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mm 1 C •"• <br />F- -F <br />a <br />- - <br />i <br />U <br />/ <br />0 <br />Q <br />U <br />0 <br />0 <br />Ln <br />Ln0 <br />wm <br />� <br />Q <br />a <br />N <br />z <br />/ <br />Z <br />"� <br />o� <br />0 <br />i <br />U <br />w <br />oQ <br />z <br />Z <br />a � <br />N N <br />V N <br />r1- <br />C <br />O <br />0 <br />PROJECT ENGINEER <br />u <br />w o <br />LU x <br />B. WALDROP <br />w <br />z <br />Q af <br />DRAWN BY <br />a. <br />� O <br />w <br />J. JACKSON <br />Ld <br />cn <br />W W <br />= W <br />x <br />vsq <br />1 , HP EP VAR, 11.4' - 31' <br />VAR <br />-- <br />EP HP , <br />- r <br />4:1 MAX SLOPE <br />2" HMA (TYPE A) <br />-- - - - - -- - 6" AB (CL 2) - - - <br />SECTION A -A <br />NO SCALE <br />EC 1+80.19, 21.50' LT <br />FG 147.9± <br />CONFORM TO EXISTING <br />AP BC 1+70.00, 11.54' LT HP- <br />GB/FG <br />P- <br />GB/FG 147.94R=23' <br />- <br />(E) Row A,, <br />w <br />n <br />I� <br />0 <br />FG 147.7± <br />G AG 147.20 0 <br />N (N) EP <br />o \__ (N) EP \-GB/EP <br />N <br />CN <br />"VR" LINE 2+00 <br />MATCHLINE <br />VICTORY ROAD <br />DETAIL 1 - DRIVEWAY PLAN <br />SCALE: 1"=10' <br />OG <br />NOTES <br />1. REMOVE (E) SOLAR GATE AT DRIVEWAY 3 AND GA <br />AT DRIVEWAY 4. SEE SPECIAL PROVISIONS FOR <br />COORDINATION WORK WITH ENGINEER AND PROPERT <br />OWNER. <br />2. SEE SHEET DT -1 FOR ABBREVIATIONS AND <br />DEMOLITION NOTES. <br />3. ALL STATIONING AND OFFSET CALLOUTS ARE BASE <br />ON THE "VR" LINE UNLESS NOTED OTHERWISE. <br />4. CONTRACTOR TO COORDINATE WITH ENGINEER AND <br />PROPERTY OWNERS A MINIMUM OF FIVE (5) WORKI <br />DAYS PRIOR TO COMMENCING RELOCATION OR <br />REMOVAL OF (E) FENCES AND GATES. <br />5. TEMPORARY FENCING TO BE INSTALLED PRIOR TO <br />ANY (E) FENCE REMOVAL. TEMPORARY FENCING TO <br />BE LOCATED AT THE ROW OR TCE (PER PLAN). <br />6. CONTRACTOR TO COORDINATE WITH ENGINEER AND <br />PROPERTY OWNERS A MINIMUM OF FIVE (5) WORKI <br />DAYS PRIOR TO COMMENCING WORK ON DRIVEWAYS <br />2+06.36, 21.49' LT <br />FG 147.6± <br />CONFORM TO EXISTING <br />R=15' <br />2+11.65, 12.68' LT <br />GB/FG 147.90 - r <br />F <br />-7A--F- -F- -F- --F <br />"VR" LINE__ 3+00 <br />(N) EP EC 3+06.44, 14.00' RT <br />GB/EP GB/FG 148.50 <br />EP oN GB FG 148.37 EP <br />(N) EP HP <br />HP v <br />BC 2+80.28, 14.00' RT <br />GB/FG 148.23 A \ <br />R=11'- <br />HP- <br />2+91.27, <br />=11' - <br />HP -2+91.27, 25.46' RT / <br />(E) EL 147.8± <br />CONFORM TO EXISTING <br />FG 147.7± <br />a <br />VICTORY ROAD <br />A)-- F- F - -E E- - <br />�- <br />�-HP <br />- <br />R=1 7' <br />�BC 3+02.14, 23.07' RT <br />--'It -- -- - <br />ROW <br />O\ <br />RELOCATE (E) IRON GATE RELOCATE (E) FENCE <br />(TYPE IRON) <br />MAINTAIN SIMILAR ANGLE <br />3+01.87, 25.37' RT <br />(E) EL 147.7± <br />CONFORM TO EXISTING <br />'ON 133HS <br />_ "VR" -LINE 7+00 <br />TE - ---- -- A►dd4d ' R=23' ----- - -_EC 6+88.25, 14.00' RT <br />VICTORY ROAD o IT ►C Q.kQ ® GB/FG 151.22 <br />Y GB/EP EP <br />N cV <br />EP GB FG 151. 