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HomeMy WebLinkAbout2936-310 11+10.00 Locust Avenue 10+00.00 Foothill Boulevard 11 12 13 Foothill Boulevard 50' 60' 40' 47' M LOCUST J 33'I o0 ow Uj LJ O z O J G ( 243-123-13 04 X �? < cD \?:_bi �(D R/W — of (D - - - - 2"G - - - C o — � 16 W —� - - - Q oN o 0 — -� 0"S- — - 12 — 3„ G 13 —1 6 »W 9' 02.,.E 8W VOM O N M N 0—� E 9 w - /o R�- — — — o� /W 00 z C14 V)X w 243-142---20 0 w 0 I ( � I 0 I I. 8 40' 38' 50' 60' Foothill Boulevard 15 NOTE: I SCE, TV, TELE 0 32' W/O � 0 THIS LATERAL ONLY. 943-123 243-123- 13 243-123--12 Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT 'Foy CODE REQUIRES A DIG ALERT IDENTIFICATION Q_ NUMBER BE ISSUED BEFORE A PERMIT TO �I� EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG ZL, RECORD DRAWING 0 RELOCATE M.H. 0 STA. 13+42 2' WEST REV. REVISION DESCRIPTION 6"W -14"W= ------x Xlf .. x - Tx -EXIST. DRIVEWAYS--`/ -o E6 AVENUE w 00 243--123-11 zL01Q +:2 WWI 6"W 243-123--10 U 17 24-3-123__091 243--123-08 -0- im 19 ZI z SCALE: 1 "=40' Iwo 0 0I� z z� ol=o m �I� N 1:t i 2 W R/W 18+04.50 0 Locust Avenue -4�-142_-17 10+00.00 � Barbee Street SEWER LATERALS ® 1299.99 APN DESIGN STA. AS -BUILT STA. 0243-123-14 STA. 13+77 STA. 13+69 0243-123-13 STA. 14+35 STA. 14+36 0243-123-12 STA. 14+93 STA. 14+75 0243-123-11 STA. 15+51 STA. 15+52 0243-123-10 STA. 16+09 STA. 16+09 0243-123-09 STA. 16+67 STA. 16+70 0243-123-08 STA. 17+40 STA. 17+46 0243-142-17 STA. 15+10 STA. 15+08 0243-171-01 STA. 18+83 STA. 18+85 ZC� SCALE =ppCp BENCHMARK: STAMPED "S.B. CO. SURVEYOR, 7-9, 1970" ELEVATION = 1307.15 BRASS CAP AT NORTHWEST CORNER E.C.R. OF NORTHEAST CORNER OF FOOTHILL BLVD AND LOCUST AVE 4 RCH FOOTHILL BLVD. TO LAUREL DR. STA. 11+0�.0A TO 19+00.00 AS SHOWN O DAZE: APR. 2001 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. CHECKED BY: CB M DRAWING NO.: 2938 3 4 q ENGINEER R.C.E. No. 51152 Z ILL! LO o 243-191-04 W Q, mlz i: R/W = �L4 U) 717 w -�- _ wCONSTRUCTION NOTES Sco - - 3"G 6- -1 10-- CONSTRUCT 10" EXTRA STRENGTH VCP SEWER. 18 W 2O— CONSTRUCT 4" EXTRA STRENGTH SEWER LATERAL PER CITY OF FONTANA o0 2 STD. 125 WITH PLUG (MODIFIED WITHOUT CLEANOUT WYE, RISER AND BOX). - I -�-a:4a— CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD. I _� �x x _x - U PLAN 112 MODIFIED TO 5' INSIDE DIAMETER MANHOLE. 4� CONSTRUCT 8" EXTRA STRENGTH V.C.P. Q SEWER WITH PLUG. � ~ h RL 01 AL CONSTRUCT CHIMNEY PER DETAIL ON SHEET 1 4' , SEWER LATFOR THIS LATERAL � i w � Y. LOT TO TERMINATE 1' O REMOVE EXISTING PLUG AND JOIN EXISTING SEWER . BEHIND BACK OF CURB O 18' 4� � O9 — CONSTRUCT PIPE SUPPORT PER DETAIL ON SHEET 2. � O 40' Barbee Street 8 ESS/L.D. KING, INC. PLAN AND PROFILE OF SEWER IMPROVEMENTS FR£F''l 2151 CONVENTION CENTER WAY SUITE 100B FOR No. 16434 �' (909)RIO937C 0200 64 Exp. 6/30/05 LOCUST AVENUE 5/02 S.N. CN\\- �" •4Z -�a2 8/01 C.E.B. , i' " gT4'OFCA CARL J. FR STA. 11 +00.00 TO STA. 19+00.00 R.C.E. No. 16434 DATE DATE I ENGR. I CITY DATE I IEXPIRES 6-30-05 RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THESE DOCUMENTS AS A RESULT THEREOF. SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA REQUIRED IMPROVEMENTS NOT LOCUST AVENUE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAWN BY: SCALE LOCUST AVENUE SEWER IMPROVEMENTS AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO RCH FOOTHILL BLVD. TO LAUREL DR. STA. 11+0�.0A TO 19+00.00 AS SHOWN DESIGNED BY: CB DAZE: APR. 2001 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. CHECKED BY: CB APPRO BY:/ DATE: .6.0e DRAWING NO.: 2938 3 4 q ENGINEER R.C.E. No. 51152 JN 12427 City of Fontana Final: 06/14/01 MI.. P\ A -A 1 9d97\ 1 9d97c3 A— nd /1 1 /M -