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rs143_015-015ao 15 -003Y954 - - 0 A ��- N89'26'05 "E 1330.09' (N89`28'40 "E 1330.09'R1) N8926'05 1326.61' (N89'26'05'E 1326.59'R6) BASIS OF BEARINGS WEET 1 IF 1 W. EET IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, - o. o_Q. - �--- _ __ -- 1270.06 _ - ___ '-- - -- RECORDER'S STATEMENT �.., 3.48' 160' 1'�j 55.QQ� ; FILED THIS__DAY OFff W_j_ 2015, AT IN ``�- BOOK 14 RECORDS OF SURVEY AT PAGE_L AT THE rl- ---- -- - _ - -_ -_ REQUEST OF THE COUNTY SURVEYOR °' N 00 1 ° v BEING A SURVEY OF A PARCEL 3, OF PARCEL MAP 27131 AS PER MAP FILED IN N0�- -�►�3$�_ FEE 10-00 o o BOOK 184, PAGES 87 THROUGH 91 OF PARCEL MAPS, IN THE OFFICE OF THE PETER ALDANA, ASSESSOR - COUNTY CLERK- RECORDER �� p � COUNTY RECORDER OF SAID COUNTY I o N 4 �� SECTION 18, T. 5S, R. 7E SBM eY: n 1 c��t _ 1A A Ann, 12 DEPUTY o • J. W. MUSIAL L.S. 8596 M 205.9T 206. Dft 6 �� ° 9�4 0 2" Q M N8'� "w X 88.97 ' D ='4ti 2'' " R� G & G ENGINEERING, INC. DATE OF SURVEY: MARCH 2014 -�- - - F - (N - 89* 48 '53 0 E 289.00'R1) D_ 90 ;• _ \ ` R` sly o 0 00 R1 ON CL TOTAL o S � D_90'00'20" R= 575.00' > � s L- 903.26' I PA Ste ) gam T= 575.06' D= 15'15'25" 4,V �; O O• R= 450.00 Z .� T= 60.27' N ( L= 119.83' COUNTY sLJB�YOR'S 6T8T1FJ EdI 1 ' SURVEY08.'5 .SSAMMEI1I ,A THIS MAP HAS BEEN EXAMINED IN ACCORDANCE TH SECTION 8766 OF THE ui 0 1-1 < � `� 2 L PROFESSIONAL LAND SURVEYORS' ACT THIS AY OF _JA 015. THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN 0 1 ��v' N� 6 i CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT AT I , , THE REQUEST OF PACIFIC DEVELOPMENT PARTNERS, LLC IN FEBRUARY 2014 $ SURVEY'S !�l�T�� `��� p 3 .42 � %''�0 1 z 1 \ 33 .E 3� 3V) 1 �_......._ I 311 ' THE BASIS OF BEARINGS USED FOR THIS MAP ARE BASE , �.� �Rl ' _ �\` oo 01-02-15 ON SOUTH LINE OF PARCEL 2 AS SHOWN ON RS -p3 -,, - O D= • ` N 15'15 25 �O R� J.W. USIAL LS 8596 DATE � �AMp 133/58 -59 BEING N 89'26'05 "E R= 420.00' I N, 4"E� ' �� ) RICHARD G. LANTIS, TY SURVEYOR PL LANQ N� L= 111.84 LS.7611 EXPIRATION DATE: 12 -31 -16 p� s A fi f 3 y D G. o ( INDICATES FOUND MONUMENT AS NOTED � T= 56.25 r c� �q.R • c f D=1 5*58'17' t r N ,� -f IN. 1[[7631►I. i i Q INDICATES SET NAIL AND TAG LS 8596 IN CONCRETE O °f w 0 p R= 575.00 0 No. 7611 I x 1W. L4 8666 N * - 1 k T= 80.66' m r a w Q INDICATES SET 1 IP WITH TAG LS 8596, FLUSH N a' ` •• "0) * Exp. 12.31 -16 Ik L C-4 N L= 160.28 o -4 rn i r g i z Q R1 RECORD DATA PER PM 27131 PMB 184 87 -91 1 n / I ;� C> R2 RECORD DATA PER TR 28457 -2 MB 263/14 -16 W ' z R3 RECORD DATA PER TR 28457 -4 MB 272/35 -37 , i i N -- ---•+ 0)i 1 R4 RECORD DATA PER TR 23773 -5 MB 289/63 -66 g 0i ESTABLISHMENT OF N'LY LINES OF TRACTS I R5 RECORD DATA PER TR 28458 -3 MB 286/62 -64 0 ; ; m GRAPHIC SCALE 28457 -2 AND 28457 -4, WAS USED ONLY AS THE BEST R6 RECORD DATA PER RS 133/ 58 -59 zz i EVIDENCE OF LOCATION OF NE'LY CORNER OF PARCEL 2, I O ; X50 0 Ts 150 300 am PMB 184/87 -91. NO CLAIM IS MADE THAT THIS LINE REPRESENTS N'LY LINE Ih R&M INDICATES RECORD do MEASURE R1 �. ,' ;r' ha a,' OF PARCEL 2 OF PM 27131. 