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rs147_086IN T1yE CITY OF A/QRENO VALLEY, COUNTY AF' AVWRSW& STA 7E OF Cr4L/FO1RN/A RE�CORZ) OF SUR VL,,,� Y BEING A SURVEY OF PARCEL 3 OF RECORD OF SURVEY 53133, SECT/ON 32, r2S., R3W. SW BERNARD/NO MERIDM. XNE 2016 A&A SURVEYING AND MAPPING FD 1 114 %P/W FOR N. W COR SEC 32 PER RS 53/33 UP 0.8' I 30' 30" 0 30' FD 1'lP/W R.E. 862 PER RS 53/33 (UP 0.4 PARCEL I -� 8 ' N 2*10"E 175.00' 9J(N89:32"I0'7- 21 R*E. 862 o O 175.00)cz� PER RS 0000 FD I '-#IPIW R.E. 53/33 Q) (Z) 862 PER RS UP O.1 � PARCEL 2 3 k 0* 2 3 NN 6000-1001111111111111111111111 CN rl")l loin CX) o p N8932'10 IF 175.00' -7- (N8932'f0175*00)FD 1 %P/W R.E. 862 PER RS 53/33 *4 op oo UP 0.2' (%wS, hA Qi rl, s �� 33 PARCEL J �� N4:�%)Q��Z) ,N DOC.# 2001-522J88 O.R. %N %N (X) 00 00 _= 22 (D 2 18.10 N8932"10'E 175,00" FD 1'lP/W (N8932'f0 '**E 175,00) ooR, Eo 862 0 0 PER RS 0 0 � 53/33 h ^ UP 0.2' (N8932'10"E 175.00) NO THING op Lri Lri � "� FRAIV LOU DRI VA 40 GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 120 2c�1 4117 SHEET i OF i SHEET RECORDER'S OS 32 TA IEA&cN r l- --Fan 2017, am THIS V, a'" DA Y OF L AT - 1'3l!i P.M. IN BOOK 141 RECORDS OF SUR V4"YATPAGES Q�lo AT THE REQUEST OF THE UY T SUR VE YOR TY �0 011-DOIC1609 iE£I d .00 PETER ALDANA ASSESSOR - COUNTRYLERK - RECORDER I A BY (j - -u SAC- 16t, DEPUTY COUNTYSTA ZOjOr THIS MAP HAS BEEN EXAMINED hV dOfipANCF WITH SECTION 8766 OF THE PROFESSIONAL LAND SURWYORS* ACT 7RISDAY OF TAdl 2 OZ. 7. �OPOWO �w RICHARD G. LANTIS L.S. 7611 Dn G* COUNTY SURVEYOR illw% C -j EXPIRATION DATE.- 12-3I-18 0 cc 0 CL. No. 7611 Exp- 12-31-18 q� o� pF C SURVEYOR'S - PS S rA TEMENT THIS MAP CORREC 7L Y REPRESENTS A SUR VE Y MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS" ACT A T THE REQUEST OF JAIME C0570 IN JUNE 2016. 0/0 DA TED.-. F110 GEORGE DARVASiW—STANCIU, L.S. 7884 EXPIRES 03-31-17 SUR VE YOR "S NO N� SAND ASA No. 7884 C:) w Exp. 03/31/17(= CA-\ • INDICA TES FOUND MONUMENT AS NOTED () INDICA TES RECORD DATA PER RS 53I33 O FD L&T LS 8136 IN CONCRETE DRIVEWA Y. FLUSH., NO REF O SET L & T LS 7884 IN CONCRETE DRI VE -WA Y, FLUSH. O FD CONC. NA 14, FLUSH NO REF., SET SPIKE AND WASHER LS 7884, FLUSH. THE PURPOSE OF THIS RECORD OF SURVEY IS TO TO SA 77SFY THE REQUIREMENTS OF SECTION 8762(b)(5) OF THE PROFESSIONAL LAND SURVEYOR'S ACT. .BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF PERRIS & VD AS SHOWN ON RS 5,xI33 BEING N00'18'20 $*W 0) 1 RiVCO. 16-700 �t NN PII? 4 C L. 0000 FD I '-#IPIW R.E. Q) Q) (Z) 862 PER RS Z `, 53/33 0* 2 r- A SEARCHED, t-Ajlll i�?14FD P 6000-1001111111111111111111111 rl")l loin (N8932'10"E 175.00) NO THING op Lri Lri � "� FRAIV LOU DRI VA 40 GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 120 2c�1 4117 SHEET i OF i SHEET RECORDER'S OS 32 TA IEA&cN r l- --Fan 2017, am THIS V, a'" DA Y OF L AT - 1'3l!i P.M. IN BOOK 141 RECORDS OF SUR V4"YATPAGES Q�lo AT THE REQUEST OF THE UY T SUR VE YOR TY �0 011-DOIC1609 iE£I d .00 PETER ALDANA ASSESSOR - COUNTRYLERK - RECORDER I A BY (j - -u SAC- 16t, DEPUTY COUNTYSTA ZOjOr THIS MAP HAS BEEN EXAMINED hV dOfipANCF WITH SECTION 8766 OF THE PROFESSIONAL LAND SURWYORS* ACT 7RISDAY OF TAdl 2 OZ. 7. �OPOWO �w RICHARD G. LANTIS L.S. 7611 Dn G* COUNTY SURVEYOR illw% C -j EXPIRATION DATE.- 12-3I-18 0 cc 0 CL. No. 7611 Exp- 12-31-18 q� o� pF C SURVEYOR'S - PS S rA TEMENT THIS MAP CORREC 7L Y REPRESENTS A SUR VE Y MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS" ACT A T THE REQUEST OF JAIME C0570 IN JUNE 2016. 0/0 DA TED.-. F110 GEORGE DARVASiW—STANCIU, L.S. 7884 EXPIRES 03-31-17 SUR VE YOR "S NO N� SAND ASA No. 7884 C:) w Exp. 03/31/17(= CA-\ • INDICA TES FOUND MONUMENT AS NOTED () INDICA TES RECORD DATA PER RS 53I33 O FD L&T LS 8136 IN CONCRETE DRIVEWA Y. FLUSH., NO REF O SET L & T LS 7884 IN CONCRETE DRI VE -WA Y, FLUSH. O FD CONC. NA 14, FLUSH NO REF., SET SPIKE AND WASHER LS 7884, FLUSH. THE PURPOSE OF THIS RECORD OF SURVEY IS TO TO SA 77SFY THE REQUIREMENTS OF SECTION 8762(b)(5) OF THE PROFESSIONAL LAND SURVEYOR'S ACT. .BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF PERRIS & VD AS SHOWN ON RS 5,xI33 BEING N00'18'20 $*W 0) 1 RiVCO. 16-700