRILL HOLE
POINT OF BEGINNING
Legend
PROPOSED
TEST PIT
SYMBOL
EXISTING
DESCRIPTION
ADJACENT PROPERTY LINE
CATCH BASIN
SPOT ELEVATION
MEAN HIGH WATER LINE
HIGH TIDE LINE
COASTAL JURISDICTIONAL
LINE
WETLANDS BOUNDARY/FLAG
MEAN LOW WATER LINE
UTILITY POLE
DRAINAGE MANHOLE
EASEMENT LINE
ZONE LINE
EXISTING WATER LINE
EXISTING SEWER LINE
BUILDING SETBACK LINE
SEWER MANHOLE
PERCOLATION TEST
HYDRANT
WATER SHUTOFF
DRILL HOLE
EX. IP / REBAR
MONUMENT
IRON PIN TO BE SET
SYMBOL DESCRIPTION
SILT FENCE
INVERTINV.
GALLONGAL.
SCHEDULESCHED.
SPOT ELEVATIONx10.00
WATER SERVICEW
SANITARY SERVICESS
HAY BALE BARRIERHB
WATER SHUTOFF
26-001539 ABCJOB NO.DRAWN BY:OFSHEET NO.
May 1, 2026
Prepared For:
Montville, Connecticut
90 Maple Avenue
of
Utility Plan & Profile
New Canaan Place, LLC
86
MATCH TO SHEET 6
MATCH TO SHEET 8
VERTICAL SCALE: 1"=4'
HORIZONTAL SCALE: 1"=40'
Scale: 1"=1000'
Location Map
90 Maple Avenue
Montville, Connecticut
MA
T
C
H
T
O
S
H
E
E
T
8
MA
T
C
H
T
O
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p p p p p p p p p p p p p p p p p p p p p p p p p p p p p p p p p p p p p p p
p
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50
50
50
50
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50
5050
5050
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50
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50
50
50
5
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50
50
50
7
1
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F
=
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8
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5
7
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5
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6
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5
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5
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5
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5
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8
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5
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5
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=
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4
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5
5
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=
1
9
4
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5
5
3
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=
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5
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0
5
2
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=
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5
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=
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7
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5
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5
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5
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5
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5
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5
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5
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5
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=
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6
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5
3
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6
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5
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6
.
5
3
4
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F
=
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4
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5
3
3
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F
=
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4
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5
3
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F
=
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4
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5
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=
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5
3
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F
=
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2
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5
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5
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5
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5
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5
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6
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5
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3
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F
=
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6
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5
2
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F
=
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7
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0
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F
=
1
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7
.
0
2
0
G
F
=
1
9
7
.
0
1
9
G
F
=
1
9
7
.
5
1
8
G
F
=
1
9
7
.
5
1
7
G
F
=
1
9
7
.
5
1
6
G
F
=
1
9
8
.
5
1
5
G
F
=
1
9
8
.
5
1
4
G
F
=
1
9
8
.
5
1
3
G
F
=
1
9
6
.
5
1
2
G
F
=
1
9
6
.
5
1
1
G
F
=
1
9
6
.
5
1
0
G
F
=
1
9
4
.
5
9
G
F
=
1
9
4
.
5
8
G
F
=
1
9
4
.
5
C
L
U
B
H
O
U
S
E
HP
LP
192.0
192.0
191.0
191.0191.0191.0
195.5
196.5
197.5
HP
HP
19
2
19
4
1
9
6
19
6
196 196
194
19
8
196
194
19
0
188
186
192
192
194
190
178176
180 182
184
186
188
190
1
9
4
19
2
19
6
19
6
19
4
192
192194
192
190
1
9
6
196
196
19
6
196
1961
9
6
202200198
200 198
200
198
19
6
19
8
19
8
194
19
4
19
6
196
19
6
196
196
1
9
6
198
19
8
194.0 194.5 195.0
197.0 197.0 197.0 198.0 198.0 198.0
Note
SMH 22
SMH 25
SMH 23
SMH 24 SMH 21
CB 233
CB 234CB 232
CB 226
CB 225
PROPOSED BLOWOFF
170
172
176
180
184
188
192
196
200
204
208
170
172
176
180
184
188
192
196
200
204
208
9+80 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+27
PROPOSED
SMH #21
TF=195.17
INV.=184.40
PROPOSED
SMH #22
TF=195.60
INV.=186.73
PROPOSED
SMH #23
TF=197.27
INV.=190.33
PROPOSED
SMH #24
TF=192.28
INV.=184.00
PROPOSE
D
2
0
8
L
F
8
"
S
A
N
I
T
A
R
Y
@
2
.
