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. .--------_-.w_�_. .-.,,__._._.__.. __......, �. _,,._.v_ _ _...._e.._._.. �, . ... m.... -__._..........,,_ <br /> ConSr°ruCtion CatlS trC/Ct l6n <br /> 25' 25' 2020' <br /> NN <br /> OF Lirr,its of C/eating and Grubbing Limits of Clearing and Grubbing <br /> 2' /O' 12' /2• /2,._ /• Eor>h�ork�illcsc, //, //' Eorfhwor.F�ti1,.sc• <br /> A,eo) Tyco II ,4r�v) 7k II <br /> .. . .-. •:.. : .:•: .•.,•.:... . . •. . :�:. .. . .• ..: Var. 0.17 <br /> t: Var• 8 <br /> py. Existing Roadway to Remain In P/ace oar. <br /> J 0.17 Asphalt ConcreteA „�- <br /> Conform 0,50`Aggregvte Bose K Coaforin Conform 0.45'Asphalt Concrete Resurracing Conform <br /> O <br /> SMOULDER DETAIL 2 ' _ 511011L DER DETAIL / TYPICAL SECT/ON A <br /> sta. 361-40 to sta. 521-25 ,Lf Stn. 01-;/0 to Styr. 38, 00 It o'Rt .-Station 0 t 04 t7o �-fation 42 460 <br /> Styx 381-00 to Sta. 521-25 Rt. jeR C A. En/ /o <br /> Const.* rflon <br /> , . 1�ALP/CO , ROAD 2O' 20' <br /> f57,47-10A1 52 25 GENERAL NOTES 3 3 <br /> SorWMA1 D /0 AO ` <br /> (MocAr/hur Or to Chrisvnao? Re.) /. Import Borrow sho/l have o rr, Limits of Clearing and Grubbing < <br /> „ .. ea,-112work moi • j l!, �.F(,llisc <br /> min. 5 R value and the Sand' A�eo. Type II Arm/ Type I� <br /> F'Q uivolent rho/l be waived. 7" /2' 12' 7' <br /> 2. Refer to cross sec tions of 0.12' I' / 0. 12' <br /> Construction Schu/te and Vo/pica Roods f'or Veff. Var. <br /> minor deviations on shoulder Existing Roadway 10 Remain in Mace <br /> `— <br /> S,4�fio.� —2.00 • osoa zs ' 0. 001 \ Conform 0_17'Asph It Concrete Resurfacing Conform l' <br /> ,S.0bad.7 ofoo 1-o •sztas zo 20 ` de t a i/s. y <br /> Limits of CJearing and Grub 3 Finished shoo/der growing os r <br /> tl TYPICAL SECTION B <br /> ti . ..a. <br /> required with the 1-o/%wing <br /> y ' Stv'tion 42 + 60 to S tatlon 58.00 <br /> 4 4' /2 /2 4 ¢ Typical Sections Station 59155 to Station <br /> /// ,,600 <br /> { 1/ % <br /> yQ/•. t ., 8 .�.c� <br /> % <br /> ��"' 6 �' •:Var• <br /> WeltyRood CWPR R Spur to L inns Rod <br /> Schaefer Rood <br /> t7co'nform <br /> 0.l7Aspha/t Concrerie N1(P. R, R. to Vodo/p/co RMac Arfhu� Drive 0. 50"A re ate Base ~ Sec tions A, B C e'U CLeCt Side) <br /> 99 CD C <br /> 9 onPorrn <br /> p <br /> Will be as directed by the Eng- Construction <br /> 47eer and. w/11he aid for <br /> P b y � Station 11160 to Isofoo :. 20' 20' <br /> Eos/hwork�/Y1i e. ;9reas� Tyoell Station 173400 7b 1834-60 30 30' <br /> r' Limits of Clearb7 <br /> t. , <br /> BUILT 4 A// frees within the R/ W Eon'hwanF�i!/:9c 9 and Grubbin 9 Eorthwo.,c ,�iSG <br /> shall remoia in R/ace. Ttimm A,po�Type 1I Area Tyoell <br /> S CAI UL TE ROAD ,-- 7' 12` 12` 7' <br /> C .7F CTIONS BY ing shol/ be /irrnited to clear ' <br /> NO CHANGES ✓ /' -- /' <br /> construction e ui mer.7t on/ � ' <br /> 72 S'rwrio�v 21-00 To ST-Qr�o.v .5,2 t 25 Q P Y Var ars' �r <br /> / (ZOO ' S/a�if�x'.4rfhur Or. ,b Chrisrnor� .Pd. ) .S Moc Arthur Dr tree stamps ATE /�-�2 P Existing Roadway to Remain in Place <br /> within the R/W sholl be re- Conform 0.35" A3phalt Concrete Resurracing Conrorm� <br /> moved os wort of C/eo.67 0, <br /> Grubbing. <br /> TYPICAL SECTION C <br /> 6 Trench [,aiming Area - Lower Station I// + OO t0 S707i0/� /60400 <br /> 0. 55�Aspha/t Concrete play he <br /> Station 173+00 to Station 183 +00 <br /> CanSttUcf%on Placed in one lift The. Asphalt (yaltv.,ea A7al ro,cy Ci/yt,.wiys <br /> Concrete shall be: below /500/, <br /> Limits of C/earin and Grubbing Survey <br /> h before sttrfoce Courses , are Placed �- <br /> /6' /6 ' Line Construction <br /> OF <br /> Eo�1hwort yrs/sC orfhwo�k err Station /eO +10 fm;164+50=` 20' 0`- 7 Station 160+00 to 1.85000` Var <br /> Type II /�' /�' Arco Tyoell Station /@4+501 to /87+90 ' l5 Station 165+40t to ;173+00 30' <br /> 6' 6' 3totion /67+90�' to.I73+00 SO ' <br /> Conform yvr. Conform Li its of C/eorin9 nd Grubbing <br /> Vo G`or/hwo,.F�iHisc. <br /> Asphalt Concrete Resurfacing ,great Tyoe II V,or. 12' l2 T Var. <br /> �-- <br /> /moorted Borrow Welty Road .25� lnrroartro' Borraw 0.12' <br /> / I <br /> Schaefer Road 7 Vo, - <br /> ExisringRoodway`to Remain in Place <br /> 0.35 Asphalt Concr6re Re .2'to7' <br /> P g � 0. 90" Conform i. <br /> . 5 <br /> WEL TY ROAD SCHAEFER ROAD TYPICAL SECTION D Ttench *fi'efer to Note 6 § <br /> W/dankny j <br /> r Eo,fhworf (AL1/SC• Areo) I' <br /> Station <br /> .STAT/ON hr00'ro SrXr10v /31-50` STAT/ON D��O TO .ST.9TfdN StationGU OO to Station I73C�O <br /> �Cunfy line 1-d ..S3ro% .Poo/e 331 <br /> (S/d><e �iivri� 33 yn Eisd� ("we i4rfhar Dewe or,d S�17u/ft ,Ea, /oel lsec'>lior�> <br /> MAC ARTHUR DR/ VE <br /> � Fki.JE....C,T ENGINEER Di1.=E CHECKED BY Sl,! ' -.. <br /> .r w,q � <br /> :w �� TED BY t7�� � APPROVAL ��rcan� �n� o �a� � BY . RTHUR D!� 1hAL'PlCO, <br /> _. .. r ROaJ E �; r MAC A <br /> . f SCALE E / - 4 T YP/CAL SEC T/ONS �:. <br /> /;�92 t _. / w. .� ,: &,� j SCHULTE WELTY and <br /> GG I RE 9 3 3 8 �z I SCHAEFER ROADS 2 /3 <br /> ,� _. . . .. ... ..._ .. __ . <br /> i <br /> V_ �� <br />