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rs148_073f I IN THE CITY OF COACHELLA., COUNTY OF RIVERSIDE & STATE OF CALIFORNIA 04 NORTH LINE OF RECORD OF SURVEY S 1/2 NW 1/4 sw iia BEING THE SOUTH HALF OF THE NW 1/4 OF THE SW 1/4 SEC. 20, T.5S., R.8E. N 89'55'45'W_ 1325.59• AND A PORTION OF THE SW 1/4 OF THE SW 1/4 SEC. 20, T.5S., R..8E.,, S.B.M. (3.59')R1 - - - (4.260)R1 (N 89.53.59° w 1325.59')R/1J�� —{./�//I ID MSA CONSULTING, INC. MAY - 2017 M N. LINE OF S. 20 AC.J � 1920 o T- .^ -u-) U LO PER RS 146/56 C° U.) /n (0 DETAIL •A• ul NOT TO SCALE (N (N 89 '5794291 W 1 325.85 ) R 1 89'57'42" W 2651.571)R1 B (N 89'57'42" W 1325.72')R 3638", DN 0.8', PER PM N 1/2 NW 1/4 SW 1/4 to 0 - DOC. NO. L 2016-0403198 SEC. 20, T5S, R8E LINE OFPER REC. 9/16/20169 O.R. �o N STAMPED "L.S. 3638", DN 2.21, O DOC # 2001-569315/-NORTH S 1/2 NW 1/4 O N CO N c0 ry NW 1/4 OF SW 0 Q) c;d REC. 11/15/2001, 0. R. SW 1/4 FD. SEE DETAIL wAw . V W o PER 0w 0) FOUND 1 " I.P. STAMPED "P.L.S. 4989", FLUSH, PER RS 146/56, ACCEPTED AS 0 iy.----------------------------- PARCEL "A" FDJ FD. ------------ I.P., ABOVE � PER PM N 89'55'45" W 1325.59' PARCEL A AS REC. 9/15/2016, O.R. ,n N (N 89'53'59" W 1325.599) R 1 0 2003-03 NORTH LINE OF THE FD. REC. 00 r SEE DETAIL A SOUTH 20 ACRES ESTABLISHED PM w N N `,4 04 N 89'59'38" W A B O V E CORNER OF PARCEL 2 OF LLA 2001-04 PARALLEL TO THE O.R. N 00'00'22" E 1 " 64.00' M&R PER R 1 &R6 SOUTH LINE OF THE FLUSH, PER RS N 89059938" W 'd �- w ACCEPTED AS THE SW COR. OF 158.77' M&R PER R 1 &R6 - -� NW 1/4 SW 1/4 PER RS 146/56 win L=266.23' =9970.00 N .. w M LOSOUTH )R1 HALF OF NW 1/4 OF SW 1/49P 447.36' R1 0=01'31'48" -� N 89'59 38 0 0 0 50) U-) SEC 20, T5S, R8E 00 � 0 0 0 c° CO C,• PER DOC. # 2016-0368919 `O C°o 0 z zv Q�` � REC. 8/26/20169 O.R. O� H W W z O CO) CC: cr a 114 O d' f-... Lr)* L0 N N N N P7 r7 r7 PO n�Ir - 19 O " cpe (S 89053'52 E 1325.41) R2 (N 89053'59" W 1325.33')R1 (732.03')R1 (254.27')R1 (254.27) R6 30 29 fes-- (339.03')R1 � PARCEL 2 � PER LLA 2001-04 REC. 02/19/2004 � DOC. N0. � 2004-01138029 � O.R. N, QPM. I 1z,� Q• (274.23')R1 (85')R1 N oLOLO vi vi 0 N N N r— LO �r- 00 00 W VISTA DEL NORTE 522.989)R 1 F o R/W (S 89 59 33 E 2654.38) R4 LO (S 89°59'38" E 2654.49') R2 (1327.24') R2 N 89'5935" W 2654.52')R 1 1327.21' R1 -- INTERSTATE HWY 10 of 200P 4009 600' 800p SCALE 1 to •• (163.75')R1 (219.14') R2 (219.18')R1 0002" 15" �1327.31')Rl(1327.250) R2- GROUND SURVEY WORK WAS CONDUCTED ON OCTOBER, 2016 MONUMENT NOTES F] FD. Flo I.P., STAMPED "L.S. 3638", DN 0.8', PER PM GRANT DEED �G' to 0 THE CENTER 1/4 CORNER DOC. NO. AS SE CORNER OF PARCEL 2 OF LLA 2001-04 2016-0403198 0 o FD. REC. 