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/2'�of O I
<br /> Stondord Fiome
<br /> DRIVEWAY LIST
<br /> Cover Assembly
<br /> E.P. E.P. Stotion Locotioa Type Width Stotion L °c°tion Type Width
<br /> - �Surfbcing Lt Rt A S 0 L t. A t. A B D
<br /> Moc Arthur Volpico
<br /> Q. ,o o r eve a, e:.' o� "0000
<br /> e e,
<br /> NOTE tb o� e� .oe' 'e ; b
<br /> CossAConc. o
<br /> " a ° o , uo '' ° °''� ` , Q pOo 0+22 Lt. D 70' /+SO Rt. A /4
<br /> Schow,eer Rd A 6 ° ° A Boss
<br /> ° ° ° o ° ° ° 0 0 6" o d �— 99• 2+65 L t D 40' 2007 At A !6'
<br /> Welty Rd Rs 6' Min. T o A - O./2 A.C. over 0.33'A.B. 3"Mi%l.° °-'♦°•� ° o °°� c °
<br /> y yP e ° , + a ° e ° ° 5.x, 50 L t D /6' z+88 Rt. A 25"
<br /> Vo/fico Rd R= /3' Typa B - Compocied 6*00 Rt. B /8" 9+/9 At A 24
<br /> Schu/ts Rd A. 8' T e D - 0./7;4.C. over Notive - - IB 60
<br /> yP Monument _ �—Native A4oterio/ + Rt. D /6' 9+90 Rt. A /B
<br /> Moc Arthur Dr. _ _ e e '
<br /> (tb he p%ced 6y County) - - - - z5+80 R t. B /e /0+33 Rt A 26'"
<br /> Sto. 0,00 to Vo. 42+60 A,a' - e - '
<br /> sfa 4e0fat°Ste /se,00 Asa' Conrorm 32+60 Rt B /8 /0+85 At A /2'
<br /> $to/B,(,00 to Sfo./83#00,q--/S' R/w 33+/O At B /8' 13o33 R t A /6'
<br /> 40,93 R t D 24' /3 ,7J It B /8'
<br /> TYPICAL DRIVEWAY QJ' 4/+/3 Lt D //O' /9 +80 Rt B /8'
<br /> No SCA/e MONUMENT FRAME AND 44+60 Lt. D 22' z6+30 Lt. B /8'
<br /> COVER DE TAIL 55+32 At D /8' 27o5O Lt A 24"
<br /> No Sco/e :57►/4 At D ,24' ,28. 55 V. A .24"
<br /> ea,30 At D /8' 33+25 At B /8'
<br /> 60+45 Rt D 24 33066 At A 24'
<br /> 6/.,30 At D 30' 34o32 At A 24'
<br /> 6/+!/ Lt D 20' 34,ee It A 35'
<br /> 62o00 At D /2' 35063 It A /8"
<br /> 62,,23 Lt D /6' 37+63 / t. A ,26'
<br /> 6'2+50 L t 10 /6' 38+63 I;01. A 26'
<br /> 6l+00
<br /> At D /6' 39.,50 ,Gt B
<br /> 64.,87 R t. D /2' 47.,30 R t. B /e'
<br /> 650-07 Rt
<br /> 3 (° 65+32 Lt D 90' Schulte
<br /> yl o � UILT
<br /> 65+92 Lf D /Z' -/+38 Lt A /6'
<br /> kL�� 3 .G t D /6, /005 R t A /8'
<br /> IaNS BY ?LK �__ 67+// Rt. D /2'
<br /> o 2+46 At A 28;
<br /> + Y CaF __ _._..,� 68,00 Lt D 4 " 2o96 Rt A /8
<br /> !DATE _-� Z_ 2..__.. 70+,P0 Lt D /8' 30/6 At A 20"
<br /> 77+50 Lf D._ .20 3.,65 At A 20
<br /> - - 78+70 Lt. D /6" B,/6' Rt. A 2!'
