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ZO I F
<br /> 25.r0 Y1 1dlMV
<br /> � 25.00
<br /> Lq R1
<br /> �11 i
<br /> 25.10 1 25.00 25,o5
<br /> I [
<br /> 12 � *75
<br /> 25.05 1 ( 25.33
<br /> I
<br /> ,. 91W f Const. At 02 049',50 w
<br /> RIW E Const, J 02 /8 00 E
<br /> U V < 1
<br /> O �a y< <• ci h p
<br /> Existing P/,cam m O+ a� REO ExiStiny Existing \ 1 75 C ro
<br /> Remain in Pace ti $ Sidedrain
<br /> K Sidadrdin � : g n T Lt. f Rf:
<br /> tqk
<br /> —3 C.�-„„ 55 � � �P �!•Te 25 Ta er
<br /> Exist. E. R o as I E.P.`
<br /> Sec. Coi �Sta. /04* _ /0
<br /> -
<br /> O / - /r
<br /> ExistE.P. � E. P.
<br /> /70' Taper I r:
<br /> R/w h
<br /> Typical Ar . U. f ftt po I
<br /> *25
<br /> 25.05 ►
<br /> i � P5.33
<br /> Const. Const. 25.15 25.20
<br /> Limits of Cl"rinq e Grvbbi Limits mr C/cerin f 6;ru66v
<br /> Earthwork (Roadway Wideniny) Earthwork(,Pd&fywideninS)
<br /> 06 , CTyoe /> Var. ¢ 06 , YP Par. i
<br /> 25.28 pr25 00 - finished Pavement Onede I
<br /> Z 25,2o
<br /> �' r.
<br /> c+, 0.171-A. G. Over/ay �� BUILT� � ��
<br /> 37. par
<br /> 8%. �( W 25.P3 . 1*, — 0. /7f A. C. over 0. JO' A. C. Base
<br /> Clutter Grads
<br /> — 0.2/ 'A. C. over Ver. Aepth A.C. Base CORRECTIONS BY
<br /> Sta. 2100 - Sta. 5*00 ('Lt) sta. 2 too- sra. s *00 <,et ) `� ; - 0.2/ A. C. over o. .30'A.C. Base NO CHANGES
<br /> Std. 5 too - Std. 6 f-00 C Lt.)
<br /> DATE Z,22
<br /> ,22 _ I
<br /> SHOULDER DETAILS O - Graveled Shoulder. 2O' 45s
<br /> Refer /is note on 3W..
<br /> trent het. Grade
<br /> r�ox�m8terr
<br /> +. bj h
<br /> c rl
<br /> fosc't _ _
<br /> i . -... - : - - _.. -- -- - r_. _.. a -.
<br /> -24
<br /> profile_ Olt
<br /> r *? Gutter Grade Lt ti
<br /> µ
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<br /> Ipp ` PO
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<br /> p ,
<br /> 5 6 7 B 9 /0
<br /> HORIZ: I - 50
<br /> PLATHROP ROAD
<br /> °' SCALINTERSECTION DETAILS
<br /> �fT9 sVERT I"= 2� AIRPORT WAY
<br /> 12 : 15 . w'
<br /> — ,
<br /> 1AM€ pkAW i k t
<br />
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