8 HP <br />D -- - - <br />R=23' + <br />I PCC 6+83.12, 17.56' RT <br />NG I n R=12' <br />HP BC 6+79.50, 25.87' RT_ <br />I o - FG 149.57 <br />6+57.08, 14.00' RT I C,,, FG 148_92_ __ F REMOVE (E) FENCE <br />ROW GB/FG 151.34 = - F = F y F (TYPE RAIL) <br />BC 6+58.60, 15.13RT I <br />• \ rr <br />Q <br />> <br />- x X x ~ \ - F <br />00 <br />EC 6+67.83, 34.78' RT + �, <br />FG 149.45 I 4:1 MAX. <br />TOE OF FILL \ <br />TCE \ <br />BC 6+66.17, F7.56' RT x <br />-- FG 146.79- A I / <br />C.G.0. # i0 \x <br />(E) IRT <br />D R I <br />\ 2 <br />EC 6+61._89, 84.11' RT 1 <br />(E) EL 145.5±-'-x <br />MSN <br />\ ' <br />CONFORM TO EXISTING <br />R=36' � <br />\ x ' <br />TEMP FENCING x <br />(TYPE CHAINLINK) <br />DETAIL 3 - DRIVEWAY PLAN <br />SCALE: 1"=10' <br />"VR" LINE <br />AP /BC 7+57.84. 14.00' RT <br />GB/FG 150.96 <br />EP - <br />HP <br />0 <br />0 GB/EP <br />`v GB/FG <br />150.86\ <br />83MVHO <br />�F OF RC + .ow4 N/ -a <br />TCE LCCC CUT T_��-- -`�G�� <br />f1 <br />per C.C.O. 016 <br />AP 6+79.08 <br />A 44.61' RT <br />FG 148.52 <br />REMOVE (E) SOLAR GATE <br />(SEE NOTE 1) <br />AP 6+77.94, 68.78' RT <br />N) EP FG 146.93 <br />TEMP FENCING <br />(TYPE CHAINLINK) <br />6+77.27, 84.71' RT <br />E EL 146.0± <br />CONFORM TO EXISTING <br />8+ <br />400 <br />- -- - <br />Ali td 3y' _ <br />o T� Pe- `C: p:kc. <br />VICTORY ROAD <br />C- i1-7 <br />HP <br />I+ REMOVE (E) FENCE <br />CO EC 7++82.60_,_14.00' RT (TYPE RAIL) <br />R=14' GB/FG 150.76 <br />EC 7+62.90, 22-13' RT o R=20 - <br />--- -- <br />FG -1 50.18 _F---F---� -- -- <br />-- F _-- F _ F --- - F -, FG AP BC 7+74.69, 26.08' RT_ <br />ROW \ - - 149.31 / FG 149_66 <br />\ (N) EP 4:1 MAX. <br />4 1 MAX > (N) EP x-t------� x----- --- <br />x -- --- x--� --a HP �- TCE RECORD DRAWINGA � HP A <br />Com ctions By ,-VA4 / �::6t"24 <br />TEMP FENCE �'� 00 No Chanpm <br />TYPE CHAINLINK TOE OF / C,+7:6 ft -Int r <br />( ) FILL TEMP FENCE AM Pwson tft ft This Omwing Should Verffy <br />AP 7+64 51 `` TYPE CHAINLINK AN inftrmm&m By In The SW or wet <br />DETAIL 2 - DRIVEWAY PLAN 0 5' 10' 20' 30' <br />SCALE: 1 "=10' GRAPHIC SCALE: 1" = 10' <br />DATE CHECKED BY DATE VICTORY ROAD BRIDGE No. 29C-467 <) ESSO41` <br />J. WALKER - �`��� �� JAWS <br />REPLACEMENT PROJECT <br />c� m ° m <br />DATE SHEET NAME SCALE OVER LONE TREE CREEK * No. C-59724 <br />9/11/18 AS NOTED FEDERAL PROJECT NO. BRLO-5929r216) �� c'v'� �P <br />CONSTRUCTION DETAILS \ 9TF OF CA <br />47.77' RT 7+73.42, 48.13' RT <br />FG 148.13 , FG 148.02 <br />\/ <br />7+64.29, 68.95' RT � 7+72.22, 68.97' RT <br />(E) EL 146.5± \ E EL 146.5E <br />CONFORM TO EXISTING CONFORM TO EXISTING <br />DETAIL 4 --DRIVEWAY PLAN <br />SCALE: 1"=10' <br />PUU�Iy COUNTY OF SAN JOAQUIN <br />--' G DEPARTMENT OF PUBLIC <br />th ;�'� WORKS BRIDGE DIVISION <br />1810 E. HAZELTON AVENUE <br />STOCKTON, CA 95205 <br />PHONE: (209) 468-3000 <br />PROJECT MANAGE CONSULTANT) �►FOFAX: (209) 468-2999 <br />SHEET N0. <br />N V 5 <br />7 of 27 <br />BEYOND ENGINEERING <br />2525 NATOMAS PARK DRIVE, SUITE 300 SACRAMENTO, CA 95833 DT -2 <br />916.641.9100 TEL 916.641.9222 FAX WWW.NV5.COM <br />w <br />Ln <br />M <br />U <br />rn <br />N <br />0 <br />Z <br />w <br />CD <br />0 <br />m <br />a <br />a <br />0 <br />rr <br />0 <br />U <br />w <br />M <br />a <br />z <br />U <br />w <br />0 <br />Ir <br />n <br />