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94 <br />n <br />F%-f•ll <br />[-?j <br />74 <br />70 <br />EXISTIN PAVf ENT <br />CEN�RLINE - <br />APPROVED BY: <br />LINDEN COUNTY WATER DISTRICT <br />GENE AL MANAGER DATE: <br />LINDEN COUNTY WATER DISTRICT <br />32 33 34 35 36 37 36 39 40 41 42 <br />so4zF <br />2.; <br />O� <br />NOTE. PROPOSED 8" SANITARY SEWER FORCE MAIN <br />WILL BE REQUIRED TO CROSS NUMEROUS SEWER LATERALS <br />AND WATER SERVICES. THE CONTRACTOR SHALL EXERCISE <br />EXTREME CAUT70N TO INSURE THAT SERVICE REMAINS <br />UNINTERUPTED TO EXISTING HOMES AND BUSINESSES. <br />ALL EXIS77NG CROSSINGS SHOWN WERE PLOTTED FROM <br />RECORD INFORMATION AND FIELD TOPOGRAPHY. ACTUAL <br />LOCATIONS MAY VARY, AND ADDITIONAL CROSSINGS MAY <br />EXIST IN THE FIELD. EXISTING WATER MAIN <br />EXIS77NG EDGE OF PAVEMENT <br />APT 27 <br />EXISTING GAS MAIN SS tar IwM PP.� PP, EXIS77NG SANITARY SEWER <br />[ATI 0 _ _ - ` _ �_ CONSTRUC77ON <br />_ --� - -- <br />36F0 — = 1200.0 37+00- T ,SSR 9 _ - — FH. PP, <br />r. CONSTRUCTION Lar 1 PP. - - �+00 — - _ 38+00 - - - - pp W CENTERLINE <br />CENTERLINE _ _ - 4#00 — �— — — _ <br />pp <br />PP. .R= 100.00' L= 15.24T- - - _ -- e _ 40+00 <br />R� t00:00T 23.23.85' 0/NT ' - - -- AR w \ R = 55.00' <br />RADIUS POINT - w - - \ L = 54.93 <br />m <br />— - <br />N_ <br />SS E= 1491293 <br />— — — <br />32 <br />+ Lar <br />fur <br />yj� SS WM WM <br />b <br />��__ <br />II �' �.BO 1 <br />LAT <br />SS <br />�' l <br />+ <br />PROPOSED 8" SANITARY <br />LAT <br />PROPOSED 8" SANITARY <br />a E <br />W <br />r-.3 tar AT <br />a <br />w <br />SEWER FORCE MAIN <br />SEWER FORCE MAIN <br />L <br />� �N <br />N <br />+o <br />^ <br />EXIS77NG 6" SANITARY <br />EXISTING 6" SANITARY <br />gyp, <br />pM�G <br />O <br />CON7R4CT0R SHALL MAINTAIN ACCESS TO <br />SEWER FORCE MAIN <br />SEWER FORCE MAIN <br />EXS177NG DRIVEWAYS AT ALL TIMES <br />EXIS77NG RAILROAD <br />TRACKS <br />FRONT STREET <br />EXISTING EDGE OF PAVEMENT <br />EXISTING RAILROAD TRACKS <br />W I": <br />U <br />Lu C�l <br />^ <br />tz <br />50 <br />MR <br />DRAWING SCALE - <br />1" = 40' HORIZONTAL <br />1" = 4' VERTICAL <br />APPROVED BY: <br />LINDEN COUNTY WATER DISTRICT <br />GENE AL MANAGER DATE: <br />LINDEN COUNTY WATER DISTRICT <br />32 33 34 35 36 37 36 39 40 41 42 <br />so4zF <br />2.; <br />O� <br />NOTE. PROPOSED 8" SANITARY SEWER FORCE MAIN <br />WILL BE REQUIRED TO CROSS NUMEROUS SEWER LATERALS <br />AND WATER SERVICES. THE CONTRACTOR SHALL EXERCISE <br />EXTREME CAUT70N TO INSURE THAT SERVICE REMAINS <br />UNINTERUPTED TO EXISTING HOMES AND BUSINESSES. <br />ALL EXIS77NG CROSSINGS SHOWN WERE PLOTTED FROM <br />RECORD INFORMATION AND FIELD TOPOGRAPHY. ACTUAL <br />LOCATIONS MAY VARY, AND ADDITIONAL CROSSINGS MAY <br />EXIST IN THE FIELD. EXISTING WATER MAIN <br />EXIS77NG EDGE OF PAVEMENT <br />APT 27 <br />EXISTING GAS MAIN SS tar IwM PP.� PP, EXIS77NG SANITARY SEWER <br />[ATI 0 _ _ - ` _ �_ CONSTRUC77ON <br />_ --� - -- <br />36F0 — = 1200.0 37+00- T ,SSR 9 _ - — FH. PP, <br />r. CONSTRUCTION Lar 1 PP. - - �+00 — - _ 38+00 - - - - pp W CENTERLINE <br />CENTERLINE _ _ - 4#00 — �— — — _ <br />pp <br />PP. .R= 100.00' L= 15.24T- - - _ -- e _ 40+00 <br />R� t00:00T 23.23.85' 0/NT ' - - -- AR w \ R = 55.00' <br />RADIUS POINT - w - - \ L = 54.93 <br />m <br />— - <br />N_ <br />SS E= 1491293 <br />— — — <br />32 <br />+ Lar <br />fur <br />yj� SS WM WM <br />b <br />��__ <br />II �' �.BO 1 <br />LAT <br />SS <br />�' l <br />+ <br />PROPOSED 8" SANITARY <br />LAT <br />PROPOSED 8" SANITARY <br />a E <br />W <br />r-.3 tar AT <br />a <br />w <br />SEWER FORCE MAIN <br />SEWER FORCE MAIN <br />L <br />� �N <br />N <br />+o <br />^ <br />EXIS77NG 6" SANITARY <br />EXISTING 6" SANITARY <br />gyp, <br />pM�G <br />O <br />CON7R4CT0R SHALL MAINTAIN ACCESS TO <br />SEWER FORCE MAIN <br />SEWER FORCE MAIN <br />EXS177NG DRIVEWAYS AT ALL TIMES <br />EXIS77NG RAILROAD <br />TRACKS <br />FRONT STREET <br />EXISTING EDGE OF PAVEMENT <br />EXISTING RAILROAD TRACKS <br />SANITARY SEWER <br />FORCE MAIN <br />STA. 32+00 - 41 +00 <br />FLOR RANCH <br />UNIT NO.1 <br />LINDEN, CALIFORNIA <br />REVISIONS <br />i2^2.2�Ra t�C� <br />AIR RELEASE VALVE <br />PER DETAIL SHEET 17 <br />NOTES. <br />1. ALL EXIS77NG UTILITIES SHOWN WERE PLOTTED FROM RECORD INFORMATION <br />AND FIELD TOPOGRAPHY. ACTUAL LOCATIONS MAY VARY AND ADDITIONAL <br />CROSSINGS MAY EXIST IN THE FIELD. IT IS IMPERATIVE 7H4 "U.S.A." <br />LOCATING SERVICES, LOCATE AND MARK U71LI77ES PRIOR TO THE START <br />OF EXCAVATION. <br />2. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXPOSING EXISTING <br />U77LITY CROSSINGS AND SERVICES <br />J. ANY DAMAGE TO EXISTING UTILITIES WILL BE THE SOLE RESPONSIBILITY OF <br />THE CONTRACTOR. <br />4. ENCROACHMENT PERMIT IS REQUIRED FROM SAN ✓OAQUIN COUNTY FOR <br />WORK IN FRONT STREET AND FLOOD ROAD RIGHT-OF-WAY. <br />Lu <br />■ PLANNING • ENGINEERING • SURVEYING <br />$22 Sen West Place • Manteca, Celfornla 95337-4347 <br />12091239.8229 FAX 12091239.8839 <br />JOB NO. 98105 <br />DATE APRIL, 1999 <br />SCALE AS SHOWN <br />DR. BY MH <br />CK. BY JR <br />FILE J. \98105\SSFMPP-3 <br />94 <br />FIoj <br />E-A <br />m <br />74 <br />70 <br />SHEET <br />NUMBER <br />16 <br />OF 21 <br />