7
8
%
PROPOSED 322 LF
8
"
S
A
N
I
T
A
R
Y
@
1
.
1
0
%
PROPOSED 188 LF 8" SANIT
A
R
Y
@
0
.
8
5
%
PROPOSED 122 LF 1
5
"
C
H
D
P
@
1
.
0
%
18
"
M
I
N
.
12
"
M
I
N
.
PROPOSED
CB #234
TF=195.60
INV.=186.73
PROPOSED
CB #232
TF=196.44
INV.=193.37
PROPOSED
8" C900 WATER SERVICE
(TYP.)
PROPOSED 133 LF
15" CHDP @1.63%
Subject Parcel Information
OWNER: NEW CANAAN PLACE, LLC
PARCEL ADDRESS: 90 MAPLE AVE, MONTVILLE, CT, 06382
MAILING ADDRESS: 338 WESTPORT RD, WILTON, CT, 06897
MBL 017/015/000
DEED: VOLUME 709 PAGE 225
AREA: 878,407 SF = 20.17 AC
FLOOD ZONE: ZONE X PER FIRM MAP # 09011C0353G
EFFECTIVE DATE: 7/18/2011
Reference Map:
1."SITE LAYOUT PLAN, 90 MAPLE AVENUE, PREPARED FOR LINDO CONSTRUCTION, LLC, MONTVILLE, CONNECTICUT;"
SCALE: 1"=40', DATED: APRIL 6, 2020, BY: WENTWORTH CIVIL ENGINEERS LLC, WESLEY J. WENTWORTH, P.E. #20360
DATE REVISIONSNO.
CT. License No. 21231
Gregg T. Fedus P.E.
Office: (860) 536-7390 Fax: (860) 536-1644
Mailing Address: 70 Essex Street Mystic, Connecticut 06355
FEDUS ENGINEERINGCIVIL ENGINEERS LLC
P:
\
2
0
2
6
\
2
6
-
0
0
1
5
3
9
-
M
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N
T
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-
9
0
M
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C
-
F
U
L
L
S
E
T
.
D
W
G
DRAWING SCALE: 1"=40'0 20 40 80
UTILITY POLE W/ LIGHT
OVERHEAD WIRES
PROPERTY LINE
INDEX CONTOUR
STONEWALL
NOW OR FORMERLY
CONTOUR
FENCE LINE
WATER VALVE
TYPICAL
DRILL HOLE
POINT OF BEGINNING
Legend
PROPOSED
TEST PIT
SYMBOL
EXISTING
DESCRIPTION
ADJACENT PROPERTY LINE
CATCH BASIN
SPOT ELEVATION
MEAN HIGH WATER LINE
HIGH TIDE LINE
COASTAL JURISDICTIONAL
LINE
WETLANDS BOUNDARY/FLAG
MEAN LOW WATER LINE
UTILITY POLE
DRAINAGE MANHOLE
EASEMENT LINE
ZONE LINE
EXISTING WATER LINE
EXISTING SEWER LINE
BUILDING SETBACK LINE
SEWER MANHOLE
PERCOLATION TEST
HYDRANT
WATER SHUTOFF
DRILL HOLE
EX. IP / REBAR
MONUMENT
IRON PIN TO BE SET
SYMBOL DESCRIPTION
SILT FENCE
INVERTINV.
GALLONGAL.
SCHEDULESCHED.
SPOT ELEVATIONx10.00
WATER SERVICEW
SANITARY SERVICESS
HAY BALE BARRIERHB
WATER SHUTOFF
26-001539 ABCJOB NO.DRAWN BY:OFSHEET NO.
May 1, 2026
Prepared For:
Montville, Connecticut
90 Maple Avenue
of
Utility Plan & Profile
New Canaan Place, LLC
87
MATCH TO
S
H
E
E
T
7
MAT
C
H
T
O
S
H
E
E
T
6
Scale: 1"=1000'
Location Map
90 Maple Avenue
Montville, Connecticut
VERTICAL SCALE: 1"=4'
HORIZONTAL SCALE: 1"=40'
X
pppp
p
p
p
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p
p
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p
p
p
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p
p
p
p
50
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
pp
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
p
50
50 50 50
50
50
50
50
50
5
0
5
0
50
50
50
50 50
50
50
5
0
5
0
5
0
5
0
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
5
0
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
5
0
50
50
SF
SF
SF
SF
SF
SF
SFSF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF SF SF
SF
SF
S
F
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF
SF
SF
SF
SF
SF
S
F
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SEDIMEN
T
A
T
I
O
N
T
R
A
P
134cy/ac
.
x
0
.
