Loading...
HomeMy WebLinkAbout5012-92. o u7wWU GENERAL NOTES: cfl w 0 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL RECORD EXISTING 1 COLD MILL 2" ASPHALT CONCRETE L E G E N D THE FIELD.ETHE OSTRIPINGTION IS COMPLETE, -- M i CONSTRITR CTOR IS 0 NSTALLIN AS RECORDED AND AS O PULVERIZE 8" AVERAGE AC AND SUBGRADE. GRADE REQUIRED BY THE ENGINEER. STRIPING ON ARMSTRONG ROAD SHALL +ND r EXISTING CURB OOW + OF PAVEMENT, AND AS REQUIRED BY THE ENGINEER. M O + CONSTRUCT 4" ASPHALT CONCRETE (TYPE B PG 70-10) a' o 0 W RIGHT OF WAY — — — Q 0u) OVER RECOMPACTED BASE/SUBGRADE. 0 M O 29 3 CENTERLINE — 0 r2.8 CONSTRUCT TERMINATION JOIN. SEE DETAIL. w w z 4. THE LIMITS FOR JOINING EXISTING AC ON ARMSTRONG ROAD IS J01 N +0 `r CY N �� w g>N 0 'n Q CVLOp o o _0 if CV X—. -. - H 2. o ` GENERAL NOTES: cfl w 0 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL RECORD EXISTING 1 COLD MILL 2" ASPHALT CONCRETE L E G E N D THE FIELD.ETHE OSTRIPINGTION IS COMPLETE, -- 0 i CONSTRITR CTOR IS 0 NSTALLIN AS RECORDED AND AS O PULVERIZE 8" AVERAGE AC AND SUBGRADE. GRADE REQUIRED BY THE ENGINEER. STRIPING ON ARMSTRONG ROAD SHALL N r EXISTING CURB INCLUDE A DETAIL 22 CENTERLINE AND 27B EDGE LINE 12" OFF EDGE + OF PAVEMENT, AND AS REQUIRED BY THE ENGINEER. oo CONSTRUCT 4" AC �3 CONSTRUCT 4" ASPHALT CONCRETE (TYPE B PG 70-10) a' o 0 RIGHT OF WAY — — — MISCELLANEOUS BASE. 0u) OVER RECOMPACTED BASE/SUBGRADE. pe) 29 3 CENTERLINE — w O CONSTRUCT TERMINATION JOIN. SEE DETAIL. w w z 4. THE LIMITS FOR JOINING EXISTING AC ON ARMSTRONG ROAD IS J01 N +0 `r N �� w C 0 'n Q CVLOp o oNo if CV X—. -. - H > 00 2^ 1 ON EM■■SE1 N v _ -'— — -- 0 -0.797. 10 M 0 00 z 0 1 c~nW �- ui 'h ro EX EP EX R/W W °' o w Q J ,,� -00 w PROP ES rYj M z 48+00 H W 49+00 00 J = �Q- - EM N N.- w 0 O GRAD N - EX 00 5 t (�� I ' i w - N 17 > a, Q w LT Er- U-1 ® L J o + M tp .139; -- O EL N O W O d0 -o O Noo 0- + 0O r'i -- d PV STA: 9+00.00 + 00 00-� P ELE :1008. 9 o Mo d ,V � 00 O _ _' 1 3390 Q I- T y V a ® RT EP + O LO N +,,� 0 V)0M cn o - r- 3 0 OQi -'--- O r-: +o +o ° T - 0 0.19% Q, ° -0. 8% .92 0 M FX nR IAF M ---- -- --- --- \-FY -0.82 0 N SCALE: HORIZ I"=40' VERT I"=4' wz N J 38+00 39+00 o U 00 M + 00 M 10040 NNIM • z 5 N z PROP EP PROP ES EX EP o w 00 00 EX R/W + w o to rn i Q A N to r• i W J -1.0390 ` GENERAL NOTES: cfl w 0 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL RECORD EXISTING 1 COLD MILL 2" ASPHALT CONCRETE L E G E N D THE FIELD.ETHE OSTRIPINGTION IS COMPLETE, 37.41' 0 CL i CONSTRITR CTOR IS 0 NSTALLIN AS RECORDED AND AS O PULVERIZE 8" AVERAGE AC AND SUBGRADE. GRADE REQUIRED BY THE ENGINEER. STRIPING ON ARMSTRONG ROAD SHALL N r EXISTING CURB INCLUDE A DETAIL 22 CENTERLINE AND 27B EDGE LINE 12" OFF EDGE T OF PAVEMENT, AND AS REQUIRED BY THE ENGINEER. — CONSTRUCT 4" AC �3 CONSTRUCT 4" ASPHALT CONCRETE (TYPE B PG 70-10) a' o 0 RIGHT OF WAY — — — MISCELLANEOUS BASE. 0u) OVER RECOMPACTED BASE/SUBGRADE. pe) 29 3 CENTERLINE — w O CONSTRUCT TERMINATION JOIN. SEE DETAIL. w w z 4. THE LIMITS FOR JOINING EXISTING AC ON ARMSTRONG ROAD IS J01 N `r N �� w C 0 'n CVLOp o oNo if CV X—. -. - > 0 2^ 1 ON EM■■SE1 N v _ -'— — -- 0 -0.797. 