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HOLEY MOLEY SAYS
cc DONT
1, TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
DIG
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
67
COW4ECT0 TO MAIN SEWER
BLIND"
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
C802 1802 WYE & LATERAL CAPPING DETAIL
STANDARDS FOR WORKER SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD
SANITARY MANHOLE No. 1D
BVERIFY EGINS ALL UTILITY LOCATIONS BEFORE CONSTRUCTION
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES,
1
PRECAST RFJWORCFD
SANITARY SEVER 5
"ITS THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE
C802
CONCRETE MANHOLE
TRENCH DETAIL C802
1-800-382-5544
NEAREST DOWNSTREAM MANHOLE. (MH)
SANITARY SEWER
LEGEND
CALL TOLL FREE
PER INDIANA STATE LAW IS -69-1991.
E. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE
T IS AGAINS- THE LAW TO EXCAVATE
SPECIFIED.
-
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
7, ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5)
DAYS BEFORE COMMENCING WORK,
FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR
EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE
LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE
END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO
THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF
THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS
OTHERWISE NOTED.
'
8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET
\
SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT
OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE
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LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING
LINE, UNLESS OTHERWISE NOTED.
CRESCENT
UNIVERSITY
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TBM #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
RD,
EAST SIDE HOOVER ±100SOUTH OF CLARIDGE
FARM ENTRANCE.
GRENVILLE STREET
ELEVATION — 893.39
i
Revisions
1. BET, 04/09/99, REVISED PER TAC COMMENTS.
2. MG, 04/28/99, REVISED PER TAC COMMENTS,
SANITARY
SEWER PLAN
SCALE: 1 "= 50'
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GRANULAR
BACKFILL
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GRANULAR
BACKFILL
GRANULAR
BACKFILL
CERTIFIED BY -.-
1 �s'
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890
1.00% 8„PVC
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0.45% $„PVC-
THIS DRAWNG AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
HPER
HEREIN ARE THE EXCLUZOE INTUIECTUA� PROPERTY OF THE S0#CDER
NOT TO BE REPRODUCED OR IN
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8„PV0
204' 0.45%
CORPORATION AND ARE USED OR IN *01
PART, WITHOUT THE WRITTEN CONSENT Or THE SCHNEIDER CORPORATION.
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1.$4q
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8 PvC885
1999, The Schneider Corporation
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The
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Schneider
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ton880 Gorpora
1276 Halniiton Crossing Blvd. Engineering
875
Carmel, Indiana Surveying
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7 5
46032 Landscape Architecture
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317-574-3797 GIS o LIS
317-574-3799 Fax Geology
870
Formerly Schneider Engineering Corp. ! Bohlen, Meyer, Gibson & Assoc,
870
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BRENWICK DEVELOPMENT CO.
3
-
Village of WestClay
Section 3004
865
865
_
_ _ _ _ _ .__
SANITARY SEWER PLAN
Date
Project No.
Drawn
Approv.
860
03/19/99
1 1238.3004
BET, MG
860
Computer Files
Sheet No.
SANITARY
SEWER PROFILE
TI-'��
- - - - ///i/ SCALE :
H 0 R Z .: 1"= 5 Q'
"
J; \1238\3004\DW1GS\C404.DWG
XREF: 1004BS.DWG, 1005BS.DWG
WG
XREF: 120 B IIID 9BS:�WG
, -' _
VERT.: 1 = 5'
Existing Grade New Grade Granular Bockflll
XREF: MID-BS-E.DwG
S-BS
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