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11
BENCH MARK
7 +00
1
I
6 +00
DESCRIPTION: FIELD
BENCH MARK NO. HB- 243 -77
3 314" ALUMINUM BENCHMARK DISK STAMPED 'HB- 243 -77"
SET IN THE NORTHEAST CORNER OF A 4 PT. BY 11 FT.
CONCRETE CATCH BASIN, 260 FT WESTERLY OF THE CENTERLINE
OF AMERICAN AVENUE, AND 3 FEET SOUTERLY OF THE
CENTERLINE OF VICTORIA STREET.
APP. ELEV. 78.365 LEVELED 2005
5 +00
5 +31.90
74.64 80T OF WT
72.81 TOP OF SW
DATA TABLE
SCALE. 1'- 20'
- NOTE:
EA7S7ING SEWR PUMP STATION AND VALVE
VAULT 70 BE MODIFIED BY OTHERS
REFERENCES DEVELOPER: DESIGNED BY: -
PAGE REFERENCE PLAN PACIFIC RIM BUILDERS, L.P.
DRAWN eY:
3111 N. TUSTIN AVENUE, SUITE 220 RECOMMENDED BY:
ORANGE, CA 92865 SEWOR CML ENGR
TEL: (714) 974 -5111 APPROVED BY:
FAX: (714) 974 -5091
CHECKED BY:
CHECKED BY. —
APPROVED BY:
ASSIST. CIVIL ENGR.
CITY ENGINEER — R.C.E. No. EXP.
- t4 + T
SEWER CONSTRUCTION NOTES:
21 CONST. 8' VCP PER C.M.S.D. SIDS WITH 314'
CRUSHED ROCK BEDDING EXTENDING TO 1' ABOVE PIPE
22 CONST. 6" VCP PER C.M.S.D. STD. S -104 WITH 314'
CRUSHED ROCK BEDDING EXTENDING TO 1' ABOVE PIPE
23� CONST. 48' I.D. SUH PER C.M.S.D. STD. S -100
�— SEWER PUMP TO BE MODIFIED BY OTHER
26 CONST. 4' PVC CL 200 PER C.U.S.D. W17H 112" CRUSHED
ROCK BEDDING EXTENDING TO 1' ABOVE PIPE
��
� O O
r k 33100
E1P.000/06
\r%w. CIV�v
PREPARED BY:
2564 W. WOODLAND DRIVE
ANAHEIM, CA 92801
TEL: (714) 527 -2552
i, FAX: (714) 527 -2662
DANH CONG HO DATE
DATE I R.C.E. No. 33100 EXP. 6/30/06
PROFILE SCALE
HOR. 1" = 40'
VER. 1" = 4'
Put�k $etvims Dept.
�nc�r�eenng
Derision Approval
=or improvemen
tsr�t
A way or public easements, an enrW`
pe ,l it is requires' arrr to the Start C"
20' 10' 0' 20' 40'
GRAPHIC SCALE: 1' =40'
TRACT NO. 16070 SHEET 3
SEWER IMPROVEMENT PLAN of 3
PLAN
CITY OF COSTA MESA I NUMBER
DEPARTMENT OF PUBLIC SERVICES -
S -3
t
BEAMWIDELTA
R40KIS
LEACM
TANGENT
Q
N 88°01 '02' E
1.80
J
N 88'16'06' E
45.04
C
N 89'37'15' W
68.90
D
N 89'37'15' W
39.09
REFERENCES DEVELOPER: DESIGNED BY: -
PAGE REFERENCE PLAN PACIFIC RIM BUILDERS, L.P.
DRAWN eY:
3111 N. TUSTIN AVENUE, SUITE 220 RECOMMENDED BY:
ORANGE, CA 92865 SEWOR CML ENGR
TEL: (714) 974 -5111 APPROVED BY:
FAX: (714) 974 -5091
CHECKED BY:
CHECKED BY. —
APPROVED BY:
ASSIST. CIVIL ENGR.
CITY ENGINEER — R.C.E. No. EXP.
- t4 + T
SEWER CONSTRUCTION NOTES:
21 CONST. 8' VCP PER C.M.S.D. SIDS WITH 314'
CRUSHED ROCK BEDDING EXTENDING TO 1' ABOVE PIPE
22 CONST. 6" VCP PER C.M.S.D. STD. S -104 WITH 314'
CRUSHED ROCK BEDDING EXTENDING TO 1' ABOVE PIPE
23� CONST. 48' I.D. SUH PER C.M.S.D. STD. S -100
�— SEWER PUMP TO BE MODIFIED BY OTHER
26 CONST. 4' PVC CL 200 PER C.U.S.D. W17H 112" CRUSHED
ROCK BEDDING EXTENDING TO 1' ABOVE PIPE
��
� O O
r k 33100
E1P.000/06
\r%w. CIV�v
PREPARED BY:
2564 W. WOODLAND DRIVE
ANAHEIM, CA 92801
TEL: (714) 527 -2552
i, FAX: (714) 527 -2662
DANH CONG HO DATE
DATE I R.C.E. No. 33100 EXP. 6/30/06
PROFILE SCALE
HOR. 1" = 40'
VER. 1" = 4'
Put�k $etvims Dept.
�nc�r�eenng
Derision Approval
=or improvemen
tsr�t
A way or public easements, an enrW`
pe ,l it is requires' arrr to the Start C"
20' 10' 0' 20' 40'
GRAPHIC SCALE: 1' =40'
TRACT NO. 16070 SHEET 3
SEWER IMPROVEMENT PLAN of 3
PLAN
CITY OF COSTA MESA I NUMBER
DEPARTMENT OF PUBLIC SERVICES -
S -3
t