HomeMy WebLinkAbout03 C200 Site Development PlanSTORM CHART
STR. NO.
TYPE
T.C. RIM
INVERT
DIRECTION
100
CONCRETE END SECTION*
914.40
SW
101
CONCRETE END SECTION
914.40
W
102
CURB INLET w /MH
919.38
914.51
W &E
103
CURB INLET w /MH
919.26
914.67
W &E
104
YARD INLET
918.00
915,45
E
105
YARD INLET
919.20
915.16
N
105A
CONCRETE END SECTION*
915.00
S.E.
106
DBL. CURB INLET
917.61
915.46
N &S
107
DBL. CURB INLET
917.61
915.52
S
108
CONCRETE END SECTION
914.40
N
109
CURB INLET w /MH
918.65
914.50
N &S
110
CURB INLET w /MH
918.65
914.56
N &S
111
CONCRETE END SECTION*
915.00
S
112
CONCRETE END SECTION
915.00
W
113
DBL. CURB INLET
919.10
915.56
E &NW
114
DBL. CURB INLET
919.10
915.66
SE &W
115
YARD INLET
918.20
916.03
E
116
CONCRETE END SECTION
915.00
NW
117
CURB INLET
919.70
915.81
SE &NW
118
CURB INLET w /MH
919.30
915.96
W &NE &SE
119
CONCRETE END SECTION
916.42
E
120
CURB INLET
919.30
916.09
SW
121
CONCRETE END SECTION
915.00
N
122
CURB INLET
919.50
915.68
NE &S
123
CURB INLET
919.50
915.78
SW &N
124
CONCRETE END SECTION
916.14
S
125
CONCRETE END SECTION
915.00
NE
126
MANHOLE
919.50
915.34
SW &E
127
MANHOLE
920.80
915.85
W &NE
128
CURB INLET w /MH
919,55
916.21
NE &SW &E
129
CURB INLET
919.95
916.38
N &SW
130
CONCRETE END SECTION
916.74
S
131
CURB INLET
919.55
916.31
W
132
CONCRETE END SECTION
915.00
NE
133
YARD INLET
919.00
915.21
SW &NW &E
134
YARD INLET
919.00
915.59
SE &N
135
MANHOLE
920.80
915.89
S &NE
136
CURB INLET
919.95
916.05
SW &N
137
CURB INLET w /MH
919.95
916.19
S &N &E
138
CONCRETE END SECTION*
916.74
S
139
CURB INLET
920.35
916.80
NW
140
CURB INLET
920.35
916.71
SE &W
141
DBL. CURB INLET
919.10
915.63
E &W
142
DBL. CURB INLET
919.10
915.69
SE &W
143
CURB INLET w /MH
919.95
916.19
S &N &E
142A
MANHOLE
919.70
915.78
NW &E
142B
CONCRETE END SECTION*
916.12
W
143
CONCRETE END SECTION
915.00
E
144
CURB INLET
919.10
915.68
E &W
145
CURB INLET
919.10
915.77
E &W
1848.01
IM.E.1
870
100
874.1
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.
ALL EXISTING OFF -SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
D.U. &S.E.
D. &U.E.
L.M.A.E.
S.L.E.
D.E.
B.S.L.
N.R.
N.A.E.
P.A.E.
T.P.E.
R/W
C, A.
<000
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
ROLL CURB
PROPOSED 5' SIDEWALK (BY
(DEVELOPER SHALL INSTALL SIDEWALKS
LOT NUMBER
PAD ELEVATION
PAD SIZE: 60'X70'
(UNLESS OTHERWISE NOTED)
PROPOSED 6" UNDERDRAINS
DENOTES 4" SUBSURFACE DRAIN TO LOT
DENOTES 6" SUBSURFACE DRAIN
DRAINAGE, UTILITY SANITARY SEWER EASEMENT
DRAINAGE UTILITY SEWER EASEMENT
DRAINAGE UTILITY EASEMENT
LANDSCAPE, MAINTENANCE ACCESS EASEMENT
SIGN LANDSCAPE EASEMENT
DRAINAGE EASEMENT
BUILDING SETBACK LINE
NON RADIAL
NON ACCESS EASEMENT
PUBLIC ACCESS EASEMENT
TREE PRESERVATION EASEMENT
RIGHT OF WAY
COMMON AREA
BENCHMAR<S
S &A TBM #1
1.0'± UP FROM GROUND ON EAST
SIDE ELECTRIC POLE. PWP #74 -693
10TH POLE FROV1 TOWNE ROAD ON S. SIDE
OF 146TH STREET.
ELEV. 919.28
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.
"HOLEY MOLEY"
SAYS:
-800- 382 -5544
CALL TOLL FREE
1 800 428 -5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION
HOME BUILDER)
ALONG ALL COMMON AREAS)
*DENOTES END SECTIONS W /TRASH GAURDS
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.
SCALE: 1"= 60'
143.05'
15' D.U. &S.E.
152 L.F. 12" R.C.P. 0 0.30%
1. .1
15' D.U. &S.E
10
920.7
MFPG= 919.78
143.05'
9
921.2
MFPG= 919.78
140.00'
8
921.2 4
MFPG= 919.78
140.00'
7
920.9
MFPG= 919.78
6
920.2
MFPG= 919.78
15' D.U. &S.E
125 L.F. 12" R.C.P. 0 0. 0
920.9
4
921.1
MFPG= 919.78
919.6
0
0
140.00'
1919.81
61
921.3
MFPG =919.78
919.9
64
920.4
MFPG= 919.78
140.00'
15' D.U.&
140.00'
140.00'
920.6
919.4
3
921.6
MFPG =919.7
921.7
14
920.8
MFPG= 919.78
68.32'
94.00'
30' L.M.A.E. &D.E.
O O O
[918,51
15
920.5
MFPG =919.78
94.00'
917.8
1920.341
STREET B
13 +00
1920.231
1919.931
1919.611
R.C.P.
90.00'
20' D. &U.E
0.60%
15+00 15 +50
1919.911
1920.21
X920.21 X
15' D.U. &S.E
90.00'
1920.221
57
921.2
MFPG= 919.78
170 L.F. 18" R.C.P. 0 0.30%
9
POND #2
N.P.= 915.00
2 YEAR ELEV. 915.86
10 YEAR ELEV.= 916.60
100 YEAR ELEV.= 917.78
BOTTOM ELEV.= 900.00
90.00'
1920.71
1 6c�3.31
15' D.U. &S.E
55
921.2 N
MFPG= 919.78
70.00'
20' D. &U.E
25' B.L.
15' D.U, &S.E
833
920.8
54.57'
15' D. E
54.87'
1919.31
53
921.4
MFPG 919.78
140.00'
15' D.U. &S.E
43
920.3
MFPG= 919.78
5 .321791
20' D. &U.E
60
920.7
MFPG =919.78
95.74'
919.75
919.63
90.00
15' D.E.
35
920.3
MFPG= 919.78
25' B.L.
90.00'
1919.
16 +98.79
1920.511
0.60%
20' D.U.&S.S.E.
38
920.2
MFPG= 919.78
P.
16.43
30' B -B
20' D.U. &S S
39
920.2
MFPG= 919.78
25' B L.
25' B.L.
20' D.U. &S.S.E.
94.00'
1919.01
94.00'
/5 E 9 C 4 00'
1918.851
P
35 8
0.60%
19 +50 19 +67.09 1
1920.201
1920.101
41
920.1
MFPG =919.78
49
921.8
MFPG =919.7
48
921.7
MFPG= 919.78
15' D.U. &S.E
140.00'
919.3
919.9
150 L.F. 18 R.C.P. 0 0.2.
15' D.U. &S.E
140.00'
1920.3r
45
920.3
MFPG =19.78
140.00'
920.3
1.5' &S.E
216 L.F. 15" .C.P. 0 0.31%
U. &S. S E.
42
920.3
MFPG= 919.78
1919.71
22
920.7
MFPG= 919.78
VAR. B.L.
VAR. D.U. &S.S,E
94.00'
1920.41
23
921.4
MFPG= 919.78
919.8
919.8
1921.011
H.P. 1:47
1 +8..90 2+
1921.331
20' D. &U.E
83.87'
1 0.00'
140.00'
24
921.6
MFPG= 919.78
84.24'
VAR. D.U. &S.S.E.
40.00'
28
919.9
MFPG= 919.78
112 L.F. 12" R. P. c' 0.30%
148.33'
115.00'
34
919.9
MFPG= 919.78
918.2
1
921.7
MFPG= 919.78
co
918.9
918.0
920.8
918.1
143.05' 918.
a a o r
30' L.M.A.E. &D.E.
12
919.9
MFPG 919.78
140.00'
15' D.U. &S,E
20' D. &U.E.
2' N.A.E.
3' STONE SHOULDER p,
A b
3' WIDENING_
92•
918 919
PROPOSED WETLAND AREA
10' ASPHALT PATH
139.90
140.00'
920.05
20' D. &U.E.
POND #1
N.P.= 914.40
2 YEAR ELEV.= 915.79
10 YEAR ELEV.= 916.54
100 YEAR ELEV. 917.64
BOTTOM ELEV. 899.40
94.00'
16
920.6
MFPG =919.78
25' B.L.
20' D.U. &S.S.E.
94.00'
94.00'
30' L.M.A.E. &D.E.
O O O
1919.01
17
921.0
MFPG= 919.78
94.00'
94.00'
18
921.0
MFPG =919.7
25' B.L.
20' D.U. &S.S.E.
94.00'
PROPOSED GASMAIN
17 +50
1920.121
88.39'
70.00
25' B.L.
51
921.5
MFPG= 919.78
1921.01
0.60%
H.P.
18 +?6.41 19 +00
1920.701
52
921.2
MFPG= 919.78
1920.11
15' D.E
1919.81 80.54'
163.41
NOTE: ROUTE LEGAL DRAIN
TILE AS SHOWN.
107.00'
1920.501
50
921.1
MFPG= 919.78
PROPOSED WETLAND AREA
20' D. &U.E.
2' N.A.E.
10' ASPHALT PATH
EMER
OVERFLO
3' STONE SHOULDER 605
WIDENING
Om;
1-0
J
O
o m
s o z
O O
0
Z
o..