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E <br />0- <br />C14 <br />O <br />0 <br />0 <br />N <br />0 <br />0 <br />3 <br />0 <br />r <br />N <br />0 <br />0 <br />w <br />W <br />N <br />O <br />i <br />Ln <br />N <br />to <br />0 <br />N <br />/ <br />0 <br />Z <br />Y <br />X <br />O <br />/ <br />0 <br />L <br />m <br />T <br />O <br />C <br />O <br />L0 <br />N <br />M <br />0 <br />N <br />0 <br />O <br />N <br />1-1 <br />II <br />C U RVE DATA <br />CURVE <br />LENGTH <br />RADIUS <br />DELTA <br />TANGENT <br />BC STATION <br />OFFSET <br />EC STATION <br />OFFSET <br />2,183,788.73 <br />70.40 <br />70.00 <br />57'37'23- <br />38.50 <br />1+16.10 <br />0.00 <br />1+86.50 <br />0.00 <br />B DMATCHING (E) <br />41.95 <br />60.00 <br />40'03' 19" <br />21.87 <br />3+36.68 <br />0.00 <br />3+78.63 <br />0.00 <br />C <br />17.57 <br />156.00 <br />06'27'07" <br />8.79 <br />3+78.63 <br />0.00 <br />3+96.19 <br />0.00 <br />QD <br />30.11 <br />150.00 <br />11'29'59" <br />15.10 <br />3+78.63 <br />6.00 LT <br />68+35.26* <br />37.00 LT <br />16.10 <br />106.00 <br />8'42'14" <br />8.07 <br />64+25.12 * <br />37.47 RT <br />1+16.110 <br />0.00 <br />CONTROL POINTS <br />POINT <br />NORTHING <br />EASTING <br />DESCRIPTION <br />2,183,164.90 <br />2,183,404.30 <br />6,340,277.18 <br />SURVEY MARKER NAIL <br />6,340,614.40 <br />2,183,788.73 <br />6,340,520.18 <br />REBAR X" <br />60+70.22 61+00 <br />- i- <br />1 <br />F 4 <br />(C) <br />- Sta. 6041-8� <br />Ex i, <br />Nz <br />w <br />o�W <br />1 <br />+(n a <br />\ r - <br />(DZ Q <br />\ W Lj <br />^ <br />(n m 'Z. <br />HORIZONTAL CONTROL <br />PO <br />Z <br />ujmww <br />* 0 in - <br />WILSON WAY STATIQNING ^ Q L_ <br />a- a_ o Z <br />U O <br />YoQOa <br />w w Map <br />.�toz uj <br />�3WW <br />cn v� m <br />I <br />WILSgN WAY <br />OF CONSTRUCTION <br />62+00 N24'22'53"E A +00 <br />POINT STATION <br />NORTHING <br />EASTING <br />0 60+70.22 <br />2,183,164.90 <br />6,340,168.66 <br />0 71+50.00 <br />2,184,148.38 <br />6,340,614.40 <br />BASIS OF BEARINGS <br />THIS SURVEY IS BASED UPON THE CITY OF STOCKTON CONTROL <br />POINTS 402 AND 403 AS SHOWN ON THE RECORD OF SURVEY <br />FILED IN BOOK 35 OF SURVEYS, AT PAGE 5. <br />BENCH MARK <br />CITY OF STOCKTON BENCH MARK # 403, BRASS DISK IN <br />MONUMENT WELL STAMPED "14S-3", LS 6670 LOCATED AT EDGE <br />OF PAVEMENT OF WILSON WAY 50'f SOUTH OF THE DEPARTMENT <br />OF FISH AND GAME OFFICE. <br />ELEVATION= 26.97 FEET. <br />900.00 <br />STA 64+71.00 <br />� STA 1 +00.00 END PAVING CONFORM <br />SOUTH ACCESS ROAD = R=2 <br />STA 64+25.12 37.47 RT <br />WILSON WAY 7 <br />STA 64+09.80 37.00 RT <br />SAWCUT (E) AC DIKE <br />MATCHING (E) AC <br />PAVEMENT <br />I <br />I <br />I <br />(E) PL <br />I <br />_ L y <br />X : <br />A <br />�Q <br />SOUTH x,°"' 4\_` <br />ACCESS <br />ROAD <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />M. KENDALL 1/06/2006 T. KHOU 1/06/2006 V. SUNADA 1/06/2006 <br />w ;at .2/0 4960 .e �-';(_C� <br />STA 1+86. <br />CONFORM TO O <br />N o <br />(E) AC PAVEMENT + <br />N <br />W <br />- <br />D <br />D <br />NI <br />N <br />65+('B 66+00 D ° D° ° D° 67,+00 D D <br />EB STA 64+81 00 D ° D ° p D D D ° E8 STA> 67+63.92 <br />_;'?p <br />n D <br />� os <br />NAD nj <br />M p O ° ° D D p D ° D M <br />° D <br />p ° v D <br />LJ <br />Z M <br />�a 3 <br />9 m <br />W W <br />EP TOP OF <br />CUT m <br />I <br />I <br />STA 64+72.66F134.30 RT i <br />EGIN ESA' FENCING <br />(SEE DETAILS ELOW) <br />PLAN <br />SCALE: 1 "=30' I <br />NOTES: <br />1. EXCLUSIONARY FENCE FOR ENVIRONMENTAL SENSITIVE AREAS(S) (ESA) <br />MUST BE INSTALLED AS FIRST ORDER OF WORK BEFORE EQUIPMENT <br />IS STAGE AND BEFORE ANY GROUND DISTURBANCE. USE HIGH VISIBILITY <br />ORANGE SILT FENCING AT LEAST 3-FOOT-TALL/WIDE. EXACT DELINEATION <br />TO BE DETERMINED BY BIOLOGIST. <br />2. FENCING SHOULD BE INSTALLED NO MORE THAN 50 FEET UPSTREAM <br />AND DOWNSTREAM FROM THE EDGE OF BRIDGE AND ROADWAY TO <br />IDENTIFY THE PERMITTED WORK AREA. <br />3. ALL EQUIPMENT AND MATERIAL MUST BE MOVED ABOVE THE <br />FLOODPLAIN DAILY. <br />HIGH VISIBILITY <br />ORANGE SILT FENCE <br />TO WORK <br />ZONE <br />3.00' OG <br />NATIVE �� 4"-8" SILT FABRIC <br />BACKFILL PENETRATION INTO <br />EXISTING GROUND <br />EXCLUSIONARY FENCING DETAILS <br />NTS <br />WILSON WAY BRIDGE NO. 29C-048 REHABILITATION <br />ACROSS STOCKTON DIVERTING CANAL <br />SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE <br />LEGENDS <br />LA STA 3' 16.15 <br />CONCRETE DECK WITH POLYESTER <br />$ CONFORM TO (E) 91 <br />CONCRETE OVERLAY <br />6' 6, GRAVEL ROAD �> R'�1 <br />STA 67+61.41 120.67 LT / <br />NORTH <br />°� ACCESS <br />a <br />o <br />ROAD <br />END ESA FENCING <br />_ X Q <br />CONCRETE APPROACH SLAB <br />^ <br />w <br />(J�,°SAWCUT E AC DIKE <br />\'x <br />AC <br />mIx Q U 3 <br />B DMATCHING (E) <br />Ix a. <br />U �Z <br />W <br />+N <br />Q +> <br />u ^ <br />M <br />W <br />04 <br />�� <br />m <br /><Qow3 <br />8 <br />4 NORTH ACCESS ROAD = <br />w <br />ON Q <br />O in <br />V I <br />REMOVE (E) TREE (BY OTHERS) <br />0 <br />EXCLUSIONARY FENCING <br />n <br />68+00 69+00 <br />(HIGH VISIBILITY ORANGE <br />WJ <br />SILT FENCING). EXACT DELINEATION <br />_Z <br />EGR <br />r` Q <br />� <br />W <br />TOE OF <br />*�^ <br />(° w <br />0Z <br />e-1 <br />w <br />0ZJ <br />�o <br />FILL <br />Q� <br />O <br />+ <br />�m <br />`° <br />w <br />X z <br />UW <br />�?v <br />u umu) <br />Z <br />3 <br />V)Ld <br />< <br />I <br />I <br />Wo <br />Ixwg <br />mcna. <br />N <br />STA 1+86. <br />CONFORM TO O <br />N o <br />(E) AC PAVEMENT + <br />N <br />W <br />- <br />D <br />D <br />NI <br />N <br />65+('B 66+00 D ° D° ° D° 67,+00 D D <br />EB STA 64+81 00 D ° D ° p D D D ° E8 STA> 67+63.92 <br />_;'?p <br />n D <br />� os <br />NAD nj <br />M p O ° ° D D p D ° D M <br />° D <br />p ° v D <br />LJ <br />Z M <br />�a 3 <br />9 m <br />W W <br />EP TOP OF <br />CUT m <br />I <br />I <br />STA 64+72.66F134.30 RT i <br />EGIN ESA' FENCING <br />(SEE DETAILS ELOW) <br />PLAN <br />SCALE: 1 "=30' I <br />NOTES: <br />1. EXCLUSIONARY FENCE FOR ENVIRONMENTAL SENSITIVE AREAS(S) (ESA) <br />MUST BE INSTALLED AS FIRST ORDER OF WORK BEFORE EQUIPMENT <br />IS STAGE AND BEFORE ANY GROUND DISTURBANCE. USE HIGH VISIBILITY <br />ORANGE SILT FENCING AT LEAST 3-FOOT-TALL/WIDE. EXACT DELINEATION <br />TO BE DETERMINED BY BIOLOGIST. <br />2. FENCING SHOULD BE INSTALLED NO MORE THAN 50 FEET UPSTREAM <br />AND DOWNSTREAM FROM THE EDGE OF BRIDGE AND ROADWAY TO <br />IDENTIFY THE PERMITTED WORK AREA. <br />3. ALL EQUIPMENT AND MATERIAL MUST BE MOVED ABOVE THE <br />FLOODPLAIN DAILY. <br />HIGH VISIBILITY <br />ORANGE SILT FENCE <br />TO WORK <br />ZONE <br />3.00' OG <br />NATIVE �� 4"-8" SILT FABRIC <br />BACKFILL PENETRATION INTO <br />EXISTING GROUND <br />EXCLUSIONARY FENCING DETAILS <br />NTS <br />WILSON WAY BRIDGE NO. 29C-048 REHABILITATION <br />ACROSS STOCKTON DIVERTING CANAL <br />SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE <br />LEGENDS <br />LA STA 3' 16.15 <br />CONCRETE DECK WITH POLYESTER <br />$ CONFORM TO (E) 91 <br />CONCRETE OVERLAY <br />6' 6, GRAVEL ROAD �> R'�1 <br />Li Z <br />NORTH <br />°� ACCESS <br />a <br />o <br />ROAD <br />0NLJ <br />Q Y d <br />a <br />_ X Q <br />CONCRETE APPROACH SLAB <br />STA 68+35.26 37.00 LT w <br />w <br />(J�,°SAWCUT E AC DIKE <br />\'x <br />AC <br />mIx Q U 3 <br />B DMATCHING (E) <br />Ix a. <br />U �Z <br />2 PAVEMENT <br />+N <br />Q +> <br />u ^ <br />(0 <br />Z w(0 <br />C STA3 96.19 <br /><Qow3 <br />8 <br />4 NORTH ACCESS ROAD = <br />w <br />R=2 STA 68+120.51 37.00 LT <br />O in <br />- WILSON AY <br />REMOVE (E) TREE (BY OTHERS) <br />OF CONSTRUCTION <br />EXCLUSIONARY FENCING <br />n <br />68+00 69+00 <br />(HIGH VISIBILITY ORANGE <br />STA 67+73.92 <br />SILT FENCING). EXACT DELINEATION <br />BEGIN PAVING CONFORM <br />TO BE DETERMINED BY BIOLOGIST <br />STA 67+55.74 114.08 RT <br />a a <br />CONCRETE DECK WITH POLYESTER <br />M <br />CONCRETE OVERLAY <br />Li Z <br />wW <br />CONCRETE SIDEWALK <br />-Q'W <br />w <br />0NLJ <br />Q Y d <br />a <br />CONCRETE APPROACH SLAB <br />Z O D <br />N} <br />Q NOU <br />mIx Q U 3 <br />^0 <br />Ix a. <br />U �Z <br />0 _� <br /><� j <br />+N <br />Q +> <br />u ^ <br />(0 <br />Z w(0 <br /><Qow3 <br />w <br />N <br />O in <br />-, 0) <br />STA 67+55.74 114.08 RT <br />a a <br />CONCRETE DECK WITH POLYESTER <br />CONCRETE OVERLAY <br />AC SURFACE <br />CONCRETE SIDEWALK <br />CONCRETE APPROACH SLAB <br />SLURRY SEAL <br />REMOVE (E) AC PAVEMENT <br />TELEPHONE <br />WATER <br />GAS <br />- - - t <br />PG&E / ELECTRICAL <br />REMOVE (E) TREE (BY OTHERS) <br />13 0 <br />EXCLUSIONARY FENCING <br />(HIGH VISIBILITY ORANGE <br />SILT FENCING). EXACT DELINEATION <br />TO BE DETERMINED BY BIOLOGIST <br />SEASONAL WETLAND <br />M R O MRO Engineers, Inc. <br />2202 Plaza Drive <br />Rocklin, CA 95765 <br />Phone (916) 783-3838 <br />Fax (916) 783-5003 <br />www.mroengineers.com <br />ENGINEERING - PLANNING - SURVEYING <br />MRO ENGINEERS INC. AND COUNTY OF SAN <br />JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NOT <br />BE RESPONSIBLE FOR THE ACCURACY OR <br />COMPLETENESS OF ELECTRONIC COPIES OF THIS <br />PLAN SHEET. <br />71+00 <br />LL_ <br />0 <br />J � <br />Z <br />NV) W <br />w <br />'t <br />r, N Q <br />0 <br />NLJ <br />Zv <br />CONSTRUCTION NOTES: <br />a STA 64+71.00 37.29 RT <br />INSTALL TEST LEVEL III IMPACT ATTENUATING SYSTEM (QUADGUARD SYSTEM OR EQUAL) <br />PER MANUFACTURER'S SPECIFICATIONS. <br />a STA 67+73.92 37.29 LT <br />INSTALL TEST LEVEL III IMPACT ATTENUATING SYSTEM (QUADGUARD SYSTEM OR EQUAL) <br />PER MANUFACTURER'S SPECIFICATIONS. <br />❑3 STA 64+71.00 <br />CONSTRUCT 10'X5' CONCRETE SIDEWALK RAMP AT 8.33% MAX. GRADE. <br />® STA 67+73.92 <br />CONSTRUCT 10'X5' CONCRETE SIDEWALK RAMP AT 8.33% MAX. GRADE. <br />STA 67+73.92 <br />CONSTRUCT 10'X5' CONCRETE SIDEWALK RAMP AT 8.33% MAX. GRADE. <br />l6 STA 64+80.00 <br />CONSTRUCT 10'X5' CONCRETE SIDEWALK RAMP AT 8.33% MAX. GRADE. <br />REMOVE (E) AC DIKE STA 64+09.80 37.00 RT TO STA 64+71.00 37.00 RT. <br />® REMOVE (E) AC DIKE STA 67+73.92 37.00 LT TO STA 68+35.26 37.00 LT. <br />[9 REMOVE AND RELOCATE (E) BOLLARDS AS DIRECTED BY THE ENO-INEER. <br />10 REMOVE AND RELOCATE (E) METAL GATE AS DIRECTED BY THE ENGINEER. <br />11 REMOVE (E) METAL BEAM GUARD RAIL. <br />�2 REMOVE (E) PAVEMENT UNDER NEW SOUTH ACCESS ROAD. <br />�4-- <br />Victor S. Sunada <br />No. C063822 <br />* EXP. 09/30/06 <br />�9l civ► �� <br />\\�F CAS F H. <br />GRADING PLAN <br />SHEET NO. <br />2 <br />OF <br />22 <br />