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31 • I � vw* 1 2 3 4 5 6 7 g g 10 SURVEYOR NOTE 1 SURVEYOR NOTE 5 RECORD OF SURVEY PURPOSE OF SURVEY: THE FIRST PURPOSE OF THIS SURVEY IS TO KSN ALSO LOCATED SEVERAL NEW MONUMENT WELLS THAT HAD BEEN ESTABLISH THE BOUNDARIES OF THE TWO LEASE PARCELS DESCRIBED IN PLACED AT THE CENTERLINE OF AUSTIN ROAD DURING A RECENT BEING A PORTION OF SECTION 23, THE DOCUMENT RECORDED AS INSTRUMENT NUMBER 91047604 AND TO PAVING/RESURFACING PROJECT, ALSO SHOWN ON CORNER RECORDS TOWNSHIP 1 SOUTH, RANGE 7 EAST, A SHOW THE LOCATION OF THE PROPERTY CORNER MONUMENTS KSN SET 08-176 THRU 08-179. WOODEN HUB AND TACKS HAD BEEN PLACED IN MOUNT DIABLO BASE AND MERIDIAN, A TO MARK THE LOCATION OF THESE BOUNDARIES ON THE GROUND. THE MONUMENT WELLS. NO LICENSED SURVEYOR OR REGISTERED CIVIL SAN JOAQUIN COUNTY, CALIFORNIA. ENGINEER LICENSE NUMBER OR NAME HAD BEEN MARKED ON THE HUBS. THE SECOND PURPOSE OF THIS SURVEY IS TO SHOW THE ELEMENTS OF THE HUBS SHOWED EVIDENCE OF FUNGUS AND ROT. NO REFERENCE PLSS SECTION 23 AND SURROUNDING SECTIONS THAT KSN INVESTIGATED POINTS OR MARKS WERE SET IN THE PAVED SURFACE THAT COULD BE: PREPARED BY: AND/OR ESTABLISHED TO VERIFY AND ACCEPT THE FOLLOWING THREE (3) USED TO REPLACE THE HUB AND TACKS. KSN CONTACTED THE GLO ELEMENTS OF THE PLSS CONTROLLING THE LOCATION OF THE LEASE REGARDING THE NEED TO REPLACE THE HUB AND TACKS WITH PARCELS: PERMANENT AND PROPERLY MARKED PROPERTY CORNER MONUMENTS. KJELDSEN , SNNOCK & NEUDECK INC. CIVIL ENGINEERS AND LAND SURVEYORS (1 ) LOCATION OF THE CENTER % CORNER OF SECTION 23. SURVEYOR NOTE 6 STOCKTON, CALIFORNIA DECEMBER 2009 (2) THE ALIGNMENT OF THE NORTH—SOUTH '/a SECTION LINE OF SHEET PURPOSE SECTION 23. MATERIAL DISCREPANCIES: DIFFERENCES IN THE RECORD, CALCULATED, PROVIDES SURVEYOR NOTES. B (3) THE ALIGNMENT OF THE EAST—WEST % SECTION LINE OF SECTION AND MEASURED DISTANCES OF THE LINES ON THIS SURVEY LABELED AS B 23. L6, L46, AND L14 MAY MEET THE CRITERIA OF SECTION 8762 (B) OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE (LAND SURVEYORS' THE THIRD PURPOSE OF THIS SURVEY IS TO COMPLY WITH SECTION 8762 ACT). (C) OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE (LAND SURVEYORS' ACT) BY SHOWING THE LOCATION OF PROPERTY CORNER SURVEYOR NOTE 7 S�RROUND NG SECT�IONSNUMENTS SET RK CORNERS OF PLSS SECTION 23 AND THE '/a SECTION CORNER COMMON TO SECTIONS 13 AND 14 AND THE SURVEYOR NOTE � O SECTION CORNER COMMON TO SECTIONS 11 , 12, 13, AND 14 WERE SET BOUNDARY ANALYSIS REPORT: A COMPLETE BOUNDARY ANALYSIS REPORT THE FOURTH AND FINAL PURPOSE OF THIS SURVEY IS TO COMPLY WITH USING THE BEARINGS AND DISTANCES FROM THE PARCELS DESCRIBED WAS PREPARED BY KSN FOR THIS PROJECT AND IS AVAILABLE FROM KSN. SECTION 8762 (B) OF THE CALIFORNIA BUSINESS AND PROFESSIONS WITHIN IN 79048308 AND IN 95007430 (APN 201 -140-01 AND PLEASE REFER TO FILE NUMBER 2056-0010 WHEN REQUESTING THIS