9/16/20169 O.R. �o N STAMPED "L.S. 3638", DN 2.21, O PM 82/76, PM 95/8 AND RS 146/569 O N CO N c0 ry NW 1/4 OF SW 0 Q) c;d SECTION 20 z FD. 1" . V W o PER 0w 0) FOUND 1 " I.P. STAMPED "P.L.S. 4989", FLUSH, PER RS 146/56, ACCEPTED AS 0 � PARCEL "A" FDJ FD. CERTIFICATE OF I.P., STAMPED "L.S. COMPLIANCE PER DOC. # PER PM 2016-0400499 PARCEL A AS REC. 9/15/2016, O.R. PER LLA 0 2003-03 0 FD. REC. z STAMPED "L.S. 11/06/2003 PER PM DOC. N0. N 89'59'38" W 2003-8816029 CORNER OF PARCEL 2 OF LLA 2001-04 95.411 M&R PER R1; (95.48)R6 O.R. N 00'00'22" E 1 " 64.00' M&R PER R 1 &R6 "P.L.S. 4989", FLUSH, PER RS N 89059938" W ACCEPTED AS THE SW COR. OF 158.77' M&R PER R 1 &R6 - -� "A" win L=266.23' =9970.00 )R1 447.36' R1 0=01'31'48" -� N 89'59 38 30 29 fes-- (339.03')R1 � PARCEL 2 � PER LLA 2001-04 REC. 02/19/2004 � DOC. N0. � 2004-01138029 � O.R. N, QPM. I 1z,� Q• (274.23')R1 (85')R1 N oLOLO vi vi 0 N N N r— LO �r- 00 00 W VISTA DEL NORTE 522.989)R 1 F o R/W (S 89 59 33 E 2654.38) R4 LO (S 89°59'38" E 2654.49') R2 (1327.24') R2 N 89'5935" W 2654.52')R 1 1327.21' R1 -- INTERSTATE HWY 10 of 200P 4009 600' 800p SCALE 1 to •• (163.75')R1 (219.14') R2 (219.18')R1 0002" 15" �1327.31')Rl(1327.250) R2- GROUND SURVEY WORK WAS CONDUCTED ON OCTOBER, 2016 MONUMENT NOTES F] FD. 1" I.P., STAMPED "L.S. 3638", DN 0.8', PER PM 95/8 AND RS 146/56, ACCEPTED AS PM 82/76 AND RS 146/56, THE CENTER 1/4 CORNER OF SECTION 20 AS SE CORNER OF PARCEL 2 OF LLA 2001-04 NAD83 CA ZONE 6 EPOCH DATE 2007.0 © FD. lop I.P., STAMPED "L.S. 3638", DN 2.21, PER PM 82/76, PM 95/8 AND RS 146/569 146/56, ACCEPTED AS NE COR. OF NW 1/4 OF SW 1/4 OF SECTION 20 C� FD. 1" I.P., STAMPED "P.L.S. 4989", FLUSH, PER RS 146/56, REMOVED TO AVOID FOUND 1 " I.P. STAMPED "P.L.S. 4989", FLUSH, PER RS 146/56, ACCEPTED AS CONFUSION WITH NE COR. OF S 1/2 OF THE NW 1/4 OF SW 1/4 FDJ FD. lop I.P., STAMPED "L.S. 3638", DN 0.7, PER PM 82/76 AND RS 146/56, ACCEPTED N= 2,210,180.113 AS NE CORNER OF PARCEL 2 OF LLA 2001-04 E= 6,520,051.126 GPS CONTROL DIAGRAM DE FD. 1 " I.P., STAMPED "L.S. 3638", UP 0.1', PER PM 82/76 AND RS 146/56, ACCEPTED AS NW CORNER OF PARCEL 2 OF LLA 2001-04 FF-1FD. 1 " I.P., "P.L.S. 4989", FLUSH, PER RS 146/56, ACCEPTED AS THE SW COR. OF PARCEL "A" © FD. lop I.P., STAMPED "DIV HWYS", DN 2.0', PER PM 82/76, CAL MON MAP 204-728 AND RS 146/56, ACCEPTED AS A POINT ON THE R/W OF VISTA DEL NORTE RD. N= 2,241,807.796 FH-] FD. lop I.P., STAMPED "L.S. 3638", DN 0.3', PER PM 82/76 AND RS 146/56, ACCEPTED AS SE CORNER OF PARCEL 2 OF LLA 2001-04 NAD83 CA ZONE 6 EPOCH DATE 2007.0 1K FOUND 1" I.P., STAMPED "P.L.S. 4989', FLUSH, PER 8.00' SWING TIES SHOWN ON CALTRANS MON. MAP 