Conservation Commission Agenda (linked)

S 43°-09'-52" E            184.33'
S 19°-28'-26" E            444.89'
N 75°-00'-14" E             130.00'
N 20°-21'-38" W            580.87'
S 82°-59'-24" W            197.38'
100' Inland Wetland Upland Review Area
50" Oak
52" Buttonball
40" Maple
36" Maple
18" Oak
46" Ash
36" Ash
15" Cherry
22" Apple
24" Maple
8" Ash
12"
8" PVC San.
8" PVC San.
San. MH
T.F. 144.58
Type "C" Catch Basin
T.F. 146.24
Type "C" Catch Basin
T.F. 146.45
12" DI W
12" DI W
WF 11
WF 12
WF 13
WF 14
WF 15
WF 16
WF 17
WF 18
WF 19
WF 29
WF 28
WF 27
WF 26
WF 25
WF 24
WF 23
WF 21
WF 20
WF 30
WF 32
WF 31
WF 33
WF 34
WF 35
WF 36
WF 37
WF 38
WF 39
WF 1 WF 2
WF 3
WF 4
WF 6
WF 7
WF 8
WF 9
WF10
WF 5
C.L.&P.
6676
46" Pine
15" Cedar
18" Cedar
36" Pine
18" Spruce
12" Spruce
WV
140
142
142
138
136
136
146
144
142
138
140
148
148
146
144
142
136
136
WF 22
142
    141
Bit.
Bituminous Concrete Sidewalk
    140.8
+142.2
+
142
    142
    143
x 138.4
x 139.3
x 141.1
x 138.7
x 140.9
x 138.8
x 139.7
x 138.9
x 139.4
x 139.2
x 141.2
x 140.6
x 142.5
x 143.3
x 139.0
x 140.8
x 139.6
x 138.9
x 139.2
x 141.2
x 141.2
x 138.8
#27
#35
#39
F.F. EL. 142.17
140
138
144
140
C.L.&P.
7615
FM
C/E
WFP
FM
C/E
WFP
TP 1
TP 1
TP 3
TP 2
    139.7+
+140.9
    140
+141.8
    140.6+
    141.1+
+142.6
    141
Well
WF 5A
WF 6A
WF 4A
WF 1A
WF 11A
WF 10A
WF 9A
WF 8A
WF 7A
    141
136
142
33 KENYON ROAD
CONGREGATION BETH-EL, INC.
OF
LAND
WATERFORD, CONNECTICUT
6
5
4
3
B
C
D
E
F
G
A
1
2
H
REVISIONS
DATE
DESCRIPTION
NO.
Civil Engineers & Land Surveyors, P.C.
Telephone: (203) 245-0722
60 Wall Street
Madison, Connecticut  06443-0708
P.O. Box 708
Summer Hill
C2.1
MJO
LJM
1"=40'
7-1-23
23-20
-
GENERAL PLAN
REVISIONS:
TITLE:
PREPARED BY:
SEAL:
SHEET NO.:
DATE:
SCALE:
DESIGNED:
CHECKED:
PROJECT NO.:
FIELD BOOK:
SHEET:
PROJECT:
GRAPHIC SCALE
(IN FEET)
40
0
40
80
120
20
30
10
KENYON ROAD
N/F
TOWN OF WATERFORD
84-8659
N/F
ANDREA J. PAGE
92-3712
N/F
STEVEN P. DAVID
64-8669
N/F
KEITH T. STEAMER
92-3716
CONGREGATION BETH-EL
GEOTEXTILE SILT FENCE SEDIMENT CONTROL BARRIER AND LIMIT OF DISTURBANCE, TYP.
SEE DETAIL SHEET C3.3
GSF
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL SHEET C3.3
CE
STORMWATER WETLAND
BOTTOM EL. 137.0
TOP BERM EL. 139.5
SEE NOTE 3 THIS SHEET
SEE TYPICAL SECTION SHEET C3.2
PARKING AREA LIGHTING, TYP. 3 PLACES
SEE SHEET EP-1
CONCRETE SIDEWALK
SEE DETAIL SHEET C3.2
RESERVED PARKING AREA SIGN, TYP. 2 PLACES
SEE DETAIL SHEET C3.2
BITUMINOUS CONCRETE CURBING
SEE DETAIL SHEET C3.2
LIGHT BOLLARD, TYP. 9 PLACES
SEE SHEET EP-1
SANITARY FORCE MAIN CONNECTION MANHOLE
SEE DETAIL SHEET C3.1
WASTE AND RECYCLING RECEPTACLE AREA CONCRETE PAD
SEE DETAIL SHEET C3.2
8-28-23
TOWN STAFF REVIEW COMMENTS
1
BITUMINOUS CONCRETE DRIVEWAY APRON
SEE DETAIL SHEET C3.1
PERMANENT INLAND WETLAND IMPACT AREA 1
200 SF
1. SEE SHEETS SU-1 AND SU-2 FOR BUILDING UTILITY SERVICES
INFORMATION.
2. SEE SHEET SP.1 FOR LANDSCAPE INFORMATION.
3. UPON COMPLETION OF THE FORMATION OF THE STORMWATE
WETLAND BOTTOM SUBGRADE:
INSTALL A TEMPORARY DIVERSION BERM TO DIRECT SURFACE
AROUND THE STORMWATER WETLAND AND PREVENT SURFACE
FROM ENTERING THE STORMWATER WETLAND.
INSTALL A TEMPORARY BARRIER TO PREVENT CONSTRUCTION
VEHICLES AND EQUIPMENT FROM ENTERING THE STORMWATE
WETLAND.
THE TEMPORARY DIVERSION BERM SHALL REMAIN IN PLACE U
DISTURBED AREAS ON THE SITE HAVE BEEN STABILIZED.
THE TEMPORARY BARRIER TO VEHICLES AND EQUIPMENT SHA
REMAIN IN PLACE UNTIL ALL CONSTRUCTION ACTIVITIES IN TH
VICINITY OF THE STORMWATER WETLAND ARE COMPLETE.
NOTES:
9-15-23
TOWN STAFF REVIEW COMMENTS
2
PRECAST CONCRETE WHEEL STOP, TYP.
SEE DETAIL SHEET 
C3.2
12-15-23
PARKING, STORMWATER WETLAND
3
BEGIN TIMBER POST AND RAIL FENCE
END TIMBER POST AND RAIL FENCE
PERMANENT INLAND WETLAND IMPACT AREA 2
470 SF
ABANDON WELL
INLAND WETLAND CREATION AREA = 1,700 SF
SEE SHEET SP.1
1-5-24
4
TOWN STAFF REVIEW COMMENTS
TEMPORARY TOPSOIL STOCKPILE  AREA, TYP.
NON-ENCROACHMENT BOUNDARY, TYP.
NON-ENCROACHMENT BOUNDARY, TYP.
NON-ENCROACHMENT BOUNDARY, TYP.
OVERFLOW PARKING AREA
1-22-24
5
TOWN STAFF REVIEW COMMENTS
INTERPERATIVE SIGN