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4 <br /> i <br /> i <br /> i <br /> I <br /> CONTROL TABLE <br /> fflai <br /> F { <br /> � R WA POINT NORTHING FASTING DESCRIPTION <br /> S ,CHRECORD OF SURVEY <br /> , <br /> EA MATTHEW: THE STATION IS LOCATE ABOUT 1/4 MILE SOUTHWEST OF THE SAN JOAQUIN COUNTY HOSPITAL, 1 MILE <br /> WEST OF FRENCH CAMP, AND JUST NORTH OF MATHEWS ROAD. THE STATION MARK IS A STANDARD BRONZE DISK <br /> I , Q� 3E , STAMPED "MATTHEW 1959", SET IN THE TOP OF A 10-IN SQUARE CONCRETE MONUMENT, WHICH IS FLUSH WITH BEING A PORTION OF SECTIONS 1, 12, 13, 8c D <br /> k <br /> COS 1047 2144757.67 6333795.40 <br /> WPB ' COS 340 ��� THE GROUND. THE MARK IS 3 FEET SOUTH OF A FENCELINE, 24 FEET NORTH OF THE APPROXIMATE CENTER LINE (EL RANCHO DEL LOS FRANCESES), <br /> i OF C.M. WEBER GRANT <br /> E i PR-�ER OF MATHEWS ROAD, 25.6 FEET WEST OF A TELEPHONE POLE AND 2.1 FEET NORTH OF A METALCITY OF STOCKTON COUNTY <br /> WITNESS POST. OF SAN JOAQUIN, <br /> NGS PID HS0118. STATE OF CALIFORNIA <br /> L i it <br /> ,liti <br /> CORP: A 5/8" ALUMINUM ROD DRIVEN TO REFUSAL WITH 2-1/2" DIAMETER A PREPARED BY:CITY OFu. <br /> » <br /> ALUMINUM CAP STAMPED CORP L.S. <br /> 4334, SET IN AN ALUMINUM MONUMENT BOX WITH SCREW LOCKING COVER IN THE COS CORPORATION YARD, 1465 <br /> `� 41 <br /> STOC KTO N ,x �_� 3COS 340 2163889.61 6332136.19 SOUTH LINCOLN STREET. THE POINT IS LOCATED 30 FEET SOUTH OF APPROX. CENTER OF THE TRUCK WASH K J E LD S E N S I N N O C K & N E U D E C K INC. <br /> �, } STRUCTURE. CONTACT THE CITY OF STOCKTON SURVEYS SECTION FOR ACCESS. NGS PID DH6911. <br /> `y, kk ,{{ <br /> A T <br /> Al t <br /> CIVIL ENGINEERS 8c LAND SURVEYORS <br /> ..t i Ott 3 t-,.. x,�4.\t� tti`};1, 1'} �4:: <br /> -,,, � It KSN BASE: A 5/8" REBAR WITH YELLOW PLASTIC CAP MARKED "KSN CONTROL" LOCATED AT THE WEST END OF <br /> _L Jai 1; I 1$}, t VV::'T 4S�j,t ., t ,' <br /> tE( KSN BASE 2148954.31 6335961.92 YETTNER ROAD NEAR THE ENTRANCE TO PAN PACIFIC RV. THE POINT IS LOCATED IN THE LAWN BETWEEN THE STOCKTON, CALIFORNIA APRIL, 2008 <br /> jjll " i} 1y <br /> } - CURB AND THE RIGHT OF WAY FENCING FOR I-5. <br /> ( COS 204: A BRASS DISK MARKING COS MONUMENT STA - <br /> ti STAMPED "6S 14" SET IN A MONUMENT BOX NEAR THE <br /> BASIS OF BEARINGS <br /> COS 204 2148317.87 6344924.61 <br /> �• �, INTERSECTION OF THE CENTERLINE OF AIRPORT WAY AND C.E. DIXON DRIVE. <br /> i r'� BEARINGS DISTANCES AND COORDINATES ARE BASED UPON THE <br /> f �' ''1` COS 316 2150130.11 6329875.69 COS 316: A BRASS DISK IN MONUMENT BOX MARKING COS MONUMENT STAMPED "10S-12" AT THE INTERSECTION ' <br /> �' OF THE CENTERLINE OF WOLFE ROAD EAST AND WOLFE ROAD SOUTH. CALIFORNIA COORDINATE SYSTEM OF 1983 ZONE 3 (CCS83 ZONE 3). A <br /> LINE