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CITY�^|7-�� ���� �����]7-/�hJ /\
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6 4u
,-EXIST. E.P. 122 4 ~4-
11a 120 121 123 (:).J
[RANS|llON
EXISTING CURB AND GUTTER
AND SIDEWALK
CONSTRUCTION NO -FES 0
(D APPLY 4^"
WHITE STRIPE.
APPLY 4" DOUBLE YELLOW STRIPE (DETAIL 28).
APPLY TWO-WAY LEFT TURN LANE LINE (DETAIL 32\.
/^ \ APPLY 4" DOUBLE YELLOW STRIPE (DETAIL ��\
` /'
\�/ y� ) APPLY RAILROAD CROSSING SYMBOL PER CALTRANS STD. A24C.
INSTALL SURFACE MOUNTED CHANNEL|ZER TYPE F' (� 20' ON CENTER
(TYPICAL) PER CALTRANS STD' A73C.
PLACE TEMPORARY RAILING ' /TYPE N� PER CALTRANS STD. T3
` / '
[ p\
INSTALL CRASH CUSHION PER CALTRANS STD T2 ARRAY "TH"
CRASH
REMOVAL NOTES N
"
| 1 | REMOVE EXISTING4^ DOUBLE YELLOW LINES.
[J |
REMOVE EXISTING RA|LR[]/\O CROSSING SYMBOL.
EXISTING NOTES
124
EXISTING CURB AND GUTTER 4
AND SIDEWALK
EXISTING 4" DOUBLE YELLOW STRIPE (DETAIL 21) TO REMAIN.
EXISTING RAILROAD CROSSING SYMBOL TO REMAIN.
EXISTING LIMIT LINES TO REMAIN.
EXISTING RAILROAD CROSSING ARMS AND APPURTENANCES TO REMAIN.
<�\
EXISTING BARRICADE TO REMAIN..
� 1100
TRACKS TO REMAIN
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126 127
/W47\ RELOCATE
-(� -�--�-- -�---'-- --- -' ----- — -- -------- ------- �~��
�m =~ � �m = � mmm
STA. 126+00 4 POINT. BEGIN
REMOVAL EXIST. STRIPING. MATCH
E%|8llNQ STRIPING
STA. 124f80.21 PHILADELPHIA AVE'
= � � RAILROAD TRACK
STA. 128+25.08 PHILADELPHIA AVE.
40' DRIVEWAY
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�!��hJ!hJ�~ ��JF� �T�|[J|hJ�� ���hJ���| KJ��T��^
~�/��/�//��� r�/n�� STRIPING //n�� ���-/��-/�r��_ NOTES:
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1ALL WORN, 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 ED|TlON\.
SCALE: 1 40'
2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF
F{)NTANA STANDARD STENCILS.
3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD
I d 411mm Mom 40"
THERMOPLASTIC PER SPECIALS PR(}VIS|C}N3,
7�71 ----------
4. TRAFFIC SIGN DIMENSIONS COLOR AND LETTERING SHALL
CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS
SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO
CALTRANS SPECIFICATION SHEET C(JDES, TRAFFIC SIGN SIZE
SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE
139 11 11140 11 141
Aft
PLANS.
5. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL P(}ST
UNLESS OTHERWISE SHOWN' PER CITY STANDARD DETAIL
NO. 139.
8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
1 -4- =L 41 11
MAINTAIN BARRICADES, DELINEATORS OF OTHER TRAFFIC
CONTROL AT ALL llKJE8.
7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED
BY THE ENGINEER 2 WORKING DAYS PRIOR TO PAVEMENT
_A4 '1111
STRIPING APPLICATION.
8, ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY
METHOD AS APPROVED BY THE ENGINEER.
I A -
If
O' 40 80 120 160
SCALE FEET
|" = 40