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HomeMy WebLinkAbout5636-1v, 3 v n� a� V) a� F- I o V) I 0 oo N I 0 N v a� 0 E rn C" .Q V) w I 0 En V) a� a� c 0 w 0 v C v C: 0 LL. a� Q C) C v v m m N I c� 0 N 0 N I v a� SIGNING AND STRIPING GENERAL NOTES PSTIMG-t G 8� STRIPI[(1 PLA 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 FOR 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 CITY'S SPECIAL PROVISIONS, SECTION E, THE STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA, DATED 2015, AND THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, DATED 2014. ANANA 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. IN THE 6. SUBSTITUTE TYPE "C" RAISED PAVEMENT 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. FONTANA 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. 1:11:11-11:11:11:1111:1 El D El El D El El 0 El 0 El 0 Oil01:1 11. BLUE RAISED PAVEMENT MARKERS SHALL BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY STANDARD PLANS. f 12. 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. l t 0 0 10 El PRIVATE ENGINEER'S NOTICE TO SUBCONTRACTORS 1. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL JOIN CONDITIONS FOR GRADING, DRAINAGE AND -- UNDERGROUND FACILITIES, INCLUDING LOCATION AND ELEVATION OF EXISTING UNDERGROUND FACILITIES AT CROSSINGS WITH PROPOSED UNDERGROUND FACILITIES. IF CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL _ NOTIFY THE ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED. 2. THE EXISTENCE, LOCATION AND CHARACTERISTICS OF UNDERGROUND UTILITY INFORMATION SHOWN ON THESE PLANS HAVE BEEN -- I OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA NO REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS - - - - — - - - - -_ -_ - -_ - - - — - - -- -- -- -- i Li OF SAID UTILITY INFORMATION. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. - -- _ = --= 3. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS, INCLUDING SAFETY OF ALL- PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION- OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY - CONTINUOUSLY, AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH _ PERFORMANCE OF WORK ON THIS PROJECT. Y. 4. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PLANS, THE SOILS AND/OR GEOLOGY REPORTS, AND THE SITE BANANA AVE. CONDITIONS PRIOR TO COMMENCING WORK. 5. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER BEFORE PROCEEDING WITH THE WORK IN QUESTION.- - ,TTF-F_FM-,FT r-1rF-f UNAUTHORIZED CHANGES AND USES 1. WESTLAND GROUP WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES T0, OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY WESTUWD GROUP. SPECIAL NOTE TO CONTRACTOR: 1. THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PERFORMANCE OF WORK ON PROJECT. 2. ALL EXISTING TOPOGRAPHY AND PROPOSED GRADE SHOULD BE FIELD VERIFIED. 3. CITY OF FONTANA STANDARD DRAWING TAKE PRECEDENT OVER ALL PROJECT DRAWINGS. 4. CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND REVISIONS SHALL SUBMITTED TO THE CITY ENGINEER FOR REVIEW. CONTRACTOR REEVES TRACTOR SERVICES, INC. 5455 BLUE RIDGE DRIVE YORBA LINDA, CA 92887 TEL (949) 955-9323 OWNER/DEVELOPER lBA REALTY 3347 MICHELSON, SUR 200 IRVINE, CA 92612 TEL (949) 955-9323 CONTACT: BOB CIVIL ENGINEER WESiLAND GROUP INC. 4150 CONCOURS, SUITE 100 FONTANA, CA 91764 TEL (909)-989-9789 CONTACT: RUSSELL A GULKE BASIS OF BEARING THE BEARINGS, DISTANCES, AND COORDINATES SHOWN HEREON ARE GRID, BASED ON THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, NAD83, ZONE 5 (EPOCH 2010.00) ESTABLISHED BY A GPS SURVEY TIED TO CSRC CORS STATIONS "DH7093/ML.FG" & "DH7054/CNPP". SHEET INDEX MAP scaF: i•=eo' UTILITY NOTIFICATIONS CITY OF FONTANA PACIFIC BELL CO. ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 SOUTHERN CALIFORNIA GAS COMPANY UNDERGROUND SERVICE ALERT ATTN: DENNIS FREEMAN (800) 422-4133 1981 W. LUGONIA AVE. SANTA ANA REDLANDS, CA 92374 COMCAST (CABLE TV) (909) 335-7547 ATTN: JACK HAYES EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. FONTANA, CA 91761 SOUTHERN CALIFORNIA EDISON COMPANY (909)390-4738 300 N. PEPPER STREET RIALTO, CA 92376 GENERAL TELEPHONE CO. (909) 820-5598 -- UNDERGROUND ATTN: STEVE HOCK (909) 875-5100 -- TRANSMISSION 1400 E. PHILLIPS BLVD. (213) 637-1233 -- PIPELINES FONTANA, CA. 91766 (800) 422-4133 CRAWFORD CANYON MUTUAL WATER CO. ATTN: BILL VANDERKIEFT, JR. FONTANA WATER COMPANY (619) 868-6040 ATTN: MICHAEL J. MCGRAW 8440 NUEVO AVE. FONTANA, CA. 92235 (909) 822-2201 FAX (909) 823-5046 SHEET INDEX SHEEP 1 TITLE SHEET, GENERAL NOTES, LEGEND, AND QUANTITIES SHEEP 2 SIGNING AND STRIPING PLAN SIGN LEGEND: DETAIL 2 48 ft 8.5ft 1 Tft 17 ft ( 7tt 8.5ft ❑ 0 0 ❑ =NIIIIIII. DETAIL 27B Right Edge Line 2 in Edge of Traveled way CONSTRUCTION NOTES l!q�Pp/ND a a gja - �n FREE WAY SLOVER [��A\VE. PROJECT R!rAVE. = SITE SANTA ANA W � Z o JURUPA AVE. U APPLY 12" THERMOPLASTIC WHITE CHEVRON STRIPING AS SHOWN, SPACED 50' C—C O2 APPLY THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 2 O3 APPLY THERMOPLASTIC EDGELINE STRIPING PER DETAIL 278 VICINITY MAP NOT TO SCALE QTY 193 LF 702 LF 587 LF REVISIONS BENCHMARK PLANS PREPARED BY: DRAWN BY: WLG APPROVED BY: CITY OF .FONTANA, CALIFORNIA DESIGNATION: UF 630 Underground Service Alert MARK DATE BY REVISION DESCRIPTION APPROVED/RCE NO. PID: EV9265 Call•TOII FREE ��/� WestlAND SIGNING & STRIPING PLAN ELEVATION: 1048.53 (NAVD 88) �,�� A. DESIGNED BY: WLG 1 —800 �; S l� i land Surveyors • CMI Engineers • GIS DIRECTOR PUBLIC WORKS DATE DRAWN BY: SCALE: LOCATION: 300 FT. SOUTH FROM THE INTERSECTION OF SLOVER AVE �. Group, Inc. R.C.E. EXP. DATE WLG BANANA AVE NORTH OF SANTA ANA AVE 1"=40 227-2600 AND POPLAR AVE 33 FT. WEST OF POPLAR AVE AT LIGHT STANDARD No.C49129 4150 CONCOURS, ONTARIO, CA 91764 JOB NO: 2016-281 CHECKED BY: WLG RECOMMENDED BY: RECOMMENDED BY: DESIGNED BY: FROM STA 5+58.02 - TO STA 12+64.25 DATE: TWO WORKING DAYS BEFORE YOU DIG FOOTING NUMBER 4237246E A STANDARD MWDSC 3-1/4 IN. ALUMINUM Eq 9/M/M18 PHONE: (909) 989-9789 FAX: (909) 989-9660 07/05/2017 DISK SET FLUSH IN FOOTING 1.5 FT. WEST OF CURB FACE �. WLG TIT E SHEET OF �'�'\ IC49129 �7— 7 RECOMMENDED BY: CHECKED BY: ROV DATE: s �� • / DRAWING N0: .� r_�t, �� !� - 5636 �/ SIGNATURE: RUSSELL A. GULKE R.C.E. NO. DATE ]ENGINEERING STAFF LAND DEVELOPMENT STAFF CITY ENGINEE R.C.E. 51152 2