10 F 0 00 z 0 1 c~nW �- ui 'h ro EX EP EX R/W + °' o w + ,,� -00 w PROP ES rYj *Ofaf — 48+00 F- 49+00 = �Q- - EM N.- w PROP GRAD N - EX 00 5 t (�� I ' i w - N a, N w LT Er- U-1 ® L + o + M tp .139; -- O EL N O d0 -o Ki Noo 0- + 0O r'i �w + 00 W o d � 00 O _' 1 3390 Q I- T y V a ® RT EP + O N +,,� — cn d 0 -'--- -- ° T 0_ 0.19% ° -0. 8% FX nR IAF F- U) N ---- -- --- r• i W J -1.0390 ` GENERAL NOTES: EX EP PROP ES 00 0 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL RECORD EXISTING 1 COLD MILL 2" ASPHALT CONCRETE L E G E N D THE FIELD.ETHE OSTRIPINGTION IS COMPLETE, 37.41' 0 CL i CONSTRITR CTOR IS 0 NSTALLIN AS RECORDED AND AS O PULVERIZE 8" AVERAGE AC AND SUBGRADE. GRADE REQUIRED BY THE ENGINEER. STRIPING ON ARMSTRONG ROAD SHALL N r EXISTING CURB INCLUDE A DETAIL 22 CENTERLINE AND 27B EDGE LINE 12" OFF EDGE T OF PAVEMENT, AND AS REQUIRED BY THE ENGINEER. — CONSTRUCT 4" AC �3 CONSTRUCT 4" ASPHALT CONCRETE (TYPE B PG 70-10) — — — 2. AC AND SUBGRADE SHALL BE PULVERIZED TO A NECESSARY DEPTH TO PROVIDE 6" MINIMUM OF PULVERIZED 0 RIGHT OF WAY — — — MISCELLANEOUS BASE. 0u) OVER RECOMPACTED BASE/SUBGRADE. pe) 29 3 CENTERLINE — w O CONSTRUCT TERMINATION JOIN. SEE DETAIL. w w z 4. THE LIMITS FOR JOINING EXISTING AC ON ARMSTRONG ROAD IS J01 N `r N �� w C 0 'n CVLOp o O if CV X—. -. - > 0 2^ 1 ON EM■■SE1 N v _ -'— — -- 0 -0.797. 10 F 0 0 z 0 1 c~nW �- ui 'h ro EX EP EX R/W 00 + M °' o w + ,,� -00 w PROP ES *Ofaf — 48+00 F- 49+00 = �Q- - EM N.- w U) Q 1--O~ N - EX GRAD (�� a, N o U-1 ® L O EL d0 -o Noo 0- �w + Lr W d 00 O _' 1 3390 U) N Q I- T y V a ® RT EP + O N +,,� — cn d 0 0 T 0_ ° -0. 8% F- U) N --- \-FY -0.82 0 GRADE ° ® RT EP 40+00 41+00 42+00 43+00 --- --- -- C/LLOCUSTAVE M00 0 0 0 0 0 _ CIT OF 0 N C NT OF A E R 0 JOIN ---II II M N in 0 ® 1 1 — j LO o U _ _ r- rn v � ± w PROP ES EX EP EX R/W 0) m Q PROP EP o- 0 M I z M~N Q Nr I N�W H 0_Q N M U) I CONSTRUCTION NOTES ` GENERAL NOTES: EX EP PROP ES 00 0 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL RECORD EXISTING 1 COLD MILL 2" ASPHALT CONCRETE L E G E N D THE FIELD.ETHE OSTRIPINGTION IS COMPLETE, 37.41' . i CONSTRITR CTOR IS 0 NSTALLIN AS RECORDED AND AS O PULVERIZE 8" AVERAGE AC AND SUBGRADE. GRADE REQUIRED BY THE ENGINEER. STRIPING ON ARMSTRONG ROAD SHALL N PULVERIZED MATERIAL, RECOMPACT TO 95% RELATIVE EXISTING CURB INCLUDE A DETAIL 22 CENTERLINE AND 27B EDGE LINE 12" OFF EDGE COMPACTION. --'USE EXCESS MATERIAL AS FILL ON OF PAVEMENT, AND AS REQUIRED