S-84-4.1EST/MATE OF QUANT / T 1 ES
AP
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QUANT.
1.
REMODEL PUMP STATION
L.S.
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2.
8" DUCT /LE IRON PIPE FORCE MAIN
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EST/MATE OF QUANT / T 1 ES
AP
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QUANT.
1.
REMODEL PUMP STATION
L.S.
—
2.
8" DUCT /LE IRON PIPE FORCE MAIN
L.F
1,081
3
ENCASE EXISTING SEWER LATERAL
EA.
3
4
RECONSTRUCT SEWER LATERAL
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2
responsibility for job site condificns during the course of constructim
of this project, including safety of all persons and property;
that this requirement $ball apply continuously and not be limited
to normal working hours; and that the contractor shall defend,
Indemnify, and hold the Costa Mesa Sanitary District and the
District Engineer harm less from a►U' and all liability, real or
alleged, in connection with the performance of work on this project'
excepting for liability arising from the sole negligence of the
Costa Mesa Sanitary District, or the District Engineer.
The existence, approximate location and extent of any underground
utilities or structures shown hereon have been obtained by a search
of the available records. The contractor is required to take due
precautionary measures to protect the utility lines shown and any
other 'lines not of record or not shown. if the contractor,, � whi /e
performing the contract, discovers utility foci litres not shown hereon,
• he shall immediately notify the District Engineer in writing.
GENERAL NO TES -
L The sewer system shall conform to the standards of the Costa
Mesa San /tart' District.
Z Contractor shall request MW#cton from the office of the District
Engineer 48 hours prior to commencement of work. re/ (71V 6N -/7.9
S Any work performed without inspection from the District shall
be considemd unacceplab/e.
f. Contractor shall obtain C M SD. -sower permit prior to construction
from the Department of Streets and Sanitation, City of Costa
Mesa, 77 Farr Drive. Tel (71V 754 - 5323. --
4 Contractor shall obtain all necessary permits that may be required
by the loco/ governing agency.
6. Contractor to hove a- copy of gwroved sewer plan and GALW
Standard Plans and Specifications on job site at *all times.
7 Cloy 00, jaunts shall be Type OG " mechanical compression joints
for main line sewer. Type ''D" joints, Band -Seal of approved
equal, are approved for laterals and repair work only.
B. 6 " laterals shall be constructed from the sewer main to every /or
R All laterals shall be placed prior to surfacing of streets
/O. Stow "S" on curb of sewer lateral locations.
1 Sewer main shall be air or water tested meeting Distinct
Engineer s approval
lE Prior to asphalt concrete paving, manhole frames and covers shall
be left 6" below finish grade. After street surfoang is completed,
frames and covers shall be raised to grade per Sta! Dwg. N° S -105.
/3. Sewer manhole frame and cover shall be Alhambra Foundry A -1270, %
or approved equal. Cover to be stomped 'SEWER'.
14 Sewer main shall be balled after all manhole frames and covers
have been raised to grade.
15. PVC pipe may be used only with prior approval from the District
Engineer.
H6. Contractor shall be responsible for maintaining warning devices,
lights and flagmen in accordance with "WORK AREA TRAFFIC'
CONTROL .H4NOBOOK " pub&hed by Building News, Inc., /SW
All Work in County R/W shall conform to O.C.EM.A. STD. PLANS and
- PUBLIC WORKS CONSTRUCTION MAA AL ; in case of any conflict O.C£M.A.
stds. shall praul.
Rev,
TlL /TIES '° CALL N° Dafe
Newport Beach Utilities �M- 640-2221
San a Ana Heights Water /4- 545 -1060 Underground Searvke Alert
Mesa Consolidated Water 714 - 631 -1200 48 Inns nor to ercavatin
Pacific Telephone 714- 633 -0611 Ar g
Southern Cal Gas 14- 634,3117 for and rground beating.
Southern Cal. Edison 14- 973 -5491 1-800-42P-4153
Group W - Cab /evision 714-6644422-3260
PROJECT NY / / /2 /00 -77
PLAN AND PROF / L E FOR
23r d
THE CONS TRUC T /ON OF
S TREE T PUMP S TA T / ON 8 FORCE MA / N .
.YRV /NE AVENUE
s
/N
23rd STREET
BENCH MARK:
:. D.C.S. Benchmark N86 -19 -70
In the southwest part of the intersection of Irvine Avenue
FROMand 23rd Street; 42 feet northwest of the center line
of Irvine, 35.8 feet southwest of the centerline of 23rd,
in the top of the southeast corner of a 4.5 by B.5 foot
TO / 00 ` W `L Y OF FA / RH / L L -DR / VE concrete catch basin Ieve/ with the sidewa /k
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k0CA7-10N MAP
SCALE 1'-200'
9
AS BU /LT
1976 ELEV. 27968
NOT / CE TO CON TRAC TORS
All contractors and subcontractors performing work shown on or
related to these plans shall conduct their operations so that all
jpersons are provided a safe place to work and the public is
protected. All contractors and subcontractors shall comply with
Me State of California Department of Industrial Relations,
Division of Industrial Safety and Health, "CONSTRUCT /ON
SAFETY ORDERS." The District Engineer shall not be responsible
rvn any way for the Contractors and subcontractors compliance
with these orders.
Contractor further agrees that he shall assume sole and complete
responsibility for job site condificns during the course of constructim
of this project, including safety of all persons and property;
that this requirement $ball apply continuously and not be limited
to normal working hours; and that the contractor shall defend,
Indemnify, and hold the Costa Mesa Sanitary District and the
District Engineer harm less from a►U' and all liability, real or
alleged, in connection with the performance of work on this project'
excepting for liability arising from the sole negligence of the
Costa Mesa Sanitary District, or the District Engineer.
The existence, approximate location and extent of any underground
utilities or structures shown hereon have been obtained by a search
of the available records. The contractor is required to take due
precautionary measures to protect the utility lines shown and any
other 'lines not of record or not shown. if the contractor,, � whi /e
performing the contract, discovers utility foci litres not shown hereon,
• he shall immediately notify the District Engineer in writing.
u
12121184.
i
Project Ns 1142/00 -77
ENGINEER. - SHEET
COSTA MESA - SAN /TARY D/ST. 23rd STREET PUMP STATION
Approved
O F
CONVERSION a FORCE MAIN
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bbin A 8 Homers R.C.E. 317,PJ Dale