5
a
c
.
REQUIRE
D
S
T
O
R
A
G
E
PROPOSED
ANTI-TRACKING PAD
(TYP.)
1
GF=136.5
2
GF=138.5
3
GF=140.5
4
GF=146.5
5
GF=148.5
6
GF=150.5
7
GF=152.5
87
GF=142.5
86
GF=144.5
85
GF=146.5
84
GF=150.5
83
GF=152.5
82
GF=154.5
81
GF=176.5
80
GF=177.5
79
GF=178.5
78
GF=180.5
77
GF=181.7
76
GF=181.7
75
GF=182.0
74
GF=183.0
73
GF=183.0
72
GF=183.0
71
GF=188.5
70
GF=187.5
69
GF=186.5
68
GF=185.7
67
GF=185.7
66
GF=185.7
65
GF=183.5
64
GF=183.5
63
GF=183.0
62
GF=183.0
61
GF=181.5
60
GF=181.5
59
GF=180.5
58
GF=180.5
57
GF=178.5
56
GF=180.5
55
GF=184.5
54
GF=194.5
53
GF=195.0
52
GF=195.5
51
GF=197.5
50
GF=197.5
49
GF=197.5
48
GF=198.5
47
GF=198.5
46
GF=198.5
45
GF=197.5
44
GF=197.5
43
GF=197.5
42
GF=196.5
41
GF=196.5
40
GF=196.5
39
GF=196.5
38
GF=196.5
37
GF=196.5
36
GF=196.5
35
GF=196.5
34
GF=194.5
33
GF=194.5
32
GF=194.5
31
GF=195.5
30
GF=196.0
29
GF=196.5
28
GF=196.5
27
GF=196.5
26
GF=196.5
25
GF=196.5
24
GF=196.5
23
GF=196.5
22
GF=197.0
21
GF=197.0
20
GF=197.0
19
GF=197.5
18
GF=197.5
17
GF=197.5
16
GF=198.5
15
GF=198.5
14
GF=198.5
13
GF=196.5
12
GF=196.5
11
GF=196.5
10
GF=194.5
9
GF=194.5
8
GF=194.5
CLUB HOUSE
POOL
S44° 30' 00"W562.08'
S5°
3
0
'
0
0
"
W
995
.
0
0
'
497.03
'
N27° 2
3
'
0
6
"
E
440.16
'
28.74'
N89° 03' 20"E
42.14'
N56° 46' 23"E
94.58'
N56° 37' 32"E
57.22'
N41° 28' 18"E 117.52'
N40° 57' 40"E
109.61'
S20° 50' 33"E
34.56'
S
F
SF
SF
SF SF
PROPOSED
STOCKPILE AREA
(TYP.)
SF
SF
SF
SF
S
F
SF
SF
PROPOSED
STONE RELIEF DAM
(TYP.)PROPOSED
SEDIMENTATION TRAP #1
PROPOSED
SEDIMENTATION TRAP #3
11
6
11
4
11
2
110
11
0
11
2
11
4
S
F
SF
SF
SF SF
PROPOSED
WATER BAR
(TYP.)
19
2
194
1
9
6
196
194
192
16
8
PROPOSED
SEDIMENTATION TRAP #4
16
6
16
4
PROPOSED
SEDIMENTATION TRAP #1
PROPOSED
WATER BAR
Scale: 1"=1000'
Location Map
Subject Parcel Information
OWNER: NEW CANAAN PLACE, LLC
PARCEL ADDRESS: 90 MAPLE AVE, MONTVILLE, CT, 06382
MAILING ADDRESS: 338 WESTPORT RD, WILTON, CT, 06897
MBL 017/015/000
DEED: VOLUME 709 PAGE 225
AREA: 878,407 SF = 20.17 AC
FLOOD ZONE: ZONE X PER FIRM MAP # 09011C0353G
EFFECTIVE DATE: 7/18/2011
Reference Map:
1."SITE LAYOUT PLAN, 90 MAPLE AVENUE, PREPARED FOR LINDO CONSTRUCTION, LLC, MONTVILLE, CONNECTICUT;"
SCALE: 1"=40', DATED: APRIL 6, 2020, BY: WENTWORTH CIVIL ENGINEERS LLC, WESLEY J. WENTWORTH, P.E. #20360
DATE REVISIONSNO.
