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<br />MRO ENGINEERS INC. AND COUNTY OF SAN
<br />CURVE DATA JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NOT
<br />BE RESPONSIBLE FOR THE ACCURACY OR
<br />CURVE LENGTH RADIUS DELTA TANGENT BC STATION OFFSET EC STATION OFFSET COMPLETENESS OF ELECTRONIC COPIES OF THIS
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<br />Q 60+70.22 2,183,164.90 6,340,168.66 CONCRETE DECK WITH POLYESTER
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<br />MUST BE INSTALLED AS FIRST ORDER OF WORK BEFORE EQUIPMENT CONCRETE OVERLAY INSTALL TEST LEVEL III IMPACT ATTENUATING SYSTEM (QUADGUARD SYSTEM OR EQUAL)
<br />IS STAGE AND BEFORE ANY GROUND DISTURBANCE. USE HIGH VISIBILITY AC SURFACE PER MANUFACTURER'S SPECIFICATIONS.
<br />BASIS-1.01F BEARINGS ORANGE SILT FENCING AT LEAST 3-FOOT-TALL/WIDE. EXACT DELINEATION
<br />THIS SURVEY IS BASED UPON THE CITY OF STOCKTON CONTROL TO BE DETERMINED BY BIOLOGIST. A a CONCRETE SIDEWALK 0 STA 67+73.92 37.29 LT
<br />POINTS 402 AND 403 AS SHOWN ON THE RECORD OF SURVEY INSTALL TEST LEVEL III IMPACT ATTENUATING SYSTEM (QUADGUARD SYSTEM OR EQUAL)
<br />FILED IN BOOK 35 OF SURVEYS, AT PAGE 5. 2. FENCING SHOULD BE INSTALLED NO MORE THAN 50 FEET UPSTREAM �\\\� CONCRETE APPROACH SLAB PER MANUFACTURER'S SPECIFICATIONS.
<br />AND DOWNSTREAM FROM THE EDGE OF BRIDGE AND ROADWAY TO
<br />IDENTIFY THE PERMITTED WORK AREA.
<br />N BENCH MARK 3 STA s4+71.00
<br />o SLURRY SEAL CONSTRUCT 10'X5' CONCRETE SIDEWALK RAMP AT 8.3395 MAX. GRADE.
<br />o CITY OF STOCKTON BENCH MARK # 403, BRASS DISK IN 3. ALL EQUIPMENT AND MATERIAL MUST BE MOVED ABOVE THE////� REMOVE (E) AC PAVEMENT
<br />N MONUMENT WELL STAMPED "14S-3", LS 6670 LOCATED AT EDGE FLOODPLAIN DAILY. ® STA 67+73.92
<br />OF PAVEMENT OF WILSON WAY 50'i SOUTH OF THE DEPARTMENT _ T-__._____ CONSTRUCT 10'X5' CONCRETE SIDEWALK RAMP AT 8.339E MAX. GRADE.
<br />OF FISH AND GAME OFFICE. ----- TELEPHONE
<br />ELEVATION= 26.97 FEET.
<br />3 _ __.____ ,�, ______ WATER
<br />5Q STA 67+73.92
<br />0 HIGH VISIBILITY CONSTRUCT 10'X5' CONCRETE SIDEWALK RAMP AT 8.339E MAX. GRADE.
<br />o ORANGE SILT FENCE __.___ _.______ GAS
<br />N © STA 64+80.00
<br />o TO WORK - - - E - -- PG&E / ELECTRICAL CONSTRUCT 10'X5' CONCRETE SIDEWALK RAMP AT 8.339E MAX. GRADE.
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<br />M WILSON WAY BRIDGE NO.29C-048 REHABILITATION M R ® MRO Engineers, Inc. SHEET N0.
<br />g2202 Plaza Drive F=11II1LJI11III111l.IFIIIIi11IJin mII III111YIi YlIm III Jnn 11W11lY IJaY. o
<br />Z COUNTY OF SAN JOA UINACROSS STOC KTO N DIVERTING CANAL Rocklin, CA 95765 Y�cta S. s�nadays, 2 °D
<br />Phone (916) 783-3838 � No �3822 � a
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