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I� <br />j <br />S=10N A -A <br />u2milmilL91V 7j, <br />i� • <br />SECTIO!! B- 8 <br />22" - - <br />WATER 'SERVICE <br />20" <br />12 r <br />No. 19 38 <br />MM.: <br />rx BS/ '•s' : <br />" 1>:'xpi/e5 9.90�e9 <br />\`1,''4\-\t`w•� <br />�� •n •'�'r <br />"x <br />�. + ��s 1 <br />-...-._ E q"VgfaIA3( <br />.; <br />j g� g �• � R, ` y' n # <br />f2 uh."'y <br />OFCFL1F0� <br />A <br />3 3 FLIM 2,34 tits <br />'} <br />1 <br />Si'OCKTON., <br />4 <br />i_. <br />-.... ( 209) 465' <br />3243 <br />ITI I A A <br />- <br />NBiES <br />L Iwiny type y�ate may he used <br />aSS <br />2 91-0e she// 6e fas/enev' /o <br />{dame wih5 /B'x ya"'heat-�`�eated <br />PL <br />chain. <br />SECTION B -B <br />e.i. G <br />n. •..t• s o— <br />LETTERING - SEWER <br />PINKERTON A-624- <br />Cost <br />-624Cast Iron Frame And Curer <br />Groove Filled With Mortar Before <br />iseMlling Cat Iran From And Cover <br />Precool Relate Comets Grade <br />A*Almemt Ring* 2",3;4;5 6" Nigh <br />P 000 Reinforced Concrete T <br />Seatlan To Ys In Accordance Wlth ved <br />Mosulecturw% Dimensions <br />All Joints Mortared .And Bonded With <br />Mortar On Both Interior And Exterior <br />Surface <br />Preceol Rohft Concrete Manhole Pipes, <br />ASTM Deft C-470 Clare X, As Required To <br />Obtain Proper Elevation I 2', 3; to 4; Sections. <br />4" Minimum D <br />SERVICE. LA <br />q. ,- <br />i _ i 11 ■.C: <br />ELM <br />Existing Pawnee <br />Or Grand /fif x e Bolts <br />6" or On I.D. Pips, I H, <br />Iron From and Cows <br />to DETAI L <br />60 Pont <br />• — — Plea Cotngeh <br />Blocks (Clam <br />now or concrete) <br />Bottom Of Tratch <br />TYPICAL LAMPHOLE INSTALLATION <br />4" ^� <br />S MISIN, A*.A <br />FRAME a COVER <br />(SANITARY SEWER LAMPHLE) <br />Back Of walk <br />.a <br />; • � :. T• Ang /e <br />Stop <br />Gnnectwn <br />i bA.da�f Gr <br />SEE SPEC/AL pETA/L <br />SNEEi NO 4 <br />p /,. <br />4boVe grade <br />12' Mtn- cover. <br />�x fSo Reber Wi''AG <br />2 hose cfarrmPS /2" <br />an 0.r+ <br />Gen •ctran � <br />Adaptor <br />`ted Corpora+/on S+op <br />Service Cia.rAp <br />Larder) <br />NOTES <br />L Plastic pipe for I" I. D. service *oil be utim high molecular weight (UHMW ) <br />Polyethylene a rmaufactured by "Dris opipa", "Orangeburg or approved equal <br />with minimum pressure rating of 160 psi. <br />2. Plastic pipe for 2" I.D. serving shall be P/ 2110 Polybutylene or approved <br />equal with minimum preesun rating of 160 psi. <br />3. Corporation stop shall have corporation as* threads. <br />4. Angle shall have soh, nut and lock wing. <br />6 Risen *hale be vertically plumbed. <br />& Service saddle shall be required for the 2" service tap. <br />7. Mueller Imta-tile connection short conform to ASTM Designation D 2239. <br />S. Water service NOT to be lower than sonit'ory sewer lateral. <br />TYPICAL SANITARY <br />WATER 'SERVICE <br />SEWER DETAILS <br />No. 19 38 <br />rx BS/ '•s' : <br />" 1>:'xpi/e5 9.90�e9 <br />\`1,''4\-\t`w•� <br />�� •n •'�'r <br />"x <br />�. + ��s 1 <br />-...-._ E q"VgfaIA3( <br />.; <br />j g� g �• � R, ` y' n # <br />f2 uh."'y <br />OFCFL1F0� <br />3 3 FLIM 2,34 tits <br />HA€'FDING WA <br />Si'OCKTON., <br />CALIFORNIA <br />i_. <br />-.... ( 209) 465' <br />3243 <br />FR NEW STREETS <br />AC pissed at time <br />of street construction <br />1" <br />NOTES <br />Wot <br />I COnc Tt <br />i Refer to <br />Standen <br />i <br />Cast Iron Lid <br />t1N- W0 machined <br />etatNq wu Slat <br />Grad. <br />Concrete Bae to be <br />around Valve Bos. <br />Concrete So" not <br />necessary when Valve <br />Bax is located in back <br />of sidewalk. <br />I. Van box and Lid "I be Christy No G S, Brooks Na I R T or 4 -TT, or equal. <br />2. All Lia and Grade Rings shall haw► machined seating Surfaces. <br />3. Extensions sholi be as manuteatured for the Volae Box supplied or A.C. Pips of correct <br />size can be used. See Note S. <br />4. If Valve Bas placed after roadway is paved, construct concrete base to finish grode. <br />5. Steel Steew Eatensiete with 2" steel ices (min. of 3) weld- to a steel Wove and <br />embedded in oenarats may be as an dew me-. N used in streets, the top 9" shall <br />be as shown above. <br />Variable <br />I <br />Varve Box, Frame and Lid <br />o improvement Standord No. E-2 <br />above ground line <br />Concrete Anchor Block -7 <br />CHARL F_S W, FLY <br />PF tv-241392 <br />6"4 Pipe ; <br />by Ring -Tits Adaptor ' <br />Iquired) Cont:. Thrust Block <br />ted or Flanged by Refer to Improvement <br />to Gate Volvo. Standard No. E-3. <br />4o. II Toe or Equal. <br />Brook -Of C. <br />✓O%/If- <br />NOTES, <br />1• Fire Hydrants shall be placed with*4" outlet facing <br />directly towards the street. <br />2. Fire Hydrants shall be Olean and free of concrete. <br />3. Fin Hydrants to be American Darling Model 8-628, Droner M 6 H Style 929 <br />"Reliant", Mueller "Centurion" or "Modern Cw*wion", or approved equal (2-1" <br />e 1.4 outlets) <br />Or other sue as required by the local Fin District. <br />4 All Mydrants *hall be pointed OSHA safety yellow_ or as <br />required by boas Fire District, <br />SQQ Sp(2CI ��IDnS -ray 34 <br />FIRE HYDRANT <br />i <.r; 1473 <br />LOCKEFORD VILLAS <br />DETAILS <br />_-�• SAN JOAQUIN COUNTY CALIrFORNIA _ <br />DESIGNED B 1.G eo 7 <br />DRAWN BY�/� _ e OF 8 SHEETS <br />__-'RACED By DIRECTO OF PUBLIC WORKS i� +IOB NO. <br />_ --� <br />CHECKED BY SAN JOAQUIN COUNTY�79 -13 <br />6-267,7 6-767 <br />I <br />r�r <br />