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60'
VARIES 48' TO
I 2% & Var
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SEE PLANS FOR RAISED
MEDIAN LIMITS
FROM 74+34 TO 98+94
12/
I
120'
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MEDIAN
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VARIES
4' TO 14'
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2% & Var
------------
---------- — — ---------
JURUPA
--------JURUPA AVENUE
STA. 74+34 TO STA. 100+00 (BACK)
T.I.= 10
i
VARIES 118' TO 120'
VARIES 60' TO 68' VARIES 50' TO 611
48' TO 56' _i VARIES 40' TO 48'
STA 64+92 TO 67+23 VARIES
(SEE SHT L-2) 4' TO 14'
MEDIAN
I'
i
VAR i
9' TO i
v 22
7 42 31 P
a ,
2% & Var �' I 2% & Var
----��1-------------------------------- - i ��------------------------------ -----
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SEE PLANS FOR RAISED JURUPA AVENUE
MEDIAN LIMITS
STA. 55+00 TO STA. 74+34
�E FROM 66+26 RT TO 74+34 RT T. I . = 10
64+92 LT TO 74+34 LT
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do VARIES 118' TO 144' (152' @ BUS STOP)
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STA 107+00 TO 0-1,
STA 107+65 0.. i
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(SEE SHEET 0-
159-160) i
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4:1 MAX.
SLOPE TO 2%
JOIN EXISTING \\ (TYP. )
GROUND /
/
/
/
12
BLOCKWALL
STA 106+38 TO
STA 107+00
(SEE SHEET
159-160)
4:1 MAX.
SLOPE TO \
JOIN EXISTING \\\\\ 2%
GROUND
/
/
/
JU
VARIES 68' TO 78' i VARIES 52' TO 66' 75' @ BUS STOP
i (22' @ i
12' VARIES 56' TO 66' i VARIES 40' TO 54' BUS STOP o
I I U)
0
! 37.5VARIES I o
16.5' TO 0' I
VARIES
4 TO 23 !
MEDIAN Ln Ld 6' 10.5'
I 43 SW f`
i 5' i
i /
41 2% & 2% Typ i ,
& Var---I----- 2/ & Var
vary- 4:1 MAX.
1 \
--------------------------------- SLOPE TO
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12 JOIN EXISTING
RUPA AVENUE 6 I 21 GROUND
\\ora—filsrv01 \ustnpro
STA. 46+35 TO STA. 54+70
T.I.= 10
HDR ENGINEERING, INC.
2880 MARKET STREET, SUITE 100
RIVERSIDE, CA 92501
(951) 320-7300
093\003\project—drawings\general\200093b01.dgn
REV. I REVISION DESCRIPTION
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
12/4/2007
8:28:46 PM DFLTUSER
DATE I ENGR. I CITY I DATE
50'
43'
2% & Var
i
]VARIES 1201 TO 124/
VAR I ES 60. 5' TO 64'
53'
n�
i
14'
,o
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0
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1 MEDIAN STA 107+00 48 1 5 :�
i
2, i TO 113+63
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I 31 43
2I / II N. @2%
41 2%
M NomM
. ..�— & Var (TYP. )
JURUPA AVENUE
STA. 107+00 TO STA. 113+63
T.1.=10.0
I
i VARIES 120' TO 1 35'
i
VARIES 50' TO 54' _i VARIES 60' TO 75'
i
43' _i_ 53'
!
!
34.5' 1 8. 5'
i
10' VARIES
BLOCKWALL
STA 107+00 TO
STA 110+43
(SEE SHEET
159-160)
/
4:1 MAX.
SLOPE TO
\ JOIN EXISTING
GROUND
4 TO 14
MEDIAN
STA 100+60 48
1. 5' 112'
'
TO 107+00
I BLOCKWALL
STA 100+49 TO
0 1,
I'
!
I'
12
BLOCKWALL
STA 106+38 TO
STA 107+00
(SEE SHEET
159-160)
4:1 MAX.
SLOPE TO \
JOIN EXISTING \\\\\ 2%
GROUND
/
/
/
JU
VARIES 68' TO 78' i VARIES 52' TO 66' 75' @ BUS STOP
i (22' @ i
12' VARIES 56' TO 66' i VARIES 40' TO 54' BUS STOP o
I I U)
0
! 37.5VARIES I o
16.5' TO 0' I
VARIES
4 TO 23 !
MEDIAN Ln Ld 6' 10.5'
I 43 SW f`
i 5' i
i /
41 2% & 2% Typ i ,
& Var---I----- 2/ & Var
vary- 4:1 MAX.
1 \
--------------------------------- SLOPE TO
i \
12 JOIN EXISTING
RUPA AVENUE 6 I 21 GROUND
\\ora—filsrv01 \ustnpro
STA. 46+35 TO STA. 54+70
T.I.= 10
HDR ENGINEERING, INC.
