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r
<br />EEC 7/t0
<br />Elev. 102.65 _
<br />1_
<br />rl
<br />32' 32' 32' 32' 32 `
<br />12
<br />I! I I I! �0.
<br />r Prof'i/e I I
<br />II it 11 ' Abut / 8ent 2 8ent 3 Bent 4 Beat 5
<br />5t6. 7/f0,9V 7If40 1_1 7/,- 72-21 72 4- 04 21 72,,36 2�
<br />Dotuln elev. 60
<br />7/_ 72
<br />L eve / = 102.65
<br />POL E GRA D E
<br />---5'Cole
<br />Toto/ Length = 434 L.F meosured along Const.
<br />32' 32' 32'
<br />iE Exp. '3'
<br />f \
<br />I I�
<br />II II Ij I
<br />!i II 11
<br />it
<br />_J1
<br />8enf 6 Bent 7 Bent 8 aenl
<br />72 + 68 21 73 +002i 73 v 32 ZI 73 + 64
<br />�3
<br />Concrete Piles _
<br />Type Sec. Ti E/ev Est. T!� Cley,
<br />x p p P -ELEVATION
<br />Closs l
<br />Closs 45 Abut. /- '� 68 65 - �o fe �' � ��. �.� �� �`-/c r✓4r`i�sy s 1 n --
<br />I Closs 70 Bents 2, 3 and 4 68 65
<br />Closs 70 8ents S, 6, 7, 3' /,Z„ 3, 1,2,. ,l
<br />8 and 9 6 / 56
<br />Closs 70 Ben1's /0, /l, - See S. P A 79-0
<br />12 and /,3 55 50
<br />t l � AnchorDetoiP Bt
<br />Closs 70 Ben 4 45 40
<br />A/lowoble A/ternotes Type U, V, X and y. (See S.P 8 2 -5') far crass 4 5- pi/es
<br />See Sh ee t 6 /01-t//owof /� 4/ternotes�,o f Class 70 p;/e , \
<br />I I
<br />el Existin � 1 �
<br />RIW i� Const.
<br />Curve Dot4 wiwo J
<br />4
<br />n R 1826.84'
<br />Ci Ni A = 10' 15'OZ" kim;ts op Payment Bridye- Rb ny
<br />t eo9�h �o� T = /63. 85 , Limits of Payment M.3.6. R.
<br />L,= 326.83
<br />f ,i
<br />62_6•, Ch. = 326- 40'
<br />32'
<br />32' 32' .
<br />— 1 ) = D +[
<br />32'
<br />-
<br />�! II
<br />'I I
<br />Bent 10 Bent !I e0t l2
<br />73 f 96 Z' 74 t34 74'-66
<br />-74
<br />25' 25'
<br />Fxpomion
<br />Bent
<br />T—IT7f—TT—IT
<br />ii
<br />II II li II I II II
<br />_ _ �, j_„ , I 1 11 I I• I I _
<br />II i! jl ii i�
<br />J-I II !1 11 I
<br />Bent 13 Sent 14 8er�f_ _l5
<br />74 f 98 75 t 23 75 t48
<br />75
<br />C746NERA L. MO TE5
<br />6S/6i/V : A. A. S. H T. O. Doted 1983 with Interims and Co/ Trans supplements.
<br />(Load For -An.- D&_5' ) -
<br />Pl L E : Abutment - 45 Tons Closs 45
<br />-- Bents - 70 Tons Closs 70
<br />DEAD LOAD = Includes 35 psf for {/✓lure weoriny sur)%ce.
<br />LIVE LOADING: HS - 20- 44, olternoHve and permit design lood.
<br />`I
<br />-UN17' STRESSES Reinf )rced Concrete
<br />70y = 60, 000 p. s. i. .50, 000 p:s.i. 1n Stirrups
<br />I'c = 3,250 p.s.i,
<br />CONSTRUCT/ON Stonaard Specl'plcotions, Oeporlment oP Tronsporfotion
<br />doted Jonuory 1988 sho/J opply.
<br />0,0 ee ,ph�e °° 7`S' l) = 3 ° 08' l l " DE I AI I L
<br />7C-/� /Z
<br />Full 2
<br />- R1 e Cons/•
<br />o N N
<br />I N
<br />,;o 0% j �' 651 L. Metal Tube Sri
<br />Roiliny rgPe 115 (6'ee sheet 12 for detoils
<br />lc# _
<br />i
<br />- 2 .� .,
<br />QO f,� v
<br />` I
<br />Topes Toe o a�
<br />a Slope P N
<br />i
<br />S/OpeNj
<br />; .,, S
<br />J €'l i
<br />/poi/e s
<br />_._-�_ , P ael •�'or B� f
<br />677 1-
<br />/0" OF Metal .Tube 8rira'ge �'or/iny T.�loe /l5 (See sheat - #
<br />type i/S .5 4" DF �„x $�� /2 for defor'/s
<br />P®s& 4 -6 `X 8" DI= pas fis ---
<br />Bridge Roil 8"x 8" DF Pos/s 4 Bloc%s 6 "x 8"OF Posts e Blocks ,, 6 3„
<br />Slochs 3L I Ae6 -3
<br />" _„ 6'- 3
<br />fy„ 6,3„ 6-3" - 63
<br />3 _
<br />Const.
