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mb490_074-084IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AF M lo mqlpm R A U00"" mol'Imm N uAdw� m 00" 0' 4 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 3 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, AS SHOWN BY UNITED STATES GOVERNMENT SURVEY, APPROVED JULY 15, 1856 DARYLJ. CHRISTIAN MDS CONSULTING NOVEMBER, 2022 OWNER'S STATEMENT WE HEREBY STATE THAT WE ARE THE OWNERS OF THE LAND INCLUDED WITHIN THE SUBDIVISION SHOWN HEREON; THAT WE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS A CLEAR TITLE TO SAID LAND, THAT WE CONSENT TO THE MAKING AND RECORDING OF THIS SUBDIVISION AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED IN FEE FOR PUBLIC PURPOSES: TO THE CITY OF INDIO IN BEHALF OF THE PUBLIC, LOT "A", AS SHOWN HEREON, FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: TO THE CITY OF INDIO IN BEHALF OF THE PUBLIC, EASEMENTS FOR PUBLIC UTILITY PURPOSES DESIGNATED AS "PUE" (WIDTH VARIES), AS SHOWN HEREON, ALONG WITH RIGHT OF INGRESS AND EGRESS OF SERVICE AND EMERGENCY VEHICLES OVER LOTS "B" THROUGH "M", INCLUSIVE, DESIGNATED AS PRIVATE STREETS. TO THE CITY OF INDIO IN BEHALF OF THE PUBLIC, THE VARIABLE WIDTH EASEMENTS FOR DOMESTIC WATER PURPOSES, DESIGNATED AS "PUE-WATER", LYING WITH LOTS 90, 91 AND 92, AS SHOWN HEREON, ALONG WITH THE RIGHT OF INGRESS AND EGRESS FOR MAINTENANCE AND OPERATION. WE HEREBY RETAIN LOTS "B" THROUGH "M", INCLUSIVE, INDICATED AS "PRIVATE STREETS' FOR PRIVATE USE FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNS, AND LOT OWNERS WITHIN THIS TRACT MAP. WE HEREBY RETAIN LOTS "N" THROUGH "CC", INCLUSIVE, FOR LANDSCAPE, OPEN SPACE AND/OR DRAINAGE RETENTION, AS SHOWN HEREON, FOR PRIVATE USE FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS AND ASSIGNS, AND LOT OWNERS WITHIN THIS TRACT MAP. WE HEREBY RETAIN THE PRIVATE STORM DRAIN EASEMENT, LYING WITHIN LOT 87, AS SHOWN HEREON FOR DRAINAGE AND MAINTENANCE PURPOSES, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS AND ASSIGNS AND LOT OWNERS WITHIN THIS TRACT MAP. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: SANITATION EASEMENT OVER LOTS "B" THROUGH "M", INCLUSIVE, DESIGNATED AS "PRIVATE STREET", TOGETHER WITH THE PUBLIC UTILITY EASEMENT ("PUE"), WIDTH VARIES, AS SHOWN HEREON. THESE DEDICATIONS ARE FOR SANITATION PURPOSES IN FAVOR OF COACHELLA VALLEY WATER DISTRICT. THE EASEMENTS SO DEDICATED INCLUDE THE RIGHT TO ENTER UPON SAID LANDS, TO SURVEY, CONSTRUCT, RECONSTRUCT, LAY, RELAY, MAINTAIN, OPERATE, CONTROL, USE AND REMOVE PIPELINES, FIXTURES AND APPURTENANCES AND TO REMOVE OBJECTS INTERFERING WITH THE CONSTRUCTION, OPERATION AND MAINTENANCE THEREOF. COACHELLA VALLEY WATER DISTRICT WILL NOT BE RESPONSIBLE FOR ANY IMPROVEMENTS WITHIN SAID EASEMENT(S) IN THE EVENT THAT OPERATION AND MAINTENANCE ACTIVITIES RESULT IN DAMAGE OR REMOVAL OF SAID IMPROVEMENTS. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: TO THE IMPERIAL IRRIGATION DISTRICT, AN EASEMENT OVER LOTS "B" THROUGH "M", INCLUSIVE, DESIGNATED AS "PRIVATE STREET' AND OVER THE ADDITIONAL PUBLIC UTILITY EASEMENTS (PUE), WIDTH VARIES, AS SHOWN ON THIS MAP FOR THE EXCAVATION, LAYING, CONSTRUCTION, INSTALLATION, MAINTENANCE, OPERATION, INSPECTION, REPAIR, REPLACEMENT AND REMOVAL OF ELECTRICAL LINES, WIRES, CABLES, DUCTS, SUPPORTS, FIXTURES, FACILITIES AND APPURTENANCES, WITH THE RIGHT OF INGRESS AND EGRESS OVER AND WITHIN SAME FOR MAINTENANCE, OPERATION AND EMERGENCY VEHICLES. AVE 50 INDIO, C, ACALIFORNIA LIMITED LIABILITY CORPORATION BY: GHA EN ERPRI ES, INC., A CALIFORNIA CORPORATION OPERATION MA GER BY: m �^r MARIO G%NZACES, MANAGER REPRESENTATIVE BY: KRAEMER LAND COMPANY, INC., A CALIFORNIA CORPORATION OVERSIGH MANA R— BY. - RETT S. ALBRECHT, MANAGER REPRESENTATIVE A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT. NOTARY ACKNOWLEDGMENT STATE OF CALIFORNIA ) ��, ) SS COUNTY OF _Q�I^L%L ) ON �' ylA 6L ft 1 a a3 BEFORE ME, SdnAM &Lk AtWthq- r , A NOTARY PUBLIC. PERSONALLY APPEAREDY.t �• }1��Y�.i�i�i� WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(2) WHOSE NAME(51 IS/ISE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/sK/TF.48Y EXECUTED THE SAME IN HIS/Hfi#/TF]4 AUTHORIZED CAPACITY(IE-S), AND THAT BY HIS/WR/TUEtR SIGNATURE(ST ON THE INTSTRUMENT THE PERSON, OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(4 ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND AND OFFICIAL SEAL. SIGNATURE OF OFFICER � &Y)AM Sale AO- Cukc 6A PRINT NAME ADDITIONAL NOTARY ACKNOWLEDGMENT: SEE SHEET 2 lUA.01LLNZ0i9MIllILOM 0 MY PRINCIPAL PLACE OF BUSINESS IS IN COUNTY MY COMMISSION EXPIRES ?J' /a3 4F 22Ot45Q5 I HEREBY CERTIFY THAT A BOND IN THE SUM OFZ--IAS BEEN EXECUTED AND FILED WITH THE BOARD OF SUPERVISORS OF THE COUNTY OF RIVERSIDE, CALIFORNIA, CONDITIONED UPON THE PAYMENT OF ALL TAXES, STATE, COUNTY, MUNICIPAL OR LOCAL, AND ALL SPECIAL ASSESSMENTS COLLECTED AS TAXES, WHICH AT THE TIME OF FILING OF THIS MAP WITH THE COUNTY RECORDER ARE A LIEN AGAINST SAID PROPERTY BUT NOT YET PAYABLE AND SAID BOND HAS BEEN DULY APPROVED BY SAID BOARD OF SUPERVISORS. DATE: -TU n) G: 2 tl2Q23 CASH TAX BOND KECIA HARPER-IHEM MATTHEW JENNINGS CLERK OF THE BOARD OF SUPERVISORS COUNTY TAX COLLECTOR BY: DEPUTY BY: DEPUTY SIGNATURE OMISSIONS AND EASEMENT NOTES: SEE SHEET 2 i SURVEYOR'S STATEMENT SHEET 1 OF 11 SHEETS RECORDER'S STATEMENT FILED THIS 3rd DAY OF 110Y -, 20 2 ) AT 7- *, 41 P• M. IN BOOK 44 9 0 OF MAPS, AT PAGES -74 - 84 AT THE REQUEST OF THE CITY CLERK OF THE CITY OF INDIO NO. 102-5- 01 q *bg5q FEE $ 2.9 .00 PETER ALDANA, COUNTY ASSESSOR - %CLERK - RECORDER BY: 610DEPUTY SUBDIVISION GUARANTEE BY: FIRST AMERICAN TITLE COMPANY THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE THE REQUEST OF AVE 50 INDIO, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY, IN JANUARY, 2020. 