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<br /> GENERAL NOTES
<br /> Cons t.
<br /> /. Imported Borrow - /�-Ya/ve 0r7d Sand
<br /> Lirhifs of C/earir! and Grvbbin wire ei7 requirements are waived For this
<br /> q 9 Cont t �atoria/.
<br /> Forthworh (Roadway Wiidenirvg)
<br /> Z. Gra Ye%d Shov/dens shall he cons trvc ted b y
<br /> a`riForm/y p/arm;,g "Shov/der Backit79 " materia/
<br /> //// 'Lf • at a rate of .g tons ,rimer station (each side).
<br /> Limits of C/eari"q and Gra,6biny, Zarlhwor k �ROaa'way W&er?ing T/ie corr�,o/eted graveled Shov/der ,aha// be
<br /> flush with the edge ,naverr�en f.
<br /> '�—
<br /> �'o,. I Cornforisr
<br /> Re Per to //, 17' Refer to
<br /> Sh/d. Defai/s Sh/d. Defai/s
<br /> A.C. Widen1'ng A. C. Widening
<br /> SHOUL DER aeM& / Yar. Dep th AsPha/t Concre/r Bose Yo�� Depth AsPho/t Cor�cre�`e
<br /> r Yar. / to 9 ' Ya/. 4 to 9
<br /> .L
<br /> CO/fS f
<br /> nished .� Grvde
<br /> Lii»its of C/sarinq and
<br /> Grubbing, Earthwor.F 2 '/0
<br /> (Roadway Widein9 ) FIVL
<br /> I / t •¢ � - ----- ----- - ---------
<br /> Vag: Cont'orrn a.17'Asphv/t Cor7crete Yar. Depth Asphalt O. /7 ' A spha/f Cohere fe '
<br /> Conccrete (O./7 't) Const• i
<br /> L%m.fs of C/eorin r� Ciu66iii
<br /> a — Yar: Dep fh AsPha/t -0.60 "'Asphalt Corscrete Base Eorlhwo�E ( Qooduioy GI/ider�ki79 )
<br /> Concrete Base Existing Roadway
<br /> (To reirraiir irs P/oce) 4 • � 4'
<br /> 4(
<br /> 0. 60 Asphalt Concrete Base 'f- See k'- Slope Chcrr-t
<br /> SHOULDER DETA/L 2
<br /> � Conform ''
<br /> 1
<br /> _ n . .
<br /> TMICA,L S4ECT/ON <¢•r.� ✓ar
<br /> •Grave/ed Shot//der -See General �
<br /> CO/19t Notc 2 For de tai/s. sfa. O f 3S lo Sta. ��� 00 �
<br /> Limits of Clearing and Gutfe� Grode i
<br /> Grubbing, Earthwork
<br /> (Roadway Widening) i
<br /> I SHOULDER Of741 . 5
<br /> • '
<br /> 3
<br /> Conform CoA:�/
<br /> a % Vale
<br /> Limits of C/earir79 and Grubbing, Earthwork Roadway Wia'eninq )
<br /> Refer toRear to X-,91-ORAE Ch'ART y
<br /> SHOULDER D67i411- 3 Sh/d. Details /7 ' Sh/d. Defai/s Locafiorr S/o e
<br /> L f. Re i
<br /> Sta. 0+.qf to Sto. /-100 2% 2 e %
<br /> A.C. Widening A.C. Wideniaq Sfa. /*SO to 9714. P,1?O 2
<br /> Yor. OePth AsPho/t Concrete Base Yar. Dep thAspha/t Concrete� , Sto:3,100 to .9ta. 9+X0 /yr o fog Yar O to 4
<br /> S to./0,,00 to S to. 16,1.0 2 %
<br /> Con5f Ycrr. Z to 9 Var. 2'to fJ Std. 17,,00 to Sta. 24,1?0 /!r%
<br /> Sfa. 2ft00 to Sto.2S+?O 2010
<br /> Limits of C/eariny ar✓d 0rvbbin9 , Sto.26,1O0 to SAr. 26ff0 /z 90
<br /> Earthwork (Roadway Widening) Sta.27,100 to
<br /> finished ff Crede Sta33,100 to Sfo.g7t?O Imo%
<br /> 97a. 384L00 Y`o 31'a. 42450 90/0
<br /> /7'Rt. •4 -- ¢ 2% '�Yai /' °i Sto.49A00 to Sto.46,1TO /yt
<br /> ¢ ° fo ZY Sha.47*00 to Sta.49*SO 1 20/0
<br /> S fa.1-0 1-00 to S to. S2-<?O 1 2% 1 /
<br /> k
<br /> - - --- - -
<br /> B°�
<br /> vat.,
<br /> 71
<br /> yQ� Conform Par DeptliAspha/t
<br /> 0. /7' Asphalf Coherefe Concrete (O./7't)
<br /> O. 60 01f'A5phalt Concrete Base
<br /> Correte BaseP P y SHOUL DER SCHEDULE
<br /> Yar OeVM As ha/f Concrete Base Exists Roodwa
<br /> & (To remain /n P/ace
<br /> SHOULDER DETA/L 4 Defai/ 1✓0.
<br /> L ocatior,
<br /> L t Rt i
<br /> RECORD DRAWING Note : See /melon .heel No. 8 For paving Sta. O,13? to Sto. /00,00 1 /
<br /> Corrections By
<br /> i
<br /> —3between 3-1a. f4'1-A0 and ata. /OfTO to Stcr /2x00 2
<br /> Sele 0-,4"a to t /1,100Tv�/^ A ��/ T/O' ?
<br /> NoChangesBy 1 d ¢ 2
<br /> 9fa. /s'r�-O to Sta 42,100 4 3
<br /> Date 1 i1 7 Sto. 4?-,9W- 7b Sta.�iy'6r� 4 •00 5
<br /> Any Person Using This Drawing Should Verify .SfQ• �� 4 00 f0 .SfQ. �-��'f-O
<br /> All Information By Inspecting The Site Of Work. SAO. 52+50 fo Sfo.540L00 4 4
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<br /> MI
<br /> _ . . a i YON SOS T,EN RD. � _. _ _.._
<br /> a
<br /> S/B7 .s/B � �J -5/17
<br /> h. :.: p 4 0 g i r ' ) iC NO SCA L� Patf rson Pass Rd to Han9en/�d. 4> 9
<br /> r
<br /> i
<br /> TYI'1e"AL SFCT/O/Y PROJECT
<br /> 9
<br /> _.._._.__ - _ ._.... ..w.m. .. . .. .
<br /> FILE'�VAME ISR�WE�i M'-MY ,... ... .e.....,...._ ...
<br /> �E'ood N .230
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