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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 />.......... .... ........ ... . .............._.."..+....................... <br />. .............. . ....... <br />X< x 0 <br />E'P­­E ::7 <br />X0 <br />w. <br />x 0 X X x IN, <br />0 . . . . .. ......... <br />.... ......... <br />TYPE_'_ <br />.............. . M7 0 <br />. ... . . ....... <br />L0 <br />04 <br />• <br />fl_ + <br />lz 0 <br />x Gp <br />u) <br />x x <br />a- <br />X(;ri F 0 <br />............ Q_ <br />. . . . ............ <br />. . . . .......... <br />7i — — — — — — — — — — — — — — — <br />4-9+ 00 ou+uq < 17� V_ .......... U) t-- <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 <br />6 .0 46 1 3 M c E NkLAY-e — — — — — — — — — — — — <br />+ <br />0.03, ....... .......... <br />uj 44 4Y. . .... ... ... <br />77 <br />... ................. . ...... <br />N. <br />.. . . . . ............. ...77 -­7�7� .. . . ...... <br />Z <br />Ld <br />W4� [JNE,- <br />Uji <br />V) <br />ui xm <br />SEE NOTE 4 <br />>O;W- - ­­­ - < <br />zi el <br />CROWN7 <br />:E uj NN\ . . .... <br />V) EP <br />V X(jl <br />c <br />X_ <br />\A <br />X <br />< _4 - — — — — — — c 7- .......... <br />C. ...... <br />c <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 />