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JOB Simr)soeaper Co. Ripon <br /> LAWRENCE & ASSOCIATES SHEET NO. OF_ <br /> 2001Market St., Rm. 523 CALCULATED BY D .A.L. 1/20/89 <br /> REDDING, CA 96001 DATE <br /> (916) 244-9703 <br /> CHECKED BY �'JDATE <br /> ot to <br /> SCALE scale <br /> .................- .................----------- <br /> 6 �in h 'steel. riser wl 1 lock,�`ng ca <br /> LAI <br /> .'........................ ................. <br /> 3 f <br /> ft .concrete <br /> ........ ....... <br /> 8-inch 1 diameter <br /> hole <br /> ....................... <br /> ......................... <br /> Cement grout, pumped in place;, bottom of <br /> grout,...................pumped I...... ..............-.1-.......... <br /> .............................- <br /> seal, to be set 10 ft above top of screen <br /> . .. ........................... <br /> ............. <br /> 2--�in6h .PVC, ;Sch 40 wl threladied 'ends : <br /> ......................................... ....................................................... <br /> 1.20 ft <br /> _Note i: Completed i depth of hole and f inal <br /> ...........Completed............................................................................ <br /> placementof: screen and grout :to! <br /> the-1 it--1-d---aftL-r— <br /> e-d <br /> r <br /> unnincr. Electric -.10C <br /> . ............................................ ............. <br /> No solvent qlu..e to be .used . ints <br /> .................................................................................................................................. ........................................ <br /> ' No pipe dbpe to be used on threads: <br /> .......... <br /> ..............- <br /> '-No. 3...a....nd..,...: f.ur......n.....i....s.h......6.....d............dr.v. and...i.n.......ba.s <br /> ............s <br /> -4 ......... ....... <br /> 2 � inilch �PVC screen, Sch 4!0 , w/' threaded <br /> ................. ....................... <br /> ends, No.. 20 silot, t-* long <br /> PVC end cap : secured w/ stainless-steel <br /> screws or ug <br /> P: <br /> ................ <br /> ................. <br /> Construction Detail��s of Proposed -2 aTH-4 <br /> e(i TH-- and ; <br /> ........................................................... <br /> Figure 2 <br /> .......... ................................................................................................................................................................................................................................................... .. ........ <br /> M==2 W/-ff"Wc-Cft 0.oWL <br />