1O R2 +R3 INDICATES COMBINED RECORD t r,. c SFN INDICATES - SEARCHED FOUND NOTHING j"" D =45'42'51' D =45'42'47" ( IN FE PER R EST ABLISHED NW CORNER OF LOT 11 SFN, POSITION ESTABLISHED BY Cn I R 450.00 R 450.00 FROM HOLDING RECORD DISTANCE PER R2 ESTABLISHED BY HOLDING RECORD DISTANCE OF 386.98 \ L= 359.04' ' L= 359.03 n_ S NCE THE NW CORNER OF LOT 11 OF TR 28457 -2 � ' * PER R3 HOLDING RECORD DISTANCE SCALE 1 -150 , I ` T= 189.69 T= 189.69 PER R2 TRACTR SET NOTHING BOUNDARY OF SAID MQNUMENI NOTES p N89'26'42"E 2435.65' (N89'28'40 "E 2435.70'R1) -� ! ` NO'26'39 "W ___- - - - - -- -- -- ---- - 386.98 �386.98 ' " y - 547.66' (547.72' R2 +R3) 3� N89'28'S E� R2 sic 1 FD 1 IP TAGGED LS 4989 FLUSH, PER RS 133/58 -59 � �S. SFN, POSITION ESTABLISHED 0.20 (N89'28 3 ) �. 2 FD NAIL & TAG LS 4989 FLUSH PER RS 133/58 -59 BY COMPASS RULE BETWEEN N00'26 39 W Nm I (934.70' R2 +R3) 1 3 FD 1" IP TAGGED LS 4989 UP 0.2' PER RS 133/58 -59 `' - ?p, NORTHEAST CORNER OF PARCEL 2 145.97'M&R3 I N89'28'33 "E 934.64 i•� I 5 FO 1' IP W/PLASTIC PLUG ILLEG., FLUSH, PER TR 28457 -4 �0 -41, AND PM CORNER OF PARCEL 3 I o0 I © f FD 1" IP OPEN FLUSH, PER TR 28457 -4 © s ER M 27131, PMB 184/87 91 O O zv Q 1 6 FD 1' IP OPEN FLUSH, PER TR 28457 -2 Is m N ?s i b Q o ,1 S O 7 I bi N FD 1' IP W/PLASTIC PLAG ILLEG. FLUSH, PER TR 28457 -2 '�e• �� 1 17 1 1 M � 1 1 J IMP" Qt I � �Nr PN� NAM M \ R I ONN to C> 1 N O I^ D STAN C N I 4�a�LL��+ ` - i z N 0 I Z " 1 N z . i 1 D 45*06'33" D =45'06'30' 133.33' .. 6z L1 125.15' N 89'48'21" W 125.15 R4 360.58' '�� ©- - _ z R= 458.00' R = - 2 56.95' 256.933) 'R Q ( ) Q \ L= 360.58 ( L- 0 ( 133.35'R3) _ 2 71.7 0 (2 R3) 276. R +R 3� I L2 32.53 N 44 W ( 32.53 R1) = T= 190.22' -� ' (19.13 R1) Z� T 1 90 '� N89 32 52 E 938.02 (N89 3511E 938.00 R2 +R3) o L3 19.10' N 58'29'24" W I ' L4 79.88' N 00'2 , N 00'2 W W (80.00; R5) , CENTERLINE OF PALM ROYAL DRIVE L5 180.00 I T20 180.00 R5 ( ) ESTABLISHED BY COMPASS RULE. cr L6 14.69' N 89'2458" E ( 14.67; R1) �-�-.� CALCULATION WERE PERFORM TO PI'S ` $ T ORNO DRW L7 15.07 N 89 E ( 15.04 R1) POINTS 1 -°% a' v� � .r . , U� 4�� �I o, Z 3 FD 1 "IP W/PP ILL. FLUSH, PER R5 Q 3 I '+ o 1 CENTERLINE INTERSECTIONS OF PALM I ROYAL DRIVE AND FRED WARING DRIVEI o FD BRASS DISC LS 8223 I FD SPK. do WASHER STAMPED 'RIV ESTABLISHED BY PRORATION PER R1 QD1 0 ° o -' FD 1'IP W/PP ILL FLUSH, PER R5 URVEYOR IN LIEU OF SPIKE & TAG RCE 8638 " PER CR 09 -531 SET NOTHING 4`I /86-94 z CO. Q 8� o � SFN. ESTABLISHED BY INTERSECTION FLUSH I I 0.1 DOWN z o - 1 i ' z 1121.31 (1121.25 R5) 1067.88 (1068.01' R5) 216.01 -� - - - - - - - - - - - - - - - - - - - - - - - - V - 15 - 90 - .61' - 590.61 (1590.57' _ - - - - - - R1) (1590.64 R5) � 2189.22 (2189.17' R1) 1 1 L1 N8933'O 3779.83' (N8935'10 "E 3779.74' R1) FRED WARING DRIVE Q 3779.83 ' (3779.97 R4) , N89'33'07" E 3904.98' ( N89 35 "E 3905.12' R4) I� FD BRASS DISC LS 8223 IN LIEU OF 1 "IP RCE 9121 PER MB 289/63 -66 FLUSH RIVCO 14070