1 HEREBY STATE THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR THAT THEY WILL BE SET IN SUCH POSITIONS WITHIN ONE YEAR OF RECORDATION OF THIS MAP, AND THAT SAID MONUMENTS ARE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. THE SURVEY IS TRUE AND COMPLETE AS SHOWN. I HEREBY STATE THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP, IF ANY. QNNL LAND DATE: 20" �5� cy��Tp��� z f .� a A z 0 wi * LS 8554 DARYL J. CH ISTIAN L.S. 8554 EXP. 12/31/24 0, EXP. 12/31/24 FDF CAL5555 F CITY ENGINEER'S STATEMENT I, JUAN FRANSISCO RAYA, CITY ENGINEER OF THE CITY OF INDIO, STATE OF CALIFORNIA, STATE THAT I HAVE EXAMINED THIS MAP AND FOUND IT SUBSTANTIALLY IN CONFORMANCE WITH THE TENTATIVE MAP, IF REQUIRED, AS FILED WITH, AMENDED, AND APPROVED BY THE CITY PLANNING COMMISSION; THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND CITY SUBDIVISION REGULATIONS HAVE BEEN COMPLIED WITH. Q�OVESS/pN DATED:r Z2,0 , 20 --ZS F- l �'q� F� C-, No. 68510 �* Exp. 9-30-23 JUAN FRANSISCO RAYA, CITY ENGINEER s�9T c/m - R.C.E. 68510 EXP. DATE: 9/30/2023 F OF CAI\Fob CITY SURVEYOR'S STATEMENT THIS MAP CONFORMS WITH THE MAPPING PROVISIONS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES. I HEREBY STATE THAT THIS MAP HAS BEEN EXAMINED BY ME OR UNDER MY SUPERVISION AND THAT I AM SATISFIED THIS MAP IS TECHNICALLY CORRECT. �0 1_ANp sG DATED: 3 ' Z Z 20?3 U�� =o\1 O wSl F < 0 J �7 * Exp. 9/30/23 No. 6972 pq EYOR L NOEL LEY EXP. DATE:I/30TY V 023 F of CAS\F0 \P PLANNING COMMISSION'S CERTIFICATE I HEREBY CERTIFY THAT THE TENTATIVE MAP WAS APPROVED BY THE INDIO CITY PLANNING COMMISSION AT ITS MEETING HELD ON JUNE 23, 2021. r SECRETARY OF THE PLANNING COMMISSION DATE: OF THE CITY OF INDIO CITY CLERK'S STATEMENT I, CYNTHIA HERNANDEZ, CITY CLERK OF THE CITY OF INDIO, STATE OF CALIFORNIA, DO HEREBY STATE THAT AN UNDERTAKING SATISFACTORY TO THE CITY COUNCIL OF SAID CITY, GUARANTEEING THE CONSTRUCTION OF REQUIRED IMPROVEMENTS IN THE SUBDIVISION MAP WAS APPROVED AND FILED IN MY OFFICE PRIOR TO THE FINAL ACCEPTANCE OF THIS SUBDIVISION AND MAP. IN WITNESS WHEREOF I HAVE UNTO SET MY HAND AND AFFIXED THE OFFICIAL SEAL OF THE CITY OF INDIO, CALIFORNIA, THIS � DAY OF TUN6 20-U. DATED: 19 UNt (q• , -LO 23 29� 154c - CYNTHIA HERN446EZ, CITY CLERK OF THE CITY OF INDIO CITY COUNCIL CERTIFICATE RESOLVED THAT THIS MAP CONSISTING OF ELEVEN (11) SHEETS BE AND THE SAME IS HEREBY APPROVED AS THE OFFICIAL MAP OF TRACT NO. 37884, A SUBDIVISION OF LANDS. LOT "A" TOGETHER WITH THE PUBLIC UTILITY EASEMENT (PUE) WIDTH VARIES, AS SHOWN HEREON, ARE HEREBY ACCEPTED FOR PUBLIC UTILITY PURPOSES. THE PUBLIC UTILITY EASEMENTS ALONG WITH THE RIGHT OF INGRESS AND EGRESS OF SERVICE AND EMERGENCY VEHICLES OVER LOTS "B" THROUGH "M", INCLUSIVE, AS SHOWN HEREON, ALONG WITH THE VARIABLE WIDTH PUBLIC UTILITY EASEMENT, LYING WITHIN LOTS 90, 91 AND 92, AS SHOWN HEREON, ARE HEREBY ACCEPTED. THE CITY CLERK IS HEREBY AUTHORIZED AND DIRECTED TO ATTEST SAID MAP BY SIGNING HER NAME THERETO AS CITY CLERK OF THE CITY OF INDIO, CALIFORNIA, AND TO AFIX THE OFFICIAL SEAL OF SAID CITY THERETO. I HEREBY CERTIFY THAT THE FOREGOING RESOLUTION WAS ADOPTED BY THE MAYOR AND CITY COUNCIL E CITY OF INDIO THIS DAY OF-TVINIF-, 202,3 CYNTHIA HERNANDEZ, ITY CLERK OF THE CITY OF INDIO CERTIFICATE OF ACCEPTANCE I HEREBY CERTIFY THAT UNDER THE AUTHORITY GRANTED TO ME BY THE BOARD OF DIRECTORS OF THE IMPERIAL IRRIGATION DISTRICT, PER RESOLUTION NO. 15-90, DATED MARCH 22, 1990, THAT I ACCEPT ON BEHALF OF SAID DISTRICT, ITS SUCCESSORS OR ASSIGNS, THE DEDICATION OF EASEMENTS FOR ELECTRICAL POWER FACILITIES AS OFFERED EIN. DATED: 1" IPr'�.E-�•z i ZOZ.3 BY: AU,e 4 �E� YAN7'ES SUPERVISOR, REAL ESTATE SECTION IMPERIAL IRRIGATION DISTRICT CERTIFICATE OF ACCEPTANCE I HEREBY CERTIFY THAT UNDER AUTHORITY GRANTED TO ME BY RESOLUTION NO. 2015-23, DATED FEBRUARY 10, 2015, 1 ACCEPT ON BEHALF OF COAC L ALLEY WATER DISTRICT THE DEDICATION OF EASEMENTS FOR SANITATION PURPOSES AS OFFERE DATED: S. 13. zyZ BY: 050733 -q - of q J.M. ARR , GENERAL MANAGE COAC ELLA ALLEY WATER DISTRICT TAX COLLECTOR'S CERTIFICATE I HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF THIS OFFICE, AS OF THIS DATE, THERE ARE NO LIENS AGAINST THE PROPERTY SHOWN ON THE WITHIN MAP FOR UNPAID STATE, COUNTY, MUNICIPAL OR LOCAL TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, EXCEPT TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES NOW A LIEN, BUT NOT YET PAYABLE, WHICH ARE ESTIMATED TO BE 33,f200•00 . MATTHEW JENNINGS DATE: aUNC— 2-q. 2t>23 COUNTY TAX COLLECTOR DEPUTY l:\91200\MAPPING\TR 37834-01 2-01-2023 C'n c3_ O IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 37884 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 3 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, AS SHOWN BY UNITED STATES GOVERNMENT SURVEY, APPROVED JULY 15, 1856 DARYLJ. CHRISTIAN MDS CONSULTING NOVEMBER, 2022 A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT. NOTARY ACKNOWLEDGMENT STATE OF CALIFORNIA ) ) SS COUNTY OF ✓E.! 5 i de ) ON &Afueey /y, 9,0 9-3 BEFORE ME, gi'1s�r1 , A NOTARY PUBLIC, PERSONALLY APPEARED Mar; a 60 h Za (e.S WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSONM WHOSE NAME(,S) IS/A&E SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE}THEY EXECUTED THE SAME IN HIS/HAUTHORIZED CAPACITY(lE3j, AND THAT BY HIS/HERR THEIR SIGNATURE(S) ON THE INTSTRUMENT THE PERSONW, OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(," ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND AND OFFICIAL SEAL. 'K- MY PRINCIPAL PLACE OF BUSINESS IS IN SIGNATURE OF OFFICER i��/e�'Sro(P_ COUNTY /4le/I�'2d:Ce n MY COMMISSION EXPIRES # 3 * 71 q 6 PRINT NAME ��� f va O a, PARCEL 3A t, WIDTH=10' ----IL---- -------------- 6 C, WIDTH=10' 7 LIES 22.0' EAST OF It, WIDTH=10.0' II III 5 LIES 42.0' EAST OF IP_, WIDTH=10.0' j II �I 8 3 C LIES 35.0' EAST OF II', WIDTH=10.0' f %1 III L6 L8 SHEET 2 OF 11 SHEETS SIGNATURE OMISSIONS THE SIGNATURE(S) OF THE PARTIES LISTED BELOW, OWNER(S) OF EASEMENTS PER DOCUMENTS NOTED BELOW HAVE BEEN OMITTED UNDER THE PROVISIONS OF SECTION 66436 SUBSECTION (a)(3)(A)(i) OF THE SUBDIVISION MAP ACT, THEIR INTEREST IS SUCH THAT IT CANNOT RIPEN INTO A FEE TITLE AND SAID SIGNATURES ARE NOT REQUIRED BY THE GOVERNING BODY. NEVADA -CALIFORNIA ELECTRIC COMPANY, ITS SUCCESSORS AND ASSIGNS, HOLDER OF AN EASEMENT FOR UTILITIES AND INCIDENTAL PURPOSES, RECORDED JULY 15, 1937, IN BOOK 333, PAGE 266 OF OFFICIAL RECORDS. COACHELLA VALLEY WATER DISTRICT, HOLDER OF AN EASEMENT FOR RIGHT OF WAY AND INCIDENTAL PURPOSES, RECORDED JANUARY 25, 1946 IN BOOK 722, PAGE 517 OF OFFICIAL RECORDS. UNITED STATES OF AMERICA, HOLDER OF AN EASEMENT FOR WATER PIPE LINE AND INCIDENTAL PURPOSES, RECORDED OCTOBER 7, 1952 IN BOOK 1406, PAGE 114 OF OFFICIAL RECORDS. UNITED STATES OF AMERICA, HOLDER OF AN EASEMENT FOR WATER PIPE LINE AND INCIDENTAL PURPOSES, RECORDED OCTOBER 20, 1952 IN BOOK 1408, PAGE 566 OF OFFICIAL RECORDS. UNITED STATES OF AMERICA, HOLDER OF AN EASEMENT FOR WATER PIPE LINE AND INCIDENTAL PURPOSES, RECORDED JUNE 5, 1953 IN BOOK 1479, PAGE 109 THROUGH 113, OF OFFICIAL RECORDS. GEO. AND BERTHA ELTISTE, THEIR SUCCESSORS AND ASSIGNS, HOLDER OF AN EASEMENT FOR PIPE LINE AND INCIDENTAL PURPOSES, RECORDED JANUARY 20, 1956 IN BOOK 1850, PAGE 244, OF OFFICIAL RECORDS. COACHELLA VALLEY WATER DISTRICT, HOLDER OF AN EASEMENT FOR UNDERGROUND PIPELINE AND INCIDENTAL PURPOSES, RECORDED DECEMBER 24, 1970 AS INSTRUMENT NO. 129110, OF OFFICIAL RECORDS. EASEMENT NOTES: EXISTING EASEMENTS ARE PLOTTED HEREON, PROPOSED EASEMENTS ARE PLOTTED ON SHEETS 5 THROUGH 11. C I EASEMENT FOR UTILITIES AND INCIDENTAL PURPOSES, IN FAVOR OF �-- - 1Q OF NEVADA -CALIFORNIA ELECTRIC COMPANY, ITS SUCCESSORS AND FI ASSIGNS, RECORDED JULY 15, 1937, IN BOOK 333, PAGE 266, OF \ OFFICIAL RECORDS. / I I EASEMENT FOR RIGHT OF WAY AND INCIDENTAL PURPOSES, IN FAVOR \ 2 OF COACHELLA VALLEY WATER DISTRICT, RECORDED JANUARY 25, \ I 1946, IN BOOK 722, PAGE 517, OF OFFICIAL RECORDS. C OF EASEMENT LIES 1.0' 1 SOUTH OF SECTION (11, NO WIDTH GIVEN. ----- --- ---------------- 2 _ Q3 EASEMENT FOR WATER PIPE LINE AND INCIDENTAL PURPOSES, IN FAVOR OF THE UNITED STATES OF AMERICA, RECORDED OCTOBER 7, 1952, IN BOOK 1406, PAGE 114, OF OFFICIAL RECORDS. A44EASEMENT FOR WATER PIPE LINE AND INCIDENTAL PURPOSES, IN FAVOR OF THE UNITED STATES OF AMERICA, RECORDED OCTOBER 20, 1952, IN BOOK 1408, PAGE 566, OF OFFICIAL RECORDS. i A55EASEMENT FOR WATER PIPE LINE AND INCIDENTAL PURPOSES, IN FAVOR OF THE UNITED STATES OF AMERICA, RECORDED JUNE 5, 1953, IN BOOK 1479, PAGES 109 THROUGH 113, OF OFFICIAL RECORDS A6EASEMENT FOR PIPE LINE AND INCIDENTAL PURPOSES, IN FAVOR OF GEO. AND BERTHA ELTISTE, THEIR SUCCESSORS AND ASSIGNS, RECORDED JANUARY 20, 1956, IN BOOK 1850, PAGE 244, OF OFFICIAL RECORDS AEASEMENT FOR UNDERGROUND PIPEUNE AND INCIDENTAL PURPOSES, IN FAVOR OF COACHELLA VALLEY WATER DISTRICT, RECORDED DECEMBER 24, 1970, AS INSTRUMENT NO. 129110, OF OFFICIAL RECORDS EASEMENT FOR REMOVAL AND REPLACEMENT OF IRRIGATION FACILITES, _ 8 IN FAVOR OF COACHELLA VALLEY WATER DISTRICT, RECORDED FEBRUARY 8, 2023, AS INSTRUMENT NO. 2023-0036508, OF OFFICIAL RECORDS. 01 - INDICATES LETTERED LOTS "B" THROUGH "M", INCLUSIVE, AS SHOWN HEREON AS PRIVATE STREETS, DEDICATED TO THE CITY OF INDIO AS 40' EASEMENTS FOR PUBLIC UTILITES AND FOR INGRESS AND EGRESS OF SERVICE AND EMERGENCY VEHICLES, ALSO DEDICATED TO COACHELLA VALLEY WATER DISTRICT AS EASEMENTS FOR SANITATION PURPOSES, ALSO DEDICATED TO IMPERIAL IRRIGATION DISTRICT FOR PUBLIC UTILITY PURPOSES. Q - INDICATES PUBLIC UTILITY EASEMENTS, WIDTH VARIES, SHOWN HEREIN AS "PUE" (WIDTH VARIES), DEDICATED TO THE CITY OF INDIO AS EASEMENTS FOR PUBLIC UTILITY PURPOSES, ALSO DEDICATED TO COACHELLA VALLEY WATER DISTRICT AS EASEMENTS FOR SANITATION PURPOSES, DEDICATED TO IMPERIAL IRRIGATION DISTRICT FOR PUBLIC UTILITY PUROSES. ® - INDICATES 20.00 FOOT WIDE PRIVATE STORM DRAIN EASEMENT, LYING WITHIN LOT 87, FOR DRAINAGE AND MAINTENANCE PURPOSES, AS RESERVED HEREON. ® - INDICATES VARIABLE WIDTH PUBLIC UTILITY EASEMENT, LYING WITHIN LOTS 90, 91 AND 92, FOR DOMESTIC WATER PURPOSES, AS DEDICATED HEREON. 111200WAPPINWR 37884 2-01-2023 1 CURVE DATA DATA # DELTA RADIUS LENGTH Cl 12'06'42" 398.50' 84.24' C2 12'06'42" 401.50' 84.87' C3 24'55'22" 401.50' 174.65' C4 24755'22" 313.00' 136.15' C5 271 1'2S' 287.00' 136.20' C6 2711'23" 313.00' 148.53' 111200WAPPINWR 37884 2-01-2023 1 COURSE DATA # BEARING DISTANCE L1 N 89'23'05" E 195.09' L2 N 0904'38" E 391.62' L3 N 00'04'38" E 577.67' L4 N 89'5522" W 105.45' L5 N 65'00'00" W 10.38' L6 N 42'30'00" W 24.00' L7 N 20'00'00" E 24.00' L8 N 25'00'00" E 65.66' L9 N 00'04'38" E 201.92' L10 I N 00'04'38" E 46.54' 111200WAPPINWR 37884 2-01-2023 1 6\� 200 100 0 SCALE: 1 "=200' 200 GRAPHIC SCALE BASIS OF BEARINGS 400 600 THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF AVENUE 49, PER TRACT MAP NO. 36679, AS FILED IN BOOK 447, PAGES 24 THROUGH 26, OF MAPS, BEING NORTH 89'08'55" EAST. IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA T ACT NO. 37884 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 3 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, AS SHOWN BY UNITED STATES GOVERNMENT SURVEY, APPROVED JULY 15, 1856 DARYLJ. CHRISTIAN MDS CONSULTING NOVEMBER, 2022 SURVEYOR'S NOTES • — INDICATES FOUND MONUMENTS, AS NOTED. O — INDICATES SET 1" I.P., TAGGED L.S. 8554, FLUSH, AT TRACT CORNERS, UNLESS OTHERWISE NOTED. 