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HomeMy WebLinkAbout4190-1SIGNING AND STRIPING GENERAL NOTES 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION 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. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS, DETAILS, DIMENSIONS, AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST EDITION. J. CONTACT TRAFFIC ENGINEERING PROJECT MANAGER AT (909) 350-7610 TWO WORKING DAYS PRIOR TO REMOVAL OF TRAFFIC CONTROL DEVICES OR EQUIPMENT STOP SIGN SHALL ONLY BE REMOVED BY CITY PERSONNEL. 4. ALL WORK, MATIERIALS AND EQUIPMENT SHALL CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD), DATED SEPTEMBER 2006. 5. TWO -WORKING DAYS NOTICE SHALL BE GIVEN TO THE CITY TRAFFIC ENGINEER (909) 350-7610 FOR APPROVAL OF CONTROL POINTS OR "CAT TRACKING" PRIOR TO APPLICATION OF PAVEMENT STRIPING. 6. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON PLANS Z ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 4003. 8. STENCILS USED FOR PAVEMENT MARKINGS SHALL MATCH CITY OF FONTANA STANDARD STENCILS 9. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE NOTED. 10. CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF THE 12" STRIPES UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 100J 11. AS- BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTODESK CAD FILES, TO THE CITY TRAFFIC ENGINEER. 12. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED, SHALL BE BY SANDBLASTING. 13. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 ON HIGHWAYS WITH RAISED MEDIANS. 14. BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY STANDARD PLAN. CITY OF FONTANA SIGNING AND STRIPING PLANS PRI VA TE ENGINEER'S NOTICE TO CONTRA C TORS _ - - EXIST. R/W THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES _ _ 5 M SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, EXIST. LEFT TURN ARROW — TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT TO REMAIN - - - --- THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESEEXIST. EP 293 DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND 4 ��� �� 11.L__ Q RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR _— �� �� EXIST R/W--N- t NOT SHOWN ON THESE DRAWINGS. — - - THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE -z ____-- \_ -- FUTURE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF - - ---- --- ---- - CURB &GUTTER - CONSTRUCTION OF THIS PROJECT, • INCLUDING SAFETY OF ALL PERSONS AND - -_ C PROPERTY, • THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO ULTIMATE R/W NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR SHALL COMPLY WITH ALL N. P. D. E. S REQUIREMENTS CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. SIGNING CONS TRUC TION NO TES. QUANTITIES AO FURNISH AND INSTALL R 1-1 WITH