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1E- 100 -74
RS
O
20'
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Y
OXIMATE
ORANGE
3 LL
631 -1291
X
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BARELA
PACIFIC TELEPHONE
(714)
UNDER-
W�
1E- 100 -74
BEING AN
GROUND
D ON THE
05
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PROr°OSED
SLOG.
EX /5T. 267' ALLEf'
/EX /ST 8 SEWE.P TO BE
Y ABANDONED„ ,
� n
'5E UT //-/Ty
PLAN FOR L
LATERAL
CONSTRUCT /0
45°
REMOVE INTERFER1N&
PORTION OF EX \ST11J4 8 V.G.P.
I /1L- . I - CVV
I 1
VICINITY MAP
NOT TO SCALE
SCALE, 1" = 20' TJ
O 5 101520 40 60
GRAPHIC SCALE= 1 " =20"
SCALE. 1' - 200'
a
I
CONSTRUCTION NOTES
PROP. /S EASEMENT 0 mss, �� (D INSTALL 8" V.C.P. SEWER
I 1 FOR 5AN/ SEyyEe puR 0.5ES o�
IL1 °O ` O2 CONSTRUCT SEWER MANHOLE PER COSTA MESA SANITARY DISTRICT
ox 3'- W /DE CONC /BQ�JrV ` ��
cs I j GUTTER ` STD. DWG. S -100
PLUG EXISTING V.C.P. SEWER LINE
EX /5T. BNSEWER
i I !� TO REMA /N 4O EXISTING SEWER LINE TO BE R,6A'VVED
EX /57-11V6 5EWER A44AINOLE TO QE FRAMES AA/9 COVERS
I 7'D bE RETURNED TO C /TY GoRPORA7' /ON YAQD, 2-'s00
N PLA6eAJT 1A AVE.) LOSTA MESA .
I �
I
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 HOURS, 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
JOHN E. STEV N R.C.E. 022 6 DATE
AVENUE
UNDERGROUND STRUCTURES
ALL UNDERGROUND UTILITIES OR STRUCTURI
AND THOSE SHOWN ON THE RECORDS EXAMINI
LOCATION AND EXTENT. THE OWNER RY AM
TURES FOUND
Y THE OWNERS
NG F
THE
(TIES OR
P S O M A SCIVIL ENGINEERS 150 A PAULARINO AVE.
LAND PLANNERS COSTA MESA. CA. 92626
124 ASSOCIATES LAND SURVEYORS PHONE (714) 751 -7373
BASIS OF BEARINGS
THE BEARINGS ON THIS MAP ARE
BASED ON THE CENTERLINE OF
HARBOR BLVD. PER R.S. 79 -1130
RS.B. 101/11 -18, RECORDS OF
ORANGE COUNTY. CALIFORNIA
BEING N 0'22'12 "E.
SEWER
MODIFICATION
FOR
PLAN
COSTA MESA COURTYARDS
COSTA MESA SANITARY DISTRICT
234 E. 17TH STREET. SUITE 205
COSTA MESA, CALIFORNIA 92627
TELEPHONE: (714) 631 -1731
3 8 BS
ROBIN B. HAMERS DATE
DISTRICT ENGINEER
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 EQUAL. COVER TO BE STAMPED "SEWER ".
4. ALLL SEWER MANHOLE FRAMES ARD COVERS SHALL BE LEFT 6" BELOW FINISH GRADE.
5. 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
GRADE AFTER THE STREET SURFACING IS COMPLETED. MINIMUM OF 0.15" A.C. ON
P.C.C. (SEE CMSD STD. 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.
1'4,, 6" V.C.P. LATERAL SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO 5' FROM THE
FACE OF BUILDING.
15. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND C.M.S.D.
STANDARD PLANS AND SPECIFICATIONS ON JOB SITE AT ALL TIME!.
16. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL.
17. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN
RAISED TO GRADE.
18. CONTRACTOR TO VERIFY EXISTING FLOW LINE ELEVATIONS PRIOR TO SEWER CONSTRUCTION.
19. ONE "AS- BUILT" SET OF MYLARS SHALL BE PROVIDED TO THE COSTA MESA SANITARY
DISTRICT UPON COMPLETION OF THE PROJECT.
20. P.V.C. PIPE MAY BE USED ONLY WITH PRIOR APPROVAL FROM THE DISTRICT ENGINEER.
UTILITY_ COMPANIES
THE FOLLOWING COMPANIES ARE KNOWN TO HAVE FACILITIES
WITHIN THE PROJECT LIMITS,
UTILITY COMPANY
BENCHMARK (O.C.S.)
