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HomeMy WebLinkAbout5012-6Q) rn N U N N L +' O _O N U L 0 Q (n Q L U O L = 3 1 L � o E + Y C o U 41 a O a� o +� Q� L 0 �-C U 3 U N Q— (!) O N C_ + U L � O — �u N C 4' 0-0 _0 O Q) cn -0(n CQ Q) 41-0 .0 C O eo U = V rn a� E O Y -wT C:-0 E C O O L -N U) O v Cv rn-0 O 0 L -- O N �-C r(n 0 Q) L C Q (L) 4-1 C -L 0� 3 Q) -O 0 v -C C: 3 Q a� 0 E U O U U O N C 3 O L N N U rn a, O L 4. c 0 0 0 E 5F U 0-0 -0 rn O o R/W '_ 25.0' 25.0' EP 14' ES I- Fo R/W USEEXCESS PMB FROM LOCUST AVENUE FOR SHOULDERS TYPICAL SECTION ARMSTRONG ROAD STA 10+07 TO 37+10.36 NOT TO SCALE Q w o O CD ry Z O Q —I X N W z Q Zw > wm 50' TRANSITION 10' JOIN JOIN FLUSH F FLUSH O z w o r EX AC z_ z Q J ch -j N ~ > CD CO � U N O Q > Q (n 4" AVG UNCLASSIFIED EXC TERMINATION JOIN DETAIL FOR TYPICAL SECTION AT EXISTING AC NOT TO SCALE CONSTRUCTION NOTES 1 COLD MILL 2" ASPHALT CONCRETE OPULVERIZE 8" AVERAGE AC AND SUBGRADE. GRADE PULVERIZED MATERIAL, RECOMPACT TO 95% RELATIVE COMPACTION. USE EXCESS MATERIAL AS FILL ON ARMSTRONG ROAD. SEE SPECS FOR CONSTRUCTION PHASING. OCONSTRUCT 4" ASPHALT CONCRETE (TYPE B PG 70-10) OVER RECOMPACTED BASE/SUBGRADE. OCONSTRUCT TERMINATION JOIN. SEE DETAIL. cola- ow cOW ow tnw ON ON �7 O't OW O r Op 00 pay 00 +ifj oo �� N� K) �o PROP GRADE d+� It 00 +O R/W R/W Qo a� Q ® LEP . 0 + 30',33' 30',33' � N V) Q w N Nom= 0.180 -0.2 % ' -- ---- -- -- 0.51 -- ---- ---- --- EP 13' 13, EP ---- -- ---- -- ---- ww Z104 N ES I 2' 2' X GRADE EX PAVEMENT 41) LT P ±2% \-USEPMB FOR SHOULDERS TYPICAL SECTION LOCUST AVENUE STA 37+10.36 TO 67+15 NOT TO SCALE GENERAL NOTES: 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL RECORD EXISTING STRIPING IN THE FIELD. WHEN CONSTRUCTION IS COMPLETE, CONTRACTOR IS TO INSTALL THE STRIPING AS RECORDED AND AS REQUIRED BY THE ENGINEER. STRIPING ON ARMSTRONG ROAD SHALL INCLUDE A DETAIL 22 CENTERLINE AND 27B EDGE LINE 12" OFF EDGE OF PAVEMENT, AND AS REQUIRED BY THE ENGINEER. 2. AC AND SUBGRADE SHALL BE PULVERIZED TO A NECESSARY DEPTH TO PROVIDE 6" MINIMUM OF PULVERIZED MISCELLANEOUS BASE. 3. TYPICAL SECTIONS FOR LOCUST AVENUE ARE ON SHEET 6 OF 11. 4. THE LIMITS FOR JOINING EXISTING AC ON ARMSTRONG ROAD IS APPROXIMATE AND SHALL BE DEFINED BY THE ENGINEER. 5. CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. BENCHMARK Q lio CITY OF FONTANA BENCHMARK NO. 124 LOCATED AT THE SOUTHWEST CORNER OF ATHOL e AND SIERRA, PK NAIL IN TOP OF CURB ELEV.:1213.16 NGVD 29 DATUM DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DI G TOLL FREE 811 A PUBLIC SERVICE BY UNDERGR111M SERVICE ALERT REV. ,�f.. I — ,. Tvpill r.. wLr%—I\UYY I \%jZ7-r-rUJVv, -.,ILy VI rUnwnu IV J \YYVrKIrIy UVJ 1,I VII dans \Lvcusr.awg 0119191 LEGEND EXISTING CURB CONSTRUCT 4" AC CONSTRUCT 2" AC RIGHT OF WAY----- CENTERLINE AY ----CENTERLINE — XIt w LLi Z_ i- 00 �Z w w 11+00 ..O. EP C/L ARMSTRONG .D Mow 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 REVISION DESCRIPTION DATE ENGR. CITY DATE STAN DARDS IN EFFECT. O 12+00 13+00 14+00 15+00 CITY OF FONTANA PROP ES EX R/W EX EP O 0 x — _ x — x -- x— x x x 0O — ® — — — + LO L� 12 00 PROP ES �.+�- WIN"�� J w EX EP PROP EP EX R/W < ARMSTRONG ROAD PLANS PREPARED UNDER THE SUPERVISION OF: �_ and © 2013 KIM N AND ASSOCIATEAssociates, Inc. DRAWN BY: Engineering, Planning, and 765 The City Drive, Suite 200 AJ Environmental Consultants Orange, California 92868 (714) 939-1030 DESIGNED BY: AA 4/10/13 CHECKED BY: AARON AZEVEDO R.C.E. N0. 75710 DATE FH GRAPHIC SCALE I"=40' 0 40 80 120 STREET REHABILITATION PLAN CITY OF FONTANA, CA SCALE: ARMSTRONG ROAD As Noted STA. +00 TO 15+00 DATE: 04/17/13 AP V : F I SDICTION ONLY ) . DRAWING NO.: 6 5012 CITY ENGINEER R.C.E. 51152