S-2009-1.1T
I
t
O
J
'N
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I
1. THE SEWER SYSTEM SHALL 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.
TELEPHONE: (949) 631 -1731.
3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT
SHALL BE CONSIDERED UNACCEPTABLE.
4. CONTRACTOR SHALL OBTAIN CMSD SEWER PERMIT PRIOR TO
COMMENCEMENT OF WORK FROM THE COSTA MESA SANITARY DISTRICT,
628 W. 19TH STREET, COSTA MESA, CA 92627. (949) 645 -8400
EXT. 229.
5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE
REQUIRED BY THE LOCAL GOVERNING AGENCY.
6. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND
CMSD STANDARD PLANS AND SPECIFICATIONS ON JOB SITE AT ALL
TIMES.
7. CLAY PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION
JOINTS FOR MAIN LINE SEWER. TYPE "D" JOINTS, BAND -SEAL OR
APPROVED EQUAL, ARE APPROVED FOR LATERALS AND REPAIR WORK
ONLY,
8. 4" LATERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO
EVERY LOT.
9. ALL LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS.
10. STAMP "S" ON CURB AT SEWER LATERALS LOCATIONS.
11. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT
ENGINEER'S 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. N0. S -105.
13. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY
A -1270, OR APPROVED EQUAL. COVER TO BE STAMPED "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.
16. IF MINIMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER MAIN
IS NOT MET, SPECIAL CONSTRUCTION REQUIREMENTS ARE TO BE
USED PER STD. DWG. NO. S -110 -A OR S- 110 -B.
17. DEVELOPER IS RESPONSIBLE FOR REPLACING ANY EXISTING LATERALS
NOT FOUND IN FIELD OR FOUND TO BE DEFECTIVE.
18. ALL TRENCH EXCAVATION AND PIPE BEDDING SHALL BE CONSTRUCTED
PER STD. DWG. NO. S -112.
CONSTRUCTION NOTES AND QUANTITIES (PUBLIC SEWER)
1B INSTALL 8" VCP SEWER MAIN 28 LF
O INSTALL 48 "I.D. MANHOLE PER CMSD STD S -100 1 EA
SO
INSTALL MANHOLE COVER
PER
CMSD
STD S -105
1 EA
O
TRENCHING AND BEDDING
PER
CMSD
STD S -112
56 SF
10
CONNECT TO EX. SEWER
PER
CMSD
INSPECTOR
1 EA
BASIS OF BEARNGS:
SEE ABOVE
BENCH MARK"
SEE ABOVE
J: \J
9_SEWER_TITLE.DWG, 5/3/2007 5:29:35 PM,
NO.
1
Design jet 4000 HPGL"!RTL
i!
4
d
4d
SEWER PLAN
TENTATIVE TRACT MAP NO, 16924
7572 ORCHARD DRIVE
•1 ZLC
BEARINGS SHOWN HEREON AREA BASED ON THE BEARING N 3330'00" E OF THE CENTERLINE OF TIDECREST AS SHOWN ON
TRACT NO. 15105, M.M. 727/36 -50.
BENCH MARK'
DESCRIPTION: DESCRIBED BY OCS 1989 AT THE WESTERLY PORTION OF THE INT. OF MESA DR. AND SANTA ANA AVE. IN
COSTA MESA, SET AT THE TOP OF A CONC. POST LOCATED JUST BEHIND THE NORTHWESTERLY CURB OF SANTA ANA AVE., 12
FT. SOUTHWESTERLY OF THE BEGINNING OF CURB RETURN, 57 FT. SOUTHWESTERLY OF THE CENTERLINE OF MESA DR., 21 FT.
NORTHWESTERLY OF THE CENTERLINE OF SANTA ANA AVE., 5.5 FT NORTHERLY OF THE POWER POLE ,y1011426H, SET AT THE
SAME ELEVATION AS THE TOP OF CURB.
AND
E =i ra a ..: �•� :•�
A�.w • ^
CENTERLINE
C. & G.
RAs !
D.F.
RAN :
RAN w
n.AN 2
•.••� V.
RAN s-w
M.••• W.
as• v MAN"
L••• u
RAN s-n
RAN ,
•... �.
SAM W.
son v
to•i v.
san v.
;sh v.
FINISHED SURFACE
F.L.
FLOW LINE
12
It
10
M� v.
•
l,OM v.
w
P.E.
PAD ELEVATION
R /1/y
RIGHT -OF -WAY
S.S.
AND
E =i ra a ..: �•� :•�
A�.w • ^
CENTERLINE
C. & G.
CURB & GUTTER
D.F.
