HomeMy WebLinkAbout04 C201 Flood Routing Plan143.05'
15' D.U. &S.E.
152 L.F. 12" R.C.P. 0.30%
920.9
16 1
15' D.U. &S.E
10
920.7
MFPG= 919.78 c i
143.05'
1920.71
140.00'
8
921.2
MFPG=91 9.78
140.00'
7
920.9
MFPG= 919.78
140.00'
6
920.2
MFPG=91 9.78
15' D.U. &S.E
125 L.F. 12" R.C.P. 0 0: 0
1918.21
140.00'
15' D.U. &S.E"
919.6
140.00'
61
921.3
MFPG 919.78
64
920.4
MFPG=91 9.78
920
15' D.U. &S.E
919.4
5 .3 920.3
20' D. &U..E
60
920.7
MFPG=91 9.78
140.00'
140.00'
1921.51
139.90
140.00'
1
921.7
MFPG= 919.78
95.74'
1920.21
1918.81
14
920.8
MFPG=91 9.78
919.75
15
920.5
MFPG=91 9.78
94.00'
919.63
90.00'
35
920.3
MFPG=91 9.78
25' B.L.
1918.61
16
920.6
MFPG=91 9.78
25' B.L.
20' D.U. &S.S.E.
94.00'
90.00'
20' D. &U.E
25' B.L.
58
920.7
1920.21
1920.21
15' D.U. &S_E
90.00'
919.3 59. 1 1'
191 Y.5_]
90.00'
94.00'
1 919.0 1
17
921.0
MFPG=91 9.78
94.00'
18
921.0
MFPG=91 9.7
25' B.L.
20' D.U. &S.S.E.
94.00'
1920.341
1920.231
1919.931
1919.611
R.C.P.
0.60%
15 +00
1919.911
1920.221
90.00'
57
921.2
MFPG=91 9.78
1920.71
70.00'
20' D. &U.E
25' B.L.
N
56
921.5
MFPG=91 9.78
1921.01
15' D.U. &S.E
833"
920.8
MFPG=91 9.78
6 3.26
20' D.U. &S. S. E.
N /4./44
o H.P.
16 +1 8.79
1920.511
0.60%
38
920.2
MFPG=91 9.78
1920.121
94.00'
STREET
17 +50 18 +00
0.60%
20' D.U. &S.S.E. N
1920.701
H.P.
18+56.41 19 +00
1920.501
1919.01
21
9$1.0
MFPGa919 78
63.47' 30.69'
AR. B.L.
VAR. D.U. &S.S.E.
16.43
30' B -B
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
916
105A
MN 11E1 MR
1919.31
54.57'
53
921.4
MFPG=91 9.78
54.57'
1 1111111111N MON 94.00'
88.39'
70.00'
20" D_ &U.E
25' B.L.
0 1
51
921.5
MFPG=91 9.78
1921.01
1920.11
80.54'
107.00'
163.41
LP- 52
921.2
MFPG=91 9.78
20' D U. &.S, S:
39
920.2
MFPG=91 9.78
919.8
15 E 9 0.00'
X
40
920.1
MFPG=91 9.78
STREET G
w
35+88.1
36 50
1920.201
1920.101
41
920.1
MFPG= 919.78
49\
921.8
MFPG=91 9.7
48
921.7
MFPG=91 9.78
15' D.U. &S.E
140.00'
1919.71
22
920.7
MFPG=91 9.78
VAR. B.L.
VAR. D.U. &S.S.E
94.00'
1920.41
23
921.4
MFPG=91 9.78
919.9
.0
15' DU. &S.E
140.00
43
920.3
MFPG-- 919.78
42
920.3
MFPG=91 9.78
919.8
o �S Th�T E +So
0.
19 21 .011
1921.141
1921.331
83.87
20' D. &UE
143.80'
919.9
28
919.9
MFPG=91 9.78
150 L.F. 18 R.C.F. 0 0. 1'.
15' D.U. &S.E
919.8
140.00'
140.00'
920.3
15' D.U. &S.E
216 L.F. 15" .C.P. 0 0.31%
44
vy 2 3 In
MFPG "19.78
1920.21
1 0.00'
140.00`
31
919.9
MFPG=91 9.78
140.00'
919.9
N 24
921.6
MFPG=91 9.78
84.24'
92049
40.00'
P. c' 0.30%
140.00'
140.00'
L, 33
20.
MFP
919.9
34
919.9
MFPG=91 9.78
EMER
OVERFLO
1 0' ASPHALT PATH
STONE SHOULDER,
f 3' WIDENING
148.33'
115.00'
920.0
917.8
o i7/4I e�� M.A.E. &D.
EBMV 4,0;.1417-*•*'
918.1
1848.01
<000
D.U. &S.S.E.
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.
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: 60'X70'
(UNLESS OTHERWISE NOTED)
PROPOSED 6" UNDERDRAINS
100
874.1
DENOTES 4" SUBSURFACE DRAIN TO LOT
DENOTES 6" SUBSURFACE DRAIN
ROLL CURB
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
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
BEVCHMAR
S &A TBM #1
1.O'± UP FROM GROUND ON EAST
SIDE ELECTRIC POLE. PWP #74 -693
10TH POLE FROM 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:
1- 800 382- -5544
CALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
919.00 919.00
CAUTION
SECTION "B "B"
N.T.S.
30'
920.10 E 1 920.10
919.60
SECTION "C "C"
N.T.S.
FLOOD 100 YR. ELEV.
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'
30' L.M.A.E. &D. E.
12
919.9
MFPG= 919.78 N
-3' STONE SHOULDER zb
3' WIDENING
-921
920
918 919
916
PROPOSED WETLAND AREA
EX. 100' TAPER
918.2
93.78'
915
13
920.8
MFPG=91 9.78
141ST STREET
1.15'
94.00'
1LU.1
94.00'
917.7
N.P.= 914.40
2 YEAR ELEV.= 915.79
10 YEAR ELEV.= 916.54
100 YEAR ELEV. 917.64
BOTTOM ELEV. 899.40
10' ASPHALT PATH
100' TAPER 608
Qa6 17'
NOTE: ROUTE LEGAL DRAIN
TILE AS SHOWN.
PROPOSED WETLAND AREA
20' D. &U.E.
2 N.A.E.
141ST STREET
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No.
19358
STATE OF
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SHEET NO.
JOB NO.45370EQU