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' Q.Q/i <br /> Amobi l <br /> rr <br /> Id <br /> Place /I S L.F Pent Pi a <br /> C/, IIT PC.P <br /> / / Construct Field Joint <br /> P D Existing PCC structure See Detail this Sheet <br /> and double 36"OC-P Var. 3 20 , <br /> w Alw <br /> Concrete <br /> CAPPOLTON ROAD <br /> 15 <br /> SfA4 <br /> 0,15"1` <br /> ,Z) -,Aol <br /> N Slee/ A4 <br /> Exist, E.R <br /> Rlw <br /> . A Exist. water faucet <br /> ,Thell he by 114W '0/ remaln in place <br /> Place 4Z " O x 60 L.F <br /> 4khvI 6bwe- Al;oe (&X) Conform to &I <br /> _e P. Canal SECTION A - A <br /> Exist. Utility Pole Scale : 5 ' <br /> to remain 47 place LEGEND <br /> e-49;o0eleaf &rI Ivalel-I <br /> tOL WN IIIEW <br /> th <br /> 5cale : /"-,?0' <br /> ASS11MEAD <br /> Alw <br /> /01 <br /> 16 /0 /0 6 5 3 7 <br /> I - c° �j <br /> 40,5' <br /> 017'.Y20'Asphalt Concrel&—P- c7ev. /0 <br /> Top Concrete SliopO <br /> ------ ------ -- <br /> 102 lal <br /> 1/a r. Var <br /> mw' <br /> fzzi <br /> 10I <br /> 'IV ------- <br /> /00 ------ - <br /> 110 file <br /> ExIs inq; <br /> 4 2 <br /> 99 <br /> 96 <br /> 'I tiny 36 01 P Cone. Pipe Concrete slope ProlectjonlIII <br /> JT <br /> /V/40,- 4z 010 /a <br /> 96 <br /> 004eOI <br /> SECTION B - 8 <br /> Scale <br /> .94 <br /> 12 rde v. 5 r Co _q Pipe <br /> -'Exist. Pipe - <br /> 92 <br /> Wire Mesh <br /> Surface of *hall <br /> be Cleaned and a '61 <br /> 46 Min. <br /> ------ Mortar reInforeea <br /> cost of epoxy adhesive <br /> w/th Wire Mesh <br /> aII prior to pljpci�?.q <br /> mortar Joint. <br /> HorizeI /P = 20T <br /> P" Z" <br /> FIELO %,IT DETAIL <br /> No Scale <br /> J <br /> j <br /> 4 <br /> h E xc <br /> 4� <br /> Fni b. <br /> J. <br /> '5 6 <br /> •-HEE ! TOTAL <br /> 7- -'TT <br /> -1 IT -.I II X-I 14 1 <br /> ,,�v�; Iv�c E <br /> A <br /> P R OJ E C, 1ENGINEFIR L 40 <br /> rON R .4,0 <br /> _ J G e% U II, � SHFFIS <br /> a <br /> Structure <br /> Concrete Slope <br /> -q_ z <br /> rz= <br /> f <br /> NTY 0 F A 1141 J Ulft"A Q U 1 N: rz- <br /> Q. 4r 711 �,Q��- � 7a � <br /> 217 Aela,47101V S1R1e'1e1fZS 2 5 <br />