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HomeMy WebLinkAbout2768-152 52' < w3: I � I I 0 ► i w ►� 1 (I w uj cy 10 C� CD Z Fi Iz 1-- i= I cn I I I I► cn X 1 LLJ I I W W H SIGNING CONSTRUCTION NOTES: D—REMOVE 2 EXISTING R1/SNS/SW1 SIGNS AND POST (BY CITY FORCES)(QUANTITY — REMOVE EXISTING W17 SIGN AND POST (QUANTITY — 1 EACH). REMOVE EXISTING W17 SIGN (QUANTITY — 1). REMOVE EXISTING R61 SIGN AND POST (QUANTITY — 1 EACH). REMOVE EXISTING FLEXIBLE DELINEATOR (QUANTITY — 8). FURNISH AND INSTALL R18-2 SIGN AS SHOWN (QUANTITY — 1) RELOCATE EXISTING W81 SIGN AND POST AS SHOWN (QUANTITY — 2 EACH). RELOCATE EXISTING R28(S)R SIGN AND POST AS SHOWN (QUANTITY — 1 EACH). 3 6 7 8 2 EACH). fill , II STRIPING CONSTRUCTION NOTES: 11 N (D— REMOVE CONFLICTING STRIPING/MARKING AS DIRECTED BY THE ENGINEER (QUANTITY — 1035 S.F.). 2 APPLY 12" SOLID WHITE CROSSWALK MARKING QUANTITY - 735 S.F. . ( ) �'� 1 I I► it �II� 3 APPLY TYPE IV ARROW MARKING AS SHOWN (QUANTITY - 45 S.F.) / I II II 4 APPLY 8" WHITE CHANNELIZATION STRIPE (DETAIL 38)(QUANTITY - 94 S.F.) HIGHLAND SOUTH / i ,;;�, n,,,�� R7/TYPE K I 1 5 EXISTING STRIPING TO REMAIN �I ' I I I I 1AVENUE ;` _EXISTING RIGHT OF WAY- _ EXISTING RIGHT OF WAY __-___------------------- _--------- - - -- R2(45) ' << _ �j ` R28(S)R i - - i i -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- EXISTING BUSBAY 1 ,`_� EXISTING CURB AND GUTTER---_-_--_--_______________________ ------------------------- - - - - -- - -- - - ---_- ____________--- - ---------------------------- - - � - 2 DELINEATORS �7 5 TO REMAIN o �� 5 5 15 0 5 / 3 5 5 5 5 Ln N �iK-RAIL / / 4 140' �' N / - 0 4" SOLID WHITE 5_R7/TYPE K f� 1 1 I 0 3 N Lo o N EXISTING CURB AND GUTTER L — _ _ — — — _ _ — R18-2 EXISTING RIGHT OF WAY11 11 A 1-1 MATCH LINE BELOW RIGHT►1 \:�► I �.:�,_ � ill � l 1 I it II 'I Iii 12' 1II I I � _ � _ II ( I! I I Y 120' ---`-13' - �I I{ 11 II a I li II I I fill I ` I III 11 II I 11 fill II � I ► � ' II II I) I I Luif,It I II II 111 I I i 11 II II { I I I► I I 1 I ll l II II I I H � i fill ( I I i ►I IIII I I III I II N I II it II I 1 IIIA I N I fill Z� III I � I I II I II t II III I /l I II 1 I I III II II � III � LufillI it III I , > I I I It II I III I ` I fill I I I 52' u I� I I III I N i fill II II IlfillI I � I I II II \ III I I II I II II I \ I I I 1 I III i I �i I I Imo/ I , II I II II \ I III I i 11 I 57 52 I 72 _ — _ T � � R7/TYPE K 4" SOLID WHITE o o 0 115 o irl Lo DELINEATORS- �o K -RAIL z% W81 TO REMAIN -- — — —— — — —— — — — — — — L —————————————————————— — — — --- — _—_--------- __ EXISTING BUSBAY i �`J - - - - - - - - - - - - - - - - - - - - - - - - _s __ ING RIGHT OF WAY 5 TYP . SIGNING AND STRIPING GENERAL NOTES: / 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL II ES N THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA CONFORM TO THESE PLANS, , IIII I 1 ! AND THE 1992 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. IIII I / V IIII I 2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. - I II I I III ► + 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS. LJ 00 4. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST oc III I I CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM It III I I TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD od III 1 I / UNLESS OTHERWISE SHOWN ON THE PLANS. _ III I I III , 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS ; I III I II ' 4 III I Q I II I II II III Q I it I I II 11 I Ii I I I II II ( I I IIS_ �--40'11O 1 II I IIII I 01 I II II 1 11 I II II /U III I III F— � I III II 1 III 1 = � I II � fill 4. :EI SII 9 II I a , 1 �I I � I II fill LL_ � 1 III 40 it II 40 1 II I � � 0 I 1{ �' I II II I I I III CD I III 52' 52' Z I II Opp I II II III ► III — w = cn ( I � I IIII 11 N III I � V)X uj I II II i I► I — I II m I ►I II /1 III I III J XI IIII II I +t III I w CD 1 II C) I II II 1 III w I III 1 IIS— 20 13' 1 IIS 13' - - 2 0' —�li I Z 1 II I II II I III i V) I II C/) I I II II I i X I II 5-< I 1 II II I I III Li I II I � II II III i II I it it III III II I II "__. III( II it II i II i � I I III I II II III I � I II I II II ( I� III I i I I I III II II III I I I If I%J II II w Lu I I IIII II II III I I 111 II II III 3 R26(S) I IIII II II I it TO REMAIN I i N I N I II ^ T ^, � ^;� ► 11 I IIII II II `� ; ' III .;I�;� 1; I IIII II if " ` ' III .. .. 1 u MATCH LINE ABOVE LEFT Iry OR OTHER TRAFFIC CONTROL AT ALL TIMES. 6. CONTROL POINTS OR "CAT—TRACKING" TO BE APPROVED BY THE ENGINEER TWO WORKING DAYS PRIOR SCALE: 1"=20" TO PAVEMENT STRIPING APPLICATION. 20 10 0 20 40 60 7. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY STANDARD DETAIL 104A. 8. CONFLICTING STRIPING/MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED BY THE SPECIAL PROVISIONS, SECTION E. 9. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STANDARD DETAIL 139. I ------ 9 r- I DIAL VORKING BEFORE T YOU DIG YOU DIG A FmIC SmICE lr IA SER I2I� AUTOCAD FILENAME: