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HomeMy WebLinkAbout2760-4IGNING AND 5TRIMING G0N5TRU(;TI01!1 DOTES REMOVE CONFLICTING STRIPING / MARKING WITHIN LIMITS SHOWN 41 PROTECT EXIST. STRIPING AND MARKINGS AS SHOWN PCL MAP NO. 15172 APPLY SOLID 4' DOUBLE YELLOW STRIPE PER DETAIL 22 APPLY SOLID 8' WHITE STRIPE PER DETAIL 38 44 APPLY SOLID 8' WHITE GHEVRON5 OR DIAGONALS * 45' O.G. OR AS NOTED 45 APPLY SOLID 4' WHITE STRIPE 126-1262 APPLY SOLID 12' STOP BAR OR, CROSSWALK. 47 APPLY PAVEMENT MARKINGS AS INDICATED 48 INSTALL SIGN ON STREET LIGHT STANDARD AS NOTED ON PLAN, 49 INSTALL SIGN + POST AS NOTED ON PLAN. APPLY SOLID DOUBLE YELLOW STRIPE PER DETAIL 2q \I 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DATED JULY 1gg2. 2. MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. 3> TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMO- PLASTIC WITH ALKLYD BINDER AND SHALL BE APPLIED PER SECTION 84 OF GALTRANS STANDARDS. ALL STRIPING SHALL INCLUDE RAISED PAVEMENT MARKERS PER SECTION 85, 5, TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST GALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO GALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. Co. POST MOUNTED SIGN PER FONTANA CITY STANDARD DETAIL 13q. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, TRAFFIC SIGNS OR OTHER TRAFFIC, CONTROL AT ALL TIMES, 8. CONTROL POINTS OR 'GAT -TRACKING' SHALL BE APPROVED BY THE ENGINEER TWO C2) WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. q. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12' STRIPES PER CITY STANDARD DETAIL 104A. 10. CONFLICTING STRIPING / MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED BY THE SPECIAL PROVISIONS. SECTION E. X REMOVE EXIST, STRIPING AS REQUIRED ffi w 4 �L) Ow 120' TRANSITIONx 01 ��ww cJw v� UD Q �W 0)C9 lu �_j nil? U �> �< J1� w z O c+0 Z:CC)4-1 in °� gdd �0 % UO 0 00 �O C9 cvJ +nz +� �oc� Qa +�_'' + J + + + 6 c47 c0 0 p nI z 8 co X� J 0zW CVW N� + +� + € rw' r dr '� �rsc h c�0 R/W C9zzw �zw O 49 - X n 49 49 FUTURE G+ G 4q w w tP W 3C, X�I C9 t17 W EXIST. MEDIAN CURB w 40 � 69 70 71 �. s 72 Ni 73 74 n: ,,� o "-7c� - ��,_. a �,. �.., 76.,.r .: - __--._�-�__-x _� .� - . p 7 _� -, _'(t EXIST. MEDIAN CURB cr — — _.n. � __...___._____ .._ ._ .;.. _ ..____ ___ ___.. _ ----- _...... __._..__ Underground Service Alert CAU FREE UL s -4133 422 TWO WORKING DAYS BEFORE1 DIG /,� " 'q'FCORD REVISIONS EXIST. 120' TRANSITION AVENUE 9 Ota y G) C6639i -�JU-OI m tk tr � CIVI �4 ®I CpLlF EXIST. SOLID REFRESH 45 ('9 co i 7 EXIST. G + G �7- Nz d Erg BENCH MARK: OW STRIPE 150 LF 41 ST. SOLID WHITE STRIPE BASIS 0 ELEVATION: PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. OF THE INLAND EMPIRE 10601 CHURCH STREET STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 ,niG'' Q •2�-04i ENG ,s z.- TTY APPROVAL DATE IAPPROVAL DATE J ',. MADOLE R.C.E. 14814 DATE Q un W GL O W EXIST, ALK 78+70.57 BASELINE AVE =54+13.45 CHERRY AVE EXIST, AG BERM �--- EXIST. SOLID WHITE EDGELINE C9 EXIST SOLID WHITE STRIPE CV H --SEXIST, SOLID DOUBLE YELLOW STRIPE � LLJ_ < FV ' w LLj 0) ;C� g W + 0 C) O 0) w l� H X tS O 0 W W J1 X W X W GHERRY AVENUE SCALE IN FEET oil 3EARINGS: CI I O FUINTAINIA, CAL 1 1. R I I A S I G I G AIG STR I P I N G PLA , DRAWN BY: SCALE: ev�FESSI SL MA PCL MAP NO. 15172 ogp�q` LT y �ZON F DESIGNED: AS SHOWN No. 14814 rn CHECKED: DATE: Exp: 3-31-01 * M.B. qTF CIVIL tiP JOB NO. DWG. NO. SHEET NO. APPROVED I - "Q9 OF ChtIF�� 126-1262 270 OF CITY TRAFFIC ENG. RCE 26690 DATE *P40* REV.STRIP.S/W COR.BASELN 6 CHERY - 5[0,256]PF: 1262 630 29 -Jul -99 09:45 AM / 126-1262-1 DWG. DATE: