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<br />MRO ENGINEERS INC. AND COUNTY OF SAN y i
<br />JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NOT-----cj
<br />BE RESPONSIBLE FOR THE ACCURACY OR
<br />COMPLETENESS OF ELECTRONIC COPIES OF THIS
<br />PLAN SHEET.
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<br />HYDROLOGIC SUMMARY
<br />FOUNDATION PLAN
<br />SCALE: I" = 20'
<br />BENCH MARK
<br />NOTES:
<br />LEGEND
<br />E CITY OF STOCKTON BENCH MARK # 403, BRASS DISK IN 1. FOR PILE SPACING AT ABUTMENTS 1 & 9, SEE
<br />DESIGN FLOOD/BASE FLOOD MONUMENT WELL STAMPED "14S-3", LS 6670 LOCATED AT "ABUTMENT LAYOUT" SHEET. - - INDICATES EXISTING STRUCTURE
<br />Lino WILSON WAY AND THE DEPARTMENT OF FISH AND GAME OFFICE.
<br />i ELEVATION= 26.97 FEET. 2. TOPOGRAPHIC SURVEY AND INFORMATION PROVIDED O INDICATES 2"1 CIDH PILE
<br />o FREQUENCY 100 yr BY SIEGFRIED ENGINEERING, INC.
<br />N 3. CONTRACTOR SHALL VERIFY ALL TOPOGRAPHIC INDICATES EXISTING TELEPHONE LINE
<br />N DISCHARGE 14,871 cfs DATUM INFORMATION BEFORE START OF WORK.
<br />- E - - INDICATES EXISTING ELECTRIC LINE
<br />WATER SURFACE 4. FOR ADDITIONAL DETAILS ON BENTS, SEE "BENT
<br />01,
<br />3.1 ELEVATION AT BRIDGE 27.39 ft DETAILS" SHEET. ------- w; --- - INDICATES EXISTING WATER LINE
<br />a
<br />5. EXISTING TELEPHONE LINE IS IN THE EXISTING
<br />m STRUCTURE.
<br />FLOODPLAIN DATA ARE BASED UPON INFORMATION AVAILABLE WHEN THE PLANS WERE PREPARED
<br />0° 6. EXISTING ELECTRIC LINE IS HUNG BELOW EXISTING
<br />N AND ARE SHOWN TO MEET FEDERAL REQUIREMENTS. THE ACCURACY OF SAID INFORMATION IS NOT z
<br />Cq WARRANTED BY THE COUNTY OR MRO ENGINEERS, INC. INTERESTED OF AFFECTED PARTIES SHOULD STRUCTURE.
<br />Q
<br />z MAKE THIER OWN INVESTIGATION.
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<br />3 THE CONTRACTOR SHAD_ VERIFY ALL CONTROLLINGv
<br />FIELD DIMENSIONS BEFORE ORDERING OR c°'v
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<br />1`1MRO Engineers, Inc. E o , SHEET NO.
<br />CA WILSON WAY BRIDGE NO.29C-Q418 REHABILITATION M R 0% 2202 Plaza Drive Q -o
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<br />OQ UINANAL Rocklin, CA 95765 , z 1 m
<br />-COUNTYOFSANJOA ACROSS STOCKTON DIVERTING C Phone (916) 783-3838 Ronald
<br />2'69t FOUNDATION PLAN
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