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<br />I�
<br />Cotes t.
<br />o 6in
<br />F C/e arir�g Grr�d Grvb g � CO/7! f
<br />� .�rfhwr�r.F (Roadway Wider�i�y)
<br />/ 7 ' ff't 4 2 - z linils of C/e o,*-;"q ae?al ae-a bin y , Zar/hw'or/r (Ro a0'W&r Widerrirrq
<br />SOUL D,ER aeM & /
<br />'k
<br />Conq t.
<br />Z /i"ifs of Clsc"ring and
<br />6A-a.661"g , 16cr?-t* work
<br />(Ro ad wa y Wia(e irrq }
<br />-*4— / 7 ��Pf L •¢' r-
<br />Va,� Carr/ori►rr
<br />-- —
<br />SHOZ14D,EI? A0,67A14 2
<br />.1i
<br />�L irrri is o f C/earirrg crud
<br />G.,vhbin!q, Earthwork
<br />(f�oda'wcrr Wicx'er�inq �
<br />-P-A/7 ��f-..1 r LO3' / �-
<br />Coryfo,..n7 _ Re Fer Ao , /7
<br />S h/ca! Details
<br />•Graveled ShoU/der -See G'er�cra/
<br />Note 2 For de Ycw/s,
<br />Cor�form
<br />SHOUL DER DETi4 GC 3
<br />Corps t
<br />,Limits of C/eawrirn9 crrro' Grvr6biryy ,
<br />,Grrbhwork (i4oadway Widening)
<br />l/'.Lt A- Me •4 , ¢
<br />/7' Rt.
<br />r
<br />P-
<br />8�i Vdr
<br />yQ� Conform
<br />A.C. Wia/e r7ir�
<br />-� 9 -var- Oepth Asphalt ConC?-e* Bose -�--�
<br />ReFer to
<br />Sh/a�. Detai/sue 1
<br />Yar: Depth Aspho// Concrete
<br />jir7ishear .� Grv�c�e
<br />Of
<br />de de or Ar 9 iv 0
<br />- O.17'As a ha/t Co17cre to - Yov. Dep tir Asphalt
<br />Concrete (0. / 7't
<br />-- Ycrr. Deo /`ir Asphcx/t
<br />Cor>cre fe Bo'se-EXistirlg Roaa'rtr�ry
<br />(To rewally, ins p /ace )
<br />r-
<br />Re /'er to _
<br />Shld. Eae fails
<br />A. C. Widerrirrq
<br />1
<br />Ycrr. 4' fc 9 '
<br />- O. /7 ' Aspha/f Concre fe
<br />-0.6 0' AsphaJf Concrete ease
<br />-0.60 Asphalt G'onc/'ete Bose '*See X-S/ape Chcrrf
<br />TYPICAL SECT/ON
<br />Sta. 0o-95 to Sta. //+-00
<br />af
<br />Coalf.
<br />1 imifs or Clearir79 a,-7d Grub h1;0.Yg, .forth work (Ro a,dwer y Wicr'er7inq
<br />A . C. Wiade171,17g
<br />Ycr .. 2' fo 9'
<br />I
<br />//' A-W
<br />�---- Ycrr. Depth /I sph4/t Cor�cre to Base---.--�
<br />Ycrr. ? ,/o 9 lrit'r 2'fv e ,
<br />I
<br />/7 '
<br />✓ar Depth Asphcr/f Corrcreta
<br />' Finished ,�' Grade
<br />—r % 1/cr' /�*' %
<br />-D. 6D'Aspho/t
<br />_ Rcfisr fo
<br />3h/d. Details
<br />A. C. WIderrirrg
<br />Ycrr O' to 4 '
<br />GE1VE11FA,L NO rE,,s
<br />!. Ira7porfed Borrow - R- Yalve a17d Sa,-7d
<br />uircr/er! t regviremer� is are wal'vea' For this
<br />rr�crteria/.
