HomeMy WebLinkAbout5421-1SIGNING 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 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 STANDARD SPECIFICATIONS, THE STANDARD PLANS AND
SPECIFICATIONS OF THE STATE OF CALIFORNIA, DATED 2010, 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 STANDARD DETAIL 4003, UNLESS OTHERWISE SHOWN
ON THE PLANS.
5. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE
NOTED.
6. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38
STRIPING ON ROADWAYS 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 RAISED 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 RECORD,
WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TO THE CITY
ENGINEER.
DATUM STATEMENT
BASIS OF BEARING
BEARINGS SHOWN ARE BASED UPON TRACT No. 3038
MB43/45 COUNTY OF SAN BERNARDINO.
VERTICAL CONTROL
"ELEVATIONS SHOWN HEREON ARE IN TERMS
WITH THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD88) BASED LOCALLY UPON THE
FOLLOWING BENCHMARK IN THE CITY OF FONTANA"
CITY OF FONTANA
MERRILL AVENUE, FONTANA AVENUE AND OLEANDER AVENUE
SIGN LEGEND:
tr1
SIGNING AND STRIPING
Merrill Ave
Athol St
Randall Ave
PROJECT SITE
R9-3 R3-4 W11-2 R73-4 "MODIFIED"
BENCHMARK NO. ELEVATION 18" X 18" 36" X 36" 36" X 36" 36" X 45"
274 1,244.23'
Valley Blvd
VICINITY MAP
NOT TO SCALE
Martin Ave
I�
San Bernardino Ave
North
SIGNING AND STRIPING CONSTRUCTION NOTES
0 APPLY 4" DOUBLE YELLOW CENTERLINE PER CALTRANS STD. PLAN A20A, DETAIL. 22
OAPPLY WHITE TYPE IV ARROW PER CALTRANS STD.
PLAN A24A.
O3 APPLY WHITE SOLID LANE LINE A20A DETAIL "A".
OAPPLY YELLOW 12" SOLID CROSSWALK AND/OR LIMIT LINE PER
CALTRANS STD. PLAN A24E.
O APPLY 4" WHITE LANE LINE PER CALTRANS STD. PLAN A20B, DETAIL. 9
O6 REMOVE CONFLICTING STRIPING/ MARKING BY SANDBLASTING.
OREMOVE AND SALVAGE EXISTING SIGN AND POST TO THE CITY YARD IN A
REUSABLE CONDITION.
O8 INSTALL NEW ROADSIDE SIGN ON POST PER CITY STD. DWG. 4003
9 APPLY 8" WHITE CHANNELIZING LINE PER CALTRANS REVISED
STANDARD PLAN A20D, DETAIL 38.
10 INSTALL NEW ROADSIDE SIGN ON STREET LIGHT POLE.
11 APPLY 4" DASHED YELLOW LANE LINE EXTENSION THROUGH INTERSECTION
PER CALTRANS STD. PLAN A20D, DETAIL 41.
12 APPLY WHITE TYPE VII "MODIFIED" PER CALTRANS STD PLAN A24A. SEE
DETAIL "B".
13 APPLY WHITE 12" SOLID LIMIT LINE PER CALTRANS STD. PLAN A24E.
LEGEND:
REMOVE EXISTING PROPOSED
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TYPE IV (L or R) PAVEMENT ARROW
ROADSIDE SIGN
TRAFFIC STRIPE OR MARKING
STOP
THESE PLANS ARE BASED UPON A SURVEY CONDUCTED USE m+ 4111111111111111 USE STOPPING STOPPING
ON 3/29/15 BY RMD SURVEYING CORPORATION, RIALTO, FED ANYANY TIME
CALIFORNIA CROSSWALK CROSSWALK TIME f— ON Fm INDEX OF SHEETS
R9-3b(RT) R9-3b(LT) W3-3 R10-6 R26(S)(CA) R28(S)(CA) R1 3A DRAWING NUMBER
18" X 12" 18" X 12" 30" X 30" 5411 —STREET IMPROVEMENT PLAN
5420 —TRAFFIC SIGNAL PLAN
5421 —SIGNING AND STRIPING PLAN
UNDERGROUND SERVICE ALERT USA REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED QRpFESSlph, P1 KOA CORPORATION
IT'S THE LAW! p IMPROVEMENTS NOT COMMENCE WITHIN TWO �� ANG GUN -le `G PLANNING & ENGINEERING TITLE SHEET
DIAL BEFORE t YEARS OF THE DATE OF APPROVAL SHOWN HEREON � m 3190 C Shelby Street
DRAWN BY: GALE
YOU DIG! AND CARRIED FORTH IN A DILIGENT MANNER, THE Tel:(Ontar90Cal90-96ornia 9 F MONTANA AVENUE
• No. 75793 AS Noted
Tel: (909) 890-9693 Fax: (909) 890-9694
CITY ENGINEER MAY REQUIRE REVISIONS TO THE * EXP. 6/30/16 DESIGNED BY. DATE:
CALL AT LEASVIL
T c BENCH MARK: B.M. N0. 274 ELEVATION= 1,244.23 r AND OLEANDER AVENUE
TWO WORKING DAYS KnowwhaYsbelOW. PLANS TO BRING THEM INTO CONFORMANCE WITH sT�j£pFICAUF���\P DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF THE CITY OF FONTANA BENCHMARK N0. , CHECKED BY: "PRBY: / DRAWING NO.:BEFORE YOU DIG Call before you dig. 274 BEING A PK NAIL IN THE CURB, BCR, NE CURB RETURN. LOCATED AT THE DATE: OF 01DATE: V 5421STANDARDS IN EFFECT. INTERSECTION OF JUNIPER AVENUE AND CERES AVENUE MING UAN. R.C.E. 5793 ENGIN R R.C.E. 51152 2