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ry' VARIES 50' TO 66'
I—
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wi
L VARIES VARIES 37' TO 54'
o12' TO 14'
r I
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I
6,
MEDIAN CURB LIMITS
-Sc
STA 150+50 TO 153+28
0.5' STA 154+82 TO 179+60
STA 180+72 TO 186+00
2:1 MAX.
SLOPE TO°
JOIN EXISTING \ T / °
GROUND y 2% & Var
�
21 -X** 1 40
SEE PLANS FOR RAISED
MEDIAN LIMITS
BEGIN PAVEMENT STA 152+00 TO 185+00
C&G AND SW LIMITS
STA 155+05 TO 170+49
STA 173+32 TO 183+00
55'
43.5'
I
VARIES 135' TO 187'
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I
i
VARIES 4' TO 24'
MEDIAN
=)i
UI
vi 31
1% 1%
MIN. MIN.
VARIES 85' TO 91'
63'
I'
MEDIAN CURB LIMITS
STA
149+50
TO
153+28
STA
164+49
TO
169+00
STA
175+92
TO
178+30
STA
180+72
TO
186+00
2% & Var
I 22
JURUPA AVENUE
STA. 150+00 TO STA. 186+00
T. I. =10.0
146'
O;
�
; I ,VARIES
n i I 4 TO 24
MEDIAN
;
I i
i
31
i 1% 1%
i
Ja c-
2% & Var I M--- -
-------------
SEE PLANS FOR RAISED
MEDIAN LIMITS
VARIES 50' TO 62'
40'
EXISTING C & G
AND SW TO REMAIN
STA 134+32 TO 137+18
SEE PLANS FOR RAISED
MEDIAN LIMITS
2% & Var
63'
91'
28'
VARIES 28' TO 83'
VARIES
SW
!
VARIES
i
EX ;
I
2% & Var SW i
-- - - - - - - - - - - -_ -- --
u \(D
JURUPA AVENUE
STA. 141+00 TO STA. 150+00
T. I. =10.0
I
VARIES 141' TO 153'
VARIES 53' TO 63'
log
VARIES
4' TO 2 4'
�k MEDIAN
I
I
1, 31
�!
1% 1%
MIN. MIN.
i 22
JURUPA AVENUE
STA. 113+63 TO STA. 141+00
T. I. =10.0
91'
2% & Va
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i VARIES
w;wo
o 12' TO 15'
w:
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;
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0.5'
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VARIES 1135TO 155'
VARIES 50' TO 70'
VARIES 36' TO 57'
VARIES
4' RT TO 7' LT
MEDIAN CURB LIMITS
STA 195+00 TO 207+31
STA 208+73 TO 233+55
STA 234+80 TO 245+50
_2% & Var
VARIES
4' TO 24'
* MEDIAN
1DL2
2 21 I
JURUPA AVENUE 7
STA. 195+00 TO STA. 245+50
T. I. =10.0
50'
13'
37'
135'
57'
REMOVAL NOTES
40
REMOVE
EXISTING
57'
41
i
EXISTING
28'
VARIES
I '
EXISTING
CURB
43
!X
EXISTING
CURB & GUTTER
MEDIAN CURB LIMITS
Iw
MEDIAN
CURB
LIMITS
i
;
STA
195+00
TO
198+50
!
STA
203+50
TO
207+31
STA
217+49
TO
223+52
VARIES
STA
228+39
TO
233+55
cn I
;
STA
243+48
TO
245+50
FSWT
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!
1% 1%
2% & Var
i
-
-------------------
-----------`--�—
2% & Var
I
1DL2
2 21 I
JURUPA AVENUE 7
STA. 195+00 TO STA. 245+50
T. I. =10.0
50'
13'
37'
135'
57'