RAN :
aw v.
RAN s
RAN sn
RAN z
RAN s-n
;w ...
F.F.
son v
to•i v.
san v.
;sh v.
FINISHED SURFACE
F.L.
FLOW LINE
R>A v.
f.•M v.
M� v.
�•� v.
l,OM v.
RAN s-w
sss v.
P.E.
PAD ELEVATION
R /1/y
RIGHT -OF -WAY
S.S.
SANITARY SEWER
STA.
RAN s-w
s
SIDEWALK
aws v.
saw v.
RMI : RAN sw RAN ! � v RAN sw RAN s PLAN
OWNEMP
MESA ORCHARD ASSOCIATES, LLC Sc
JOHN A. DICK
190 NEWPORT CENTER DRIVE
NEWPORT BEACH, CA 92660
(949) 644 -8900
(949) 644 -8920
Cnti ENCHNIEM
LAND DEVELOPMENT CONSULTANTS
1050 NORTH TUSTIN
AVENUE
ANAHEIM, CA 92807
(714) 630 -5770
(714) 630 -5773 FAX
SOLE B MINEM
COAST GEOTECHNICAL, INC_
14747 ARTESIA BLVD.
LA MIRADA, CA, 90638
(714) 521 -0169
SCALE: 1" = 40'
SCALE: 1"=40'
110, 30'
O' 20' 40' 80' 160'
NDEX OF SHEETS
SHT. NO. (S)
1
2
3
DESCRIPTION
SEWER PLAN TITLE SHEET
SEWER PLAN & PROFILE STREET "A"
STANDARD DETAILS & SEWER PLAN AND PROFILE STREET "B"
m
CENTERLINE
C. & G.
CURB & GUTTER
D.F.
DEEPENED FOOTING
D.L.
DAYLIGHT LINE
DWY.
DRIVEWAY
RAN:
ssw v.
EXISTING
F.F.
FINISHED FLOOR
F.G.
FINISHED GRADE
s
ss•s v.
FINISHED SURFACE
F.L.
FLOW LINE
R>A v.
f.•M v.
M� v.
�•� v.
l,OM v.
RAN s-w
sss v.
RMI : RAN sw RAN ! � v RAN sw RAN s PLAN
OWNEMP
MESA ORCHARD ASSOCIATES, LLC Sc
JOHN A. DICK
190 NEWPORT CENTER DRIVE
NEWPORT BEACH, CA 92660
(949) 644 -8900
(949) 644 -8920
Cnti ENCHNIEM
LAND DEVELOPMENT CONSULTANTS
1050 NORTH TUSTIN
AVENUE
ANAHEIM, CA 92807
(714) 630 -5770
(714) 630 -5773 FAX
SOLE B MINEM
COAST GEOTECHNICAL, INC_
14747 ARTESIA BLVD.
LA MIRADA, CA, 90638
(714) 521 -0169
SCALE: 1" = 40'
SCALE: 1"=40'
110, 30'
O' 20' 40' 80' 160'
NDEX OF SHEETS
SHT. NO. (S)
1
2
3
DESCRIPTION
SEWER PLAN TITLE SHEET
SEWER PLAN & PROFILE STREET "A"
STANDARD DETAILS & SEWER PLAN AND PROFILE STREET "B"
m
CENTERLINE
C. & G.
CURB & GUTTER
D.F.
DEEPENED FOOTING
D.L.
DAYLIGHT LINE
DWY.
DRIVEWAY
EX.
EXISTING
F.F.
FINISHED FLOOR
F.G.
FINISHED GRADE
F.S.
FINISHED SURFACE
F.L.
FLOW LINE
G.B.
3131
H.P.
L32
INV.
INVERT
P.E.
PAD ELEVATION
R /1/y
RIGHT -OF -WAY
S.S.
SANITARY SEWER
STA.
RAN s-w
s
SIDEWALK
aws v.
saw v.
T.G.
TOP OF GRATE
T W
TOP OF WALL
c _�.�1
C/L
CENTERLINE
C. & G.
CURB & GUTTER
D.F.
DEEPENED FOOTING
D.L.
DAYLIGHT LINE
DWY.
DRIVEWAY
EX.
EXISTING
F.F.
FINISHED FLOOR
F.G.
FINISHED GRADE
F.S.
FINISHED SURFACE
F.L.
FLOW LINE
G.B.
GRADE BREAK
H.P.
HIGH POINT
INV.
INVERT
P.E.
PAD ELEVATION
R /1/y
RIGHT -OF -WAY
S.S.
SANITARY SEWER
STA.
