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22" <br />20" <br />19 <br />e" <br />ii Z MacMne 4-te <br />--------------0 PA U P1 P1 <br />A��Aor <br />Li u <br />.5 I Li <br />Li <br />� 1 <br />SECTION A -A <br />.. <br />>� <br />- —I NOTE Irving type grate may be <br />B used as alternate. <br />PLAN <br />r <br />is „ I <br />14 s" <br />9 1.. <br />n' <br />Ati -le — <br />I <br />mgr - <br />24° (1. D. Concrete PiPe) I <br />t�It�l1LEIZTOV.I A-4ZDS fff"` �Y <br />FPAMS 6 GeATE� SECTION B -B <br />ore- r-_auAE_ <br />FRAME & GRATE <br />(STANDARD STORM DRAIN INLET ) <br />z� <br />El <br />Backfill with materials equal to or <br />better than the existing pavement <br />in quality and thickness. <br />10-1 0. D. t0" <br />1;40x — x. <br />0. D.+ 20" Max. <br />UNDER PAVEMENT <br />AND SHOULDER <br />-Existing Pavement <br />Min. (Typ.) 60.1). <br />Compactto a minimumrelative compactionof 95Compact In 12Layersto a minimum �relative compoolonof 90%. <br />Compact in 6" layersSto a minimum <br />relative compaction Max. Max <br />Of 90 %. 0. D.+ 20" Max. <br />OUTSIDE SHOULDER <br />,a 24". 30", or 38" �rNo <br />- ST " <br />_iI MAIN loo <br />I- 3" <br />TYPICAL STREET SIGN <br />NOTE <br />I. One street sign is required <br />at each intersection. <br />2. Dimensions for block numbers <br />are for location of numbers <br />------ only. <br />MAIN=sT <br />Back of Sidewalk <br />or Back of Curb. <br />O <br />or <br />r- Street Sign � <br />Location !� <br />2� <br />Class "C ':1 1, N STREET SIGN POST <br />Concrete ,Ail, _ LOCATION DETAIL <br />TYPICAL STREET SIGN <br />INSTALLATION <br />STANDARD STREET <br />SIGN DETAILS <br />MJA <br />treat <br />Valve Box, From* and Lid, <br />Christy G-8 Traffic Volvo Box or equal. <br />Reflecter Slpt-Cabfarnla Highway <br />Code Type N Was M"KIS" with <br />"Wlvanked Red Reflective Shading le <br />tura. wadl.r.J % <br />IL <br />I et srd <br />Reflective symnotrKwgy <br />placed lift O. -C. <br />exS"select we" <br />Douglas Fa surfaced <br />four sides. <br />Rsfleotiw Sign -Calif. Hwy. <br />de <br />CoW31, 30" Size <br />Center 01 <br />6' <br />TYPE NAR <br />CENTER <br />WN6YS/ONS <br />,RtEFLECTOR <br />• <br />FOR <br />TYPE <br />A <br />BARRICADE <br />NOTES <br />Barricades to be as wide as street. <br />Barricades to be paWAW while using 2 <br />coat of "Exterior Atkyd Wain Hi -Gloss <br />Eramd" aver a oanlpotibie prism. <br />.tel I <br />A <br />QST /ki;W EIENO TEE OUTLET <br />6"se deme <br />structural grade <br />Rsdwoo" surfaced <br />few sides. <br />'a <br />N <br />I ; <br />I , <br />I , <br />;ND <br />1 <br />Sign -Calif <br />! i Nry Code <br />Sign- Calif Hwy <br />Code Type N. <br />BARRICADES FOR <br />TERMINATING STREETS <br />I' Tl'P/GdL SECT/LTV TH.HV <br />READ END TN•P'/ST �Li',i' <br />N / ,I// AYusi A060CAF _Q7 / d <br />sd// <br />1 mit s/ d✓x.G dGenms/oos wwr <br />ed&%#1WW b o//aw of so// dwv- <br />MW ws4vo df /" 4ft /div <br />r111Pr/S1_ 61L4vor <br />WN6YS/ONS <br />F/TT/NGS <br />• <br />2" Cop <br />6� L/NE <br />Qz <br />NOTES <br />� <br />UN <br />rn <br />.:.. <br />a <br />Concret* <br />2 OaW. Nipple <br />�• <br />--. <br />TEE LY/TLET <br />3'-O" <br />Z' -O'" <br />AEAD END <br />3'-O' <br />Z"- O" <br />B L/NE <br />I. Relative compaction of materials <br />shall be tested by the State of California, <br />U <br />A. <br />cumd Pipe - <br />" <br />2 Sq. Street Volvo Nut <br />W <br />Dept. of Public Works, Division <br />l <br />!f Z <br />3'-6" <br />_ _ <br />TEE 6t/TLET <br />3'- 6" <br />3' O' <br />AEAO ENO <br />3--6- <br />5, -0- <br />' -O'3' <br />IJ <br />" <br />2Galy. Street Ell <br />_ <br />Q <br />J, -0, <br />-O" <br />?0" <br />!3 <br />4"-0' <br />3 O" <br />fb" <br />5'- 6" <br />4'- O" <br />approved by the Director of Public Works. <br />J <br />"'' <br />2" Bronze Nipple - <br />\/� A P_ tZ E N <br />N OTE WA e E _ rz C E_ �'l <br />�1 <br />w <br />Cast Iron Pi IM 0... <br />16 <br />z. <br />D ) <br />Cast Iron Plug tapped 2° <br />TEE x/TLET <br />5' 6" <br />4'- <br />AERO ENO <br />5'-6' <br />4'- O' <br />TYPICAL TRENCH BACKFILL <br />ELEVATION <br />PERMANENT BLOW OFF <br />GATE d ' f //' '8/ <br />COUNTY OF SAN J 0 A Q U I N <br />DEPARTMENT OF PUBLIC WORKS <br />r <br />W <br />ca <br />0 <br />• <br />2" Cop <br />THRUST BLOCK DETAILS <br />Qz <br />NOTES <br />� <br />UN <br />rn <br />.:.. <br />a <br />Concret* <br />2 OaW. Nipple <br />�• <br />--. <br />J <br />W <br />Asbestos <br />Block <br />W <br />C <br />I. Relative compaction of materials <br />shall be tested by the State of California, <br />U <br />A. <br />cumd Pipe - <br />" <br />2 Sq. Street Volvo Nut <br />W <br />Dept. of Public Works, Division <br />of Highway, test method No. Calif. 216,1978 or 231, 1978. <br />I� <br />is .. <br />M <br />Cl) <br />Nd <br />2. All existing pavement shall be <br />3. No jetting or ponding shall be <br />neatly cut to line prior to trench excavation. <br />permitted within the street Right of Way. <br />D <br />IJ <br />" <br />2Galy. Street Ell <br />_ <br />Q <br />4, ''y When shown by soil composition <br />and compactibility, ninety percent (90 %) <br />Q <br />U <br />; -': <br />2" Bronze Gate Valve <br />��' LJ R� M I TT <br />compaction may be used, when <br />approved by the Director of Public Works. <br />J <br />"'' <br />2" Bronze Nipple - <br />\/� A P_ tZ E N <br />N OTE WA e E _ rz C E_ �'l <br />�1 <br />w <br />Cast Iron Pi IM 0... <br />16 <br />z. <br />D ) <br />Cast Iron Plug tapped 2° <br />w <br />W <br />CW <br />tz <br />Z <br />u <br />for to Improvement Standard No. F-3 for Size. <br />arc <br />i <br />TYPICAL TRENCH BACKFILL <br />ELEVATION <br />PERMANENT BLOW OFF <br />GATE d ' f //' '8/ <br />COUNTY OF SAN J 0 A Q U I N <br />DEPARTMENT OF PUBLIC WORKS <br />r <br />W <br />ca <br />0 <br />�— <br />U <br />Q <br />- <br />Qz <br />Z <br />� <br />UN <br />rn <br />O <br />�• <br />--. <br />J <br />W <br />a <br />W <br />C <br />QU <br />U <br />Ca:a <br />W <br />Z <br />I� <br />Zt <br />O <br />M <br />Cl) <br />Nd <br />IL <br />D <br />w <br />f� <br />Q <br />J <br />Z <br />L <br />Q <br />U <br />U <br />`— <br />W <br />H <br />Q <br />Q <br />z <br />J <br />0 <br /><2 <br />�1 <br />w <br />0 <br />a <br />16 <br />z. <br />D ) <br />w <br />W <br />CW <br />tz <br />Z <br />u <br />W <br />arc <br />i <br />~~K <br />0 <br />W <br />U)2 <br />0 W <br />w <br />LU <br />Z <br />w> <br />rcu <br />a <br />ai <br />C/)3 <br />uJ <br />U <br />i <br />tt• <br />� <br />i <br />V <br />z <br />J <br />Ow <br />U <br />3 <br />Q <br />at <br />at <br />m <br />W <br />ca <br />0 <br />�— <br />U <br />Q <br />- <br />Qz <br />Z <br />� <br />UN <br />rn <br />O <br />�• <br />--. <br />J <br />W <br />a <br />W <br />C <br />QU <br />U <br />Ca:a <br />W <br />Z <br />I� <br />Zt <br />O <br />M <br />Cl) <br />Nd <br />IL <br />D <br />w <br />f� <br />Q <br />J <br />Z <br />L <br />Q <br />U <br />U <br />`— <br />W <br />H <br />Q <br />Q <br />z <br />J <br />0 <br /><2 <br />N <br />Z <br />Q <br />J <br />CIL <br />0 <br />V <br />ca <br />0 <br />r� <br />� <br />UN <br />rn <br />L <br />--. <br />Y <br />U <br />=i <br />C <br />04 <br />0 <br />N <br />U <br />Ca:a <br />a, <br />Z=in <br />Zt <br />O <br />M <br />Cl) <br />Nd <br />IL <br />N <br />rn <br />w <br />f� <br />Q <br />J <br />U <br />2 <br />w <br />ui <br />Q <br /><V <br />J <br />U <br />�1 <br />w <br />0 <br />a <br />16 <br />z. <br />D ) <br />w <br />W <br />CW <br />tz <br />Z <br />u <br />W <br />arc <br />i <br />~~K <br />0 <br />W <br />U)2 <br />0 W <br />w <br />LU <br />Z <br />w> <br />rcu <br />a <br />ai <br />C/)3 <br />uJ <br />U <br />i <br />tt• <br />� <br />i <br />V <br />z <br />J <br />Ow <br />U <br />3 <br />Q <br />at <br />at <br />m <br />