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GFIVE-RAL NOTES 4
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<br /> ConSf 1. A1/ azis11in9 draina9a focill fias fo rsrno+n in plata //7/c ss a11/i¢rwisa no><ed on fhZ p/oas.
<br /> Rafcr f» ,2. Grove/ad sf7oa/ders sfial/ he eonsAruc�ad by t�ni{orrn/y p/oeir� " Sfou/dor BaCkl;77 mo�ario/ a� o -.a 7'9 of
<br /> var. /G '- 28' Var. */G - 40' Ra Fir 3 fens per S-/apron each side. . The eom /afad rave/ad shoa/dar ,hall ba f/us wi�li Me ads o{ ovam¢nf
<br /> Shoo/der Dt*ad-s Shou/dar Defois p p 9 9 P
<br /> 3. Tho co/n�rac/%r 1s><io// /inns cu/1 �¢zia�iny! asp/io/f concra1�a in fis1c widanin9 por4ion of Ziyhy! Jul//1a Nood 717 forte
<br /> Q 17,24-1 , Sfra/ /i7' /ina 7dr bum joi,7 7'a nsw aspho/T concrs Ta boss. fu// compan'soT%an Tar' 7/iis work
<br /> he considered ;ncluded is h/& yin•f pricers far yfie variou-s iAgms o/' work one/ nes AZ/7 err o/%Wanca
<br /> �z �z_ % will 6e rssoda y'fiare for.
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<br /> 4. Lon9ifudin4/ foin>`s io fha 74,op layer of asphal/ Concrefe s/iol/ corraspond wii'6 70'44 eld37cs o{ proposed 74,r4>rfic 3
<br /> {; 0.30'h. C . /ones , as dirac/aod 6y 7%e: ,�nyirr�ar.
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<br /> # Re far fo R/an 5heafs Nos, D. 70' A. C. Bost
<br /> 3 4 ¢ for exact widf/is.
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<br /> • / '/o 5& 68 t 00 - 5fa. 891,00
<br /> (Lower Saeramanfa Rd.) F
<br /> ■ Voriab/a Cross - slope 51o. /4 1100 - TYPICAL SECTION
<br /> 5to. /7 *00 (6,7hl Mi/a Rd.)
<br /> Lower Rd.
<br /> 5ta. 80 t 50 fo 54a- 9S 150
<br /> Eighf Mi/e Rd
<br /> Cons YL Const
<br /> 51o. 14000 to 5fa. /71650
<br /> ,Lim/fs of Clearing Limi f.s of Claorinq
<br /> and Grubbi,79 and Crrabbi179
<br /> - Van �4' � qr. 6�-32'- 4' Var. 04 6' 4`
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<br /> RECORD DRAWING
<br /> Corrections By
<br /> NoChangesBy 24 41
<br /> -- 8 % Conform 8 '. Conform
<br /> Date _
<br /> � ly Person Using Phis Diawlr � Should Verify
<br /> tp Of Work J
<br /> Sa6f/onS for azocf width,
<br /> O Gr'ovs/ad Sfiou/ders 6ejHer Grades Guffar Grad¢
<br /> Rt far >o Nota Z .
<br /> 4
<br /> ' SHOULDER DETAIL z SHOULDER DETAIL. 3
<br /> CO 175A Lower Saerame lrfo 8c1.
<br /> ,Lower Soeromenfo Rd.
<br /> 5fa. 821'.10 to Sto. 95150 Rf. 5114. 99Y-00 fo 574,0. 95150 Lf
<br /> Ra far fo Eighl Mi/a Rd.
<br /> Shoulder Dafoi/s Shoulder Defoils 5-ha. 80'00 fo Sfa. 22100 Lf
<br /> Var. 2=/4
<br /> Wr'dinin4
<br /> Const Cons f,
<br /> *Limi11s of Clearing Umi11s of Clsorinq
<br /> and Grubbing and 6robbinq
<br /> 2 % _ Va r, Va r.
<br /> I Yar. 4' 6' /(o' 4'
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<br /> 0. /0 ' A. C. Overlay
<br /> RQ far fo Con rrorm
<br /> Nofa 3 Lfxisfin9 Roadway
<br /> 0.90' A. C. Bosa Y°r Conform t
<br /> Ra far 7`o P/on Shaer f. " Vor, Dapfh Shoulder Backing j
<br /> /1/0. 4 for axac7` widfhs . bmifs of Mai/box
<br /> Ra loco Pion.
<br /> TYPICAL SECTION SHOULDER DETAIL / SHOULDER DETAIL 4
<br /> E Eighf /W//e: Rd. .Cower Saeromar,fo Rd. Eighf Milt Rd
<br /> 5fo. 81100 >o Sla. /4000 Sfa. 80*50 to 5f7. 82150 Rf 5fa. 81100 110 5A 141100 Rf
<br /> 5fo. /71150 to 5110. 22 t00 54a. SD 1650 to 576. 88 1100 Lf. 5fo. /71130 110 Sfa. 22 000 Rf
<br /> Eight Mi/a Rd.
<br /> .5-Aa. /41600 fa 5fa. /71150 Rt.
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<br /> .-.....$..<,—.....-..,., ,.., . ... ,.x+a,; s4, ,... -. ..: ..,«„ .. ., ... .._. ,,.,. _ ., _ .. ,.. -. _... .-_ ... .. ,- . . .. .-. .... .... _. , ...... .--..- ,......, .. »....,,... .. ..-..... ... ....o.. .. .,ak..� ,,. .,. -. « ..mi.,. , � .. .,. .. ... ................. .... .«,.. ...-..M-...... ,....wm rarmre..,mo..-arw.ww.a... .-: :v..:..�..
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<br /> - LOWER SACRAMENTO ROAD
<br /> , y , A _
<br /> TYPICAL SECTIONS �i:.
<br /> - Z/"� z�BB _ - ��s ' '� �1�85 % 41� s
<br /> SCALE : NONE TRAFFIC SIGNAL PROJECT AND EIGHT MILE ROAD 2
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<br /> FILE NAME N0 . ORAWER 3M� fi Nb.
<br /> �E'oA0 608
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