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HomeMy WebLinkAbout2918-2610, I 411 z P:) z W < f ry 1' rib7 Ld Ij 0 > o' J1 /P LL. CL < > G/ 0 It < 0 S LA 0 Z C< < z 0 O-JLLi Iri 6 wq= miss anal spm a= m laftt­"� =0 =11h D__m, to.., ?Um =;xm -11 < mm mz= 01. tll H Lj E Xaw 0 6.55m [21.50'] _j 0 IF , N F F�/,`j 7' qpe 4 A 14 CV/ wi m rr A-5 25 .... .. . .. 25m r,, _----- 48m1110 .............. 3.6m [11.81 3.6m [11.81_] 3.6m[1 1.8 /3.6 m 11. 81'1 1 1 4 4 -3 pm[11.81'] I 0 40 1 2 9v Zt. L 30m25 3.6m[11.81' ] 12 3.6m [11.81'] 9 3.6m [11.81'] 10 25 ............. .. 3.6m[11.81'] 16mi[.14-.81 > < 25m 2 L5m 82m m 1 IS �97 x 2 8 5, T 0 37.0( U_j _PROVIDE .37*' 0 0 T4_ 0 L EF _+ - 11 1 + VERSE -1 S E `41JRN" OPENING L T, + ir 2 20-0 5 zo kv /p, F_ Y `t,) < V) / ry!'Fr L X Y' ilUX 01 r1r r1 i it I L I N -1i I �11 t1-1 STRIPING CONSTRUCTION NOTES 1O--CALTRANS RIGHT TURN ARROW, TYPE IV 2 100mm [4"] WIDE SOLID WHITE LINE O3 -- CALTRANS DROP LANE, DETAIL 37B 5 —CALTRANS LANE LINE, DETAIL 12 MERGE ARROW, TYPE VI CALTRANS RIGHT EDGE LINE, DETAIL 27B O9 --SANDBLAST ALL CONFLICTING STRIPING, ARROWS & LEGENDS INTERSECT'ON DEFINED BY CROSSWALKS OR LIMIT LINES AND REMOVE RAISED PAVEMENT MARKERS. 10 -----CALTRAN.c,' LEFT TURN ARROW, TYPE IV 11 --CALTRANc,l NO PAUSING ZONE—TWO DIRECTION, DETA1.21- 22 @ 12 CALTRAN�-'; MEDIAN ISLAND, DETAIL 29 13 --- EXIST. STREET SIGN & POST S—INSTALL CLASS I TYPE "F" DELINEATOR 15 INSTALL TRAFFIC SIGN & POST, TYPE PER PLAN @_ CAL TRANS TWO—WAY LEFT TURN LANES, DETAIL 32 19 PROTECT EXISTING STRIPING AND SIGNING @_ CALTRANS LANE LINE, DETAIL 38 25 JOIN EXISTING ................................ 23 1F,4q-11;1CZgf _ j%0R,05 AeR AN PAIA17 Allbl 11r 1%A 6417R -5 S,WALAN /1409. A-2-4,0 ! 0 REFERENCE PLANS --- T POLY.A.X j r. 21) 2 _0 D 0 -114 STRIPING. GENERAL NOTES 1. ALL SIGNING, STRIPING, AND PAVEMENT MARKING WORK SHALL CONFORM TO CALTRANS LATEST TRAFFIC MANUAL, STANDARD PLANS, STANDARD SPECIFICATIONS, AND THE SPECIAL PROVISIONS. STRIPING SHALL INCLUDE INSTALLATION OR REMOVAL OF RAISED PAVEMENT MARKERS. 2. THERMOPLASTIC STRIPING, CROSSWALK, ARROW OR LEGEND AS NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS SHALL CONFORM .TO STRIPING DETAILS. 3. STRIPING FOR CROSSWALK SHALL CONFORM TO CALTRANS STD. PLAN NO. A 88A, CASE "E" ❑E — EXISTING SIGNING, STRIPING ARROWS OR LEGENDS TO REMAIN UNLESS NOTED OTHERWISE ON THIS PLAN. I p 17',.,'J-- L [121 DIST COUNTY ROUTE 08 SBd 66 KILOMETER POST TOTAL PROJECT 17.49/19.84 IIS SHEET I TOTAL No SHEETS e trio A 77= -------- 10 5: 0 M i 0 -------- ---- 1 13.78'] .-f.) L: CQ J+ E -i 127m 11 vs 11.81 * ----- 30m 20 k_ ------ ---- 3 T of . ...... E-4 7.L R1 15 J-1 NNIC)COV /-,--L IN. 0 I (D NiLir 1\1 D 0 2_4 Z/ cR 2 CO) -0 9 _1_117 C) A --- -----C S8`J CL 5 < (D (D 0 co F < 0 7 Cj) LU WE UJ '0 cc 00 rp U_ o sa Lu CT g E) 2 ca E Cn D GRAPHIC SCALE ,cc= IN METERS 10 0 5 10 20 30 40 50 1 :500m ■mor 1'!mal1, Inc. smIr A Civil Engineering - Planning - Surveying - Public Works 2.03 N, Golden Circle St. 300, Santa Ana, Ca. 92705 — (714)664-0570 PREPARED UNDER THE SUPERVISION OF: "'(42tAl 0,000- T 0• 112 AP=I REVISIONS APP (V ENROV*LDATE