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RECORD OF SURVEY 38-029
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VOL 38 001-153
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RECORD OF SURVEY 38-029
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• <br /> LEGEND: _ - LOT ADJUSTMENT <br /> P.M. PARCEL MAP =�Y-_--- <br /> 30.90'(R1) _ -_____ -- <br /> -f- RECORD OFSURVEYFD. FOUND 35.22' R <br /> M.&P. MAPS AND PLATS 1 <br /> 1.N. INSTRUMENT NUMBER l __ — of <br /> SCAL (M) MEASURED DATA - <br /> E-- I- -__ ----� FOUND 1 1/4 IRON h PIPE R1 NO TAG UNLESS A PORTION OP LOTS 2 & OP <br /> OTHERWISENOTED �' �'�° �'_- - , <br /> CENTERLINE /� 29.15 (R1) SAN JOAQUIN COUNTY SURVEY NO. 38 <br /> ®x CALCULATED POINT, <br /> NO MONUMENT SET BEING A PORTION OP SECTION 17, <br /> (C) CALCULATED RECORD DISTANCE <br /> I.PIN IRON PIN T. M., R, 9E, M.D. B. M. <br /> 08/29/20131 02:58:4111355 PM Son Joaquin County, <br /> Page: 1 of 1 Fee: $9.00 <br /> REFERENCES' Kenneth W Blakemore Cc/ifarnic <br /> San Joaquin County Recorders <br /> Paid B SHOWN ON DOCUMENT <br /> (R1) R.S. 715 �— y� <br /> COPPEROPOLIS ROAD - (R2) P.M. 21-30L IIIti° ��,X4°�� � 1,�'° � � SHEET 1 OF 1 SHEET <br /> �itII II I <br /> a JUNE, 2013 <br /> O <br /> w PA-1300072 <br /> w ITS i DION & MURPHY <br /> _jN <br /> I `, CONSUL TING CI WL ENGINEERS <br /> Wz �� <br /> 0 `o ENGINEERING PLANNING SUR VEYI N <br /> STATEMENT OF PURPOLd <br /> SE® <br /> STATE HIGHWAY ROUTE 4 THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THE ADJUSTED <br /> PROPERTY LINES AS DESCRIBED IN NOTICE OF LOT LINE ADJUSTMENT PA 13-72 <br /> -�+ (� TA j RECORDED ON AUGUST 9, 2013, AS DOCUMENT NO. 2013-103128, <br /> VICINTY MAP <br /> LINE �L SAN JOAQUIN COUNTY RECORDS, AND TO CONFORM WITH SECTION 8762 OF THE <br /> r� <br /> NOT TO SCALE LINE E::�BEAR�ING���DISTANCE PROFESSIONAL LAND SURVEYORS' ACT. <br /> L1 N 89'33' E 32.54'(R1)(M) , BASIS Off' BEARING00 <br /> S: <br /> L2 N 84'02' E 83.00'(R1)(M) THE WEST LINE OF THE 0.24 ACRE PARCEL WHICH BEARS N 0015' W <br /> L3 S 48'58' E 79.70'(R1')(M) AS SHOWN ON THAT RECORD OF SURVEY, FILED FOR RECORD IN BOOK 7 <br /> L4 S 48'58'00" E 70.94'(M) OF SURVEYS AT PAGE 15, SAN JOAQUIN COUNTY RECORDS. <br /> --- MONUMENTS SET. <br /> \ / JY N <br /> C-) 3/4" X 30" IRON ROD WITH CAP STAMPED LS 7269 AND SHOWN <br /> S ,-.J R \J J :� �� ,._� THUS UNLESS OTHERWISE NOTED. <br /> 0? r <br /> nJ�-r ''1 `°� �0 <br /> . 10 r, SURVEYOR'S STA TEMEN T. <br /> ------ ` THIS MAP CORRECTLY REPRESENTS A `SURVEY MADE BY ME OR UNDER MY <br /> DUCK CREEK (PER R1) <br /> �~ ------ LO DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL <br /> - o <br /> r} ( ) L21� -- N LAND SURVEYORS ACT AT THE REQUEST OF GARY KROON IN <br /> R,S, 33APRIL, 2013. <br /> .F. Sc 1 <br /> DATED THIS DAY OF A V4 Sf 2013. <br /> ®�/ <br /> ,-. <br /> -OLD LOT LINE _ �`25i(R7� JO MURPHY L.S. 7269 r j <br /> °° - LI ENSE EXPIRATION 2 <br /> TE: 131—14 <br /> 00 <br /> C) N 0 <br /> W. <br /> m ® NPARCEL --ua- <br /> COUNTY SURVEYORS STATEMENT. <br /> Li- 04 1,06 ACRES <br /> ca Ln r THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE <br /> 0 "UNSURVEYED REMAINDER" PROFESSIONAL LAND SURVEYORS' ACT THIS Ro DAY OF A&6741577. 2013. <br /> m �? z ern ROFESS/p <br /> ® o Nq <br /> CJ �`�° pMNS M �� F <br /> LAJ THOMAS M. GAU R.C.E. 26994 <br /> COUNTY SURVEYOR <br /> REGISTRATION EXPIRATION DATE: 3®31-15 <br /> No. 2699 <br /> EXP.3-31- <br /> S 89'33' W (R1) 524.11'(C) sT C I v 1� <br /> S 89031'09" W 168.44 E _ _ <br /> ;. ' SEC <br /> RECORDERSTA TEM„ N T• rF OF Op1.�F <br /> 40' PER CAL TRANS ROAD MAP(1933) 35' (R1) �vJ.�a.�. i,'1. FILED THIS �- QDAY 0 V 2013, AT ' S8' PM. <br /> 35.0 (R1) 34.61 (M) 1 _--- i`� _-__ ____ IN BOOK $ OF SURVEYS, AT PAGE ��_, AT THE REQUEST <br /> - --- - - -- <br /> x -- _ — —--- - ---- - <br /> OF JOE MURPHY. <br /> Sr_.C`, ; 0 SEC, 21 <br /> FD. 3/4" I.PIN (R 2) �; �° STATE HlGf�WA Y ROUTE 4 0 FD. 3/4" I,PIN WITH FEE: <br /> • o� <br /> (NO TAG) 10- CAP R.C.E. 14269 <br /> (R2) <br /> BY: <br /> x <br /> 589631'09"W(M) 2213.56 (R2)(M) <br /> j KENNETH W. BLAKEMORE IT/ DEPUTY RECORDER <br /> ASSESSOR—RECORDER®COU NTY CLERK 1314 <br /> (D.D. SHEET NO. 40) S:\2013\1.314\1314 Record of Survey.dwg Aug 14 <br /> 3 19 40 <br />
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