Laserfiche WebLink
s <br />U <br />0 <br />1+70.00 <br />BEGIN EP/HP TAPER <br />1+60.00, 11.54' RT <br />BEGIN TAPER CONFORM <br />1+60.00 <br />BEGIN WORK <br />CONFORM TO EXISTING <br />N: 2121112.67 <br />E: 6439167.53 <br />- - - - - - <br />SEE NOTE 4 <br />ROW <br />0+00 _ _ _ _ 1+ D0 - _ I- <br />0+00 (E) EP <br />BEGIN "VR" LINE <br />-- .�- -- J- -- ROW <br />-�- <br />1 +60.00, 10.59' RT <br />BEGIN TAPER CONFORM <br />SAWCUT LINE/ <br />END TAPER CONFORM <br />'ON 113HS I HAMVHC <br />4+97.41, 14.00' RT NOTES <br />BEGIN TERMINAL SYSTEM 1. FOR LEGEND AND LIST OF ABBREVIATIONS, SEE <br />2+79.80, 20' LT (N) FENCE BEGIN HMA DIKE (TYPE F) SHEET DT -1. <br />BEGIN (N) FENCE (TYPE BW), TCE iy 2. FOR TERMINAL SYSTEM (TYPE SKT) DETAILS, <br />DRIVEWAY DETAIL 1, (TYPE BW) SEE NOTE 7 SEE SHEET DT -3. <br />SEE SHEET DT -20- 3. ALL STATION AND OFFSET CALLOUTS ARE <br />2+60.00, 14.00 LT TOE OF FILL l CL BASED ON THE "VR" LINE, UNLESS OTHERWISE <br />r -----------SEND EP/HP TAPER - I <br />a �r�J�l J NOTED. <br />TOE OF FILL - ~� J f E LLj 4- CONFORM NEW ROAD TO EXISTING PER TYPICAL <br />x <br />j <br />HP- -x- - -� - J >r f f r W CONFORM DETAIL SHEET DT -1. <br />_ = 5. CONNECT MBGR TO BRIDGE BARRIER RAIL PER + <br />IF <br />Lo R __ x r F F F --- F J f V) STATE REVISED STD PLAN RSP A77U1. <br />F F- F ^ >r J W 6. FOR MBGR TRANSITION RAILING (TYPE WB -31) <br />! I F F- <br />I F� <br />HMA OVERSIDE DRAIN <br />- - 14 SEE SHEET DU -1 - <br />- - I i1*FI. P P <br />VICTORY ROAD 14 E <br />' <br />y Fes_ �F -F + F- <br />I co I <br />- - _ - - EP <br />2+60.00, 14.00' RT <br />1+70.00 HP <br />END EP/HP TAPER L - - - - -J <br />� <br />BEGIN EP/HP TAPER �Q <br />CONTROL FOR DESIGN AND CONSTRUCTION <br />LOCATION <br />CONTROL POINT <br />NORTHING <br />EASTING <br />ELEVATION <br />DESCRIPTION <br />"VR" STA 4+70.56, 1.675' LT <br />1167 <br />2121423.129 <br />6439158.780 <br />145.95 <br />MO AC PATCH <br />170 <br />165 <br />160 <br />145 <br />135 <br />0+00 <br />--j 4s <br />z �= <br />�- CN <br />07 <br />0) <br />155 <br />�o � <br />0a +� <br />ca <br />x <br />U � <br />ala <br />= <br />OVERSIDE DRAIN <br />UII <br />CW /] <br />A771J4. <br />zz6 II <br />z <br />O <br />L() <br />�5 �5to <br />ww + Q <br />> <br />w <br />7. <br />Cn m <br />N <br />Uy � <br />15 0 <br />- -- - <br />- J� _ <br />U <br />U <br />4 560.00 <br />(E) -0.41 m <br />m <br />145 <br />135 <br />0+00 <br />--j 4s <br />z �= <br />1165 <br />W <br />= <br />160 <br />0� <br />� <br />DETAILS, 5EE STATE REVISED STD PLAN RSP <br />x <br />U � <br />00 C) <br />� M <br />OVERSIDE DRAIN <br />O ¢ <br />CW /] <br />A771J4. <br />EP <br />z <br />O <br />L() <br />z� <br />5+,0a <br />7. <br />FOR NEW FENCE TYPE BW DETAILS, SEE <br />N <br />Uy � <br />LINE <br />- <br />- -- - <br />- J� _ <br />155 <br />a � � <br />4 560.00 <br />0 <br />v <br />4+44, 29.6' RT <br />Uw <br />� & <br />PROJECT ENGINEER <br />HMA <br />DIKE (TYPE <br />F) <br />D RELOCATE FENCE <br />U U <br />» <br />+ <br />N Q <br />B. WALDROP <br />m m <br />NENYiE IRON)--A-LO <br />DRAWN BY <br />¢ <br />TEMP. FENCES AND TEMP. GATES ARE PAID <br />cc <br />E w <br />J. JACKSON <br />J <br />-F F- <br />U <br />� <br />x <br />CHAIN LINK} <br />V(020 <br />0 <br />1+00 1+ <br />DRIVEWAY DETAIL 2, BEGIN TERMINAL SYSTEM TO BRIDGE BARRIER RAIL Fes... x x TEMPORARY FENCE & GATES <br />SEE SHEET DT --2 BEGIN HMA DIKE (TYPE F) (SEE NOTE 5}. Q (TYPE CHAIN L[NK} <br />RELOCATE (E} IRON GATE RELOCATE (E) FENCE 3+96.18, 14.00 RT (N) FENCE (TYPE IRON) <br />(TYPE IRON) <br />MAINTAIN SIMILAR ANGLE PLAN 3+05 29.5 RT <br />SCALE: 1" = 20' BEGIN RELOCATE FENCE <br />(TYPE IRON) <br />PVI STA = 2+86.92 <br />PVI ELEV = 147.81 <br />A.D. = 1.85% <br />K = 135.24 <br />250' VC <br />LOW POINT STA = 2+02.53 <br />LOW POINT ELEV = 148.13 <br />END TERMINAL SYSTEM <br />BEGIN TRANSITION <br />RAILING (TYPE W13-31) <br />(SEE NOTE 6) <br />ri . <br />F TOE OF FILL <br />1 wei <br />PVI STA = 6+01.17 <br />PVI ELEV = 152.68 <br />A.D. _ -2.45% <br />K = 151.05 <br />370' VC <br />1165 <br />W <br />= <br />160 <br />0� <br />M <br />DETAILS, 5EE STATE REVISED STD PLAN RSP <br />Lnn <br />00 C) <br />HMA <br />OVERSIDE DRAIN <br />O ¢ <br />CW /] <br />A771J4. <br />EP <br />"VR" <br />L() <br />SEE SHEET DU -1 <br />5+,0a <br />7. <br />FOR NEW FENCE TYPE BW DETAILS, SEE <br />• T °� 4+0fl <br />N01 18 22 W �. <br />LINE <br />- <br />- -- - <br />- J� _ <br />155 <br />STATE STD PLAN A86. <br />4 560.00 <br />vi w P G <br />4+44, 29.6' RT <br />Uw <br />� & <br />FOR HMA DIKE DETAILS, SEE STATE REVISED <br />HMA <br />DIKE (TYPE <br />F) <br />D RELOCATE FENCE <br />U U <br />» <br />+ <br />STD PLAN RSP A87B. <br />W W <br />m m <br />NENYiE IRON)--A-LO <br />9. <br />TEMP. FENCES AND TEMP. GATES ARE PAID <br />cc <br />�RETAININGUNDER <br />TEMPORARY FENCE & GATES (TYPE <br />-F F- <br />> <br />CHAIN LINK} <br />- F- ~ <br />� � � <br />Y <br />- - F � <br />ALL F <br />�J <br />- -- <br />- - <br />& <br />LEGEND <br />TOE OF FILL <br />W <br />TERMINAL <br />4+23.06, 14.00' <br />RT <br />J <br />0.15' MAX HMA OVERLAY <br />SYSTEM(TYPE SKT), <br />4+20.05, <br />14.00' <br />RT END TRANSITION <br />RAILING <br />SEE NOTE 2 <br />BEGIN RW <br />(SEE <br />(TYPE WB -31)x <br />(N) FENCE (TYPE BW) <br />3+46.18, 14.00' RT <br />STRUCTURAL PLANS} <br />CONNECT TRANSITION <br />RAILING <br />DRIVEWAY DETAIL 2, BEGIN TERMINAL SYSTEM TO BRIDGE BARRIER RAIL Fes... x x TEMPORARY FENCE & GATES <br />SEE SHEET DT --2 BEGIN HMA DIKE (TYPE F) (SEE NOTE 5}. Q (TYPE CHAIN L[NK} <br />RELOCATE (E} IRON GATE RELOCATE (E) FENCE 3+96.18, 14.00 RT (N) FENCE (TYPE IRON) <br />(TYPE IRON) <br />MAINTAIN SIMILAR ANGLE PLAN 3+05 29.5 RT <br />SCALE: 1" = 20' BEGIN RELOCATE FENCE <br />(TYPE IRON) <br />PVI STA = 2+86.92 <br />PVI ELEV = 147.81 <br />A.D. = 1.85% <br />K = 135.24 <br />250' VC <br />LOW POINT STA = 2+02.53 <br />LOW POINT ELEV = 148.13 <br />END TERMINAL SYSTEM <br />BEGIN TRANSITION <br />RAILING (TYPE W13-31) <br />(SEE NOTE 6) <br />ri . <br />F TOE OF FILL <br />1 wei <br />PVI STA = 6+01.17 <br />PVI ELEV = 152.68 <br />A.D. _ -2.45% <br />K = 151.05 <br />370' VC <br />1165 <br />W <br />= <br />160 <br />0� <br />M <br />L0 <br />Lnn <br />00 C) <br />c6 <br />cn <br />O ¢ <br />n <br />T 0i <br />r 00 <br />CO - <br />W <br />L() <br />+� <br />+� <br />W <br />II <br />,{ <br />co <br />155 <br />�---' <br />vi w P G <br />Uw <br />I!] <br />r <br />U U <br />» <br />U U <br />» <br />LO <br />150 <br />W W <br />m m <br />cc <br />~~Y�f 1.55% } <br />ELEV = 148.19 <br />GRADE BREAK STA = 1+60-00 <br />BEGIN WIDENING <br />2+00 <br />z <br />OG J <br />RECORD CSR WING m <br />wrest <br />14� <br />"ft� waft w" D=WMp $hared vo" <br />2+50 3+00 3+50 4+00 4+50 5+00 <br />,1} d cv a CV <br />ao ao 00 00 c � <br />e4- � cf zt <br />0 <br />CLW w W <br />DATE CHECKED BY DATE VICTORY ROAD BRIDGE No. 29C-467 <br />J. WALKER - REPLACEMENT PROJECT <br />DATE SHEET NAME SCALE OVER LONE TREE CREEK <br />9/19/18 PLAN AND PROFILE AS NOTED FEDERAL PROJECT NO. BRLC-5929(216) <br />c <br />c6 r -- <br />PROFILE - "VR" LINE <br />SCALE: H: 1 " = 20' <br />SCALE: V: 1 " = 5' <br />JNo. C-59724 m <br />C AL <br />rr1 <br />n <br />01 <br />0� <br />M <br />L0 <br />rr7T <br />00 C) <br />c6 <br />O ¢ <br />O � <br />`;fLC) <br />r <br />L() <br />FmujC�. 1 ivll-W4FHo <br />VIY--7 %.-d L- I m Ni I I <br />rn: <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC <br />WORKS BRIDGE DIVISION <br />1810 E. HAZELTON AVENUE <br />STOCKTON, CA 95205 <br />PHONE. (209) 468-3000 <br />FAX: (209) 468-2999 <br />N V 5 <br />BEYOND ENGINEERING <br />2525 HATOMAS PARI[ DRIVE, SUITE 300 SACRAMENTO, CA 95838 <br />916.641.9144 TEL 916.641.9222 FAX WWW.NVS.COM <br />145 <br />140 <br />135 <br />SHEET NO. <br />4 OF 27 <br />Ln <br />c1 <br />0 <br />Q <br />x <br />m <br />4 <br />a <br />Of <br />W <br />a <br />z <br />u <br />w <br />tY <br />i_ <br />