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CASAGRANDEAVENUE
SEE CITY DRAWING 5770 FOR TRAFFIC
CIRCLE SIGNING AND STRIPING _
;EN LANE
GENERAL NOTES SIGNING & STRIPING
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 WITH IN 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 DESIGN STANDARDS, THE CITY'S SPECIAL PROVISIONS, SECTION E, THE CALTRANS STANDARD PLANS AND
SPECIFICATIONS, DATED 2015, THE REVISED CALTRANS STANDARD PLANS AND SPECIFICATIONS, DATED 2016, AND THE
CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, DATED 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 DESIGN STANDARD 4003, UNLESS OTHERWISE SHOWN ON THE PLANS.
5. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE NOTED.
6. SUBSTITUTE TYPE T' RAISED PAVEMENTS MARKERS FOR TYPE "G' MARKERS ON DETAIL 38 ON ROADWAYS WITH
RAISED MEDIANS.
7. SUBSTITUTE DETAIL 14A STRIPING FOR DETAIL 12 STRIPING FOR ROADWAYS WITH RAISED MEDIANS.
8. STRIPING AND PAVEMENT MARKINGS TO BE REMOVED SHALL BE REMOVED BY SANDBLASTING OR OTHER APPROVED
METHODS, 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 OF THE CITY ENGINEER AT NO
COST TO THE CITY.
9. 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."
10. STRIPING AND PAVEMENT MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.
11. BLUE RAISED PAVEMENT MARKERS SHALL BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY STANDARD
PLANS.
12. AS —BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE
RECORD DRAWINGS AND ELECTRONIC AUTO CAD FILES TO THE CITY ENGINEER.
SIGNING & STRIPING CONSTRUCTION NOTES
r31 INSTALL STOP SIGN PER CITY STD. PLAN NO. 4003
2 INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 4003
INSTALL STOP BAR AND STOP LEGEND PER CALTRANS STANDARD PLAN A24D AND A24E
GRAPHIC SCALE
60 0 30 60 120 240
( IN FEET )
1 INCH = 60 FT.
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE Prepared For: BASIS OF BEARINGS: Prepared By: CITY O F F O N TA N A CALIFORNIA
Q O SHOULD CONSTRUCTION OF REQUIRED ofESS/
IMPROVEMENTS NOT COMMENCE WITHIN THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE ALLARD ENGINEERING �o oN� �. �q� SIGNING AND STRIPING PLAN
L E N N A R HOMES /4 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, F
TWO YEARS OF THE DATE OF APPROVAL <v y 2
o PER PARCEL MAP N0. 19434, P.M.B. 242 97-98. Civil Engineering -Land Surveying -Land Planning �
AAWVWWWWWVVWM SHOWN HEREON AND CARRIED FORTH IN A c) a _ DRAWN BY: TRACT NO. 20213 SCALE:
DIAL 980 MONTECITO DRIVE, SUITE 302 BEING: N00°33 32 W 1fi86fi Seville Avenue — z
DILIGENT MANNER, THE CITY ENGINEER MAY Fontana, California 92335 W No. 36052 m CV SUMMIT AT ROSENA AS NOTED
TWO WORKING CORONA, CA 92879 BENCHMARK � � DESIGNED BY: DATE:
BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO (909) 356-1815 Fax (909) 356-1795 Exp. 6/30/20
YOU DIG YOU DIG (951) 817-3545 CALTRANS BENCHMARK #8-17 s� C1V1� ���- DBW ^D August, 2019
BRING THEM INTO CONFORMANCE WITH FAX (951) 817-3650 BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED 343' N/O 1-210, � 08/12/19 �T CHECKED BY: PROVE BY: �, DRAWING NO.:
TOLL FREE 1—800-227-2600 CONDITIONS AND STANDARDS IN EFFECT 0.2 MILES WEST OF SAN SEVAINE RD. R ymand 1.°A11ard, A.C.E 38052 Date F OP CA0� v �4►' %ATE: 8/22/19 2
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EL=1428.609 (expires 6/30/2020) RJA CITY ENGINEER R.C.E. 51 152 5791 2
Filename: I:\Cal Atlantic\Summit at Rosena\Drawings\FINAL DESIGN\ I ntract\ PA 3&4\EXHIBITS\SIGNING & STRIPING PLAN SHT 2.dwg