C CODE (LAND SURVEYORS' ACT) BY IDENTIFYING RECORD OF SURVEY 201 -090-05). THESE TWO (2) CORNERS ARE NOT DIRECTLY IDENTIFIED REPORT FROM KSN. THE REPORT INCLUDES DIGITAL PHOTOS AND OTHER TRIGGERS DESCRIBED IN THAT SECTION DISCOVERED DURING THE FIELD AS PLSS CORNERS WITHIN IN 79048308 AND IN 95007430, BUT THE INFORMATION THAT IS NOT SHOWN ON THIS RECORD OF SURVEY. WE C SURVEYS CONDUCTED BY KSN FOR THIS JOB. CORNERS OF THE PARCELS DESCRIBED IN THESE DEEDS WERE ACCEPTED RECOMMEND THIS RECORD OF SURVEY BE READ AND INTERPRETED WITH AS THE PLSS CORNERS ON THIS SURVEY. NO PROPERTY CORNER AN UNDERSTANDING OF THE INFORMATION IN THE ACCOMPANYING MONUMENTS WERE MENTIONED AS CONTROLLING CALLS IN THESE DEEDS BOUNDARY ANALYSIS REPORT. BOUNDARIES OF THESE TWO (2) PARCELS. SURVEYOR NOTE 1 1 AND NO PROPERTY CORNER MONUMENTS WERE FOUND MARKING THE SURVEYOR NOTE Z BEARINGS AND COORDINATES SHOWN ON THIS RECORD OF SURVEY ARE THE CALCULATED RECORD LENGTH OF L33 SHOWN ON SHEET 7 WAS BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 3 THE PARCELS IDENTIFIED AS APN 201 -140-01 AND 201 -090-05 WERE CALCULATED BY ADDING THE FOLLOWING LENGTHS AND MULTIPLYING THE (CCS83, ZONE 3), EPOCH DATE 1992. THE BASIS OF BEARINGS FOR THIS LOCATED USING RECORD INFORMATION FROM THE PARCELS DESCRIBED RESULT OF THE ADDITION BY THE COMBINED SCALE FACTOR FOR THIS RECORD OF SURVEY WAS CALCULATED BETWEEN THE CITY OF MANTECA WITHIN IN 79048308, IN 95007430 AND USING MONUMENTS FOUND PROJECT: D SURVEY CONTROL POINT #254 AND THE CITY OF MANTECA SURVEY ALONG FRENCH CAMP ROAD. THESE MONUMENTS WERE IDENTIFIED ON NORTH LINE OF PARCEL 5 OF IN 95007430 (R06): 764.5' (GROUND) CONTROL POINT #275, USING INFORMATION SHOWN ON THE RECORD OF THIS SURVEY AS M35, M36, M38 AND M39. NORTH LINE OF PARCEL 1 OF IN 95007430 (R05): 764.5' (GROUND) � SURVEY FILED IN BOOK 33 OF SURVEYS, AT PAGE 133. ALL DISTANCES SHOWN ARE GRID DISTANCES. GRID DISTANCES SHOWN MUST BE NORTH LINE OF PARCEL DESCRIBED WITHIN IN 95072165: 1119.20'MULTIPLIED BY 1 .00006707 TO OBTAIN GROUND DISTANCES. THE MAPPING THE FOUND PROPERTY CORNER MONUMENTS SHOWN ON RS 07-131 , (GROUND) ANGLE FOR THIS RECORD OF SURVEY IS —0'25'41 ", THE SCALE FACTOR INCLUDING THE FOUND PROPERTY CORNER MONUMENT SHOWING THE THIS CALCULATION IS SHOWN BELOW: AND THE MAPPING ANGLE FOR THIS SURVEY WERE CALCULATED AT CITY SOUTHWEST CORNER OF SECTION 11 , THE RECORD POSITION OF THE OF MANTECA CONTROL POINT #254. SOUTH 1/4 CORNER OF SECTION 11 , AND OTHER RECORD INFORMATION X64.50' + 764.5' = 1529.0' WITHIN IN 95007430 AND IN 95072165 WERE USED TO CHECK THE 1119.20' + 1529.0' = 2648.2' LOCATION OF THE SECTION CORNER COMMON TO SECTIONS 11 , 12, 13, 2648.2 * 0.99993293 = 2648.02' SURVEYOR NOTE 3 AND 14. SEE THE DISTANCES SHOWN FOR L33, L34, AND 1_53. THE CALCULATED RECORD LENGTH OF L53 SHOWN ON SHEET 7 WAS BACKGROUND PARCEL LINES: BACKGROUND PARCEL LINES SHOWN ON CALCULATED BY ADDING THE CALCULATED