Laserfiche WebLink
r <br />THRUST BLOCK DETAILS <br />CAST IRON BEND <br />450 Max, <br />r •' <br />.p I' Min. --i <br />II� TYPICAL SECTION THRU <br />TEE OUTLET DEAD END THRUST BLOCK <br />• 5 Rebar E top and <br />PERMANENT BLOW -OFF <br />IOTES, 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 />beonng value of 1,000 pounds <br />per square foot. <br />THRUST BLOCK DETAILS <br />57REEl <br />E.P. Ground <br />More <br />I 4' <br />Exist. <br />Mora Box <br />\\ Bottern of Ditch <br />\ (if any) i 7, <br />angle <br />METER Ia 9E /N5'VZZ20 <br />-MF;eR CODER REQU/RED <br />r�"� x 36" Rebar with <br />6Cod <br />mrchonAapter 2 how clomps 12" apart <br />i ion 24" Min. Cover below bottom <br />top of ditch (if any) <br />Service" - ' <br />Clomp (I or larger <br />Double Strap) <br />NOTES, <br />1. Plastic pipe up to Ile" 1. D. service shall be ultra high molecular weight 1 UHMW ) <br />Polyethylene as manufactured by "Driscopips", "Orangeburg" or approved equal <br />with minimum pressure rating of 160 psi. <br />2. Plastic pipe for 2" I.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 shall 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 />T Mueller Insta-1114 oonnectlon shall conform to ASTM Designation D 2239. <br />A <br />WATER SERVICE <br />War <br />Conc. T1 <br />Refer to <br />Standar <br />FOR NEW STREETS <br />Asphalt <br />Extensions <br />-Cast Iron Lid <br />Mottle- proof machined <br />seating sur ace <br />14 fi <br />L" Tye. <br />-Finished Grade <br />. 01 <br />:I <br />FOR EXIST. STREETS <br />Concrete Base to be <br />around Valve Boz. <br />t <br />Concrete Base not <br />F ' necessary when Valve <br />Box is located in back <br />M M of sidewalk. <br />NOTES: <br />1. Valve box and Lid shall be Christy Na 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 Valve Box supplied or Pipe of correct <br />size can be used. <br />VALVE BOX <br />3 <br />41 <br />Variable <br />I <br />r <br />I ' <br />I I <br />Volvo Boz, Frame end Lid n <br />o Improvement Standard No. E-2 90 <br />2" above grairtd line <br />Concrete Anchor <br />y 6"r Pipe <br />by Rite -Tito Adaptor <br />Iquired ) <br />hod or Flanged by <br />is Gote Volvo. <br />.so. II Too or Equal. <br />Conc. Thrust Block- <br />Refer to Improvement <br />St;lyd No. E-3. <br />NOTES' <br />I. Fire Hydrants shall be placed with #4" outlet facing <br />directly towards the street, <br />2 Fire Hydrants shall be clean and free of concrete. <br />3. Fin Hydrants to be Long Beach 615 or James Jones J-4060 <br />or approved eaual (2-2'/2" 4 1-4142" outlets). <br />Or other site as reg0ted by the local Fire District. <br />4 All Nyo this shall be pointed OSHA so" yellow or as <br />Nivind by oral Pb olettrlat. <br />FIRE HYDRANT <br />B(ook-Off Jaw <br />A <br />PLAN VIEW <br />22 }" <br />SECTION A -A <br />NOTE' Grate shall be fastened to frame <br />with 18"x4" heat-treated chain. <br />FRAME a GRATE <br />( 18" STORM DRAIN INLET) <br />PLAN VIEW <br />See Notal <br />NOTES' <br />1) Frame and Grate shall conform <br />to Improvement Standard No. D-7. <br />(;MOWN ABOVE) <br />—Mortar <br />Grade Rin <br />Class"B" Concrete <br />SECTION A -A <br />I8" STORM <br />DRAFT <br />SECTION B -B <br />THRUST <br />BLOCK <br />DIMENSIONS <br />better than <br />the existing pavement <br />FITTINGS <br />A <br />8 <br />FITTINGS <br />A <br />- <br />me <br />6" LINE <br />10" LINE <br />22 1/2" <br />I' - 6" <br />11- 6" <br />22 1/2* <br />3' - 0" <br />2- 0" <br />450 <br />2'-0 <br />2-0 <br />450 <br />4'-0" <br />3'-0 <br />90* <br />3-0 <br />2-6 <br />900 <br />5'-6 <br />4-0 <br />TEE OUTLET <br />3- 0 <br />2- 0 <br />TEE OUTLET <br />4- 0 <br />4- 0 <br />DEAD END <br />T- 0 <br />2- 0 <br />DEAD END <br />4- 0 <br />4- ON- <br />8' LINE <br />— - <br />12w LINE <br />22 1/ ' <br />2'-0" <br />2'-0" 1 <br />22 1/2* <br />3'-0" <br />3'-0" <br />450 <br />3'- On <br />2-6 <br />450 <br />476 <br />4-0 <br />9 0 <br />41 -Op <br />_ p <br />p <br />- p <br />41 - <br />TEE OUTLET <br />3'-6 <br />3-0 <br />TEE OUTLET <br />5-6 <br />4-0 <br />DEAD END <br />3 -6 <br />3'-0- <br />DEAD END <br />5 -6 <br />1 4 -0 <br />• 5 Rebar E top and <br />PERMANENT BLOW -OFF <br />IOTES, 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 />beonng value of 1,000 pounds <br />per square foot. <br />THRUST BLOCK DETAILS <br />57REEl <br />E.P. Ground <br />More <br />I 4' <br />Exist. <br />Mora Box <br />\\ Bottern of Ditch <br />\ (if any) i 7, <br />angle <br />METER Ia 9E /N5'VZZ20 <br />-MF;eR CODER REQU/RED <br />r�"� x 36" Rebar with <br />6Cod <br />mrchonAapter 2 how clomps 12" apart <br />i ion 24" Min. Cover below bottom <br />top of ditch (if any) <br />Service" - ' <br />Clomp (I or larger <br />Double Strap) <br />NOTES, <br />1. Plastic pipe up to Ile" 1. D. service shall be ultra high molecular weight 1 UHMW ) <br />Polyethylene as manufactured by "Driscopips", "Orangeburg" or approved equal <br />with minimum pressure rating of 160 psi. <br />2. Plastic pipe for 2" I.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 shall 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 />T Mueller Insta-1114 oonnectlon shall conform to ASTM Designation D 2239. <br />A <br />WATER SERVICE <br />War <br />Conc. T1 <br />Refer to <br />Standar <br />FOR NEW STREETS <br />Asphalt <br />Extensions <br />-Cast Iron Lid <br />Mottle- proof machined <br />seating sur ace <br />14 fi <br />L" Tye. <br />-Finished Grade <br />. 01 <br />:I <br />FOR EXIST. STREETS <br />Concrete Base to be <br />around Valve Boz. <br />t <br />Concrete Base not <br />F ' necessary when Valve <br />Box is located in back <br />M M of sidewalk. <br />NOTES: <br />1. Valve box and Lid shall be Christy Na 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 Valve Box supplied or Pipe of correct <br />size can be used. <br />VALVE BOX <br />3 <br />41 <br />Variable <br />I <br />r <br />I ' <br />I I <br />Volvo Boz, Frame end Lid n <br />o Improvement Standard No. E-2 90 <br />2" above grairtd line <br />Concrete Anchor <br />y 6"r Pipe <br />by Rite -Tito Adaptor <br />Iquired ) <br />hod or Flanged by <br />is Gote Volvo. <br />.so. II Too or Equal. <br />Conc. Thrust Block- <br />Refer to Improvement <br />St;lyd No. E-3. <br />NOTES' <br />I. Fire Hydrants shall be placed with #4" outlet facing <br />directly towards the street, <br />2 Fire Hydrants shall be clean and free of concrete. <br />3. Fin Hydrants to be Long Beach 615 or James Jones J-4060 <br />or approved eaual (2-2'/2" 4 1-4142" outlets). <br />Or other site as reg0ted by the local Fire District. <br />4 All Nyo this shall be pointed OSHA so" yellow or as <br />Nivind by oral Pb olettrlat. <br />FIRE HYDRANT <br />B(ook-Off Jaw <br />A <br />PLAN VIEW <br />22 }" <br />SECTION A -A <br />NOTE' Grate shall be fastened to frame <br />with 18"x4" heat-treated chain. <br />FRAME a GRATE <br />( 18" STORM DRAIN INLET) <br />PLAN VIEW <br />See Notal <br />NOTES' <br />1) Frame and Grate shall conform <br />to Improvement Standard No. D-7. <br />(;MOWN ABOVE) <br />—Mortar <br />Grade Rin <br />Class"B" Concrete <br />SECTION A -A <br />I8" STORM <br />DRAFT <br />SECTION B -B <br />UNDER PAVEMENT <br />AND SHOULDER <br />OUTSIDE SHOULDER <br />NOTES: <br />I. Relative compaction of materials shall be tested by the State of California, <br />Dept. of Transportation Testing Manual, test method