HomeMy WebLinkAbout04090014 Townhomes at Guilford, Construction Plans pg. 19I
PP V, LLC
9551 Delegate's Row, Indianapolis, Indiana 46240
She
Detail
Number
Description
P
C802
1
F
1
C802
2
Sanitary Sewer Bedding Detail
C802
DATE:
9/3/04
She
Detail
Number
Description
P
C802
1
Precast Reinforced Concrete Manhole
C802
2
Sanitary Sewer Bedding Detail
C802
6
Service Connection for Sewer
C802
5
Wye Lateral Capping Detail
.11.1
ALL SANITARY SEWER LATERALS TO
HAVE FULL DEPTH GRANULAR BACKF1LL
FROM RIGHT OF WAY TO RIGHT OF WAY.
DATE:
9/3/04
PROJECT NO.:
4831.002
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
SANITARY SEWER
PLAN PROFILE
DRAWING FILES:
N: \4K \4831 \002 \DWGS \C401- 403.DWG
XREF: 002 BS.DWG
XREF: 4831001 S.DWG
XREF: SANITARY.DWG
SHEET NO.:
C 03
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0501 i 0502 i 0503 1 0504 1 0505
WYE LAT. 1 WYE LAT. 1 WYE LAT. 1 WYE LAT. 1 WYE LAT.
3+77 3+70 3+46 3+22 2 +98
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BUDDING 13
1305 I 1304 I 1303 1 1302 1 1301
I I I I
0801 1 08(
WYE LAT. 1 WYE
2 +90 1 2-
0401 i 0402 i 0403 i 0404 i 0405
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2 +53 2 +29 2 +05 1+80 1 +56
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WYE LAT. 1 WYE LAT. 1 WYE T. 1 WYE LAT. 1 WYE LAT.
1 +12 0+88 0+64 0+39 0+15
WYE LAT. 1 WYE LAT. 1 WYE LAT. 1 WYE LAT.
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ITARY SEWER PROFILE
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Existing Grade
New Grade
Granular Backfill
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 -382 -5544
CALL TOLL FREE
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.
CONTACT THE CITY OF CARMEL UTILITY
DEPARTMENT AT (317) 571 -2648 FOR
FIELD LOCATIONS OF CITY WATER MAINS.
`L.JJ wcarraas
1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD
VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION
BEGINS.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE
NEAREST DOWNSTREAM MANHOLE. (MH)
6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE
SPECIFIED.
7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5)
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
LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING
LINE, UNLESS OTHERWISE NOTED.
IESIE LI�CC K.
BM CUT "SQUARE" ON THE SOUTHERNMOST LIGHTBASE ON THE INTEGRATED
SYSTEM'S PROPERTY (FORMERLY HEWLETT PACKARD) AND 300 FEET SOUTH
OF THE CENTER OF SECTION 35, TOWNSHIP 18 NORTH, RANGE 3 EAST AND
95 FEET WEST OF PENNSYLVANIA STREET.
ELEVATION 753.46 (NGVD 1929)
TBM 1 CUT "X” ON THE NORTH BONNET BOLT ON THE FIRE HYDRANT AT
THE NORTHEAST CORNER OF THE SUBJECT TRACT.
ELEVATION 843.93
TBM 2 A RAILROAD SPIKE SET 1 FOT UP ON THE WEST SIDE OF POWER
POLE #80 AT THE SOUTHEAST CORNER OF THE SUBJECT TRACT.
ELEVATION 846.21
SCALE: 1"=50'
HORZ.: 1 =50'
SCALE: 3
VERT.: 1 =5
860
855
850
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840
835
830
825
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No.
0000075
53 /0 STATE OF
,S /ONAL
DATE: 9/3/04
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
Schneider
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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