<br /> n choefir fid. N 4Q°56'00"E $ $2olO ,L t D .20' /0,40 At A 30'
<br /> 85+so
<br /> At D /2' '
<br /> Lt D 20' /!o/9 Rt A 40'
<br /> D 20 /4.53 It A 40'
<br /> >1
<br /> 9s•o5 L t. D /6"
<br /> R/w
<br /> /4 74 Rt A 30"
<br /> _ pQ� 97+80 Rt !0 /6" 16,54 1 t. A 40'
<br /> u 0n, 98-'10 R
<br /> LEGEND ' 0 t
<br /> 99,9-s At D /2
<br /> ® Rssuriocs with Conlbrm to /00+40 At D /2 27+75 Lt A 28' I
<br /> k O./7' Asphalt Existing Rodii r 104+40 At AO 20'
<br /> 3 3 Concrete a32+/0 Rt B /8
<br /> �V I CTypieo/) /07090 At D /2'
<br /> Q %/20/6 Lt D 28' 33'09 Rt. B '
<br /> I
<br /> 430,07 At A /88
<br /> INTERSECT/ON of T IL //1+70 It D 125 43+97 At A
<br /> Schoe fcr Rood/` •State )Fouts 33 /ntersectin3 11-4,01M It D '24'Raod y, 1/6+87 Lt. p 26' SCh,fsr
<br /> Scale: /'=30' � //7+68 L t D //7'
<br /> Conform 2+05 L t D 20'
<br /> Lt D /6" 2020 Lt. D /2'
<br /> -- //9+75 Lt D 16 ' 2*26 Rt D /6'
<br /> /2.3023 Rt D 2e i
<br /> 123#610 Lt 0 20' Welty
<br /> 131+8/ Rt. D /6'
<br /> 13.E+Z3 At D /2' 6 035 L t. D 20'
<br /> 1M 1---_ D /6'
<br /> —r-- �o• /34.28 L1 D .30' R t
<br /> NOTE: Conform 2' EZ ach p / 138+3S Rt D /e, /2000 At
<br /> Side or Roi/,r fiofi10 3 � /38,69 It D 45"
<br /> Ri D 43 /VJoc Arthur 1/o/pico
<br /> o 3 /38 9
<br /> o SQ �� sr W 57S. Y. Type B 680S.Y Type A
<br /> P /49+B+� Lt D 50"
<br /> Riw �� oJ� MAC ARTHUR OR/VE /50+� Lt D zo /587S. Y. Type D ,204 3Y. Type B
<br /> '
<br /> 6d kot� /.S�oS,P Rt. D /s' Schu/ta Schoe-Per
<br /> -T- — — — Sr /5/+6,f' Lt D 36 435 S. Y. Type A 38 S.Y Type D
<br /> e/� Oa• 1NTERSECTION DETAIL
<br /> Conform to ErisfE. p
<br /> /.Sz+Zt At o 20' 57 SY, Type e Welty
<br /> /-6-8 Rt. D 20 /86 L.F. Papa 41 S Y. Type D
<br /> R/W �o pi 18043 63 L t D 30"
<br /> QO
<br /> t� Q i t�9i LEGEND
<br /> Jars �s� ® Resurt'oce wllh
<br /> coo v�� a2-T' Asphalt
<br /> i
<br /> > Concrete r
<br /> /NTEA SEC T1jQ V AOX U
<br /> Welty Rooe i` Stats Routs 33
<br /> — Sco/s: /'= 40'
<br /> ti
<br /> PROJECT ENGINEER DATE CHECKED BY DATW SUBMITTED fi'Y q TE A�>�'12C1V — -w
<br /> 4 ., � .._...._ ......._,._....._.._. ._ I _ , P R�?J E:C T MAC AR HUR DR/VE,VALP/C r ..
<br /> AL RECOM MENDED 4 f DATE 0 I N 0 (_ A N � (),A Q U - 9 �
<br /> 1 � / CO/VSTR UC TIO/V DE Tiq lL S E SCHUL TE WEL T Y and _ I
<br /> DRAWING 0 ,
<br /> SCHAE FER ROA
<br /> OS
<br /> /3
<br /> Y- 3S
<br />
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