HomeMy WebLinkAbout041-99 SP VOWC Sec 3004 Sanitary Sewer.3M
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91.5
1 .5 1 4 1 D I b I I u 1 V I 1 U I -I 1 I I Z
WYE & LAT,
2+67
WYE do LAT
2+20
WYE do LAT.
0+84
SANITARY SEWER PLAN
6 y 7 CONNECTION TO MAIN SEWER
C802 1802 WYE do LATERAL CAPPING DETAIL
SANITARY MANHOLE No./-,-,,
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HOLEY MOLEY SAYS
�t DON'T
1.
TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
DIG
CONFORM TO APPLICABLE LOCA_ AND STATE STANDARDS.
BLIND"
2.
ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
X
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
1
3.
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD
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VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION
0
BEGINS.
'
4.
CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
5.
ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE
1-800-382--5544
NEAREST DOWNSTREAM MANHOLE. (MH)
CALL TOLL FREE
PER INDIANA STATE LAW IS -69-1991,
6.
WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE
IT IS AGAINST 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 COMMEN0NG 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
I
OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE
LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING
�—
LINE, UNLESS OTHERWISE NOTED.
1 PRECAST REINFORCED SANITARY SEWER f 5
C802 CONaZETE MANHOLE TRENCH DETAILC112
SANITARY SEWER LEGEND
SCALE: 1 "= 50'
1915
TBM #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. t100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION - 893.39
Revisions
1. BET, 04/09/99, REVISED PER TAC COMMENTS,
2. MG, 04/28/99, REVISED PER TAC COMMENTS.
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. - THIS DRAYAhG AND 1H A SIGN A CONCEPTSCONTAINED
HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY Of THE SCHNEIOER
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or CORPORATION AND ARE N07 TO BE USED OR REPRODUCED IN *0011 OR IN
GRANULAR i /� PART, WTHOUT THE YATTEN CONSENT OF THE SCHNEIDER CORPORATION.
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� BACKFILL• 1999, The Schneider Corporation
890 e"FVC
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72' OF 8" PVC 189' 0.45% 8"PVC &4meider
® 0.45% (FUTURE) 885
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0.45X TP VC" 73'
12726 Hamilton Crossing Blvd. Engineering
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SANITARY SEWER PROFILE
75 0.45X 8 PVC 280'
0.45%
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Existing
Ex sting Grade New Grade Granular Backfill
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8"PUC880 Carmel, Indiana Surveying
8"PVC v 46032 Landscape Architecture
317-574-3797 GIS o LIS
317-574-3799 Fax Geology
Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson do Assoc:.
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875BRENWICK DEVELOPMENT CO.
Village of WestClay
Section 3004
870 SANITARY SEWER PLAN
DateProject No. Drawn Approv.
865 03/19/99 1238.3004 BET, MG
Computer Files Sheet No.
itJ: \1238\3004\DWGS\C403.DWG
H O R Z .: 1 = 50' XREF: 3004BS.DWC, 10058SDWG ��
3
SCALE: VERT.: 1 = 5 XREF: 100BS DWG, t BS.DWG
� XREF: 1201BS.DWG, MID-D-BS.DWG
XREF: MID-BS-E.DWG
14 1 15 1