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L% <br />U Ld <br />LTJ Q <br />a p <br />N <br />Ld p <br />J_ J <br />L. n <br />i'. <br />BASES OF SURVEY CONTROL <br />BEARINGS AND DISTANCES SHOWN ARE BASED ON THE NORTH AMERICAN DATUM <br />OF 1983 (NAD83) CONVERTED TO THE CALIFORNIA COORDINATE SYSTEM OF 1983, <br />ZONE 3 (CCS83-III) AS REFERENCED BY AVAILABLE NGS AND CITY OF STOCKTON <br />SURVEY CONTROL MONUMENTS. GRID DISTANCES SHOWN MUST BE MULTIPLIED <br />BY 1.00006613 TO OBTAIN GROUND DISTANCES. ELEVATIONS SHOWN ARE BASED <br />ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AS REFERENCED BY <br />AVAILABLE NGS AND CITY OF STOCKTON BENCHMARKS. UNITS SHOWN ARE BASED <br />ON THE U.S. SURVEY FOOT, 1991.35 EPOCH DATE ADJUSTMENT. A COMPLETE <br />SURVEY CONTROL REPORT IS ON FILE WITH KSN AND THE PRIMARY SURVEY <br />CONTROL NETWORK UTILIZED FOR THIS PROJECT HAS BEEN RECORDED WITH SAN <br />JOAQUIN COUNTY AND FILED IN BOOK 38 OF SURVEYS AT PAGE 119. <br />CONTROL TABLE <br />POINT # <br />NORTHING <br />EASTING <br />ELEVATION <br />DESCRIPTION <br />501 <br />2148130.07 <br />6334890.47 <br />17.30 <br />SET MAGNAIL & SHINER <br />502 <br />2148163.03 <br />6335190.12 <br />17.04 <br />SET MAGNAIL & SHINER <br />503 <br />2148097.95 <br />6335533.33 <br />15.39 <br />SET MAGNAIL & SHINER <br />504 <br />2147980.87 <br />6335898.56 <br />14.82 <br />SET REBAR AND CAP <br />505 <br />2147670.58 <br />6336044.10 <br />16.63 <br />SET MAGNAIL & SHINER <br />506 <br />2147235.08 <br />6336163.99 <br />17.15 <br />SET MAGNAIL & SHINER <br />507 <br />2148067.80 <br />6334910.34 <br />21.27 <br />SET REBAR AND CAP <br />508 <br />2148010.43 <br />6335521.90 <br />16.72 <br />SET REBAR AND CAP <br />509 <br />2147487.99 <br />6335656.57 <br />21.87 <br />SET SCRIBED + <br />GENERAL NOTES: <br />1. THIS SURVEY WAS PERFORMED ON THE GROUND IN APRIL OF 2021 BY KSN, INC. FOR THE <br />MANTHEY ROAD OFF-SITE IMPROVEMENTS PROJECT. <br />2. SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE (PROFESSIONAL LAND <br />SURVEYORS' ACT) PROVIDES DIRECTION FOR THE PROTECTION, REPLACEMENT, AND/OR <br />PERPETUATION OF BOUNDARY, RIGHT OF WAY, AND OTHER SURVEY CONTROL MONUMENTS. <br />IT SHALL BE THE RESPONSIBILITY OF THE GOVERNMENT AGENCY AND OTHERS PERFORMING <br />CONSTRUCTION WORK TO PROVIDE FOR THE RESETTING OR PERPETUATION OF DISTURBED <br />OR DESTROYED MONUMENTS WHICH RESULT FROM CONSTRUCTION OF THE PROJECT. <br />3. REFER TO SPECIAL PROVISIONS SECTION 5-1.36D SURVEY MONUMENTS FOR THE <br />PROTECTION, PERPETUATION, AND/OR REPLACEMENT OF MONUMENTS. <br />FOUND MONUMENTATION <br />POINT # <br />NORTHING <br />EASTING <br />DESCRIPTION <br />44557 <br />2147089.80 <br />6336100.28 <br />FOUND 3/4 INCH IRON PIN WITH PLUG & TACK "PLS 7047" <br />44558 <br />2147116.52 <br />6336123.21 <br />FOUND 3/4 INCH IRON PIN WITH PLUG & TACK "PLS 7047" <br />44559 <br />2147254.70 <br />6336090.00 <br />FOUND 3/4 INCH IRON PIN WITH PLUG & TACK "PLS 7047" <br />44560 <br />2147470.06 <br />6336050.92 <br />FOUND 3/4 INCH IRON PIN WITH PLUG & TACK "PLS 7047" <br />44561 <br />2147469.48 <br />6336048.12 <br />FOUND 3/4 INCH IRON PIN WITH PLUG & TACK "PLS 7047" <br />44562 <br />2147555.03 <br />6336029.14 <br />FOUND 3/4 INCH IRON PIN WITH PLUG & TACK "PLS 7047" <br />44563 <br />2148111.29 <br />6335344.09 <br />FOUND 3/4 INCH IRON PIN WITH PLUG & TACK "PLS 7047" <br />44564 <br />2148120.37 <br />6334611.33 <br />FOUND 3/4 INCH IRON PIN WITH PLUG & TACK "PLS 7047" <br />44565 <br />2148122.80 <br />6334576.07 <br />FOUND 3/4 INCH IRON PIN WITH PLUG & TACK "PLS 7047" <br />