HomeMy WebLinkAbout5847-4Co
M
BLOCK 1 CoS=2,00°i
00
STA. 17+00, 00
S=-1 , 56%
M
w
0
0
cu
r. S=2 , 0 0%
BL OCK 1 M
STA. 16+50, 00 S=-2,15%
Co
Cu
BLOCK 1 Cu'
STA, 16+00,00
S=-2,19%
BLOCK 1 cu
c'
STA. 15+5 0 , 0 0 m
Co110
BLOCK 1
M
STA, 15+32,54
0%
0
0
0
X—SECTI❑N DIST, FROM BASE LINE
REFERENCE ELEV,= 33,00
w
CA
m
-Q
I
0 0
o (u
Cu N
S=2 , 0 0%
S=2,00
S=2 , 0 0%
I
d-
Un
M
Lo
Ln
M
Ln
Ui
Co
.-i
oj
u0
M
0
0
M
BLOCK 1 M
STA. 17+86,27
S=-1 , 71
BLOCK 1 N
STA, 17+50, 00
S--1,56
0
0
0
X—SECTI❑N
DIST,
FROM
BASE LINE
REFERENCE
ELEV,=
37,00
k
CU
%D
0
00
0
0
I
w
00
'CD
U / It
0
oj Q1
Co
0
Cu
S-:=2 , 0 0%
S-2 , 0 0%
i
00
C7
d'
r
CD
O
M
VERTICAL_ SCALE: 1 inch = 3 feet BENCH MARK: CALTRANS BM # 8-17
DESCRIPTION: BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF THE
H❑ R I Z❑ N T A L SCALE: f i n c h = 8 feet SCE TOWER 343' NORTH OF HIGHLAND AVE., 0.2 MI. WEST OF SAN SEVAINE
RD. 2.65 MI WEST OF, SIERRA AVE., ELEV. = 1428.609 MCN 14-028, DRP 18-025, TTM14-002EX