<br />r
<br />l
<br />k
<br />14_4" 14� 4a
<br />I
<br />y
<br />El. 102.65
<br />17
<br />\
<br />Met©/ Tube Bridge g
<br />Roi/iny Type 115
<br />_ % _Vat. -
<br />Reinforced
<br />Concrete Slob
<br />r w
<br />Concrete Pile
<br />,Extensions
<br />TYPICAL dSECT/CAN
<br />B,
<br />m
<br />/O'
<br />_
<br />_ - - - --ROADWAY QUANTITIES
<br />ITEM NAME
<br />--
<br />QUANTITY
<br />U - a
<br />-
<br />Type III Barricade --
<br />6
<br />EACH
<br />Temporary Railing (Type K)
<br />601:
<br />fi
<br />Clearing And Grubbing
<br />Roadway Excavation
<br />375
<br />C.Y. I
<br />Imported Borrow
<br />3100
<br />C.Y.
<br />Finishing Roadway.
<br />1
<br />L.S.
<br />Driveway (Type E)
<br />300
<br />S.Y.
<br />Class 2 Aggregate Base
<br />450
<br />C.Y.
<br />Asphalt Concrete (Type B)
<br />370
<br />TON it
<br />Faint Traffic Stripe__(Z_ coats).......,___".._3630-_.____�_1�....F
<br />STRUCTURE QUANTITIES
<br />ITEM NAME,
<br />QUANTITY,
<br />UNIT,
<br />I Salvage Metal Beam Railing
<br />Fridge Removal
<br />Lt28
<br />L.F.
<br />Structure Excavation
<br />1
<br />20
<br />L.S.
<br />Structure Backfill
<br />20
<br />C.Y.(F)
<br />I
<br />Furnish Filing (Class 45)
<br />C.Y.(F)
<br />L.F.(S)
<br />Furnish Filing (Class 70)
<br />Drive File (Class 45)
<br />2420128
<br />Drive File (Class 70)
<br />Ll
<br />S2
<br />EACH
<br />EACH
<br />Structure Concrete (Bridge)
<br />Sealed Deck Joint
<br />680
<br />C.Y.(F)
<br />Drill and Grout Dowel
<br />70
<br />31
<br />L.F.
<br />L.F. N
<br />Bar Reinforcing Steel
<br />Broken Concrete
<br />131100
<br />LB. (F)CS) r
<br />(Channel Lining)
<br />Metal Tube Bridge Railing
<br />90
<br />C.Y.
<br />(Type 115)
<br />Metal Beam Guard Railing
<br />1330
<br />L.F.
<br />Terminal Section CT
<br />(Type C)
<br />32©
<br />'#
<br />L.F.
<br />End Section
<br />EACH
<br />Cable Anchor Assembly
<br />'l
<br />EACH
<br />(Breakaway, Type A)
<br />If
<br />EACH
<br />$4N c10,4 1U/N SACRA/✓dENTO (F) , Denotes Final Fay Quantity
<br />i•1 kA
<br />COUNTY C011N7•Y { Denotes Specialty Item
<br />/50'Super Transition
<br />See sheet *8 for '� -- �, Sea Detoil 1, /3 ,
<br />SRO,-,
<br />s /3 /4 dctoi/s C�� T /
<br />' 26°
<br />1U/7°14`I911w e.K sfinty
<br />75 — �' Concrete
<br />`' 6- Srfdge \ orlon �` o
<br />See sh��t 8 for � _ r2 See Detc-;1 A xo 6
<br />Behf /4 pile lay 0&t TyP
<br />Exist. 34 space 6'-3
<br />L,irrti yS ofSa \
<br />-
<br />PLAN
<br />J 0 2'
<br />QI����,
<br />nn - -NOR-
<br />�,: I.►��`1� Coble Anchor Assembly
<br />f��� ivipX i9 ,, {Sreokcr�.voy type `A"j
<br />I �.- c .. No, 1 t� x30 / nol 'Section Typ C
<br />� � � 2 2�8 ©rill � deep � 3Ter
<br />a 37 - 6 " Poro bo to ♦ ri - - ' : >� ,� ._ �_ P• 9 30.83 P/vice / 4 ~� X 3.3 " H. $. a � � yp f e
<br />a� I
<br />a m - 12 - 6 ���:�� � _ T �c©/ - 4 locations
<br />o threaded rods w/ /'�
<br />(JJd�C'd for Coble 4 P90
<br />C nuts. nuts.65aly-) Bond
<br />I
<br />Anchor Assembly�� � � � w/ grout.
<br />Ali o Y
<br />_ APPROACH GUARD RAIL. I L � DETAIL A \ � \ �_ EXISt w! 0/l
<br />_�.-........ a
<br />� �w
<br />z PROJECT € i E 6 ` S # i I k {'` j,,., '� D Kam, �' .. a. n _ ,,,,� i tl'M �t E M 6�','8 , 6 p: z e " t� . -" {w. `�' �8 i : - .. i'�E k" ��..
<br />y� q
<br />V �� �-. , � �' t ..,� ii" e R... �:.r 4 F„,s ,.W -� I .� �m � � �� spa "£ � � F 6 �� �'�. �..� � fi t : `.�E �`' �� �.., i� ew.'',n 4n tu� �5t4� 6.0 E ,m :�t',.�E � F a 6 �i��.c �F:i�" 1 :,,� ,�
<br />o _.__.._____...__ ._ _.___ _ _ __ _ EELLIOTT ROAD & yip} $� �
<br />—__. .,___._ •--.__ __... ,, 4^ _._ - --. _.- .—_.. - ... __- _._ ..__. .__.- .. ._. _..� --- .- - - .. - - - - +�� r::e5 v.�i6B ir'6 y =�'I .a g° d' «yc HE i
<br />lac
<br />� �m
<br />1 r
<br />i
<br />. L ip
<br />a GENERAL
<br />m
<br />SCALE: AS SHOWN
<br />a
<br />�U FILE NAME DRAVIIE " , -
<br />.� •" , ...� STATE BRIDGE N0. 29 C - 249
<br />
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