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rs146_071-07124 G1 19 25 30 CO U-) 1 S89'52'39"E 1323.36' W S21 "36'46"E 0 0 co -lq- . 0 (. 6 n z �- 27.87' 3 m 1d- Lo co N ro W S61'22'47"E 0 0 O 0 15 Z , LINE TABLE V. ter- BEARING LENGTH 1 S89'52'39"E 1323.36' 2 S21 "36'46"E 66.15' t0 N (521'42'56"E 66.30') 3 500'12'21 "W 27.87' 3 (SOO-05004"W 27.93') 4 S61'22'47"E 61.24' 0 � (561'32'18"E 61.249) 5 (S40 -00'00"E 100.009) 0 o z S 39'54' 04" E 100.00' 6 S00'111589*W 65.62' w 0 (S00*05'04'9W 65.55') 7 S21 *36'02"E 188.90' 7 (S21 -42'56"E 188.90') 8 514'53'56"E 147.40' 8 (S15 -00'50"E 147.40') 9 S08'23'56"E 59.06' 9 (S08*30'50"E 59.069) 10 SO4'27108"E 96.19' 10 (504'34'02"E 96.19') 11 53201744"E 225.47' OFOUND 6X6 CONCRETE HIGHWAY MONUMENT WITH NAIL (S32 -24'38"E 224.69') 12 S61'22'47"E 2.67' AND THE SOUTHERLY R.O.W. LINE OF HWY 111 (S61*32'l WOE 2.711) 13 N89'54'25"W 1319.21 V( ((S89 -52'20"W 1319,20')) V. ter- i DELTA LENGTH rn '00-N 21'49'07" 66.64' N N �- L 21'48'00" 66.58') t0 N ' N N SEE DETAIL. "A" ACCEPTED FOR PUBLIC USE PER N 52'59120" 85.08') 3 92.00' 18'50'41" 30.26' w 0 (92.00' 18'50'41" 30.26') 0 � / 1 Q 2 0 (255.00' 21.48000" 97.02') 0 o z 945.0' C9 O (945.0' 06'42'06" 110.52) w 0 245.0' / (xx.xx) (245.01' 06'30900" 27.79') IN THE CITY OF PALM SPRINGS, COUNTY OF RIVERSIDE, CALIFORNIA RECORD OF SURVEY A SURVEY OF LOT 1 OF TRACT 3105 MB 51/33-35 BEING A PORTION OF SECTION 30, T4S, R5E, SBM TREVOR LEJA JA SURVEYING CORP JANUARY 2015 CURVE TABLE C.# RADIUS DELTA LENGTH 1 175.00' 21'49'07" 66.64' NOTE "A": (175.00' 21'48'00" 66.58') 2 92.00' 52'59'02" 85.08' ACCEPTED FOR PUBLIC USE PER (92.00' 52'59120" 85.08') 3 92.00' 18'50'41" 30.26' (92.00' 18'50'41" 30.26') 4 255.00' 21'48' 00" 97.02' (255.00' 21.48000" 97.02') 5 945.0' 06'42'06" 110.53' O (945.0' 06'42'06" 110.52) 6 245.0' 06'30'00" 27.79' (xx.xx) (245.01' 06'30900" 27.79') 7 445.0' 03056'48" 30.65' [XX.XX] (445.0' 03'56148" 30.651) 8 255.0' 27'50'36" 123.92' jXXXXj (255.0 27.50136" 123.92') 9 1040.00' 0824'36" 152.65' ((XX.XX)) (1040.00' 0802,5'17" 152.861) 10 92.00' 71'49'43" 115.34' : (92.00' 71'50'01" 115.33') � DETAIL "A" / NTS �,�.► � / 12 / 11 (c) IQ \, �z C10 rn Car- C2 � w � 80.001 C7 � \ C4 / � mai f S89°52'39"E 2763.77' JJN89*52'33"W 2763.83'i� 1440.40' (S89*59`54"E v 1440.40') sTAT AWA d yaw,c1q I1 � $�'IV Lo � S 72 453�IN S� Rte. { �2 S3'2 fi . � 191, g� 0`.5 7 o u cv \ � ��S SOUTHERN R/W OF HIGHWAY 11 Y o ,-� o vsr PER H/W R.O.W. MAP 425584 Z �00 C5 � S�+J (S806 00 0 SEE \ S7953�3g„E 311�.4237'� \NOTE 7 '' -- ' s rn 00 o r sQ \ . oo. N v `°v ii 8� ON -REVOCABLE, NON EXCLUSIVE � � M M �C� PRIVATE ROAD EASEMENT(.0 � F` C -q'3Ao5 _ "... J 0 c) C) <* o � ` 5�3 35 � 4 19 � CS u� --v, I - k_'�: � � p �gR� � lie g5 Nc� 0 \ a� SEE NOTE "A" 3.64 s0 -ta� (348.32') 348.26' ` (812.68') 812.52' ux STABLISHED BY (S89*59'46f$W 1443.449) PROPORTION PER S89'55'33"E 1443.13' MB 51/33-35 -VILL yo�3R 411'11 m77 'c� L I 44 po 4 c� w tLo 0 �.lrI co to O co (o (282.44') 282.34' l d �2 MONUMENT NOTES: AS PROPERTY CORNER <j) FD 1" IP FLUSH WITH PLASTIC PLUG ILLEGIBLE. SET PLUG LS 8869. SEARCHED FOR GLO BRASS CAP, FOUND NOTE "A": NOTHING. ACCEPTED AS W 1/4 COR SECTION 30 PER CR 15' RIDING AND HIKING EASEMENT 85/171 PER TRACT NUMBER 3105 NOT FD 2" USGLO BRASS CAP IN MONUMENT WELL PER MB ACCEPTED FOR PUBLIC USE PER QFOUND 1 1/2" IP FLUSH WITH THREADED CAP STAMPED "G" OWNERS CERTIFICATE OF SAID AT CORNER OF BLOCKWALL PER RS 31/05, PM 17/6, PM 11/05 TRACT 3105 AND MB 51/33-35. SEARCHED AROUND AND UNDER PIPE, FOUND NOTHING. ACCEPTED AS CW 1/16 CORNER SECTION 30 PER RS 112/82. DID NOT SET � FD 1" IP DOWN 0.3' WITH RCE 3101 N/T, NO ¢ REFERENCE, ACCEPTED AS PROPERTY CORNER �DFD 1" IP UP 0.6' DISTURBED AND LEANING EASTERLY WITH DISTANCE FROM WEST LINE OF SECTION 30 PER MB RCE 9101 N/T, NO REFERENCE. ALSO FD 2X2 UP 0.7' +/=0.8' 0 NORTHWEST WITH LS 2344 N/T, NO REFERENCE. DID NOT O ACCEPT EITHER MONUMENT. ESTABLISHED BY RECORD FD 2" USGLO BRASS CAP IN MONUMENT WELL PER RS PROLONGATION FROM MONUMENTS "5" AND "6", RESET 1" IP gFD 1" IP FLUSH WITH RCE 9101 N/T, NO REFERENCE, (xx.xx) ACCEPTED AS PROPERTY CORNER. ALSO FD 2X2 FLUSH +/-1.0' 0 Ftp 2" USGLO BRASS CAP IN MONUMENT WELL PER RS NORTHWEST WITH LS 2344 N/T, NO REFERENCE, DID NOT MB 51/33-35 ACCEPT. [XX.XX] ©FD 1" IP FLUSH WITH RCE 9101 N/T, NO REFERENCE, 0 FD 2" BRASS CAP IN ON LARGE ROCK STAMPED ACCEPTED AS PROPERTY CORNER RS 10392 7 SEARCHED FOUND NOTHING, SET 1" tP LS 8869 BY jXXXXj COMPASS ADJUSTMENT Ll(DFD 2X2 FLUSH NO TAG, NO REFERENCE, NOT ACCEPTED (� FOR POINT ON LINE ((XX.XX)) (DFOUND 1" IP RCE 9101. N/T DOWN 0.8', NO REFERENCE, nFD 6"X6" CONCRETE HIGHWAY MONUMENT WITH NAIL IN ACCEPTED AS PROPERTY CORNER RS 31/05 0 FOUND 1" IP RCE 9101 N/T FLUSH, NO REFERENCE, : ACCEPTED AS PROPERTY CORNER SET 1 IP AT RIGHT OF WAY HIGHWAY 111 BY OFOUND 6X6 CONCRETE HIGHWAY MONUMENT WITH NAIL RS 112/82-83 IN TOP UP 1.5' PER MB 51/33-35-, AND RS 112/821 ACCEPTED INTERSECTION OF THE WEST LINE OF SEC 30 0 SET 1'* IP AT INTERSECTION OF HIGHWAY RIGHT OF AND THE SOUTHERLY R.O.W. LINE OF HWY 111 yip 1" IP RCE 9101 N/T FLUSH, NO REFERENCE, ACCEPTED=.� 401bLoa �o��4iS� SHEET 1 OF 1 SHEET RECORDER'S STATEMENT: FILED TH S 1h _DAY OF 2016 AT T M IN BOOK @_ OF RECORDS OF SURVEY AT PAGE _71____ AT THE REQUEST OF THE COUNTY SURVEYOR FEE w �r�_��_ N0. PA� PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER URVEYOR'S STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT - AT THE REQUEST OF BEVERLY PATENCIO DIAZ IN JANUARY OF 2015. TREVOR LELI�,' LS_ 8869 DATE �Q 1.AN0 f 4�v * PLS 8869 Of C F EDERq o �G cum C ° ° �p (_) O� 0 Q 0 � co L E J COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION � 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS . 3 DAY OF _ laC_ , 2016. NAL LANO G. I_CH ARD G. LAN LS 7611 0 0 COUNTY SURVcr EXP. 12- 31- 2016f4°' 7611 Exp. 12-31-116 OF CALF J 11R VC I VR AS PROPERTY CORNER �-- SET 1 "IP RECORDD ISTANCE BETWEEN FOUND HIGHWAY r- BASIS OF MONUMENTS "11" AND "20" L N N to FD 2" USGLO BRASS CAP IN MONUMENT WELL PER MB �-- T4S, R5E TAKEN AS N00'06'009'E 51/33-35 FOR NW CORNER. SECTION. 30 w ® NORTH 1 /16TH CORNER ESTABLISHED BY PROPORTION PER RS 112/82. DID NOT SET ` 0 ¢ SEARCHED FOUND NOTHING. SET 1" IP AT RECORD ° DISTANCE FROM WEST LINE OF SECTION 30 PER MB SET 1" IP LS 8869 0 51/33-35 O O Z FD 2" USGLO BRASS CAP IN MONUMENT WELL PER RS z 112/82-83 ACCEPTED AS CN 1/16 CORNER SECTION 30 (xx.xx) INDICATES 0 Ftp 2" USGLO BRASS CAP IN MONUMENT WELL PER RS PER MB 51/33-35 31/05 FOR CENTER 1/4 SECTION 30 [XX.XX] INDICATES 0 FD 2" BRASS CAP IN ON LARGE ROCK STAMPED PER RS 10392 "TERRI" PER CR 85/171 jXXXXj INDICATES FD 6"X6" CONCRETE HIGHWAY MONUMENT WITH NAIL IN 4p. N (� ACCEPTED AS BIGHT OF WAY HIGHWAY 111 ((XX.XX)) INDICATES nFD 6"X6" CONCRETE HIGHWAY MONUMENT WITH NAIL IN PER RS 31/05 P. ACCEPTED AS RIGHT OF WAY HIGHWAY 111 : a SET 1 IP AT RIGHT OF WAY HIGHWAY 111 BY `- 0 RS 112/82-83 PROPORTION PER MB 51/33-35 SURVEY DATES 0 SET 1'* IP AT INTERSECTION OF HIGHWAY RIGHT OF 0 • WAY AND 80' OFFSET FROM THE EAST LINE OF LOT 1 MB 0 O 51/33-35 V( z 401bLoa �o��4iS� SHEET 1 OF 1 SHEET RECORDER'S STATEMENT: FILED TH S 1h _DAY OF 2016 AT T M IN BOOK @_ OF RECORDS OF SURVEY AT PAGE _71____ AT THE REQUEST OF THE COUNTY SURVEYOR FEE w �r�_��_ N0. PA� PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER URVEYOR'S STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT - AT THE REQUEST OF BEVERLY PATENCIO DIAZ IN JANUARY OF 2015. TREVOR LELI�,' LS_ 8869 DATE �Q 1.AN0 f 4�v * PLS 8869 Of C F EDERq o �G cum C ° ° �p (_) O� 0 Q 0 � co L E J COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION � 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS . 3 DAY OF _ laC_ , 2016. NAL LANO G. I_CH ARD G. LAN LS 7611 0 0 COUNTY SURVcr EXP. 12- 31- 2016f4°' 7611 Exp. 12-31-116 OF CALF EURPOSE OF SURVEY: THE PURPOSE OF THIS SURVEY IS TO ESTABLISH LOT 1 OF TRACT 3105 AS SHOWN ON MB- 51/33-35 L13 18 0 75 150 300 600 GRAPHIC SCALE IN FEET RIV CQ 15-016 1M f -- - - - - - J 11R VC I VR J IV V I GJ: BASIS OF BEARINGS IS THE WEST UNE OF THE NORTHWEST QUARTER OF SECTION 30, T4S, R5E TAKEN AS N00'06'009'E PER RS 103/92 • INDICATES FOUND MONUMENT AS NOTED O INDICATES SET 1" IP LS 8869 FLUSH UNLESS OTHERWISE NOTED (xx.xx) INDICATES RECORD DATA PER MB 51/33-35 [XX.XX] INDICATES RECORD DATA PER RS 10392 jXXXXj INDICATES RECORD DATA PER CR 85/171 ((XX.XX)) INDICATES RECORD DATA PER RS 31/05 jjXX,XXjj INDICATES RECORD DATA PER RS 112/82-83 SURVEY DATES -.12-8-14, 1-19-15 EURPOSE OF SURVEY: THE PURPOSE OF THIS SURVEY IS TO ESTABLISH LOT 1 OF TRACT 3105 AS SHOWN ON MB- 51/33-35 L13 18 0 75 150 300 600 GRAPHIC SCALE IN FEET RIV CQ 15-016 1M f -- - - - - -