HomeMy WebLinkAbout6320-1SIGNING AND STRIPING GENERAL NOTES.•
1. TRAFFIC CONTROL PERMITS ARE REQUIRED FOR ANY WORK WITHIN THE PUBLIC RIGHT OF WAY.
COMPLETED APPLICATIONS(www.fontana.org/DocumentCenter/View/10102) CAN BE SUBMITTED TO
engineedng®fontana.org OR CALL (909) 350-7610 FOR SUBMITTAL INSTRUCTIONS.
2. INSPECTION REQUESTS SHALL BE SUBMITTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF
ANY WORK WITHIN THE PUBUC RIGHT OF WAY. REQUESTS MAY BE CALLED INTO OUR IVR SYSTEM AT
(909) 350-7693; PERMIT NUMBER IS REQUIRED, OR VIA OUR eTrakit PORTAL AT
https:Hetrakit.fontana.org/etralit/. SAME DAY INSPECTION REQUESTS WILL NOT BE PROCESSED.
OVERTIME INSPECTION REQUESTS CAN BE SUBMITTED TO engineedng®fontana.org.
3. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO THESE
PLANS, THE CITY OF FONTANA DESIGN STANDARDS, THE CITYS SPECIAL PROVISIONS, SECTION E,
CALTRANS STANDARD PLANS AND SPECIFICATIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES, LATEST EDITIONS.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN TEMPORARY TRAFFIC CONTROL AT
ALL TIMES.
5. ALL SIGNS SHALL BE INSTALLED PER CITY DESIGN STANDARD 4003, UNLESS OTHERWISE SPECIFIED ON
THE PLANS. SIGNS AND SIGNPOSTS THAT ARE REMOVED SHALL BE SALVAGED TO THE CITY YARD AT
16489 ORANGE WAY.
6. ALL STRIPING SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE NOTED. STRIPING AND PAVEMENT
LEGENDS SHALL BE APPLIED IN ACCORDANCE MATH MANUFACTURERS SPECIFICATIONS.
7. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 STRIPING ON
ROADWAYS WITH RAISED MEDIANS.
8. SUBSTITUTE DETAIL 12A STRIPING FOR DETAIL 12 STRIPING ON ROADWAYS WITH RAISED MEDIANS.
9. STRIPING AND PAVEMENT MARKINGS TO BE REMOVED SHALL BE REMOVED BY SANDBLASTING OR OTHER
APPROVED METHOD, NONE OF WHICH SHALL DAMAGE THE PAVEMENT. THE 'BLACK OUT' METHOD OF
REMOVAL IS NOT PERMITTED. ANY PAVEMENT DAMAGED BY REMOVALS SHALL BE REPAIRED PER
APPROVAL BY THE CITY ENGINEER AT NO COST TO THE CITY.
10. CONTROL POINTS OR 'CAT TRACKING' SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO
APPLICATION OF PAVEMENT STRIPING AND LEGENDS. TRAFFIC LOOPS SHALL NOT BE CUT IN PRIOR TO
APPROVAL OF CAT TRACKING. A 48 HOUR ADVANCE NOTICE IS REQUIRED FOR REVIEW OF CAT TRACKING.
11. BLUE RAISED PAVEMENT MARKERS SHALL BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY
DESIGN STANDARD 6001.
12. RECORD DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO
SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TO THE CITY ENGINEER.
MULBERRY A VENUE
I
EX. C/G EX. C/G
TI
i
I
EX. C/G
100
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EX. C/Gf —
EX. C/G
r
50'
EX. C/G
CITY OF FONTANA
SIGNING AND STRIPING PLAN
FOR
1J770 JURUPA AVENUE
PARCEL MAP NO. 20468
SIGNING AND STRIPING CONSTRUCTION NOTES. -
EXISTING SIGN TO REMAIN.
IS INSTALL SIGN AND POST.
T6 INSTALL THERMOPLASTIC 6" SOLID WHITE LANE LINE STRIPE.
12 INSTALL THERMOPLASTIC 6" WHITE LANE LINE SKIP STRIPE PER CALTRANS STD. PLANS A20A DETAIL 12.
7 INSTALL THERMOPLASTIC 6" WHITE RIGHT EDGE LINE STRIPE PER CALTRANS STD. PLANS A20B DETAIL 27B.
2g INSTALL THERMOPLASTIC 6" DOUBLE YELLOW MEDIAN STRIPE PER CALTRANS STD. PLAN A20B — DETAIL 29.
®7 INSTALL THERMOPLASTIC 8" WHITE LANE DROP STRIPE PER CALTRANS STD. PLANS A20C DETAIL 37B.
38 INSTALL THERMOPLASTIC 8" WHITE CHANNELIZING LANE LINE STRIPE PER CALTRANS STD. PLANS A20D DETAIL 38.
O SIGNALIZED INTERSECTION
PROP. DWY.
I
IS R1-1, R3-2 S R1-1, R3-2
IS R3-7(R) PM STOP
50' 38 280' TX 1 800' 7 615' IS W73A(CA) TX
JURUPA AVENUE PROP. S/W PM 29
PROP. DWY. RS R3-7(R) PROP. C/G 7
EX. C/G
s IS R6—
PROP. E/P
DO
_..
29
R6-1(R)
_ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _N_
' +00 111+00c
03+00 120GAP 04+00 105+00 106+00 107+00 708+00 ?09 00 110 XX
W
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V N H W
Q �
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-- ----EX. C/G — --- — —--- ----—
S10P , ' EX. C/G
Illf
I�E�IR1-1
E ; NO PARKING COMMERCIAL VEHICLES" R26A(S)(CA) ( E ,
_ E ; R26A(S)(CA) E) R2-1(45) �_E , R26A(S)(CA)
SIGN LEGEND:
RIGHT LANE RIGHT LANE
ABBREVIA TIONS: STOP MUST ONE WAY TURNS RIGHT
TURN RIGHT R6-1(R) AHEAD
C/G CURB AND GUTTER R1-1 R3-2 R3-7(R) 36"X12"
D/W DRIVEWAY 30"X30" 24"X24" 36"X36"
DWG. DRAWING W73A(CA)
36"X36"
EA EACH
EX. EXISTING
LF LINEAL FEET
PROP. PROPOSED
R/W RIGHT OF WAY
S/W SIDEWALK Q
SF SQUARE FEET o
STD. STANDARD Know what's below.
Call before you dig.
REV. REVISION DESCRIPTION DATE ENGR.
EX. C/G I EX. C/G
I
I
PONDEROSA
A VENUE
SCALE: 1 " = 40'
20 0 20 40 60