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								    ,t ec, 
<br />Lori 
<br />" 
<br />�N, N, M" 40+15.0 105.00' LT 
<br />\L 1'� 4 1. 
<br />4- N. EASEMENT "R 18+ 
<br />'63 BEGIN HA 
<br />M 40+011k,149. /Z.ZO LT 
<br />SEE SHEET PP-8 
<br />fa TCE 
<br />vA- Conc BARRIER A\ 
<br />tp 
<br />TCE SEE Const DETAIL DW.;l 
<br />40 8LT 
<br />16+8.OL3764 
<br />N' 1\ N 
<br />/`�A5EMENT 
<br />Eose END Conc BARRIER (TYPE�, 8 
<br />yp 
<br />T' 
<br />HMA DIKE (TYPE F 
<br />E SAWCUT LINE, SEE NOT F. 
<br />04 _/X 
<br />X 
<br />rn 
<br />x %I N *Rm 17+02.21 EP 40.4 
<br />0 
<br />..... ..... . 
<br />+ 
<br />ALK ? END HMA DIKE (TYPE F 
<br />wN 
<br />*W 
<br />P "I 
<br />cl-t4a 5 e 
<br />cc 
<br />a" Pw7 L cc 
<br />HMA DI T 
<br />"R" 17+34.75. 47.08' LT 
<br />INSTALL HMAOD, SSJID CANAL 
<br />SEE DRAINAGE DETAILS, DWG. DD-1 
<br />"M" 44+62.59 EP, BC, 36.16' LT "M" 48+76.35, 18.00' RT 
<br />CROW ANGLE POINT 
<br />44+25.24 TION . ..... POT= BEC4N TRANSI 
<br />X'c" 
<br />.......... .... ........ ... . .............._.."..+....................... 
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<br />7+00 +90 t4i 
<br />48 
<br />44+00 
<br />46+00 NOO-52 1 7W 
<br />to j4: 1 
<br />40t 41+00 NOO*22'44*W 42 V LINE 43+00 *itoq 
<br />10 — — — — — — — — — — — — — — — Z:r 
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<br />SEE NOTE 4 
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<br />R/W 
<br />MclHENRY,Ave BRIDGE, 
<br />U 
<br />45+76.13 EP, EC, 53-00' RT X 
<br />SEE STRUCTURE FkANS 
<br />"R" 18+25.82 EP, BC, 37.59' RT 
<br />-10 -153 BEGIN HMA DIKE (TYPE E) 
<br />G. S T\ TO S 
<br />0. 
<br />\ f / 
<br />BEGIN HMA DIKE (TYPE E) 
<br />. . ... HMA DIKE (TYPE E) "M" 48+76.44 EP. 53.000 RT I 
<br />x 
<br />SAWCUT LINE, SEE NOTE 4 EP ANGLE P01V 
<br />4 1 X T 
<br />I SAWCUT LINE, SE 
<br />E NOTE 
<br />BEGIN TRANSITION 
<br />. .... ..... 
<br />...... ...... ...... "R" 18+61.38 E 05' RT�: 
<br />T-014`- I ,'V, P. EC, 24. 
<br />li�ATV-OHI qk H: 
<br />X I UK INTERSECTION UtIAILZZ) 
<br />-\,\ �t " 41- 
<br />N 
<br />V 
<br />-"Y r ' `:'aF`� RAW 411HMA b�W (7YTE 
<br />� 
<br />"R" 19+26.45. 19.55 RT,,, 
<br />x _,� 4 i ` INSTALL HMAOD,, 
<br />N- 
<br />SEE DRAINAGE DETAILS 
<br />DING. DD-1 
<br />V, 
<br />. A . ; 
<br />120 
<br />»_. . . ......... _.,_.__.._ «.....�a... � .... «.... _�._ »..�� v_ 
<br />110 + 
<br />- - — Cl' 
<br />100 Z 
<br />. ...................... 
<br />m: uj 
<br />c_) LLJ 
<br />E 
<br />CL V) 
<br />O 
<br />90 
<br />. . . ..... . .......... . .. . ...... . ....... ----- ---- 
<br />C4 
<br />E 
<br />I 
<br />vn 80 
<br />C14 
<br />70 
<br />Sl 
<br />it 
<br />N 
<br />60 
<br />40+00 41+00 
<br />SURVEY REVISION DESCRIPTION 
<br />8 DATUM: 
<br />RL 
<br />C>q FILE No.: 
<br />42+00 
<br />BY DATE 
<br />SEE Const DETAILS, DWG. CD-2 
<br />0-1 
<br />L) 
<br />19+27.37 EP. BQ,.41*52' LI M X 
<br />Pl 
<br />NOTES: 
<br />BEGIN TRANSITION W 
<br />SEE SHEET PP-8 INSTALL HMAOD, 
<br />SEE DRAINAGE DETAILS, DWC. DD-1 1. SEE SHEET T-2 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS. 
<br />Y) 
<br />2. E.....0]MENSI0N-S/-l�—E AND ELEVATIONS ARE MEASURED 
<br />-.f7-' . ICENTMIN 
<br />R THE 
<br />.. . . ...... ....... . . ......... ........ .. ....... . . . . ......... x,-TO THE EDGE OF PAVEMF-N*t,,L"IUNLt,�ia..-.t)l�,HERW- 
<br />X;; x 
<br />PLAN 
<br />RIGHT Of WAY AND S DATA, COUNTY bFFICE. 
<br />McHENRY AVENUE 4. FOR SAWCUT AND ROADWAY DEMOLITION INFORMATION, SEE DEMOLITION PLANS. 
<br />C> 
<br />eil C" 
<br />C3 
<br />O > 6 
<br />> 
<br />0 4D 
<br />......... ..w «» m............... + 
<br />_. m ...mw.__ _ 
<br />+1 
<br />0.20% 
<br />—0.10% 
<br />LO 
<br />0 
<br />it 
<br />< 
<br />550' VC 
<br />. ........... 
<br />5 
<br />OG 
<br />n. 
<br />uj W 
<br />U) 
<br />00 
<br />ui 
<br />+ 
<br />uj 
<br />V) 
<br />F it McHemw Aws mwfowmffmlm Presirct I 
<br />110 
<br />100 
<br />0 
<br />Of 
<br />70 
<br />-1 
<br />'W" LINE 60 
<br />43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 
<br />SCALE PREPARED BY DATE Q U 1 SAN JOAQUIN COUNTY PUBLIC WORKS SSJ 
<br />DRAWING 
<br />lumil C - 
<br />HORIZONTAL. 1 fp=401 F. DeMARCO 09-29-16 14. .0 PP-2 
<br />DRAWN: 
<br />VERTICAL OF 
<br />R. GI ON 09-29--16 
<br />DESIGNED: McHENRY AVE CORRIDOR IMPROVEMENTS No. C70999 
<br />TECHNICAL SERVICES, INC. 60 0 
<br />—9 
<br />0 1 2 1V .L.**. Exp. 06-30-17 pp 
<br />CHECKED: K. OAKS 09-2916 2020 L STREET, SUITE 300 
<br />SHEET 
<br />INCHES SACRAMENTO, CA 95811 PLAN AND PROFILE ..civ�\'.0 
<br />0 10 20 30 40 50 APPROVED: T. BARNARD 09-29-16 T 916.414,5800 F 916.414.1557 /-�1"M" STA 39+50 TO STA 50+50 or CAO 21 OF176 
<br />6 vt 
<br />MILLIMETI)IRS 
<br />FILE NO. 
<br />
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