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Cons/
<br /> Const
<br /> Refer to Shlo, Detail 16 ' /6 " Relei to Sh/d Oetoi/ Refer to 22, 2z •Pefcr to
<br /> Sh/o., Delall Sh/d Oetai/
<br /> v
<br /> Refer /a SPA 73/ O.SO' Q /6'
<br /> As ho/t Concrete Over/a 0.2/ 'Avero e x 32 ' AC. O/A& -TyveA
<br /> for detail.�,o�ca� P,POF/L E ORAOE c
<br /> .,_ , .............. ..... . ............_......._....__._...._...._,`.'..:_.S:J.:.%:•�:�riHN Ms7MfhD:`7��.� .:
<br /> +�6
<br /> X 22 ' Ex/sl�rtg .Structural .Section
<br /> E` The ext rtiity surfoc1i7g sho// he Pu/veriaed�3. x�ondufi�ieo'
<br /> as 9Yruc>`u�a/ .G/efera/ wrthr7 /ham�ooveorrbOrt`iorr of �aoo'�oy
<br /> 5ta 8 0,00 ' to Sfa 60 YL72
<br /> 5'fo &.o73 fo Sto /43W Sfa /63 F/7 fo 51a. /67 AJ/ AS BUILT
<br /> Sfa. /67t3l . /o Sla 276-4r50 T YP/CA L 5EC TION - D
<br /> CORRECTIONS BY� aA��
<br /> T YR/CA L SECT/ON -A NO CHANGES =�-
<br /> DATE _-
<br /> C01751: Const.
<br /> Limits of Clearing
<br /> f Grubbih L//ntfs of CleorihR s' Grubbing
<br /> Cons/' .9
<br /> Limits of Earthwork Limits 01`' Evifhutor*(Roadway fYio'eninyJ
<br /> 2' )e67
<br /> Refer to Sh/d Defoi/ /6 " /6 " .Qefcr to Sh/o. Detoi% wr B% 8/
<br /> AsOho/t Concrete Over/O O.Z/ 'Avero e )(,:72 'L
<br /> 32 '
<br /> sys -
<br /> a�.l _ ............. Conform
<br /> 5
<br /> f'/aceA� C crtJ`e •� � 4 — Sta /7000 Eyster/y
<br /> elx
<br /> - - - - - --- - - - - - - - - - - - - - - — , 4: "2/ onhh ide of suoere%votion 8 Grade
<br /> "See Note -w2 be%w B —Sta.4�t00 to Sta. 48,,00
<br /> (iPBNa�� 2 °&5HL D. DETA /L S/-1L D, DETAIL - 2
<br /> a-12'7e fo ,QeI77ati7 in
<br /> e
<br /> Selected NJate
<br /> / r;ol Const.
<br /> NOt`/Y! rr7oteiio/ sr/ected L//!!%fs Of' C/Eor�/1� 4�' Gru�biq�
<br /> /or //.fresi thrice t® erosion. ) C01751. Limits of Ecarttlu/ork a
<br /> (Rood�uay �oteoieg)
<br /> L/ir05 of Clearing �'" Grubbing �q ¢o•
<br /> Roadway Excavation�Cfaor�ne/� Lriwifs of Eoi//Bator* Vor
<br /> Sr`o. 60 72 Aa Sta. 6/>7.377 s' /aJ /6' 8 '
<br /> T YPICA Z 5ECT101V - B Duc,F
<br /> Broach BX �6BX
<br /> Channel
<br /> _-
<br /> ?,. Q �...................• •_'_.t �p ,
<br /> Leve/ pr'
<br /> Const oPrafi/e Grade (Saet(/ofr 2 b 6/ow),Extst`. Oifch
<br /> r
<br /> L//n/fs of C/eQ my 4 �7ru66//I� 2�= on htyh sio'e of supero/evotion.
<br /> Limifs of Eoit/Butark �!�'oodu/oy lyio'et�it/g� z Ivo,/ <S� /65x00 toB9 Lt Rt. >`
<br /> 17Guar Grade
<br /> e' 6' /6 " 16" 6' *B' H / SHL D DETA/L 4
<br /> 0 Asha/t Concrete 0. 30X 32 ' F
<br /> PPOf/LE G.PADE - 3 •_ 2� V L 3
<br /> Const —Limits of C/ear;ny
<br /> L mit of Eor/ war o0
<br /> �o('
<br /> TYPICAL S/�{OL1LJG"R vDUL E /6,--- 8 z
<br /> and a/r%rte oS 9fiirfirno/ mor��p/ wrfhri� �o
<br /> STAT/ON to STAT/ON LT. SPT. STATION to STAT/ON LT. RT. � 6/
<br /> I/Z i � / �V•Or A99re ��'vM,00rficr, ol`•iaodw°sr. -'—.--•- or Q
<br /> 8000 00 / / /630/7 /70,100 4 4 J r•
<br /> Exist. 00 /70,00 / 2 170,100 /77,1,SO
<br /> 9ote Bose' / /
<br /> Extst.6*&lIn- ('Sde Note 02 /h/s Sht) /71400 '39A50 / / /771450 /930,00 5 / �rUfifeY Proti%
<br /> 39050 40ts0 / 3 193000 /93-1400 / S Gradt
<br /> AE 2% on htyh sio'c 6 8X on 401450 62,150 3 2 /950,00 24/1450
<br /> Yaw sia'e of suoere/tvation. $2,,SO . 630,50 / 2 241,050 2-f3,,00 J S SD 1 °. on high stcYe 40/'13
<br /> ? 6S*50 79.M?t!f 1 5 253,100 Ei7d.
<br /> $to. /43*40 to 510. /630,/7 /o sta /s ,1oo 05/Sto.062r00Rt. 79,125 143140
<br /> ,Q / / � Refer to 0/on eA-ofr/e Sheets 1143,f 40 /63,1/7 yPC" y�rC
<br /> T y/ Z. SECT/ON - C NO. /? / far direction of"slope MOTE. / .f'efer to Cross Sections for minor deriotions SHL D. DETA /L r 5
<br /> /t✓`A
<br /> and su�e�rs/e-rofiar� trovsitiort. within Typico/ Shau/o'er 5chedu/e.
<br /> 2. Ex4,11i79 o'roitnaye sho// not be es/t`ei^eo;
<br /> except, /.vhe1-e Z 6ioder ore y�Yen.
<br /> 3. /mRorfed Borrow sho// be 5 R- value rain. 5v,,id
<br /> -- .,,.�.--.--- —.•—'---
<br /> PROJEC,1" ENGINEER DATE j CF�ECKED BY DATE ____.__ iJE3MITTED E3Y DATE APPROVAL RECOMMENDEDBY DATE —
<br /> -P
<br /> ND S d E °' o'J E c'r AR/POSA ROAD
<br /> - SHEET ,t�OSHEET
<br /> COUNTY OF SAN JOAQUIN Si
<br /> ___ ---------- _ - - -
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