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rs148_086IN THE CITY OF RANCHO MIRAGE, COUNTY OF RIVERSIDE & STATE OF CALIFORNIA RECORD OF SURVEY JUSTMENT 04-08 RECORDED 11/17/2004 AS INST. N0. 2004-0917751,9 O.R. SECTION 3., TOWNSHIP 5 SOUTH., RANGE 5 EAST, S.B.M. TING, INC. MAY - 2017 MONUMENT NOTES 10 FD. 2" BRASS DISC IN LARGE ROCK OUTCROP STAMPED "1986, T4S R5E, S33/S4/S3, T5S R5E, LS 4146", PER MB 160/64-77, ACCEPTED AS NORTHWEST COR. SEC. 3 F-2]FD. 1 " I.P. W/TAG, "LS 4146", FLUSH, PER M.B. 160/64-77, ACCEPTED AS AN ANGLE POINT ON THE N'LY LINE OF LOT 48 M.B. 160/64-77 F31 FD. NAIL & TAG, IS 4146", FLUSH IN ROCK, PER M.B. 374/6-18, ACCEPTED AS AN ANGLE POINT ON THE N'LY LINE OF LOT 48 M.B. 160/64-77 F41 FD. COPPERWELD STAMPED "LS 5428", FLUSH, PER M.B. 443/11-169 ACCEPTED AS POINT ON C/L OF FRANK SINATRA DRIVE AT THE EASTERLY PROLONGATION OF THE S'LY LINE OF PARCEL 4 OF P.M. 182/35-37 05 FD. COPPERWELD STAMPED "LS 5428", FLUSH, PER M.B. 443/11-16, % N ACCEPTED AS C/L P.C.C. OF FRANK SINATRA DRIVE p� d- © FD. 1 " I.P. W/TAG, "LS 4146", FLUSH, PER M.B. 160/64-77, ACCEPTED AS OF LOT 48 M.B. MOST S'LY COR. LOT 48 M.B. 160/64-77 [71 FD. 1 " I.P. W/TAG, IS 4146", FLUSH, PER M.B. 160/64-77, ACCEPTED AS AN ANGLE POINT ON THE S'LY LINE OF LOT 48 M.B. 160/64-77 ® FD. 1 " I.P. W/TAG, "LS 4146", FLUSH, PER M.B. 160/64-77, ACCEPTED AS AN ANGLE POINT ON THE S'LY LINE OF LOT 48 M.B. 160/64-77 [�9 FD. 1 " I.P. W/TAG, IS 4146", FLUSH, PER M.B. 160/64-77, ACCEPTED AS AN ANGLE POINT ON THE S'LY LINE OF LOT 48 M.B. 160/64-77 10 FD. 1 " I.P. W/TAG, IS 4146", FLUSH, PER M.B. 160/64-77, ACCEPTED AS AN ANGLE POINT ON THE S'LY LINE OF LOT 48 M.B. 160/64-77 [-1-1] FD. 1" I.P. W/TAG, IS 4146", FLUSH, PER M.B. 160/64-77, ACCEPTED AS AN ANGLE POINT ON THE S'LY LINE OF LOT 48 M.B. 160/64-77 [1--2] FD. 1 " I.P. W/TAG, IS 4146", FLUSH, PER M.B. 160/64-77, ACCEPTED AS AN THE SW COR. OF LOT 48 M.B. 160/64-77 [1-31FD. 2" BRASS DISC ON 1 1/2" I.P. STAMPED "1986 1/4 S4+S3 LS 4146", UP 0.8', PER M.B. 160/64-77, ACCEPTED AS W. 1/4 COR. SEC. 3 F1_4] FD. COPPERWELD STAMPED "LS 4146', FLUSH, PER MB 160/64-77, ACCEPTED AS C/L E.C. OF FRANK SINATRA DRIVE NW COR. SEC. 3 N= 292249864.7512 E= 6,498,066.3395 GPS CONTROL DIAGRAM NTS PSAP (PALM SPRINGS AIRPORT N= 2,241,807.7961 E= 6,487,561.5050 w NAD83 CA ZONE 6 w - EPOCH DATE 2007.0 �M rn z 0) V_ M w WEST 1/4 COR.----"_ SEC. 3 N= 2,222,123.1328 E= 6,498,040.3705....... 25,p42.149, EL= 625.90 N 61.3p,5 �GR�D) w 160' 240' 320' CALE 1 "=80' COTD (COLLEGE OF THE DESERT) N= 2,210,180.1110 E= 6,520,051.1281 NAD83 CA ZONE 6 EPOCH DATE 2007.0 oil "lq t * 000, OCG/G/�JRL a� SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS - DAY OF 20 {� , AT 1;,Ss f.M. IN BOOK OF RECORDS OF SURVEY, AT PAGE NO AT THE REQUEST OF THE COUNTY SURVEYOR. No. 0211011 FEE 4 of PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: ��J'7�ai..,,EPUTY SURVEYOR'S STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN NPa- LgNO CONFORMANCE WITH THE REQUIREMENTS OF �_c,�0 cS'G�L THE PROFESSIONAL LAND SURVEYORS' ACT, AT `� THE REQUEST OF GENLB-RANCHO LLC, A � �.