S-97-2.1PT. FALLS ON M.H,
W14 0 2' S &W TIES
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30' EASEMENT FOR ROAD 6 UTILITY PURPOSES
PER TRACT NO. 706, M.M. 21126, O.R. 72731176,
O.R. 22071196, O.R. 2971147, O.R. 12291238,
8 O.R. 22071206.
FD, 1.25" I.P. W/ -
COPPER TAG L.S. 4872
4.0' CHAIN LINK FENCE ON P.L. s
30'
A -, 13 °48'40" 30'
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052 = 12
T = 60.56'
EXIST. 8' V.C.P. SEWER ON C.C. MESA
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PARCEL 2. °
30' EASEMENT FOR ROAD 5 UTILITY PURPOSE
NO. I DATE DESCRIPTION
REVIS /ONS
MEN
Contractor to call
Dig Alert
prior to construction
o EXIST. 6" A.C. WATER LINE SAHWCO
o
M
P.P. b
M
VAC
TO BE
MESA DR.
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60
co DRIV.
S.M.N.
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FD, 1' I.P. W/ PL
CE 12437
1 R,�Q 3R° /
2140 MESA DR.
3
FD. "C" NAIL
R
"I— EXIST. a' V.C.P. SEWER
in
PILASTERS
30' EASEMENT FOR ROAD 8 UTILITY PURPOSES
PER O.R. 34921299 8 O.R. 22731176.
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- - -L ---------------------- - - - -JI
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3 2148 MESA DR.
COSTA MESA SANITARY DISTRICT
APPROVED FOR WORK WITHIN MESA DR.
RIGHT -OF -WAY ONLY
e zi[R�
Distri t Engineer Date
SCALE 1 " =30'
VICINITY MAP
769.90'
310.62'
SEWER NOTES - COSTA MESA SANITARY DISTRICT
1. The sewer system shall conform to the standards of the Costa
Mesa Sanity District.
2. Contractor shall request Inspection from the office of the
District Engineer 48 hours prior to commencement of work.
(714) 631 -1731.
3. Any work performed without Inspection from the District
shall be considered unacceptable.
4. Contractor shall obtain C.M.S.D. Sewer Permit prior to
commencement of work from the Dept. of Streets and
Sanitation, City of Costa Mesa, 77 Fair Drive.
(714) 754 -5323.
5. Contractor shall obtain all necessary permits that may be
required from the local governing agency.
6. Contractor to have a copy of approved sewer plan and
C.M.S.D. 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. 6" laterals shall be constructed from the sewer main to every lot.
9. All laterals shall be constructed prior to surfacing of streets.
10. Stamp "S" on curb at sewer lateral 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. No. S -106.
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 done per
Std. Dwg. No. S -112.
W
h
y
W�
FD. I' CP. W/ NAIL
W/4 02'S e W TIES
CONSTRUCTION NOTES
10 CORE DRILL EXIST. MANHOLE TO ACCEPT NEW 8" V.C.P.
RECHANNEL PER CMSD INSPECTOR.
Q2 CONSTRUCT 8" V.C.P. SEWER
03 CONSTRUCT 6" SEWER
® CONSTRUCT SEWER CLEANOUT PER CMSD STD. S -107
® caw. 4° hTUP1 OUT W RH PLUG I �
ROFESS1O A ,BU I -T
FD. BROKEN SQ. SK. �� Q Nqe
SET 112" REBAR c
BRIAN J. y
GLEESON m
Cr R.C.E. 45726 ; PURPOSE:
Expires 12-31_98 1. TO PROVIDE SEWER SERVICE TO 2100,21402148 MESA DRIVE,
NEWPORT BEACH.
q� OF CAL1F
OWNER:
■G
PREPARED BY;
SSW" "�/LC'"7 /ALAN
SHEET
EDN� B \G ENGINEERING
Carla Brockman
DNA
17981 Sky Park Circle, Site F
2100 MESA DR.
2700 Harbor View Dr.
Irvine, CA 92714
Corona D61 Mar, CA
Telephone (714) 261 -7440
COUNTY OF ORANGE
(714) 760 -6785
PORT /ON OF LOTS 119 -121
OF
BRIAN J.` ES R.C.E. 45726 EXP. 12/98 DATE
■G