2880 MARKET STREET, SUITE 100
RIVERSIDE, CA 92501
(951) 320-7300
093\003\project—drawings\general\200093b01.dgn
REV. I REVISION DESCRIPTION
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
12/4/2007
8:28:46 PM DFLTUSER
DATE I ENGR. I CITY I DATE
50'
43'
2% & Var
i
]VARIES 1201 TO 124/
VAR I ES 60. 5' TO 64'
53'
n�
i
14'
,o
IUj
7, IV)
0
OR I I' io
i�
1 MEDIAN STA 107+00 48 1 5 :�
i
2, i TO 113+63
i
I 31 43
2I / II N. @2%
41 2%
M NomM
. ..�— & Var (TYP. )
JURUPA AVENUE
STA. 107+00 TO STA. 113+63
T.1.=10.0
I
i VARIES 120' TO 1 35'
i
VARIES 50' TO 54' _i VARIES 60' TO 75'
i
43' _i_ 53'
!
!
34.5' 1 8. 5'
i
10' VARIES
BLOCKWALL
STA 107+00 TO
STA 110+43
(SEE SHEET
159-160)
/
4:1 MAX.
SLOPE TO
\ JOIN EXISTING
GROUND
STA. 100+00 (AHEAD) TO STA. 107+00
T. I. =10.0
CONSTRUCTION NOTES
OI CONSTRUCT 61/2" AC OVER 4" CMB
O6 GRIND EXISTING 2" AC PAVEMENT AND PLACE 2"
OVERLAY
GRIND EXISTING 9." AC PAVEMENT AND PLACE 2"
OVERLAY
12 CONSTRUCT 4" PCC SIDEWALK PER CITY OF
FONTANA STD. NO. 1006
21 CONSTRUCT 8" CURB & GUTTER PER CITY OF
FONTANA STD. NO. 1000
22 CONSTRUCT 8" CURB PER CITY OF FONTANA STD.
NO. 1000
31 CONSTRUCT TYPICAL MEDIAN TREATMENT, SEE
LANDSCAPE PLANS
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ".W,�'"'"mob
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,'
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS �g
AND STANDARDS IN EFFECT.
Prepared Under The Supervision Of
O QRofESS/ov
4
e�' F
m 5 T Z
7374 r
x,12-31-09
s CIVIL\P
TqT� D F C A\ -\F
Date 12/5/07
SEE PLANS FOR RAISED
MEDIAN LIMITS
REMOVAL NOTES
40 REMOVE EXISTING PAVEMENT
E REMOVE EXISTING SIDEWALK
42 REMOVE EXISTING CURB
43 REMOVE EXISTING CURB & GUTTER
48 REMOVE EXISTING BLOCK WALL
CITY OF FONTANA, CALIFORNIA
JURUPA AVENUE STREET IMPROVEMENTS
DRAWN BY. MM SCALE:
NO
TYPICAL SECTIONS - 1 DAM SCALE
DESIGNED BY. TYPICAL
12/5/2007
CHECKED BY: APPROVED BY: DRAWING NO.: 6
TK
I--�� �'r-`'� 4312
J1. CITY ENGINEER DATE: 47
4 TO 14
MEDIAN
STA 100+60 48
1. 5' 112'
'
TO 107+00
I BLOCKWALL
STA 100+49 TO
0 1,
I'
!
I'
W
STA 107+00
<
,
I (SEE SHEET
~
v
i 31
U
I 43
159-160)
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a
a
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2% I /
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6
22
6
12 JOIN EXISTING
JURUPA
AVENUE
I
21 GROUND
STA. 100+00 (AHEAD) TO STA. 107+00
T. I. =10.0
CONSTRUCTION NOTES
OI CONSTRUCT 61/2" AC OVER 4" CMB
O6 GRIND EXISTING 2" AC PAVEMENT AND PLACE 2"
OVERLAY
GRIND EXISTING 9." AC PAVEMENT AND PLACE 2"
OVERLAY
12 CONSTRUCT 4" PCC SIDEWALK PER CITY OF
FONTANA STD. NO. 1006
21 CONSTRUCT 8" CURB & GUTTER PER CITY OF
FONTANA STD. NO. 1000
22 CONSTRUCT 8" CURB PER CITY OF FONTANA STD.
NO. 1000
31 CONSTRUCT TYPICAL MEDIAN TREATMENT, SEE
LANDSCAPE PLANS
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ".W,�'"'"mob
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,'
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS �g
AND STANDARDS IN EFFECT.
Prepared Under The Supervision Of
O QRofESS/ov
4
e�' F
m 5 T Z
7374 r
x,12-31-09
s CIVIL\P
TqT� D F C A\ -\F
Date 12/5/07
SEE PLANS FOR RAISED
MEDIAN LIMITS
REMOVAL NOTES
40 REMOVE EXISTING PAVEMENT
E REMOVE EXISTING SIDEWALK
42 REMOVE EXISTING CURB
43 REMOVE EXISTING CURB & GUTTER
48 REMOVE EXISTING BLOCK WALL
CITY OF FONTANA, CALIFORNIA
JURUPA AVENUE STREET IMPROVEMENTS
DRAWN BY. MM SCALE:
NO
TYPICAL SECTIONS - 1 DAM SCALE
DESIGNED BY. TYPICAL
12/5/2007
CHECKED BY: APPROVED BY: DRAWING NO.: 6
TK
I--�� �'r-`'� 4312
J1. CITY ENGINEER DATE: 47