RECORD OF SURVEY 37-179 - Laserfiche WebLink

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37dw-1 d7 1 23 4 5 6 REFERENCES: 7 8 9 1 1 MONUMENT NORTHING EASTING DESCRIPTION NUMBER 1 2155502.15 6364362.85 FOUND CITY OF STOCKTON BRASS DISK 326, STAMPED "11S-4 LS 4334". IN MONUMENT BOX. 2 2152853.24 6364359.87 FOUND BOLT AND WASHER IN MONUMENT BOX. NO MARKING. RECORD 0 _F SURVEY 3 2151935.17 6364377.19 FOUND 5/8 INCH REBAR AND CAP STAMPED "CONDOR LS 7698" IN MONUMENT BOX. A BEING A PORTION OF SECTIONS 23, 26, AND 271 4 2150207.08 6364380.24 FOUND CITY OF STOCKTON BRASS DISK 339, STAMPED "11S-8 LS 4334" IN MONUMENT BOX, TOWNSHIP 1 NORTH RANGE 7 EAST MOUNT DIABLO A 5 2151944.18 6366590.07 FOUND 5/8 INCH REBAR AND CAP STAMPED "CONDOR LS 7698" IN MONUMENT BOX. BASE & MERIDIAN, AND SECTION 80 OF THE C.M. 6 2151882.44 6366773.59 FOUND 5/8 INCH REBAR AND CAP STAMPED "CONDOR LS 7698" IN MONUMENT BOX. WEBER GRANT, EL RANCHO DEL CAMPO DE LOS FRANCESES, SAN JOAQUIN COUNTY, CALIFORNIA 7 2155512.66 6366984.84 FOUND 5/8 INCH IRON PIPE WITH YELLOW CAP. STAMPING ILLEGIBLE. NO TAG. NO REFERENCE, PREPARED BY: 8 2155532.96 6366985.07 FOUND 1 INCH IRON PIPE WITH YELLOW CAP. STAMPING ILLEGIBLE. KJELDSEN, SINNOCK & NEUDECK, INC. 9 2155585.40 6365304.08 FOUND 1 -1 /2 INCH IRON PIPE. NO TAG. CIVIL ENGINEERS & LAND SURVEYORS 10 2155482.73 6364479.47 FOUND 5/8 INCH REBAR AND CAP STAMPED "CONDOR LS 7698". STOCKTON, CALIFORNIA SEPTEMBER, 2011 B 11 2155482.25 6364389.29 FOUND 5/8 INCH REBAR AND CAP STAMPED "CONDOR LS 7698". 12 2155422.64 6364363.28 FOUND 5/8 INCH REBAR AND CAP STAMPED "CONDOR LS 7698". B 13 2156217.13 6365298.32 FOUND 1 -1 /2 INCH IRON PIPE. NO TAG. 14 2152875.36 6369616.07 FOUND RAILROAD SPIKE. NO RECORD. 17 2153216.97 6367602.11 FOUND 1 -1 /2 INCH IRON PIPE TAGGED "RCE 1014". 18 2153179.32 6367653.13 FOUND 1 -1 /2 INCH IRON PIPE TAGGED "RCE 1014". 19 2152853.80 6364375.52 FOUND 5/8 INCH REBAR WITH YELLOW CAP. ILLEGIBLE. IN MONUMENT BOX. 20 2152853.24 6361684.64 FOUND 1 -1 /2 INCH ALUMINUM DISK STAMPED IS 7089" IN MONUMENT BOX. C 21 2152852.61 6359067.90 1 FOU �� ►� ND CITY OF STOCKTON BRASS DISK 329, STAMPED 1 1 S-6 LS 4334 IN MONUMENT BOX. C D REFERENCES: SURVEYOR'S NOTES: SURVEYOR NOTE #5 SURVEYOR NOTE #7 D OWN ON R08 AND R18: R08 SHOWS KAISER ROAD ABANDONMENT AND CUL-DE-SAC: AS P R01: CR 08-181 SURVEYOR NOTE �1: PROPOSED RIGHT-OF-WAY SHART OF THE A 0.30 ACRE PARCEL OF PROPOSED RIGHT-OF-WAY