HomeMy WebLinkAbout5696-236" STORM DRAIN PER CITY
DWG. NO. 5698
v"T
YOU DIG T0111 DIG
•
PLACE
MICHIGAN
■
■
®� fS, A -ill,
12+54.07 E
1579.81 TC
12+53.62'f
1579.55 TC
0. 12' LT.
N
MUIRFIELD -MEDIAN DETAIL
SCALE. I " =40'
1 59.16$
c
m
CN
1.01
%_
LO
%_
�a
13+34.93 PCC
1584.47 TC
0. 12' RT.
C CN
U-)
U-)
ul)
tan
C'4
U-)
Lo
Lo
LO
00
00
u')
U")
CN
LO
U')
CATCH BASIN #7 DETAIL
111- 1 SEE SHEET 8
SEE SHEET 3 CITRUS A VENUE
PENNS YLIVANIA A VENUE
CWHIC SCALE
r
B12
BASIS OF BEARINGS: CITY OF FONTANA CALIFORNIA
Prepared For: THE BASIS OF 13EARINGS WAS TAKEN FROM THE CENTERLINE OF■
-15
CITRUS AVENUE AS SHOWN ON TRACT 16540, M.B. 299113 ONE STREff IMPROVEMENT PLANS
12AND PACIFIC COMMUNITIES., CORP BEING: NOO* I 64e W
BY:
TRACT NO. 18981
BENCHMARK HMG
100 N. BARRANCA AVE., SUITE 950 -
CALTRANS BENCHMARK NO. 8-17
WEST COVINA, CA 91791 GNED BY. MICHIGAN
BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' NIO #
(626) 858-8666 DBW1
HIGHLAND AVENUE, 0. 2 MI W/0 SAN SEVAINE ROAD, IN SOUTH
CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 Mi. WEST ICHECKED BY.
MEM M.■rd 5 WE
ALONG HIGHLAND AVENUE FROM SIERRA AVENUE RJA
EL
���fvm 131128 - 1428.609
is 111AN-4m = -a- o,
Oil
10 "Im i I Ill I I
NOT TO SCALE
CURVE & LINE
TABLE
K#T#7#7#7#T#A
011 PI FM
".03r.1001 UP
UNIONis
F.
M'11
fol
SCALE.
AS NOTED
DATE:
August, 2018
DRAWING NO.: 1
5696 i•