HomeMy WebLinkAbout5514-1SIGNING AND STRIPING GENERAL NOTES:
1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA DEPARTMENT OF
ENGINEERING PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE
REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
2. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO
THESE PLANS, THE- CITY OF FONTANA STANDARD SPECIFICATIONS, THE STANDARD PLANS AND
SPECIFICATIONS OF THE STATE OF CALIFORNIA, DATED 2010, AND THE CALIFORNIA MANUAL OF
I ` UNIFORM TRAFFIC CONTROL DEVICES, DATE 2014.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN TEMPORARY TRAFFIC
CONTROL AT ALL TIMES.
4. ALL SIGNS SHALL BE INSTALLED PER CITY STANDARD DETAIL 4003, UNLESS OTHERWISE SHOWN
ON THE PLANS.
5. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE
NOTED.
R15 -1P
6. SUBSTITUTE TYPE "C" PAVEMENT MARKERS FOR TYPE "G' MARKERS ON DETAIL 38 ON HIGHWAYS
WITH RAISED MEDIANS.
7. STRIPING AND PAVEMENT MARKINGS TO BE REMOVED SHALL BE REMOVED BY SANDBLASTING.
8. CONTROL POINTS OR "CAT TRACKING" SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO
APPLICATION OF PAVEMENT STRIPING AND LEGENDS. NOTIFY THE CITY AT LEAST TWO DAYS
PRIOR FOR APPROVAL OF "CAT TRACKING".
9. BLUE RASED PAVEMENT MARKERS SHALL BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER
CITY STANDARD PLANS.
10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORDS,
WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TO THE CITY
ENGINEER.
W10 -11E, TX
EX. DWY
EX.X. �� PROP. S/W (TO BE REMOVED) R1-1 IS PROP. DWY PROP. C/G Ex. S/W
PROP. C/G EX. S/W PROP. S/W EX. C G
- - - - - - - - -_j I - - - - - - - EX. C/G _ PROP. C/G - - - - -PROP. S/W - - - -mono -fn/IIM- - - - - - -/ - -
PROP. S/.W
PROP. C/GBE REM
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,
,
E ; R26(S)(CA)
SIGNING AND STRIPING CONSTRUCTION NOTES:
D,
EXISTING SIGN TO REMAIN.
®
INSTALL SIGN AND POST AS SHOWN.
PM
INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CA-MUTCD STANDARDS.-
®
RELOCATE EXISTING SIGN AND POST TO LOCATION SHOWN PER CA MUTCD STANDARDS. -
—97+00
INSTALL 12' SOLID WHITE LIMIT LINE/CROSS-WALK MARKING.
82+00 _ ! 83+00
82+00
_ _ — ...L —_ — �'--r — — — —__ �s+a� =
— +00 87+00
E ; R26(S)(CA)
SIGNING AND STRIPING CONSTRUCTION NOTES:
D,
EXISTING SIGN TO REMAIN.
®
INSTALL SIGN AND POST AS SHOWN.
PM
INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CA-MUTCD STANDARDS.-
®
RELOCATE EXISTING SIGN AND POST TO LOCATION SHOWN PER CA MUTCD STANDARDS. -
0
INSTALL 12' SOLID WHITE LIMIT LINE/CROSS-WALK MARKING.
THERMOPLASTIC 4' DOUBLE YELLOW CENTERLINE STRIPE - DETAIL 22.
iINSTALL
INSTALL THERMOPLASTIC 8' WHITE CHANNELIZING LANE UNE STRIPE - DETAIL 38.
NOTE: REMOVE ALL CONFLICTING STRIPING.
R1-1L!�J-
PROP. S/W
PROP. C/G
PROP. DWY
V2�__ - A
— PROP. S/W E 1 R26(S)(CA)
— PROP. C/G
EX. S/W
- - EX. C/G
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_— — 88+00 =� — — — — — — =89+00 —20+00 91+00 — — — — — _— — — — 92+00 93 Wo
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- - - EX. DWY EX. C/G EX. DWY EX. C/G - - - - R28(S)(CA►) E , EX. DWY EX. C/G ; -\ W3-3 E , XX EX. DWY EX. C/G
.�� EX. C/G R26(S)(CA) E i
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PROP, DWY
I 24' 116' I
TYPE IV
SLOVER AVENUE
TYPE IV p PROP. C/G R1-1 IS
TO STA 102 93 LL PROP. DWY W3-3
� E ; R2-1(45) PROP. C/G 12' 1X � EX. S/W � E ; R26(S)(CA) R26(S)(CA) RL � XX
�-� RL FROM STA. 101+60
EX. S/W R26(S)(CA) : E PROP. S/W �,
EX. C/G PROP. S/W 27 33 �E R26(S)(CA) EX. C/G - - - - - - - - - -
-- -- -- -- -- -- -- -- - -- -- - -- -- -- -- -- -- ---PR9P-R/�N --
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EX. C/G
EX. C/G E R26(S)(CA) — — — — i— —� —� M TYPE VII EX. C/G E) W8-2 E i R26(S)(CA) EX. DWY , E i R26(S)(CA) EX. C/G EX. DWY R26(S)(CA)EX. DWY
�_�
I 1 E R26(S)(CA)
EX. RASED MEDIAN ' I ' SLOVER AV E N U E
32' 8'' 16' 16' 1
JASMINE STREET
MATCHUNE: SEE BELOW RIGHT
R26(S)(CA) I E
Know what's below.
Call before you dig.
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EX. DWY 3 _ EX. C/G M TYPE VII TYPE VII p EX. DWY ,
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EX. RAISED MEDIAN EX. C/G R4-7
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JASMINE STREET
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
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
�o Q�OFESS/pN9l
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Prepared Under The Supervision Of : TJW ENGINEERING, INC.
Traffic Engineering & Transportation
Planning Consultants
6 Venture, Suite 265
Irvine, CA 92618 DRAWN BY:
t:(949) 878-3509 f:(949) 878-3593 KM
www.tjwengineedng.com DESIGNED BY.
KM
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WIS
THOJOSEPH WHEAT R.CZ No. 69467 7�l�Tl` L 18
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SCALE• 1 " — 40'
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CITY OF FONTANA, CALIFORNIA
SIGNING & STRIPING PLAN
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SLOVER AVENUE SME.
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JAS NE STREET DAM a
• DATE: / ! DRAWING NO. 1
5514 1