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�c <br /> MANHOLE A&M C4911ER3- <br /> Cost Iron Amine ono' Cover •S -, 0" Conc Sidervo/,k <br /> 2 6,•— ••I ,r- <br /> Pinkerton /Ila 4/63 41r Eouo/ 60th Q 411' Curb <br /> Precast reinforced concrete Gutter F/ow/ihe <br /> Spode od ustrnent rings 2; 3" _ /�Z" Curb <br /> 9 R�W <br /> 4 or 6 hi h 'c: ' a.. <br /> v a <br /> Precast rero.P ' f f ° ° rasion u'oint T , <br /> a int'oreed 9s�+ 2'- D" ��• Ex <br /> I <br /> ECR <br /> All Maw& mortoreo' and <br /> i <br /> bonded w11h lnortor on <br /> both inferior orad exteriorLiu <br /> —'{ /12 with 1 /16 <br /> 4' I <br /> 0.5' I �to,(srrnce <br /> a.•c: <br /> recast rein arced monho,(n p. FRAME �' GRATE .:_ ��,.:�.b' �• ��•a:.• �:'�'• . <br /> � <br /> •°. 4 —Pipes, ASTM De-rip? �..: o' ..,o •a a d a. <br /> g; o PinKerton No. 4- /3C or Equo/ ; ' 'P; <br /> J /2 Rod. 112"wi,* <br /> C - 478, OS reBuired to pp' •a e° � \ , ` . " <br /> � obtain proper elevation :an Lowest �?a 0 <br /> or 4' sectionsubi f. L. 'o <br /> Grote £leu. See Lip Oetoi/ folerence <br /> X a °`' L/P OETA/L <br /> J r4:r; .; 4 �2�� <br /> C3rout Co//ar ' ?: <br /> �Opfiona/f a o <br /> • 'o„ „ NOTES. <br /> Curved Conc. /B R. C. P, C/41st Zr <br /> �•— / - 0 —•� 4" Blocks p, /. Romps sho// Ar eonstruc*d with a heovy broom t'ioish wi* the <br /> C/. C" Concrete slope ml the romp. <br /> o.. ap'.: vi o<?,d ' 4 '; .o a•• :;�9 2. Maximum side sloe l•'6 p <br /> .y,pt:o;vop :o.: .a co •"P: 41'41;. a .e=., co ;,,• . Moxi/num romp slope / /0 <br /> Coss "B" Concrete �— <br /> 3 Payment to he mc/"o'ed iri unit Cast ce Clam "B"Omv. <br /> cuevEa CONCRETE WHEEL CHAIR RAMP <br /> &00( OETA/L <br /> i <br /> SECT/ON 0-D <br /> s <br /> TYPICAL STORM SEWER MANHOLE <br /> ,STORM ORA/N INLET <br /> Limits ml' Work <br /> 11N <br /> 4 3/B C.bss B Coitc. <br /> �S/(/ X U Dowel <br /> Premo/dea' do/,t filler <br /> ..D"?i°:,. ::O tc:a Vic:}r••p•p�. ; <br /> EXPANSION i/0/NT Y ------------- , <br /> g fond Cushion <br /> 7' 0" ►nV <br /> 4.0'Min. Side walk /2" 2¢" <br /> Sat't Brush Broom) Finish I 19/6 Ate `Refurns /N Leve/ Line 11�" �/�4" <br /> C •.�./AN1:' . a...b;i). ,,.,..,..-0: e: � .-a�III <br /> ° /°�7T. .�,D'.'9;. d�.Q:oi• • D.41.41, O:D�D. b'::':.0•:D.'•?•'.b:,o..:c?d.:v`.*, .n`F .'.r•... �. . •. <br /> (� I , ore..o,Oe:D: t.Q.�9..'="O''.• } <br /> :e;.,,.e'. :C;.D:.D• .D.o;, ;p.:D,;' .0 ' ::I• :o'• e.e: :D' 'b': �� <br /> Drb;Y1: ��' ,:D. . • � .'..o:a'.: �. " �.�� .°,b.t"�:�'. CLASS �B CONCRETE DRIVEWAYS . <br /> .O:D: �D'• .,p`;0.'...• •. .� `w .. .... .� ..,..oy.• 00 :'0.: " :. 40.•' ! <br /> 6 �-- <br /> 1211 WEAKENED PLANE JOINT <br /> Limih mo WorA <br /> 3' Sond Cushion offer 1111/ compwAnk <br /> 1 ,QSp/i. Colic. <br /> Dawe/ Rods 9poced /2" 0. C of expansion /oinA <br /> ° <br /> shown ¢ •gee Gonero/ No% *3 ,S'hf. 2 2 <br /> Line Cut <br /> MONOL/THTC Bf I/EL TYPE CURB GUTTERSIDEWALK <br /> } ®�+�:�r:=�• Existing Raodwoy � I <br /> O <br /> C"A C. over Compacted <br /> Native Material <br /> ASMAL T CONCRETE (MI.M. AREAS) <br /> ° <br /> v <br /> S/v ,° di f I 4 P <br /> 6-78 - fy �� a/ 6/� ,a NO�c <br /> CONSTRUCTION DETAILS LINCOLN ROAD <br /> ) <br /> 1'CALE• <br /> 4 4 <br />