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JACKSON DRIVE CONSTRUCTION NOTES SEWER LATERAL TABLE STATIONS
&CONSTRUCT SEWER MANHOLE PER CITY STD. DETAIL 112 LOT DESIGN AS BUILT LOT DESIGN AS BUILT LOT DESIGN AS BUILT LOT DESIGN AS BUILT
Underground Service Alert 48 10+53 58 12+08 77 13+14 87 11+25
FORE 9 CS� �2 --INSTALL 8� EXTRA STRENGTH V.C.P. SEWER MAIN 49 10+69 59 12+06 78 13+33 88 10+48
Ey
o �Gp Call: TOLL FREE INSTALL 4 EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY STD. DETAIL 125 50 10+28 60 11+75 79 1 13+35
1-800 51 10+13 61 11+22 80 13+41
227-2600 SCALE: 1 = 40 52 10+75 62 10+43 81 13+39
53 10+85 72 10+50 82 13+37
TWO WORKING DAYS IN 54 11+85 73 10+86 83 13+20
BEFORE YOU DIG 0 20' 40' 80' 120' 160' 55 11+95 74 11+76 84 12+35
56 12+10 75 11+86 85 12+25
57 12+12 76 12+75 86 11+35
OWNERDEVELOPER: BCSL ENGINEERING, INC. ENCHMARK: SEAL—ENGINEER CITY OF FONTANA, CALIFORNIA
B.M. No. 361 EO.= 1365.00 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF DQROFASSIpN9l 11651 STERLING AVENUE, SUITE E
NEW �w Pski F` RIVERSIDE, CALIFORNIA 92503 DRAWN BY: SCALE:
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 9 (909) 785-5122 FAX (909 785-5180 SEWER IMPROVEMENT PLANS
NAIL IN POLE #1536697E DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE �2 M ) SE 1" =40'
PROPERTE1211S S.W. CORNER SULTANA & BASELINE � No. 25917 m TRACT 159 -1
REVISIONS TO THE PLANS TO BRING THEM INTO * Exp. 12/31/055 7� DESIGNED BY: DATE:
369 SAN MIGUEL DRIVE, SUITE 375—A CONFORMANCE WITH CONDITIONS AND STANDARDS IN �, * PREPARED BY: R.C.E. N0. 25917 RA4BAPPROV6�f-
J KSON RIVE & F CIRCLE JUNE, 2001
949P0640B 6420 C* 9FAX:0 949 640-6484 9�Fo Cr*VI�,�O���P EXP. 12/31/05)
EFFECT.
( ) ( ) MARK BY DATE APPR. DATE F CAS Lz- S DATE: �_�o_ OZ CHECKE_ DWG. NO. SHEET
ENGINEER REVISIONS CIN RICHARD A. SCIANNI DE
YaTY ENGINEER: R RD SANDOVAL, R.C.E. 51152 3022 5 OF 7
J N545/ 1 1-09-01/545—1 sewer5. DWG/S:40