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HomeMy WebLinkAbout2831-7W si A 0 _06- U 4! L 3 .1 L F. L4c. .4 L. =3 1. 1 .F. S 0. 09 1 EX4 S E G .0 P. 12" EX S RE G C. . FTi I I I I I L - I 50 51 52 53 54 55 STA 37+44.50 SURVEY MONUMENT SURVEY MONUMENT SURVEY MONUMENT STA 54+14.78 TGT. N0. 3 PER MB 152/20-21 & PER PM 83/60 PER MB 152/20-21 & TGT. N0. 8 FD. 1" IP, NO TAG, FLUSH PER PM 830 PER PM 83/60 ALISO DR. rD. 1" IP, C.S.M. FLUS'. ELEV.=1039.68 EV.=1057.66 \� k I SEWER LATERALS—WEST 0 SEWER LATERALS—EAST. (CONT.) A2 APN DESIGN STA. AS—BUILT STA. 0237-251-17 STA. 50+98f 54 q 5 0237-251-43 STA. 52+08f 0237-251-43 0237-251-42 STA. 53+43f 53 43 0237-251-18 STA. 54+76f 54 + -15 0237-111-20 STA. 57+67f 0237-251-17 0237-111-19 STA. 58+73f 5q -+ 0-7 0237-111-21 STA. 59+33f Sqf ss �p CONSTRUCTIONSEWER NOTES I I G _� i i pilill 11110111011 Pill�,��.�■� f .i tir Fig I r����::Ti •' l.t CONSTRUCT CITY OF • \ �'. - _ S18NA 'kH 3 CONSTRUCT MANHOLE PER CITY OF FONTANA STANDARD -. si DETAIL NO. 112 EXCEPT 5' DIAMETER MANHOLEO p CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER NTH PLUG CONSTRUCT LJ / DEPARTMENT OF PUBLIC WORKS STANDARD PLAN 2023-2, _ ■ _.- ,aw JIM Ld 0255-011-01 • OJEWFAILY O Tom i r k I SEWER LATERALS—WEST 0 SEWER LATERALS—EAST. (CONT.) A2 APN DESIGN STA. AS—BUILT STA. 0237-251-17 STA. 50+98f 54 q 5 0237-251-43 STA. 52+08f 52+ 3 0237-251-42 STA. 53+43f 53 43 0237-251-18 STA. 54+76f 54 + -15 0237-111-20 STA. 57+67f 56+25 0237-111-19 STA. 58+73f 5q -+ 0-7 0237-111-21 STA. 59+33f Sqf ss APN DESIGN STA. AS—BUILT STA. 0255-011-10* -- -- 0255-011-01 * -- -- * SEWER EXTENSION Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT Foy CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 �2EG,p I� D�Av�JI�� TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION CITY OF FONTANA 124-07 SURVEY CONTROL DATA TGT N0. NORTHING EASTING BEARING DISTANCE 3 7405.17 20604.80 N00'16'01 "E 990.13 8 9075.43 20612.60 N00'15'59"E 970.11 1 10045.53 20617.11 T _ i� T!E n I/!Iii r 001 r s: �p CONSTRUCTIONSEWER NOTES I I G _� i i pilill 11110111011 Pill�,��.�■� f .i tir Fig I r����::Ti •' l.t CONSTRUCT CITY OF • \ �'. - _ S18NA 'kH 3 CONSTRUCT MANHOLE PER CITY OF FONTANA STANDARD -. si DETAIL NO. 112 EXCEPT 5' DIAMETER MANHOLEO p CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER NTH PLUG CONSTRUCT LJ DEPARTMENT OF PUBLIC WORKS STANDARD PLAN 2023-2, CASE 11. JIM Ld 0255-011-01 • L.D. KING, INC. RI 2151 2151 CONVENTION CENTER WAY Qa r SU I TE 100B ONTARIO, CA 91764 -� 909 937-0200 No.44226 Exp.6-30-01 Q. 5.02 ev9 of CA4 MICHAEL PATRICK THORNT'ON R.C.E. No. 44226 DATE ENGR.rCITY DATE EXPIRES: 6-30-01 PROP. R/W R/1N 46' I 44' 30' 'erfD, ve-Tw u IZC.7A Ole 12513 REXW / 46' PROP. STORM DRAIN N � 5' 5' A2 04" G � 0.5' I� oanancGn R/W e� 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. �-SEWER TYPICAL CROSS SECTION AT STA 55+00 IF SCALE: 1" = 10' SCALE: 1 " = 40' SHOULD CONSTRUCTION OF THE CITY QF FONTANA, CALIFORNIA PLAN /PROFILE FOR REQUIRED IMPROVEMENTS NOT CITRUS AVENUE O YEARS OF SEWER IMPROVEMENTS COMMENCE OF PIPROVAL' SHOWN HEREONE AND CARRIED FORTH IN A DILIGENT DRAWN BY: WF STA AVENUE SEWER AS SHOWN AVENUE MANNER, THE CIN ENGINEER MAY ��«�m BY- STA 50+00.00 TO 60+00.00 pAM FROM JURUPA AVE. TO SLOVER AVE. REQUIRE REVISIONS TO THE PLANS TO SPT NNE 2000 BRING THEM INTO CONFORMANCE WITH CHECKED BY: APPROVED BY: D lE: DRAWING NO.: 7 CONDITIONS AND STANDARDS IN EFFECT. DgM . G�-a�EeP� F/Ai�/�.c� 2881 CITY ENGINEER R.C.E. No. 25726 8 1116-S 111 7 1.