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2'-0' <br />Expansion Joint (Typ. ) <br />B-II" -1 <br />NOTES: <br />1) Frame M Grate °JPS <br />A 7n15 MEET <br />2) Two feet minkrtum below finished grade <br />in now development. In existing streets, <br />may be less !hon 2' with the <br />caprovol of the Engineer. <br />3) 24' pipe barrel shah be Close ]II R.C.P <br />or Class X A.C.P. <br />SECTION A -A <br />d' <br />Diem. <br />4' = <br />STANDARD STORM <br />DRAIN INLET <br />Bolt <br />to <br />SECTION B-8 <br />Cast Iron Frame And Cover <br />5tE P*A l[. 'fii SNEET <br />Groove Filled With Mortar Before <br />Installing Cast Iron Frame And Cover <br />Precast Reinforced Concrete Grade <br />Adjustment Rings 2",3",4`1 6" High <br />Precast Reinforced Concrete Tapered <br />Section To Be In Accordance With Approved <br />Manufacturer's Dimensions <br />All Joints Mortared .And Bonded Nth <br />.Mortar On Both Interior And Exterior <br />Surfaces <br />Precast Reinforced Concrete Manhole Pipes, <br />ASTM Desig. C -4T8 Class M. As Required To <br />Obtain Roper Elevation 1, 2, 3, B 4, Sections. <br />Clois "I <br />Concrete <br />5'-d'-4 SECTION A -A <br />A <br />ELEVATION <br />e NOTE A 1'-6" concrete cone may be used If approved by the Engineer. <br />TYPICAL SANITARY <br />SEWER MANHOLE <br />i <br />8 <br />PLAN <br />X 2" <br />I. Both <br />SECTION A -A <br />NOTES1 I. Irving type grate may be <br />used os alternate. <br />2 Grate sholl be fastened to frame <br />with IB"xim Mot -treated chain. <br />SECTION B -B <br />FRAME a GRATE <br />JSTANDARD STORM DRAIN INLET ) <br />4S" �7/Berx1 <br />Sanitary Sewer <br />Main <br />TYPICAL "Y" JOINT <br />SERVICE CONNECTION <br />Existing Pavement <br />Or Ground <br />6" or 8" 1. D. Pipe, <br />1"0 x 6" Bolts <br />21-01 <br />F* RN tA�44' <br />Iron Frame and Cover <br />DETAIL TH15 5flUT <br />^. �• q . /! .. 6" Poured - In-� • \ :•: a <br />�� --�' -•- - - - - Place Concret <br />�_ . • �'': _ Blocks (Class <br />'B" Concrete) <br />e <br />Batton Of Trench <br />TYPICAL LAMPHOLE INSTALLATION <br />TYPICAL SANITARY <br />SEWER DETAILS <br />Top of pavement <br />grade <br />�L <br />Precast reinforced concrete <br />grade adjustment rings <br />U <br />2", 3", 4" 9 6" sections <br />� <br />as required <br />Z <br />Precast reinforced <br />concrete cone. <br />' <br />I1sswinnowns <br />�� <br />Ah joints mortared and <br />— �It <br />bonded with mortar on <br />J <br />W <br />It <br />NOTES: <br />1) Frame M Grate °JPS <br />A 7n15 MEET <br />2) Two feet minkrtum below finished grade <br />in now development. In existing streets, <br />may be less !hon 2' with the <br />caprovol of the Engineer. <br />3) 24' pipe barrel shah be Close ]II R.C.P <br />or Class X A.C.P. <br />SECTION A -A <br />d' <br />Diem. <br />4' = <br />STANDARD STORM <br />DRAIN INLET <br />Bolt <br />to <br />SECTION B-8 <br />Cast Iron Frame And Cover <br />5tE P*A l[. 'fii SNEET <br />Groove Filled With Mortar Before <br />Installing Cast Iron Frame And Cover <br />Precast Reinforced Concrete Grade <br />Adjustment Rings 2",3",4`1 6" High <br />Precast Reinforced Concrete Tapered <br />Section To Be In Accordance With Approved <br />Manufacturer's Dimensions <br />All Joints Mortared .And Bonded Nth <br />.Mortar On Both Interior And Exterior <br />Surfaces <br />Precast Reinforced Concrete Manhole Pipes, <br />ASTM Desig. C -4T8 Class M. As Required To <br />Obtain Roper Elevation 1, 2, 3, B 4, Sections. <br />Clois "I <br />Concrete <br />5'-d'-4 SECTION A -A <br />A <br />ELEVATION <br />e NOTE A 1'-6" concrete