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HomeMy WebLinkAbout4262-1EAST AVENUE 0 8+00 9+00 CV N -- -----R/W— - I i I I 7 STA. 8+611 �♦ I I to Ia-I LEX AVENUE v) m z R EXISTING CURB AND GUTTER FOOTHILL I-ie1l10�7_1:1D] + + + +v N N NN N v 0 cn EXISTING CURB cn cn c ir EXISTING CURB O O -- -R/W -- -- -- --- ANDG�TTER -- R/W-- - -- -- -- -- R/W-- -- -- AND GUTTER-- -- O 0 iv 14 7 10 14 4 O n 14 50' 7 50' 14 4� ,� � `p � � 14 PROPOSED v1EDIAN ��� � . � � �— + (� NLd 00 21 +00 7 22+0� 3 23+00 200' 24+00 25+00 26+00 27+00 28+00 29+00 30 . 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ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALLO1 APPLY THERMOPLASTIC, 8" SOLID WHITE STRIPE, DETAIL 38. 18 APPLY THERMOPLASTIC, DOUBLE YELLOW STRIPE, DETAIL 22. STA. 8+01+ 6 CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS O APPLY THERMOPLASTIC, 12" SOLID WHITE CROSSWALK UNE. 19 APPLY THERMOPLASTIC, EDGELINE, DETAIL 27B. R61-19 CA ( ) DATED, AUGUST 30, 2006 O APPLY THERMOPLASTIC, DOUBLE YELLOW STRIPE, DETAIL 29. I 2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. APPLY THERMOPLASTIC, LANE STRIPE, DETAIL 14A. I I® I I 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS. 0 APPLY THERMOPLASTIC, TYPE IV ARROW AS SHOWN. 4. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE PLANS. © FURNISH AND INSTALL SIGN AS NOTED. 18 STA. END TAAPERPER 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, O7 APPLY THERMOPLASTIC, 4" SOLID WHITE STRIPE. PER CITY STANDARD DETAIL N0. 4003, OR AS SHOWN ON STREET LIGHTS. ® RELOCATE EXISTING SIGN BEHIND PROPOSED IMPROVEMENTS. I I 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS I I OR OTHER TRAFFIC CONTROL AT ALL TIMES. O9 APPLY THERMOPLASTIC, 12" SOLID WHITE LIMIT LINE. 7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE CITY TRAFFIC ENGINEER TWO 10 APPLY THERMOPLASTIC, 6" BIKE LANE LINE PER DETAIL 39. WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. 8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY STANDARD APPLY THERMOPLASTIC, BIKE LANE INTERSECTION LINE PER DETAIL 39A (100'). I DETAIL 1003. ERM PL STIC, THERMOPLASTIC, BIKE LANE S*MBe6 AND BIKE LANE ARROW PER MAPPLY UTCD GRAPHIC SCALE I 9. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL PROVISIONS, SECTION E. 13 APPLY THERMOPLASTIC PAVEMENT LEGEND AS SHOWN. 40 0 20 40 80 160 10. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 14 SANDBLAST ALL EXISTING CONFLICTING STRIPING AS REQUIRED. I STA. 6+20t 18 ON HIGHWAYS WITH RAISED MEDIANS. 15 REMOVE EXISTING SIGN AND FURNISH AND INSTALL SIGN AS NOTED. I BEGIN TAPERI 11. BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER N' IN FEET) CITY STANDARD PLAN. 16 APPLY THERMOPLASTIC, 8" DASHED WHITE DASHED STRIPE, DETAIL 37B. 00,ff0f?*x)w AVENUE 17 REMOVE EXISTING SIGN. 1 INCH = 40 FEET Underground Service Alert SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA SECTION 4216/4217 OF THE GOVERNMENT� CODE REQUIRES A DIG ALERT IDENTIFICATION { �. RC TKE ENGINEERING, INC. CENTRAL AVENUE STREET IMPROVEMENTS REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE SIGNING AND STRIPING PLANS by RIVE RIVERSIDE, CA 92506 ow►wN eir: SWL FOOTHILL BOULEVARD ScuE: AS SHOWN NUMBER BE ISSUED BEFORE A PERMIT TO��' � ; (951) 680-0440 IA DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT EXCAVATE WILL BE VALID No.MU --OOTMILL BOULEVARD FOR YOUR DIG ALERT I.D. NUMBER CALL q �� 3°'0S EKING FAX 951 680-0490 ( ) MANNER, THE CITY ENGINEER MAY SIGNING AND STRIPING oEs eir: DATE: UNDERGROUND SERVICE ALERT ,� i � i `� 01 EAST AVENUE TO CHERRY AVENUE REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH T)!t[1Z STA. 10+00f TO STA. 30+00.00 JUNE 2007 � � eY �' °� N0" i TOLL FREE 1-800-227-2600 °�' -�F ENNER R.C.E. N( 69984 TE MRPIRES: TWO WORKING DAYS BEFORE YOU DIG 9-30-08 CONDITIONS AND STANDARDS IN EFFECT. TUR 4262 CRY TRAFFIC ENGIN R.C.E. No. 68819 y REVISION DESCRIPTION DATE aqz, am SATE 5 TKF AC)R 9- lnl—tR