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r <br />94 <br />E!1•1 <br />F•lj <br />®' <br />74 <br />70 <br />In <br />EXIS77NG SANITARY, <br />SEWER LIFT STA77ON <br />PROPOSED SANITARY <br />SEWER LIFT STATION <br />SEE SHEET 18 <br />10 11 12 13 14 15 <br />SCALE � 1" = 40' <br />SURVEY CONTROL POINTS <br />PT NO <br />NORTH <br />EAST <br />ELEV <br />DESC <br />26 <br />7316.66 <br />15295.74 <br />91.64 <br />I <br />27 <br />7350.00 <br />14721.90 <br />91.10 <br />SET SPIKE <br />28 <br />7080.81 <br />I <br />91.51 <br />SET PK -NAIL <br />29 <br />6893.11 <br />13524.45 <br />91.28 <br />SET PK -NAIL <br />30 <br />6685.48 <br />13293.50 <br />90.36 <br />SET PK -NAIL <br />I <br />6673.39 <br />12542.37 <br />87.08 <br />FND BOLT <br />75 <br />6212.71 <br />15283.18 <br />92.22 <br />SET PK -NAIL <br />40+45.07 <br />7363.99 <br />15249.83 <br />BC <br />41+33.74 <br />1 7308.33 1 <br />15306.42 1 <br />EC <br />53+ 12.39 <br />1 6129.77 1 <br />15291.73 I <br />END <br />EXISTING PAVEMENT <br />II <br />AT CENTERLINE <br />- <br />, <br />I <br />I <br />I <br />I <br />AT CENTERLINE <br />- <br />r <br />I <br />i � <br />-I' <br />I <br />I <br />M <br />I <br />it <br />11 <br />STORM DRAIN <br />UNE <br />PRIOR -70- CONSTRUCTION. <br />I <br />� <br />_ - - - T - - <br />- <br />- - - <br />- <br />WATERMA/ <br />AND SEWER FORCE MAIN ALL <br />CROSSINGS <br />I <br />- _ - - - <br />i <br />I <br />SHALI <br />CONFORM TO ?NE RE UIREM <br />OF 11THE ' <br />h <br />CALIFORNIA I ALTH <br />EPARTMfNT. <br />� <br />I <br />------ -- -- <br />--I-- <br />-- - <br />� <br />:I <br />� <br />--------- <br />- <br />1 <br />i <br />I <br />I <br />i <br />I <br />II <br />I <br />I <br />i <br />I <br />I <br />{ <br />I <br />I <br />i <br />O <br />O <br />U <br />I <br />DRAWING SCALE.- <br />1" = 40' HORIZONTAL <br />I <br />1 " = 4' VERTICAL <br />EXIS77NG SANITARY, <br />SEWER LIFT STA77ON <br />PROPOSED SANITARY <br />SEWER LIFT STATION <br />SEE SHEET 18 <br />10 11 12 13 14 15 <br />SCALE � 1" = 40' <br />SURVEY CONTROL POINTS <br />PT NO <br />NORTH <br />EAST <br />ELEV <br />DESC <br />26 <br />7316.66 <br />15295.74 <br />91.64 <br />HUB & TACK <br />27 <br />7350.00 <br />14721.90 <br />91.10 <br />SET SPIKE <br />28 <br />7080.81 <br />14014.22 <br />91.51 <br />SET PK -NAIL <br />29 <br />6893.11 <br />13524.45 <br />91.28 <br />SET PK -NAIL <br />30 <br />6685.48 <br />13293.50 <br />90.36 <br />SET PK -NAIL <br />33 <br />6673.39 <br />12542.37 <br />87.08 <br />FND BOLT <br />75 <br />6212.71 <br />15283.18 <br />92.22 <br />SET PK -NAIL <br />16 <br />CONSTRUCTION <br />CENTERLINE POINTS <br />STATION <br />NORTH <br />EAST <br />DESC <br />10+00.00 <br />6669.89 <br />12362.37 <br />START <br />17+94.60 <br />6696.10 <br />13156.53 <br />BC <br />20+54.84 <br />6768.66 <br />13403.58 <br />PCC <br />21+67.81 <br />6853.47 <br />13475.05 <br />PRC <br />22+74.45 <br />6925.94 <br />13548.84 <br />EC <br />32+69.32 <br />7266.90 <br />14483.47 <br />BC <br />34+47.43 <br />7311.85 <br />14655.54 <br />EC <br />36+32.46 <br />7341.58 <br />14838.17 <br />BC <br />37+91.39 <br />7356.66 <br />14996.26 <br />EC <br />40+45.07 <br />7363.99 <br />15249.83 <br />BC <br />41+33.74 <br />1 7308.33 1 <br />15306.42 1 <br />EC <br />53+ 12.39 <br />1 6129.77 1 <br />15291.73 I <br />END <br />17 <br />EXISTING EDGE OF PAVEMENT <br />EXISTING GAS MAIN <br />EXISTING WATER MAIN CONSTRUC77ON CENTERLINE TTENCH PATCH <br />EXISTING CURB, GUTTER DETAIL SHEET 17ER <br />AND SIDEWALK EXISTING SANITARY SEWER <br />CONSTRUCTION I oWM SS SS FHS �PP WA4- - - - - - - - - -�- <br />1.WM LAT LAT WM aWM _ - - % -!�W `�._ - - - - - - - - - - - - - - - -1 %+DD <br />CENTERLINE 0 p _ - <br />-AFH .wM- - - - -14f00 15 00 --- 16+00- <br />=-12-+00 - -- - 1T+00 -- - - ---- - <br />---_------ 1T+ZIO _- ----, - - -- - - - - <br />10 0� �-------- - <br />\W <br />- PP•- SS -- SS PP •\ \ <br />PP - �PP Q • pyll .WM SS <br />ST S p p LAT LAT LAT LAT { <br />�� Dl <br />EXISTING 6" SANITARY <br />PP fi07 j CONTRACTOR SHALL MAINTAIN ACCESS TO SEWER FORCE MAIN <br />EXISTING 6" SANITARY EXSITING DRIVEWAYS AT ALL TIMES. PROPOSED 8" SANITARY <br />SEWER FORCE MAIN SEWER FORCE MAIN <br />PROPOSED 8" SANITARY NOTE. • PROPOSED 8" SANITARY SEWER FORCE MAIN EXIS77NG <br />SEWER FORCE MAIN WILL BE REQUIRED TO CROSS NUMEROUS SEWER LA7ER4LS RAILROAD <br />AND WATER SERVICES THE CONTRACTOR SHALL EXERCISE TRACKS <br />EXIS77NG RAILROAD EXTREME CAUTION TO INSURE THAT SERVICE REMAINS <br />TRACKS UNINTERUPTED TO EXISTING HOMES AND BUSINESSES. <br />ALL EXISTING CROSSINGS SHOWN WERE PLOTTED FROM <br />RECORD 77ON AND FIELD TOPOGRAPHY. <br />LOCA77ONS MAY VARY, AND ADDMONAL CROSS NGSTUAL MAY FRONT STREET <br />EXIST IN THE FIELD. <br />APPROVED BY: <br />LINDEN COUNTY WATER DISTRICT <br />�x.caa. �-'�a1c.a�rr.I. 4Ii�/99 <br />GENERALT MANAGER DATE: <br />LINDEN COUNTY WATER DISTRICT <br />SANITARY SEWER <br />FORCE MAIN <br />STA. 10+00 - 21 +00 <br />FLOR RANCH <br />UNIT N0.1 <br />LINDEN, CALIFORNIA <br />REVISIONS <br />ITInNt <br />18 19 20 21 <br />R= 240.00' L = 9307' <br />RADIUS POINT <br />N= 6986.66 <br />E= 13295.80 <br />y <br />ell <br />No yXoO <br />CONTRACTOR SHALL VERIFY LOCATION OF EXIS77NGs 1 <br />WATER MAIN AND SEWER FORCE MAIN. ALL CROSSINGS 1•PP / g•6 <br />SHALL CONFORM TO THE REQUIREMENTS OF THE / b 1 Sq <br />CALIFORNIA HEALTH DEPARTMENT. 1 LAT <br />. wM x0 <br />n PP, I i� 2� S T <br />.WM <br />-� I <br />119+00 <br />_8+00`\yM INSTALL ARV PEP DETAIL 514T. 17 <br />PT 30® wAf \ <br />IM <br />PP--` <br />®WM <br />.WM <br />NOTES. <br />1. ALL EXISTING 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 THAT "U. S.A." <br />LOCATING SERVICES, LOCATE AND MARK U77LI77ES PRIOR TO THE START <br />OF EXCAVA77ON. <br />2. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXPOSING EXISTING <br />UTILITY CROSSINGS AND SERVICES. <br />J. ANY DAMAGE TO EXIS77NG UTIL177ES WILL BE THE SOLE RESPONSIBILITY OF <br />THE CONTRACTOR. <br />4. ENCROACHMENT PERMIT IS REQUIRED FROM SAN JOAOUIN COUNTY FOR <br />1 WORK IN FRONT STREET AND FLOOD ROAD RIGHT- OF -WAY. <br />12 -22 -Qq <br />ERE mialifloophm <br />■ PLANNING • ENGINEERING • SURVEYING <br />322 Sun West Place • Manteca, Callfords 953374347 <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-1 <br />94 <br />•o <br />�;Tfj <br />'-TA <br />t6 <br />74 <br />70 <br />