cone may be used If approved by the Engineer. <br />TYPICAL SANITARY <br />SEWER MANHOLE <br />i <br />8 <br />PLAN <br />X 2" <br />I. Both <br />SECTION A -A <br />NOTES1 I. Irving type grate may be <br />used os alternate. <br />2 Grate sholl be fastened to frame <br />with IB"xim Mot -treated chain. <br />SECTION B -B <br />FRAME a GRATE <br />JSTANDARD STORM DRAIN INLET ) <br />4S" �7/Berx1 <br />Sanitary Sewer <br />Main <br />TYPICAL "Y" JOINT <br />SERVICE CONNECTION <br />Existing Pavement <br />Or Ground <br />6" or 8" 1. D. Pipe, <br />1"0 x 6" Bolts <br />21-01 <br />F* RN tA�44' <br />Iron Frame and Cover <br />DETAIL TH15 5flUT <br />^. �• q . /! .. 6" Poured - In-� • \ :•: a <br />�� --�' -•- - - - - Place Concret <br />�_ . • �'': _ Blocks (Class <br />'B" Concrete) <br />e <br />Batton Of Trench <br />TYPICAL LAMPHOLE INSTALLATION <br />TYPICAL SANITARY <br />SEWER DETAILS <br />Top of pavement <br />grade <br />�L <br />Precast reinforced concrete <br />grade adjustment rings <br />U <br />2", 3", 4" 9 6" sections <br />� <br />as required <br />Z <br />Precast reinforced <br />concrete cone. <br />' <br />L <br />Ah joints mortared and <br />bonded with mortar on <br />J <br />W <br />both in and exterior <br />'•. <br />c <br />surfaces. <br />Precast reinforced manhole <br />pipes, Class ➢I, as required <br />Q <br />U <br />° <br />4' - <br />to obtain proper elevation,° <br />Z <br />Cost iron Frame and Cover <br />/ 51fEET <br />I, 2, 3, B 4 sections. Lowest: <br />•;: FL ;y <br />1 <br />1 � <br />4 'I Class ' B" Concrete for �- <br />base. Pre- cost base <br />may be used if approved <br />by the Engineer_ <br />ELEVATION <br />STORM SEWER MANHOLE <br />NOTE A 1'- 6" concrete cone may be used if approved by the Engineer. <br />"• I4"— <br />PICK HOLE <br />e I. <br />A <br />7" <br />TYPICAL STORM <br />SEWER MANHOLE <br />9 DIA.-314OLES <br />B � / <br />B <br />n" — <br />A <br />SECTION B -B <br />— 12•• -to' <br />I <br />SECTION A -A <br />FRAME 8t COVER <br />(SANITARY SEWER LAMPHOLE) <br />e <br />o° 0 O <br />o ^^ PICK HOLE <br />EQUALLY SP�CEaLES A O oO ✓ A <br />--- <br />I r - <br />I I <br />II <br />I <br />III <br />I I <br />11( <br />--I'x IT PICK HOLE <br />PLAN VIEW <br />- <br />a J- <br />zs"-- -- <br />SECTION A -A <br />STEEL BAR VENT- OPT I I"I" <br />so' T <br />Bt 1 <br />SECTION B -B SECTION C -C <br />NOTE- Frame and Cover shall be <br />machined to assure interchangeability <br />and a close,quist fit. <br />FRAME a COVER <br />(MANHOLE) <br />r1 a <br />S / <br />5u 3M!T ;=i2 ?�Y w/,tzR�N n NI WP�Kr G -L - <br />P/6\77! dA/ 0e <br />r <br />Q <br />F- <br />U <br />Z <br />� <br />Q <br />Z <br />O <br />L <br />-J <br />J <br />W <br />U <br />c <br />J <br />W <br />Q <br />Q <br />U <br />J <br />Z <br />o <br />N�LI <br />1.1.. <br />Q <br />< <br />Q <br />v' <br />D <br />Q <br />' ^ <br />V / <br />F - <br />z <br />a <br />_ <br />U <br />LLl <br />I- <br />Q <br />Z <br />Q <br />W <br />Q <br />F- <br />U <br />Z <br />Q <br />Z <br />O <br />L <br />-J <br />J <br />W <br />U <br />c <br />J <br />W <br />Q <br />Q <br />U <br />J <br />Z <br />o <br />N�LI <br />1.1.. <br />Q <br />< <br />Q <br />v' <br />D <br />Q <br />' ^ <br />V / <br />F - <br />z <br />a <br />_ <br />U <br />LLl <br />I- <br />Q <br />Z <br />Q <br />�� C) <br />C) <br />M <br />N <br />0) <br />a <br />U <br />Q <br />U <br />W <br />H <br />Q <br />C <br />LU <br />F <br />C <br />W U) <br />W <br />W <br />H <br />cc <br />W <br />1- <br />z Z <br />w <br />U <br />N 3 <br />Q rn <br />rn <br />rn <br />