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PA UL A.2 /.VO CIVA.VA/EL
NOTE:
EX /.STING 6 "V.C.P, TO BE ABANDONED IN FC/TC/RE
WHICH WILL //YCLUDE
CUTTING e PLUGG /NG EXISTING 8'V.C.P, / Re"OVI/VG
N. H. FRAME f' COVE.PS AND RETURNIG THE TO
C. N. S. D• YARD; FILL /NG M.H.'S W17H SAND
PAVING OVER N.h!'S.
NOTICE TO CONTRACTOR
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY# THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURSr AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY. AND HOLD THE OWNER AND THE ENGINEER HARMLESS
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 OWNER OR THE ENGINEER.
PLANS PREPARED UNDER THE DIRECTION OF
OCTOBER 24. 1985
SCALE ,
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PAUL E.
LOWER
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+ 19187 DATE
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PA UL A.2 /.VO CIVA.VA/EL
NOTE:
EX /.STING 6 "V.C.P, TO BE ABANDONED IN FC/TC/RE
WHICH WILL //YCLUDE
CUTTING e PLUGG /NG EXISTING 8'V.C.P, / Re"OVI/VG
N. H. FRAME f' COVE.PS AND RETURNIG THE TO
C. N. S. D• YARD; FILL /NG M.H.'S W17H SAND
PAVING OVER N.h!'S.
NOTICE TO CONTRACTOR
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY# THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURSr AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY. AND HOLD THE OWNER AND THE ENGINEER HARMLESS
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 OWNER OR THE ENGINEER.
PLANS PREPARED UNDER THE DIRECTION OF
OCTOBER 24. 1985
SCALE ,
I•
• 40'
PAUL E.
LOWER
R.C.E.
+ 19187 DATE
z N
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UNDERGROUND STRUCTURES
(
P S O MA SCIVIL ENGINEERS 150 A PAULARINO AVE.
LAND PLANNERS COSTA MESA. CA. 92626
124 ASSOC I A T E S LAND SURVEYORS PHONE (714) 751 -7373
EXAST 4'0 V.C.P .f- ,eVhVgf 7NE
EX49r ,S7ArZR QFO.L MARKET
TO se N5HNDONET>
O
V
Y
w
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DRY SEWER PLAN
FOR
BAKER FAIRVIEW PLAZA
0' 10'20'30'40 80' 120'
FUTURE coNNtLT10N w menu GRAPHIC SCALE a 1' =40'
Exle3T. S'LY a0v.G.P. IS
&WO LINT. (1YP. AanNOOUt =o.
Pe•R UT /L /7Y RI -A)A/ CONSTRUCTION NOTF;:
- -� exlsr a "v.c.n ro ea 19 RELOCATE EXIST. POWER POLE (BY OTHERS)
�ggANOON60 INr-vTUrs>= INSTALL 8' V.C.P. SEWER
80 vc.p/ \ �2 CONSTRUCT SEWER MANHOLE PER COSTA MESA SANITARY DISTRICT
(DR`( LINE) 10, 51t STD. DWG. S -100
�3 PLUG V. C. P. SEWER LINE PER DISTRICT STANDARDS
F�
FUTURE LATERAL CONNECTION DETAIL ® 44 CONST. LATERAL CONNECTION TYPE 'C' PER COSTA MESA
N'r�P. - SANITARY DISTRICT STD. DWG. S -104 -C (STUB ONLY ) &PLUG
STATIONS.. 13 +05 45 CONTT. 6° V C.P STUB PER COSTA MESA SANITARY DISTRICT STD. DWG.
S -104 -A & PLUG. (END PIPE @ FI? )
4i SEE UTILITY'PLAI•1 FOR FURTHER INFORMATION C0AIC.E3RNIN4r
L.Aras P.l_ GONNt =e_"T(ON D1=TAI1_
BENCH MARK BASIS OF BEARINGS COSTA MESA SANITARY DISTRICT
S.A. 289 77 THE BEARINGS ON THIS MAP ARE 234 E. 17TH STREET, SUITE 205
BASED ON THE CENTERLINE OF COSTA MESA, CALIFORNIA 92627
ON THE NORTH SIDE Of BAKER 57. IN THE TEL PHONEa (714) 631 -1731
CENTER OF THENE401AAt ATLORENN.
L/0.3FT,NORTN BAKER STREET AS SHOWN ON THE MAP
FILED IN BOOK 17. PAGE 46 OF
14,
OF 79e, SOUTH NOSE OF 7NE NED /AN, SET IN THE PARCEL MAPS. RECORDS OF , 110 §wn 4,"
TOP OF A 4 FT• LONG CONCRETE POST 2"
N/GNER THAN THE NED /AN. ORANGE COUNTY. CALIFORNIA. ROBIN B. HAMERS DATE
EL EV.= 41.17 BEING N 89 16' 00' W. DISTRICT ENGINEER
DEVELOPER:
PACIFIC SAVINGS BANK
1901 NEWPORT BOULEVARD
COSTA MESA, CALIFORNIA 92627
SEWER NOTES
I. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY
DISTRICT.
2. MANHOLES SHALL BE PRECAST CONCRETE AS MANUFACTURED BY ASSOCIATED CONCRETE
PRODUCTS. INC. OR APPROVED EQUAL.
3. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270. OR APPROVED
EflUAt. Cfl4ER 1z 8E STA"PE9 esfNER'.
4. ALL SEWER MANHOLE FRAMES AND COVERS SHALL BE LEFT 6' BELOW FINISH GRADE.
S. ALL SEWER HOUSE CONNECTIONS SHALL BE PLACED PRIOR TO SURFACING OF STREETS.
6. THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER TO FINISH
"A06 AMIZ TWE 5fv.6EfAND/OIL FARiuN6 LDf5URFMAN16 15 COMPL. MINIMUM OF 0.15' A.C. ON
P. C. C. (SEE CMSD SID. S -105).
7. CLAY PIPE JOINTS SHALL BE TYPE 'G' MECHANICAL COMPRESSION JOINTS.
MECHANICAL COMPRESSION JOINTS SHALL BE 'WEDGE - LOCK'. SPEED -SEAL MAINLINE'
OR APPROVED EQUAL.
8. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED BY THE
LOCAL GOVERNING AGENCY.
9. STAMP 'S' ON CURB AT SEWER LATERAL LOCATIONS.
10. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT
ENGINEER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. TELEPHONE 714/631 -1731.
11. PERMITS REQUIRED SHALL BE OBTAINED FROM THE STREET DEPARTMENT. CITY OF
COSTA MESA. 77 FAIR DRIVE. TELEPHONE 714/754 -5323•
12. WORK PERFORMED WITHOUT DISTRICT'S SUPERVISION IS SUBJECT TO REJECTION.
13. STATIONS SHOWN THUS 0 +00 ARE SEWER STATIONS AND ARE INDEPENDENT OF STREET
STATIONS.
14. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND C.M.S.D• STD. PLANS
AND SPECIFICATIONS ON JOB SITE AT ALL TIMES.
15. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL.
16• SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN
RAISED TO GRADE.
17. CONTRACTOR TO VERIFY EXISTING FLOW LINE ELEVATIONS PRIOR TO SEWER CONSTRUCTION.
16. ONE 'AS- BUILT' SET OF MYLARS SHALL BE PROVIDED TO THE COSTA MESA SANITARY
DISTRICT UPON COMPLETION OF THE PROJECT.
19. P.V.C. PIPE MAY BE USED ONLY WITH PRIOR APPROVAL FROM THE DISTRICT
ENGINEER.
THE CONTRACTOR SHALL NOTIFY UTILITY OWNERS AT LEAST 2
WORKING DAYS PRIOR TO COMMENCING WORK IN THE PROXIMITY
OF THESE FACILITIES AND SHALL ALSO NOTIFY UNDERGROUND
SERVICE ALERT,
UNDERGROUND SERVICE ALERT
1- 800 - 422 -4133
CALL USA /SC FOR UNDERGROUND LOCATING
2 WORKING DAYS BEFORE YOU DIG
DRY SEWER PLAN
FOR
BAKER FAIRVIEW PLAZA
1175 BAKER ST., COSTA MESA, CALIFORNIA.
DATE .
OCTOBER 24. 1985
SCALE ,
I•
• 40'
DESIGN .
D.
E. D.
DRAWN ,
I.
Y.
CHECKED,
P.
E. L.
■
ANI1 PRf1F11 F - ..gnrgn. 1721PF. STATER 1
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1-27 -L6
REVISIONS
DATE
BY
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