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Backfill with materials equal to or <br />better than the existing pavement <br />UNDER PAVEMENT <br />AND DRIVEWAYS <br />OUTSIDE SHOULDER <br />NOTES: <br />THRUST <br />in quality <br />and thickness. <br />I. Relative compaction of materials <br />shall be tested by the <br />State <br />II Existing Pavement <br />Dept. of Public Works, Division <br />0 <br />6" <br />2. All existing pavement shall be <br />F-6" Min. (Typ.) <br />� <br />3. No jetting or ponding shall be <br />permitted within the street <br />Compact in 12" layers <br />of Way. <br />4. * When shown by soil composition <br />and compactibility, ninety percent <br />to a minimum <br />compaction may be used, when <br />approved by the Director of <br />— — <br />— r relative compaction <br />90% compaction under driveways. <br />2- ON <br />45" <br />— <br />— of 95 %. <br />o <br />3- <br />— <br />900 <br />c—'Compact <br />—4r-- 0 <br />TEE OUTLET <br />in 12" layers <br />> <br />TEE OUTLET <br />4 - <br />— to a minimum <br />DEAD END <br />V - do <br />p• <br />O <br />— relative compaction <br />of 90%. <br />N <br />5 <br />4 - 0 <br />8 LINE <br />by "Orisaopipe", "Oragsburg" or approved equal <br />Compact in 6" layers - <br />12 LINE <br />pressure rating <br />10" 0. D. <br />to a minimum <br />o <br />10" <br />2 - 0" <br />2'- 0" <br />221/20 <br />relative compaction <br />3'- 0" <br />45• <br />Mac. <br />of 90 %. <br />45• <br />4- <br />0. D. t 20" <br />Max. <br />UNDER PAVEMENT <br />AND DRIVEWAYS <br />OUTSIDE SHOULDER <br />NOTES: <br />THRUST <br />BLOC <br />DIMENSIONS <br />I. Relative compaction of materials <br />shall be tested by the <br />State <br />of California, <br />Dept. of Public Works, Division <br />of Highway, test method No. <br />California 216 or 231 <br />2. All existing pavement shall be <br />neatly cut to line prior to <br />trench excavation. <br />3. No jetting or ponding shall be <br />permitted within the street <br />Right <br />of Way. <br />4. * When shown by soil composition <br />and compactibility, ninety percent <br />( 90 %) <br />compaction may be used, when <br />approved by the Director of <br />Public <br />Works. <br />90% compaction under driveways. <br />2- ON <br />45" <br />TYPICAL TRENCH BACKFILL <br />THRUST BLOCK DETAILS <br />CAST IRON BEND <br />9 <br />450 Max, <br />lmir.-i <br />I--1' <br />I' TYPICAL SECTION THRU <br />TEE OUTLET DEAD END THRUST BLOCK <br />Cao Iron Wall <br />Nub or Flaps <br />ELEVATION <br />TOTES, 1. All thrust blocks shall be poured <br />against undisturbed soil and shall <br />be Class "B" Concrete. <br />2 Thrust block dimensions were <br />calculated to allow a soil <br />bearing vakis of 1,000 pounds <br />per square foot. <br />-- <br />05 Ban an side <br />-- opposite thrust <br />+-4w REINFORCING DETAIL <br />T + <br />1 <br />FILE NAME DRAVVER si-ji- N0. <br />S�6 d SU i3�3 <br />FOR N <br />3" A.C. placed at time <br />of street construction <br />i• <br />Cast Man Lid <br />itle- proof, machined <br />seating sur ace <br />« s. <br />Grade <br />. <br />2w.•. .. ., ..7V.