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HomeMy WebLinkAbout5012-10W U U L +' D _V L O a� V)Q T 3 C 4 s i U O L 2 3 I o C T) o U4-1 C= v s a� v U) 0-1- 0- Z) L- o s O V _a N Q - V a s V (� s U L C O- 4 - co 0 C41 o .a U' -0 O a) ca N Q C-0 U) a U2 a) OY 41C N O EC o � v Q 0 V� 0 C CC O a) � N U O -r- 0 (n a a) L � rn 41 o' 3 a�41 -0 D O vs v 3 U� a. a� �E U C U 0 0 U � 3 O � O Q) U s C � a rn� o 41 C 0- 0 0 Q U o-0 -0 � v 1-- o 000- C° w r vi 3 PVI DL� LEV:1 - 15.25 32.27 ca `D L= 17.12' VC +LO co LO w u7 0 co (o N + - (N LO - - � p a_ 0) W LO e w O) ROP RADE-- Q 2.53i° _ �' ai ci N Q26 N HIGH POINT EL V: 10 8.66 � ' o a + 0 IDENTI AL 00 r ,�% / � PVI TA:6 +13.0 .`Z o PVI ELEV 1032.3 20 ro, 2.3 C) K:84. 00.00' 4 VC - -- _ - 0 o oa N� - __� E GRA E v7..w Q / / / C) a_ 00- ow ow o Npr� o --' U-1 ow oW0 4M- o � m� rn ±� �� °�° _ o C� LT E (n 2•_ m _ _- - N N Ki off_ ++r -i Oto M u70 _ �0 Qo �� -_ co Qw 0o m o u7 0 ¢ l- + , - ' S4% co ao - ' ' o 41 ° -� �' °oma rn of �� IGH DINT LEV: 028.3 N (n Z w a l- N ° ROP RADE LL - o o 0 N N 0 69% 1 2a% Cc CL a H - �� - LO 0.28 ° 0 46% PVI STA: 1+36.11 77-7 . - w- > Mcg% / / / P P I STA: I ELE 62+3 :1032. .71 0 0) '- `° PVI ELEV: 003.6 cfl K) _ - _ m a �LLJ- w / / `r l- / / (o o N K: 8 .59 -AL+ �� 0LO o+ K:10 .59 t __- / 536. 7' VC V) o o N N 00.0 VC 2,20 ° _ _ IDEN ICAL / / U o 0 Z o 00 0 POIN V) e) % 2/ J - 0 > W C (n W >> M m LO m aoo_ aw �w �' 10 4 - v*i +o � 0.17 ° 0.3 % Nd rnw ln0 .- 2.2 % Cq PVI TA: 57 Nk 11.67 + .ja- w �0 PVI 1 16.31 PR jr- GR D��- a) �---- L= 00.00 VC ® T EP 0 0- ui w 0 w ow �o o v~i 2-25 __ ,- ID NTIC L U) cc °�° (3 04 U) -- POINT m N o� LOC7j ,,� ± LO m o T� m 0 o o+'�y mo o+ u70 'n0 T 241% Q v~i N 1. 8q N0.2 t/) 7% / ® T EP 0.31% t 0 -- SCALE: HORIZ I"-40' _ VERT I"=4' - 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 0 0 CA LOCUST AVE PROP ES PROP EP EX R/W EX EP 0 LO- - - - - - - - - - - - - - - - - - - - - - - 0 w QV) Y F_ T - N r- En - - I- LL) z U S B I - �w -JOIN N _ 20, W x x - + --- _�_ _ -- _j N F- -- x Z w Q- - - - O � F- N N� x - - - x x - - - - - - - - - - - - - �'- - - x - x - - - x - - - x - - - x - - - X - x - - - x - U +m Q' NU Q 2 -l- w ir) Q F- N 11 PROP EP PROP ES EX R/W EX EP W M Z `c' M Z LOCUST AVENUE Lr) LL. 00 ZU GENERAL NOTES: Q U 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL RECORD EXISTING STRIPING IN THE FIELD. WHEN CONSTRUCTION IS COMPLETE, CONSTRUCTION NOTES LEGEND CONTRACTOR IS TO INSTALL THE STRIPING AS RECORDED AND AS REQUIRED BY THE ENGINEER. STRIPING ON ARMSTRONG ROAD SHALL z p 0� INCLUDE A DETAIL 22 CENTERLINE AND 27B EDGE LINE 12" OFF EDGE _ O2 PULVERIZE 8" AVERAGE AC AND SUBGRADE. GRADE PULVERIZEDEXISTING CURB OF PAVEMENT, AND AS REQUIRED BY THE ENGINEER. MATERIAL, RECOMPACT TO 95% RELATIVE COMPACTION. USE EXCESS MATERIAL AS FILL ON ARMSTRONG ROAD. SEE SPECS FOR CONSTRUCT 4" AC 2. AC AND SUBGRADE SHALL BE PULVERIZED TO A NECESSARY DEPTH CONSTRUCTION PHASING. TO PROVIDE 6" MINIMUM OF PULVERIZED MISCELLANEOUS BASE. GRAPHIC SCALE 1"=40' �3 CONSTRUCT 4" ASPHALT CONCRETE (TYPE B PG 70-10) OVER RIGHT OF WAY - - - 3. TYPICAL SECTIONS FOR LOCUST AVENUE ARE ON SHEET 6 OF 11. RECOMPACTED BASE/SUBGRADE. CENTERLINE - 0 40 80 120 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 O CITY OF F THE BENCHMARK SHOULD CONSTRUCTION OF THE REQUIRED QROFESS/p PLANS PREPARED UNDER THE SUPERVISION OF: L� STREET REHABILITATION PLAN T LOCATED AT THE SOUTHWEST AND SIERRA, PK NAIL OR R CORNER OF ATH OL e IN TOP OF CURB IMPROVEMENTS NOT COMMENCE WITHIN TWO ��o R, q' C< yy Kimley-Horn CITY OF FONTANA, CA AWAAAAARAMMA YEARS OF THE DATE OF APPROVAL SHOWN HEREON y D and Associates, Inc. IAL ELEV.:1213.16 NGVD 29 DATUM TWO WORKING BEFORE DAYS AND CARRIED FORTH IN A DILIGENT MANNER, THE �.�, ¢ rte*► No. 75710 � Q 2013 KIMLEY-HORN AND ASSOCIATES, INC. Engineering, Planning, and 765 DRAWN BY: A.1 LOCUST AVENUE SCALE: BEFORE The City Drive, Suite 200 AS Noted YOU DIG YOU DIG CITY ENGINEER MAY REQUIRE REVISIONS TO THE Environmental Consultants Orange, California 92868 (714) 939-1030 DESIGNED BY: TOLLFREE . g1� A PUBLIC SERVICE BY UNDERGRMW SERVICE ALERT PLANS TO BRING THEM INTO CONFORMANCE WITH "q/tz' pIV�� cS�`'�P CA��F 4/10/13 CHECKED BY: STA. +50 TO 62+00 AP 0 DATE: 04/17/13 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. AARON AZEVEDO R.C.E. NO. 75710 DATE ( RISDICTION ONL . DRAWING NO.: O Apr 17, 2013 P - 1:47 m C: Users breanne.busb P \ \ y\appdata\local\temp\AcPublish_5172\Locust.dwg FH `�5 l� 5012 CITY ENGINEER R.C.E. 51152 1 1