STATION
S/W
SIDEWALK
T.C.
TOP OF CURB
T.G.
TOP OF GRATE
T W
TOP OF WALL
REVISIONS 1PREPARED FOR:
DESCRIPTION BY DATE APPROVED
WA720RP0/NTE DEl/EL 0j N7
190 NEWPORT CENTER DRIVE
NEWPORT BEACH, CA 92860
(949) 844 -8900 (949) 644 -8920
z No. 44560 m
Exp. 3 -31 -2008
1?4r CIVIL
2.m ar. I 2 1 I sr mac.
/2
awns sal racer nnomcc
MOT A AART
LOT
PRIVATE SEWER
0
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N. T S.
PRIVATE SEWER NOTES:
1. THE PRIVATE SEWER SYSTEM SHALL CONFORM TO THE CALIFORNIA
PLUMBING CODE, 2001 EDITION, STANDARDS AND SPECIFICATIONS.
2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY
BE REQUIRED BY THE LOCAL GOVERNING AGENCY.
3. THE CONTRACTOR SHALL HAVE A COPY OF THE APPROVED PRIVATE
SEWER PLAN AND CALIFORNIA PLUMBING CODE, 2001 EDITION, ON
THE JOB SITE AT ALL TIMES.
4. THE CONTRACTOR SHALL CONSTRUCT 4" LATERALS FROM THE PRIVATE
SEWER MAIN TO EVERY LOT PER CALIFORNIA PLUMBING CODE, 2001
EDITION, STANDARDS AND SPECIFICATIONS.
5. ALL LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS.
6. THE CONTRACTOR SHALL STAMP AN "S" ON THE CURB FACE AT ALL
PRIVATE SEWER LATERALS LOCATIONS.
7. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING CALIFORNIA
PLUMBING CODE, 2001 EDITION, STANDARDS AND SPECIFICATIONS.
8. PRIOR TO ASPHALT CONCRETE PAVING, PRIVATE SEWER MANHOLES
FRAME AND COVER SHALL BE LEFT 6" BELOW FINISH GRADE. AFTER
STREET SURFACING IS COMPLETED, FRAMES AND COVERS SHALL BE
RAISED TO GRADE PER CALIFORNIA PLUMBING CODE, 2001 EDITION,
STANDARDS AND SPECIFICATIONS.
9. THE PRIVATE SEWER MANHOLES FRAME AND COVER SHALL BE
ALHAMBRA FOUNDRY A -1270, OR APPROVED EQUAL. THE PRIVATE
SEWER COVER SHALL BE STAMPED "SEWER ".
10. THE PRIVATE SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE
FRAMES AND COVERS HAVE BEEN RAISED TO GRADE PER CALIFORNIA
PLUMBING CODE, 2001 EDITION, STANDARDS AND SPECIFICATIONS.
11. PVC PIPE MAY BE USED ONLY WITH PRIOR APPROVAL FROM THE
GOVERNING AGENCY.
12. IF THE MINIMUM SEPARATION DISTANCE BETWEEN THE PRIVATE SEWER
MAIN AND THE WATER MAIN IS NOT MEET, THEN THE CONTRACTOR
SHALL USE SPECIAL CONSTRUCTION REQUIREMENTS PER CALIFORNIA
PLUMBING CODE, 2001 EDITION, STANDARDS AND SPECIFICATIONS AND
STD. DWG. NO. S -110 -A OR S- 110 -B.
13. THE DEVELOPER IS RESPONSIBLE FOR REPLACING ANY EXISTING
LATERALS NOT FOUND IN FIELD OR FOUND TO BE DEFECTIVE.
14. ALL TRENCH EXCAVATION AND PIPE BEDDING SHALL BE CONSTRUCTED
PER CALIFORNIA PLUMBING CODE, 2001 EDITION, STANDARDS AND
SPECIFICATIONS AND STD. DWG. NO. S -112.
CONSTRUCTION NOTES AND QUANTITIES (PRIVATE SEWER)
0
INSTALL
8" SDR35 SEWER MAIN
I
I
I
w I
1A
s
INSTALL
0
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I�
�I
�O
�o
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cgs sT OFF
Gv �OF 14-
PAP P" ,9GCGS -
SP��P
PROJECT \
L DCA TIDN
m VICINITY MAP
N. T S.
PRIVATE SEWER NOTES:
1. THE PRIVATE SEWER SYSTEM SHALL CONFORM TO THE CALIFORNIA
PLUMBING CODE, 2001 EDITION, STANDARDS AND SPECIFICATIONS.
2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY
BE REQUIRED BY THE LOCAL GOVERNING AGENCY.
