HomeMy WebLinkAbout2103-b44.00' FROM CL
-rri nn' r-r�ne A nr 01 7'
� d L
�i
60 70 -
SECTION B -B
CL OF ARROW 8c END
,21'
X � Z�lll x
(56.42'), ���(56.54')
�x x
In
(56.81') (56.95')
O
0 0
O
Cl
+ N
CD In
c"ll
x
(57.03')
x
(56.76')0/
x
(57.21')
12.70'
x 6.60'
X (57.20')
(57.08')
x
(57.02')
x
(56.95)
x
(56.84')
39.80'__aft
MAYERS INCOMETAX
8456 CITRUS AVE
829-2021
0
0
d -
57.60')
20.00'
X
(58.30')
BLOCK WALL
20.6 0'
(58.46')
9.80'10.00`
0
(58.93'T)
0 r(5\ 8.52'8 19.5 0'
1`0) (58.58') (58.58')
(58.67'
x
x
x
x
(57.39')
(57.50')
(57.64')
(57.80')
(58.00')
(57.78')
2.90
1
Q
t(5,8.17')
x
x
x
x
U
o
(57.35')
(57.61')
(57.89')
(58.07')
(58.28')
(58.50')
(58.78')'
58.78')J
m
0
x
x
x
x x
x
Al
0
(57.24')
(57.49')
(57.70')
(57.86')
(58.02') (58.23')
(58.47')
(58.75')
00
x
x
x
x x
V
(57.05)
(57.34')
(57,53')
(57.75')
(57.93') (58.25')
(58.55')
(58.76')
(56.91') (57.05') (57.26')
x x x
5� JOINT ACCESS
�o
3
x x
(57.47') (57.66') (57.88')
x x x
PULL BOX
(56.99')6(2(
57.03')0 ���
(57.21') B
(57.38')
(57.60' )
x
x
x
x
x
(57.39')
(57.50')
(57.64')
(57.80')
(58.00')
00
LO
0
Q
LO
00
0
Q
cITRUS AVE
REV.
x
(58.12')
N�
A
A X ��
(57.98') ,�nR
REVISION DESCRIPTION
x
(58.28')
(58.27')
x
(58.61')
WM
�o
X x
(58.25') 1 (58.67') 2 (59.03'
x
(58.47')
x
(58.74) (59.01'
(58.95')
CD o
+�
F
OF
DIRT
r
DATE I ENGR, I CITY I DATE
repared Under The Supervision Of
N. T. S.
44.00' FROM CL
im
SECTION A- A
N.T.S.
W
z
6" AC DIKE
CONSTRUCTION NOTES & QUANTITY ES-HMATE:
CD CONSTRUCT 6'r AC DIKE PER SECTION A -A 105 LF
OINSTALL 4" EDGE LINE WHITE STRIPE 110 LF
O CONSTRUCT 21' AC BERM PER SECTION B -B 25 LF
(58.25'T)
(58.25'B)
(58.25')
TD
FS
TC\FL
WM
EP
PP
DRAWN BYE
MSA
DESIGNED BY:
MSA
Date CHECKED BY:
a _
F.MOLINOS R.C.E. 40964 FM
EX. ELEVATION TOP
EX. ELEVATION BOTTOM
EX, ELEVATION
TOP OF PROPOSED AC DIKE
FINISHED SURFACE
TOP OF CURB\FLOW LINE
WATER METER
EDGE OF PAVEMENT
POWER POLE
SCALE: 1"-10'
CITY OF FONTANA, CALIFORNIA
PROPOSED BERM PROJECT SCALE:
FOR DATE:
CITRUS & ARROW N\W CORNER OF INTERSECTION 3/2/92
APPROVED BY: /DRAWING NO.:
DATE:
CITY ENGINEER R.C.E. 25126