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20 <br />10 <br />Ic <br />Fq— <br />I-S-1 <br />T. D. <br />O <br />0 <br />+ <br />-77 . <br />00 <br />1, <br />__j <br />I= <br />LL -i <br />I <br />U-) <br />0 <br />00 <br />uj— <br />00 <br />Lu <br />> <br />wN <br />0 wo <br />w Y <br />0 <br />u <br />Io <br />00 <br />rr) <br />030 <br />00 <br />+ <br />0 <br />+ <br />(f) <br />i -j . a . . <br />.j <br />Z <br />PROVIDE D R OF <br />CONNECTION P ER <br />GENERAL NOTES. <br />1. SEE SHEET 4.03 FOR UTILITIES ALONG EAST MAIN STREET. <br />2. FORCE MAINS TO BE CEMENT -MORTAR LINED DUCTILE IRON PIPE <br />CLASS 350 CONFORMING TO CITY OF STOCKTON STD SPEC 71. <br />PROVIDE 8 -MIL POLYWRAP. <br />3. CONTRACTOR SHALL TEST SOIL FOR CORROSIVITY AND PROVIDE PROTECTION IN <br />ACCORDANCE WITH CITY STANDARDS, AS NECESSARY. <br />4. SEE SHEET 4.09 FOR LIFT STATION DETAILS AND NOTES. <br />5. ALL GRAVITY SANITARY SEWER PIPE MAINS TO BE PVC SDR -35 MATERIAL <br />UNLESS OTHERWISE SPECIFIED. <br />Mmi <br />I <br />0 <br />0 10 20 30 40 H <br />I I I I I < <br />FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES <br />m <br />ui <br />0 <br />Q� <br />a_ <br />a_ <br />< <br />6. ALL EXISTING UTILITY LOCATIONS 1 SHOWN IN PROFILE ARE APPROXIMATE. 17zz:� <br />CONTRACTOR TO POTHOLE EACH I SEWER CROSSING PRIOR TO CONSTRUCTION. <br />7. SEE SHEET 4.08 FOR DUAL TRE14CH DETAIL. <br />8. SEE SHEET 4.09 FOR FORCE MAIN DISCHARGE MANHOLE DETAIL. rr' I <br />No. <br />C 68855 <br />9. 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