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STA. 123+20.08 PHILADELPHIA AVE.
40 DRIVEWAY
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STA. 121+79.16' ; PHILADELPHIA AVE.
PHILADELPHIA AVE. c�
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CITY OF FONTANA
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PHILADELPHIA AVE. 8c CITY LIMfT J
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119 120 EXIST. E.P. 121 12 2^^" 4 123 124 127 12E w
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R I V E R S I DE C O U N T Y N V-) Lo 1 27' 3 5 nFN R I 2 4 6 2 1 0
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____________________ _ ______ — _ __�--------- --- —
___ _ __ _ __ —---------------- _----- �-_--------------- — — U
- -- --- ------ ------— — — — — — — — — — — — — — — — — — — - - - - -I I �--------------- ---___________________
EXISTING RAILROAD CROSSING EXISTING CURB & GUTTER 4 I �
SYMBOL TO REMAIN AND SIDEWALK
I
STA. 121+79.16 PHILADELPHIA AVE.
I I
BEGIN STRIPING & STRIPING REMOVAL. I
� I I
CONSTRUCTION NOTES: O
O APPLY TWO WAY LEFT TURN LANE, DETAIL 32.
�2 RAILROAD GATE BY OTHERS.
O APPLY 4" DOUBLE YELLOW STRIPE, DETAIL 29.
�4 APPLY 4" DOUBLE YELLOW, DETAIL 22.
O APPLY DOUBLE LIMIT LINE, (STANDARD PLAN A24E).
APPLY PER CALTRANS TRAFFIC MANUAL, FIGURE 6-44 (NON METRIC).
O INSTALL R7/ TYPE K MARKER.
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
1 1'
REMOVAL NOTES: ❑
u NLMUVL LAI'51INU 4- DUU13LE YELLOW , DETAIL 22.
❑2 REMOVE EXISTING 4" WHITE.
❑3 REMOVE EXISTING 4" DOUBLE YELLOW, DETAIL 29.
❑4 REMOVE EXISTING LIMIT LINES.
❑5 REMOVE EXISTING SURFACE MOUNTED CHANNELIZER,
TYPE F.
REMOVE EXISTING K—RAIL.
R REMOVE EXISTING CRASH CUSHION.
EXISTING NOTES: O
U Lx15IINU 4 UUUBLE YELLOW STRIPING, DETAIL 22
TO REMAIN.
20 EXISTING RAILROAD CROSSING SYMBOL TO REMAIN.
OEXISTING 4" WHITE TO REMAIN.
40 EXISTING SURFACE MOUNTED CHANNELIZER, TYPE F
TO REMAIN.
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
LI REe0&0 DPAW/liG ,5- wl CITY ENGINEER MAY REQUIRE REVISIONS TO THE
REV, PLANS TO BRING THEM INTO CONFORMANCE WITH
REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
KCT CONSULTANTS, INC.
Civil Engineers - Surveyors - Planners
P.O. Box 5705 Riverside, CA 92517-5705
4344 Latham St., Suite 200, Riverside, CA 92501
'�► Phone: 9091341-8940 Fax: 9091341-8945
e-mail: kctinc@kctconsultants.com
FA
0 20 40 80 120 160
SCALE: 1 INCH = 40 FEET
SIONINO AND STRIPINO GENEF2A1— NOTES
I- ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING
AND STRIPING SHALL CONFORM TO THESE PLANS. THE
STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA AND THE
STANDARD SPECIFICATIONS FOR THE STATE OF CALIFORNIA
(LATEST NON—METRIC EDITION).
2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF
FONTANA STANDARD STENCILS.
3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD
THERMOPLASTIC PER SPECIAL PROVISIONS.
4. TRAFFIC SIGN DIMENSIONS COLOR AND LETTERING SHALL_
CONFORM TO THE LATEST CALTRAN S SIGN SPECIFICATIONS
SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO
CALTRAN S SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE
SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE
PLANS.
S. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POST,
UNLESS OTHERWISE SHOWN, PER CITY STANDARD DETAIL—
NO-
ETAILNO- 1,39.
6. IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO
MAINTAIN BARRICADES, DELINEATORS OF OTHER TRAFFIC
CONTROL AT ALL TIMES.
7. CONTROL POINTS OR "CAT—TRACKING" TO BE APPROVED
BY THE ENGINEER 2 WORKING DAYS PRIOR TO PAVEMENT
STRIPING APPLICATION.
S. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY
METHOD AS APPROVED BY THE ENGINEER.
RECORD DRAWING
Z e9=0L
TERESITO N TABIOLO DATE
Q�OFES%A/44
y TERESITO N. TABIOLO m
RCE No. 38826
Exp. 3-31-01
�'9T CIVIC- ��\P
F OF C
repared Under The Supervision Of :
I.P. 000056 MS 3792
SEAL COUNTY APPROVED BY RIIVERSIDE COUNTY:
Q��FESIONq/ DATE l via
<<c
� 2
KHALED A. OTHMAN
RCE No. 33950 FOR T M SPORTATION PA* T RIVERSIDE COUNTY, CALIFORNIA
Exp. 6-30-02 KHALED A. OTHM N
��qTF OF VCA �FR.C.E. N0. 33950 EXP.DATE 6/30/02
CITY OF FONTANA, CALIFORNIA
SIGNING AND STRIPING PLAN
DRAWN BY: SCALE:
DESIGNED BY:
PHILADELPHIA AVENUE DATE: 1:40
8/23/00
Date: Z$ _Azj CHECKED BY: APP /ED BY,: DRAWING NO.: 4
TERESITO N. TABIOLO R.C.E. 38826 EXP.3-31-01 DATE: �!D—(�rJ Z8,/_
CITY TRAMC ENGINE R.C.E. 26690 �P
STA, 128+25.08 PHILADELPHIA AVE.
CL 40' DRIVEWAY
PHILADELPHIA
AVE.
STA. 134+71.59 PHILADELPHIA
40' DRIVEWAY0��
AVE.CD of
I
O EXISTING RAILROAD
o
CROSSING SYMBOL
EXISTING W47
TO REMAIN
TO REMAIN
O
'I
w
EXISTING BARRICADE
Li
JOIN
TO REMAIN
1
EXISTING
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128
129
"�" 30
131
132
134
135
13
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_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ _.— _ _ _ _ _ _
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_ _ _ _ _ _ _ _ _ _ _ _ _ _-�—
—, — —— — —
—
— — — — �- _ _ _ _ _ _
_ _ _ _ _ _ _ _ _ _ _
—
— --
— — --- — — -- —
— --- _ ---
-----------
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/----------
-----------
---------�
EXISTING TWO—WAY
\� � I
I �
7T
LEFT TURN LANE
r� /� EXISTING W53
I/
EXISTING TWO—WAY
(DETAIL 32) TO REMAIN.
STA. 132+68.74 PHILADELPHIA AVE.
/ TO REMAIN
LEFT TURN LANE
= STA. 59+57.56 DULLES DRIVE
1(
i TI
IIS
lel
SII
I II
III
If
III
III
III
III
�I I
(DETAIL 32) TO REMAIN.
f
�
CONSTRUCTION NOTES: O
O APPLY TWO WAY LEFT TURN LANE, DETAIL 32.
�2 RAILROAD GATE BY OTHERS.
O APPLY 4" DOUBLE YELLOW STRIPE, DETAIL 29.
�4 APPLY 4" DOUBLE YELLOW, DETAIL 22.
O APPLY DOUBLE LIMIT LINE, (STANDARD PLAN A24E).
APPLY PER CALTRANS TRAFFIC MANUAL, FIGURE 6-44 (NON METRIC).
O INSTALL R7/ TYPE K MARKER.
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
1 1'
REMOVAL NOTES: ❑
u NLMUVL LAI'51INU 4- DUU13LE YELLOW , DETAIL 22.