No. California 216 or 231. <br />2. All existing pavement shall be neatly cut to line prior to trench excavation. <br />3. No jetting 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 />i <br />'•MB"golwnited <br />bolts 6 washers <br />I I <br />I <br />Reflector Sign-Cakfarnlo Holiway <br />Code Type NR Sire IB"x IB"-, <br />`Reflectors symmetrically <br />placed 12's o. -G <br />2"x6" select grade <br />Douglas Fe surfaced <br />tow sides. <br />Reflective Sign -calif. Hwy. <br />Code W31, 30" Sue' <br />Center or �---•--'- <br />6' <br />4 <br />•1 i <br />1 <br />I •� <br />a <br />6"xe don" <br />structural grade <br />Reduced, treated <br />tYmlock or treated <br />Douglas Fir surfaced <br />four sides. <br />TYPE "A" <br />CENTER REFLECTOR <br />FOR TYPE "A" BARRICADE <br />NOTEg: <br />I. Barricades to be as wide as *beet A/W <br />z Barricades to be potMed while using 2 <br />coats of "Exterior Alkyd Resin Hi -Gose <br />Enamel" aver a oompotlble printer. <br />BARRICADES FOR <br />TERMINATING STREETS <br />5N <br />IL <br />140. DATE REVISIONS BY DESIGN SE/d DRAWN BY B A U M B A C H � P I A Z Z A SHEET V OF 4 <br />DETAIL SHEET A C AMPO UI L LACE �./ <br />,r' � SUgVEYORSEEgS Joe No. ggi07-2 <br />APPROVED BY 323 W. ELM ST. LODI CALIF. SUQD/ViS/ON IMPROVEMENTS FILE G_q 54 <br />R.C.E. �27G6 DATE ��-�%' 90 98240 PM: 209-368-66'18 NO. <br />Backfill with <br />materials equal to or <br />better than <br />the existing pavement <br />in quality <br />and thickness. <br />-Existing Pavement <br />. - <br />p• <br />Z' <br />6 Compact In 12" mox. laws - - =- -- <br />-M <br />re <br />to a min. relative compaction <br />(Typ.) <br />of 95%*under pavement and — <br />attouiders, and 90% — -- - <br />- —_— <br />outside shoulders. — —_— — <br />— <br />— - <br />g <br />Compact in 24"max.layers <br />— to o minimum <br />O• <br />— relative compaction O' <br />o� <br />Compact in 6" layers <br />I 0. D. <br />to a minimum <br />10' <br />„ <br />10 0. D. I( <br />(..10' - -- <br />Max. relative compaction <br />Max. --- M <br />(Max. <br />O. D.+ 20" <br />Max. of 90 %. <br />0. D.+ 20" Max. <br />UNDER PAVEMENT <br />AND SHOULDER <br />OUTSIDE SHOULDER <br />NOTES: <br />I. Relative compaction of materials shall be tested by the State of California, <br />Dept. of Transportation Testing Manual, test method No. California 216 or 231. <br />2. All existing pavement shall be neatly cut to line prior to trench excavation. <br />3. No jetting 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 />i <br />'•MB"golwnited <br />bolts 6 washers <br />I I <br />I <br />Reflector Sign-Cakfarnlo Holiway <br />Code Type NR Sire IB"x IB"-, <br />`Reflectors symmetrically <br />placed 12's o. -G <br />2"x6" select grade <br />Douglas Fe surfaced <br />tow sides. <br />Reflective Sign -calif. Hwy. <br />Code W31, 30" Sue' <br />Center or �---•--'- <br />6' <br />4 <br />•1 i <br />1 <br />I •� <br />a <br />6"xe don" <br />structural grade <br />Reduced, treated <br />tYmlock or treated <br />Douglas Fir surfaced <br />four sides. <br />TYPE "A" <br />CENTER REFLECTOR <br />FOR TYPE "A" BARRICADE <br />NOTEg: <br />I. Barricades to be as wide as *beet A/W <br />z Barricades to be potMed while using 2 <br />coats of "Exterior Alkyd Resin Hi -Gose <br />Enamel" aver a oompotlble printer. <br />BARRICADES FOR <br />TERMINATING STREETS <br />5N <br />IL <br />140. DATE REVISIONS BY DESIGN SE/d DRAWN BY B A U M B A C H � P I A Z Z A SHEET V OF 4 <br />DETAIL SHEET A C AMPO UI L LACE �./ <br />,r' � SUgVEYORSEEgS Joe No. ggi07-2 <br />APPROVED BY 323 W. ELM ST. LODI CALIF. SUQD/ViS/ON IMPROVEMENTS FILE G_q 54 <br />R.C.E. �27G6 DATE ��-�%' 90 98240 PM: 209-368-66'18 NO. <br />