r_ ATE ELIZER M. RUIT" "..E. NO. 46158 l I AL Q of 12 No. 46158 Im Expl& - C1 IL OF C 4__ F2 .0/ DATE: NOTE: ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE. ti FOR REDUCED PLANS ORIGINAL o 20 40 60 80 EA 317900 SCALE IS IN MILLIMETERS 01 r1r r1 i it I L I N -1i I �11 t1-1 STRIPING CONSTRUCTION NOTES 1O--CALTRANS RIGHT TURN ARROW, TYPE IV 2 100mm [4"] WIDE SOLID WHITE LINE O3 -- CALTRANS DROP LANE, DETAIL 37B 5 —CALTRANS LANE LINE, DETAIL 12 MERGE ARROW, TYPE VI CALTRANS RIGHT EDGE LINE, DETAIL 27B O9 --SANDBLAST ALL CONFLICTING STRIPING, ARROWS & LEGENDS INTERSECT'ON DEFINED BY CROSSWALKS OR LIMIT LINES AND REMOVE RAISED PAVEMENT MARKERS. 10 -----CALTRAN.c,' LEFT TURN ARROW, TYPE IV 11 --CALTRANc,l NO PAUSING ZONE—TWO DIRECTION, DETA1.21- 22 @ 12 CALTRAN�-'; MEDIAN ISLAND, DETAIL 29 13 --- EXIST. STREET SIGN & POST S—INSTALL CLASS I TYPE "F" DELINEATOR 15 INSTALL TRAFFIC SIGN & POST, TYPE PER PLAN @_ CAL TRANS TWO—WAY LEFT TURN LANES, DETAIL 32 19 PROTECT EXISTING STRIPING AND SIGNING @_ CALTRANS LANE LINE, DETAIL 38 25 JOIN EXISTING ................................ 23 1F,4q-11;1CZgf _ j%0R,05 AeR AN PAIA17 Allbl 11r 1%A 6417R -5 S,WALAN /1409. A-2-4,0 ! 0 REFERENCE PLANS --- T POLY.A.X j r. 21) 2 _0 D 0 -114 STRIPING. GENERAL NOTES 1. ALL SIGNING, STRIPING, AND PAVEMENT MARKING WORK SHALL CONFORM TO CALTRANS LATEST TRAFFIC MANUAL, STANDARD PLANS, STANDARD SPECIFICATIONS, AND THE SPECIAL PROVISIONS. STRIPING SHALL INCLUDE INSTALLATION OR REMOVAL OF RAISED PAVEMENT MARKERS. 2. THERMOPLASTIC STRIPING, CROSSWALK, ARROW OR LEGEND AS NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS SHALL CONFORM .TO STRIPING DETAILS. 3. STRIPING FOR CROSSWALK SHALL CONFORM TO CALTRANS STD. PLAN NO. A 88A, CASE "E" ❑E — EXISTING SIGNING, STRIPING ARROWS OR LEGENDS TO REMAIN UNLESS NOTED OTHERWISE ON THIS PLAN. I p 17',.,'J-- L [121 DIST COUNTY ROUTE 08 SBd 66 KILOMETER POST TOTAL PROJECT 17.49/19.84 IIS SHEET I TOTAL No SHEETS e trio A 77= -------- 10 5: 0 M i 0 -------- ---- 1 13.78'] .-f.) L: CQ J+ E -i 127m 11 vs 11.81 * ----- 30m 20 k_ ------ ---- 3 T of . ...... E-4 7.L R1 15 J-1 NNIC)COV /-,--L IN. 0 I (D NiLir 1\1 D 0 2_4 Z/ cR 2 CO) -0 9 _1_117 C) A --- -----C S8`J CL 5 < (D (D 0 co F < 0 7 Cj) LU WE UJ '0 cc 00 rp U_ o sa Lu CT g E) 2 ca E Cn D GRAPHIC SCALE ,cc= IN METERS 10 0 5 10 20 30 40 50 1 :500m ■mor 1'!mal1, Inc. smIr A Civil Engineering - Planning - Surveying - Public Works 2.03 N, Golden Circle St. 300, Santa Ana, Ca. 92705 — (714)664-0570 PREPARED UNDER THE SUPERVISION OF: "'(42tAl 0,000- T 0• 112 AP=I REVISIONS APP (V ENROV*LDATE r_ ATE ELIZER M. RUIT" "..E. NO. 46158 l I AL Q of 12 No. 46158 Im Expl& - C1 IL OF C 4__ F2 .0/ DATE: NOTE: ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE. FOR REDUCED PLANS ORIGINAL o 20 40 60 80 EA 317900 SCALE IS IN MILLIMETERS C:� =(U = CITY OF FONTANA CALIFORNIA 65 LT U) DRAWN BYSCALE: SIGNING AND STRIPING PLANS A.N. BOULEVARD ROUTE 66 AS SHOWN C C" 0)M.S.O.�'A: DESIGNED BYFOOTHILLUj 0-0 0XXXXX DATE: CHECKED BY L.M.R. A XXXXI ,4 F 031 6 WO JOB NO, APPROVEDNO NO DR. . SHT . . 99089 CITY TRAFFIC ENGI 690 DATE Z9 18 26 OF 45 (3N