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0 t: <br />ttt <br />MAR Y APA t i Vll;l' { <br />y� ww <br />2 <br />� /VATU RAL GRpt.�NC) �F2 <br />i <br />5 � � <br />f a•4 i'1 <br />Il -9144 S- 0.003 <br />c <br />- ?5 38,4 FAVEp j <br />5' OurFL n <br />INTERIM STORM POND <br />SECTION <br />1 14- <br />"Iv983� <br />ST'L:£L MAT - <br />Z <br />SHARON DRIVE <br />< <br />16L F. 2C.P <br />TL 93.00 <br />O C'".1 92 L3O <br />s 0) <br />'(X <br />re 4 <br />� DETg)L SHEET lo,� <br />-- <br />`. <br />I <br />s Nor, 4 4 <br />QD ( DETAILSREFT 6. 12� P^_I <br />H <br />1 l ��� _ I c.i., L57 <br />Mae 5fl` / ­ I I t Ii\I 94.42 <br />__ 4 ry�7 1.4 2 <br />I � <br />w —1 <br />5EE PP _ I SHEET (a. 7J <br />SCALE I10kIZ 1"=50 <br />VERT 111= 41 <br />FLUUI[iI I IAL 'K F 1, 1_ <br />F' V C SEWED PIPE <br />Y C °l(' <br />'Aln P <br />iaEnt,wc. <br />/ /I/ <br />IN57ALL'-10LF. <br />f<>r <br />GA �V.��'T <br />, <br />i- L.M. Wesr SIM o �, )" !-I 4- .;.v <br />SHARON 0� lvz: <br />MARY ANN WA`( <br />NOTES <br />I, SEE FINAL MAP OF SUBDIVISION FOR LOT AND CURVE DIMENSIONS. <br />2. ALL NON-METALLIC PIPE SHALL HAVE AN UNSULATED SINGLE STRAND OF 10 GA. SOFT DRAWN COPPER WIRE <br />LAID -ALONG THE TOP FOR LATER RELOCATION. <br />3. SANITARY SEWER LINE SHALL BE VITRIFIED CLAY PIPE, ASTM -C200 EXTRA STRENGTH OR <br />POLYVINYL CHLORIDE PLASTIC GRAVITY SEWER PIPE, ASTM -D3034 OR SDR 35. <br />4. 4°SANITARY LATERALS SHALL BE OF LIKE QUALITY EXCEPT FOR SERVICE TO LOTS 8 & 9, WHICH <br />SHALL BE DUCTILE IRON WITH HOT DIP BITUMINOUS COATING AND MECHANICAL JOINTS OR <br />CLASS 200 P.V.C. PLASTIC PIPE, A MINIMUM OF 10 FEET EITHER SIDE OF CROSSING THE WATER MAIN. <br />5. SANITARY LATERALS TO BE PLACED IN THE CENTER OF LOTS EXCEPT WHERE OTHERWISE SHOWN. <br />SHALL HAVE A MIMMUM SLOPE OF 2% AND A 3'MINIMUM COVER AT THE GRADED PROPERTY LINE. <br />G. MANHOLE LIDS TO BE MARKED "STORM" OR "SANITARY" AND SET TO FINISH GRADE, <br />7 STORM DRAIN TO BE OF REINFORCED CONCRETE PIPE, ASTM C-76 CLASS Z MIN., JOINTS <br />ASTM C-361, GASKETS ASTM C-443(RUBBER) EXCEPT SUCH CATCHBASIN LATERALS SHOWN <br />AS CLASS Imo, TO BE ASTM C-76 CLASS [7. <br />8• WATER LINE TO BE ASBESTOS CEMENT PIPE, AWWA C-400 CLASS 150,OR P.V.C. PLASTIC, <br />AWWA C900 CLASS 150 , EXCEPT WHEN CROSSING SEWER THEN CLASS 200 IS REQUIRED. <br />9, WATER SERVICE TO BE 3' FROM SANITARY LATERAL AS SHOWN EXCEPT LOT 7. <br />10. IN CASE OF GRADE CONFLICTS WITH LOT SERVICES, POWER,GAS.AND TELEPHONE SHALL <br />PASS BENEATH SANITARY AND WATER. <br />11. WATER LINE TO HAVE A .MINIMUM COVER OF 36 . <br />R.P. WELDUM & ASSOCIATES INC. <br />CIVIL ENGINEERING <br />RONALD P. WELDUM <br />DATE Na,• ��, IgB� R.C.E. 16835 <br />LOCKEFORD PARK ESTATES <br />SANITARY SEWER, STORM DRAINAGE Bi <br />WATER SYSTEM <br />SAN JOAQUIN COUNTY <br />I" = 50' <br />6 <br />99 <br />DIRECTOR OF <br />PUBLIC WORKS 408-00 <br />