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170 <br />165 <br />M <br />155 <br />150 <br />a <br />Lc) <br />145 <br />m <br />J <br />SEE NOTE 5 <br />LLJ <br />Ln <br />+9 <br />Ln <br />+CD <br />d) <br />LIQ m <br />- <br />co n <br />9/11/18 <br />0 <br />0 <br />AND <br />PROFILE <br />_ <br />END EP/HP TAPER <br />Q <br />II <br />II m11 <br />> HIGH POINT STA = 6+50.04 <br />11 <br />J <br />Q o <br />f- z <br />-i HIGH POINT ELEV = 151.62 <br />CD <br />w <br />140 <br />w <br />WQ <br />a0L <br />z a <br />NOTED. <br />0 <br />z u <br />CONFORM NEW ROAD TO EXISTING PER TYPICAL CONFORM DETAIL SHEET DT -1. <br />5. <br />CONNECT MBGR TO BRIDGE BARRIER RAIL PER STATE REVISED STD PLAN RSP A77U1. <br />Q <br />FOR MBGR TRANSITION RAILING (TYPE <br />135 <br />A77U4. <br />7. <br />FOR NEW FENCE (TYPE BW) DETAILS, <br />N <br />8. <br />0+00 <br />Z <br />REVISED STD PLAN RSP A87B. <br />�� <br />�m <br />END TRANSITION RAILING/BEGIN TERMINAL <br />ULLJ c <br />O � <br />� <br />O <br />Z o <br />v) <br />Q <br />� <br />�cl- <br />cn <br />v) <br />o <br />c <br />�v <br />a %U <br />0 <br />PROJECT ENGINEER <br />b <br />a <br />>� <br />B. WALDROP <br />N <br />0 <br />W <br />DRAWN BY <br />Q <br />QQ <br />w W <br />J.JACKSON <br />U) <br />J <br />w0i <br />= w <br />U <br />Of <br />X <br />5+77.19 <br />BEG BRIDGE <br />5+47.41, 14' LT _ <br />END TERMINAL SYSTEM <br />(TYPE SKT) BEG <br />TRANSITION RAILING <br />(TYPE WB -31) <br />T <br />5+71.28, 14.00' LT _ <br />END TRANSITION RAILING (TYPE <br />WB -31) CONNECT TO BRIDGE <br />BARRIER RAIL (SEE NOTE 5). <br />END HMA DIKE (TYPE F) <br />CL -'- <br />CL <br />F-- -- F - 6+04, 38.5 LT _ F - <br />W END FENCE <br />W (TYPE BW)/ <br />cl) -- <br />W <br />W N01' 24' 49"W <br />co 70.00' 6+00 <br />L0 <br />6+50, 40.7' LT <br />BEG FENCE (TYPE BW) TEMP FENCE <br />6+42.13 14' LT (TYPE CHAINLINK) <br />BEG TRANSITION RAILING (TYPE WB -31) 7+19.02, 14.00' LT <br />BEG HMA DIKE (TYPE F) END TERMINAL SYSTEM (TYPE SKT) <br />x END HMA DIKE (TYPE F) <br />6+69.02, 14.00' RT F - -_k -- - <br />0 SEE NOTES �- F - F - - F- <br />F- <br />F- F F --- - <br />r- H P <br />/ `---HMA OVERSIDE DRAIN <br />PI 6+30.00 VICTORY ROAD SEE SHEET DU -1 <br />N00_ X57' 18"W " VR" _LINE 8+00_ <br />224.38'-- SEA EP <br />(T-C�--+ EP <br />6+17.19 SK DIKE (TYPE C) H P <br />END BRIDGE--- -- ----- (t EP r--- - ---- OII�i�Yft �� <br />J <br />F I rd <br />PI 5+60.00 I I i+ I HP I Irn <br />\RW ,F ROW I A I c° F <br />HP / <br />- F 00 �F_ _ - F- - F-- <br />\ 0 <br />F -- <br />X <br />/- ROW <br />(N) FENCE <br />TOE OF FILL ROW <br />0 <br />\i x <br />�F-z. <br />- F- --__ F <br />'ON 133HS <br />I <br />9+00.00, 14.00' LT Q <br />BEGIN EP/HP TAPER Q <br />9+05.4, 20.6' LT cr <br />END FENCE (TYPE BW) 9+90.00, 10.62' LT - i < <br />END EP/HP