❑2 REMOVE EXISTING 4" WHITE.
❑3 REMOVE EXISTING 4" DOUBLE YELLOW, DETAIL 29.
❑4 REMOVE EXISTING LIMIT LINES.
❑5 REMOVE EXISTING SURFACE MOUNTED CHANNELIZER,
TYPE F.
REMOVE EXISTING K—RAIL.
R REMOVE EXISTING CRASH CUSHION.
EXISTING NOTES: O
U Lx15IINU 4 UUUBLE YELLOW STRIPING, DETAIL 22
TO REMAIN.
20 EXISTING RAILROAD CROSSING SYMBOL TO REMAIN.
OEXISTING 4" WHITE TO REMAIN.
40 EXISTING SURFACE MOUNTED CHANNELIZER, TYPE F
TO REMAIN.
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
LI REe0&0 DPAW/liG ,5- wl CITY ENGINEER MAY REQUIRE REVISIONS TO THE
REV, PLANS TO BRING THEM INTO CONFORMANCE WITH
REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
KCT CONSULTANTS, INC.
Civil Engineers - Surveyors - Planners
P.O. Box 5705 Riverside, CA 92517-5705
4344 Latham St., Suite 200, Riverside, CA 92501
'�► Phone: 9091341-8940 Fax: 9091341-8945
e-mail: kctinc@kctconsultants.com
FA
0 20 40 80 120 160
SCALE: 1 INCH = 40 FEET
SIONINO AND STRIPINO GENEF2A1— NOTES
I- ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING
AND STRIPING SHALL CONFORM TO THESE PLANS. THE
STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA AND THE
STANDARD SPECIFICATIONS FOR THE STATE OF CALIFORNIA
(LATEST NON—METRIC EDITION).
2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF
FONTANA STANDARD STENCILS.
3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD
THERMOPLASTIC PER SPECIAL PROVISIONS.
4. TRAFFIC SIGN DIMENSIONS COLOR AND LETTERING SHALL_
CONFORM TO THE LATEST CALTRAN S SIGN SPECIFICATIONS
SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO
CALTRAN S SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE
SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE
PLANS.
S. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POST,
UNLESS OTHERWISE SHOWN, PER CITY STANDARD DETAIL—
NO-
ETAILNO- 1,39.
6. IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO
MAINTAIN BARRICADES, DELINEATORS OF OTHER TRAFFIC
CONTROL AT ALL TIMES.
7. CONTROL POINTS OR "CAT—TRACKING" TO BE APPROVED
BY THE ENGINEER 2 WORKING DAYS PRIOR TO PAVEMENT
STRIPING APPLICATION.
S. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY
METHOD AS APPROVED BY THE ENGINEER.
RECORD DRAWING
Z e9=0L
TERESITO N TABIOLO DATE
Q�OFES%A/44
y TERESITO N. TABIOLO m
RCE No. 38826
Exp. 3-31-01
�'9T CIVIC- ��\P
F OF C
repared Under The Supervision Of :
I.P. 000056 MS 3792
SEAL COUNTY APPROVED BY RIIVERSIDE COUNTY:
Q��FESIONq/ DATE l via
<<c
� 2
KHALED A. OTHMAN
RCE No. 33950 FOR T M SPORTATION PA* T RIVERSIDE COUNTY, CALIFORNIA
Exp. 6-30-02 KHALED A. OTHM N
��qTF OF VCA �FR.C.E. N0. 33950 EXP.DATE 6/30/02
CITY OF FONTANA, CALIFORNIA
SIGNING AND STRIPING PLAN
DRAWN BY: SCALE:
DESIGNED BY:
PHILADELPHIA AVENUE DATE: 1:40
8/23/00
Date: Z$ _Azj CHECKED BY: APP /ED BY,: DRAWING NO.: 4
TERESITO N. TABIOLO R.C.E. 38826 EXP.3-31-01 DATE: �!D—(�rJ Z8,/_
CITY TRAMC ENGINE R.C.E. 26690 �P