204-728 AND RS 146/56. ACCEPTED AS THE S 1/4 COR. SEC. 20 FD. N&T, STAMPED "DIV HWYS", FLUSH IN CONCRETE, PER PM 82/76 AND RS 146/56, ACCEPTED AS THE SW CORNER OF SECTION 20 N_ 2,205,112.796 FD. 3 1/2" BR DSK, STAMPED "US BLM S 1/16 S 19-20", DN 1.9', PER PM 82/76 AND RS 146/56, ACCEPTED AS THE S 1/16 CORNER OF SECTION 20 F -L] FOUND 1 " I.P. STAMPED "P.L.S. 4989", FLUSH, PER RS 146/56, ACCEPTED AS THE W 1/4 CORNER OF SECTION 20 Fm_1 FOUND 1" I.P. STAMPED "P.L.S. 4989", FLUSH, PER RS 146/56, REMOVED TO AVOID CONFUSION WITH NW COR. OF S 1/2 OF THE NW 1/4 OF SW 1/4 [N] FD. 1" I.P., "P.L.S. 4989", FLUSH, PER RS 146/56, ACCEPTED AS THE NW COR. OF PARCEL "A" zor�-v�`3�s� SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS 19 14.oe DAY OF *.7&4 A%g 2017, AT ; 04 A.M. IN BOOK 1�g OF RECORDS OF SURVEY, AT PAGE �,3 AT THE REQUEST OF THE COUNTY SURVEYOR. No. zoic -azo 3G Ur FEE FEE /0-,90 ww PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY:A�4�04PUN SURVEYOR'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 COACHELLA VALLEY HOTEL, LLC, IN OCTOBER OF 2016. DATE: -: r�YA , a 7 e�Nj.. LANA S CHA LES R. HARRIS P.L.S. 4989 � CHARLES R. HARRIS No. 4989 oF CPJ- COUNTY SURVEYOR'S STATEMENT -. THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT, THIS DAY OF av N co 20 /7. RICA D G. LANTIS P.L.S. 7611 No. 7611 COUNTY SURVEYOR EXP. 12/31/18 * Exp. 12-31-18 F of A. ° CA S 1/4 COR. SEC. 20 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 0.999976186. THE CONVERGENCE ANGLE OF GRID NORTH IS 00'02' 15" AT THE SW COR SEC 20, USING AN ELEVATION OF 476.00'. 0 INDICATES FOUND MONUMENT AS NOTED. O INDICATES SET 1"' I.P. FLUSH, "P.L.S. 4989". R1 INDICATES MEASURED AND RECORD DATA PER R.S. 146/56. R2 INDICATES RECORD DATA PER P.M. 82/76. R3 INDICATES RECORD DATA PER R.S. 108/84. R4 INDICATES RECORD DATA PER CALTRANS MON. MAP 204-728. R5 INDICATES RECORD DATA PER R.S. 76/45-46. R6 INDICATES RECORD DATA PER L.L.A. 2003-03 DOC #2003-881602 REC. 11/06/20039 O.R. INDICATES CENTERLINE PARCEL "A" INDICATES PARCEL "A" OF CERTIFICATE OF COMPLIANCE PER DOC.#2016-0400499, REC. 9/16/2016, O.R. AND PERFECTED BY GRANT DEED PER DOC. #2016-04031989 REC. 9/16/2016, O.R. SURVEYOR'S NOTES CONT. THE PURPOSE OF THIS SURVEY IS TO REFLECT DOCUMENTS AFFECTING TITLE TO THE PARCELS THAT WERE SHOWN ON RS 146/56 AND RECORDED AFTER THE RECORD OF SURVEY RECORDED. THE LEGAL DESCRIPTION FOR THE NORTHERLY PARCEL, PREVIOUSLY SHOWN AS THE "SOUTH 20 ACRES OF THE NW 1/4 OF THE SW 1/4)P PER DOC. 2005-0478280, REC. 6/16/20059 OR., WAS CORRECTED BY THE RECORDING OF A NEW DOCUMENT BY THE PREVIOUS OWNER CORRECTLY DESCRIBING THE PARCEL AS THE SOUTH HALF