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:y :a <br />.ri. 4' — 0" :Id <br />Di am. <br />A <br />g" 6" <br />5'- d' + <br />CMss 8 <br />Concrete A <br />ELEVATION <br />Cost Iran Frame And Cover <br />Rohr to lmproyemeet Standard No . D-S <br />Groove Filled With Mortar Before <br />Inotalling Cast Iron Frame And Cover <br />Protest Reinforced Concrete Grads <br />Adjustment Rings 2 , 3 , 4 ,1% 6" HIO <br />Prsced Reinforced Concrete Tapered <br />Section To Be In Accordance With Approved <br />Momftcturort Dimensions <br />All Joints Mortared . And Handed With <br />Mortar On Both interior And Exterior <br />Surfaces <br />Precast Reinforced Concrete Manhole Pipes, <br />ASTM Desig. C-478 Class X, As Required To <br />Obtain Proper Elevation 1, 2, 3. 9 4, Sections. <br />TYPICAL SANITARY. <br />SEWER MANdOLE <br />8 DIA. - 3 HOLES <br />"■ �4 - <br />PICK HOLE u I" <br />1 � <br />rim <br />/ I <br />A { x ' I '',yt A <br />I I u• <br />-# DIA._ <br />fa -� <br />�- -- 17 <br />SECTION B-8 <br />12"-, <br />—93„--- <br />4 <br />e L, <br />4 <br />SECTION A- A <br />USE P1V4V1 EV-704 A - 14Z <br />FQA ME *,� C,0VMV- OIZ EQUAL <br />FRAME COVER <br />(SANITARY SEWER -LAMP HOLE <br />Cost iron Frame and Cover - refer <br />, to Improvement Standard No. D-5 <br />Top of pavement grade <br />Precast reinforced concrete <br />grade adjustment rings <br />R <br />,i <br />4" B 6" sections <br />6„ <br />as required <br />=; <br />Precast reinforced ► <br />am. :•:, <br />Concrete cone. <br />All joints mortored and <br />bonded with mortar on <br />both interior and exterior <br />surfaces. <br />f <br />• <br />Precast reinforced manhole <br />t< <br />:; <br />o <br />n <br />pipes, Class D[, as required <br />p <br />4'- <br />0" l?lam. <br />toY] obtain proper elevation <br />iA <br />11, sections. <br />Fast <br />_ <br />If . <br />'•e. <br />h-- <br />Class "B" Concrete for to <br />base. Pre- cost base <br />may be used if <br />approved <br />by the Engineer. <br />ELEVATION <br />STORM • SEWER <br />MANHOLE <br />NOTE A f'-6" concrete cone may be used <br />if approved by the <br />Engineer. <br />I! D --- 3 WYLES <br />EQUALLY SPACED <br />pl till-P-OT©N A <br />F24-M E 4 CC <br />OIZ aG4UAL- <br />is " <br />TYPICAL T <br />SEWER MANHOLE <br />PLAS1 Vtr.R <br />SECTION A -A <br />STEEL BAR VENT-• OPTION <br />SECTION B-B SECTION C-C <br />NOTE - Frame and Cover shall be fully <br />machined to assure IttterchongeabilitY <br />and a close , quiet fit. <br />FRAME & COVER <br />(MAC) <br />E <br />go- O" <br />Expansion Joint (Typ. ) <br />I <br />_ NOTES: <br />I) Frame 9 Grate shall conform <br />F.L A to improvement Standard No. D-6 <br />I I 2) Two feet minimum below finished grade <br />a ! in now development. In existing streets, <br />may be less than 2' with the <br />approval of the Engineer. <br />3) 24" pipe barrel shall be Class lit RC.P <br />or Class X A.C.P. <br />From 9 Grate <br />SECTION A —A <br />STANDARD STORM <br />DRAIN INLET <br />?7�7►r77 7r <br />PLAN <br />�L <br />F[ ow <br />Qsf6.n .�'�ch <br />TYPICAL LAMPM LE INSTALLATION <br />TYPICAL. SANITARY SEWER DETAILS <br />5UF-5,MtTTEv 6`Y: <br />>2" f Boit <br />L Class " B" Concrete <br />SECTION B- 8 <br />� � �.,,, �+-, •sue �- <br />TYPICAL Y " OI T <br />SERVICE CONNECTION <br />A, 0 e a 1-4 r---) , N 0-1 E W.©. V-- F- k C- � tz, r 114 <br />COUNTY OF S A N J 0 A 0 U I N <br />DEPARTMENT OF PUBLIC W 0 R KS <br />APPROVED DATE <br />R.C.E. NO. <br />DIRE- CTO OF PUBLIC WORKS <br />APPROVED REVISION <br />DAT E'. <br />_ y <br />r <br />-0 <br />AN <br />Y <br />1■1 <br />W <br />.• <br />V <br />a <br />Q <br />Z <br />Z <br />Cr <br />O <br />LL <br />[� <br />T _ <br />J <br />W <br />a <br />W <br />`J <br />V <br />a <br />w <br />Z <br />Q <br />CI> <br />Cl) <br />� <br />Z <br />a <br />U <br />Q <br />Z <br />co <br />Q <br />. 00 <br />o <br />C r <br />elf' Cn <br />U 04 <br />N <br />i � Y <br />v iW <br />N N U <br />C Z -9 <br />a <br />Z <br />W it <br />CO Z z d <br />Z <br />ce) <br />LO N d <br />rn it <br />Q J Z <br />U W I Ui <br />Q �U J <br />U <br />W p <br />~ Ir � w <br />L a MU <br />M 0� <br />J <br />cyA <br />Q <br />tltli• r <br />w WW <br />C z <br />Cn Z z <br />W - oW <br />Z J <br />W a: U O <br />a 22 <br />AJ.I 2 VI <br />VZ J <br />o39 <br />U <br />a0) <br />rn <br />Im <br />130 <br />DATE <br />DEG�M er— 12- <br />DRAWN BY: <br />L. c- Sin tTi-t <br />CHECKED BY <br />JOB NO. <br />-79 -11 <br />SHEET <br />16 <br />OF 2 D SHEETS <br />