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990 RT.
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PROFILELENGTH = 54.4'5 CURB RETURN U '
LENGTH = 55.51 R = 35.00
HORIZ.= 111=401
R= 35.00 250' V.C.
VERT. Irl= 41
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RETURN DATA STA. 19+24.12
R = 35.00' PROPOSED EDGE
o= 90052'30" OF PAVEMENT
L= 55.51'
T= 35.54'
24
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CONTINUATION
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6 E.C., 40.00' RT -
STA. 24+99.27
RETURN DATA
B.C.$ 22.00' RT. R= 35.00'
STA. 19+25.86 6-89007'51
L = 54.45'
T = 34.47'
PROPOSED EDGE OF PAVEMENT
PLACE A.C. DIKE
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27
CONTINUATION
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6 E.C., 40.00' RT -
STA. 24+99.27
RETURN DATA
B.C.$ 22.00' RT. R= 35.00'
STA. 19+25.86 6-89007'51
L = 54.45'
T = 34.47'
PROPOSED EDGE OF PAVEMENT
PLACE A.C. DIKE
W
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LEGEND
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CALABASH STA 20 + 00
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THE PACIFIC BELL TELEPHONE
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J E- z (0 0 - i J = p U a (� Q U I- F- di z O
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6 E.C., 40.00' RT -
STA. 24+99.27
RETURN DATA
B.C.$ 22.00' RT. R= 35.00'
STA. 19+25.86 6-89007'51
L = 54.45'
T = 34.47'
PROPOSED EDGE OF PAVEMENT
PLACE A.C. DIKE
W
z
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R/W
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�QQSOf ESSI pNa`
Y J.
4 No. 23852
COUNTY OF SAN BERNARDINO
DEPARTMENT OF
• TRANSPORTATION / FLOOD CONTROL
DRAWN BY DESIGNED BY PROJ. ENGR.
N WCH/ENS DM GP
00 SUOMITT D BY SLOVER AVENUE
z !glee J CHIEF DESIGN ENGIN E FROM MULBERRY AVE.
U °='
RECOMMENDED /APPROVED BY TO ALMOND AVE.
(0 F -
ASST. DIRECTOR OF TRANSPORTATION GATE FONTANA AREA
Q• 5/41%, F. B. REF. W. 0. NO. SCALE $HT. NO. TOT. SHT'S.
DIRECTOR OF TRANSPORTATION DATE JL 6987 T00034 AS SHOWN 4 9
IJ L 7041