OF THE NW 1/4 OF THE SW 1/4. THIS ELIMINATED THE "DEED GAP" SHOWN ON RS 146/56. THE LEGAL DESCRIPTION FOR THE SOUTHERLY PARCEL, THE PORTION SHOWN ON RS 146/56 AS PARCEL 1 OF LLA 2001-04, RECORDED AFTER LLA 2003-03 AND THE CONVEYANCE OF A PORTION OF SAID PARCEL 1, WAS CORRECTED BY CERTIFICATE OF COMPLIANCE PER DOC. NO. 2016-04004999 REC. 9/15/2016, O.R. AND PERFECTED BY THE GRANT DEED, DOC. NO. 2016-0403198, REC. 9/16/2016, O.R. RIV* CO. 17-064 J.N. 2279 PSAP (PALM SPRINGS AIRPORT N= 2,241,807.796 E= 6,487,561.504 CONVERGENCE ANGLE NAD83 CA ZONE 6 EPOCH DATE 2007.0 1K AT THE SW COR. SEC. 20 �`s� ��S• N.T.S. tv 68 S , �0� 1 W 1/1 6COR. SEC. 20 >s X45 D N_ 2,205,112.796 E= 6,582,473.696 S N 84.09'08.41 » W N 000401 E 1,325.72' (GRID) 62,747-53" (GRID) COTD (COLLEGE OF THE DESERT.El. N= 2,210,180.113 SW COR. SEC. 20 E= 6,520,051.126 GPS CONTROL DIAGRAM N= 2,203,787.145 NAD83 CA ZONE 6 NTS E= 6,582,472.055 EPOCH DATE 2007.0 S 1/4 COR. SEC. 20 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 0.999976186. THE CONVERGENCE ANGLE OF GRID NORTH IS 00'02' 15" AT THE SW COR SEC 20, USING AN ELEVATION OF 476.00'. 0 INDICATES FOUND MONUMENT AS NOTED. O INDICATES SET 1"' I.P. FLUSH, "P.L.S. 4989". R1 INDICATES MEASURED AND RECORD DATA PER R.S. 146/56. R2 INDICATES RECORD DATA PER P.M. 82/76. R3 INDICATES RECORD DATA PER R.S. 108/84. R4 INDICATES RECORD DATA PER CALTRANS MON. MAP 204-728. R5 INDICATES RECORD DATA PER R.S. 76/45-46. R6 INDICATES RECORD DATA PER L.L.A. 2003-03 DOC #2003-881602 REC. 11/06/20039 O.R. INDICATES CENTERLINE PARCEL "A" INDICATES PARCEL "A" OF CERTIFICATE OF COMPLIANCE PER DOC.#2016-0400499, REC. 9/16/2016, O.R. AND PERFECTED BY GRANT DEED PER DOC. #2016-04031989 REC. 9/16/2016, O.R. SURVEYOR'S NOTES CONT. THE PURPOSE OF THIS SURVEY IS TO REFLECT DOCUMENTS AFFECTING TITLE TO THE PARCELS THAT WERE SHOWN ON RS 146/56 AND RECORDED AFTER THE RECORD OF SURVEY RECORDED. THE LEGAL DESCRIPTION FOR THE NORTHERLY PARCEL, PREVIOUSLY SHOWN AS THE "SOUTH 20 ACRES OF THE NW 1/4 OF THE SW 1/4)P PER DOC. 2005-0478280, REC. 6/16/20059 OR., WAS CORRECTED BY THE RECORDING OF A NEW DOCUMENT BY THE PREVIOUS OWNER CORRECTLY DESCRIBING THE PARCEL AS THE SOUTH HALF OF THE NW 1/4 OF THE SW 1/4. THIS ELIMINATED THE "DEED GAP" SHOWN ON RS 146/56. THE LEGAL DESCRIPTION FOR THE SOUTHERLY PARCEL, THE PORTION SHOWN ON RS 146/56 AS PARCEL 1 OF LLA 2001-04, RECORDED AFTER LLA 2003-03 AND THE CONVEYANCE OF A PORTION OF SAID PARCEL 1, WAS CORRECTED BY CERTIFICATE OF COMPLIANCE PER DOC. NO. 2016-04004999 REC. 9/15/2016, O.R. AND PERFECTED BY THE GRANT DEED, DOC. NO. 2016-0403198, REC. 9/16/2016, O.R. RIV* CO. 17-064 J.N. 2279