<br />2- Gra ve%d Shoulders shall he cons ft-uc fed h y
<br />vrriForrr�/7 p/amov I`Shov/a'er B�rckir�y " �nrr/`eria/
<br />at a *� /& of .3 fors per Yla741on (each sia'e).
<br />The corr�,t�/etecY graveled s17OZ11&er Shall be
<br />/'lush with the edge paverrrerr f,
<br />COrlS-f/ ,/;m.'fs of C/�orinq � G�ci66�i�y
<br />4' s.
<br />� Corerrn
<br />VQ
<br />-O./7'r4,�pho/t Concrete
<br />-Yar. OepthAsphalt
<br />-0. /7 Asphalt Concre to Cone,-ete (O /7 f
<br />-0.33 'r4sp halt Concrete Base
<br />Duffel- Grpa'e
<br />ShHOUL OER OETQ 14 S
<br />CC.4. -,e /
<br />X -S,Lw ORE CIYAR T
<br />s/ovc
<br />� occrtivr'
<br />,t f Rt,
<br />Sta. 0 *.?f
<br />to
<br />Stcr. /*00
<br />2% 2141
<br />3116? /*SD
<br />to
<br />Sta: 2vLf0
<br />2
<br />Sta. 3,,00
<br />to
<br />Sfa. 9 +XD
<br />/yr o
<br />S Aa /0f00
<br />to
<br />S to. /6 DSO
<br />2 '/,
<br />Star. 17,100
<br />to
<br />Sto. 24 �fO
<br />/ 1,le %
<br />,Sta. Pft00
<br />to
<br />Sto 2flu fo
<br />2 0/
<br />Sta.26410D
<br />to
<br />SAd,, 26+50
<br />/ z%
<br />Sfa. 27,000
<br />fo
<br />Sfa. s2+s4
<br />21,10
<br />SYa.934-00
<br />to
<br />Sty. $ 7#,fa
<br />///Z %
<br />Sta. 38-100
<br />fo
<br />9ta
<br />Sta.49.,00
<br />to
<br />Sfa¢6fT0
<br />9to.47+100
<br />to
<br />Sto.49*SO
<br />2 0/
<br />Sfa.S"D�00
<br />to
<br />,Sto 52+4'Ira
<br />2n/o /4%
<br />Corx're to Base - Yar: 4epfh Aspha/f Corrcic to Bcrs e ,Fx1s tIng Rondwa r S HO Z11. DER .S CHW U.C. B
<br />s (ro i'err?er1n in place)
<br />r Dc tail Nv.
<br />SHOUT. DCR DETA 14 L OGR
<br />8
<br />RECORD DRAWING No fe : s,-e p/a� Shee f Mo. $ For pa vrr�g
<br />Star. O ".3f to S to. /O " 00 /
<br />Corrections By �vp SECT101v ers6efweerr Sfa. ���'O arrd 3td./OfsO fo .Stu /2�00 / 2
<br />NpChangasBy! ICSfa. TQrt00. Sta./2o-,4V to S117/5,400 4e 2
<br />Date /,��$ .�
<br />9tct. JJ'�30 AO Sta. 42000 4 9
<br />e Sto. ¢2� �b Sta. f��� 4 .•i 5 �
<br />Any Pe, son Using This Drawing Should Verify
<br />All lnforma;Ion By Inspecting The Site 4f Worm SA7. // f 00 to .Sta. S� � �� sto. s2tso � sto.3�� 4 4
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<br />�� �. � de-� �,� NO sCA �. TYIrCA,� sic 7'ia�r PROJECT
<br />�.s_.
<br />-s/87 - .��8 �� r i7�� slr7 Q ...-�• .s�e� Paffcrsan Prss Rd A0 f�arsen Rd. 4 9
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<br />iPoQa/ N ,230 _-_ ..._ - - _ :.:...._._ .. _ __ _.- ... _ .- ..... ..._-_ ..... _.. _-- . _ ___._._. �_._._.- _~..._:_ _--._..--
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