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HomeMy WebLinkAbout4821-140 EXISTING IIS R1 -1+R1-4 I w EXIST R/W�,i EXIST C��� 100' N 00°14'549'E 7:7T,.* ­EP EXISTING R1-1 +R1-4 � I w I I I EXIST EP EX R 112' 30' I i W i Z I W i i a I a r Z � M a a EP LO z N I-II �I I IIS N I I x LLI � II Lon II i I II ISI I_1 1 EXIST ling 32' C & G II NORTH II GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. C/L INT. 10+00.00 SANTA ANA AVE. =10+00.00 POPLAR AVE. 13+10 JOIN I EX STRIPING I I Ln .3 i RinivV � END SANDBLAST END SANDBLAST � EXISTING R 1-1 +R 1-4 21 POPLAR AVENUE R3-7 EXIST W3-1 -- -- -- -- -- -- -- ---- -- -- -- -- -- -- -- - -- -- -- - \ 9 7'� _ \ EXIST C/G� 7 EXIST C/G-� 0 1 1 100' N 3 w N M 13- 14- 15- 16- 0 6 11N C-4 2 1 4 1O N 1 0 0 N PROPOSED C/G�_ 04 7 i- - -- PROPOSED R/W -- -- -- -- -- -- -- -- -\ -_/ DEW EXISTING R1-1 +R1-4 21 W9-1 T PROTECT IN PLACE i DURING CONSTRUCTION 20+50 JOIN AHEAD � 5 21 W3-1 mp 30' � EXIST R/W Of m Q 00 0 0 a- 0 a. 12' I I 160 RELOCATE R1-1 +R1-4 UPON COMPLETION OF CONSTRUCTION BENCHMARK #2ss RAILROAD SPIKE IN P.P. N0. 71883 AT THE N.E. CORNER OF POPLAR AVENUE AND SANTA ANA AVENUE. ELEV. - 1019.83 0 O 0 + C4 w > W m Z a J w vwi = Q 10847 POPLAR AVENUE (NoSTRIPING CONSTRUCTION NOTES LO + _ _ _EXIST C/G� _- � _ �--CO- -7 o-- - y- � _ EXIST R/W---*., I 21 W4-2 1. REMOVE CONFLICTING EXISTING STRIPING/MARKINGS BY SANDBLASTING 2. APPLY DOUBLE YELLOW PER MUTCD DETAIL 22 3. APPLY 4" WHITE RIGHT EDGELINE PER MUTCD DETAIL 27B 4. APPLY 4" SOLID WHITE LINE (L=50') 5. APPLY "STOP AHEAD" LEGEND PER CITY STANDARDS 6. APPLY "STOP" LEGEND PER CITY STANDARDS 7. APPLY 12" WHITE LIMIT LINE PER CITY STANDARDS 8. APPLY 4" STRIPED WHITE LINE PER DETAIL 9 9. REFRESH STRIPING OR LEGENDS AS NECESSARY 10. APPLY 18' TYPE VI ARROW PER MUTCD FIG. 3B-21 11. APPLY CHANNELIZING LINE PER MUTCD DETAIL 38 No SIGNING CONSTRUCTION NOTES 21. INSTALL SIGN PER CITY STANDARD DETAIL 4003 22. PLACE TYPE L MARKERS ON EX PP PER STREET PLANS CITY SIGNING AND STRIPING GENERAL NOTES O O O �D +w 0-1 N 3: W OJ Z w J m w = w V Q 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION 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 WITHIN THE CITY LIMITS. CALL (909) 350-7610. 2. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS, DETAILS, DIMENSIONS, AND PROCEDURES DESCRIBED IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED JANUARY 2010. 3. CONTACT TRAFFIC ENGINEERING PROJECT MANAGER AT (909) 350-7610 TWO WORKING DAY PRIOR TO REMOVAL OF TRAFFIC CONTROL DEVICES OR EQUIPMENT. STOP SIGNS SHALL ONLY BE REMOVED BY CITY PERSONNEL 4. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED JANUARY, 2010. 5. TWO WORKING DAYS NOTICE SHALL BE GIVEN TO THE CITY ENGINEER (909) 350-7610 FOR APPROVAL OF CONTROL POINTS OR "CAT TRACKING" PRIOR TO APPLICATION OF PAVEMENT STRIPING . 6. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS, UNLESS OTHERWISE SHOWN ON PLANS. 7. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 4003. 8• STENCILS USED FOR PAVEMENT MARKINGS SHALL MATCH CITY OF FONTANA STANDARD STENCILS. 9. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE NOTED. 10. CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF THE 12" STRIPES UNLESS OTHERWISE SHOWN THE PLANS, PER CITY STANDARD DETAIL 1003. 11. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE DEVELOPER, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTODESK CAD FILES, TO THE CITY ENGINEER. 12. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED, SHALL BE BY SANDBLASTING. 13. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 ON HIGHWAYS WITH RAISED MEDIANS. 14. BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY STANDARD PLAN. -- -- -- -- -- ----- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- EXIST R/W 7-7 EXIST C/G�� EXIST C/G�- N M 21- 22- 23- 24- 25- 26- 1 N EXIST C/G:i_� EXIST R W 3 TOLL FREE -qmmmmlw'1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT POPLAR AVENUE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. QFtOFESS�p w No. 46354 Exp. 12/31/12 F OF CA1-�FO� EXIST C/G�- z 0 �w w _Z a.„ o V) L +off rl_zx N w Prepared Under The Supervision Of BLAINE A. WOMER, RCE, PRESIDENT BLAINE A. WOMER CIVIL ENGINEERING 41555 E. FLORIDA AVENUE, SUITE G DRAWN BY: HEMET, CA 92544 RWS PH 51-658 1727 DESIGNED BY: 1-658- 47 DT ate ;� u CHECKED BY; B ame A. logmler R.C.E. 46354 BAW APN 0237-101-16-0000 ASP 08-027 CITY OF FONTANA, CALIFORNIA SIGNING AND STRIPING PLAN SANTA ANA AVENUE SC 1 E' = 40' AT DATE: POPLV AVENUE 09-08-11 APP E 10,DRAWING NO.: 4821 @Trr1 ' E R R. .E. 51152 DATE 1 1 REVISION DESCRIPTION POPLAR AVENUE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. QFtOFESS�p w No. 46354 Exp. 12/31/12 F OF CA1-�FO� EXIST C/G�- z 0 �w w _Z a.„ o V) L +off rl_zx N w Prepared Under The Supervision Of BLAINE A. WOMER, RCE, PRESIDENT BLAINE A. WOMER CIVIL ENGINEERING 41555 E. FLORIDA AVENUE, SUITE G DRAWN BY: HEMET, CA 92544 RWS PH 51-658 1727 DESIGNED BY: 1-658- 47 DT ate ;� u CHECKED BY; B ame A. logmler R.C.E. 46354 BAW APN 0237-101-16-0000 ASP 08-027 CITY OF FONTANA, CALIFORNIA SIGNING AND STRIPING PLAN SANTA ANA AVENUE SC 1 E' = 40' AT DATE: POPLV AVENUE 09-08-11 APP E 10,DRAWING NO.: 4821 @Trr1 ' E R R. .E. 51152 DATE 1 1