1E- 100 -74
RS
"
20'
DESIGN ,
OXIMATE
ORANGE
COUNTY SURVEYOR'S
631 -1291
G WITH
BARELA
PACIFIC TELEPHONE
(714)
UNDER-
BENCHMARK
1E- 100 -74
BEING AN
GROUND
D ON THE
ALUMINUM
CAP IN THE
SOUTH CORNER OF
OWN
ONARY
THE
CATCH BASIN AT THE
EAST CORNER
SIBILITY
OF
NEWPORT BLVD. AND
BROADWAY.
STARTING
HAMERS
1976 ADJ. ELEV.
= 93.50
P S O M A SCIVIL ENGINEERS 150 A PAULARINO AVE.
LAND PLANNERS COSTA MESA. CA. 92626
124 ASSOCIATES LAND SURVEYORS PHONE (714) 751 -7373
BASIS OF BEARINGS
THE BEARINGS ON THIS MAP ARE
BASED ON THE CENTERLINE OF
HARBOR BLVD. PER R.S. 79 -1130
RS.B. 101/11 -18, RECORDS OF
ORANGE COUNTY. CALIFORNIA
BEING N 0'22'12 "E.
SEWER
MODIFICATION
FOR
PLAN
COSTA MESA COURTYARDS
COSTA MESA SANITARY DISTRICT
234 E. 17TH STREET. SUITE 205
COSTA MESA, CALIFORNIA 92627
TELEPHONE: (714) 631 -1731
3 8 BS
ROBIN B. HAMERS DATE
DISTRICT ENGINEER
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 EQUAL. COVER TO BE STAMPED "SEWER ".
4. ALLL SEWER MANHOLE FRAMES ARD COVERS SHALL BE LEFT 6" BELOW FINISH GRADE.
5. 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
GRADE AFTER THE STREET SURFACING IS COMPLETED. MINIMUM OF 0.15" A.C. ON
P.C.C. (SEE CMSD STD. 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.
1'4,, 6" V.C.P. LATERAL SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO 5' FROM THE
FACE OF BUILDING.
15. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND C.M.S.D.
STANDARD PLANS AND SPECIFICATIONS ON JOB SITE AT ALL TIME!.
16. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL.
17. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN
RAISED TO GRADE.
18. CONTRACTOR TO VERIFY EXISTING FLOW LINE ELEVATIONS PRIOR TO SEWER CONSTRUCTION.
19. ONE "AS- BUILT" SET OF MYLARS SHALL BE PROVIDED TO THE COSTA MESA SANITARY
DISTRICT UPON COMPLETION OF THE PROJECT.
20. P.V.C. PIPE MAY BE USED ONLY WITH PRIOR APPROVAL FROM THE DISTRICT ENGINEER.
UTILITY_ COMPANIES
THE FOLLOWING COMPANIES ARE KNOWN TO HAVE FACILITIES
WITHIN THE PROJECT LIMITS,
UTILITY COMPANY
TELEPHONE NO.
CONTACT
MESA CONSOLIDATED WATER
"
20'
DESIGN ,
T.
DISTRICT
(714)
631 -1291
RAY
BARELA
PACIFIC TELEPHONE
(714)
966 -6223
JACK
SCAPPEL
SO. CAL. GAS
(714)
546 -4844
RICK
BRANCH
CITY OF COSTA MESA
(714)
754 -5284
BOB
BROCK
COSTA MESA SANITARY DISTRICT
(714)
631 -1731
ROB
HAMERS
SOUTHERN CALIFORNIA EDISON
(714)
973 -5491
DAVE
YORKE
SEWER MODIFICATION PLAN
FOR
COSTA MESA COURTYARDS
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 UNDERGRAI0
SERVICE ALERTt
UNDERGROUND SERVICE ALERT
1- 800 - 422 -4133
CALL USA /SC FOR UNDERGROUND LOCATING
2 WORKING DAYS BEFORE YOU DIG
SEWER T
DATE .
DECEMBER 3. 1984
SCALE ,
1"
"
20'
DESIGN ,
T.
W.
C.
DRAWN .
T.
Y.
CHECKED,
J.
E.
S.
W QUILT C-20-8G
JOB 0
2PACO204.01
SHEET '
OF
. . -
SHT.. PLAN. AND PROFILE - 30120.1283PFt 791130 62 05- Doe -84 03668 PM / 2PACO204.01 -305
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Y
DELETED 6"'N.L.
f NA7E0 6 °N. L.
3�Z2�B5
PE.L
REVISIONS
DATE
By
JOB 0
2PACO204.01
SHEET '
OF
. . -
SHT.. PLAN. AND PROFILE - 30120.1283PFt 791130 62 05- Doe -84 03668 PM / 2PACO204.01 -305
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0
Y