S-84-3.1It
EST /M.4 TE OF QUANT / T / ES
Als
I TEM
Mff
QUANT.
!
18" V.C.P. SEWER
LF_
3
2
24 V.C.P. SEWER
L.F.
349
3
30 "V.C.P. SEWER
L.F
59
4
CRUSHED AGGREGATE BEDDING
TON
296
5
CRUSHED AGGREGATE BACKF /LL
TON
12262.4
6
SLURRY BACKFIL L
C. Y.
172
7
60 "1.D. STDD, MANHOLE
EA.
3
8
60 "P. V.C. LINED MANHOLE
EA.
/
9
RECONSTRUCT EX /ST /NG MANHOLE BASE
EA
3
It
Sewer main shall be air or water tested meeting District
Engineers approval
12.
Prior to asphalt concrete paving, manhole frames and covers shall
be left 6" below finish grade. After street surfacing is completed, # '
frames and covers shall be raised to grade per Std Dwg. NP S -105.
13.
Sewer manhole frame and cover shall be Alhambra Foundry A -1251,
COSTA MESA SANI TARY
'PLAN AND
PROJECT Ns / / 12100
PROF / L E FOR THE
DISTRICT
CONS TRUC T / ON OF
NEWPORT. BOULEVARD
SEWER NCH MARK
f
NEWPORT . BDULEVARD
GENERAL NOTES
i
The sewer system shat/ conform to the standards of the Costa
Mesa Sanitary District.
2
Contractor shall request inspection from the office of the District
Engineer 48 hours prior to commencement of work. Tel (714V 631 -17& 1
.�,
Aqy war* performed without atspectior from the District shad
be cowdemd unocceptab /e.
4
Contractor shall obtain C.M.SD. sewer permit prior to construction
ff m Me &partment of Streets and Sanitation, City of Costa
Mesa, 77 For Drive. Tel. 1714) 754 -5323.
S
Contractor shall obtain al/ necessary permits that may be required
by the loco/ governing agency.
COSTA MESA SANI TARY
'PLAN AND
PROJECT Ns / / 12100
PROF / L E FOR THE
DISTRICT
CONS TRUC T / ON OF
NEWPORT. BOULEVARD
SEWER NCH MARK
f
NEWPORT . BDULEVARD
VICTOR IA
FROM
PL ACE,, TO, FA /
VICTORIA
z
E �
D
x
AY �-
s�.
�E
O.C.S. Benchmark lE- 91 - -69
0.85 mite northeast along Newport Avenue from theImcNolly
Elementary School to its intersection with Victoria Street;
86.5 feet northwest along the gutter of Victoria from the
center line of Newport Avenue southwest, 29.5 feet southwest
of the center line of Victoria, set in the top of and l foot
northwest of the southeast end of o 3 foot by 4 foot concrete
catch basin, /eve/ with the gutter.
R V /EW ROAD,
1976 ELEV. 81.142
NOTICE TO CON TRAC TORS
All contractors and subcontractors performing work shown on or
related to these plans shall conduct their gverati ms so that o//
persons are provided o safe place to work and the public is
protected. All contractors and subcontractors shall comply with
die State of California Deportment of Industrial Relations,
Division of Industrial Safety and Health, "CONSTRUCT /ON
SAFETY ORDERS." The District Engineer shall not be responsible
In any way for the contractor Of and subcontractor. Is compliance
with these orders.
Contracts further agrees that he shall assume sole and complete
responsibility for job site conditions during the course of constructbn
of this project, including safety of a// persons and property;
Mat this requirement shall apply continuously and not be limited
to normal working hows; and that the contractor shall defend,
Indemnify.* and hold the Costa Mesa Sanitary District and the
District Engineer harm less from any 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, a 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
or approved equal. Cover Woe stamped SEWER . �, other lines not of record or not shown. if the contractor, while
/4 Sewer main shall be balled offer all manhole frames and covers i
grade. L OCA %, ON MAP performing the contract, discovers ufi/ity foci/ /ties not shown hereon,
have been raised to ade. he shall immediate /y notify the District Englneer in writing. '
15. PVC pipe may be used only with prior approval from the District SCALE / = 600
Engineer.
16. Contractor shall be responsible for maintaining warning devices, flashing arrow boards, M11 IRS 1961
lights and flagmen in accordance with "WA4K AREA TRAFFIC I ��
t
CONTROL HANDBOOK " published by BwAding News, Inc., 19W � �° -- ---- -- �°°
17. -A permit will be required from CAL TRANS prior to performing work.
_ -18. Trench backfil/ material shall be crushed aggregate base and shall be installed per =
ACM Std. 801. Bedding and french resurfacing shall be per CCM Std. BO /. A
_hermit shall be obtained from CCM prior to commencing work. (Slurry backfill •'
hall be used as indicated on plan.)
Project Ns 1112100 -79
Revisions - Plans comply with City of Costa Mesa standards for ENGINEER SHEET
Tl lT CALL N° Date Description
�!� r , street reconstruction and are approved for issuance COSTA MESA SAN /TARY D /ST. _NEWPORT BOULEVARD
REVIhED MA hIFUION (081.5M RUD
Mesa Consolidated Wafer 631 -1200 Underground Service Alert IMM GURIITITY • ITEM 1 ., - of Public Right -of -Way Excavation and Construction
Pacific Telephone 633 -08 11 48 hm. prior to excavating + permit. Approved OF
Southern California Edison 973- 5491 �r adarground locating. 0 I1V9V8; `Ai- euI�T' ��-- ,j ,,'SEWER
Southern California Gas 6343117 _, �, '` GAL �1/" ' i,� G�3�g� 2
/ -.800- 422- 4/33 /0 85%
Bruce D. Maffern Cif En ineer R.C.E. 9388 Date Robin B. Homers R.C.E. 31720 Date
I
GENERAL NOTES
- I
The sewer system shat/ conform to the standards of the Costa
Mesa Sanitary District.
