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I <br />0 <br />o � <br />o �I � •�. � `LO IoW <br />\ J <br />INJECTION MOLDED RUBBER GASKETED TEE SADDLE i 10 x 4 ) <br />40 Future Tom, ti CONNECTION0 EXISTING P.V.C. SANITARY SEWER MAIN 40 <br />o� A <br />I <br />38 --=---- ----- 38 <br />pyptGl I //av,Uakanwn_ <br />5 fl, water <br />36 iir5f/t �� I It A 36 <br />1rz�LQ// 3 ro Lf $ - <br />_ /pr, 34,2 <br />34 _—Futlnv 3 <br />34 <br />-_I -- <br />0,5 Czeor � _-------- ./_a----�'"�. � �Unu3ed �X/s> j g y ejs 7 ' <br />Procedure for Making Gasketed <br />A41 <br />m5O Ob <br />� I j Sewer Saddle Connection <br />NommolowL <br />1. Place saddle in position on pipe. Use saddle as a template _ 132 <br />4• ---�-r i I ! and mark guide for hole cut -in. Remove saddle from pipe. <br />1t I j j I 2. Using hole guide mark. cut hole through pipe wall outside - <br />ml the hole guide mark by the thickness of the saddle stem. <br />The diameterr of the saddle seter of the tem exceed should not <br />n by morethaneh Useide <br />Use <br />30 �� 111 i 1 hand keyhole or power saber saw to cut the hole. For most 2e 1 <br />i `l �.�. saber saws with heavy duty blades. the blade should be <br />Stalnle5 s Steel Strop held horizontally across the pipe and pressed downward <br />+. until it penetrates the pipe wall. Then the blade can De <br />�I i fO le placed at night <br />brought to the vertical position and the hole cut completed. <br />i + N� angle to Pipe Surface <br />qll �. �1 - I ' 9. Wipe clean and dry both the underside of the saddle and <br />I } <br />II <br />28 V h the mating surfaces of the pipe. 28 <br />\ 4. Position saddle over the hole. Place the two 121 stainless L <br />A N f } a <br />steel hose clamps around the pipe and through the slots at <br />each end of the saddle skirt. Check to see that the saddle <br />t 0 + + (A <br />SECTION A+A stem is recessed in the hole and that the straps are at right <br />.. h - i I angles to the pipe surface. <br />26 ` x, I i n 5. Alternately tighten straps with a large screwdriver with a <br />a N I ( •* C good grip until the maximum torque has been reached by <br />hand. The minimum torque applied should be 5 ft. -lbs. <br />{ <br />t <br />l <br />_ 1 � i 16• <br />0 00 11 00 12 00 13 00 14 00 15 00 00 <br />LARK (future) STREET <br />> N <br />a n I <br />iI Cost Iron Frame And Cover <br />�I 30' 30'_ Refer to tmprovms A st•nowd No. O -s <br />> Groove Fuld <br />With Mata before <br />1 a•rollkp Cost Iron Frame And Cover <br />W V I b-. • Pretest Relatereed Concrete erera"a <br />Wj 1<I iii 12' I .0 i! - Aa)ANwmrr Rbi <br />11 0 <br />111 4:x:4;8 f' Nish <br />W 12 � I 1 N ;a . �P►•ceet ReMleroed Caner•N To •d <br />J Oion. Section To IM In Accordance wIMPerApsrowd <br />Uj j m 49 50 51 52 53 54 5 5 5 <0 57 0 eN Monatoorarsf% Domisaw"a <br />•, <br />I All J0I tte Mortarod .And Bonded with <br />1 \ 3 tll '_ Mortar On Both lolerlor AM Exterior <br />StaYianinq pdr 1 J + <br />5enedref 27rrve I U V secool ( Nota •C•) <br />/G+99.36 5u6dlY�s/on f3ounadry Q J Pry Reinforced C- Corlcnt• Manhoi. Pips, <br />S �WQ SubUfJd lyl C <br />ASTM <br />proper Elevation IG 2• R3. 9 4. Soetiorl <br />As Required To <br />4,-0• v Nota 8 <br />. . <br />Q t5Dion. !: <br />' e• r Ate" <br />1 C1 T <br />$en t rry 109 Il <br />Ing r <br />/53 T e e p 4 a <br />Set Top of 6"Valve 0 Z v�j I W CoonnccrNe • A—� SECTION A—A <br />Baxes above surrounds 4 I\yd W ELEVATION <br />l tti and mark oaf <br />Wrrh 4x4 redwood rurure rl/W 7 I— <br />po5ts(3'hlgh)pointed N • <br />white 4 /elfered' WATEQ , n I I NOTE, A. I' -S' owonte coy 1My a tieed.If gWowd by the EnpNtnr. <br />v�4LV45" J R $O°' Fur."55 'w N B. Use A.C. coupling coat Into boss whin plastic pled II u6ed. <br />Ram Neu , or equal ba Compound. <br />1 0 I I I p ki 1 3 14 1 5 B"8 •�y _ C. Uaa ' <br />' w N,�w cc <br />P, V. C. Sewer Main shall not be to contact with concrete <br />---_—_-- --_.----f <br />/O r 00 Purure LARK 57' <br />15 7?, 5 BENEDIGTDR. I . future K/W I j 9 Ln TYPICAL SANITARY SEWER <br />v <br />1 k LARK STREET <br />R o <br />MANHOLE <br />I CC <br />/-7/ace Z'AG <br />t <br />around new wa>er 2Ltzz <br />06 30� -4. . <br />JI+ 41 <br />C <br />1k, Its <br />vIQ <br />0 O P G <br />NO. DATE REVISIONS BY DESIGN DRAWN BY APPROVED BY <br />BAUMBACH & PIAZZA LARK (future) DRIVE COUNTRY VIEW SUBDIVISION SHEET 3 OF 5 <br />19 JOB NO. 630_5 <br />SUBMITTED Y CIVIL ENGINEERS — SURVEYORS HENEDICT DRIVE to LARK STREET UNIT N0. 2 <br />323 W. ELM ST., LODI, CALIF. 95240 PH. 209-368-6618 SUBDIVISION FILE <br />LI <br />R.C.E. IA��B DATE S�ZO-89 SAN JOAQUIN COUNTY DIRECTOR OF UBC WORKS SUBDIVISION IMPROVEMENTS No. <br />PRINTED ON DIEPO NO. 1000H CLEARPRINT If <br />