S-2006-1.2W
6
P
W
0 —_
LOU
im
14 ~
13
SCALE. 1 "= 40'
►0
I 2
16
`ig P
-{
I �I I i I i� I i I I � r I '• I ', I I �—H -
:
m
+�i— --
I I I I
7 +00
WE---
10 � ry
6 +00
1 15
10' I S
IN
MINEM
ME
M■
-)PROFILE SCALE
HOR. 1" = 40'
VER. 1" = 4'
Inwuu
O
,h
SEWER CONSTRUCTION NOTES:
21 CONST. 8" VCP PER C.M.S.D. STDS. _– 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
�— CONST. 48" LD. SMH PER C.M.S.D. STD. S -100
25 SEWER PUMP TO BE MODIFIED BY OTHERS
26 CONST. 4" PVC CL 200 PER C.M.S.D. WITH 112" CRUSHED
ROCK BEDDING EXTENDING TO i' ABOVE PIPE
BENCH MARK
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 CENTERL
OF AMERICAN AVENUE. AND 3 FEET SOUTERLY OF THE
CENTERLINE OF VICTORIA STREET.
APP• ELEV. 78.365 LEVELED 2005
REFERENCES
FIELD BOOKI PAGE I REFERENCE PLAN
Public Services De-1J
l nOneaa ng DivisionApprov,,--141
For i7:- rovements iocated xbin puziic '-'�t
..3y, or public easements, an Qncrclut ` t
is requited prior tc. � Tart + 1.
yo
No. 33100
DF. 06/30/06
I- ClvIV/
I I
v;14J
Jj
Oil)
d,
i
\I
5 +00 6 +00 7 +00 8 +00
1.
C-4'j
0211111110-
BEARING /DELTA
mmworii��o
17
A
11m
E
N 41'3452" W
8.23
F
NORTH
13.73
OG
N 67'07' 15 W
28.69
H
N 89'37' 15 W
125.50
NOTE. <
EXIS71NG SEWER PUMP STA710N AND VALVE
VAULT TO BE MODIFIED BY OTHERS
DEVELOPER: DESIGNED BY: CHECKED BY:
PACIFIC RIM BUILDERS, L.P. DRAM''' By' CHECKED BY:
RECOMMENDED BY APPROVED BY:
3111 N. TUSTIN AVENUE, SUITE 220
ORANGE, CA 92865 SENKIR CIVIL ENGR. ASSIST. CIVIL ENGR.
TEL: (714) 974 -5111 APPROVED BY:
FAX: (714) 974 -5091
CITY ENGINEER – R.C.E. No. EXP.
II I
£I �
FORCE MAIN DATA TABLE
PREPARED BY:
2564 W. WOODLAND DRIVE
ANAHEIM, CA 92801
TEL: (714)527 -2552
FAX: (714) 527-2662
DANH CONIC HO DATE
DATE R.C.E. No. 33100 EXP. 6/30/06
SCALE 1 '= 30'
19
I
20' 10' 0' 20' 40'
GRAPHIC SCALE: 1' =40'
TRACT NO. 16070 SHEET 2
SEWER IMPROVEMENT PLAN OF 3
PLAN
CITY OF COSTA MESA NUMBER
DEPARTMENT OF PUBLIC SERVICES XX_)()(
{ 5
-2
1
BEARING /DELTA
RADIUS
LENGTH
TANGENT
E
N 41'3452" W
8.23
F
NORTH
13.73
OG
N 67'07' 15 W
28.69
H
N 89'37' 15 W
125.50
I
15'1927"
300.00
80.24
40.36:
N 73'23'40" W
14.51
PREPARED BY:
2564 W. WOODLAND DRIVE
ANAHEIM, CA 92801
TEL: (714)527 -2552
FAX: (714) 527-2662
DANH CONIC HO DATE
DATE R.C.E. No. 33100 EXP. 6/30/06
SCALE 1 '= 30'
19
I
20' 10' 0' 20' 40'
GRAPHIC SCALE: 1' =40'
TRACT NO. 16070 SHEET 2
SEWER IMPROVEMENT PLAN OF 3
PLAN
CITY OF COSTA MESA NUMBER
DEPARTMENT OF PUBLIC SERVICES XX_)()(
{ 5
-2
1