NOTE-. T. I . =10.0
NO PAVEMENT IMPROVEMENTS ON
NORTH SIDE FROM STA 185+00 TO 194+95
Iry
VARIES 28' TO 38' ! 0
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I iw
I
I
VARIES
I
SWT ------ Imlli
12 41 STA 113+63 TO 115+85
STA 125+55 TO 127+00
21 43 STA 113+63 TO 127+00
CONSTRUCTION NOTES
T CONSTRUCT 6 %2" AC OVER 4" CMB
0 11
GRIND EXISTING Z AC PAVEMENT AND PLACE 2
OVERLAY
t. GGN TR ins_ 611 GURB PER e+TY 19FF N 5+$�
16$1E�
12 CONSTRUCT 4" PCC SIDEWALK PER CITY OF
FONTANA STD. NO. 1006
21 CONSTRUCT 8" CURB & GUTTER PER CITY OF
FONTANA STD. NO. 1000
22 CONSTRUCT 8" CURB PER CITY OF FONTANA STD.
NO. 1 000
31 CONSTRUCT TYPICAL MEDIAN TREATMENT, SEE
LANDSCAPE PLANS
REMOVAL NOTES
40
REMOVE
EXISTING
PAVEMENT
41
i
EXISTING
I '
VARIES
I '
EXISTING
CURB
43
REMOVE
EXISTING
CURB & GUTTER
MEDIAN CURB LIMITS
4' TO 18'
i
MEDIAN
STA 186+70 TO 195+00
MEDIAN CURB LIMITS
i
STA 186+70 TO 189+00a
i
a
VARIES
STA 194+00 TO 195+00
cn I
31
V)--
40
1% 1%
SW
i — TyP�
2% & Var
I
M--� N� -N°
42
2% & Var
`-----------------------------------+
-
_-_
------------------
_
-----------
-- - - - - - - ------------
i
22
40
STA 186+00 TO 192+00
JURUPA AVENUE
STA.
186+00 TO STA.
195+00
7 STA 192+00 TO 195+00
NOTE-. T. I . =10.0
NO PAVEMENT IMPROVEMENTS ON
NORTH SIDE FROM STA 185+00 TO 194+95
Iry
VARIES 28' TO 38' ! 0
Iz
I
1V)
,x
I iw
I
I
VARIES
I
SWT ------ Imlli
12 41 STA 113+63 TO 115+85
STA 125+55 TO 127+00
21 43 STA 113+63 TO 127+00
CONSTRUCTION NOTES
T CONSTRUCT 6 %2" AC OVER 4" CMB
0 11
GRIND EXISTING Z AC PAVEMENT AND PLACE 2
OVERLAY
t. GGN TR ins_ 611 GURB PER e+TY 19FF N 5+$�
16$1E�
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. 1 000
31 CONSTRUCT TYPICAL MEDIAN TREATMENT, SEE
LANDSCAPE PLANS
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F-
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Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE �� Prepared Under The Supery I s 1 on of CITY O F F O N TA N A, CA L I F O R N I A
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT � ,���""`����� �° e�°FESS'°N4� F � JURUPA AVENUE STREET I M PROVEN E NTS
o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �e � DRAWN BYc MM
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER � s M Z SCALE`
DIAL TYPICAL SECTIONS - 2 No SCALE
HDR ENGINEERING, INC. BEFORE DA�SWBEFORE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO °` �R125 X309 A DESIGNED BY: DATE:
2880 MARKET STREET, SUITE 100 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS �T civic ,'� �T 12/5/2007
AND STANDARDS I N EFFECT. 'TF of cn�F°�� CHECKED BY: APPR,O�I D BY: - 7 ,/ u DRAWING N0.• 7
RIVERSIDE, CA 92501 TOLL FREE I-800-227-2600 � �, Date : 12/5/07 �'�� vt,�, 03/�/�� •
(951) 320 7300 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT T K 4 3 12
J1. CITY ENGINEER DATE: 47
\\ora-filsrv01 \ustnproj\200093\003\project_drawings\general\200093b02.dgn 12/4/2007 8: 28: 46 PM DFLTUSER
REMOVAL NOTES
40
REMOVE
EXISTING
PAVEMENT
41
REMOVE
EXISTING
SIDEWALK
F4 2
REMOVE
EXISTING
CURB
43
REMOVE
EXISTING
CURB & GUTTER
I
0
F-
I cn
!w
Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE �� Prepared Under The Supery I s 1 on of CITY O F F O N TA N A, CA L I F O R N I A
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT � ,���""`����� �° e�°FESS'°N4� F � JURUPA AVENUE STREET I M PROVEN E NTS
o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �e � DRAWN BYc MM
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER � s M Z SCALE`
DIAL TYPICAL SECTIONS - 2 No SCALE
HDR ENGINEERING, INC. BEFORE DA�SWBEFORE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO °` �R125 X309 A DESIGNED BY: DATE:
2880 MARKET STREET, SUITE 100 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS �T civic ,'� �T 12/5/2007
AND STANDARDS I N EFFECT. 'TF of cn�F°�� CHECKED BY: APPR,O�I D BY: - 7 ,/ u DRAWING N0.• 7
RIVERSIDE, CA 92501 TOLL FREE I-800-227-2600 � �, Date : 12/5/07 �'�� vt,�, 03/�/�� •
(951) 320 7300 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT T K 4 3 12
J1. CITY ENGINEER DATE: 47
\\ora-filsrv01 \ustnproj\200093\003\project_drawings\general\200093b02.dgn 12/4/2007 8: 28: 46 PM DFLTUSER