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1. RES <br />Rellative compaction of materials shall be tested by the State of California, <br />Dept. of Transportation Testing Manual, test method No. California 216 w 231. <br />2. All existing pavement sholl be neatly cut to line prior to trench excavation. <br />3. No letting or ponding shall be permitted within the street Right of Way. <br />4. * When shown by soil composition and compactibility, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Works. <br />TYPICAL TRENCH BACKFILL <br />5 <br />Backfill with materials <br />equal to Or <br />DIMENSIONS <br />better than the existing pavement <br />I— <br />In quality and thickness. <br />I RA7B <br />t. . <br />- Existing Pavement <br />l=t+; <br />B <br />= <br />2" Square Steel <br />TOA — <br />a <br />/ MIN. nI.ATIVf <br />(TMp) <br />:4';� <br />wmrlA6T-Iem =— _ <br />3'-0" <br />2'-0" <br />ori � <br />2' - ON <br />X- ON <br />45' <br />4": ON <br />— <br />Compact in 12 max. layers <br />3- <br />PLAN <br />_— <br />> <br />— <br />to a minimum <br />Christy G-8 Traffic Valve Box or equal. <br />p• — <br />relative compaction O' <br />- <br />O' <br />of <br />d <br />• <br />Asbestos Block2" <br />Gale. Nippk <br />Cement Pipe a <br />2"Sq. Steel Valve Nut <br />Compact in 6" layersS <br />2"Goly. Street Elbow <br />10" 0. D. 10" <br />to a minimum <br />Mm. x' <br />relative compaction <br />Marx. Max. <br />2" Bronze Nipple <br />0D.+20" Max. <br />of 90 Ye. 0. D.+20•' Moz. <br />rr�u5r <br />UNDER PAVEMENT <br />OUTSIDE SHOULDER <br />rrrl5 sff�� <br />AND SHOULDER <br />45' <br />1. RES <br />Rellative compaction of materials shall be tested by the State of California, <br />Dept. of Transportation Testing Manual, test method No. California 216 w 231. <br />2. All existing pavement sholl be neatly cut to line prior to trench excavation. <br />3. No letting or ponding shall be permitted within the street Right of Way. <br />4. * When shown by soil composition and compactibility, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Works. <br />TYPICAL TRENCH BACKFILL <br />5 <br />THRUST BLOCK RETAILS <br />CAST IRON BEND <br />48' Max, <br />• I <br />Y TYPICAL SECTION THRU <br />TEE OUTLET DEAD END THRUST BLOCK <br />THRUST <br />BLOCK <br />DIMENSIONS <br />I— <br />FITTINGS <br />I RA7B <br />t. . <br />FITTINGS <br />l=t+; <br />B <br />6" LINE <br />2" Square Steel <br />Valve NW <br />a <br />221/' <br />1'-6" <br />:4';� <br />221 ' <br />3'-0" <br />2'-0" <br />ori � <br />2' - ON <br />X- ON <br />45' <br />4": ON <br />3'- ON <br />90' <br />3- <br />PLAN <br />90' <br />o <br />Volvo Box, From and Lid, <br />TEE OUTLET <br />Christy G-8 Traffic Valve Box or equal. <br />2 --ON <br />TEE OUTLET <br />- <br />4 - <br />Concrete <br />2" Cap <br />• <br />Asbestos Block2" <br />Gale. Nippk <br />Cement Pipe a <br />2"Sq. Steel Valve Nut <br />tea- <br />2"Goly. Street Elbow <br />12 LINE <br />2" Bronze Gots Valve <br />• �` <br />2" Bronze Nipple <br />r'. <br />....: <br />Coat Iron Plug tapped 2° <br />rr�u5r <br />�t_a�x see <br />�ernl�s <br />rrrl5 sff�� <br />ELEVATION <br />45' <br />PERMANENT BLOW OFF <br />THRUST BLOCK RETAILS <br />CAST IRON BEND <br />48' Max, <br />• I <br />Y TYPICAL SECTION THRU <br />TEE OUTLET DEAD END THRUST BLOCK <br />IOTES- I. 