Conservation Commission (linked)

Inv. 24" CPEP
93.34
Culvert End
83.90
Type "C-L" Catch Basin
T.F. 91.79
Type "C-L" Catch Basin
T.F. 93.90
Area Drain
T.F. 63.87
Type "C-L" Catch Basin
T.F. 96.73
Type "C-L" Catch Basin
T.F. 97.25
F.F. EL. 98.09
70
80
90
80
90
70
60
60
Area Drain
T.F. 69.20
Shed
Flag Pole
Sign
Type "C" Catch Basin
T.F. 97.52
Septic Tank
T.F. 96.62
Elec.
Handhole
Irrigation
Valve Box
Irrigation
Valve Box
Electric
Pedestal
Speaker
Bituminous Concrete Walk
Bituminous Concrete Walk
Septic Tank
T.F. 96.68
Pavillion
Spigot
Conc.
Vent
Vent
Athletic Field
Storage
Container
Bit.
Sign
Walk
Bit.
Walk
92
88
86
84
94
96
98
82
92
94
96
88
86
82
84
78
76
74
72
98
78
76
74
72
UPPER FLOOR EL. 99.0
LOWER FLOOR EL. 87.0
+  98.5
+  86.8
98.5  +
86.8  +
+  86.5
86.5  +
+    86.9
+  97.3
+  97.3
97.7  +
+    98.7
+    99.0
+  97.7
+    98.0
+    98.7
86.9  +
+    86.9
PATIO
PAVILLION
ATHLETICS TEAM / FACILITIES BUILDING
+    87.0
WF 2X
WF 1X
WF 1
WF 2
WF 3
WF 4
WF 5
WF 3X
WF 4X
WF 5X
WF 6X
WF 7X
WF 8X
WF 9X
WF 10X
WF 11X
WF 12X
WF 13X
WF 14X
WF 15X
WF 16X
WF 17X
WF 18X
WF 19X
WF 20X
WF 21X
WF 28X
WF 29X
WF 30X
WF 31X
WF 32X
WF 33X
WF 34X
WF 35X
100' Inland Wetland Upland Review Area
Bituminous Concrete
68
66
62
64
58
x 96.5
x 96.4
x 95.8
x 95.0
x 95.1
x 95.0
x 95.7
x 93.3
x 97.5
x 80.7
x 80.5
x 79.2
x 78.7
x 79.5
x 79.2
x 88.8
98
96
94
92
90
88
86
84
98
88
90
92
94
96
Inv. 87.1
64
62
66
68
Building
WC/E
SAN. FM
58
Hatch
82
82
Leaching Field
Stone Drive
84
Inv. 15" CPE
MH
MH
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"=20'
4-1-24
23-43
-
ATHLETICS TEAM AND FACILITIES BUILD
GENERAL PLAN
REVISIONS:
TITLE:
PREPARED BY:
SEAL:
SHEET NO.:
DATE:
SCALE:
DESIGNED:
CHECKED:
PROJECT NO.:
FIELD BOOK:
SHEET:
PROJECT:
PERMIT DRAWINGS
GRAPHIC SCALE
(IN FEET)
20
0
20
40
60
10
15
5
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL SHEET C3.2
CE
GEOTEXTILE SILT FENCE SEDIMENT CONTROL BARRIER, TYP.
SEE DETAIL SHEET C3.2
GSF
SEDIMENT CONTROL AT DRAINAGE STRUCTURE
SEE DETAIL SHEET C3.2
SC
TYPE 'B' RIPRAP APRON
SEE DETAIL SHEET C3.1
STORM MANHOLE
T.F. 89.00
INV. IN (15") 86.1
INV. OUT (15") 84.33
CONVERT TO MANHOLE
WASTE AND RECYCLING RECEPTACLES CONCRETE PAD
SEE DETAIL SHEET C3.1
AREA LIGHT
SEE DETAIL SHEET C3.2
The Williams School
122 BLOOMINGDALE ROAD
ATHLETIC COMPLEX
WATERFORD, CONNECTICUT
STORMWATER BASIN
TOP BERM EL. 82.0
BOTTOM EL. 80.5
RESET STORM SEWER
GRADE TO DRAIN, TYP.
PRECAST CONCRETE DIFFUSER DISTRIBUTION BOX
SEE DETAIL SHEET C3.1
EROSION CONTROL BLANKET INSTALLATION LIMITS, TYP.
SEE DETAIL SHEET C3.2
ECB
PRECAST CONCRETE AREA DRAIN
T.F. 83.50
INV. 80.90
SEE DETAIL SHEET C3.1
40 L.F. - 6" PVC
TWO RAIL SPLIT RAIL FENCE
(2) 56 L.F. - 6" PVC
INLAND WETLAND NON-ENCROACHMENT BOUNDARY
LEGEND
INLAND WETLAND NON-ENCROACHMENT BOUNDARY
NOTES:
1. INLAND WETLAND BUFFER PLANTINGS SHALL BE A MIXTURE OF NATIV
SHRUBS AS RECOMMENDED BY THE PROJECT WETLAND SCIENTIST AN
APPROVED BY THE TOWN OF WATERFORD ENVIRONMENTAL PLANNER
2. INSTALL IDENTIFICATION PLAQUES APPROVED BY THE TOWN OF WAT
ENVIRONMENTAL PLANNER ALONG THE INLAND WETLAND
NON-ENCROACHMENT BOUNDARY.  SEE MARKER POST INSTALLATION
SHEET C3.2 DETAILS.
INLAND WETLAND BUFFER PLANTING ZONE
SEE NOTE 1
REMOVE PORTION OF STONE WALL
AS REQUIRED FOR DRIVEWAY CONSTRUCTION
5-1-24
TOWN STAFF REVIEW COMMENTS
1
LIMITS OF ENCROACHMENT WITHIN INLAND WETLAND NON-ENCROACHMENT BOUNDARY
AREA = 468 SF