FOR CONSTRUCTION OF THE BNSF CARGO TRANSFER FACILITY KAISER FIELD SURVEYS: FIELD SURVEYS FOR THIS PROJECT WERE MARIPOSA ROAD. (SEE DETAIL "B"ON R08.) R18 SHOWS A 0.40 ROAD WAS TERMINATED NORTH OF THE BNSF RAILROAD. A R02: MP 11-106 CONDUCTED IN THE FALL OF 2010 AND THE SPRING OF 2011. RTK CPS SURVEYING METHODS WERE PERFORMED DURING FIELD ACRE PARCEL OF PROPOSED RIGHT-OF-WAY FOR MARIPOSA ROAD. CUL-DE-SAC WAS CONSTRUCTED AT THIS LOCATION. KSN LOCATED R03: PM 16-056 SURVEYS USING TRIMBLE 4800, TRIMBLE 5700, TRIMBLE 5800, AND (SEE DETAIL "C"ON R18.) AT THE TIME THIS SURVEY WAS A DEED THAT CONVEYED THE RIGHT-OF-WAY FOR THE TRIMBLE R8 GPS RECEIVERS. KSN POINT #502 WAS USED AS A PREPARED KSN FOUND NO INDICATION THAT ANY PORTION OF CUL-DE-SAC TO BNSF. THIS DEED WAS RECORDED AS IN R04: RS 11-182 RTK GPS BASE POINT. GPS BASELINE PROCESSING WAS DONE IN THESE PARCELS HAD BEEN CONVEYED TO THE CITY AND COUNTY 99028325. AT THE TIME THIS SURVEY WAS PREPARED KSN FOUND TRIMBLE GEOMATICS OFFICE AND TRIMBLE BUSINESS CENTER. FOR RIGHT-OF-WAY PURPOSES. NO INDICATION THAT THIS CUL-DE-SAC RIGHT-OF-WAY HAD BEEN R05: RS 32-96 CONVEYED TO THE COUNTY FOR ROAD RIGHT-OF-WAY PURPOSES. E SURVEYOR NOTE #2: SURVEYOR NOTE #6 THE PORTION OF THE KAISER ROAD RIGHT-OF-WAY SOUTH OF THE R06: RS 33-20 PARCELS ACQUIRED BY BNSF FOR GRADE SEPARATION RAILROAD RIGHT-OF-WAY: AS PART OF ITS WORK FOR THIS CUL-DE-SAC AND WITHIN THE NEW CARGO TRANSFER FACILITY E RIGHT-OF-WAY: BNSF ACQUIRED THE PARCELS IDENTIFIED AS APN PROJECT KSN OBTAINED RAILROAD RIGHT-OF-WAY MAPS FOR THE WAS TO BE ABANDONED BY SAN JOAQUIN COUNTY. SAN JOAQUIN R07: RS 35-34 179-220-29, APN 181-100-08, AND APN 181-090-28 TO BNSF RAILROAD RUNNING IN A GENERAL COUNTY IS IN POSSESSION OF A LAND DESCRIPTION PREPARED FOR PROVIDE RIGHT-OF-WAY FOR THE BNSF RAILROAD AND MARIPOSA NORTHWESTERLY/SOUTHEASTERLY DIRECTION THROUGH THE THIS ABANDONMENT, BUT THE ABANDONMENT HAS NOT YET BEEN R08: RS 35-35 ROAD GRADE SEPARATION PROJECT. AT THE TIME THIS SURVEY PROJECT AREA. USING INFORMATION SHOWN ON THESE MAPS KSN OFFICIALLY COMPLETED. KSN WAS UNABLE TO OBTAIN A COPY OF WAS PREPARED KSN FOUND NO INDICATION THAT ANY PORTION OF WAS ABLE TO LOCATE GRANT DEEDS FOR THE RAILROAD THE LAND ABANDONMENT FROM SAN JOAQUIN COUNTY AS PART R09: RS 35-38 THESE PARCELS HAD BEEN CONVEYED TO THE CITY AND COUNTY RIGHT-OF-WAY. (SEE R11 TO R16.) THE LAND DESCRIPTIONS IN OF ITS WORK ON THIS SURVEY. (THE COUNTY INDICATED THE FOR ROAD RIGHT-OF-WAY PURPOSES. THESE GRANT DEEDS DO NOT CONTAIN BEARINGS AND DISTANCES ABANDONMENT HAS NOT BEEN FINALIZED AT THE TIME THIS R10: RS 37-18 OR CALLS TO PROPERTY CORNER MONUMENTS. THEY REFERENCE SURVEY WAS PREPARED. SURVEYOR NOTE #.3: EXISTING OR SURVEYED RAILROAD CENTERLINES AND PLSS OR R11: A 83-637 ARCH ROAD CENTERLINE MONUMENTS: KSN FOUND NO RECORD CMWG SECTION LINES. ON R09 THE LAND SURVEYOR LOCATED THE SURVEYOR A E NUM REFERENCE FOR MON 8c PC 20, WHICH IS NOT THE MONUMENT RAILROAD WITH BEARING AND DISTANCE TIES EITHER DIRECTLY OR THERE ARE A NUMBER OF CONFLICTS IN THE RECORD DATA R12: A 87-1 MARKING THE CENTER Y4SECTION CORNER OF SECTION 27, T1 N, INDIRECTLY TO FOUND PROPERTY CORNER MONUMENTS. HOWEVER, CONTAINED IN THE DOCUMENTS RECORDED AS OR 1083-294, OR F R7E, MOUNT DIABLO BASELINE AND MERIDIAN, THE SAN JOAQUIN THE METHOD USED TO ESTABLISH THE LOCATION OF THIS RAILROAD 3849-135, IN 96112954, AND RS 35-38. EXAMINE THE BEARING, R13: A 87-4 COUNTY SURVEYOR INDICATED KIER AND WRIGHT HAD A RECORD RIGHT-OF-WAY IS NOT EXPLAINED ON THE SURVEY. KSN DISTANCE, AND CURVE DATA IN EACH DOCUMENT FOR MORE OF SURVEY SHOWING THE ORIGIN OF THIS MONUMENT IN FOR CALCULATED THE POSITION OF THE RAILROAD RIGHT-OF-WAY INFORMATION ON THE INDIVIDUAL CONFLICTS. R14: A 87-7 REVIEW. THIS RECORD OF SURVEY UNDER REVIEW WAS IDENTIFIED BASED ON RECORD DATA FROM R09 AND THE FIELD SURVEYED ON THIS SURVEY AS R21. RECORD DISTANCES FROM R21 WERE LOCATIONS FOR MON 1 AND MON 3 AND COMPARED IT TO THE SURVEYOR NOTE #9 PROVIDED BY THE COUNTY SURVEYOR. R15: A 87-26 POSITIONS OF MON 17 AND MON 18, WHICH WERE SET ON THE IF THE QUADRANT OF THE BEARING OF THE LINE COMMON TO THE RAILROAD RIGHT-OF-WAY PER R02. SEE DETAIL 3-1 FOR THIS PARCELS DESCRIBED IN DN 2003-079581 AND DN 2004-053393 R16: A 87-34 SURVEYOR NOTE #4: SURVEY FOR MORE INFORMATION. IS SWITCHED FROM SOUTHWEST TO NORTHWEST THE MATHEMATICAL BURNHAM ROAD RIGHT-OF-WAY: KSN FOUND NO RECORD CLOSURE ERROR FOR BOTH PARCELS IS REDUCED FROM G R17: RS 36-104 DOCUMENTS IN ITS RESEARCH FOR THIS PROJECT INDICATING THAT APPROXIMATELY 0.70 OFA FOOT TO 0.01 OFA FOOT. THE RIGHT-OF-WAY FOR BURNHAM ROAD AS SHOWN ON R09 WAS G R18: RS 35-32 CONVEYED TO SAN JOAQUIN COUNTY AT THE TIME THIS SURVEY WAS PREPARED, BURNHAM ROAD WAS IMPROVED ON THE GROUND R19: RS 35-5 AT THE TIME OF THIS SURVEY. R20: OR 2266-588 R21: RS 37-160 SHEET 5 OF 5 1 2 3 4 5 6 7 8 9 10 11 31-