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<br /> 4
<br /> r
<br /> N
<br /> N
<br /> 30' �
<br /> 20,
<br /> /2' 1,2' y I
<br /> r
<br /> o
<br /> w W N 3
<br /> o g gI
<br /> h 0 Nyie:
<br /> o - Sta. .2.2.05 P/oee/0 [.F. Z See S. P. D73-10 for
<br /> /9'� Alr Pipe. Type C /2 /2 D. /. Dtfai/s /077 B (R/W
<br /> far Crefe ,Otfoi/r
<br /> 1 7S Lt. E. Sta. 74.71e"PPT
<br /> PB. Exist. Ditch Exist 30-0 am.. Pi* Place Monument
<br /> 3 O q to remain in place J?Al W .0 a t h rap Rd N89'4 S;2S'E . Fronre / Cover
<br /> � rn 7-fe. ,
<br /> h >;. p :{=- - -- - — — - - - - - - - - - - - - - — — — ,
<br /> t + F4 E'lay. f - - - - - - - - - - - - - - - - - - - - -�
<br /> Noce S44 F. N c° ^� � u S1az?Fh0 �,�racs Tye* G / D.l. _ _ — m Conform - - o
<br /> h o- J'RA.A. 0. 079" thick o c v Q % N -• with 2f- S Grate 4?'Rt F'
<br /> V R/W F. C. E/ev. 3if S _ 6 P. E/ev. M.6s' (N = 3' 0" R/W �Exisf R
<br /> R/W ,� R/W0Et EPP o ti �r Exisf E.P. — __ _ _ _ _ __ ___ _ _--'Exist EP. '0 N �.Q Ad Ih /W/Const. Harro/d Rd N _ _ Conform �fta.f�Gi7 'R/W ,toaiss Avs. on. F <G9v. Il Conform Ste. C-00 C°
<br /> No0".ss'40"W z N _ _ q i N89'sl'40"E Ndir*hr:2 11 h 414.1 y ;�
<br /> Ck EP. -xExist. ;; n _ _ _ _ II 4
<br /> R/W Exist. E.P. f. R —
<br /> d� E8.10
<br /> `
<br /> Scale : /'= SO' R/W SM. 21#78 Place 9L. . � � u „f R/W ftp 3 142' h2 f•!3/
<br /> ,e800 -P c h 6 Exist. /2 C. S.P. to remain in place
<br /> I
<br /> le-00 Alt, Pipe Type 6 75'Lt. P v
<br /> F. 1. E/ev 34.
<br /> 7�! ,C t. f Rt. L
<br /> 1.2' `" b
<br /> O, k
<br /> — Limits of Clearing t apaAhing
<br /> Sca/e : 11-30' Scale: /"=30' I
<br /> /2' /2' 6' 2 3
<br /> 2/ \
<br /> 3p' •� 3 Vat _
<br /> 2 % Var
<br /> 0.25'Asphalt Concrete /.e /,e �
<br /> 0. 35'Aggreyate Bose 20 20'
<br /> TYPICAL SEC T/ON
<br /> le
<br /> RIVER RD. Ek HARROLD RD. COTTAGE AVE . 8k LOUISE AVE . COTTAGE AVE. 8k LATHROP RD.
<br /> .... . .._ LEGEND
<br /> 3
<br /> E. P. Elevation
<br /> Var, A. C. Overlay
<br /> 2 �j over 0. e-f'A. C, Widening
<br /> W / ' /2" W i 1 0. /7'A. C.
<br /> y
<br /> 5
<br /> O./7 A. C. Overlay
<br /> Y O I ,k
<br /> {V
<br /> $ � Construction Easement...-
<br /> /2' /2'
<br /> I
<br /> LNI-�o
<br /> _C4kjg-lAtHTP . eAAM
<br /> ,b cp R/W R/W
<br /> -vzax `'
<br /> _ . .. �.. . ... - „ o E.�° _�Exisf E.R
<br /> AS BUILT
<br /> / e
<br /> /z 8 o t
<br /> at h MonE AJO From/Cowr N
<br /> Con form Sfo. 4�00.� tf Surve . Soufh/awd Ave. jConforr» Sto_6 00 CORRECTIONS BY IX3s'
<br /> o NB9•S.4"/.4'"E' NB9'.Sf00"E•
<br /> q h NO CHANGES _.
<br /> /26 26 - - - - - - - -- - - - - - - - -
<br /> -
<br /> DATE�La -1�
<br /> Elev ,Ct )OA
<br /> -P 3
<br /> R/W
<br /> c
<br /> 2
<br /> /2" M,
<br /> Scale:, /'-30'
<br /> Scale: Horiz. 1": 50# 3
<br /> W /2" /2' W 3
<br /> ' Earthwork Qunntit�es
<br /> Vert t'. 2' shown below Included
<br /> GRAND
<br /> in Quantities on Sheet 6 TOTAL
<br /> 70 • . , .. . . .. ;
<br /> T
<br /> 3 ,e /07 COTTAGE AVE . a SOUTHLAND AVE.
<br /> , : . . �/VERfNORTHR/PON RD., . ,A
<br /> S' 73- �s SCALE AS NOTED
<br /> - TTAG�CAMPBfLi( /lGld/AAf }
<br /> ` �/' Gly/�3 INTERSECTION DETAILS / f /6
<br />
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