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PROFILE SCALE
HORIZ: 1 40'
VERT.
11
10
9 8 7 6
ES:
JOIN EXISTING
SEWER MAINHOLE
CONSTRUCT 8" VCP SEWER MAIN (EXTRA STRENGTH)
ST CONCRETE MANHOLE PER CITY STD. DWG.NO. 112
A2
z /V SIDI
F z )", s/10F
C:>
70
EX. AC PAVEMENT
70
(68.7)FS �-q Ex. AC PAVEMENT
EX. MH#19
PER DWG#1095
STA=10+00.00 (S)
=10+71.10 (CATAWBA AVE)
=13+13.58 (RANDALL AVE)
A2 MH 0
STA=6-4- 7 1 Q(,-,)
=7+56.06 (CATAWBA AVE.
2
A
0.8'
6.2'
7.0'
G
EX, E'LY CURB AND GUTT FR
CAlre 4,1119A A k1N
00 '0 20'
r-�� 1 1
2
-co 0 20' N45'00'1 0"E
r .
CE AkEMAL 1 2 L=5.90'
A2
_X
I -
_S
V_ N 1 Q�:E
0' = " —*-EX. 8"
VCP SEWER
E�X
A -C -P
If
qC-P EVE R_
WC_F�WkTTTEF�_
24'
M H N 0. 1
EX, MH #18 PER DWG #1095
60 60
STA=9+94.65(S)
T STA=6+63.29
(S)
EXISTING 8" VCP DEPTH
VAR,
=13+20.58(RANDALL AVE.)
=10+77,50(CATAWBA AVE.)
L
'44
:zs
1
=7+49.06
(MODIFY EXIST
(CATAWBA AVE)
M.H. BASE)
(0'
S=0.0 148 PER
(S'LY DIRECTION)
- 3.18')
PLAN
I
W�
I CD
PROPOSED 8" VCP
cr_
W
PER PLAN A2
Z)
S=0.004
(S'LY DIRECTION)
m
Old
:D
m
50
50
CATAWBA AVENUE
L.Li
>�
0 20 40 80
>_
z
Ui
TYPICAL
SECTION A -A
SCALE : 1"=40'
A2
RANDALL AVENUE
Es /04;,-
4e
OWNER/DEVELOPER:
ENGINEER
NO. REVISIONS
CITY
E SUPERVISION OF:
CITY OF
FONTANA, CALIFORNIA
G -L
TSE YING FAN AND SHIH YU FAN*
AND RAY WONG, OWNERS.
BM #8-17
ELEV= 1428.609
F
25
OCUS ENGINEERING, INC.
MAUCHLY, SUITE 317
SEWER
_NT PLAN
IMPROVEME
45846
C/O CAL -BEST
REALTY
NSPORTATION
IRVINE,
L�j No. 41497
cz: TEL:
CA 92618
(949) 450-0590
J.H. LEE
SCALE:
PER PLAN
Exp.
BRASS DISC.
MARKED 8-17
EXP. 12/31/07
E N U E
C T��
VI
NORTH SIDE
FO HIGHLAND 1300 FEET
FAX: (9 4
1A _AV DATE:
A
311 EAST VALLEY BLVD.,
SUITE 108
EAST
SE OF AN EDISON
cfv1\1
ALEX. C CA
rAW N
A V
Vg /Uf/j,� SYCAMORE LANE) 2005-09-19
OF C
SAN GABRIEL, CA 91776
TEL: (626) 571-6688
FAX: 571
27 MOVE SEWER 2' E'LY 0 CATAWBA AVE. cCL&4
TOWER.
OF C�0
DATE 11 �114910
V
7 CHECKED BY:
DWG NO. 5
7. e57
(626) -8566
I
LeA�05/18/0
E EXTEND SEWER CONN cc 64
LIE C. LIU, RCE: 41497
C. C. L6
1
1
3942 5
tITY ENGINaR
R.C.E. 51152 DATE: