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HomeMy WebLinkAbout5444-1c� z CL N N M - + d N lot PROP. CURB do GUTTER— PER DWG. 5227 24 PROP. DBL YELLOW N UNE PER DWG. 5229 -54 TAPE TRANSITION EXIST. CURB k GUTTER W - -�- -- -L —�— O- -- i - - cN W 2 N W 33 N W Z = IGNING AND = TRIPING PLAN 1571 =ANTA ANA AVENUE iI I. L__l I� >t 26 N N N PROP. CURB do GUTTER CATAWBA AVENUE fEXIST. R/W CURB k GUTTER = — PROP. CURB-` do GUTTER PROP. SIDEWALK-/ C> c�i> 1M + d +o M d CA TA WBA A VEN UE CITYF OO FOO NTANA Ir�l, wl O I EXIST. R/W I � - 21 29 s C. a ri � r•i � o + orn 11- W UD J +0 N O N U N d W CN N 36 i 36+96 END STRIPI -in SCALE-.. 1 "= 40' II LL ® .W.1 II 1 3 EXIST. (C RB k GUTTER 0 -- -- I II -- W --+I��� W N N (N N W [N Z V a I I I SCALE.- 1 = 40' I II az a a rn o — 0 ++ M O, 37 — — 3318- 5 R1-1 1 I I I _ I I SANTA ANA AVENUE i CONSTRUCTION NOTES QUANnnES Qt RELOCATE EXISTING TRAFFIC SIGN AS SHOWN............................................................................ 1 EA E2 C) THERMOPLASTIC 4" DOUBLE YELLOW LINE PER CALTRANS STD PLAN A20A, DETAIL 22 ................2,089 o CV LF ❑3 + a "STOP" STENCIL PER CALTRANS STD. PLAN A24D....................................... �3 EA 4❑ APPLY 6 = IGNING AND = TRIPING PLAN 1571 =ANTA ANA AVENUE iI I. L__l I� >t 26 N N N PROP. CURB do GUTTER CATAWBA AVENUE fEXIST. R/W CURB k GUTTER = — PROP. CURB-` do GUTTER PROP. SIDEWALK-/ C> c�i> 1M + d +o M d CA TA WBA A VEN UE CITYF OO FOO NTANA Ir�l, wl O I EXIST. R/W I � - 21 29 s C. a ri � r•i � o + orn 11- W UD J +0 N O N U N d W CN N 36 i 36+96 END STRIPI -in SCALE-.. 1 "= 40' II LL ® .W.1 II 1 3 EXIST. (C RB k GUTTER 0 -- -- I II -- W --+I��� W N N (N N W [N Z V a I I I SCALE.- 1 = 40' I II az a a rn o — 0 ++ M O, 37 — — 3318- 5 R1-1 1 I I I _ I I SANTA ANA AVENUE i CONSTRUCTION NOTES QUANnnES Qt RELOCATE EXISTING TRAFFIC SIGN AS SHOWN............................................................................ 1 EA E2 APPLY THERMOPLASTIC 4" DOUBLE YELLOW LINE PER CALTRANS STD PLAN A20A, DETAIL 22 ................2,089 LF ❑3 APPLY THERMOPLASTIC "STOP" STENCIL PER CALTRANS STD. PLAN A24D....................................... 2 EA 4❑ APPLY THERMOPLASTIC "AHEAD" STENCIL PER CALTRANS STD. PLAN A24D...................................... 1 EA �5 APPLY THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN RSP A24E................... 30 LF �s SUPPLY AND INSTALL TRAFFIC SIGN AND POST PER CITY OF FONTANA STD. 4003 ............................. 1 EA �7 APPLY THERMOPLASTIC 4" WHITE LANE STRIPE PER CALTRANS STD. PLAN A20A, DETAIL 12 ................. 726 LF ❑a APPLY THERMOPLASTIC 4 -INCH LEAD -OUT WHITE STRIPE WITH TYPE G MARKERS ............................... 50 LF SIGNING AND STRIPING GENERAL NOTES 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA DEPARTMENT OF ENGINEERING 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 WITH IN THE CITY LIMITS. CALL (909) 350-7610. 2. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO THESE PLANS, THE CITY OF FONTANA STANDARD SPECIFICATIONS, THE CITY'S SPECIAL PROVISIONS, SECTION E, THE STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA, DATED 2010, AND THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, DATED 2014. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN TEMPORARY TRAFFIC CONTROL AT ALL TIMES. 4. ALL SIGNS SHALL BE INSTALLED PER CITY STANDARD DETAIL 4003, UNLESS OTHERWISE SHOWN ON THE PLANS. 5. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE NOTED. 6. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 ON ROADWAYS WITH RAISED MEDIANS. 7. SUBSTITUTE DETAIL 14A STRIPING FOR DETAIL 12 STRIPING FOR ROADWAYS WITH RAISED MEDIANS. 8. STRIPING AND PAVEMENT MARKINGS TO BE REMOVED SHALL BE REMOVED BY SANDBLASTING OR OTHER APPROVED METHODS, NONE OF WHICH SHALL DAMAGE THE PAVEMENT. THE 'BLACK OUT' METHOD OF REMOVAL IS NOT PERMITTED. ANY PAVEMENT DAMAGED BY REMOVALS SHALL BE REPAIRED PER APPROVAL OF THE CITY ENGINEER AT NO COST TO THE CITY. 9. CONTROL POINTS OR "CAT TRACKING" SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF PAVEMENT STRIPING AND LEGENDS. NOTIFY THE CITY AT LEAST TWO DAYS PRIOR FOR APPROVAL OF "CAT TRACKING." 10. STRIPING AND PAVEMENT MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 11. BLUE RAISED PAVEMENT MARKERS SHALL BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY STANDARD PLANS. 12. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TO THE CITY ENGINEER. GRAPHIC SCALE SIGN LEGEND 0 40 80 120 (IN FEET) 1"=40' rTn n II z �HNy c� a 1 (n n esu 1 * ; R1-1 V) - x �� m c- SANTA NA AVENUE �4 oFCA'v W3-1 I--- -----------==-----------------------------_____—___—_-----_---___ ---------------------- - - - ----- --- � RECORD DRAWINGS FUTURE CURB k EXIST. DBL YELLOW EXIST. DBL YELLOW GUTTER _ o N _ Ml€€R 9WG.-x138— v THESE RECORD DRAWINGS HAVE BEEN PREPARED. IN 2 2 N II PART, ON THE BASIS OF INFORMATION COMPILED AND 9 1 r' 11 12 13 14 15 16 17 18 N 19 :_ !� - 6 _ FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE N 8 w — — — — — — — — — — — — — — — — — — — — — — — W RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH Q HAVE BEEN INCORPORATED INTO THESE DOCUMENTS o Z, N N AS A RESULT THEREOF. N FUTURE 4'-)•• PROTECT ALL EXISTING UTILITIES IN BIKE LANE z PLACE UNLESS OTHERWISE NOTED. YIMJ J _ O N LO O (n M j O N �d �o Ca rlo Ln C14 UJ # NOTE: +0 a s i = ^ o HORIZONTAL AND VERTICAL LOCATIONS TO - BE VERIFIED IN THE FIELD AND ENGINEER NOTIFIED OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. CATAWBA AVENUE _j BENCH MARK: NO. REVISION DESCRIPTION DATE ENGR. CITY DATE CITY OF FONTANA, CALIFORNIA CITY OF FONTANA BENCHMARK NO. 289 Q SHOULD CONSTRUCTION OF THE QROFESS/pyq \ZHUITT~ZOLLARS NGVD29, ELEVATION= 1032.22'D C7AT REQUIRED IMPROVEMENTS NOT �o -'rt ' H. ° FOUND RAILROAD SPIKE 2. POWER POLE, NE CORNER COMMENCE WITHIN TWO YEARS op $0 J-'�a� Fyll SO(MHO J� A(n1DD STROPOHO PL�AH OF THE DATE OF APPROVAL �y P 9 �1 CATAWBA AVENUE k SANTA ANA AVENUE a SHOWN HEREON AND CARRIED jW: NO. 33366 ;p 3990 ONCOURzOIIaS, SUITE 330 *ONTARIOTION, CALIFORNIA 9176 * Ontario9099) 9441-7799 DRAHZ s AFF 75977 SANTA ANA AVENUE SAS SHOWN BASIS OF BEARING: tBEFORE WORKING THOETCITYNE GINNEERENT MAYMANNER, REQUIRE � 6X30A2016 �� DESIGNED BY: CATAWBA AVENUE & DATE: YOU DIG REVISIONS TO THE PLANS TO 11*' *%DLW NTA ANA AVENUE 3/2016 THE BEARINGS SHOWN HEREON ARE BASED ON BRING THEM INTO CONFORMANCE 1�`r�N•• TIL _1A APPRovEDer MAURICE H. MU D R.C.E EXPIRES DATETHE CENTERLINE OF CATAWBA AVENUE BEING 1-800-227-2600 WITH STANDARDS IN EFFECT. 1\lF 0 �FO�r CHECKED BY: /IPPR D BY: 23 '/G DWG. NO.:ml NORTH 00' 15' 00" EAST PER R.S.B. 79/56. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT / / �"p�33366 6-30-16 3 (O /% M.H.M. ' 5444 RECORD DRAW/NG Z & n JM ja ENGINE R.C.E. 51152 DATE: