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 />
|