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CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE.,SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE,
ELEV,= 1428.6090
SECOND/
%
x "? \5
9
ESCAPE GRADING
9
INT. 15+15.12 BLUE SPRUCE LANE
STA. 10+00.00 GOLDEN OAK LANE
C.B.
I
CURB FACE
LOCAL DEPRESSION DETAIL
NOT TO SCALE
SEAL—ENGINEER
SS14
A.
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rn
No. 25917 m
Exp. 12 f31/05
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CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE.,SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE,
ELEV,= 1428.6090
SECOND/
%
x "? \5
9
ESCAPE GRADING
9
INT. 15+15.12 BLUE SPRUCE LANE
STA. 10+00.00 GOLDEN OAK LANE
C.B.
I
CURB FACE
LOCAL DEPRESSION DETAIL
NOT TO SCALE
SEAL—ENGINEER
SS14
A.
w��o Pip
rn
No. 25917 m
Exp. 12 f31/05
clv�\_
OF
G711 r/