BETWEEN CITY OF STOCKTON CONTROL POINT 340 AND CITY OF <br /> { <br /> ' Q1413: 0.60 MI NORTHWESTERLY ALONG FRENCH CAMP ROAD FROM THE POST OFFICE IN FRENCH CAMP, THENCE STOCKTON CONTROL POINT 316, WHICH BEARS S09'19'46"W. SAID LINE <br /> I=Wiltf CY) it <br /> 1.25 MI NORTHERLY ALONG EL DORADO STREET, 446.2 FEET SOUTH OF THE CENTER OF THE ENTRANCE ROAD TO BEING CALCULATED FROM THE CITY OF STOCKTON HORIZONTAL CONTROL <br /> Q1413 2153883.80 6337784.53 BONADONNAS ASPHALT REPAIR AND SUPPLY YARD 81.4 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND SURVEY PHASE 14 FILED FOR RECORD IN BOOK 35 OF SURVEYS AT <br /> LANES OF THE STREET, 13.1 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A FENCE, 12.8 FEET WEST OF A PAGE 5, SAN JOAQUIN COUNTY RECORDS. SAID SURVEY IS BASED UPON <br /> UTILITY POLE, 6.2 FEET SOUTH OF A FENCE, AND 1.3 FEET BELOW THE LEVEL OF THE STREET. NGS PID HS4489. THE 1991 .35 EPOCH DATE ADJUSTMENT. <br /> SURVEYORS STATEMENT: <br /> -A o PvEN <br /> oa RPLPN THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY <br /> DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE <br /> O` _� GENERAL NOTES: PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF THE KRIS F. <br /> < NEHMER IN APRIL 2008. <br /> 1. ALL DISTANCES AND COORDINATES ARE GRID UNLESS OTHERWISE 00 <br /> v NOTED. T DATED THIS <br /> _ DAY OF ! -�� 2 8. <br /> Q' 0 w HE COMBINED SCALE FACTOR AND MAPPING ANGLE WERE c�S G <br /> ' v CALCULATED AT KSN BASE WITH A NGVD29 ELEVATION OF 14.99 <br /> v� <br /> FEET USING TRIMBLE GEOMATICS OFFICE. GRID DISTANCES MUST BE a INS FNEHME <br /> MULTIPLIED BY 1.00006343 TO OBTAIN GROUND DISTANCES; AND -------- ------------- <br /> ;� KRIS F. NEHMER P.L.S. 8123 <br /> o R THE MAPPING ANGLE IS -0'28"44". �Y®.6123 <br /> S LICENSE EXPIRATION DATE 12/31/08 <br /> -,t , <br /> �PN�R <br /> jt <br /> �../. -02. THIS SURVEY DOES NOT DEFINE BOUNDARY OR RIGHT OF WAY LINES. COUNTY SURVEYORS STATEMENT: <br /> I4 ;, V <br /> f` ', '` � � PARCEL LINES SHOWN HEREON ARE FOR GENERAL LOCATION AND <br /> � � <br /> J,r if , <<t, \vE INFORMATION PURPOSES ONLY TO LOCATE THE PROJECT SITE. SAID THIS MAP HAS BEEN EXAMINED IN ACCORDANCE. .�0 '. 66 OF THE E 1: Q pRa <br /> HES <br /> L LINEWORK IS BASED UPON GIS PARCEL DATA PROVIDED BY T CITY <br /> _ 't. .�R\P PROFESSIONAL LAND SURVEYORS ACT THIS `�,� ` �abF �_�'��i:� ' , <br /> ;( j + o m :. Qus OF STOCKTON. <br /> k, ( � E �- Q1413 \N 2008. <br /> 7� 3. THE PRIMARY SURVEY CONTROL NETWORK SHOWN WAS APPROVED <br /> � <br /> �z VED � ,� 3 312010 <br /> `'° ` `' " ' � -� g�• -_- BY CALTRANS DISTRICT 10 FOR THE PLANS, SPECIFICATIONS, & <br /> ---------------- -- �y. atiE <br /> b1 ESTIMATES PHASE OF THE INTERSTATE-5 AND FRENCH CAMP ROAD <br /> z Fop.:THOMAS R. FLINN, <br /> R.C.E. 23 41 <br /> 1500 0 1500 INTERCHANGE IMPROVEMENT PROJECT (CALTRANS EA OE4900). COUNTY SURVEYOR ' , •�" <br /> NETWORK OBSERVATIONS WERE MADE WITH TRIMBLE 4800 AND 5800 REGISTRATION EXPIRATION DA 12-31 -09 ��~ '� ' <br /> S DUAL FREQUENCY GPS RECEIVERS, WITH FIXED HEIGHT TRIPODS. , <br /> r! p co w o BASELINE OBSERVATIONS WERE PROCESSED AND ADJUSTED USING <br /> { ' �\ <br /> RECORDERS STATEMENT. <br /> oma, _ 1500' <br /> i <br /> TRIMBLE GEOMATICS OFFICE. A COMPLETE REPORT IS ON FILE AT <br /> FILE /`� ` Y • <br /> D THIS DAY OF �!I <br /> 2008 A <br /> CO6 cr CALTRANS DISTRICT 10 AND KSN, INC. _ <br /> � 63 ti o p,0 <br /> 0 <br /> ' ;`fir,f 6D�° Q c� c-� R� R 1�.M. IN BOOK --- ----- OF SURVEYS, AT PAGE 1� --- AT <br /> SpER Un <br /> 0 THE REQUEST OF KJELDSEN, SINNOCK AND NEUDECK, INC. <br /> HENRY LONG ,�� o Q <br /> .A <br /> BOULEVARD FEE: <br /> ^, a_ � s <br /> � <br /> �$$�t [.y i w O �OS <br /> FRENCH CAMP ROAD o z �" <br /> 9 � ss W <br /> ZN c oo ,r+� --- ---------- ------ BY -- -- -- - <br /> COS 316 S7 �n -A gg 12 GARY W. EEMAN R CORDER <br /> I 9.03'57" KSN ' z 12 ASSESSOR-RECORDER-COUNTY CLERK <br /> E <br /> (E <br /> kp 6198.7 ,, BASE �� s8 SAN JOAQUIN COUNTY, CALIFORNIA <br /> ' 85•r, � ,� 5 12 <br /> N 6 18 w: <br /> 0 <br /> L ' •� 8985.2x' 12 SAN JOAQUI STATEMENT OF PURPOSE: <br /> o �s i ;YETTNER ROAD ,� -A COUNTY <br /> �, F� <br /> U) s �J ' ( _ MONUMENTATION PRIOR TO THE CONSTRUCTION OF THE CATION <br /> ss HIS SURVEY IS TO IDENTIFY AND RECORD THE LO <br /> r'•. F` 3 ��2 OF EXISTING <br /> = �� ; SAN JOAQUIN HEALTH �cb C,y COS 204 26 INTERSTATE 5 AND FRENCH CAMP ROAD INTERCHANGE IMPROVEMENTS, AND <br /> 99 <br /> AND SAFETY COMPLEX ry• C, k TO CONFORM TO SECTION 8771(a) AND 8771(b) OF THE PROFESSIONAL LAND <br /> 5 <br /> '9 s $0 � SURVEYORS ACT. THIS RECORD OF SURVEY IS BEING FILED IN LIEU OF <br /> o 4. <br /> .0 8 <br /> 0 6 <br /> 1 <br /> M � � Citi 1 419 <M� MULTIPLE PRE CONSTRUCTION CORNER RECORDS. <br /> ° 6a 4 <br /> MONUMENTS: <br /> Doc N: 2008-077866 <br /> O �S 4 gg Fri May 09 14:41:01 PDT 2008 2:41 PM <br /> •� • FOUND MONUMENTS AS NOTED. Page: 1 of 3 Fee: $14.00 <br /> D 6'. ,, ((p,� PROJECT Gary W. Freeman <br /> •lT� �- ,�� E\ n San Joaquin County Recorders <br /> 9.J ^ 12.15 M> ��� PRIMARY NETWORK CONTROL POINT <br /> LOCATION Paid By: SHOWN ON DOCUMENT <br /> N •15,3a E� <br /> 5 <br /> i N12 <br /> REFERENCES: <br /> I` _ <br /> sj, LF ? Zo5 ss (A) RECORD OF SURVEY BOOK 35 AT PAGE 5, S.J.C.R. <br /> I_ i �� <br /> 71 MATHEWS ROAD <br /> LEGEN • <br /> COS 1047 n M MEASURED <br /> , z �0 5 SJCR SAN JOAQUIN COUNTY RECORDS <br /> � 0 F <br /> tiQ_/ <br /> t , 4-10 <br /> r CD <br /> VICINITY MAP N.T.s. <br /> D.D. SHEET NOS. 319 34 & 35 SHEET 1 OF 3 <br />