HomeMy WebLinkAboutC402 Sanitary ewer Plan & Profile'--ST V
/Li: C801
Sheet
Detail
Number
Description
C801
6
Precast Reinforced Concrete Manhole
9
Sanitary Sewer Bedding Detail
C801
C801
10
11
Service Co_ nnection for Shallow Sewer
Wye Lateral Capping Detail
4
ALL SANITARY SEWER LATERALS TO HAVE
FULL DEPTH COMPACTED GRANULAR BACKFILL
FROM RIGHT OF WAY TO RIGHT OF WAY.
DATE:
7/02/04
PROJECT NO.:
1238.9004
DRAWN BY:
DCC
CHECKED NY:
SHEET TITLE:
SANITARY SEWER
PLAN PROFILE
DRAW :NG FILES:
N: \1238 \9004 VMS \C401- 402.DWG
XREF: 9004 BS.DWG
XREF: 9005- BS.DWG
XREF: 9007- BS.DWG
XREF: 9006- B- BS.DWG
XREF: NOR- BS.DWG
XREF: SANITARY.DWG
SHEET NO.:
02
i
4
915
910
905
900
895
890
885
880
875
104
WYE LAT. I
3 +53
105
WYE LAT.
2 +92
WYE LAT.
2 +06
FAIRMOUNT STREET
ter-
y
106
107
WYE LAT.
1 +09
1.00,
rR
AI Md�
�T S TREET
ii
1
1:
WYE LAT.
1 +69
134
SAN
115
WYE LAT.
1+48
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WYE LAT.
0 +50
116
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WYE LAT.
1
117
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27
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WYE LAT.
2 +98
WYE LAT.
2 +26
107
WYE LAT.
1 +09
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418
111
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WYE LAT.
2 +14
3 OS
WYE LAT.
2 +93
115
WYE LAT.
1+48
ILI I ID
Existing Grade
New Grade
Granular Backfill
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND"
"IT'S THE LAW"
CALL 2 WORKING DA `(S BEFORE Y DIG
1 -800- 382 -5544
CALL 101T_ 474.1.
F' P 'NT_TAN4, 7 '_AW IS 69 1991.
1 117 ACA NST HE I Av/ T A >4
WITHON 1 NOTIFYING YING 1 H4 UNDERGROUND
iGCATIC"1 SEP ,'ICE 1 ANC (2) WORKING
DAYS BEECH r COMMENCING 4'077.
OTA THL C' 0( CAPMEL u 11EITY
Dr PAR I MENT AT 517) 51 2648 FOR
FIE LD LOCATIONS OF CITY WATER MAINS
TO
TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A.
STANDARDS FOR WORKER SAFE
IT SHt'OL BE THE CONTRACTORS RFSPCNSI0LI Y 10 FIELD
VERIFY" ALL UTILITY LOCATIONS BEFORE CONSTR'LCTION
BEGINS.
CON-RAC ORS SHALL MINIMIZE DAMAGE_ TO EXISTING TREES.
A' I WYE, ATERAL AND PRO ILE S A LIONS ARE FROM IRE
NEAR ST DOWNSTREAM MANHOLE. (MB)
6. WYES AND LATERALS TO BE 6" 0PE UNLESS OTHERWISE
SPEC F
ALL WYE CONNECTIONS SHALT HA' ,/6 MINIMUM OF FIVE (5)
vOT A >ELAI EXTENSION 4 0H7111.T40 10 THE WYE, OR
EX BEND TO THE U IILITY AHD DRAINAGE EASEMENT O= THE
LOT, WHICHEVER IS GREATER, BUT 17 NO CASE SHOULD THE
E114 OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TC
T'HE BUT DING FINE, UNEESS NC TED OTHE7',1 THE END OF
THE LATERAL SHALL BE PLUGGED 07 CAPPED, UNLESS
01HERV'4S \944:
8. LATERALS RUNNING TO THE OPPO&',TE S DE OF THE STREET
SHALL EXTEND TO SHE H361Y AND DRAINAGE EASEMENT
OF THE LOT, BUT IN NO CASE SHOULD THE END OF TBE
LATERALS BE CLOSER THAN FIVE (5) 'FEET TO THE BUILDING
LINE, UNLESS OTHER'W S'E NOTED.
b 1
IBM #44
USCS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. +100'
ARM ENTRANCE.
ELEVATION 893.39
g "PVC
SCALE: 1"=50'
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7)
2-
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CO
CliD
ID
0
A
HORZ.: 1 =50'
SCALE:
VERT.: 1" 5
cCUTH OF CLARIDGE
915
910
905
900
895
890
885
880
875
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0000075
STa.T OF
r\
NA
11!11fliiiil„„,
/3.1,
DATE: 7/02/04
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXC US E
INTELLECTUAL PROPERTY 01 THE SCHNE I E.R
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATON.
COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
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0
z
SECTION 9004
CARMEL, INDIANA