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<br /> IRD.ROAD STATE Pao.,."o. Flac^. $Meir TOTAL v (�j
<br /> VeAR "a. RRDRTD Pj
<br /> r
<br /> _ 2 4 //�p I •� APPROXIMATE QUANTI "' IES :,a, • .< ,;.::` "
<br /> MORMAN SL . POTTER CR . DUCK CR . S}j� 745 f 85 uw '
<br /> � .. � �,` . it s r.� • Il r �,�"* �t ���'"
<br /> I REMOVING BRIDGES LUMP SUM LUMP SUM LUMP SUM LUINP SU6n
<br /> +fi �
<br /> 6 total , MMlttl plat. , STRUCTURE EXCAVATION ( BRIDGE) 24 C .Y . 18 C .Y 33 C .Y .
<br /> extension Wait � ` e �
<br /> STRUCTURE BACKFILL
<br /> CBRIDGE) li C .Y . 15 C .Y. 15 C .•Y .
<br /> 16" CAST--IN-DRILLED HOLE: PILING 770 L .F . 508 L .F . 382 L .F .
<br /> CL41
<br /> ASS "A*"A" CONCRETE (BRIDGE ) 222 C .Y . 119 C .Y . 119 C .Y . *# �
<br /> �+ + '*� / � ;, " *BAR REINFORCING STEEL (BRIDGE ) 56,500 LBS . 29,750 LBS , 29, 750 LBS .
<br /> i tY Y
<br /> METAL BEAM BRIDGE RAILING 308 L .F . 182 L .F- . 182 L. .F ,
<br /> 5cote j"= / -0" 7
<br /> • '
<br /> -yg ; NAL QUANTITIES `¢
<br /> ,xIi6ow
<br /> Y N"A""' 7MM'v ' •i
<br /> y
<br /> -
<br /> rvI
<br /> 6-pear length j7
<br /> ' see Nate "F"
<br /> 4 j
<br /> '40kw� Arms
<br /> Mw
<br /> = f �,
<br /> ' r r
<br /> ac? tom of, fine
<br /> �Ot%ngJ =fir �
<br /> I
<br /> Atk 5 Wire
<br /> Pitch
<br /> I
<br /> V !'
<br /> i
<br /> r
<br /> xf Ai OACId� :ft�►7•� ,i'leced FI! •�'. /+►. � ,�;; .
<br /> e
<br /> .. .-e: x. . ..t. A.y..,y� .r yam, �" ♦,
<br /> > R a
<br /> rh4e turns-
<br /> i�
<br /> I _ i
<br /> '
<br /> 5 wire 6"pitch.
<br /> Total 6
<br /> O C � jt
<br /> p f
<br /> AWW
<br /> IF
<br /> n
<br /> ,. ^~ , � . ,}T*k'"""i n• .•a '- .wcp'�f. �. ��� r. .fI �A � ~ R `•*r^r -g'-..0 ,.� �,., � i c_
<br /> shall be used. . t.. .Rr
<br /> a , Often piles ore extended the bottom of extension shot/ be locatiNd !'-00 4 1
<br /> r w . L
<br /> o,� V
<br /> Ground line :' line,
<br /> � � ,,.1 �r minimum below ground t
<br /> , ete, unless shown otherwise on the plans. ���a+ � �x , �Seac WORKS
<br /> Ile ''F In Alternatives "V" the length of 6 bars shall be either a � SECTION 0 � g � R � D1YiliElr+l Of iRBM16AYE
<br /> minimum of % penetration or /2' whichever is the renter. Penetration shall 'w `.
<br /> P g
<br /> be measured below the lowest of the following controlling elevations : � �'�
<br /> Bottom of footing. z OENBl1 ,a JACK TONE ROAD
<br /> '
<br /> .,..vrJns..:1........ v...p. .y.„•"k A'x fl x k' S rv. �s;'k
<br /> a +N _., r 'r.. .1s,.i'll.. ...n,,,.. w> i ifi•fes.4«.r+w.l 1> w. .. 5t _ �Qpx ; Qf. . `
<br /> °$T""A2. Top of final ground surface.PILE Ely TE ION
<br /> J. Top of original ground surface, when piles are driven ven through fills.
<br /> PILE
<br /> �. Y DETAILS IL S
<br /> MFa//n} „S,tI � Wl1f°n � rySPECIFICATIONS >kstlaa /s �hP . ns*.
<br /> . Ncr1eHeo6r — n :LBRIDGE
<br /> DRAWING rc Y2
<br /> - 6 006 1
<br /> C>m DiR.{1,,,lt FILE
<br /> y
<br /> +��
<br /> Disregard prints bearing Dera"r numbers ----► PREL. DRAWING NO, P- �� `
<br />
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