2
Contractor shall request inspection from the office of the District
Engineer 48 hours prior to commencement of work. Tel (714V 631 -17& 1
.�,
Aqy war* performed without atspectior from the District shad
be cowdemd unocceptab /e.
4
Contractor shall obtain C.M.SD. sewer permit prior to construction
ff m Me &partment of Streets and Sanitation, City of Costa
Mesa, 77 For Drive. Tel. 1714) 754 -5323.
S
Contractor shall obtain al/ necessary permits that may be required
by the loco/ governing agency.
6
Contractor to have a. copy of approved sewer plan and CMS
Standard Plans and Specifications on job site of all times.
` 7.
Clay ppe jagis shall be Type "G" mechanical compression joints
_
."
for main line sewer. Type "D" joints, Band -Sea/ or approved
equal, are approved for laterals and repair work only.
8•
6 " 00foraft 360# be constmeted bell the mwa Inefif to every Mt
9
.
/0.
" "
It
Sewer main shall be air or water tested meeting District
Engineers approval
12.
Prior to asphalt concrete paving, manhole frames and covers shall
be left 6" below finish grade. After street surfacing is completed, # '
frames and covers shall be raised to grade per Std Dwg. NP S -105.
13.
Sewer manhole frame and cover shall be Alhambra Foundry A -1251,
VICTOR IA
FROM
PL ACE,, TO, FA /
VICTORIA
z
E �
D
x
AY �-
s�.
�E
O.C.S. Benchmark lE- 91 - -69
0.85 mite northeast along Newport Avenue from theImcNolly
Elementary School to its intersection with Victoria Street;
86.5 feet northwest along the gutter of Victoria from the
center line of Newport Avenue southwest, 29.5 feet southwest
of the center line of Victoria, set in the top of and l foot
northwest of the southeast end of o 3 foot by 4 foot concrete
catch basin, /eve/ with the gutter.
R V /EW ROAD,
1976 ELEV. 81.142
NOTICE TO CON TRAC TORS
All contractors and subcontractors performing work shown on or
related to these plans shall conduct their gverati ms so that o//
persons are provided o safe place to work and the public is
protected. All contractors and subcontractors shall comply with
die State of California Deportment of Industrial Relations,
Division of Industrial Safety and Health, "CONSTRUCT /ON
SAFETY ORDERS." The District Engineer shall not be responsible
In any way for the contractor Of and subcontractor. Is compliance
with these orders.
Contracts further agrees that he shall assume sole and complete
responsibility for job site conditions during the course of constructbn
of this project, including safety of a// persons and property;
Mat this requirement shall apply continuously and not be limited
to normal working hows; and that the contractor shall defend,
Indemnify.* and hold the Costa Mesa Sanitary District and the
District Engineer harm less from any 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, a 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
or approved equal. Cover Woe stamped SEWER . �, other lines not of record or not shown. if the contractor, while
/4 Sewer main shall be balled offer all manhole frames and covers i
grade. L OCA %, ON MAP performing the contract, discovers ufi/ity foci/ /ties not shown hereon,
have been raised to ade. he shall immediate /y notify the District Englneer in writing. '
15. PVC pipe may be used only with prior approval from the District SCALE / = 600
Engineer.
16. Contractor shall be responsible for maintaining warning devices, flashing arrow boards, M11 IRS 1961
lights and flagmen in accordance with "WA4K AREA TRAFFIC I ��
t
CONTROL HANDBOOK " published by BwAding News, Inc., 19W � �° -- ---- -- �°°
17. -A permit will be required from CAL TRANS prior to performing work.
_ -18. Trench backfil/ material shall be crushed aggregate base and shall be installed per =
ACM Std. 801. Bedding and french resurfacing shall be per CCM Std. BO /. A
_hermit shall be obtained from CCM prior to commencing work. (Slurry backfill •'
hall be used as indicated on plan.)
Project Ns 1112100 -79
Revisions - Plans comply with City of Costa Mesa standards for ENGINEER SHEET
Tl lT CALL N° Date Description
�!� r , street reconstruction and are approved for issuance COSTA MESA SAN /TARY D /ST. _NEWPORT BOULEVARD
REVIhED MA hIFUION (081.5M RUD
Mesa Consolidated Wafer 631 -1200 Underground Service Alert IMM GURIITITY • ITEM 1 ., - of Public Right -of -Way Excavation and Construction
Pacific Telephone 633 -08 11 48 hm. prior to excavating + permit. Approved OF
Southern California Edison 973- 5491 �r adarground locating. 0 I1V9V8; `Ai- euI�T' ��-- ,j ,,'SEWER
Southern California Gas 6343117 _, �, '` GAL �1/" ' i,� G�3�g� 2
/ -.800- 422- 4/33 /0 85%
Bruce D. Maffern Cif En ineer R.C.E. 9388 Date Robin B. Homers R.C.E. 31720 Date
I