RECORD LENGTH OF L33 WITH E THIS RECORD OF SURVEY ARE FOR PURPOSES OF DISPLAY ONLY. THEY SURVEYOR NOTE B TO THE SUM OF THE FOLLOWING SEGMENTS SHOWN ON RECORD OF WERE DERIVED FROM THE PARCELS GIS LAYER OBTAINED FROM THE SANE BRASS DISK NEAR PC 11 : A BRASS DISK STAMPED IS 4450" WAS SURVEY 7-031 : JOAQUIN COUNTY COMMUNITY DEVELOPMENT DEPARTMENT (PLANNING WEST PORTION OF THE SOUTH LINE OF THE SOUTHWEST '/a SECTION OF DEPARTMENT). KSN DID ESTABLISH THE BOUNDARIES OF PLSS SECTION FOUND ATA LOCATION THAT BEARS NORTH 50`37'11 " EAST 2.17 FEET SECTION 11 : 1318.9' (GROUND) 23, SURROUNDING SECTIONS, AND THE TWO LEASE PARCELS DESCRIBED FROM THE PROPERTY CORNER IDENTIFIED AS PC11 . MIKE QUARTAROLI EAST PORTION OF THE SOUTH LINE OF THE SOUTHWEST '/a SECTION OF IN THE DOCUMENT RECORDED AS IN 91047604. KSN DID NOT DEFINE, CONFIRMED THAT THIS BRASS DISK WAS SET AS A VERTICAL BENCH MARK LOCATE, OR ESTABLISH OTHER CURRENT OR HISTORICAL FEE PARCEL, AND WAS NOT SET TO MARK THE PC 11 OR ANY OTHER PROPERTY SECTION 11 : 1325.0' (GROUND) EASEMENT, LEASE, OR OTHER ENCUMBRANCE BOUNDARIES SHOWN ON CORNER. THIS CALCULATION IS SHOWN BELOW: THIS RECORD OF SURVEY. SURVEYOR NOTE g 1318.9' + 1325.0' = 2643.9'(GROUND) SURVEYOR NOTE 4 4 INCH IRON PIPE NEAR NORTHEAST SECTION CORNER OF SECTION 23 A 2643.9' * 2648.2' = 5292.1 '(GROUND) PARCE4 INCH DIAMETER IRON PIPE WAS FOUND ATA LOCATION THAT BEARS 5292.1 ' 0.99993293 = 5291 .75(GRID) F NAMESL AND EVVESTING DEED RLS: TAX �CO DRNGL REFERENCES NUMBERS ASH WN ON THIS SOUTH 10°26'53" EAST 98.49 FEET FROM THE NORTHEAST CORNER OF SURVEYOR NOTE 12 F RECORD OF SURVEY ARE BASED ON SAN JOAQUIN COUNTY TAX ASSESSOR SECTION 23. ANALYSIS OF HISTORICAL AERIAL PHOTOGRAPHY FROM SAN JOAQUIN COUNTY ARCHIVES REVEALED THIS PIPE WAS LIKELY PART OFA THE NORTH LINE OF THE PARCEL DESCRIBED WITHIN IN 95072165 HAS A AND PARCELQUEST 4.1 DATA AVAILABLE TO KSN AT THE TIME OF THE FENCE RUNNING NORTHWEST/SOUTHEAST OR USED FOR OTHER RECORD DISTANCE OF 1124 FEET. THE BEARINGS AND DISTANCES SURVEY. THESE LABELS ARE SHOWN ASA REFERENCE ONLY. KSN DID AGRICULTURAL PURPOSES AND WAS NOT ACCEPTED BY KSN AS THE CONTAINED IN THE DESCRIPTION OF THIS PARCEL DO NOT FORM A NOT NECESSARILY OBTAIN, ANALYZE, AND MAP ALL OF THE DEEDS FOR SECTION CORNER FOR THIS SURVEYMATHEMATICALLY CLOSED FIGURE. THEY RESULT IN A CLOSURE ERROR OF . WHICH A RECORDING REFERENCE LABEL IS SHOWN. CHECK WITH THE SAN 4.8 FEET ALONG AND EAST—WEST COURSE. IN THE RESOLUTION OF THIS JOAQUIN COUNTY TAX ASSESSOR ORA LOCAL TITLE COMPANY FOR PARCEL'S BOUNDARY FOR THIS SURVEY THE NORTH LINE OF THE PARCEL CORRECT AND CURRENT PARCEL OWNERSHIP INFORMATION. DESCRIBED WITHIN IN 95072165 WAS SHORTENED BY 4.8 FEET FOR A RESULTING DISTANCE OF 119.20 FEET. THIS ALLOWS THE BEARINGS AND DISTANCES OF THE PARCEL TO FORM A MATHEMATICALLY CLOSED FIGURE G AND PROVIDES A GOOD FIT WITH ADJOINING PARCELS. � SHEET 12 OF 12 1 2 3 4 5 6 7 8 9 10 11