TAPER <br />SAWCUT LINE <br />BEG TAPER CONFORM <br />- <br />F- -- F- F- - F- - F, SAWCUT LIN E <br />F <br />14' EP CONFORM TO EXISTING <br />9+00 N01'_17_' 30"W - 0- -------- - -- I- - - <br />�______- - ----- - {- -- 259.40' -- -- �--- - 10+00 _ (E) EP <br />14' END WORK <br />F -f <br />F <br />-x - - <br />\ PI 8+54.38 <br />W� x � x I / I � \--TOE OF FILL <br />Z - x x + �� F� I REMOVE (E) FENCE <br />-j\ 41'001 <br />I ROW (TYPE RAIL) <br />= 6+23.08, 14.00' RT I\ -n , `` / ( TCE <br />0 BEG ALTERNATE CRASH I ' RELOCATE MAILBOX <br />5+58.05, 14.00' RT CUSHION SYSTEM. <br />Q END RW ' <br />REMOVE (E) FE-1NUE- <br />Mp I I I I I <br />SEE STR T <br />UC URE PLANS (TYPE RAIL) X u_ I REMOVE (E) FENCE <br />CONCRETE PAD FOR HP I ' x I (TYPE RAIL) L--- _------ �\-DRIVEWAY DETAIL 4 <br />ALTERNATE CRASH I i <br />SEE SHEET DT -2 <br />CUSHION SYSTEM. TCE DRIVEWAY DETAIL 3, PLAN <br />TEMP FENCE -� I �I <br />SEE SHEET DT -2 - TEMP FENCE <br />(TYPE CHAINLINK) L--- x ---J SCALE: 1" = 20' (TYPE CHAINLINK) <br />IN5 I ALL I LMS' UA I L5. -' <br />SEE NOTE 3, SHT. DM -1 <br />PVI STA = 6+01.17 <br />PVI ELEV = 152.68 <br />A.D. _ -2.45% <br />K = 151.05 <br />370' VC <br />rn <br />Lc) <br />BY <br />m <br />Li <br />SEE NOTE 5 <br />LLJ <br />Ln <br />+9 <br />Ln <br />+CD <br />d) <br />LIQ m <br />- <br />co n <br />9/11/18 <br />PLAN <br />AND <br />PROFILE <br />_ <br />END EP/HP TAPER <br />II Z <br />II <br />II m11 <br />> HIGH POINT STA = 6+50.04 <br />Q z> <br />I- w <br />J <br />Q o <br />f- z <br />-i HIGH POINT ELEV = 151.62 <br />cn m <br />w <br />cn w <br />w <br />1 <br />5+50 6+00 6+50 7+00 7+50 <br />CV 00 Ln0 CD O Ln p N r - <br />Ln M � � L0 <br />In <br />In Ln Ln Ln <br />PROPOSED EXISTING <br />EL (TYP) EL (TYP) <br />DATE <br />CHECKED <br />BY <br />10+00 10+50 <br />DATE <br />SEE NOTE 5 <br />- <br />J. WALKER <br />N: 2121952.50 <br />- <br />0iM <br />DATE <br />-- -- <br />SHEET <br />NAME <br />9/11/18 <br />PLAN <br />AND <br />PROFILE <br />VICTORY ROAD BRIDGE No. 29C-467 <br />REPLACEMENT PROJECT <br />SCALE OVER LONE TREE CREEK <br />AS NOTED FEDERAL PROJECT NO. BRLO-5929(216) <br />O <br />w <br />w <br />U <br />PG <br />OG <br />8+00 <br />Cn <br />00 (V <br />O <br />Ln <br />PROFILE - "VR" LINE <br />SCALE: H: 1" = 20' <br />SCALE: V: 1 " = 5' <br />QRpFESS/ON <br />m ° m <br />w� No. C-59724 71 <br />-0.90% <br />�- <br />83MV80 <br />PO <br />rn <br />II <br />Q <br />(n � <br />0 <br />Y Cfl <br />Li <br />of <br />M <br />Li II <br />0 > <br />Q w <br />ry <br />0 w <br />RECORD D P*.A1 NG <br />O0rre+ctj0"* Sly <br />No Chan" ey <br />Data ►�/1 t t - -- - <br />Any POrson Uskq This Dravoir►q Should Verity <br />All Information By Inspeaing 17he Site Of Work <br />170 <br />165 <br />160 <br />Z <br />z <br />Y Q <br />O� <br />� 11'00 155 <br />0000 <br />O <br />oo+ <br />ZZO <br />www <br />(E) 0.03% 150 <br />-0.47%- <br />ELEV <br />0.47%ELEV = 149.33 <br />GRADE BREAK STA = 10+00.00 145 <br />END WIDENING <br />OR Nv G 140 <br />Ung The Site O? var4 <br />135 <br />8+50 <br />9+00 <br />END TAPER CONFORM <br />10+00 10+50 <br />- F <br />SEE NOTE 5 <br />F- <br />- F-- - F- -- <br />N: 2121952.50 <br />0i 00 <br />0iM <br />E: 6439149.67 - <br />-- -- <br />-- -- <br />9+00.00, 14. 091 RT \9t90.00, <br />11.00' RT <br />BEGIN EP/HP TAPER <br />_ <br />END EP/HP TAPER <br />SAWCUT LINE <br />NOTES <br />BEG TAPER CONFORM <br />1. <br />FOR LEGEND AND LIST OF ABBREVIATIONS, <br />SEE SHEET DT -1 & PP -1. <br />2. <br />FOR TERMINAL SYSTEM (TYPE SKT) DETAILS, SEE SHEET DT -3. <br />3. <br />ALL STATION AND OFFSET CALLOUTS <br />ARE BASED ON THE "VR" LINE, UNLESS OTHERWISE <br />NOTED. <br />4. <br />CONFORM NEW ROAD TO EXISTING PER TYPICAL CONFORM DETAIL SHEET DT -1. <br />5. <br />CONNECT MBGR TO BRIDGE BARRIER RAIL PER STATE REVISED STD PLAN RSP A77U1. <br />6. <br />FOR MBGR TRANSITION RAILING (TYPE <br />WB -31) DETAILS, SEE STATE REVISED STD PLAN RSP <br />A77U4. <br />7. <br />FOR NEW FENCE (TYPE BW) DETAILS, <br />SEE STATE STD PLAN A86. <br />8. <br />FOR HMA DIKE DETAILS, SEE STATE <br />REVISED STD PLAN RSP A87B. <br />A <br />END TRANSITION RAILING/BEGIN TERMINAL <br />SYSTEM (SEE NOTE 2) <br />PO <br />rn <br />II <br />Q <br />(n � <br />0 <br />Y Cfl <br />Li <br />of <br />M <br />Li II <br />0 > <br />Q w <br />ry <br />0 w <br />RECORD D P*.A1 NG <br />O0rre+ctj0"* Sly <br />No Chan" ey <br />Data ►�/1 t t - -- - <br />Any POrson Uskq This Dravoir►q Should Verity <br />All Information By Inspeaing 17he Site Of Work <br />170 <br />165 <br />160 <br />Z <br />z <br />Y Q <br />O� <br />� 11'00 155 <br />0000 <br />O <br />oo+ <br />ZZO <br />www <br />(E) 0.03% 150 <br />-0.47%- <br />ELEV <br />0.47%ELEV = 149.33 <br />GRADE BREAK STA = 10+00.00 145 <br />END WIDENING <br />OR Nv G 140 <br />Ung The Site O? var4 <br />135 <br />8+50 <br />9+00 <br />9+50 <br />10+00 10+50 <br />1 <br />CV <br />1 <br />0 C� <br />o <br />LO <br />NO <br />600 <br />'t <br />0i 00 <br />0iM <br />M <br />d <br />\F OF CAL\F PROJECT MANAG <br />-oPn!H COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC <br />WORKS BRIDGE_ DIVISION <br />t, 1810 E. HAZELTON AVENUE <br />STOCKTON, CA 95205 <br />T -- .. PHONE: ( 209) 468-3000 <br />ONSUL PANT) ��Foa FAX: (209) 468-2999 <br />SHEET NO. <br />5 of 27 V 5 <br />BEYOND ENGINEERING <br />2525 NATOMAS PARK DRIVE, SUITE 300 SACRAMENTO, CA 95833 PP -2 <br />916.641.9100 TEL 916.641.9222 FAX WWW.NV5.COM <br />w <br />Ln <br />M <br />U <br />CV <br />0 <br />z <br />w <br />0 <br />Fr <br />In <br />O <br />a <br />0 <br />0 <br />U <br />Q <br />z <br />U <br />W <br />0 <br />cr <br />a_ <br />