BY THE ENGINEER. ARMSTRONG ''ROAD. SEE SPECS FOR CONSTRUCTION PHASING. CONSTRUCT 4" AC �3 CONSTRUCT 4" ASPHALT CONCRETE (TYPE B PG 70-10) — — — 2. AC AND SUBGRADE SHALL BE PULVERIZED TO A NECESSARY DEPTH TO PROVIDE 6" MINIMUM OF PULVERIZED 0 RIGHT OF WAY — — — MISCELLANEOUS BASE. 0u) OVER RECOMPACTED BASE/SUBGRADE. pe) 29 3 CENTERLINE — 3. TYPICAL SECTIONS FOR LOCUST AVENUE ARE ON SHEET 6 OF 11. O CONSTRUCT TERMINATION JOIN. SEE DETAIL. w w z 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. F ARK FONTANA BENCHMARK NO. 124 AT THE SOUTHWEST CORNER OF ATHOLRRA, PK NAIL IN TOP OF CURB DIAL ELEV.:1213.16 NGVD 29 DATUM TWO WORKI NGBEFORE DAYS BEFORE YOU DIG YOU DI G 44+00 45+00 Ing 9 r 46+00 go 47+00 r ` SAWCUT (TYP.) PROP EP EX R/W EX EP PROP ES 00 0 60.00' IDE TICAL POINT H 37.41' . i F- N 72'20'44" N M .09% .47% • F. n 44% CURVE SAWCUT (TYP.) PROP EP EX R/W EX EP PROP ES DELTA 0 60.00' IDE TICAL POINT 31.86' 37.41' . i - Q H 72'20'44" N — — — 0.09 0 0u) 0.37% pe) 29 3 — — 1 f t w w z -� - - J01 N `r N �� w C 0 'n CVLOp o O if CV X—. -. - . X 0 2^ 1 ON EM■■SE1 N v e/2�2e/2 � 0 PR 0 10 F .09% .47% • F. n 44% - CITY LINE CURVE SAWCUT (TYP.) PROP EP EX R/W EX EP PROP ES DELTA 0 60.00' IDE TICAL POINT 31.86' 37.41' 67'17'03" ® - Q H 72'20'44" N — — — 0.09 0 0u) 0.37% pe) 29 3 — — 1 -.17% w w z -� - - J01 N `r N �� w C 0 'n CVLOp o O if CV X—. -. - . X 0 2^ N v e/2�2e/2 � 0 0 10 F 0 0 z 0 1 — JOIN F- �- ui 'h ro EX EP EX R/W 00 + M °' o + + ,,� -00 w PROP ES *Ofaf 48+00 F- 49+00 - CITY LINE CURVE SAWCUT (TYP.) PROP EP EX R/W EX EP PROP ES DELTA 0 60.00' 82.28' 78'34'25" o o 0 o d 1- 31.86' 37.41' 67'17'03" ® - -- 72'20'44" — — — 0u) pe) — — 1 — w w z -� - - J01 N J vwi CVLOp N X—. -. - . X X Q � 0 0 0 F coo PROP EP w PROP ES EX EP �- EX R W / d N Oo — JOIN F- �- ui 'h ro EX EP EX R/W 00 + M °' o + + ,,� -00 w PROP ES *Ofaf +� F- Ir- 0 = �Q- - EM N.- U) Q 1--O~ N - (�� CURVE TABLE CURVE RADIUS LENGTH DELTA 0 60.00' 82.28' 78'34'25" ® 31.86' 37.41' 67'17'03" ® 25.00' 34.18' 72'20'44" TOLL FREE A PUBLIC SERVICE BY UNIDERGRMW SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Apr 17. 2013 - 1:47om C:\USPrS\hrP.nnnB_hushv\nnnrintn\lne-nl\+amn\Ae-Piihlich 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. GRAPHIC SCALE 1"=40' 0 40 80 120 PLANS PREPARED UNDER THE SUPERVISION OF: STREET REHABILITATION PLAN QR°FE�'0r�! D Kimle H � q Fy yorn CITY OF FONTANA, CA D and Associates, Inc. ti r Q N0. 75710 © 2013 KIMLEY-HORN AND ASSOCIATES, INC. DRAWN AJ LOCUST C AVENUE Engineering, Planning, and 765 The City Drive, Suite 200 Environmental Consultants Orange, California 92868 (714) 939-1030 DESIGNED BY: STA. 3 50 TO 49+50 cIV1\� AA 9� OF CA0� 4/10/13 CHECKED BY: APP VEX11"J �SfTION ONLY) AARON AZEVEDO R.C.E. NO. 75710 DATE FH 44 5- CITY ENGINEER R.C.E. 51152