HomeMy WebLinkAbout06060001.361, 1
ar
0
,J w
n-
.0
3
0
0
0
0
vi
San M HH G.0.#34
T.C.- 872.39
E Inv -856.1
SW Inv -856.2
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
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
stringent cover requirement, the more stringent requirement shall govern.
MATCH PREVIOUS SHEET
`Ex. Sor 11H G.O.# i R =: r uH G.O.r_
T. C.- 882.08 ' :-89C.16
W Inv -869.8 13 9
E Inv -871.3 vE -89'3
BUCKEYE NOTE:
NO WORK WITHIN 25 FEET OF BUCKEYE'S PIPE-INE,
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
452-7 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
NOTE: NO VALVES WILL BE
PERMITTED UNDER PAVEMENT.
COMMON
AREA 19A
ffKi•N \u1
Zf
= EXIST. FIRE HYDRANT
•
= EXIST. WATER METER
..
= EXIST. WATER VALVE
Z
= EXIST. YARD SPIGOT
n
= EXIST. MONITOR WELL
®
= EXIST. GAS METER
va
= EXIST. GAS VALVE
o
= EXIST. STORM INLET
X
= EXIST. ELECTRIC METER
■
= EXIST. POWER POLE
■
= EXIST. POWER POLE W /LIGHT
■
= EXIST. POWER POLE W /TRANSFORMER
•
= EXIST. LIGHT POLE
= EXIST. GUY ANCHOR
In
= EXIST. TELEPHONE PEDESTAL
O
= EXIST. MANHOLE
= EXIST. SANITARY SEWER LINE
ao
= EXIST. STORM SEWER LINE
- --
= RIGHT -OF -WAY LINE
= SWALE
— — — —
= PROPOSED SANITARY SEWER LINE
= PROPOSED STORM SEWER LINE
= PROPOSED MANHOLE
Y
= PROPOSED FIRE HYDRANT
SCALE: 1 = 60
0 30 60 120
� � U
O d O
a
z
d � U
5
�w
>o�
how
Qw, �
LO
=4 - w
0
0
0
.A
�m
D � U
O � O
Iz ID
a�U
r
HC E1' MOLEY SA ✓�
"DIG SAFELY"
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE KO�,, 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 UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING V ORK.
CITY OF CARMEL UTILITY
PIPE INSTALLATION
All work shall be in the best practices of the water utility industry and the
American Water Works Association, and in accordance with all applicable
federal, state, and local codes and regulations.
Furthermore:
1) Any damage done to the City of Carmel Utility's system by the contractor
of his affiliates shall immediately be repaired, to the satisfaction and
direction of the City of Carmel Utility by the contractor at his own expense.
2) Should the contractor propose to depart from the specifications contained
herein, he shall submit samples arid/or specifications of such alternatives to
the City of Camel Utility before proceeding.
3) No work shall be performed under conditions which in the opinion of the
City of Carmel Utilities would adversely affect the quality of the finished job.
4) The contractor shall conduct his work so as not to interfere with the
present operation of the City of Carmel Utility's water /sanitary sewer system.
If any work interference is encountered between the City of Carmel Utility and
the contractor, the City of Carmel Utility will receive priority in scheduling.
CITY OF CARMEL WATER UTILITY
DEVELOPER INSTALLED WATER MAINS
1) Contractors shall call City of Carmel Utility for an on —site
pre— construction meeting before work begins. Contractor mush have approved
plans on —site and all materials to be used must be approved by a City of
Carmel Utility inspector.
2) Contractor will allow inspection by City of Carmel Utility inspectors during
the construction of the water maid extension and will honor the City of
Carmel Utility's request for field changes in main extensions related to
location, workmanship and materials as they relate to City of Carmel Utility
standards and specifications.
3) The contractor will have water main extensions pressure tested per City of
Carmel Utility specifications and witnessed by City of Carmel Utility's
inspector.
4) The contractor will conduct the disinfection of water main extension, with
direct supervision by a City of Carmel Utility operator.
5) Only after the water mian extension passes the City of Carmel Utility's
laboratory testing, and two (2) sets of as —built plans have been turned in
the City of Carmel Utility, will the water be turned on by the City of Carmel
Utility.
CITY OF CARMEL UTILITY
STANDARD NOTES:
1) Absolutely no Kennedy fire hydrants or valves are allowed.
2) Only Tyler valve boxes are allowed.
3) Ductile iron pipe in lengths of 20 feet is the only length allowed.
4) Posi —caps or the equivalent are required on all water valve installations.
5) Tracer wire must be installed with all water main laid in Carmel.
6) Warning tape must be installed 12" to 18" above the water main.
Note:
1) PVC pipe (6' in length) to be used to mark water service stub.
2) All bacteriological lab services to be billed to developer's contractor.
GENERAL NOTES:
1) The contractor shall contact all applicable utilities and verify and and all
fees associated with the installation of all utilities.
2) Provide thrust blocks for all water line bends and tees, including tab
connection.
3) Contractor shall coordinate with water company for domestic and fire
service. Connect to building domestic and fire line. Coordinate with plumbing
drawings.
4) Coordinate location of electrical and telephone lines with local utilities.
5) Coordinate location and size of gas service connection and installation of
service line and meter with gas company.
6) Coordinate locations and connections of building storm lines with
mechanical /plumbing drawings.
7) Verify existing invert and location of sanitary sewer. Adjust inverts as
required. Document any changes.
8) Maintain 10' horizontal and 18" vertical clearance between storm /sanitary
sewer systems and domestic /fire line service.
9) Follow all local and state codes in reference to domestic /fire line
installation and storm sewer /sanit(iry sewer installation.
10) Coordinate location of required conduits for light poles, telephone service
and irrigation system.
1 1) Coordinate utility conduits with service providers.
12) Sanitary sewer laterals, water service, & electrical /telephone conduits
shall be granular backfill for entire run.
13) There are to be no water valves or manholes plcaced within the
pavement, curbs or sidewalks.
NO 00 rA
\0Co H
U
� 4A
Z
00goI x
��d
00 V
rM M 00
X
w W
V1
� �z
W
Z
�a
a
Z
ao
a�
M
O
A
W
W�
W
F
r
V�
H
� z
W
oz
O
QC
.� o
C] o Q
G
cn
Q
I
ra
w
�I
I
i
I
I
s
I
:f
s�
Z
rn
0
z
c°
z
>cn
w
x
cD
o
N0.
• 8827 •
�0 ,. STATE OF
�v
/ON
AL
ALLAN H. WEIHE P.E. 8827
II
w
w
a
I �
I �
m
O
M� Al
Z
W�
E-.
o
M
a
z
c
x
Q
?HEET NO.
C702
I PROJECT NO
W06 -0031