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 valve of 1,000 pounds <br />per square fool. <br />e5 Rebar a top and <br />PERMANENT BLOW -OFF <br />THRUST BLOCK DETAILS <br />SWOON <br />1 <br />Cost Iron Cap <br />tapped 2" Std.. <br />2" Square Stool Volvo Nut <br />Asbestos Cement Pipe Koof <br />2" Standard Galy. Pipe <br />1 <br />Tomp backfill behind <br />blocking thoroughly. <br />A PLAN <br />Volvo Box, Frame and Lid, <br />Christy G-8 Traffic Valve Box or equal. <br />q o to p <br />•o.••o. .�°. •w� •.. Q. <br />2" Cap <br />Fasteners 2" GoW Nipple <br />2° Square Steel Valve Nut <br />-2" Golv. Street Elbow <br />t 2" Standard Gore Valve <br />4"x 4" <br />ELEVATION <br />SECTION A -A <br />TEMPORARY BLOW OFF <br />FOR NEW STREETS <br />Asphalt <br />Cast Iron Lid <br />g r ice <br />ottk-Droor machined <br />scorinsu <br />s" <br />Grade <br />\-FOR EXIST. STREETS <br />Concrete Bass to be <br />around Valve Box. <br />,r Concrete Base not <br />necessary when Volvo <br />Box is located in bock <br />M m of sidewalk. <br />NOTES: <br />I. Valve box and Lid shall be Christy No G 5, Brooks No.I R T or 4 -TT, or equal. <br />2. All Lids and Grade Rings shall have machined seating surfaces. <br />3. Extensions shall be as manufactured for the Volvo Box supplied or Pipe of correct <br />size can be used. <br />VALVE BOX <br />ErEmst. <br />Strut R/W <br />Ground _ Future <br />Motor Box kleler <br />e: <br />Bottomof Ditch ; <br />tilt any) <br />1 Connection <br />6 <br />f <br />r 36" Rebor with <br />Connection <br />Adapts 2 how clamps 12" apart <br />Cap0ation 24" Min. Cover below bottom <br />Stop of ditch (if any) <br />Service ' <br />Clamp (I' or larger <br />Double Strap) <br />NOTES <br />1. Plastic pipe up to IkC 1. D. service shall be ultra high molecular weight ( UHMW ) <br />Polyethylene as manufactured by "Driscopipe", "Orangeburg" or approved equal <br />with minimum pressure rating of 160 psi. <br />2. Plastic pipe for 2" 1. D. service shall be PB 2110 Polybutylene or approved <br />equal • with minimum pressure rating of 160 psi. <br />3. Corporation stop shall have corporation cock threads. <br />4. Angle stop sholl have swivel nut and lock wings. <br />5. Angle stop shall be vertically plumbed. <br />6. Size of service line shall be as required by the County . <br />7. Mueller Insto-cite connection shall conform to ASTM Designation D 2239. <br />WATER SERVICE <br />Variable 1' <br />"I 3 <br />D: <br />Valve Box, Frome and Lid tk �, 5E� D€j"All- TIilS 5}fP>:T <br />2' above grouWater Main Concrete Anchor Bloc6"e Pipe7RiAg-Tite <br />by Ring-Ti}e Adaptor <br />Conc. Thrust Block- equired 1 Conc. Thrus <br />5� i� Jr11-5 ged or Flanged by 5E✓= 1�7= ITS <br />Tijls eeT Gate Valve. T'Y 15 steer <br />No. II Tee or Equal <br />NOTES: <br />In <br />I. Fire Hydrants shall be placed with `}/2 outlet facing <br />directly towards the street. <br />2. Fire Hydrants shall be clean and free of concrete. <br />3. Residential Fire Hydrant to be "Rich 950", Jame$ Jones <br />I � <br />J- 3765, or approved equal ( 2- q 9 I-'}/2tou}lets) <br />" Or other size as required by the local Fire District. <br />4 Pointed color as regpired by local Fire Districts. <br />FIRE HYDRANT <br />Break -Off Joint <br />�p CIVIL FN <br />r 8714 ' <br />\ dJ •., \ <br />WP�le��h n rlar�wnl�� �.