� DELAWARE LIMITED LIABILITY COMPANY, IN MAY a CHARLES R. HARRIS 0 OF 2017. No. 4989 DATE:(� ! I � Z O/ % - 2 In. OF CA�- / c1le9_ CHARLES R. HARRIS P.L.S. 4989 COUNTY SURVEYOR'S STATEMENT LANp s THIS MAP HAS BEEN EXAMINED IN CO ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT, THIS a V� /8 DAY OF 7-a e. y r No. 7611 20 s�9TF o���Q OF C A\, -F RICHARD G. LANTIS P.L.S. 7611 COUNTY SURVEYOR SURVEYOR'S NOTES THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 6, NAD 83 (EPOCH 2007.0), BETWEEN CONTINUOUS OPERATING % N V i r o� p� d- ARE GROUND. TO z� w MULTIPLY GROUND N CONVERGENCE ANGLE OF WEST 1/4 COR.----"_ SEC. 3 N= 2,222,123.1328 E= 6,498,040.3705....... 25,p42.149, EL= 625.90 N 61.3p,5 �GR�D) w 160' 240' 320' CALE 1 "=80' COTD (COLLEGE OF THE DESERT) N= 2,210,180.1110 E= 6,520,051.1281 NAD83 CA ZONE 6 EPOCH DATE 2007.0 oil "lq t * 000, OCG/G/�JRL a� SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS - DAY OF 20 {� , AT 1;,Ss f.M. IN BOOK OF RECORDS OF SURVEY, AT PAGE NO AT THE REQUEST OF THE COUNTY SURVEYOR. No. 0211011 FEE 4 of PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: ��J'7�ai..,,EPUTY SURVEYOR'S STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN NPa- LgNO CONFORMANCE WITH THE REQUIREMENTS OF �_c,�0 cS'G�L THE PROFESSIONAL LAND SURVEYORS' ACT, AT `� THE REQUEST OF GENLB-RANCHO LLC, A � �.� DELAWARE LIMITED LIABILITY COMPANY, IN MAY a CHARLES R. HARRIS 0 OF 2017. No. 4989 DATE:(� ! I � Z O/ % - 2 In. OF CA�- / c1le9_ CHARLES R. HARRIS P.L.S. 4989 COUNTY SURVEYOR'S STATEMENT LANp s THIS MAP HAS BEEN EXAMINED IN CO ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT, THIS a V� /8 DAY OF 7-a e. y r No. 7611 20 s�9TF o���Q OF C A\, -F RICHARD G. LANTIS P.L.S. 7611 COUNTY SURVEYOR SURVEYOR'S NOTES THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 6, NAD 83 (EPOCH 2007.0), BETWEEN CONTINUOUS OPERATING REF. STATIONS (CORS) COTD AND PSAP. TAKEN AS: N 45'46' 12.68" W BEARINGS AND DISTANCES SHOWN ARE GROUND. TO OBTAIN GRID DISTANCES, MULTIPLY GROUND DISTANCES BY 0.999957825. THE CONVERGENCE ANGLE OF GRID NORTH IS -0'06'54" AT THE SOUTHWEST COR. OF LOT 48 M.B. 160/64-77, USING AN ELEVATION OF 625.90'. 9 INDICATES FOUND MONUMENT AS NOTED. O INDICATES SET 2" I.P. W/TAG "P.L.S. 4989", FLUSH. Q INDICATES SET NAIL & TAG "P.L.S. 4989", FLUSH IN ROCK UNLESS OTHERWISE NOTED. (-) R1 INDICATES RECORD DATA PER M.B. 160/64-77. (-) R2 INDICATES RECORD DATA PER L.L.A. 04-08 RECORDED 11/17/2004 AS INST. N0. 2004-0917751, O.R. q INDICATES CENTERLINE (R) INDICATES RADIAL BEARING ESP INDICATES ESTABLISHED BY SINGLE PROPORTION SURVEYOR'S STATEMENT GROUND SURVEY WORK WAS CONDUCTED ON MAY 269 2017. THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE NORTHERLY LINE OF PARCEL 2 OF L.L.A. 04-08 RECORDED 11/17/2004 AS INST. N0. 2004-0917751, O.R. RIV* CO. 17-069 .1.N. 1790