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rs161_027-028�7 Q 00� Oo a; 0') Lo(D N N o:7 r)4 �o O � 00 0 zz 10 15 r o O O of N v N O o m N N � in rn 525.00' (N 89°56'40" E 525.00')R6 GRANT DEED BOOK 901 PAGE 68 REC. 3/8/1948 O.R. ESP PER R7 ESTABLISHED AT RECORD DISTANCE PER R6 IIt 1322.62' (1320.00')R7 N N Lo Ln 3:3:: o d° Lo O 00 00 O z EASTERLY LINE —� ALL AMERICAN CANAL AS DESCRIBED IN BK 901 PG 68, REC. 3/8/1948, O.R. ilv)1��� 616, ,S )R 1 LOT 1 v� 00 00= (1320.00')R7 37�, 1321.93' mss. PORTION `sem LOT 8 9, 6� 6 IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY OF A PORTION OF THE NORTH 112 OF SECTION 15 TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M. MSA CONSULTING, INC. SEPTEMBER - 2022 I5 (N 89'53'45" E 2645.08')R3 (N 89'57'10" E 2645.16')R2 2645.23' o. PER ROAD DEED BOOK 233, PG 220 REC. 4/l/1902, O.R. 0=07'52'48" C�S�134, L=221.41' N38'46'07"E (R) \ \\ ESTABLISHED AVENUE 40 BY INTERSECTION SITE INTERS0TA TEZ 0 0 0 N r� OR N M ESP PER R7 ESP PER R7 N 89'57'04" E 5280.87' AVENUE 42 ( a=215 1 „LL 21056'1 2105.78 R .63' 1 I NrERSTArE 10 O R►V �),CMAP SSUREOR p 720ES RERDS 1322.62' (1320.00')R7 SEE DETAIL 'A' BELOW LOT 2 612°` Mg. (1321.75')R7 1323.68' PORTION LOT 7 X33.1 '0(9"' R=5500.12 L=3190.60 (0=33'14'08" R=5500.12' L=3190.45')R1 2 N 89'57'04" E 2635.63' —�- N 89'57'04" E N 00'05'40" W 1332.62' 25.00' DETAIL 'A' NOT TO SCALE ESP PER R7 cqco M � Ln 00 O N �(o �Lo ro �3 0 00 n i) O O 00 0 �z aoa3 -oiy11539 o�L��nq 1 _-� SHEET 1 OF 2 SHEETS � RECORDER'S STATEMENT FILED THIS _ DAY OF (\l , 20Q_3_ , AT 11:/y M. , IN BOOK 161 RECORDS OF SURVEY, AT PAGE q,:2—,2Q , AT THE REQUEST OF THE COUNTY SURVEYOR. NO - FEE 0.FEE N 00'05'40" W PETER ALDANA, ASSESSOR—COUNTY CLERK—RECORDER 47� BY:cllllt��4 DEPUTY 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 B.H. MANAGEMENT, INC. IN JUNE 2022. 0M", . i LLQ WA COUNTY SURVEYOR'S STATEMENT N ~ THIS MAP HAS BEEN EXAMINED IN ACCORDANCE LV WITH SECTION 8766 OF THE PROFESSIONAL uj = LAND SURVEYORS' ACT, THIS RO DAY OF 20�. W uj DAVID L. McMILLAN P.L.S. 8488 COUNTY SURVEYOR EXP 12/31/24 COUNTY SURVEYOR'S STATEMENT t�ONP` LANo s aLUKE R. BEVERLY No. 8223 qTF OF Cp``FOQ� LA r) SGS No. 8488 z Exp. 12/31/24 Q �qTF 0F C A� THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2 (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE. THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THE FORE MAY NOT BE BUILDABLE PARCEL(S). DAVID L. McMILLAN P.L.S. 8488 COUNTY SURVEYOR EXP 12/31/24 SURVEYOR'S STATEMENT GROUND SURVEY WORK WAS CONDUCTED ON 8/5/2022. H W THE INTENT OF THIS SURVEY IS TO MONUMENT THE EXTERIOR OF THE w PARCEL BOUNDARIES AND NOT TO RECONCILE THE DISCREPANCIES AND cc �— INCONSISTENCIES FOUND IN CERTIFICATE OF COMPLIANCE FOR L.L.A. NO. _ 2005-8, REC. 03/31/2008 AS INST. NO. 2005-0252257, O.R. Z M N AFTER A SEARCH OF RECORD DOCUMENTS, NO REVISED OR CORRECTED 06" LEGAL DESCRIPTION WAS FOUND. M SEE SHEET 2 FOR SURVEYOR'S NOTES AND v MONUMENT NOTES FRED WAKING DRIVE J.N. 2760 RIV. CO. 22-172 ui A VENUE 41 w �Lu- uj -VORTC Z P5 0 VICINITY MAP w o N.T.S. � U 0 Q AVENUE 42 SITE INTERS0TA TEZ 0 0 0 N r� OR N M ESP PER R7 ESP PER R7 N 89'57'04" E 5280.87' AVENUE 42 ( a=215 1 „LL 21056'1 2105.78 R .63' 1 I NrERSTArE 10 O R►V �),CMAP SSUREOR p 720ES RERDS 1322.62' (1320.00')R7 SEE DETAIL 'A' BELOW LOT 2 612°` Mg. (1321.75')R7 1323.68' PORTION LOT 7 X33.1 '0(9"' R=5500.12 L=3190.60 (0=33'14'08" R=5500.12' L=3190.45')R1 2 N 89'57'04" E 2635.63' —�- N 89'57'04" E N 00'05'40" W 1332.62' 25.00' DETAIL 'A' NOT TO SCALE ESP PER R7 cqco M � Ln 00 O N �(o �Lo ro �3 0 00 n i) O O 00 0 �z aoa3 -oiy11539 o�L��nq 1 _-� SHEET 1 OF 2 SHEETS � RECORDER'S STATEMENT FILED THIS _ DAY OF (\l , 20Q_3_ , AT 11:/y M. , IN BOOK 161 RECORDS OF SURVEY, AT PAGE q,:2—,2Q , AT THE REQUEST OF THE COUNTY SURVEYOR. NO - FEE 0.FEE N 00'05'40" W PETER ALDANA, ASSESSOR—COUNTY CLERK—RECORDER 47� BY:cllllt��4 DEPUTY 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 B.H. MANAGEMENT, INC. IN JUNE 2022. 0M", . i LLQ WA COUNTY SURVEYOR'S STATEMENT N ~ THIS MAP HAS BEEN EXAMINED IN ACCORDANCE LV WITH SECTION 8766 OF THE PROFESSIONAL uj = LAND SURVEYORS' ACT, THIS RO DAY OF 20�. W uj DAVID L. McMILLAN P.L.S. 8488 COUNTY SURVEYOR EXP 12/31/24 COUNTY SURVEYOR'S STATEMENT t�ONP` LANo s aLUKE R. BEVERLY No. 8223 qTF OF Cp``FOQ� LA r) SGS No. 8488 z Exp. 12/31/24 Q �qTF 0F C A� THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2 (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE. THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THE FORE MAY NOT BE BUILDABLE PARCEL(S). DAVID L. McMILLAN P.L.S. 8488 COUNTY SURVEYOR EXP 12/31/24 SURVEYOR'S STATEMENT GROUND SURVEY WORK WAS CONDUCTED ON 8/5/2022. H W THE INTENT OF THIS SURVEY IS TO MONUMENT THE EXTERIOR OF THE w PARCEL BOUNDARIES AND NOT TO RECONCILE THE DISCREPANCIES AND cc �— INCONSISTENCIES FOUND IN CERTIFICATE OF COMPLIANCE FOR L.L.A. NO. _ 2005-8, REC. 03/31/2008 AS INST. NO. 2005-0252257, O.R. Z M N AFTER A SEARCH OF RECORD DOCUMENTS, NO REVISED OR CORRECTED 06" LEGAL DESCRIPTION WAS FOUND. M SEE SHEET 2 FOR SURVEYOR'S NOTES AND v MONUMENT NOTES FRED WAKING DRIVE J.N. 2760 RIV. CO. 22-172 N 89'57'04" E 5280.87' M.B. 365/73-77 1317.82' N 00'05'40" W 2 47.00' • • 7SEE DETAIL A ON SHEET 1 Lo00 O N co(D M �-) LU-) O� 0 � It �u-) 00 b 00 ESP PER R7 oar. �cy) 00 N r� oo rj M PARCEL 'B' LLA 2005-8 LOT 3 MB 6/24 PORTION LOT 6 IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY OF A PORTION OF THE NORTH 1/2 OF SECTION 15 TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M. IDMSA CONSULTING, INC. (N 89°53'46 E 2635.73')R3 (N 89'57'04" E 2635.63')R2 AVENUE 42 2635.64' BASIS OF BEARINGS ESP �I I (1320.00')R7 1319.73' (p_11 ; 8R 03"LL1084 108 FRED WARING DRIVE 1 N 89'53'39" E 2387.45' 40- N 89'57'04" E 2598.47' SEE DETAIL •B' BELOW O 0 0 N rn CERTIFICATE OF COMPLIANCE LLA 2005-8 DOC. NO. 2005-0252257 REC. 03/31/2005, O.R. \tx ESP PER R7 E A9R1 (N 17 46 01..E 58 3 AVENUE 42 -1317.82' 385.33'1317.82' 0.20' ESP PER R7 DETAIL •B• NOT TO SCALE M.B. 417/13-21 1317.82' `O PER INST. NO. 1998-034956 REC. 1/30,/1998, O.R. PARCEL'A' LLA 2005-8 LOT 4 MB 6/24 (1372.43') R7 1372.48' EST. BY INT -X PORTION65 LOT 5 %�����1� ,ZuJ N R pp . D% 2101, R�20 <D,2 GRs� p�E 10 v iN ENcA��oN M9?�25 MON�M P PEES RECORO 800 GOOS\JooOR RSV SEPTEMBER - 2022 10 15 40' `LSO •' ,5�y9 �o N 89'53'39" E _ 304.76' ESP J I PER R7 J_W3-oitysV 0 IRJ' 1 SHEET 2 OF 2 SHEETS SURVEYOR'S NOTES 11 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTHERLY LINE OF THE NORTHEAST QUARTER (1/4) OF SECTION 15, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M., AS SHOWN ON TRACT MAP NO. 32390, ON 11 FILE IN BOOK 417, AT PAGES 13 THROUGH 21, INCLUSIVE, OF MAPS, O.R. 14 TAKEN AS: N 89'57'04" E �rn o N, Lo (ON N Nco N N Z__ 3: 3: o� nn �o N rO toD � r7 O N 'N 00 0 zz z MONUMENT NOTES ❑1 FOUND 1" I.P. W/TAG "CO SURV", DOWN 0.8', PER R2, ACCEPTED AS NW COR. SEC. 15. FOUND OLD 2X2 HUB, NO ID, DOWN 0.8', PER R2, ACCEPTED AS NORTH 1/4 COR. SEC. 15, REPLACED WITH 1" I.P. W/TAG "PLS 8223", FLUSH. FD 60D SPIKE REMAINS, NO ID, DOWN 0.3', NO REFERENCE, ACCEPTED AS POINT ON C/L AVE 42 SEE DETAIL "B". ® FOUND 2" BRASS DISK STAMPED "LS 7930", DOWN 0.4' IN MONUMENT WELL, PER CORNER RECORD 2010-316, ACCEPTED AS NE COR. SEC. 15. FOUND 1 " I.P. W/TAG "DIV HIWAYS", DOWN 0.7', PER R4, ACCEPTED AS POINT ALONG NORTHERLY R/W LINE 1-10 AND WEST LINE SECTION 15 BEING CENTERLINE OF MADISON STREET. © FOUND 1" I.P. OPEN, NO ID, DOWN 1.6', PER R1, ACCEPTED AS INT. OF NORTHERLY R/W LINE 1-10 AND NORTH—SOUTH MID—SECTION LINE. ❑7 O INDICATES FOUND MONUMENT AS NOTED POINT ALONG NORTHERLY R/W INDICATES SET 1" I.P. WITH NAIL & TAG, "P.L.S. 8223", FLUSH. ® FOUND 1/2" SQUARE STEEL ROD, NO ID, DOWN W ❑ INDICATES SET GEAR AND SPIKE & WASHER STAMPED "PLS 8223", FLUSH. cc D INDICATES SET NAIL & TAG IN CONCRETE, "PLS 8223", FLUSH. ~ (—) INDICATES RECORD DATA W R1 INDICATES RECORD DATA PER MONUMENTATION MAP BK 204, PAGES 719-720, RIV CO O "RIV CO SURVEYOR RECORDS, RECORD DISTANCES HAVE BEEN CONVERTED TO GROUND. cc R2 INDICATES RECORD DATA PER TRACT MAP NO. 32390, M.B. 417/13-21. z 0 R3 INDICATES RECORD DATA PER TRACT MAP NO. 31247, M.B. 365/73-77. R4 INDICATES RECORD DATA PER PARCEL MAP NO. 36716, P.M.B. 238/98-104. R5 INDICATES RECORD DATA PER CERTIFICATE OF COMPLIANCE FOR L.L.A. NO. 2005-8, REC. 03/31/2005 AS INST. NO. 2005-0252257, O.R. R6 INDICATES RECORD DATA PER GRANT DEED REC. 03/08/1948 AS BOOK 901, PAGE 68, O.R. o R7 INDICATES RECORD DATA PER THE COACHELLA LAND AND WATER CO'S M.B. 6/24 i INDICATES CENTERLINE 00 1-1 R/W INDICATES RIGHT-OF-WAY 00 N (R) INDICATES RADIAL BEARING ESP INDICATES ESTABLISHED BY SINGLE PROPORTION CL INT—X INDICATES INTERSECTION �rn o N, Lo (ON N Nco N N Z__ 3: 3: o� nn �o N rO toD � r7 O N 'N 00 0 zz z MONUMENT NOTES ❑1 FOUND 1" I.P. W/TAG "CO SURV", DOWN 0.8', PER R2, ACCEPTED AS NW COR. SEC. 15. FOUND OLD 2X2 HUB, NO ID, DOWN 0.8', PER R2, ACCEPTED AS NORTH 1/4 COR. SEC. 15, REPLACED WITH 1" I.P. W/TAG "PLS 8223", FLUSH. FD 60D SPIKE REMAINS, NO ID, DOWN 0.3', NO REFERENCE, ACCEPTED AS POINT ON C/L AVE 42 SEE DETAIL "B". ® FOUND 2" BRASS DISK STAMPED "LS 7930", DOWN 0.4' IN MONUMENT WELL, PER CORNER RECORD 2010-316, ACCEPTED AS NE COR. SEC. 15. FOUND 1 " I.P. W/TAG "DIV HIWAYS", DOWN 0.7', PER R4, ACCEPTED AS POINT ALONG NORTHERLY R/W LINE 1-10 AND WEST LINE SECTION 15 BEING CENTERLINE OF MADISON STREET. © FOUND 1" I.P. OPEN, NO ID, DOWN 1.6', PER R1, ACCEPTED AS INT. OF NORTHERLY R/W LINE 1-10 AND NORTH—SOUTH MID—SECTION LINE. ❑7 FOUND 1" I.P. W/NAIL, NO ID, DOWN 1.8', PER R1, ACCEPTED AS POINT ALONG NORTHERLY R/W LINE 1-10. ® FOUND 1/2" SQUARE STEEL ROD, NO ID, DOWN 1.2', PER CORNER RECORD 2007-643, ACCEPTED AS WEST 1/4 COR. SEC. 15. ❑g FOUND MAG NAILS W/BRASS WASHERS STAMPED "RIV CO TRANS", FLUSH, PER CORNER RECORD 2017-412, ACCEPTED AS 10' CROSS—TIES TO THE EAST 1/4 COR. SEC. 15. 10 FOUND MAG NAIL W/WASHER STAMPED "RIV CO TRANS", FLUSH, NO REFERENCE, ACCEPTED AS SOUTH 1/4 COR. SEC. 15. J.N. 2760 RIV. CO. 22-172