HomeMy WebLinkAboutC201 Site Development PlanSTR.
NAME
RIM
INV.
DIR.
100
END SECTION
911.46
S
100A
YARD INLET
913.5
911.18
N,S
101
YARD INLET
913.0
910.68
N,W
102
MANHOLE
915.2
910.31
W,S
103
CURB INLET
914.05
909.9
N,E,S
103A
CURB INLET
914.05
910.2
W
104
CURB INLET
914.3
909.8
N
105
CURB INLET
913.4
909.71
S
106
CURB INLET
913.4
909.36
N,W,SE
107
CURB INLET
913.4
909.23
NW,E
108
MANHOLE
913.5
908.97
W,SE
109
END SECTION
908.8
NW
110
914.4
11.2
W
111
CURB INLET
914.4
911.1
E,S
112
CURB INLET
914.2
910.9
113
CURB INLET
914.2
910.77
N,S
114
910 .35
N,E
115
YARD INLET
912.5
909.7
E,W
141
CURB INLET
916.7
913.4
SW
142
CURB INLET
916.7
913.1
NE,SW
143
MANHOLE
918.8
911.87 NE
143A
CURB INLET 918.6
915
NW,E
143B
CURB INLET 918.6
915.36
SE
144
914
9
911.87
E
145
9
915
910.68
W,N
146
CURB INLET
916.26
910.1
S
147
CURB INLET
916.6
909.79
SW,N
148
END SECTION
908.8
S
149
YARD INLET
912.0
909.92
E
150
CURB INLET
914.0
909.58
W,SE
151
CURB INLET
914.0
909.45
NW,E
152
MANHOLE
913.5
909.06
NE,W
153
END SECTION
908.8
SW
157
914. 0
908.18
NW,S
158
915.0
913.0
E
159
CURB INLET
918.66
912.4
E,W
160
CURB INLET
918.66
912.04
E,W
161
YARD INLET
915.5
9 91Lite 8.0
907.8
■1111.0111
N,S
914.0
170
907.6
SE
171
END SECTION
907.6
NE
173
MANHOLE
915.0
911.69
174
N
N,S
175
N
N,S
176
YARD INLET
915.5
910.61
N,S,E
177
YARD INLET
914.0
909.79
E,W,S
178
YARD INLET
914.0
90903
W,SE,N
179
CURB INLET
915.1
908.64
NW,S
180
CURB INLET
915.1
908.5
N,S,E
181
END SECTION
907.6
W
182
YARDINLET
915.3
912.5
S
183
YARDINLET
913.0
910.36
S
184
N
N,S
185
N
N,S
187
STORMINLET
915.13
911.02
N
188
N,S
N
189
N,S
N
191
STORMINLET
914.95
913.1
N
192
CURB INLET
916.36
913.06
SE
193
CURB INLET
916.36
912.7
NW
194
END SECTION
907.6
NW
201
END SECTION
907.6
NW
214
END SECTION
907.6
S
215
END SECTION
907.6
N
216
END SECTION
908.8
S
55.82'
31 r 30
920.6 920.6
54.88'
x„ [918.3j X x
0 0 o
917.3
10+43.32
21
917.8
107
917.4
918.901
5' R.D.E.
10' ASPHALT PATH
II II MI III
.P.= 907.60
2 Y AR ELEV.= 909.56
N 1 A 4
0 6 1 Q] BO] OM ELEV.= 897.60
4
9.8
F,
30"
R.C.P.
202 L.F.
0.10%
ELEV.= 9
30" R.C.P.
0
121 L.F. 0.60%
30' R.D.E.
14'9161
24. 6 4 37
30' R.C)*
0 0 0
NOTE TO CONTRACTOR:
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION
TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS.
CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.
ALL PADS SHOULD BE TESTED TO ASSURE
A COMPACTION OF AT LEAST 95 PERCENT
OF THE MAXIMUM DRY DENSITY USING THE
STANDARD PROCTOR TEST METHOD.
47 L.F. 30' R. D. E.
0.32%
18 R.C.P.
a a
BENCHMAR
LEE 2 THE STATION IS LOCATED APPROX. 2.5 MILES NORTHEAST OF
ZIONSVILLE; AT THE INTERSECTION OF SHELBOURNE AND WEST
131ST STREET; IN THE SE 1/4 OF THE INTERSECTION; SET IN
TOP OF A CONCRETE POST, LEVEL WITH THE ROADWAY; A
DEPARTMENT OF NATURAL RESOURCES BRASS CONTROL STATION
°I' No 1
A N
19358
0 0 0
KS:
TABLET, STAMPED "LEE 2 AZI 1989". N.A.V.D.
1722,
ALL EXISTING OFF-SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
-■@!,114111FINEr
1848.01
Im.E.1
870
111•111111111111111110■11111•11
<000
100
874.1
DENOTES 4" SUBSURFACE DRAIN TO LOT
DENOTES 6" SUBSURFACE DRAIN
\N N--- ROLL CURB
"HOLEY MOLEY"
SAYS:
1-800-382-5544
CALL TOLL FREE
1 -800-428-5200
FOR CALLS OUTSIDE OF INDIANA
SCALE: 1"= 50'
CAUTION
-0 STATE OF i
NAL 0
LEGEND
EXISTING EDGE OF WOODS
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
MATCH EXISTING
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS
ALONG ALL COMMON AREAS)
LOT NUMBER
PAD ELEVATION
PAD SIZE: 45'X60 (LOTS 35-92)
35'X60' (LOTS 1-34, 93-108)
(UNLESS OTHERWISE NOTED)
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves,
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILIITIES
FOR WHICH THERE IS NO ABOVE GROUND
EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
OF SAID EXISTING UNDERGROUND UTILITIES
SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
CO
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C20
SHEET NO
JOB Na 4660051
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