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AC FEATHER (TYP) STA. 9+33.00 CL SAN BNDO AVE.
OR BCR F '�
COLD IN PLACE RECYCLE EXISTING END FEATHERjs
PAVEMENT AND AC OVERLAY 'QO x�
ao in ,sx� �FC� `SO
CURB GUTT ASO
CURB & GUTTER
0
STA. 10+67.00 CL SAN BNDO. AVE.'
OR ECR
END FEATHER
.5' TO 2' 3070 32'
5' 2470 26'
--- SAWCUT LINE
CL CITRUS AVE.
64' TO 72'
28' TO 30'
22' TO 24'
SAWCUT LINE----
l 0.20' TYPE A AC OVERLAY.
5'
TO 10'
STA. 91+00 TO STA. 116+19.50
11
CL SAN BERNARDINO AVE.
in, in, 99; X;nl
0.30' COLD IN PLACE RECYCLE
SECTION "B" — "B"
CORRECTIONS
RE NT tNGI
AL
LEGEND:
OVERLAY
N.T.S. z ;
THER BETWEEN
`Yty DIFF RENTAL OVERLAYS
W
Z
J
2
U
SECTION "C" — "C"
U
4
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Nil 23352 �
4 HX a. 12-31-97
APPROVED BY
4 24 9
CITY ENGINEER/CITY OF FONTANA DATE
COUNTY OF SAN BERNARDINO
TRANSPORTATION / FLOOD CONTROL DEPARTMENT
DRAWN BY DESIGNED BYPROD. ENGR.
u MAH. E.S.R. P.H.W. CITRUS AVENUE
f'6=� 4111019 FROM JURUPA AVENUE
CHIEF DESIGN ENGINEER DA TO
RECOMMENDED /APPROVED BY SAN BERNARDINO AVENUE
c `./ W 4-I a ql FONTANA AREA
ASST. 1DIRECTOR OF TRANSPORTATION DATE
F.B. REF. W.O. NO. SCALE SHT. N0. TOT. SHT'S.
DIRECTOR OF TRANSPORTATION DATE H 12336 AS SHOWN 4 7
mak-► 'NO , X A z LA oz -7 &tens
THICKNESS
LOCATION
T1
T2
T3
T4
FROM STATION
TO STATION
0.15'
0.25'
0.23'
0.35'
63+25
TO
63+50
C.I.P.
C.I.P.
SECT. B
TO
SECT.
C
0.25'
0.00'
0.35'
0.20'
75+00
TO
75+25
C.I.P.
MILL
SECT. C
TO
SECT.
D
0.00'
0.25'
0.20'
0.35'
79+75
TO
80+00
MILL
C.I.P.
SECT. D
TO
SECT.
C
0.25'
0.20'
0.35'
0.30'
91+00
TO
91+25
C.I.P.
C.I.P.
SECT. E
TO
SECT.
F
U
4
0
0
M
0
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�.• !
Nil 23352 �
4 HX a. 12-31-97
APPROVED BY
4 24 9
CITY ENGINEER/CITY OF FONTANA DATE
COUNTY OF SAN BERNARDINO
TRANSPORTATION / FLOOD CONTROL DEPARTMENT
DRAWN BY DESIGNED BYPROD. ENGR.
u MAH. E.S.R. P.H.W. CITRUS AVENUE
f'6=� 4111019 FROM JURUPA AVENUE
CHIEF DESIGN ENGINEER DA TO
RECOMMENDED /APPROVED BY SAN BERNARDINO AVENUE
c `./ W 4-I a ql FONTANA AREA
ASST. 1DIRECTOR OF TRANSPORTATION DATE
F.B. REF. W.O. NO. SCALE SHT. N0. TOT. SHT'S.
DIRECTOR OF TRANSPORTATION DATE H 12336 AS SHOWN 4 7
mak-► 'NO , X A z LA oz -7 &tens