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- 14 <br /> 1 2 3 4 5 6 7 8 9 10 11 <br /> COUNTY SURVEYOR'S STATEMENT: RECORD O r SURVEY <br /> THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION. 8766 <br /> OF THE PROFESSIONAL LAND SURVEYORSACT THIS 1,}rw DAY OF <br /> rAAY____, 2015. ;,L L4#0 BEING LOTS 1 -14 OF SECURITY TRACT FILED IN VOLUME 08 OF <br /> ABBREVIATIONS: MAPS AND PLATS AT PAGE 15, SAN JOAQUIN COUNTY RECORDS, <br /> a� WNARREN D IN SECTION 75, EL RANCHO DEL CAMPO DE LOS FRANCESES, A <br /> A <br /> � a SMITH 9 • FOUND MONUMENT AS NOTED PUE: PUBLIC UTILITY EASEMENT SAN JOAQUIN COUNTY, CALIFORNIA <br /> WARREN D. SMITH, LS. 4842 <br /> * NO ° * O SET A 30" LONG 3/4" REBAR WITH AN ALUMINUM CAP M: MEASURED <br /> Ni I' ' V9 3 STAMPED "LS 9179" R: RECORD <br /> ACTING COUNTY SURVEYOR y PREPARED BY: <br /> �c OF CA%.%* EASEMENT LINE SFN: SEARCHED FOR MONUMENT FOUND NOTHING <br /> — FEE LINE SJCR: SAN JOAQUIN COUNTY RECORDS KJELDSEN, SINNOCK & NEUDECK, INC. <br /> RECORDERS STATEMENT: CR: CALCULATED FROM RECORD INFORMATION CHW: CHAS WIDDOWS FILE NUMBER <br /> FILED THIS _AR ---_ DAY OF _ y_____, 2015, AT 1�_?S .�A . CIVIL ENGINEERS & LAND SURVEYORS <br /> 1 DN: DOCUMENT NUMBER SAN JOAQUIN COUNTY RECORDS R1: MP-08-015, SJCR STOCKTON, CALIFORNIA MARCH, 2015 <br /> IN BOOK 20=------- OF SURVEYS, AT PAGE _la'L___--, <br /> AT THE REQUEST OF KJELDSEN, SINNOCK AND NEUDECK, INC. IN: INSTRUMENT NUMBER SAN JOAQUIN COUNTY RECORDS R2: RS 03-021, SJCR <br /> PM: PARCEL MAP R3: RS 05-144, SJCR <br /> FEE: $_� _________ RS: RECORD–OF–SURVEY R4: RS 23-020, SJCR <br /> to STATEMENT OF PURPOSE <br /> B – MP: MAPS AND PLATS R5: RS 35-025, SJCR THE PURPOSE OF THIS RECORD OF SURVEY IS TO MEET THE B <br /> BY OR: OFFICIAL RECORDS OF SAN JOAQUIN COUNTY R6: CHW 129–HH, SJCR REQUIREMENTS OF SECTION 8762 OF THE CALIFORNIA BUSINESS AND <br /> n +�.�� <br /> KENNETH W. BLAKEMORE .A-S&&TANF/DEPUTY RECORDER PROFESSIONS CODE AS IT APPLIES TO FIELD SURVEYS CONDUCTED <br /> ASSESSOR—RECORDER—COUNTY CLERK Doc 9: 2015-057215 BY KSN FOR THE STOCKTON EAST WATER DISTRICT PARCEL <br /> 05/19/2015 11:51:43 AM <br /> Page: of 1 Fee: $9.00 <br /> SURVEYOR'S STATEMENT- <br /> Kennethh W Blakemore <br /> • � San Joaquin County Recorders I <br /> Paid BY: SHOWN ON DOCUMENT r <br /> OR UNDER MY DIRECTION IN CONFORMANCE WITH THE III h�� �' 4I�'� S II III PIPE PER R5 p� YC13-p��gg3 SJCR <br /> THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME ■ <br /> y FOUND 1" IRON GARYCAFFESE <br /> REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT + �• DN 2013-059493' SJCR <br /> AT THE REQUEST OF KSN INC, IN MARCH, 2015 �\o�� �nvoSG S76'45'43 E (M) N71 59'01"E <br /> 399.98' (M)(R4) C <br /> C •rM ��� R�so _. , 722.03' (M). ---- -----2707.23' (R1)(M) <br /> DATED THIS, 12 DAY OF MAY--------- 2015. a CHRISTOPHER S. A --- <br /> f,(I�– _�– MARTIN j S71'57'17"W (M) <br /> NO. 9179 SET MONUMENT AT ) <br /> RECORD POSITION STOCKTON EAST WATER DISTRICT SET MONUMENT AT 1939.54 (M <br /> --T7T7T------------ --- s P DN 2005-064412 RECORD POSITION <br /> CHRISTOPFJER S. MARTIN, P.L.S. 9179 Tare �� PER R1 PER R1 <br /> °'c CAOY - FOUND 3/4" IRON <br /> GENERAL SURVEY NOTES: PIPE PER R4 <br /> 1. COORDINATES, BEARINGS, AND DISTANCES ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD83) <br /> CONVERTED TO THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 3 (CCS83–III), US SURVEY FEET UNITS, AS <br /> REFERENCED BY AVAILABLE NGS CONTROL MONUMENTS. ALL COORDINATES ARE GRID WITH A 2007.00 EPOCHDAVIDAND IRENE SMITH D <br /> B DATE ADJUSTMENT. GRID DISTANCES MUST BE MULTIPLIED BY 1.00006123 TO OBTAIN GROUND DISTANCES; THE J DN 2012-164114, SJCR <br /> MAPPING ANGLE IS –0'25'46". d� / <br /> N <br /> 2. THE BASIS OF BEARING BETWEEN THIS PROJECT AND MP 08-015 ARE NOT THE SAME. THE ANGULAR DIFFERENCE N <br /> AVE BEEN SCALED TO THE GRID <br /> STOCKTON EAST <br /> WATER DISTRICT <br /> S 0'33'43". RECORD DISTANCESH <br /> BETWEEN THE TWO BASIS OF BEARING IS <br /> PROJECT COORDINATE SYSTEM. DN 2014-096947, SJCR_ , <br /> O i <br /> v „ 'ry Cp j7 <br /> 'vv z ROAD ABANDONED PER o a <br /> > <br /> \ <br /> F N <br /> 000 26 IN 90033783, SJCR <br /> 0 <br /> A, SFN Lr) °0 <br /> 99 PROJECT <br /> X00• <br /> SITE x "u '17' __.._. .. ._".._. ___ ....._.. _.__ __.- _ .__- -- - .-_N E <br /> E k t __._. <br /> G p Y a N80°11 23 ' x, <br /> '� i t i V (� i _ __ _ <br /> U 501 7 �\ <br /> nxHARDIN 1 4< 2660 48 it <br /> 1 SFN <br /> Mr r <br /> SECURITY TRACT <br /> MAPS AND PLATS <br /> OVA <br /> VOLUME O8, PAGE 15, <br /> SC <br /> F" JR, <br /> a <br /> DAVI)AND BENE SMITH <br /> _ _ <br /> a S g <br /> �� ', �, ;� ROPO " ; _�� �n ; '; ' �� � � DN 2012-164114 ,S1CR <br /> F \NFOUND FOUND 1 IRON PIPE LAYING DOWN F <br /> 2' NORTH AND 1 ' WEST OF RECORD I <br /> POSITION. PULLED AND SET <br /> � } <br /> ' MONUMENT AT RECORD POSITION <br /> FOUND IRON PIPE NO <br /> TAG 0.41' WEST AND FOUND AXLE NO <br /> 4 X340 r rA t t Fs 3 r o gr d x 1 .� <br /> 0.13' SOUTH OF FOUND AXLE TAG PER R1 <br /> r r s e r a _ ! (- 7 <br /> V�CINITY MAP NOT T SCALE FOUND IRON PIPE NO <br /> �_, <br /> TAG LAYING DOWN 1 ' RECORD POSITION PER NO TAG PER <br /> R2, R3 FOUND 1 " IRON <br /> POINT ID NORTHING FASTING DESCRIPTION \ WEST OF RECORD 270 PIPE PER R1 75 85 <br /> R3 <br /> POSITION PER R3 1. f 780.45' M) <br /> FOUND A 5/8 ALUMINUM ROD WITH A 2 1/2 DIAMETER ALUMINUM CAP STAMPED 7.23' (R1)(M) <br /> G <br /> "CORP"; "LS ALUMINUM MONUMENTBOXATTHECITYOFSTOCKTON 266 N71°53'17"E (M) N71-53'17"E (M) N71'53'17"E (M) 76 86 G <br /> 340 2163890.06 6332135.55 CORPORATION YARD LOCATED AT 1465 S. LINCOLN STREET, STOCKTON, CA. THE N80�8, 1 16.09' (R2)(M) N71'53'17"E (M) _ N71'53'17"E (M) 1224.63' (R2)(M) <br /> MONUMENT IS LOCATED 30 FEET SOUTH OF THE APPROXIMATE CENTER OF THE 23 ���� EST 1007.34' (R3)(M) STOCKTON EAST <br /> TRUCK WASH STRUCTURE. <br /> WATER DISTRICT WATER DISTRICT <br /> N 80031485, SJCR RS 05-144, SJCR RS 03-021, SJCR IN 80031495, SJCR <br /> 501 2174781.45 6359443.44 SET A KSN CONTROL POINT WITH A YELLOW PLASTIC CAP MARKED "KSN CONTROL" AT D.D. SHEET NO. PAGE 1 OF 1 <br /> THE STOCKTON EAST WATER DISTRICT PLANT <br /> 1 2 3 4 5 6 7 8 9 10 11 <br /> I <br /> I <br />