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WATER AND SEWER UNDER CITY STREETS
Bedding, Hounching, Initial Backfill
Bedding, hounching, initial backfill materials, placement and compaction for water mains,
water service laterals, sanitary mains and sanitary service laterals shall be in accordance
with the standard practice of the utility that has jurisdiction over the installation.
Final Backfill
Final backfill for water mains, water service laterals, sanitary mains and sanitary service
laterals under and within 5 —feet of pavement shall be B— Borrow for Structure Backfill
meeting the material requirements of the INDOT and shall be compacted in 6 —inch maximum
lifts to not less than 95% Standard Proctor Density for the entire depth of the material
placed. The backfill for the top 6— inches of the excavation below the start of the aggregate
subbase of the pavement shall be No. 53 Stone meeting the material requirements of the
__ INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the
standard practice of the utility that has jurisdiction over the installation has a more stringent
final backfill requirement, the more stringent requirement shall govern.
MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS
For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary
1
Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum
cover from the top of the installed pavement to the top of the installed pipe shall be the
pavement section practice of the utility that has jurisdiction over the installation has a more
w stringent cover requirement, the more stringent requirement shall govern.
BUCKEYE NOTE:
NO WORK WITHIN 25 FEET OF BUCKEYE'S PIPELINE,
INCLUDING DEMOLITION AND CONSTRUCTION
ACTIVITIES, SHALL BE CONDUCTED WITHOUT THE
PRESENCE OF A BUCKEYE INSPECTOR
BUCKEYE PIPELINE
MR. ED GARZA
BUS'. 291 -3121 CELL 502 -2029
4527 N. MERIDIAN ROAD
HUNTINGTON, INDIANA 46750
MARATHON PIPELINE
MR. DEREK SHEETS
BUS. 291 -9460 CELL 432 -4356
10722 EAST C.R. 300 NORTH
INDIANAPOLIS, INDIANA 46234
N.89 °43'1 1 -W. 1 472,26'
MATCH NEXT SHEET
NOTE: NO VALVES WILL BE
PERMITTED UNDER PAVEMENT.
SCALE: 1 " = 60'
0 30 60 120
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"DIG SAFELY"
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORL KCJ DIG
1- 800 - 382 -5544
CALL TOLL FREE-
PER INDIANA STATE LAW IC 8 -1 -26.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGP,OUNE
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
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= EXIST. FIRE HYDRANT
•
= EXIST. WATER METER
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= EXIST. WATER VALVE
= EXIST. YARD SPIGOT
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= EXIST. MONITOR WELL
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= EXIST. GAS METER
oa
= EXIST. GAS VALVE
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= EXIST. STORM INLET
= EXIST. ELECTRIC METER
■
= EXIST. POWER POLE
■
= EXIST. POWER POLE W /LIGHT
■
= EXIST. POWER POLE W /TRANSFORMER
= EXIST. LIGHT POLE
= EXIST. GUY ANCHOR
Ell
= EXIST. TELEPHONE PEDESTAL
= EXIST. MANHOLE
°
= EXIST. SANITARY SEWER LINE
= EXIST. STORM SEWER LINE
- --
= RIGHT -OF -WAY LINE
= SWALE
— —
= PROPOSED SANITARY SEWER LINE
= PROPOSED STORM SEWER LINE
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= PROPOSED MANHOLE
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= PROPOSED FIRE HYDRANT
SCALE: 1 " = 60'
0 30 60 120
u�
v
N
F:
O '
spa' =0
o?' -O
I Z
HC'LEY MOLLY SA rS
"DIG SAFELY"
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORL KCJ DIG
1- 800 - 382 -5544
CALL TOLL FREE-
PER INDIANA STATE LAW IC 8 -1 -26.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGP,OUNE
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
m:
II
OW
• r..l %0 00
Z0000 000 lit
t-:t- o x
,-4.4O U
M M 00
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H.
LW. r : 1 +.:. _ \ � :
' �:�� NO.
8827 • -
- rr, STATE OF
ell
I nlii
ALLAN H. WEIHE P E 8827
_o-A -T�-_ -- - -'
:i .- w
i
p;'
�• !1• - .•. p , "rr :�'' .N.: ,m .[ �� {: - ter,
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te,-• - -1. .. -- I ,4.r.. -.Y -_: rl' r StiC, �'� #hw'�_ Y.': .:: -: -' "t `�' �
C,-lo r. -: - _ 1 : r'.Ir' u5 ,M L_3, :)i ;,I, .s: lW bOLD
.r,A.:S';` :".Irk r'ri.,r }r-,,. r - 7 o-, i f' . wrr' '\
L,„ nr cad,
SHEET NO
F- _ -.. Lti ::,. J I..r. '_AR':IEL FiF :t'' "� ;.`! I
A,- _,
- F C701
h4 (. . .: PROJECT NO
W06 -0031