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FOR ALL STREET <br />LOCATIONS <br />2" Asphalt Concret N f <br />Ad. or Sq. <br />"� Standard From* and <br />6 Cover Assembly <br />, <br />A. C. j <br />,. a ''v �: ,,. o• e <br />AP. C. C. <br />A. B. <br />" I I 6" s �' ^ • o <br />a e• a �eo .�3 1 0 c... , <br />C <br />sacar•xansc <br />Survey Monument <br />Undutwbed <br />Basement Sal fig x 30" Wren Pin With <br />Identification Maks <br />TYPICAL SECTION <br />I" Rased Letts <br />RR <br />SECTION A -A <br />SURVEY MONUMENT <br />FRAME 81 COVER ASSEMBLY <br />Cost icon Lid <br />�� RotIN- proff, mochinsd <br />uotng surfocs <br />Grade <br />LOCATIONS <br />Concrete Base to be <br />Extensions around Valve Box. <br />Concrete Base not <br />necessary when Valve <br />Box is located in back <br />m M of sidewalk. <br />NOTES: <br />I. Valve boa area Lid stroll be Christy No, G5, Brooks NoIRT of 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 />r <br />VALVE BOX <br />Cost Iron <br />THRUST BLOCK DETAILS <br />CAST IRON BEND <br />�# 450 Max, <br />•• I <br />.R <br />I' TYPICAL SECTION THRU <br />TEE OUTLET DEAD END THRUST BLOCK <br />THRUST <br />BLOCK <br />DIMENSIONS <br />S' <br />FITTINGS 7 <br />wA!B <br />B' 5' <br />FITTINGS <br />NAN <br />I ni' <br />6 LINE <br />LL <br />!2 <br />10" LINE <br />2 Block mimbsrs we to be acquired <br />> <br />22 1/ • <br />IN - 6" <br />1'- 6" <br />22 1/20 <br />3' - Cr <br />2,- 0" <br />450 <br />2-0" <br />2- OR <br />450 <br />4-0" <br />3'-0" <br />900 <br />3- <br />- 6 <br />900 <br />5- 6 <br />4-00 <br />TEE OUTLET <br />3 - 0 <br />2 - 0 <br />TEE OUTLET <br />4' - 0 <br />4 - <br />DEAD END <br />3 - <br />- 0 <br />DEAD END <br />4 - 0 <br />O <br />8 LINE <br />CL <br />U <br />120 LINE <br />1 <br />1 I <br />221/' <br />2'-o" <br />Edge of Pavement, <br />22 <br />3'-0" <br />3'-0" <br />450 <br />3-0 <br />2-6 <br />45• <br />4-6 <br />4-0 <br />90" <br />1_ ON <br />1_ • <br />TH T <br />OL <br />HNwy <br />1— ON <br />1_ OR <br />TEE OUTLET <br />V-6 <br />3- <br />TEE OUTLET <br />5. -6 - <br />-6 <br />DEAD <br />DEAD END <br />3 -6 <br />3 -0 <br />DEAD <br />NOTES' I. All thrust blocks shall be pawed <br />against uadistwbed wit and droll <br />be Class "B" Concrete. <br />2 Thrust block dimensions were <br />calculated to allow a soil <br />bearing wlue, of 1,000 pounds <br />per square foot. <br />THRUST BLOCK DETAILS <br />2" ID <br />• 24-, 30-, or 36 '•4� <br />Mr <br />fI <br />MAIN 100E N <br />z etl. <br />TYPICAL STREET SIGN <br />TYPICAL STREET SIGN <br />INSTALLATION <br />SIGN - STATE OF CALF H%%Y. <br />NixCODE "TYPE N -R" 24 X 24 <br />(REFLECTIVE RED BACKGROUND) <br />4"X4" REDWOOD POST <br />NOTES: <br />.Xe .YI <br />"Z01 <br />S' <br />I. One street sign is required <br />60• <br />B' 5' <br />12' <br />SIGN -STAT OF CALIF. <br />at sacn intersection., <br />12' <br />LL <br />!2 <br />DE(TYPE <br />2 Block mimbsrs we to be acquired <br />> <br />W <br />su <br />24 X 2 REFLECN-Y" <br />TIVE <br />from the San Joaquin Cady Deport' <br />Q <br />m <br />YELLOW BACKGROUND) <br />meet of PWw*q and Building Inpeallon. <br />D <br />a Sss improvement place for location <br />UNI <br />LIJ <br />IIx <br />of STOP signs, wh.n required. <br />�,�•L <br />Q <br />m TYPE N - R rt <br />W <br />4 The length of the all sign Miss <br />}: T <br />J <br />due to the length of the :Moet <br />O <br />J <br />CL <br />U <br />name. <br />1 <br />1 I <br />U <br />4'X4' REDWOOD POS' <br />Edge of Pavement, <br />1 <br />E,N <br />r <br />G <br />Back of Sidewalk <br />I <br />of Curb. <br />lige-cellf <br />TH T <br />OL <br />HNwy <br />Cods <br />t ' STREETMal <br />° I I <br />SIGN -STATE OF CNIU RIF <br />\ <br />HWY CODE W53 (24 X24") <br />4or <br />f <br />AS REQUIRED BY <br />PUBLIC WORKS DEPT. <br />Stmd <br />TzlOR <br />ign locatio <br />lige-CeHf Hwy <br />cede Type NR <br />? <br />STANDARD STREET <br />SIGN DETAILS <br />STREET SIGN POST <br />LOCATION DETAIL <br />N <br />Gist. Wand ._ <br />Bottom of IXtoh /�--� <br />(it any) <br />talo En a/ <br />1 Connection <br />N <br />dapta <br />Cooneerion 0 <br />Anion . <br />1 <br />Corpaonon 24" Min. Cover brow baton <br />S= of ditch (if any) <br />SIGN -STATE OF CALIF. <br />HWY. CODE W56 (2$X48") <br />n <br />"TYPE N=Y" <br />SIGNS TO BE PLACED IN STRICT <br />CONFORMANCE WITH DIMENSIONS <br />SHOWN ON DEVIATION <br />MUST BE <br />DIRECTOR OF PUBLIC WORKS. <br />REDWOOD <br />•r. <br />TYPC " TYPICAL SIGN <br />: <br />TRAFFICWARRICADE <br />NOTE <br />DirectorL Amy dovictloss from the standard locations shall be approved by the <br />2 This standard alkali apply to new developments. <br />&Ftoochiee Utilities "I Iftchislis Is' 11 - , gas, electrical, television table, sto. <br />4. Water Line and So%fty Sower shelf be loosted within area *X'es shown. <br />5, Area worked V Is vorl" and way be ased! a on afterneft for Storm Sweet N approved by the <br />,. <br />Director of Pubille Works.77 <br />6!6! Idle til <br />00 <br />.•:.•.• <br />:!': •` <br />NP': INN <br />S*rvICe <br />Clmtlp (I or lager <br />Double strap) <br />NOTES �5r�ffff�r�rf� <br />I. Plastic pipe up to I;iV I. D. service shall be ultra high molecular weight (UHMW) 'T— <br />Polyethylene as manufactured by "Driscopips", "Orangeburg" or approved equal )! 1e <br />with minimum pressure rating of 160 psi, - <br />2. Plastic pipe for 2" I. D. service shall be PS 2110 Polybutylene or approved _ - - -•' - equal with minimum pressure rating of 160 psi. <br />3. Corporation stop 11111011 have corporation cock threads. �ffj�/5�lrJl55 <br />4. Angie stop shall have swivel nut and lock wings. <br />5. Angie stop shall be vertically plumbed. <br />6. Size of service line shall <br />t <br />RIGID CONDUIT <br />- Compact N 12" max by <br />to a min. relative oomph <br />of 95%inndw povema <br />shoulders, and 90% <br />out" shoulders. <br />Comport is 2emal.1w <br />to a mlaimwn <br />relative compaction <br />Of 85 %. <br />Compact in 6" layers <br />to o minimum <br />relative compaction <br />of 90%. <br />FLEXIBLE CONDUIT <br />T. Mueller InstO-111111 connection $11all conform to ASTM Designation D 2"g. DW. of Transportation Testing Manuel, test method No. California 216 or 231. <br />:•:: <br />•...; :.2. AN existing pavement shoill be neatly cut to One prior to trench excavation. <br />& %Wlfing or I 1i wig be perabilled wilhim the wheel Right of Way with 3 year bond. <br />4* When shown by wall composition and compocrIlbility, ninety percent (90%) <br />WATER SERVICE compaclivin may be used, when approved by the Director al Pubilic Works. <br />•� • •, • <br />..; ; •.•.TYPICAL TRENCH BACKFILL <br />R/w <br />.Xe .YI <br />"Z01 <br />S' <br />24' <br />60• <br />B' 5' <br />12' <br />50' <br />4' 5' <br />12' <br />UNDERGROUND UTILITIES <br />LOCATIONS <br />AT NEW DEVELOPMENTS _ <br />Location 41 — 17 <br />Location *2 — 48 <br />Location 1*3 — 18 <br />"R" VALUE "J-E.STS <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Approved By: <br />Henry M. Hirato, RCE 21 258 <br />Director of Public Works <br />Date <br />REVISIONS I DATE <br />�u W <br />Q <br />O <br />W <br />a <br />3 <br />F- <br />N <br />A-1co 1` <br />in <br />LL 2 <br />~ O <br />W Z <br />q Z W <br />Q Z <br />W <br />M <br />tni <br />C9 <br />N <br />I <br />M <br />a <br />O <br />N <br />m <br />cc <br />cc <br />W o <br />C <br />LU <br />Z � <br />Z <br />W <br />N <br />J � <br />rn <br />V a <br />U <br />I C <br />Pat' 0 <br />Ae <br />0 <br />� ern <br />16 <br />C <br />Isov 0 <br />111 p <br />W � C <br />=a <br />c <br />W � a <br />W IL <br />SCALE: None <br />DRAWN: NML <br />CHECKED: EFS <br />JOB <br />SHEET / <br />1 OF • <br />3 <br />Z <br />_ <br />O <br />Q <br />LL <br />!2 <br />INN - <br />> <br />W <br />0 <br />Z <br />0 <br />0 <br />Q <br />m <br />ale <br />D <br />F.. <br />UNI <br />LIJ <br />IIx <br />W <br />Q <br />W <br />Q <br />J <br />Cr <br />O <br />J <br />CL <br />U <br />W <br />�1Z <br />U <br />- <br />a <br />(n <br />G <br />SCALE: None <br />DRAWN: NML <br />CHECKED: EFS <br />JOB <br />SHEET / <br />1 OF • <br />3 <br />