1" IRON PIPE TAGGED L.S. 8554, FLUSH; OR 5" SPIKE & WASHER, STAMPED L.S. 8554 IN ASPHALT CONCRETE OR LEAD & TACK TAGGED L.S. 8554 IN CONCRETE TO BE SET AT ALL LOT CORNERS, AS APPROPRIATE, OR IF LOT CORNER FALLS ON BACK OF CURB, LEAD & TACK, TAGGED L.S. 8554 IN TOP OF CURB ON A 0.25 FOOT OFFSET, TO BE SET FOR FRONT LOT CORNERS, EXCEPT AT B.C.'S, E.C.'S, P.R.C.'S THAT ABUT A STREET WHICH ARE NOT LOT CORNERS, MARKING SIDE LOT LINES. THIS TRACT MAP CONTAINS 103 NUMBERED LOTS AND 30 LETTERED LOTS. THIS TRACT MAP CONTAINS 45.17 ACRES PUE - INDICATES PUBLIC UTILITY EASEMENT SFN - SEARCHED, FOUND NOTHING FD. 1" I.P., W/PLAS. PLUG, LS 8756, FLUSH, ACC. AS CENTER SEC. COR., SEC. 33 447/24-30. SBM, PER M.B. AVENUE 49 SHEET 3 OF 11 SHEETS (R 1) INDCORD DATA PER TRACT NO. 36679, BIC 447/24 -26 (R2) - INDICATES RECORD DATA PER TRACT NO. 30066, M.B. 366/100-102. (R3) - E RD PER TRACT NO. 30357, DATA IM BIC 3TERECORD 9 00 RECORD (R4) -MBC DATA PER TRACT NO. 31029, 357/48 - 1. a� (R5) - IINDICBAT DATA PER PARCEL MAP NO. 28420, 1S89R 8OR8D9 (R6) - IRNDIC DATA PER RECORD OF SURVEY, i E S�RECORD FD. 1" I.P., W/PK NAIL, Is TAG, DN. 0.5', ACC. AS T- INT. AVE. 49 & MADISON, PER M.B. 447/24-26, SET TAG, LS 8554. N 89'08'55" E 2641.24' (2641.26' R1) 1320.51' (1320.50' R1) 1320.73' (1320.75' R 1) _ II / FD. 3/ 4" I.P. W AG RCE 9503,DN. 0.2', ACC. AS 1 TRACT NO. 31029 / PT. ON LINE PER M.B. M M.B. 357/4 0 -51 1 447/24-26. 1� r. co oo l M r.0 00 / N cm I �� \o °oa �� I PM 26420 o I P.M.B. 18(9/8 6-99 I M 0 ° / / N I co a 826.90 R4 " N 89'23'05" E 826.85' FD. N&T, LS 6532, IN TOP D== ooIT I I OF WALL, NO REF., ACC. AS oN moo' \ 0 ° SFN, EST. AT REC. SE COR. TR. 31029, M.B. `V z Q DIST. SO. FROM FD. 357/48-51. I I MON. AT CEN. SEC. N 89'27'36" E 494.50' 7 PER M.B. 357/48-51. (494.50' R5) ry N 80 cm 0 O o0 II N 0 II w N , I L Q0° a � � z FD. NAIL &TAG, LS 65320 1 cy- IN TOP OF WALL, ACC. AS 00 TR. COR. PER M.B. 366/ r` 100-102. 1 zo t` co IN to b ul SFN, EST. BY FD. 3/4" I.P., NO TAG, DN 0.5', NO REF., ACC. AS PROP. COR. SFN, EST. BY SFN, EST. BY DIST./DIST. INT., PER R4 & R5. 132' 0 rn rn N to w N O Fi SFN, EST. AT REC. DIST.;--/ SO. 1/3 ALONG THE EAST LINE OF THE NW1/4, OF THE SE1/4, OF SEC. 33. (FITS C OF EX. BILK. WALL) FD. 3/4" I.P., NO TAG, - DN. 0.6', ACC. AS PROP. COR. PER R.S. 13/18, SET TAG, LS 8554. N 89051'33" E 792.37' 660.37' Lu b N N � 0 c -'i b tet- z to N co v PARCEL MAP 27629 P.M.B. 0 1 9 2/97-9 o FD. 3/4" REBAR, NO TAG, 4. 0.6', ACC. AS PROP. COR. PER P.M. 72/44, SET TAG, LS 8554. SFN, EST. AT REC. 1 DIST. SO. FROM FD. MON. PER R.S. 13/89. I � w WEST LINE OF EASTERLY 132 FEET OF THE SW1/4 OF THE SW1/4 OF THE SE1/4 OF SEC. 33, T.5S., R.7E. FD. 1" I.P., W/PLAS PLUG, LS 5576, DN 0.1', NO REF. INTERSECTION INTERSECTION ACC. AS 1/16TH COR. SEC. N 528.33' WA ENUE 50 1320.66' 1320.72' R3)_ —_—�-- �-= N 89'54'27" W FD. 1" I.P., W/PK NAIL, ho- TAG 0 I TAG, ON. 1.3', ACC. AS S1/4 TRACT NO. 30357 M.B. 324/6-29 -2g COR., SEC. 33, PER M.B. 447/24-26 & CR15-0270, SET TAG, LS 8554. SEE SHEET 2 FOR EASEMENT NOTES nrn co o- 1 M O co co TC' T T 2641.32' (2641.26 R3) \ R.S. 13/89 1320.E W W V♦ O Lq N O co N 1 V• WI l\ CJI IN. W TV. JI/1V11 1.-v LS 7223, FLUSH, IN LIEU OF BRASS CAP, LS 8508, ACC. AS AS t INT. AVE. 50 & MADISON PER C.R. 190102. I I:\91200\MAPPING\TR 37884 2-01-2023 1 M co w — 00 `n a� C) �- b N I� O z � � r� co P7 N v M — M N SFN, EST. AT REC. 1 DIST. SO. FROM FD. MON. PER R.S. 13/89. I � w WEST LINE OF EASTERLY 132 FEET OF THE SW1/4 OF THE SW1/4 OF THE SE1/4 OF SEC. 33, T.5S., R.7E. FD. 1" I.P., W/PLAS PLUG, LS 5576, DN 0.1', NO REF. INTERSECTION INTERSECTION ACC. AS 1/16TH COR. SEC. N 528.33' WA ENUE 50 1320.66' 1320.72' R3)_ —_—�-- �-= N 89'54'27" W FD. 1" I.P., W/PK NAIL, ho- TAG 0 I TAG, ON. 1.3', ACC. AS S1/4 TRACT NO. 30357 M.B. 324/6-29 -2g COR., SEC. 33, PER M.B. 447/24-26 & CR15-0270, SET TAG, LS 8554. SEE SHEET 2 FOR EASEMENT NOTES nrn co o- 1 M O co co TC' T T 2641.32' (2641.26 R3) \ R.S. 13/89 1320.E W W V♦ O Lq N O co N 1 V• WI l\ CJI IN. W TV. JI/1V11 1.-v LS 7223, FLUSH, IN LIEU OF BRASS CAP, LS 8508, ACC. AS AS t INT. AVE. 50 & MADISON PER C.R. 190102. I I:\91200\MAPPING\TR 37884 2-01-2023 1 0— lc) CST O s-- cb 120 60 0 I�L SCALE: 1 " = 120' 120 GRAPHIC SCALE IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 37884 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 3 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, AS SHOWN BY UNITED STATES GOVERNMENT SURVEY, APPROVED JULY 15, 1856 DARYL J. CHRISTIAN MDS CONSULTING NOVEMBER, 2022 INDEX MAP 240 360 TRACT NO. P1029 M.D. 35IY46-51 4 / 5 6 \ SHEET 4 OF 11 SHEETS I I 9 101 41 40 39 38 37 79 ®� I 36 35 34 33 LL�� 32 31 ® iiiiiiiiiiiiiiiiiiiiiililillillillillillill11111111111111111111111111111111111Illillili — — — — — 6 102 0 78 � p � 0. 24 25 F- w p �- LOT CC -� 0 77 26 27 28 29 30 LOT C LOT T ROAR/NG 76 LOT C \ RIVER ROAD AD I I rl 8119 20 21 22 23 LOT V 1 nr &A r%l n\/co rQccv 1 AI l M 1 ! 1 [ / 1 co Im 50TH AVENUE TRACT U NO. 30357 M.D. 324/8-29 I:\91200\MAPPING\TR 37884 2-01-2023 IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO, 37884 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 3 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, AS SHOWN BY UNITED STATES GOVERNMENT SURVEY, APPROVED JULY 15, 1856 DARYL J. CHRISTIAN MDS CONSULTING NOVEMBER, 2022 CURVE DATA DATA = 40 DELTA RADIUS LENGTH Cl 101' 16' 13" 25.00' 44.19' C2 18' 11'42" 100.00' 31.76' C3 11'30'16" 100.00' 20.08' C4 6'41'26" 100.00' 11.68' C5 18' 11'42" 100.00' 31.76' C6 89'27'49" 25.00' 39.04' C7 14'35'50" 268.00' 68.28' C8 8'06' 11" 332.00' 46.95' C9 173533" 268.00' 58.90' C10 19'27'47" 160.00' 54.35' C 11 19'27'4%' 120.00' 40.76' C12 9(700'00" 25.00' 39.27' C13 45'00'00" 5.00' 3.93' C14 1 90'00'00" 10.00' 15.71'11 C15 I 642'22" 1 332.00' 38.86' IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO, 37884 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 3 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, AS SHOWN BY UNITED STATES GOVERNMENT SURVEY, APPROVED JULY 15, 1856 DARYL J. CHRISTIAN MDS CONSULTING NOVEMBER, 2022 SHEET 5 OF 11 SHEETS COURSE DATA = 40 80 / 120 / COURSE DATA , BEARING DISTANCE # BEARING DISTANCE L1 N 89'55'22" W 10.06' L8 N 00 04'38" E 52.00' L2 N 6600'00" W 64.00' L9 N 0O`04'38" E 1.92' L3 N 0(704'38" E 14.77' L10 N 89'55'22" W 44.00' L4 N 00'04'38" E 1.93' L11 N 45'04'38" E 21.22' L5 N 44'55'22" W 9.24' L12 N 89'55'22" W 8.50' L6 N 45'04'38" E 9.24' L13 RAD N 83'13'00" W 21.42' L7 N 00'04'38" E 6.93' IL14 N 45'04'38" E 21.21' SHEET 5 OF 11 SHEETS 0 0 0 0 " I © o 0 0 0 © oci o 14 13 W 12 t M 17 w16 w15 w w w J I w w 'bo M I I 7,150 SF to 7,150 SF '0 7,150 SF %0U a 7,150 SF 'w 7,150 SF M 7,085 SF I I I I I M .d - O O O o I C) N M d O I' I z z b b J b b b 3.0' 0 1 z Z Z Z LOT S Z I 8 \ LOT R 1 10, 0.10 AC. I 0.10 AC. u c UE 2 I ( 2� N is 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' h I I I I \ 18' o N 89'55'2 W 165.00' G�o� C> �i� N >r 89'55'22" W 165.00' b 0 2, I IN N N 11 of PUEJ N 89'55'22" W 148.50' ;� N 89'55'22" W 148.50' ``' c, Iw I I I W v 1 OI �' �c'q_ LOT K _ _ N 89'55'22"_W 341.00' _ LOT L n to o UE la w �w -J I O -� - - - - - O N I o `" 0.12 AC. 170.50' - °O o 170.50' 0.12 Ac. o I M 'I'° ' n �' MUD CREEK LANE � b M I Ip 4I I 1 25.00' z N 89'55'22" W 148.50' N 89 55 22" W 148.50 z 25.00' lb o I o- 1 55.00' 55.00' ;r, = 55.00' C'j� J I B G�D� 55.00' 55.00' wI ti 55.00' I Iz Z I j I I b V a w I _ _ _ _ _ N 89'55'22" W ~ a 173.50' . �� N 89'55'22" W 173.50 _ _ _ _ _ I Q ;� I __------------ - J -------- -------- I I ( `" 1 N lie N I I Q��g� vI� I III �- Z aI CD w UJ Z 1s ' M M M 0 C> - M M � I I I I W PUE I c O: 0 6 w 7 w 8 W b 15 c w 9 w 10 w 11 I PUE I j I I>co LO 0i � M 7,150 SF 7,150 SF � 7,150 SF � w C' w 7,150 SF 7,150 SF 7,037 SF 1 ' 1 c Z te)�o U b b b I I rn w rn tD CD N b b b C) I O O I ' I N '� b I to N z z z b z z z N 2719'49' ca I °° I 10' Z 0 Z 10' LOT Q RAD= - W 1 r^� f ' I' �i I o 2 2 PCC _ - -� I �, ,� � UE ,,, I M UE 0.27 AC. N 12'08'00" \ I U u, CD �t�71 v�v co N 89 55 22" W 150.00 RAD PRC -7 ? I b 55.00' 55.00' 55.00' J � 55.00 55.00 40.00 V %K z N 89'55'27' W 165.00' - - - - - - / I / I W Q % O r---------------------- -- N 0'04'38" E °° a C1'14 LOT P w _ a=12.03'4 2 Q _ c� rRAD-PCC 22 , GAO I 0.18 AC. °- 0' �' \ C5 r L1 R=330. 00' L�9. 44� ^ cy I XN? h / LOT j of PUE o �! 89 55 22" W 133.49 C5 �N 18'07 04_ W N 66'01'2 » �' h / /N N / U I X01 $,o _ N LOT 1 0.40 AC. RAD RC - - 0 W li / » RAD ^ _ "l1 �' " 0.81 AC. ooI M - - 166.99' - - - - - 113.01' - A=21' 46 15 1`i' ,'� 1 0100' N 0.40 Ac. N 89'55'22" W 280.00' OTTER CREEK DRIVE 62-43'59" R' -°'- �_�3 I C\/ v / I/ 1 N 89'55'27' W 207.1`1 C2RAD-PRC _ 1 A=7'48959" 40.00' ;�, = 55.00' 55.00' 55.00' C2 L1 R=270.00' / - _ _ °-_ N 89'55'22" W 217.55' _ _ / C4 C3 ---- N -------- -------- - 4g W� / _� L=36.83' �) 12 / 4,/ - - - - _ I v i^ _gill �/� / N w? /�' //, ;Ql� Ory / 'tel 90• 6011 n Z N5 N O At- li / 5 w 4 w 32 7,614 SF tO 7,727 SF to 7,727 SF to 7,728 SF to �l ``' LOT c � 0 11 o N / to C) b b 7,603 SF o 0.23 AC. :" 1 /l z z z Z b ► �' I Or I= N PDE Z N M / 1 � I I 'v 2 110' I N a N 8702'49" W N 8735'55" W 1'U ° R - -- - - - _ N 89'54 27" W 343.97 RAS - _ _ _ _ _--I ( a / I RAD 55.00' 55.00' 55.00' 55.00' 55.00' 68.97' 32.03' 32.03' _ J N 89'5427" W 120.29' 334.37' �, N 89'54'27" W 84.09' 109.87' I oo LOT N � S6, LOT O o ��,� o� t ��oma, o d 0.29 AC. �°c h1' I � S�. 0.08 AC. N 89'54'27" W Cl N 89'54'27" W 293.70' pO AAI ( I w 70.63' o0 o ( IU. N 'b0 N M N 8954'2 W 528.33' I o ® 0 50TH AVENUE z o I r,, J - - - - - - - 375.70' - - - - - - - - - 152.63' - - -- 528.33' SFN N 89'54127" W 2641 32' FD. 1" I.P., W/PK NAIL, NO TAG, DN. 1.3', ACC. AS S1/4 COR. SEC. 33, z uj PER M.B. 447/24-26 & CR 15-0270. Z > --------------------- IIS--------- - TRACT X10. 30357 til.®. 324/6-29 � > I 0 I:020NAPPING\TR 37884 2-01-2023 SCALE: 1 40 20 0 40 = 40 80 / 120 / �, o ti , FD. NAIL & TAG, LS 6532, IN TOP / /� / 30' W OF WALL, ACC. AS TR. COR. PER GRAPHIC SCALE M.B. 366/100-102. / SEE SHEET 6 18 N 19 20 21 22 23 2C 1 11 / O' �u 8 F/ a �¢ I ' a �o - `� 0.25 Ac. LOT M N 89'55'22" W 341.00' CLOVER CREEK LANE w 18' 1 2 1 // N / / K' / o / Z W PUE �, o - - - - N 89 55'22" - W 341.00' - - - - zo - to _ pUE o i 1^'i o 00 / / _� n o N.- o M 170.50' 110 170.50' o �, i z 2600' Z N 89'55'22" W 148.50' L N 89'55'22" W 148.50' z "� 10.00'I N Or N _� LQ o 55.00' - n w = 55.00' 55.00' ! °�' tK '� 55.00' 55.00' - �n w 40.00' o i I L 13 N n ' _ N _ / I r ; o a- _ _ _ _ - °- N 89'55'22" W _ _ _ 173.50' _ _ _ _ � _ _ _ _ _ N 89'55'22" W _158_50' _ '- a -�J I "' �`" N I u-Cl N Jr S N--,�LO 2 10'I _M U ry I 15j � C-) '� I t N `� I 0 0 UE o I I 0 0 0 0 " I © o 0 0 0 © oci o 14 13 W 12 t M 17 w16 w15 w w w J I w w 'bo M I I 7,150 SF to 7,150 SF '0 7,150 SF %0U a 7,150 SF 'w 7,150 SF M 7,085 SF I I I I I M .d - O O O o I C) N M d O I' I z z b b J b b b 3.0' 0 1 z Z Z Z LOT S Z I 8 \ LOT R 1 10, 0.10 AC. I 0.10 AC. u c UE 2 I ( 2� N is 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' h I I I I \ 18' o N 89'55'2 W 165.00' G�o� C> �i� N >r 89'55'22" W 165.00' b 0 2, I IN N N 11 of PUEJ N 89'55'22" W 148.50' ;� N 89'55'22" W 148.50' ``' c, Iw I I I W v 1 OI �' �c'q_ LOT K _ _ N 89'55'22"_W 341.00' _ LOT L n to o UE la w �w -J I O -� - - - - - O N I o `" 0.12 AC. 170.50' - °O o 170.50' 0.12 Ac. o I M 'I'° ' n �' MUD CREEK LANE � b M I Ip 4I I 1 25.00' z N 89'55'22" W 148.50' N 89 55 22" W 148.50 z 25.00' lb o I o- 1 55.00' 55.00' ;r, = 55.00' C'j� J I B G�D� 55.00' 55.00' wI ti 55.00' I Iz Z I j I I b V a w I _ _ _ _ _ N 89'55'22" W ~ a 173.50' . �� N 89'55'22" W 173.50 _ _ _ _ _ I Q ;� I __------------ - J -------- -------- I I ( `" 1 N lie N I I Q��g� vI� I III �- Z aI CD w UJ Z 1s ' M M M 0 C> - M M � I I I I W PUE I c O: 0 6 w 7 w 8 W b 15 c w 9 w 10 w 11 I PUE I j I I>co LO 0i � M 7,150 SF 7,150 SF � 7,150 SF � w C' w 7,150 SF 7,150 SF 7,037 SF 1 ' 1 c Z te)�o U b b b I I rn w rn tD CD N b b b C) I O O I ' I N '� b I to N z z z b z z z N 2719'49' ca I °° I 10' Z 0 Z 10' LOT Q RAD= - W 1 r^� f ' I' �i I o 2 2 PCC _ - -� I �, ,� � UE ,,, I M UE 0.27 AC. N 12'08'00" \ I U u, CD �t�71 v�v co N 89 55 22" W 150.00 RAD PRC -7 ? I b 55.00' 55.00' 55.00' J � 55.00 55.00 40.00 V %K z N 89'55'27' W 165.00' - - - - - - / I / I W Q % O r---------------------- -- N 0'04'38" E °° a C1'14 LOT P w _ a=12.03'4 2 Q _ c� rRAD-PCC 22 , GAO I 0.18 AC. °- 0' �' \ C5 r L1 R=330. 00' L�9. 44� ^ cy I XN? h / LOT j of PUE o �! 89 55 22" W 133.49 C5 �N 18'07 04_ W N 66'01'2 » �' h / /N N / U I X01 $,o _ N LOT 1 0.40 AC. RAD RC - - 0 W li / » RAD ^ _ "l1 �' " 0.81 AC. ooI M - - 166.99' - - - - - 113.01' - A=21' 46 15 1`i' ,'� 1 0100' N 0.40 Ac. N 89'55'22" W 280.00' OTTER CREEK DRIVE 62-43'59" R' -°'- �_�3 I C\/ v / I/ 1 N 89'55'27' W 207.1`1 C2RAD-PRC _ 1 A=7'48959" 40.00' ;�, = 55.00' 55.00' 55.00' C2 L1 R=270.00' / - _ _ °-_ N 89'55'22" W 217.55' _ _ / C4 C3 ---- N -------- -------- - 4g W� / _� L=36.83' �) 12 / 4,/ - - - - _ I v i^ _gill �/� / N w? /�' //, ;Ql� Ory / 'tel 90• 6011 n Z N5 N O At- li / 5 w 4 w 32 7,614 SF tO 7,727 SF to 7,727 SF to 7,728 SF to �l ``' LOT c � 0 11 o N / to C) b b 7,603 SF o 0.23 AC. :" 1 /l z z z Z b ► �' I Or I= N PDE Z N M / 1 � I I 'v 2 110' I N a N 8702'49" W N 8735'55" W 1'U ° R - -- - - - _ N 89'54 27" W 343.97 RAS - _ _ _ _ _--I ( a / I RAD 55.00' 55.00' 55.00' 55.00' 55.00' 68.97' 32.03' 32.03' _ J N 89'5427" W 120.29' 334.37' �, N 89'54'27" W 84.09' 109.87' I oo LOT N � S6, LOT O o ��,� o� t ��oma, o d 0.29 AC. �°c h1' I � S�. 0.08 AC. N 89'54'27" W Cl N 89'54'27" W 293.70' pO AAI ( I w 70.63' o0 o ( IU. N 'b0 N M N 8954'2 W 528.33' I o ® 0 50TH AVENUE z o I r,, J - - - - - - - 375.70' - - - - - - - - - 152.63' - - -- 528.33' SFN N 89'54127" W 2641 32' FD. 1" I.P., W/PK NAIL, NO TAG, DN. 1.3', ACC. AS S1/4 COR. SEC. 33, z uj PER M.B. 447/24-26 & CR 15-0270. Z > --------------------- IIS--------- - TRACT X10. 30357 til.®. 324/6-29 � > I 0 I:020NAPPING\TR 37884 2-01-2023 cm CURVE DATA 10 # DELTA RADIUS LENGTH Cl 151748" 100.00' 17.97' C2 08' 11'25" 100.00' 14.29' C3 0706'23" 100.00' 3.68' C4 9(700'00" 25.00' 39.27' C5 11'32'13" 25.00' 5.03' C6 78'27'47" 25.00' 34.24' C7 00'52'15" 779.50' 11.85' C8 6(T47'1 T 25.00' 26.52' C9 5532'59" 1 25.00' 1 24.24' C10 2550'27" 1 61.00' 1 30.71' cm CURVE DATA 0 10 a 0 RADIUS 0 Cll P 25.00' 21.16' C12 492913" 25.00' 21.16' CT 0 OD 0 COMN 10.01' C-4 ,i 5532'59" LLJrn 24.24' C15 01' 10'08" C) �O b 0 z b O 0 ao 101 102 16,143 SF 6' SEE SHEET 9 IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 37884 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 3 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, AS SHOWN BY UNITED STATES GOVERNMENT SURVEY, APPROVED JULY 15, 1856 DARYLJ. CHRISTIAN MDS CONSULTING NOVEMBER, 2022 or;9�n� x083 - 01 q 3H 5q SHEET 6 OF 11 SHEETS SCALE: 1" = 40' 40 20 0 40 80 120 GRAPHIC SCALE I 1260'.5'11 20'.5'1 1� I 41 40 39 38 I M 37 I �' 18 i PUE ^ I I I PUE 1 36 'ci14- � ¢ I N 89'55'22" W 206.50' 35 0 34 j M w o M I 80.00' 80.00' 46.50' A=11' 31' m bo bo J ii W N co Ni 55 R=1000.00' L=201. 27' I O I � W 'o NI b m cc N �NI `"I G 2' 48.43 d-11' w i,,l x IU L�7. 46' 31' 55" ' z I o I �' d=3' 31' L��=1374. L=276- 65' N 8-748 59" W _ I i (nto J,�I la J 41 . 64 RAD I M I co W `* �I / Lu ' N 89'55'22" W 158.20' \I N bl c b bl ^ 24 w coo 25 w Z�� �I WI v l Q z zl N to tq " lam o to z O I �+' 11,463 SF 1r �- d- `r' o I � Icl I ob w 11,820 SF ob Lo I 8 I I W► toI `� LOT CC z� z ! o N 20' I ui j z -o"', t o z cv� 1.28 AC. 1 03 I Lo c N 11. 5.51 I ;�/� t.,l� ,c`j' Z l.4? 4y�, cq h I b I '12 .5' I =1 0l o/ N/ah/4� 3� rn N 1 I z o �"�/ / a 4? Go 16,715 SF rJ-- ------ I N k'l� =/ N a %-'/Q: - 27 I C' w 0=715'20" - 1 A/ N w l w u E / N - Z. �o C5 ❑-- a L=16.55' " COY ° V _ ^ 15,824 SF 'So I I A d=11'01 06 (_ /� - �la o M N 89'55'2 W 58.45' ;n 4 21' 27' 3 L=80.86' / / ) / i' ao \ ► `"1 b o r U �= N 89'55'22" W 103.95' Cl ; -" L,1 6" / / / Q � a z �\ �� _--- _ _ _---- - 4 2- 1-2 7 32 R_4 p p \ 9' L �0 p�. / / < � 1p 48' 35 R,6 � \ Z� a 'no/ I z 00, N 89'55'22" W 159.50' - - - - °° -L0 _`4`l� \ 07 / �d0• ` �y ow 31 p�, ly 7g5� p0, C16 d 2= 1' 33' 40" R�37 ��� 7`o C8 LOT C °�, I ZI C14 C) �,jo 4-111.95 .' " W w 9. 5p' \ \\ `�' 1.22 Ac. ' 1 I "' 1�4 Lo ""�-�.. R LOT T 0.79 AC 5���'' ¢? L �2. 39' N 0cr01 3 CC J - a 0142 81. `�Jq�,A `^ _ _ _ - FN Ifol �� RAD P.-- R/ ---zl _ - ---------------- �2?'02° C ` L 8 �� �Q c$ 4=T 38' 31" L=1 ( �� a 03.97 N 89'55'22" W 135.00' N 89'55'22" W 135.00' pRC �£ 1S / �� ,33 �, 3r\_ A� Ate' 10'41" L=84-05' 40.00 55.00 40.00 40.00 55.00 40.00 \ \ \ '` N d=19' 51' S6 R=779.50' L=270.27' �s,�'� �,�-_15 R=_00.00' L=439.88'_ W ?�• per• ��, ,�`y �� s� • . �ti1ti N 15 pRC \ I co / o A=25 - " - - - -' + tZ ��, ��g `1• �• sr�� Doh , .�' �� �' , Oo' N o ' 14 59 L=352.55' in o in U C17 N o o F o o N 663 Q�G / 1�= <" / I C18 N c N C20 W 0 o b b o Cl 0 '�p0 / tcc, r O 2r �,�� I 8- I �� N C�8 w V1 M M Co o M o a Cl��` g I �°° 18 19 20---- b_ w w w w h T ry �i �I \2 I wi-------- wl-------------- 0 7,038 SF to 7,150 SF to 7,038 SF ``' w 7,037 SF 7,150 SF 7,038 SF ``' // ? _ / ' 172 32'°� \y�� �l �5s �IC-> s I �1:Ic LOT DC) CD $o C- :4- to j8' / ¢' o �- b b -dM. -'�. b b -M. / AUS. oo N w ��. to z z b b z z b - z z z / -I - b - - - - - - - - - - - - - - N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / �h r / 441 z w N 89'55'22" W 355.00' , / N / / .M '� co / FD. NAIL & TAG, LS I o I / U i u („) / 6532, ON TOP OF WALL, I 55.00' 55.00' n- 55.00' 25.00' 55.00' 55.00' 55.00' I / o ' v ACC. As TR. COR. PER 1 18'o b LOT M 0.25 Ac. N 89'55'22" W 341.00' io 0 2 14.00' / % / o V o / M.B. 366/100-102. b co r _ N 89 55 22" W 341.00 CLOVER_ CREEK LANE c ❑ I o Mi PUE o J - - 167.00' - - - - 173.00' - - io o PUE' I I �� '7 ``6° / I L1 c' N 89'55'22" W 1341.00' co L7 I i,, '� ii 2 I I ;�, �6 1 N j' N Q 1� I a I ) I L------- -------- -- ------------- - ------ ------ I �� N to ® N I N I a l I et ' 90 I 17 16 15 14 13 12 3 I N 32, N I- I ll�.� a I SEE SHEET 5 O SEE SHEET 5 'pq �• I O�A/�, 910 LOT V MII zI�Z-1 1.43 AC. oj� o�� n��g z� z I z1 N 89'51'33" E FD. 3/4" I.P., NO TAG, I DN. 0.5', NO REF. ACC. rn AS PROP. COR. rn N o , w CD b z COURSE DATA # BEARING DISTANCE L1 N 8555'22" W 25.00' L2 N 21'00127" W 40.33' L3 N 39' 10'20" W 8.74' L4 I N 4551'15" E 8.74' L5 RAD N 83'13'00" W 21.42' L6 N 59'55'22" W 17.32' L7 N 89'55'22" W 10.00' L8 N 00'04'38" E 32.00' [A91200W1APPINOR 37884 2-01-2023 CURVE DATA # DELTA RADIUS LENGTH Cll 48'29'13" 25.00' 21.16' C12 492913" 25.00' 21.16' C13 0724'14" 61.00' 10.01' C14 5532'59" 25.00' 24.24' C15 01' 10'08" 820.50' 16.74' C16 1011'40" 100.00' 17.79' C17 0327'15" 820.50' 49.47' C18 45'05'10" 10.00' 7.69' C19 04'58'25" 829.50' 72.01' C20 09'54'30" 820.50' 141.89' C21 18' 13'00" 322.00' 105.5 101 102 16,143 SF 6' SEE SHEET 9 IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 37884 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 3 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, AS SHOWN BY UNITED STATES GOVERNMENT SURVEY, APPROVED JULY 15, 1856 DARYLJ. CHRISTIAN MDS CONSULTING NOVEMBER, 2022 or;9�n� x083 - 01 q 3H 5q SHEET 6 OF 11 SHEETS SCALE: 1" = 40' 40 20 0 40 80 120 GRAPHIC SCALE I 1260'.5'11 20'.5'1 1� I 41 40 39 38 I M 37 I �' 18 i PUE ^ I I I PUE 1 36 'ci14- � ¢ I N 89'55'22" W 206.50' 35 0 34 j M w o M I 80.00' 80.00' 46.50' A=11' 31' m bo bo J ii W N co Ni 55 R=1000.00' L=201. 27' I O I � W 'o NI b m cc N �NI `"I G 2' 48.43 d-11' w i,,l x IU L�7. 46' 31' 55" ' z I o I �' d=3' 31' L��=1374. L=276- 65' N 8-748 59" W _ I i (nto J,�I la J 41 . 64 RAD I M I co W `* �I / Lu ' N 89'55'22" W 158.20' \I N bl c b bl ^ 24 w coo 25 w Z�� �I WI v l Q z zl N to tq " lam o to z O I �+' 11,463 SF 1r �- d- `r' o I � Icl I ob w 11,820 SF ob Lo I 8 I I W► toI `� LOT CC z� z ! o N 20' I ui j z -o"', t o z cv� 1.28 AC. 1 03 I Lo c N 11. 5.51 I ;�/� t.,l� ,c`j' Z l.4? 4y�, cq h I b I '12 .5' I =1 0l o/ N/ah/4� 3� rn N 1 I z o �"�/ / a 4? Go 16,715 SF rJ-- ------ I N k'l� =/ N a %-'/Q: - 27 I C' w 0=715'20" - 1 A/ N w l w u E / N - Z. �o C5 ❑-- a L=16.55' " COY ° V _ ^ 15,824 SF 'So I I A d=11'01 06 (_ /� - �la o M N 89'55'2 W 58.45' ;n 4 21' 27' 3 L=80.86' / / ) / i' ao \ ► `"1 b o r U �= N 89'55'22" W 103.95' Cl ; -" L,1 6" / / / Q � a z �\ �� _--- _ _ _---- - 4 2- 1-2 7 32 R_4 p p \ 9' L �0 p�. / / < � 1p 48' 35 R,6 � \ Z� a 'no/ I z 00, N 89'55'22" W 159.50' - - - - °° -L0 _`4`l� \ 07 / �d0• ` �y ow 31 p�, ly 7g5� p0, C16 d 2= 1' 33' 40" R�37 ��� 7`o C8 LOT C °�, I ZI C14 C) �,jo 4-111.95 .' " W w 9. 5p' \ \\ `�' 1.22 Ac. ' 1 I "' 1�4 Lo ""�-�.. R LOT T 0.79 AC 5���'' ¢? L �2. 39' N 0cr01 3 CC J - a 0142 81. `�Jq�,A `^ _ _ _ - FN Ifol �� RAD P.-- R/ ---zl _ - ---------------- �2?'02° C ` L 8 �� �Q c$ 4=T 38' 31" L=1 ( �� a 03.97 N 89'55'22" W 135.00' N 89'55'22" W 135.00' pRC �£ 1S / �� ,33 �, 3r\_ A� Ate' 10'41" L=84-05' 40.00 55.00 40.00 40.00 55.00 40.00 \ \ \ '` N d=19' 51' S6 R=779.50' L=270.27' �s,�'� �,�-_15 R=_00.00' L=439.88'_ W ?�• per• ��, ,�`y �� s� • . �ti1ti N 15 pRC \ I co / o A=25 - " - - - -' + tZ ��, ��g `1• �• sr�� Doh , .�' �� �' , Oo' N o ' 14 59 L=352.55' in o in U C17 N o o F o o N 663 Q�G / 1�= <" / I C18 N c N C20 W 0 o b b o Cl 0 '�p0 / tcc, r O 2r �,�� I 8- I �� N C�8 w V1 M M Co o M o a Cl��` g I �°° 18 19 20---- b_ w w w w h T ry �i �I \2 I wi-------- wl-------------- 0 7,038 SF to 7,150 SF to 7,038 SF ``' w 7,037 SF 7,150 SF 7,038 SF ``' // ? _ / ' 172 32'°� \y�� �l �5s �IC-> s I �1:Ic LOT DC) CD $o C- :4- to j8' / ¢' o �- b b -dM. -'�. b b -M. / AUS. oo N w ��. to z z b b z z b - z z z / -I - b - - - - - - - - - - - - - - N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / �h r / 441 z w N 89'55'22" W 355.00' , / N / / .M '� co / FD. NAIL & TAG, LS I o I / U i u („) / 6532, ON TOP OF WALL, I 55.00' 55.00' n- 55.00' 25.00' 55.00' 55.00' 55.00' I / o ' v ACC. As TR. COR. PER 1 18'o b LOT M 0.25 Ac. N 89'55'22" W 341.00' io 0 2 14.00' / % / o V o / M.B. 366/100-102. b co r _ N 89 55 22" W 341.00 CLOVER_ CREEK LANE c ❑ I o Mi PUE o J - - 167.00' - - - - 173.00' - - io o PUE' I I �� '7 ``6° / I L1 c' N 89'55'22" W 1341.00' co L7 I i,, '� ii 2 I I ;�, �6 1 N j' N Q 1� I a I ) I L------- -------- -- ------------- - ------ ------ I �� N to ® N I N I a l I et ' 90 I 17 16 15 14 13 12 3 I N 32, N I- I ll�.