HomeMy WebLinkAboutpg. 03 C200 Site Development PlanSTORM CHART
STR. NO.
TYPE
T.C. RIM
INVERT
DIRECTION
170
CONCRETE END SECTION*
906.00
S
171
CURB INLET w /MH
912.80
908.65
N,E
172
CURB INLET
912.80
908.80
W
173
CONCRETE END SECTION*
906.00
SE
174
CURB INLET w /MH
913.30
905.88
NW,SE
175
YARD INLET
913.30
905.79
NW SE
180
CONCRETE END SECTION*
906.00
S
181
CURB INLET w /MH
912.50
908.31
NE,SW
182
CURB INLET
912.50
909.48
NE,SW
183
YARD INLET
912.00
909.45
NE
184
CONCRETE END SECTION
906.00
NW
185
CURB INLET w /MH
912.20
906.15
NW
186
CURB INLET w /MH
912.20
906.21
NW,SE
187
YARD INLET
910.00
906.77
SE,W,S
188
DBL. CURB INLET
913.80
908.53
SW,E
189
DBL. CURB INLET
913.80
908.68
NE
190
YARD INLET
911.70
909.27
NE
191
CURB INLET
912.00
908.30
N,S
192
CURB INLET w /MH
912.00
908.60
N
193
CURB INLET w /MH
913.30
908.52
N,S
194
DBL. CURB INLET
913.30
908.61
N,S
195
YARD INLET
912.00
909.06
W,S
196
CURB INLET w /MH
914.40
910.88
NW,E
197
CURB INLET
914.40
911.03
SE
1 -800- 382 -5544
CALL TOLL FRET
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
EX. SWALE
.00
"HOLEY MOLEY"
SAYS:
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crA
a
0
Nc
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w
0
0
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CAUTION
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.
36 L.F. 18" R.C.P. TEMP. TURNAROUND
0 0:407
188
STONE
TOB =813.3
3 3
-11 812.61
40'
EMERGENCY OVERFLOW CROSS- SECTION
POND #6
SCALE: 1"= 50' HOR.
1 5' VERT.
914.73
130.44
106
916.0
107
0
915.6
133.63'
914.5
108 c 'j
0
915.0 s.
N
125 0
915.5
1 B.L. 66'
DRIVE
1+00
915.031
109.29'
20' D. &U.E.
126
0
915.7
C.A. #24
VAR. D.U. &S.S.E.
TWIN LAKES 'DRIVE 1.12%
0 +50 1 +00 1 +50
1914.07
913.51
20' D. &U.E.
113.25''
59:10'
15' D.E.
26.43 52.33'
52.16'
19.49'
915.01
AR
•&S.E
914.63
89.36'
1915.30
1915.30
0.60%
2 +50
1914.86
914.56
913.8
913.5
GR. CHG.
1 +90.67
1913.05
2 +40.51
0.62%
3 +00 30 L.F. 12" R.C.P. P
.27
0.60%
4 +06.03
45 22'
44.84
1915.0
25' S.L. 79'
135
915.5
136
914.5
1.0
90.00'
137
913.7
15' D.U. &S.E.
90.00'
°90.00'
122
915.0
90.00'
912.9
87.94'
912.0
1913.51
90.00'
15' D.E.
121
914.5
20' D.U. &S.S.E.
90.00'
912.3
138
913.6
1913.4
24.75
47.01'
120
914.5
913.51
38.32'
4 5.53'
912.8
21.02'
134
914.0
119
915.0
8p'
914.26
913.65
1913.36
0 ;60% P 30 L.F. 21" R.C.P. 0.71%
5 +00 5 13.96 0 0.30% 5 +60.65 6+00
913.581 97 z
115
915.5
140
914.9
C.A. #25
VAR. D.U. &S. E.
913
912
911
-910
9908 909
07
2' 8.1_ 23'
142
914.7
143
914.2
911.5
110
915.6
125.77'
20' D. &U.E.
25' B.L.
93
112
915.0
p 90.00'
20' D. &U.E.
113
914.5
90.00'
44.68'
114
0 914.8
J
0
912.2
115.91'
440 J 21"7"6"'"' SLOPE
P. 0 .40 %e °O
i
SLOPE
NOTE:
ALL OFF -SITE DRAIN TILES SHALL BE TIED INTO THE
PROPOSED STORM SYSTEM OF THIS SECTION (WHERE APPLICABLE)
ALL PADS SHOULD BE TESTED TO ASSURE
A COMPACTION OF AT LEAST 95% OF THE
MAXIMUM DRY DENSITY USING THE STANDARD
PROCTOR TEST METHOD.
NOTE: SIDEWALK AND /OR ASPHALT PATHS
ADJACENT TO COMMON AREA TO BE
INSTALLED BY CONTRACTOR.
BENCHMARKS:
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
TABLET, STAMPED "LEE 2 AZI 1989 N.A.V.D.
R.R.S. #2
S 8c A
ELEV.= 917.518
R.R.S. #1 (S&A) SET W. SIDE OF PWR POLE ON THE
E. SIDE OF TOWNE ROAD APPROX. 600'± S. OF 141ST STREET
POLE #198293
ELEV.= 912.91
SET S. SIDE OF PWR POLE, 4TH POLE WEST
OF TOWNE ROAD ON N. SIDE OF 141ST STREET
POLE #198293
ELEV= 913.80
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fl
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w
0
0
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0
0
12" R.C.P.
12 "r R.C.P.
0
1848.01
84
<000
52
911.7
r
ROLL CURB
o
LEGEND
DENOTES 4" SUBSURFACE DRAIN TO LOT
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
PROPOSED 5' SIDEWALK
(BY HOME BUILDER)
LOT NUMBER
PAD ELEVATION
ALL PADS 66' DEEP
WITH WIDTHS AS LABELED
DENOTES 6" SUBSURFACE DRAIN
LAKE
N.P.-
2 YEAR ELEV.=
10 YEAR ELEV.=
100: YEAR ELEV.=
BOTTOM ELEV.
#4A
SCALE:
NUIn11/ sIDEPp
J �O
c No. s
19358
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NDIAN
;1/4%0 N...A-L....e•‘%%%%
50'
m
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SHEET NO.
JOB No.41760S4
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w
0
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W
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C200