Laserfiche WebLink
J <br />5% <br />0% <br />— 5 7o <br />E <br />N <br />130 <br />0 <br />C4 <br />Q <br />E <br />120 <br />P <br />A <br />O; <br />a <br />a <br />I <br />110 <br />100 N <br />N <br />�t <br />O <br />c <br />cal DATUM <br />l 8 <br />0 <br />i $ FILE No. <br />"R" 27+27.81 EP, EC, BC, 17.00' LT <br />ANGLE POINT <br />END TRANSITION <br />0- <br />END HMA I�Irct k I Yrt t) <br />+50.00 EP, 17.00'RT <br />Beg HMA DIKE (TYPE E) <br />11 R/W <br />I <br />"R" 29+11.54 EP, EC, 17.00' LT "R" 30 36.54 EP, 17.00' LT <br />CONFORM TO Exist <br />"R" 30+36.54 <br />END CONSTRUCTION POT "R" 32+13.66 <br />SAWCUT LINE, D ALIGNMENT <br />CONFORM TO Exist NN2100045.040 <br />SEE NOTE 4 E 6419760.514 <br />C__ ._- — _ <br />_--_—__ 31+00 32+40 <br />I S85.02'42"E i 302.12' I <br />—___.0 <br />y"R" 30++36.54 EP, 17.00' RT <br />END HMA DIKE (TYPE E) <br />CONFORM TO Exist <br />CONFORM TAPER, L=50' <br />"R" 29+11.54 EP, EC, 17.00' RT <br />PLAN <br />RIVER ROAD <br />mcmwy mo <br />AS -BUILT <br />ftmd&V Elolmm . Mourtic RiveW P.F. <br />ftvww* By r rT a r� (cj �June a. 2021 <br />No. <br />"R" 27+27.81 EP, EC, BC, 17.00' LT <br />ANGLE POINT <br />END TRANSITION <br />0- <br />END HMA I�Irct k I Yrt t) <br />+50.00 EP, 17.00'RT <br />Beg HMA DIKE (TYPE E) <br />11 R/W <br />I <br />"R" 29+11.54 EP, EC, 17.00' LT "R" 30 36.54 EP, 17.00' LT <br />CONFORM TO Exist <br />"R" 30+36.54 <br />END CONSTRUCTION POT "R" 32+13.66 <br />SAWCUT LINE, D ALIGNMENT <br />CONFORM TO Exist NN2100045.040 <br />SEE NOTE 4 E 6419760.514 <br />C__ ._- — _ <br />_--_—__ 31+00 32+40 <br />I S85.02'42"E i 302.12' I <br />—___.0 <br />y"R" 30++36.54 EP, 17.00' RT <br />END HMA DIKE (TYPE E) <br />CONFORM TO Exist <br />CONFORM TAPER, L=50' <br />"R" 29+11.54 EP, EC, 17.00' RT <br />PLAN <br />RIVER ROAD <br />mcmwy mo <br />AS -BUILT <br />ftmd&V Elolmm . Mourtic RiveW P.F. <br />ftvww* By r rT a r� (cj �June a. 2021 <br />No. <br />R <br />A <br />T <br />L <br />1850.00' <br />21.48' 14" <br />356.32' <br />704.02' <br />10 <br />1867.00' <br />10'2.5'46" <br />170.39' <br />339.84' <br />1 <br />1867.00' <br />05'41'25 <br />92.79' <br />185.42' <br />NOTES: <br />1, SEE SHEET T-2 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS. <br />2. FROM THE CENTERLINE, DIMENSIONS / OFFSETS AND ELEVATIONS ARE MEASURED <br />TO THE EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. <br />3. FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, SEE COUNTY OFFICE. <br />4. FOR SAWCUT AND ROADWAY DEMOLITION INFORMATION, SEE DEMOLITION PLANS. <br />f <br />.. <br />R=1850 RT <br />+ r <br />r <br />I <br />3Z LT EDGE <br />OF TRAVELED WAY & Shld <br />I <br />I <br />I <br />AXIS OF ROTATIONLr) <br />+ <br />—2% RT <br />EDGE OF TRAVELED <br />WAY & Shld Exist LT/RT EDGE OF TRAVELED WAY do Shid <br />N <br />—3X RT EDGE <br />OF TRAVELED WAY & Shld' <br />rrAA• <br />cI <br />.QCLI <br />0✓0 <br />1 <br />.,...__ . _... <br />uj <br />j <br />+ <br />W <br />z= <br />1 <br />SUPERELEVATION <br />DIAGRAM <br />O <br />a <br />U } - <br />I 7 <br />--..- --- - <br />� � _...._ �. __ - -- a o <br />CO <br />I I Q 0n > to <br />I n 04 0 o 0o too0 <br />o� C> C> o� o > <br />o> ci> a u oar ♦ > <br />C!3 <br />} W + W ; <br />---'--i -- _ - - — _ 0.30% <br />0.30% * 0. _ 0.30� _ <br />.. .. ... _. _._. ...... .. ... ... ... .. .. ... ... __ .., .-..._.-...__ .. .. .-�... - .. ... .... ._.._,..... _.... _...-__. __ . ..._ _... .. -. .a .._ _.. ._..... .. _..._ ....... .. ........... .,.... .__ _ _...___..._.. ...-. .__.__.__. .... _.. ... _.. . .-_ ... <br />PROFILE <br />I R LINE <br />s <br />25+00 26+00 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 <br />Y Y r-%a-V SCALE PREPARED BY DATES U I A <br />, SAN JOAQUIN COUNTY PUBLIC WORKS <br />ur* <br />SURVEY REVISION DESCRIP TION E3 — <br />HORIZONTAL: 1 H=40' DRAWN F. DeMARCO 09-29-16 AmMOM <br />VERTICAL: ME_ <br />V <br />E9 16 RID <br />N 2 R�,Bs�AVEA <br />DESIGNED. TECHNICAL SERVICES, INC.0 2 <br />SUITE 300CHECKED:K. C3AKS a9-29-16 202o L STREET, PLAN AND PROFILE <br />INCHES SACRAMENT}, CA 95811 „��0 10 20 30 as 50 APPROVED: T. BARNARD 09-29-16 T 916.414.5800 F 916.414.1557 R STA 24+50 TO STA 32+13.66 <br />MILLIMETERS <br />FILE NO - <br />, iD <br />No. C701999 = <br />�. Exp 06-30-17 <br />ff' 4f c;kt10�-\� <br />W. <br />_ 5% <br />130 <br />120 <br />l m <br />100 <br />DRAWING <br />PP-9 <br />OF <br />PP-9 <br />SHEET <br />28 OF 176 <br />