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Home My WebLink About2518-5L7_j OREGON STREET SEE SHEE-7, 4 47 �4 L 0 �L 00. 00 New ri ,a4 :- 2 iL 74.?`7'6?zWA1 - 062. 00 2 -A ro 9. 2 7 4e4WV 6VA1 45 7 I 'iew- 0 u 49 L 51 52 2 .54 5 C. uj U) ro 57 F. 2_1 _w w W_ W_ S� j is LA A I Agalmaw U" UWA."A.S.&C JU Al 4- 58 L4) Co 4 NEVADA COURT 4" VCP SEWER LATERAL CONSTRUCTION NOTES! (�) CONSTRUCT 8"V.C.P. SEWEP, LOT NO DESIGN "AS BUILr, 48 0+54 49 1+61 50 1+71 51 2+91 52 3+01 53 4+21. 54 4+31 55 4+96 56 5+49 57 5+55.56 58 5+55.56 59 5+55.56 60 4+93 61 4+27 62 4+17 63 2+97 64 2+87 65 11+67 66 1+57 67 0+50 . . . . . . . . . . . . .......... ... .... ..... ... .. ........ t........ .. ........ t.... 4 -- ---- .. . ...... . ...... . ..... . ..... .... .... .... . ...... . .. . . .. ....... ... .... .... . .... .... . 1A .... ... ... L - - - - - - - - - - .. ..... ..... ........... . .... ..... ... ....... ........... .... ..... ... ..... .. . ..... . .... . ....... ....... . ... ...... .... ..... . . .... .... ... ... . . . .... . ... ....... .. . ..... .... .... ... ....... ... .. .. .... .. .... _7_1 . . . . . . . . . . . . ..... .... .. ..... . .. ...... . ... .... ... .... .. ..... it.... . ... ..... .... -in ...... .. ... . ..... ..... ... ..... .. .... ..... .... .... ... ........... ........ ..... COA16 mur- e. 7 .6 _&.G 4 'F 5A ffl d C 76 ... . .. .... ..... ... ......... --- ---- ...... . . ..... .. .. .... ....... . .... ... .. .. . ........... ..... ..... . .. ..... . ..... .. ..... ... . ..... . #Llffl -Z .......... Aw L7_j OREGON STREET SEE SHEE-7, 4 47 �4 L 0 �L 00. 00 New ri ,a4 :- 2 iL 74.?`7'6?zWA1 - 062. 00 2 -A ro 9. 2 7 4e4WV 6VA1 45 7 I 'iew- 0 u 49 L 51 52 2 .54 5 C. uj U) ro 57 F. 2_1 _w w W_ W_ S� j is LA A I Agalmaw U" UWA."A.S.&C JU Al 4- 58 L4) Co 4 NEVADA COURT 4" VCP SEWER LATERAL CONSTRUCTION NOTES! (�) CONSTRUCT 8"V.C.P. SEWEP, LOT NO DESIGN "AS BUILr, 48 0+54 49 1+61 50 1+71 51 2+91 52 3+01 53 4+21. 54 4+31 55 4+96 56 5+49 57 5+55.56 58 5+55.56 59 5+55.56 60 4+93 61 4+27 62 4+17 63 2+97 64 2+87 65 11+67 66 1+57 67 0+50 CONSTRUCT 4" V.C.P SEWER. LATERAL PER CITY OF FONTANA STD. DWG. NO. 125. CONSTRUCT PRECAST CONCRETE N1ANHOLE PER CITY OF FONTANA STD. DWG. NO. 112. ARIZONA STREET SEE SHEET 79 1-25. 03 V=NX 1r QL �S 1 10 0 90 0; -00 co �4 n- 27 3 sme I X .8.9 OD 'L6 - At 0,0 '0 '42 ",E --2+00 _w— .. 3rw,4ft", 84 7YP 67 KANSAS COURT' who E3 %e PMK ft ME BAW (W FUFMEDwf 07NM7M6N8�ftLMpn: FORAW10 OR MM&W "IN RUE loom LOT NO. DESIGN AS BUILT 80 1+47 81 2+12 82 Z f- -79 83 z 84 S'_�As 85 P_ -� 7,97 86 2+08 87 1+43 88 0+51 411 VICE SEWER LATERAT, LOT NO. DESIGN AS BUILT 80 1+47 81 2+12 82 Z f- -79 83 z 84 S'_�As 85 P_ -� 7,97 86 2+08 87 1+43 88 0+51 No. 62183 cn m If A RESIXT THEFROF - BENCH MARK: # 361 BASIS OF BEARINGS: SPIKE IN NORTH FACE OF THE C.L. OF CHERRY AVE. BEING CITY OF FONTANA, CALIFORNIA PP #1536697E. @ S.W. N 00008'Ogm E PER P.M. ig5g. COR. OF BASELINE AVE. PLANS PREPARED FOR & SULTANA AVE. P.M.B. 28/18 WAS USED AS THE PUBLIC WORKS DEPARTMENT ELEVATION: 1365.011 BASIS OF- BEARINGS FOR THIS PLAN DRAWN BY: SCALE: LEWIS HOMES OF CAUFORNIA PREPARED IN THE OFFICE OF FESS TRACT NO 15709-2 MADOLE AND ASSOCIATES, INC. T DESIGNED: AS SHOWN ATTN : Ms. MIMI RAYL el SEWER PLAN OFTHE INLAND EMPIRE 1156 N. MOUNTAIN AVENUE ��m p1mm 10601 CHURCH STREET STE. 107 P.O. BOX 670 nckaimp 1j'mAv"mu RANCHO CUCAMONGA, CA 91730 No. 14814 CHECKED: NEVADA COURT ATE: UPLAND, CA 91786 PHONE (909) 948-1311 Exp: 3-31-01 KANSAS COURT PHONE: (909) 985-0971 a z IV JOB NO. DWG. NO. SHEET NO. EVISIONS ENGR'S DATE tify DATE Qr cl-gs-q7 UF C APPROVED 5 R APPROVAL APPROVAL MADOLE R.C.E.14814 DATE CITY ENGINEER R.C.E. 25131 /=tk "' 9" ' *7 2518 50F *P* Y 11 & 11 AA ST. SEWER TR. 15709-2 -!� [0. 2551 PF: 1050 764 12 -Jun -97 10: 44 AM / 126-1050-1 r)Wr- T-IA-Pw.