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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 />
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