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12 PRECAST CONCRETE
C801 END SECTION
8 BEEHIVE INLET
C801 I I
STORY S7RUC1URE Na i i �-_ ; - --- - - - - - -- - - - - - -- -- - - - - -- 5
(te) 13
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ST SEMER 9
14
ORY 1
17 ST M MANlIIOLE i ; EM IT DETAIL C802
L 14 13 _ _ __ �_ _ 1 I L_
STORK SEWER LEGEND
BLOCK "B
696 /
� ' FUTURE SECTION
FUTURE SECIl ° I� � �_� 662 K MOFFITT F . V �., BROOKS LANDING
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SECTION 011 '' -, SECTION TWO
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'FUTURE SEC11ON
i I,, i BROOKS LANDING
III I SECTION THREE
H FUTURE SECI1ON
CHAPMA N' S CLAIM
I I� ►
SECTION ONE
760
F
755
EXIST GRADE
TC- 751.00 -
EXISTING
TC- 74&45
GRADE
TC- 749.17
- _ , -
- - - -
/-NEW
.'
TC- 741145
750
'
/
24' RCP I
TC- 744.09(E)
33' RCP
NV- 743.63 -
E
I
I
GRANULAR
BACKFlLL
745
,/
21' RCP
TC- 744.09(W)
JIN744.33(SEdcNE)
INV- 744.95 36" RCP
INV- 743.63
7�
INV- 744.13(SW)
D
735
730
725
720
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750.91 LP11J 1. %XAPWG
NEW GRADE TC- 750.27
678
38
8 1 9 1 10
37 �
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18 r`
i
17
r
STORM SEWER PLAN
EXIST. GRADE
TC- 750.00 NEW GRADE
_ - _ - - - -- ------ - - - - -- - -__ TC- 749.50 TC- 749.20 -
TC- 749.50
" GRANULAR BACK IL_ RCP
TC- 7445.04(SW) �-TC- 7445.04(NE) 27" RCP
TC- 744.47(NE)
11 1 12 1 13 1 14 I 15
SCALE: 1 "= 50'
TC- 750.70 EXIST. GRADE
TC- 750.70 TC- 751.00
NEW GRADE
EXIST. GRADE - - - - - - , , -
______________ ------
IZA GRANULAR BACKALL
33' RCP
_TC- 744.44(SW)
I NV- 745.81 INV- 746.00(NW) INV- 745.80 _
CONC. CRADDLE
INV 745.69(NW&W) INV - 745.04(SE) INV- 745.59(SE) INV 745.08(SE) g' PVC
I INV- 744.21
INV- 745.18(N&SE)
INV- 744.90(S) I NV- V743.2t
I INV- 746.70
INV- 745.88(NW&SE)
INV- 745.78(NW &SE)
63' of 18' RCP 57' of 15' RCP
67' of 15' RCP
00.45% 00.90% 154' of 21' RCP 0 0.36% 176' of 21' RCP 0 0.40% 164' of 15' RCP 0 0.50%
00.30% 30' of 12" RCP 30' of 12" RCP
30' of 15' RCP 26' of 18' RCP
02.07% 00.40% 00.70% 00.40%
0
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0) F-- 0) H 2 W c0 W 40 40 c0 1j tG j cc cD j tG W t0
2 G Z C Z C C Z C Z O Z C C Z C Z C G Z C Z p
�- Zm Z- z�' Z- Zm Zm Z= Zm Zm Z= Zm Zm Z� RE
w �g � �� �� �� K�§ ��1 Irk s IY i IY8 a IYt�
N m Cn N N N m N N m N N m
STORM SEWER PROFILE SCALE: HORZ.: VERT.: 1 -5
IL a 13 14 15
760
755
750
745
GENERAL NOTES:
1. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
CONSTRUCTION BEGINS.
2. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
O.S.H.A. STANDARDS FOR WORKER SAFETY.
4 CONTRACTOR SHALL MINIMIZE DAMAGE TO
EXISTING TREES.
HOLEY MOM SAYS
DON'T
D143
RUmn "
1- 800 -$82 -8644
CALL TOLL FREE
V8004284200
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.
BENCHMARK
TBM #1
USGS BENCHMARK
DISK STAMPED '95 REP" IN CONCRETE POST tt' ABOVE GROUND
AT THE NW CORNER OF 131st do RIVER ROAD.
ELEVATION = 751.46
Revisions
B.E.T. 8 -20-96 REVISED PER T.A.C. COMMENTS
740 �T� BY
THIS DRAW AND THE M4 DESKW AND CONCEPTS CONTANED
HERE)1 ARE TIE DMSK NTFIIECTUAL PROPERTY OF SO EOM
DMID G CORPORATION AND ARE NOT M BE USED OR REPRODM
IN *TOTE OR N PART, WNW THE „KITTEN CMMff OF SDOEW
DOGrfE> W OORPORAWC
735 01996, Schneider Engineering Corporation
� Sc�ineid�r
730 •
LJ
Co porabon
3020 North Post Road Engineering
725 Indianapolis, Indiana Surveying
46226 -0068 Landscape Architecture
--- 317 -898 -8282 GIS • US
317- 899 -8010 Fax Geology
A Partnered Entity with Bohlen, Meyer, Gibson & Associates, Incorporated
720
BDC /CARDINAL ASSOCIATES, LP.
ROOKS LANDING AT PRAIRIE VIEW, SECTION ONE
CARHEL, WDIANA
STORM PLAN & PROFILE
Date Project No. Drawn Approv.
07/31/96 1065.21 D.T.R.
Computer Ftles Sheet No.
,k \1 065 DWGS\21 \C603.DWG
AU- )W-. ,t 1065 \DWGS\21 \21 ORM (C 603
XRER � \1065\DWGS\21 \STORMI
AU.' 22BASE, 31BAASSEE