90 Maple Avenue
Montville, Connecticut
CT. License No. 21231
Gregg T. Fedus P.E.
Office: (860) 536-7390 Fax: (860) 536-1644
Mailing Address: 70 Essex Street Mystic, Connecticut 06355
FEDUS ENGINEERINGCIVIL ENGINEERS LLC
P:
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DRAWING SCALE: 1"=40'0 30 60 120
UTILITY POLE W/ LIGHT
OVERHEAD WIRES
PROPERTY LINE
INDEX CONTOUR
STONEWALL
NOW OR FORMERLY
CONTOUR
FENCE LINE
WATER VALVE
TYPICAL
DRILL HOLE
POINT OF BEGINNING
Legend
PROPOSED
TEST PIT
SYMBOL
EXISTING
DESCRIPTION
ADJACENT PROPERTY LINE
CATCH BASIN
SPOT ELEVATION
MEAN HIGH WATER LINE
HIGH TIDE LINE
COASTAL JURISDICTIONAL
LINE
WETLANDS BOUNDARY/FLAG
MEAN LOW WATER LINE
UTILITY POLE
DRAINAGE MANHOLE
EASEMENT LINE
ZONE LINE
EXISTING WATER LINE
EXISTING SEWER LINE
BUILDING SETBACK LINE
SEWER MANHOLE
PERCOLATION TEST
HYDRANT
WATER SHUTOFF
DRILL HOLE
EX. IP / REBAR
MONUMENT
IRON PIN TO BE SET
SYMBOL DESCRIPTION
SILT FENCE
INVERTINV.
GALLONGAL.
SCHEDULESCHED.
SPOT ELEVATIONx10.00
WATER SERVICEW
SANITARY SERVICESS
HAY BALE BARRIERHB
WATER SHUTOFF
26-001539 ABCJOB NO.DRAWN BY:OFSHEET NO.
May 1, 2026
Prepared For:
Montville, Connecticut
90 Maple Avenue
of
Erosion & Sediment Control Plan
New Canaan Place, LLC
88
2
3
.
3
'
MA
P
L
E
A
V
E
N
U
E
SEDIMENTATION TRAP CALCULATIONS
SEDIMENTATION TRAP #1
REQUIRED STORAGE: 134 CY/AC x 0.5 AC = 67 CY OF STORAGE REQUIRED
STORAGE PROVIDED:
1,700 SF x 1.1' DEEP = 70 CY PROVIDED
SET BOTTOM OF TRAP AT ELEVATION 109.7
ALLOW FOR SEDIMENT ACCUMULATION 0.5+
STORAGE VOLUME PROVIDED: +1.1
SET BOTTOM OF STONE RELIEF DAM AT ELEVATION 111.3
SEDIMENTATION TRAP #2
REQUIRED STORAGE: 134 CY/AC x 3.0 AC = 402 CY OF STORAGE REQUIRED
STORAGE PROVIDED:
6,875 SF x 3.0' DEEP = 542 CY PROVIDED
SET BOTTOM OF TRAP AT ELEVATION 163.0
ALLOW FOR SEDIMENT ACCUMULATION 0.5+
STORAGE VOLUME PROVIDED: +2.0
SET BOTTOM OF STONE RELIEF DAM AT ELEVATION 164.5
SEDIMENTATION TRAP #3
REQUIRED STORAGE: 134 CY/AC x 2.0 AC = 268 CY OF STORAGE REQUIRED
STORAGE PROVIDED:
5,966 SF x 2.0' DEEP = 442 CY PROVIDED
SET BOTTOM OF TRAP AT ELEVATION 189.5
ALLOW FOR SEDIMENT ACCUMULATION 0.5+
STORAGE VOLUME PROVIDED: +1.5
SET BOTTOM OF STONE RELIEF DAM AT ELEVATION 190.5
SEDIMENTATION TRAP #4
REQUIRED STORAGE: 134 CY/AC x 1.5 AC = 201 CY OF STORAGE REQUIRED
STORAGE PROVIDED:
1,568 SF x 2.0' DEEP = 116 CY PROVIDED
SET BOTTOM OF TRAP AT ELEVATION 191.5
ALLOW FOR SEDIMENT ACCUMULATION 0.5+
STORAGE VOLUME PROVIDED: +1.5
SET BOTTOM OF STONE RELIEF DAM AT ELEVATION 190.5