HomeMy WebLinkAboutC601 Storm Sewer Plan760
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TC-_ 744.80
GRANULAR
BACKFIU_
INV- 742.00(W)
0 15' RCP(E)
INV- 1
RCP(N)
INV- 736.00
_r 20 of 12" RCP
0 2.00%
4
5
STR. No. 102
(PAVED AREA INLET)
STR. No. 103
(END SECTION)
18" GAS P PEUNE
TOP OF PIPE 740.5
ff)
1
INV- 734.29
6
153' of 15" HDPE 0 1.12%
a
LAKE 1 14
NORMAL POOL ELEV=740.00
STR. No. 101
(END SECTION)
TC- 744.80
INV- 736.00(N)
7
DOSING BUILDING
NEW MNNENANCE
BULOING
NEW GRADE
7
INV- 740.70(E)
J
8
eTh
(PAVED AREA INLET)
STR. No. 106
(BEEHIVE INLET)
EXISTING GRADE
1 /1_
202' of 15" RCP 0 0.31%
STR. No. 104
P
TC- 745.09
INV- 741.33(S)
STORM SEWER PLAN
IL
,a-
cp
0
1-
LL.1
9 10
12" RCP(E)
INV- 741.94
55' of 12" RCP
0 0.30%
STORM SEWER PROFILE
TC- 744.60
INV- 742.10(N)
STR. No. 105
(BEEHIVE INLET)
11
44
16
17
TC- 745.09
12" RCP(S)
INV- 741.94
15" RCP(W)
INV- 741.33
/37,7" RANuLA
BA6OLC
12
EXISTING GRADE
NEW GRADE
INV- 741.58(E)
13
175' of 12" RCP 0 0.30%
INV- 742.10(W)
14
15
HOLEY MOLEY SAYS
DON'T
DIG
BLIND
1-800-382-5544
CALL TOLL FREE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
PER INDIANA STATE LAW IS 69 1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
TC- 744.60
SCALE: 1"=50'
HORZ.: 1"=50'
SCALE: VERT.: 1"=5'
760
755
750
745
740
735
730
725
720
GENERAL NOTES:
1. ALL CUTS ARE TAKEN FROM THE DOSING GRADE
TO THE PIPE INVERT.
2. ALL STATIONING IS TAKEN FROM THE NEAREST
DOWNSTREAM STRUCTURE.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
CONSTRUCTION BEGINS.
4. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPUCABLE
LOCAL AND STATE STANDARDS.
5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPUANCE WITH APPUCABLE
0.S.H.A. STANDARDS FOR WORKER SAFETY.
6. CONTRACTOR SHALL MINIMIZE DAMAGE TO
EXISTING TREES.
BENCH MARK
T.B.M. U.S.G.S. DISC IN CONCRETE POST 54'
WEST OF CENTERLINE OF RIVER AVENUE
AND 18' NORTH OF THE CENTERLINE OF
131st STREET STAMPED 95-RHP 1951.
ELEV.- 751.46
T.B.M. 1 CUT "0" SET NORTH RIM OF HARRISON
MONUMENT CO 126th STREET AND RIVER
AVE. (S.E. CORNER S.E.1/4 SEC. 27
Revisions
CERTIFIED BY
Date
6/7/96
Computer Files
1k. \904\DWGS\81\90481SM1
XREF-90481PL2
XREF-90452PL
XREF-90451PL
ELEV.- 747.05
No
STATE OF 4( 4
A i,
6
THIS DRAYANG AO THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY Of SCHNODER
ENGINEERING CORPORATION APO ARE NOT TO BE USED OR REPRODUCED
IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF SCHNODER
ENGINEERING CORPORATION.
1996, Schneider Engineering Corporation
r "0„ Schneider
Engineering
L „di Corporation
3020 North Post Road
Indianapolis, Indiana
46226-0068
317-898-8282
317-899-8010 Fax
A Partnered Entity with Bohlen, Meyer, Gibson Associates, incorporated
PULM CREEK DEVELOPMENT COMPANY Lie
PLUM CREEK COMMUNITY CENTER
HAMILTON COUNTY, INDIANA
STORM SEWER PLAN
Project No.
904.81
Drawn
DRP
Sheet No.
Engineering
Surveying
Landscape Architecture
GIS LIS
Geology
Approv.
C 6011.
M
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