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EXISTING RIGHT OF WAY ���� L► � EXISTING RIGHT OF WAY
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�_ EXISTING EDGE OF PAVEMENT
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120' REVERSE CURVE
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150' OF STORAGE
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SIGNING AND STRIPING GENERAL NOTES. � i o 20. SIGNING CONSTRUCTION NOTES.
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1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL o I 2 � 0 1� INSTALL W41 SIGN AND POST (QUANTITY - 2 EACH).
CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CIN OF FONTANA, I I � � 2 REMOVE EXISTING R1 SIGN AND POST (BY CITY FORCES)(QUANTITY - 2 EACH).
�I � Im 3 EXISTING BUS STOP SIGN AND POST TO BE RELOCATED (QUANTITY -1 EACH)
AND THE 1992 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. 4 SEE TRAFFIC SIGNAL AND LIGHTING PLAN FOR ADDITIONAL SIGN QUANTITIES.
2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS Z I ! z 5 NOT USED
STANDARD PLANS. N� � 106 NOT USED
3. PAVEMENT MARKINGS & LEGENDS SHALL CONFORM TO THE CIN OF FONTANA STANDARD STENCILS. wI Iw
4. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS. �-13"l-i2'� STRIPING CONSTRUCTION NOTES,0
5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST 30' 30'
CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM10- REMOVE CONFLICTING STRIPING/MARKING BY SANDBLASTING (QUANTITY - 393 S.F.).
TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD z z 2 APPLY 4" DOUBLE YELLOW STRIPES (DETAIL 22 (QUANTITY - 812 S.F.).
3 APPLY 12" SOLID WHITE CROSSWALK MARKING (QUANTITY - 409 S.F.).
UNLESS OTHERWISE SHOWN ON THE PLANS. � j > 4 APPLY TYPE IV(L) ARROW MARKING (QUANTITY - 60 S.F.).
6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, W a ( � I a Q- APPLY 8" WHITE CHANNELIZATION STRIPE (DETAIL 38)(QUANTITY - 200 S.F.).
PER CIN STANDARD DETAIL 139. � � oI o & APPLY 4' SOLID WHITE EDGESTRIPE AS SHOWN (QUANTITY - 22 S.F.).
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS � C)I I 0 Y �
OR OTHER TRAFFIC CONTROL AT ALL TIMES. z 0 I � I 0w m N
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8. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 24 HOURS PRIOR "7 I ZI I �" ~ x
cn
TO PAVEMENT STRIPING APPLICATION. I xi � I w I M p
9. CROSSWALKS SHALL HAVE 11' BETWEEN CENTERLINES OF 12" STRIPES AS SHOWN. � ��
AUTOCAD FlLENAiIE: BASE_JUTA_SP.DWG
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30'
EDGE OF PAVEMENT
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01 > >
0 I Q( (Q I MATCH EXISTING STRIPING
w� �I I� SANDBLASTING LIMITS
_ w _
LA_ cr_ 01 I 10 cr_
�_ ow 0 I F- EXISTING RIGHT OF WAY
cn ( cn -- -- -- -- --
X
W zl Iz w
cn (n 30"
X X _
J W 2 15'
W
14
2 m m
w i---13 13 - `T 1
-
z � -r
-� � 13'
_ _ 70 TRANSITION
13` 30 30
100' TRANSITION Q I I Q s -
- -� � � I ( I � 30
30' EDGE OF PAVEMEN \ -
T � »�
\ SCALE: 1 20
11
Z
EXISTING RIGHT OF WAY
EXISTING RIGHT OF WAY LU
I ( \ I 20 10 Q 20 40 60
�I
6 -
n
- - _ EXISTING RIGHT OF WAY - - 2
i
I 2
BASELINE1
3 "ENUE
EXISTING RIGHT OF WAY ���� L► � EXISTING RIGHT OF WAY
60 -- ----- - -- -- -- % --- -- -- -- ------ -- -- -- -- --
�_ EXISTING EDGE OF PAVEMENT
m
Q
z
F_
Q
� \_ _ _ _j � _ _ � � r _..._ _ � tAi� imp tUUt Ur rAvtMtry i
� n
JJ2 30' Q 17' � � � i'a� Q Q Q 30' i 1>w
120' REVERSE CURVE
51
150' OF STORAGE
i
150' OF STORAGE
------11t 5- - _-_ _
--m a E -_m __ -
19' m
120' REVERSE CURVE Q
z
VARIES =
U
v — — n5— — 3a 14, V 1) 17' � � 1+� 1 _ 30' a
EXISTING EDGE OF PAVEMENT
- EXISTING EDGE OF PAVEMENT
EXISTING RIGHT OF WAY � (`�r�n � \ EXISTING RIGHT OF WAY
lv
SIGNING AND STRIPING GENERAL NOTES. � i o 20. SIGNING CONSTRUCTION NOTES.
Ln
1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL o I 2 � 0 1� INSTALL W41 SIGN AND POST (QUANTITY - 2 EACH).
CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CIN OF FONTANA, I I � � 2 REMOVE EXISTING R1 SIGN AND POST (BY CITY FORCES)(QUANTITY - 2 EACH).
�I � Im 3 EXISTING BUS STOP SIGN AND POST TO BE RELOCATED (QUANTITY -1 EACH)
AND THE 1992 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. 4 SEE TRAFFIC SIGNAL AND LIGHTING PLAN FOR ADDITIONAL SIGN QUANTITIES.
2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS Z I ! z 5 NOT USED
STANDARD PLANS. N� � 106 NOT USED
3. PAVEMENT MARKINGS & LEGENDS SHALL CONFORM TO THE CIN OF FONTANA STANDARD STENCILS. wI Iw
4. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS. �-13"l-i2'� STRIPING CONSTRUCTION NOTES,0
5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST 30' 30'
CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM10- REMOVE CONFLICTING STRIPING/MARKING BY SANDBLASTING (QUANTITY - 393 S.F.).
TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD z z 2 APPLY 4" DOUBLE YELLOW STRIPES (DETAIL 22 (QUANTITY - 812 S.F.).
3 APPLY 12" SOLID WHITE CROSSWALK MARKING (QUANTITY - 409 S.F.).
UNLESS OTHERWISE SHOWN ON THE PLANS. � j > 4 APPLY TYPE IV(L) ARROW MARKING (QUANTITY - 60 S.F.).
6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, W a ( � I a Q- APPLY 8" WHITE CHANNELIZATION STRIPE (DETAIL 38)(QUANTITY - 200 S.F.).
PER CIN STANDARD DETAIL 139. � � oI o & APPLY 4' SOLID WHITE EDGESTRIPE AS SHOWN (QUANTITY - 22 S.F.).
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS � C)I I 0 Y �
OR OTHER TRAFFIC CONTROL AT ALL TIMES. z 0 I � I 0w m N
11 o cn
8. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 24 HOURS PRIOR "7 I ZI I �" ~ x
cn
TO PAVEMENT STRIPING APPLICATION. I xi � I w I M p
9. CROSSWALKS SHALL HAVE 11' BETWEEN CENTERLINES OF 12" STRIPES AS SHOWN. � ��
AUTOCAD FlLENAiIE: BASE_JUTA_SP.DWG
DIAL
1, 1
YOU DIG
U 7 r5 ri a r
4