��.x-7114 <br />W <br />THRUST <br />BLOCK <br />DIMENSIONS <br />I— <br />FITTINGS <br />I RA7B <br />FITTINGS <br />A <br />B <br />6" LINE <br />10" LINE <br />221/' <br />1'-6" <br />1'-6" <br />221 ' <br />3'-0" <br />2'-0" <br />45' <br />2' - ON <br />X- ON <br />45' <br />4": ON <br />3'- ON <br />90' <br />3- <br />-6 <br />90' <br />o <br />Q <br />TEE OUTLET <br />3 - 0 <br />2 --ON <br />TEE OUTLET <br />- <br />4 - <br />DEAD END <br />3 - 0 <br />-0 <br />DEAD END <br />4 -0 <br />- <br />4'ON <br />6 LINE <br />N1 <br />12 LINE <br />221/' <br />2'-O" <br />2'-0' <br />221/' <br />3'-O" <br />3'-O" <br />45' <br />3-0 <br />2-6 <br />45' <br />4-6 <br />4-0 <br />9 <br />4'-0" <br />- <br />' <br />'- <br />4'- " <br />TEE OUTLET <br />N-6 <br />3-0 <br />TEE OUTLET <br />5-6 <br />4-0 <br />DEAD END <br />S-6 <br />3 -0 <br />DEAD END 1 <br />5'-60 <br />4'-0" <br />IOTES- I. 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 valve of 1,000 pounds <br />per square fool. <br />e5 Rebar a top and <br />PERMANENT BLOW -OFF <br />THRUST BLOCK DETAILS <br />SWOON <br />1 <br />Cost Iron Cap <br />tapped 2" Std.. <br />2" Square Stool Volvo Nut <br />Asbestos Cement Pipe Koof <br />2" Standard Galy. Pipe <br />1 <br />Tomp backfill behind <br />blocking thoroughly. <br />A PLAN <br />Volvo Box, Frame and Lid, <br />Christy G-8 Traffic Valve Box or equal. <br />q o to p <br />•o.••o. .�°. •w� •.. Q. <br />2" Cap <br />Fasteners 2" GoW Nipple <br />2° Square Steel Valve Nut <br />-2" Golv. Street Elbow <br />t 2" Standard Gore Valve <br />4"x 4" <br />ELEVATION <br />SECTION A -A <br />TEMPORARY BLOW OFF <br />FOR NEW STREETS <br />Asphalt <br />Cast Iron Lid <br />g r ice <br />ottk-Droor machined <br />scorinsu <br />s" <br />Grade <br />\-FOR EXIST. STREETS <br />Concrete Bass to be <br />around Valve Box. <br />,r Concrete Base not <br />necessary when Volvo <br />Box is located in bock <br />M m of sidewalk. <br />NOTES: <br />I. Valve box and Lid shall be Christy No G 5, Brooks No.I R T or 4 -TT, or equal. <br />2. All Lids and Grade Rings shall have machined seating surfaces. <br />3. Extensions shall be as manufactured for the Volvo Box supplied or Pipe of correct <br />size can be used. <br />VALVE BOX <br />ErEmst. <br />Strut R/W <br />Ground _ Future <br />Motor Box kleler <br />e: <br />Bottomof Ditch ; <br />tilt any) <br />1 Connection <br />6 <br />f <br />r 36" Rebor with <br />Connection <br />Adapts 2 how clamps 12" apart <br />Cap0ation 24" Min. Cover below bottom <br />Stop of ditch (if any) <br />Service ' <br />Clamp (I' or larger <br />Double Strap) <br />NOTES <br />1. Plastic pipe up to IkC 1. D. service shall be ultra high molecular weight ( UHMW ) <br />Polyethylene as manufactured by "Driscopipe", "Orangeburg" or approved equal <br />with minimum pressure rating of 160 psi. <br />2. Plastic pipe for 2" 1. D. service shall be PB 2110 Polybutylene or approved <br />equal • with minimum pressure rating of 160 psi. <br />3. Corporation stop shall have corporation cock threads. <br />4. Angle stop sholl have swivel nut and lock wings. <br />5. Angle stop shall be vertically plumbed. <br />6. Size of service line shall be as required by the County . <br />7. Mueller Insto-cite connection shall conform to ASTM Designation D 2239. <br />WATER SERVICE <br />Variable 1' <br />"I 3 <br />D: <br />Valve Box, Frome and Lid tk �, 5E� D€j"All- TIilS 5}fP>:T <br />2' above grouWater Main Concrete Anchor Bloc6"e Pipe7RiAg-Tite <br />by Ring-Ti}e Adaptor <br />Conc. Thrust Block- equired 1 Conc. Thrus <br />5� i� Jr11-5 ged or Flanged by 5E✓= 1�7= ITS <br />Tijls eeT Gate Valve. T'Y 15 steer <br />No. II Tee or Equal <br />NOTES: <br />In <br />I. Fire Hydrants shall be placed with `}/2 outlet facing <br />directly towards the street. <br />2. Fire Hydrants shall be clean and free of concrete. <br />3. 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