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E167 - E175
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Large Plans - LP
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E167 - E175
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Last modified
3/28/2025 8:33:40 AM
Creation date
1/22/2016 12:16:21 PM
Metadata
Fields
Template:
Large Plans - LP
Project
Plan and Profile Elliot Road
Limits
Reconstruction from Mokelumne Overflow Bridge to State Highway 88 and Resufacing at the Mokelumne 8 Overflow Bridge Sites
Year
1960
Roads Worked
Elliot Rd.
Red Lines
No
Supplemental fields
Cross Ref
E167 - E175
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aaII-� <br /> T• 4 N . R. 7 E . M. D . B. & M. ELLIOTT aoao. <br /> IltiAo � I",L YEAR sU�t? ' <br /> Section 2J'" liid I N-900M-10 1 119601a 1 9 <br /> x T 4 N . R. 8 E . M . D . B . & Irl! <br /> Division 2A3 <br /> Q, Construction ;:: ''' ? ...e '� �....t ; x �'���, Section 30 . <br /> R=751.16' .. •.`> =t:t ' i? ::Tarr.: rr`i• r...r'c;ft';? "` i ?: ,'; r '. <br /> 0=42'47'20" L <br /> ;,• iCa";'ir7;'.?:'r �'ii;i:l/7r fi•::r::�i' �\ to <br /> f = T38' a N Division 241- <br /> 4 r <br /> T 294.29 _I �V <br /> L-560.97' m + Zp �o • w <br /> W , C h.=548.0a „� a� o F Construction 550138 ZO E 666./7 d ' - <br /> a '3 �P P/L Sta. 84f/2.00 <br /> '54 20 E 614- 15' neo EF,6f;A�;Rafo;A;�ware *_—•�-r-�., j ! pa S* �+•�/7 <br /> Q COnSt/Y/CfIOn553 <br /> � Baffin /�-- / --- - - - - ----- -- - x---x._ - - _`_ ca <br /> a9 <br /> m � ' II >~ I I <br /> N6 '2Ni9 <br /> 63 <br /> 6G(� s M� - �ce450.89 <br /> _. <br /> 547573E L•94.�9 d11 `n' iro.76. ; �D. Exiafi� RNbrs ,i �!/ I ' <br /> S xq►140762 ` <br /> r. iQ.- :: AL pikt 3j 1 1I \�� f I / U CO/Zj o-J <br /> •s1 Zo"E o I ft 33c9 22 t irfi -'1y7 - TRANSITMN �� i I ci I cd ui,3 t S41:?q �[ <br /> Ssi I 'I, SI '1 4x ,/ I ` �, .lc <br /> V U <br /> � � «37$ const $6 �.-rR �� ��� " `',/ I kn ►- m <br /> Z q <br /> s h w, w d'I a g 1 Construction <br /> ®= 3' s�o'rr'4o"E 13r4 �„'a' y/ �I 3° R=IOJI I.10' �� OJ <br /> J S 40'l4'Z&E.97.23' ' -,o- -u- Division 22 N I o-3°I6' t' ( x Div/sron 20 °� I N M 4 <br /> ' i°/ 0> <br /> Y'" E ea oo' N ° M r `+ 0=O'3a'I �' Q w <br /> t.. w p co T•288 3Z . '- �' —, --, <br /> Lx <br /> a EGINNT. N'� °�� <br /> /NG NEW CONSyN a Ch• 576.40• , 11 <br /> ch. Brq:S52 16 20 E 9, Construction <br /> STA. -66♦00 L Construction R• 1397.76' <br /> R= 139776 n=9.09' END NEW CONST. <br /> s '47 �: :ir : i ! �i1 ..:• t 'sr f=4"06' �+ A I <br /> r`.::r?AL1 : , i?r t♦.:f7i477ri1 ;`r.• .J..... ."Y.i' #=4 06' ;; ctrl a !• / ., t :'f. f STA. '� <br /> • T= 111.85' <br /> T=95.09' L= 223. 22' <br /> L = 189.88' Ch. = 222.98' <br /> Ch.=189.73' z: _ Ch. Brq.= 34_6.03'50"E <br /> Ch.8 q.=s57.47'50"E B.M.*5 B.M.*6 & M.*T B. M.0 8 <br /> $of ship 3piln in Tp.• L t• 'off ship ♦Spins iw P•p•,Rt• Sof Ship Spilre in T.P•, N.E. Cor Chist/ed 'X"cn Case. Wk. <br /> SCALE : I" = 100' chamh N. i Locast8t• KW Cor. Mals Si.0 &Crat NO <br /> 81N. r2 stagy.8*+27� Elm szs9' sto.070"1 fi4«/05-j '- EI" lar.,a ' Elev. io,R w' <br /> &MIW <br /> chiselsV aw .:ownk '. .tot SAip $Pike iw Oros* rr" fd Cbist/odb w Cor 0m�,6 � 7bp of 3/4000r• I.mpo Rf. <br /> , VAM �. <br /> J. tnaFd m C" of Sri W. $ids cowl. rr f w a.of _. <br /> Sfa.Nt$3t EItK 09' " &a. 71#05±A't• Ekr,' 06C' .Pfc. 7�oS3! El�ev. 71i:JI --- .ft.so Eku 04:0 W^ W -= - - `-- <br /> -- _ - <br /> -- — - -- <br /> 9S A <br /> – — TYlC.AC — <br /> 41 <br /> -_ 7 <br /> u <br /> SECTION A SECTION D - — S' ECTIQN90 <br /> 90 <br /> A <br /> - <br /> - - - - - - -- - TYPICAL <br /> TION — _— <br /> m , <br /> mw <br /> n <br /> Y <br /> I <br /> ..... . -__ _ <br /> La w <br /> and (7m N - <br /> mx — <br /> �y <br /> r <br /> AwAg <br /> V <br /> Lit <br /> %A Ilk <br /> WN <br /> — <br /> v. <br /> EXCAVATFON -- 93 $3 28 0 0 0 0 0 1t 0 53 648 1162 9 5 361 28 0 74 153 292 426 25S 42 5 23 23 19 6120 4903j <br /> M 1IEII T 23 93 190 250 449 676 704 792 741 3G7 0 130 Tfi 0 0 SU 2d5 319 125 9 0 0 0 SI 116 Ii1 I'07 74 14 0 � <br /> 5 6 `7 8 9 70 1 2 3 4 5 6 7 8 9 80 1 2 3 4 5 6 7 8 9 90 1 2 3 4 5 6 <br /> i <br /> PLATE 1-PLAN-PROFILE O.P.R.&R.E.STANDARD <br /> ' KF.UFF•EL& ESSER CO.. NEW YORK. <br /> K & E Co No 346-1C <br />
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