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HomeMy WebLinkAbout2684-13STRIPING GENERAL NOTES 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DATED JULY 1992 CNON METRIC EDITION) 2_ PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO GALTRANS STANDARD PLANS_ 3. PAVEMENT MARKING SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS_ 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD 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 CALTRANS SIGN SPECIFICATIONS SHEETS_ SIGN GODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET GODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS_ • G. ALL SIGNS SHALL BE MOUNTED ON A GALVENIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STD. DETAIL 139. 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 "CAT -TRACKING' SHALL BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO STRIPING APPLICATION. SIGNING + STRIPING NOTES: APPLY 4" SOLID YELLOW STRIPE APPLY 4" DASHED YELLOW STRIPE CDETAIL 2) APPLY 12" SOLID WHITE STOP BAR APPLY 4' SOLID WHITE STRIPE APPLY 4" DASHED WHITE STRIPE CDETAIL 9) APPLY DIRECTION ARROWS + PAVEMENT MARKINGS AS SHOWN ON PLAN INSTALL SIGN ON STREET LIGHT POLE AS NOTED ON PLAN INSTALL SIGN ON POST AS NOTED ON PLAN APPLY 5" SOLID WHITE STRIPE CDETAIL 38) APPLY G" WIDE SOLID WHITE STRIPE APPLY 4' WIDE YELLOW DOUBLE STRIPE CDETAIL 29) APPLY G' DASHED WHITE STRIPE CDETAIL 394) APPLY 8" DASHED WHITE STRIPE CDETAIL 375) CP tP 37r - 27.E N 86° 3 T L ©T NO 1500E3 L=179.62 n OC v co 13- 0 0 N Yo MEDINAll STREET SEE St-tEET 4 OF 5 IDWIG_ NO. 2GG8 U1 54' Ii 1 »Lz7U. 27'111 11 I, 7 20' 20' 7 L O N N 26 - N 86°33'52"E AUGUSTA Sof DRIVE SHEET NO- 11 37' 22' 1 42' 1201' LI 0 0DO n.Z� - ta 0r-+ kr)kn� SOL r z Q DAC) W o 006 O 000 N00 ++ II II 1 • 1coI w It - 1,10 '' I �! IL Ii- 1,10 1'pI 202 co 01- 32' v7c 14-1 a= tn 81 ac m 0 0 ac 0 m N 10 N 0 120' TRANSITION r51 w O Dz Oaac O I— N Z N {000 CO M � W � FAIRWAY #7 TRACT NO. 15©00 1 4 L=102' {r ' L=15fl`- SD N 86°33'52"E - p 13 L=50' I ( `r 11 E (1 10+7G.35 E M1IDINAt STREET FUTURE IMPROVEMENTS N I i lA 11G n V N DC 115 114 z 0 N 55 GLASS II BIKE PATH —A - SD ti -r--- =;7 t . CeIraaczC•CC.. <0.aSSIT...‘..11.+a.2..alt••=» TRACT NO. 1 ©O@ 4 FAIRWAY 4t6 CLUIEThfOUSIII TI A©T NO. 150 3 113 n 1— J O LJ 112 111 v (9OL {I , CLAS BIKE 5 PATH v N 10 • DRIVE Ik 108 N 0 109 77.22 75.03 45.02 45.02 47.84 45.00 <b �o • L=49.61L=17 . rn 0 0 L=51.04 L=38.96 v 16 ryai a N LOMEMEM 8 TRACT X10° 15(5E3(5 52. 107 Yf- tl ,,_,_: --;1 \ II ! ;� �. 13,1` 12• �, 1�' i 1al 1 I } , 3 1 , }� 1 `1 1 1 :q 81 ; " tea '-, i '1 1 ', l" \ i ; VIV:1'. �\\\ 't,Eta �'� ; N1 } ! .i ,11,E ', 61 1-1 N 1 1�1'1 t}, 1�}�f zr�� / \III Y,:\ 1 1 ; h, Q --- 1-11 /,N IA .c.:_____ . N')./ \ 1 N- 1 l N 1 7 69.01 GLASS BIKE N -- �.,..-II i i 8 ,1 0°31'2'1"W to 89032' 9032, 381 E }+ SIERRA AVE SA,RIPING ?LANS 2' i A t ___--- --1':-:1_ 8 \ 7 :-,',\ --A bo qv icl \ TR aacT427:10-@.,6 0 OQ ;�;� 53.32 \N \\/' In z Ij11 ' 0 I I I ;t z 1 1 4 fes. izr - I t 0 �y8 1 1 I I 11 V7 ooh 1 \ �1 / edO 1 I ;i i O \\/41 (r V N-70 6) w 0 CO 03 0 t GLASS II BIKE PATH N N 339.77 0 0 70 (51 10 0 10 0 70 qS o GLUIER -I -OUSE TnacT NO. 1500E3 27+19.11 C.L. CLUBHOUSE DR. K PER SIERRA AVE_ t'°'‘‘\ THESE RECORD DRAWiNGS-HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS,,OR OMISSIONS WHICH HAVE BEEN INCORPORATED-INTOITHE DOCUMENTS AS A RESULT THEREOF. DRIVE Sa- 1341G_ 140_ 2G53 511-t 5 Of 15 SCALE IN FEET 40 80 120 160 PLANS PREPARED FOR LEWIS HOMES OF CALIFORNIA ATTN: MR. GERRY BRYAN 1156 N. MOUNTAIN AVENUE P.O. BOX 670 UPLAND, CA 91786 PHONE: (909) 985-0971 BENCH MARK: # 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CEDROS AVE., IN POWER POLE NO. 9011E ON THE EAST SIDE OF CITRUS AVE. ELEVATION: 1467.59 BASIS OF BEARINGS: THE BEARING OF N89°30'06"E ALONG USED AS THE BASIS OF BEARINGS FOR THIS PLAN. CITY OF FONTANA, CALIFORNIA SIGNING AND STRIPING PLAN D /1//9/6-2_ Ofieth /3\ REVISIONS ENGR'S APPROVAL DATE CITY APPROVAL Va•7 DATE 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 J2.:-A7OLE R.C.E.14614 DATE 144 cr crvA Exp: 3-31-01 OF CAL1-C. DRAWN BY: M.N.S. DESIGNED: M.N.S. CHECKED: TRACT MAP NO_ 15c105 GLUM OU SE DRIVE FROM STA_ 9+77_00 TO STA_ 1G+78_71 SCALE: AS SF1OWN DATE: APP 826-1163 1 3or.i-3 CITY TRAFFIC ENGINEER R.C.E, 26690 DATE DWG. DATE:r