Laserfiche WebLink
sip <br /> RECORDM N89'S5'18"VV P.M. 10 - 64 ^------._ Found 5/$" Rebar, no <br /> OF SUR Sec. 7 Sec. 8 ( ) tog,occepted as Section comer <br /> N89'55'25"W Sec. 8 Sec. 9 per Parcel Map 10 - 64 <br /> BEING SECTIONS 20 AND 17, TOWNSHIP 3 SOUTH, RANGE 5 EAST, Sec. 18 Sec. 17 :5304.90'(M) Sec. 17 Sec. 16 <br /> MOUNT DIABLO BASE AND MERIDIAN, SAN JOAQUIN COUNTY, CALIFORNIA M 5304.64'( P.M. 10 - 64 ) <br /> Found 5/$" Rebor in Monument well .d c0 m .. 11-1f� <br /> APRIL 2002 accepted Section co <br /> er per P.M. co d <br /> 10 - 64psi(: <br /> I <br /> Q O M 0 Q BEYOND ENGINEERING <br /> O z ^�`� 3 302 CHERRY LANE,SUITE 201 MANTECA,CA.95337 <br /> THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER J p cQU O 0000 <br /> 00 N 209.239.9080 TEL 2W239.4166 FAx WWW.NOLTE.COM <br /> MY DIRECTION IN CONFORMANCE TH THE REQUIREMENTS OF THE LANA 0 <br /> SURVEYORS' ACT AT THE REQUEST OF RALPH POMBO IN &AX,(9,97 - ... � "'� Q:WI <br /> N O o0 0) N OQ `� ' <br /> Lo N ca d" r <br /> 07 10 <br /> ___I o o Ki <br /> < d PO cD Found 1 1/4" 1. P. and tog (con't <br /> DATED TH Z.41 DAY d/E ;v N rood) accepted west 1/4 Section N ;" " <br /> er <br /> 111&44 <br /> � 200,3. � corner per Record of Survey 2$ - O ound 3/4 LP., No Tag, accepted <br /> �L� 20V) Parcels Mop410Section comer 64 & per Record <br /> //VV 0 of Survey 28 - 20 <br /> WILLIAM D. CRUME P.L.S. 7059 <br /> LICENSE EXPIRATION DATE: 12/31/03 <br /> r. <br /> SAND <br /> D <br /> SCALE: 1 " = 800' 0 w ^ a <br /> I <br /> -j <br /> ,�. <br /> rn a, N o CL Q <br /> * _ * rn u7 <br /> EXP.a 7059 06 4 w V) cD ' " LL ;� <br /> � N u7 Found 1 I.P., No Tog, per Record <br /> 9 <br /> 00 of Survey 21 - 99, accepted as . 0- O <br /> T� F u7 r; North - South position of the p N N <br /> OF GA►�-1 ;v center of Section line, boors South <br /> N 2.2 feet from North 1/4 Section <br /> O comms 4- Held found 3/4" I.P., no tag, accepted as Section corner. Hold bearing between <br /> z V) 1 N 3/4" I.P. and found 3/4" I.P., no tag, at 1/4 Section corner as NO'23'53" E. <br /> per Parcel Mop 10-64 <br /> Sec. 18 Sec. 17 <br /> Sec. 18 N89'39'24"W ( P.M. 10 - 64) N89'45'59"W ( P.M. 10 - 64) <br /> S89'14'31"E N89'42'39"W N89'4239"W Sec. 17 Sec. 16 <br /> Sec. 19 6892.19' Sec, 19 2618.59 (M) 2649.11'(M) Sec. 21 <br /> Found 3/4" I.P. and cap LS 5340 Tie Only - Not on Section Line <br /> 2618.24 (P.M. 10 - 64) 2648.96 P.M. 10 - 64 Sec. 20 <br /> Section corner per Record of Z Found 3/4" I.P., No Tog,01d, -0.3' Sec. 20 ( 64) <br /> BASIS OF BEARINGS <br /> Survey 33 - 57 < below grade, in remainder of rock <br /> 2648.80'( R.O.S. 21 - 99) <br /> mound accepted Section corner perRecord of ... <br /> Record of Survey 33 - 573 & °' o, The bearing of N 00'23'53" E held <br /> 3 N rn between found 3/4" I.P. at the <br /> Found rad LP., No Tag,Now, +oor ;� . - Ui (D I Southeast Section corner and the east <br /> above grade, in rock mound, Boors � _ <br /> S21'25' E, 5.3' from Section comer r. N N 1/4 Section corner of Section 17 as <br /> per Record of Survey 30 - 163 & rn N M 0' <br /> Record of Survey 33 - 57 N O . Vi shown on P.M. 10 -- 64. <br /> co N c0 4- w <br /> • N N <br /> FILED THIS DAY OF 2003, AT <br /> CL M. IN BOOK OF SURVEYS, AT PAGE N U C i <br /> ►+j Found Tee Bar at East Section d' to <br /> AT THE REQUEST OF NOLTE ASSOCIATES, INC. Corner per Record of Survey 21 - o N <br /> FEE' mom N89'22'24"W N89'22'24"W > PURPOSE OF SURVEY <br /> BY: 2637.52' (M) 2635.48' M IM <br /> tb�► ( ) This boundary survey was performed <br /> GARY W. AREEMAN DEPUTY RECORDER 2652.21 (R.O.S. 21 — 99) _ >- at the request of Ralph Pombo to <br /> ASSESSOR- RECORDER-COUNTY CLERK Set 3/4" I.P. and tog LS 7059 at Found 1"K 2" Hub per Record of U reestablish the corners of section 20. <br /> West 1/4 Section Corner, mid Survey 21 - 99, Bears S 56'33'41" `-' < <br /> point of west section line between W, 20.77' from Center of Sectionry <br /> N <br /> found corners N I--- <br /> N d <br /> N N s ' c0 <br /> ON M N <br /> 0f� N <br /> R R' N � <br /> o <br /> (0 N <br /> THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH 04 <br /> o <br /> SECTION 8766 OF THE LAND SURVEYORS ACTS 0, o <br /> THIS -. T,{ DAY OF C 1 - , 2003, , ' <br /> �!X <br /> NM4W o <br /> z <br /> Sec. 19 Sec. 20 <br /> „�a, 265643' <br /> ,, . <br /> THOMAS R. FLINN, R.C.E. 23341 pop 2656.43' Sec. 20 Sec. 21 <br /> COUNTY SURVEYOR Sec. 30Sec. 29 S89032'24"E 5312.86' Sec. 29 Sec. 28 <br /> REGISTRA770N EXPIRA71ON DATE: 12-31-200 <br /> Found 6" K $" post Set 3/4" I.P. and tag LS 7059 at <br /> remains Accepted as South 1/4 Section Corner, mid <br /> boat evidence of section " <br /> comer ( par Dept. Water point of south section line Found 12 die. pole at <br /> betw"n found corners fence intersection, at base <br /> Res. Right of Way map remainder of 12"x12" post. <br /> 01013-39-08 ) Accepted as best evidence <br /> of section corner ( per <br /> D.D. SHEET NO. 69 ) Dept. Water Res. Right of <br /> Way map 01013-39-0$ & SHEET 1 OF 1 <br /> Record of Survey 21 - 99) <br />