3. THE CONTRACTOR SHALL HAVE A COPY OF THE APPROVED PRIVATE
SEWER PLAN AND CALIFORNIA PLUMBING CODE, 2001 EDITION, ON
THE JOB SITE AT ALL TIMES.
4. THE CONTRACTOR SHALL CONSTRUCT 4" LATERALS FROM THE PRIVATE
SEWER MAIN TO EVERY LOT PER CALIFORNIA PLUMBING CODE, 2001
EDITION, STANDARDS AND SPECIFICATIONS.
5. ALL LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS.
6. THE CONTRACTOR SHALL STAMP AN "S" ON THE CURB FACE AT ALL
PRIVATE SEWER LATERALS LOCATIONS.
7. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING CALIFORNIA
PLUMBING CODE, 2001 EDITION, STANDARDS AND SPECIFICATIONS.
8. PRIOR TO ASPHALT CONCRETE PAVING, PRIVATE SEWER MANHOLES
FRAME AND COVER SHALL BE LEFT 6" BELOW FINISH GRADE. AFTER
STREET SURFACING IS COMPLETED, FRAMES AND COVERS SHALL BE
RAISED TO GRADE PER CALIFORNIA PLUMBING CODE, 2001 EDITION,
STANDARDS AND SPECIFICATIONS.
9. THE PRIVATE SEWER MANHOLES FRAME AND COVER SHALL BE
ALHAMBRA FOUNDRY A -1270, OR APPROVED EQUAL. THE PRIVATE
SEWER COVER SHALL BE STAMPED "SEWER ".
10. THE PRIVATE SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE
FRAMES AND COVERS HAVE BEEN RAISED TO GRADE PER CALIFORNIA
PLUMBING CODE, 2001 EDITION, STANDARDS AND SPECIFICATIONS.
11. PVC PIPE MAY BE USED ONLY WITH PRIOR APPROVAL FROM THE
GOVERNING AGENCY.
12. IF THE MINIMUM SEPARATION DISTANCE BETWEEN THE PRIVATE SEWER
MAIN AND THE WATER MAIN IS NOT MEET, THEN THE CONTRACTOR
SHALL USE SPECIAL CONSTRUCTION REQUIREMENTS PER CALIFORNIA
PLUMBING CODE, 2001 EDITION, STANDARDS AND SPECIFICATIONS AND
STD. DWG. NO. S -110 -A OR S- 110 -B.
13. THE DEVELOPER IS RESPONSIBLE FOR REPLACING ANY EXISTING
LATERALS NOT FOUND IN FIELD OR FOUND TO BE DEFECTIVE.
14. ALL TRENCH EXCAVATION AND PIPE BEDDING SHALL BE CONSTRUCTED
PER CALIFORNIA PLUMBING CODE, 2001 EDITION, STANDARDS AND
SPECIFICATIONS AND STD. DWG. NO. S -112.
CONSTRUCTION NOTES AND QUANTITIES (PRIVATE SEWER)
0
INSTALL
8" SDR35 SEWER MAIN
591 LF
1A
s
INSTALL
8" VCP SEWER MAIN
103 LF
2OINSTALL
4" SDR35 SEWER. LATERAL
PER CPC, 2001 EDITION.
450 LF
3O
INSTALL
48" I.D. MANHOLE PER CPC,
2001 EDITION.
4 EA
40
INSTALL
MANHOLE COVER PER CPC,
2001 EDITION.
4 EA
O
INSTALL
CLEAN OUT PER CPC, 2001
EDITION.
2 EA
O
TRENCHING
AND BEDDING PER CPC,
2001 EDITION.
1278 SF
COSTA MESA SANITARY DISTRICT
APPROVED FOR CONSTRUCTION IN ORCHARD DRIVE R/W ONLY.
Q
DATE
COUNTY OF ORANGE
SEWER PLAN
TENTATIVE TRACT MAP NO. 16924
1572 ORCHARD DRIVE
DESIGNED BY: H< JAPPROVED BY:
DATE: 10/21/06
AND LAND PLANNER DRAWN BY: H<
vZXAOp3KMUqT SURVEYOR DATE: 10/21/06
ONSIILTANTS LATEST REVISION BY: SM
CIVIL ENGINEER
DATE: 04/02/07
'1060 ^4ORTM TU°TW AVMW4L= PLOTTED BY: SM
ANA"MM, CALFOiiiA. Os007
tyu> Oao-e770 tru> 0001- 0770 FAX DATE: 04/02/07
DATE
SHEET
'1 OF 3
JOB NO. 399