� ; <br />.. .:.:. :• ••..i:. rgi <br />t� 1 <br />FOR EXIST, STREETS <br />OR ALTERNATE FOR <br />NEW STREETS <br />Concrete Base to be <br />Extensions around Valve Box. <br />Concrete Base not <br />necessary when Valve <br />Box is located in bock <br />m m of sidewalk. <br />NOTES: <br />1. Volvo bac and Lid shall be Christy No, G 5, Brooks No. I R T or 4 -TT, or equal. <br />2. AD Lids and Grade Rings shall have machined seating surfaces. <br />3. Extensions shall be as manufactured for the Vol" Bos supplied or A.C. Pipe of correct <br />sue can be used. See Nob S. <br />4. If Valve Bos placed after roadway is paved, construct concrete bass to finish grade. <br />S. Steel Sleeve Extensions with 2" steel kgs (min. of 3) welded to a steel sleeve and <br />embedded in concrete may be as an alternate. If used in streets, the top 9" shall <br />be as shown above. <br />- : 0 <br />W" <br />THRUST <br />BLOC <br />DIMENSIONS <br />e <br />FITTINGS <br />I A <br />B <br />FITTINGS <br />A <br />8 <br />Sw LINE <br />Street Valve Nut <br />IO" LINE <br />•. <br />a Oath. Street Ell <br />221/ • <br />1 -6 <br />I-6" <br />221 • <br />3'-0" <br />2'-0 <br />450 <br />2 - ON <br />2- ON <br />45" <br />4'- W <br />V-0 <br />904 <br />3- <br />2-6 <br />900 <br />5-6 <br />—4r-- 0 <br />TEE OUTLET <br />- OR <br />2 - On <br />TEE OUTLET <br />4 - <br />4 - <br />DEAD END <br />V - do <br />pipe <br />DEAD END <br />4 -ON <br />4 - 0 <br />8 LINE <br />by "Orisaopipe", "Oragsburg" or approved equal <br />12 LINE <br />pressure rating <br />of 160 psi. <br />221/2* <br />2 - 0" <br />2'- 0" <br />221/20 <br />V-04 <br />3'- 0" <br />45• <br />3-0 <br />-6 <br />45• <br />4- <br />4-0 <br />4 <br />I_ Y <br />_ <br />• <br />_ON <br />_ <br />4! <br />TEE OUTLET3 <br />-6 <br />3 - <br />TEE OUTLET <br />3 -6 <br />4 -0 <br />DEAD ND <br />3 -6 <br />317 -On' <br />SAD EMD <br />3 -6 <br />4 -0 <br />Cao Iron Wall <br />Nub or Flaps <br />ELEVATION <br />TOTES, 1. All thrust blocks shall be poured <br />against undisturbed soil and shall <br />be Class "B" Concrete. <br />2 Thrust block dimensions were <br />calculated to allow a soil <br />bearing vakis of 1,000 pounds <br />per square foot. <br />-- <br />05 Ban an side <br />-- opposite thrust <br />+-4w REINFORCING DETAIL <br />T + <br />1 <br />FILE NAME DRAVVER si-ji- N0. <br />S�6 d SU i3�3 <br />FOR N <br />3" A.C. placed at time <br />of street construction <br />i• <br />Cast Man Lid <br />itle- proof, machined <br />seating sur ace <br />« s. <br />Grade <br />. <br />2w.•. .. ., ..7V.� ; <br />.. .:.:. :• ••..i:. rgi <br />t� 1 <br />FOR EXIST, STREETS <br />OR ALTERNATE FOR <br />NEW STREETS <br />Concrete Base to be <br />Extensions around Valve Box. <br />Concrete Base not <br />necessary when Valve <br />Box is located in bock <br />m m of sidewalk. <br />NOTES: <br />1. Volvo bac and Lid shall be Christy No, G 5, Brooks No. I R T or 4 -TT, or equal. <br />2. AD Lids and Grade Rings shall have machined seating surfaces. <br />3. Extensions shall be as manufactured for the Vol" Bos supplied or A.C. Pipe of correct <br />sue can be used. See Nob S. <br />4. If Valve Bos placed after roadway is paved, construct concrete bass to finish grade. <br />S. Steel Sleeve Extensions with 2" steel kgs (min. of 3) welded to a steel sleeve and <br />embedded in concrete may be as an alternate. If used in streets, the top 9" shall <br />be as shown above. <br />- : 0 <br />W" <br />ITT <br />Voll Box, From and Lid, <br />E.P <br />E:bt' 6e01e111 <br />Christy 0-0 Traffic Volvo Box or equal. <br />e <br />\\ <br />Bartow of Delon <br />Comets2" <br />. <br />Ael M "' Block <br />Bahr Nipple <br />Csaerul pipe <br />Street Valve Nut <br />•. <br />a Oath. Street Ell <br />2" Bron" Gate Volvo <br />Coq Iron Pipe <br />2" Bronze Nipple <br />:.:.•:: <br />Coq Iron Pug tapped 2" <br />Referto <br />THUST FLOCK DETAILS for Size. <br />ELE 1214 <br />con <br />ITT <br />WATER SERVICE <br />wat <br />Cane. TI <br />Variable I' <br />i I � <br />Volvo Box, Frame and Lid <br />o VALVE BOX DETAIL <br />J! 6-0 A.C. I <br />by Ring -Tito Adaptor <br />lquirod ) <br />)ed or FlaiOed by <br />to Gab Val". <br />Ito. II Tee or Ecuoi. <br />Come" do <br />Anchor Block �T <br />10" <br />Conc. Thrust Block- ; <br />Refer to Tbrutt <br />Block Detail <br />NOTES, <br />1. Fele hydrants shall be plamxsd with*4�'outlst facing <br />d redly towards t!w street. <br />2 Fire Hydrants call be clean and free of concrete. <br />3. Residential Fire Hydrant to be "Rich 960" (2-2f <br />t3 1- 4dj outlele) or approved equal. <br />4' Or other sin as required by the local Fire District. <br />FIRE HYDRANT <br />Break- Of f <br />E.P <br />E:bt' 6e01e111 <br />Street R/W <br />tete �e Rockwell 3 <br />am c <br />\\ <br />Bartow of Delon <br />(if any) <br />Conned 7 <br />):t <br />��`-� •— "'fix 36" Reber with <br />tim <br />2 bee chm" 12" apart <br />con <br />2" Min. Cover below bottom <br />of ditch (if any) <br />Service <br />Clone (I" <br />or larger) <br />I�Plwf-ic <br />pipe <br />for IN I. D. service shall be ultra high molecular weight ( UHMW ) <br />Polyethylene <br />as manufactured <br />by "Orisaopipe", "Oragsburg" or approved equal <br />with minimum <br />pressure rating <br />of 160 psi. <br />2. <br />Plastic pipe <br />for 2" 1. D. service <br />shall be PS 2110 Polybutylene or approved <br />equal with <br />w"mum prsswn <br />rating of 160 psi. <br />3. <br />CorporoNan <br />stop shall haw <br />corporation cock threads. <br />4 <br />Angle shall <br />have swivel nut <br />and look wings. <br />5. <br />Risen WWI <br />be vertically plumbed. <br />6. <br />Service sotdle shell be required <br />for the 2" service tap. <br />T. <br />Mueller Instt-fib conedloh <br />shall conform to ASTM Designation D 2239. <br />WATER SERVICE <br />wat <br />Cane. TI <br />Variable I' <br />i I � <br />Volvo Box, Frame and Lid <br />o VALVE BOX DETAIL <br />J! 6-0 A.C. I <br />by Ring -Tito Adaptor <br />lquirod ) <br />)ed or FlaiOed by <br />to Gab Val". <br />Ito. II Tee or Ecuoi. <br />Come" do <br />Anchor Block �T <br />10" <br />Conc. Thrust Block- ; <br />Refer to Tbrutt <br />Block Detail <br />NOTES, <br />1. Fele hydrants shall be plamxsd with*4�'outlst facing <br />d redly towards t!w street. <br />2 Fire Hydrants call be clean and free of concrete. <br />3. Residential Fire Hydrant to be "Rich 960" (2-2f <br />t3 1- 4dj outlele) or approved equal. <br />4' Or other sin as required by the local Fire District. <br />FIRE HYDRANT <br />Break- Of f <br />