POST PER CITY STD. 4003 OR 3 EA OR EXIST. POST/STREET LIGHT, AS APPLICABLE. © FURNISH AND INSTALL R26(S)(CA) SIGN WITH POST PER CITY STD. 4003 OR 8 Eq EXIST. POST/STREET LIGHT, AS APPLICABLE. I I © FURNISH AND INSTALL R2-1(45) SIGN WITH POST PER CITY STD. 4003 OR 1 EA EXIST. POST/STREET LIGHT, AS APPLICABLE. OD FURNISH AND INSTALL R2-1(35) SIGN WITH POST PER CI7Y STD. 4003 OR 1 EA .EXIST. POST/STREET LIGHT, AS APPLICABLE. v OE FURNISH AND INSTALL W3-1 SIGN WITH POST PER CITY STD. 4003 OR 3 EA EXIST. POST/STREET LIGHT, AS APPLICABLE. OF FURNISH AND INSTALL R4-7 AND TYPE K(CA) SIGN WITH POST PER CITY STD. 4003 .OE- 2 EA EXIST. POST STREET LIGHT AS APPLICABLE. © FURNISH AND INSTALL ONE WAY SIGN R6-1(RT) WITH POST PER CITY STD. 4003 OR 1 EA EXIST. POST/STREET LIGHT, AS APPLICABLE. Q FURNISH AND INSTALL R81(CA) WITH POST PER CITY STD. 4003 OR 1 EA OR EXIST. POST/STREET LIGHT, AS APPLICABLE. J Ol FURNISH AND INSTALL R1-4 WITH POST PER CI7Y STD. 4003 OR 4 EA Z Z OR EXIST. POST/STREET LIGHT, AS APPLICABLE. aC S TRIP/NG CONS TRUC TION NO TES: `�'14_ — 1 APPLY 4" THERMOPLASTIC WHITE STRIPE PER DETAIL 14A.ES O m 1, 130 LF Q�oF sip ygl O Q 0 APPLY 4" THERMOPLASTIC WHITE STRIPE. 150 LF �`�� ��"� t l �9Ts�2G p W Z G m APPLY 12" THERMOPLASTIC WHITE LIMIT LINE. 146 LF u C 3661 j c i d1 N - ® APPLY 8" THERMOPLASTIC WHITE STRIPE PER DETAIL 38. 1, 071 LF EXP. N 0 APPLY THERMOPLASTIC PAVEMENT MARKING AS SHOWN. 28 EA syr cl W_� �P OF CRI- © APPLY THERMOPLASTIC DOUBLE -DOUBLE YELLOW LINE STRIPE PER DETAIL 29. 72 LF O7 APPLY 6" THERMOPLASTIC WHITE BIKE LANE LINE PER DETAIL 39 AND 39A. 1,239 LF ah�^ 2 ® RE APPLY 12" THERMOPLASTIC WHITE LIMIT LINE. 25 LF WeND�1.1- 1 • IWa7S�lRU io -30-12 � O9 12C� 3Co�o37 REMOVE EXISTING, CONFLICTING STRIPING/PAVEMENT MARKING BY SAND BLASTING. 430 LF/15 EA MApoL 4 A�spc gx r. ,j ANG, APPLY THERMOPLASTIC DOUBLE YELLOW CENTERLINE STRIPE PER DETAIL 22. 482 L. F. 9302 PITTSE5U R60 QY12, SUITS 230 REMOVE EXISTING SIGN. 1 EA. R CF10 CUCAMONG4,, Gz 011-73(!7 Q APPLY BIKE LANE LEGEND AND ARROW PER MUTCD FIG. 9C-6(CA). 2 EA. f HOJU 9 1. Col Dq) 4P>1 - (a3 22 DIA�LE.► T. TOLL FREE -qqmmp""l -800-227-2600 A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT 4' I 1 125' dols �� 3T STRIPING 0 REMAIN - �� - 217 CURB & GUTTER EXIST. EP Prepared Under The Supervision Of EXIST. R 1-1 \ \ 101 J�OPi� f ADD R1-4 FUTURE c� �u �► -LIP DRAWN BY CURB RETURN �ol DM DESIGNED BY. EXIST. R/W -fl 14' 11 ' i 6' EF 34' / V � � O�� 0 C 341 22111 22' i FUTURE CURB & GUTTER EXIST. EP SHEET INDEX MAP NOT TO SCALE VICINITY MAP N. TS. i E EXIST. R/W FUTURE CURB & GUTTER W IST. E.P. PROP. MEDG4N CURB — VW W #� `,`' 5 0 —ice � Q 5 � 6.v 9 222 22,3 2 Q --- �?z 9 9 v Wm L=50' —o - %j jam— - — - ---- -- -- - — -- --- — --- ---.. -- -- — --- — — — -- - - - I �- --- PROP. CURB & GUTTER ,1�� PROP. R/W III II I 1 11 1 1 SAN SEVAINE ROAD SEE SHEET 2 Prepared Under The Supervision Of PREPARED IN THE OFFICE OF L. �wq�,Fy MADOLE AND ASSOCIATES, INC. c� �u �► -LIP DRAWN BY w� No. 36637 c �ol DM SHEET INDEX MAP NOT TO SCALE VICINITY MAP N. TS. i E EXIST. R/W FUTURE CURB & GUTTER W IST. E.P. PROP. MEDG4N CURB — VW W #� `,`' 5 0 —ice � Q 5 � 6.v 9 222 22,3 2 Q --- �?z 9 9 v Wm L=50' —o - %j jam— - — - ---- -- -- - — -- --- — --- ---.. -- -- — --- — — — -- - - - I �- --- PROP. CURB & GUTTER ,1�� PROP. R/W III II I 1 11 1 1 SAN SEVAINE ROAD SEE SHEET 2 TFC J\JO-, EXIST. R/W FUTURE �- CURB & GUTTER r— EXIST. E.P. v PROP. R/W PROP. CURB & GUTTER SOUTH HIGHLAND AVENUE SOUTH HIGHLAND AVENUE SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WI THIN 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 CONDITIONS AND S TANDA RDS IN EFFECT. DAVID JENKINS (909) 937-9151 EXT. 119 7.4 FUTURE—� CURB &GUTTER FUTURE CURB & GUTTER EXIST. R/W k - CURR & CUTTFR EXIST. R/W EXIST. CURB & GUTTER ,EXIST. STRIPING Q � Ir i z 4.yrL 34� HEMLOCK AVENUE Z SEE SHEET 2 Prepared Under The Supervision Of PREPARED IN THE OFFICE OF L. �wq�,Fy MADOLE AND ASSOCIATES, INC. c� �u �► 1455 AUTO CENTER DRIVE DRAWN BY w� No. 36637 c SUITE 200 DM DESIGNED BY. Exp: 06-30-08 ONTARIO, CA 91761 \� �9TF c PHONE (9 9) 937-9151 EF Y CHECKED BALF / V � � O�� 0 C &Vote 0� RCE 366327 EXP. 64i0- 8 DJ/GH WENDELL L. IWATSURU � - - FA Qn mar� TFC J\JO-, EXIST. R/W FUTURE �- CURB & GUTTER r— EXIST. E.P. v PROP. R/W PROP. CURB & GUTTER SOUTH HIGHLAND AVENUE SOUTH HIGHLAND AVENUE SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WI THIN 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 CONDITIONS AND S TANDA RDS IN EFFECT. DAVID JENKINS (909) 937-9151 EXT. 119 7.4 FUTURE—� CURB &GUTTER FUTURE CURB & GUTTER EXIST. R/W k - CURR & CUTTFR EXIST. R/W EXIST. CURB & GUTTER ,EXIST. STRIPING Q � Ir i z 4.yrL 34� HEMLOCK AVENUE Z SEE SHEET 2 O CI T Y OF FONTANA, CAL/FORN/A o SIGNING AND S T RIP/NG PLAN � SOUTH HIGHLAND AVENUE SCALE FROM SAN SEVAINE ROAD TO HEMLOCK AVENUE AS SHOWN TRACT NO. 17824 DA 7E.- 02/28/07 Z APPROVED BY• DRAWING NO. 1 7 4190 CITY TRAFFIC EN EER R.C.E. 68819 DATE 2 Prepared Under The Supervision Of PREPARED IN THE OFFICE OF L. �wq�,Fy MADOLE AND ASSOCIATES, INC. c� �u �► 1455 AUTO CENTER DRIVE DRAWN BY w� No. 36637 c SUITE 200 DM DESIGNED BY. Exp: 06-30-08 ONTARIO, CA 91761 \� �9TF c PHONE (9 9) 937-9151 EF Y CHECKED BALF / V � � O�� 0 C &Vote 0� RCE 366327 EXP. 64i0- 8 DJ/GH WENDELL L. IWATSURU O CI T Y OF FONTANA, CAL/FORN/A o SIGNING AND S T RIP/NG PLAN � SOUTH HIGHLAND AVENUE SCALE FROM SAN SEVAINE ROAD TO HEMLOCK AVENUE AS SHOWN TRACT NO. 17824 DA 7E.- 02/28/07 Z APPROVED BY• DRAWING NO. 1 7 4190 CITY TRAFFIC EN EER R.C.E. 68819 DATE 2