� a I SEE SHEET 5 O SEE SHEET 5 'pq �• I O�A/�, 910 LOT V MII zI�Z-1 1.43 AC. oj� o�� n��g z� z I z1 N 89'51'33" E FD. 3/4" I.P., NO TAG, I DN. 0.5', NO REF. ACC. rn AS PROP. COR. rn N o , w CD b z COURSE DATA # BEARING DISTANCE L1 N 8555'22" W 25.00' L2 N 21'00127" W 40.33' L3 N 39' 10'20" W 8.74' L4 I N 4551'15" E 8.74' L5 RAD N 83'13'00" W 21.42' L6 N 59'55'22" W 17.32' L7 N 89'55'22" W 10.00' L8 N 00'04'38" E 32.00' [A91200W1APPINOR 37884 2-01-2023 N 89'51'33" E FD. 3/4" I.P., NO TAG, I DN. 0.5', NO REF. ACC. rn AS PROP. COR. rn N o , w CD b z COURSE DATA # BEARING DISTANCE L1 N 8555'22" W 25.00' L2 N 21'00127" W 40.33' L3 N 39' 10'20" W 8.74' L4 I N 4551'15" E 8.74' L5 RAD N 83'13'00" W 21.42' L6 N 59'55'22" W 17.32' L7 N 89'55'22" W 10.00' L8 N 00'04'38" E 32.00' [A91200W1APPINOR 37884 2-01-2023 [A91200W1APPINOR 37884 2-01-2023 SCALE: 1" = 40' 40 GRAPHIC SCALE IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 37884 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 3 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, AS SHOWN BY UNITED STATES GOVERNMENT SURVEY, APPROVED JULY 15, 1856 DARYLJ. CHRISTIAN MDS CONSULTING NOVEMBER, 2022 80 120 SEE SHEET 8 f ff f 20.5' 20.5' 4!1' wI I W DATA # DELTA RADIUS LJo' colLo Cl 9900100" 57 �l0 56 l:zl-I 39.27' w I F�,I F- co 25.00' 34.24' Icl)w 11'32'15" 25.00' j 17 NIS 1 10'17'48" i 55 C) I o b 54 79'34'47" = z 53 C6 118, 100.00' 20.5' ;r 04'33'44" 4 1' I �r I PUE d=7' 55f 22" I R=1760.00' L=243.37' 0 � zl I W N 89'55'22" W 185.40' O I I I a Ib rn r d=2'36'19" L=80.03' I0 M 1O? o A=1'44'45" 25.40' 80.00' 80.00' L=53.63'rn IN �w N , I� to O g �b J 48 w 49 50 u' W 51 w 52 .Z b w 0 0 11,965 SF Pb 12,238 SF 12,000 SF b 11,999 SF j ui o O N w i z I olo z I d to z 1 I I �Iif _ - ------------------------- -- L=80.07' A=10 58' d=2'06'07"ujd=3'53'22" L=43.27' 40.80' 80.00' 75.00' jC3\ 48 R=1179. 50' L=226.04' N 89'55'22" W 195.80' =- d=10' 58' 48" ----- 0* 580 _8 -R1200_ 00' L=229.961 _ Lq o - N LOT F N 89'55'22" W 241.30' �o N °-'°' 58' 48" R=1220.50' o ELK N RIVER ROAD O L=233.89 ' if N 89'55'22" W 195.80' cam' d=3'45'23" L=80.02' --- -T-_ A=1'43'19" 40.80' 80.00' 75.00' C3 / c wl------------- L_36.68- ------ -- -- - - 1 bl I U, I col I 35 34 w 33 b 32 31 11 q 12,323 SF w o 12,536 SF Lo 12,320 SF � 12,319 SF s IO C) Pi Z 01 is Z O A=11'31'55" R=1374.50' L=276.65' d=3'20'08" A=1'51'23" b O C) I Lo N w to bl 0 b M 20.5' 0 I I U Z Q � 1 000 I 06 Ln N SHEET 7 OF 11 SHEETS I W DATA # DELTA RADIUS LJo' colLo Cl 9900100" co 39.27' C2 F- co 25.00' 34.24' Icl)w 11'32'15" 25.00' 1 5.03' 10 1 10'17'48" 100.00' C) I o b b 79'34'47" = z o co � C6 Ip 100.00' 20.5' 2 04'33'44" 4 1' I �r 0 rn o 0 � W Iw FO O J Ib rn U Z Q � 1 000 I 06 Ln N SHEET 7 OF 11 SHEETS FD. 3/4" REBAR, NO TAG, DN. 0.6', ACC. AS PROP. COR. PER P.M. 72/44 82 I N 89'55'22" W 158.40' 81 14,256 SF N 89'55'22" W 158.40' 80 14,256 SF N 89'5522" W 158.40' 79 14,256 SF N 89'55'22" W 158.40' FD. 3/4" REBAR, NO TAG, DN. 0.6', ACC. AS PROP. COR. PER R.S. 13/89 78 14,256 SF N 89'55'22" W 158.40' L=80.02' L=44.53' N 89'55'22" W 200.80' Iw w o f I d=3'24'29" L=81.76' 80.00' 80.00' Ibo °' 0 I r d=147'02" 40.80' �o, w� L=42.79' w jb J o M PUE I �i� 1061 �1= ¢� I b 1 o I "177 Z10=1 I o Iz z cli Ir,1 I b f 00 14,255 SF i\ N w I 4119 I N %0 I 20.5' j N_8_5'30'54" _E zo 26 � o 0 30 I v �� RAD N 89'55'22" W 158.08' w 27 w 28 ,� 29 b 12,363 SF 12,319 SF Lo I c.� cD 14,285 SF %013.437 SF z �Z Cl b a 1 Z: o �, 1 Loa l�s ; 20.5' C_ '1 76 s I ;I 1 1 0141 ZI------------ ---------- 13 622 SF Lot - - --L w 1 `l, onl I _ t' ZI _ - - " 4.27' A=4'09'39" L=59.58' 20.47' N a 75.00' C3 1 G G'� I rn o - A=5 53'04 L=a N 89'55'22" W 95.47' 02' 43' R=820. 50' L=143.85' p=90'00'00" �' u j A-6 02,44„A=10' O N 89'55'22" W 150.66' tp ' L=270.27' 1 0 02' 43" R=800.00' L_=140.26' _ _ N 89'55'22" W - c" 140.97' _ N 51' 56 R=779.50 1 _ C' N=10' _----- 69•�2, , L--439- 8' ;� ROARING RIVER ROAD LOT C �-00i W ---- A=31' 30' 15 R=80_ • �� 2 5_ 5; - �D 0 _ ._ - L 35 1 N A=10. 02' 43" R 779.50' L=136. 66' 37.51' `�' C4 N 7g.3734 p=25' 14' S9 ,�, N 89'55'22" " W ' N r 141. a9' 4 CO a 50.00' d=110 35 G� i W A�9' 54' 30" R=820.50' L= _____------------- cn I1� LOT V 1.43 AC. n' �s I itE N 89'51'33" E 792.37' C•l7 9 o Co rn I CD 00 m 0 cV o 00 CMpNc0 �P e w r'? rs CV d' 0 b z w b M 0 b z M 00 0 I 1A91200\MAPPING\TR 37884 2-01.2023 CURVE DATA # DELTA RADIUS LENGTH Cl 9900100" 25.00' 39.27' C2 7927'47" 25.00' 34.24' C3 11'32'15" 25.00' 1 5.03' C4 1 10'17'48" 100.00' 17.97' C5 79'34'47" 58.00' 80.56' C6 05'44'04" 100.00' 10.01' C7 04'33'44" 100.00' 7.96' FD. 3/4" REBAR, NO TAG, DN. 0.6', ACC. AS PROP. COR. PER P.M. 72/44 82 I N 89'55'22" W 158.40' 81 14,256 SF N 89'55'22" W 158.40' 80 14,256 SF N 89'5522" W 158.40' 79 14,256 SF N 89'55'22" W 158.40' FD. 3/4" REBAR, NO TAG, DN. 0.6', ACC. AS PROP. COR. PER R.S. 13/89 78 14,256 SF N 89'55'22" W 158.40' L=80.02' L=44.53' N 89'55'22" W 200.80' Iw w o f I d=3'24'29" L=81.76' 80.00' 80.00' Ibo °' 0 I r d=147'02" 40.80' �o, w� L=42.79' w jb J o M PUE I �i� 1061 �1= ¢� I b 1 o I "177 Z10=1 I o Iz z cli Ir,1 I b f 00 14,255 SF i\ N w I 4119 I N %0 I 20.5' j N_8_5'30'54" _E zo 26 � o 0 30 I v �� RAD N 89'55'22" W 158.08' w 27 w 28 ,� 29 b 12,363 SF 12,319 SF Lo I c.� cD 14,285 SF %013.437 SF z �Z Cl b a 1 Z: o �, 1 Loa l�s ; 20.5' C_ '1 76 s I ;I 1 1 0141 ZI------------ ---------- 13 622 SF Lot - - --L w 1 `l, onl I _ t' ZI _ - - " 4.27' A=4'09'39" L=59.58' 20.47' N a 75.00' C3 1 G G'� I rn o - A=5 53'04 L=a N 89'55'22" W 95.47' 02' 43' R=820. 50' L=143.85' p=90'00'00" �' u j A-6 02,44„A=10' O N 89'55'22" W 150.66' tp ' L=270.27' 1 0 02' 43" R=800.00' L_=140.26' _ _ N 89'55'22" W - c" 140.97' _ N 51' 56 R=779.50 1 _ C' N=10' _----- 69•�2, , L--439- 8' ;� ROARING RIVER ROAD LOT C �-00i W ---- A=31' 30' 15 R=80_ • �� 2 5_ 5; - �D 0 _ ._ - L 35 1 N A=10. 02' 43" R 779.50' L=136. 66' 37.51' `�' C4 N 7g.3734 p=25' 14' S9 ,�, N 89'55'22" " W ' N r 141. a9' 4 CO a 50.00' d=110 35 G� i W A�9' 54' 30" R=820.50' L= _____------------- cn I1� LOT V 1.43 AC. n' �s I itE N 89'51'33" E 792.37' C•l7 9 o Co rn I CD 00 m 0 cV o 00 CMpNc0 �P e w r'? rs CV d' 0 b z w b M 0 b z M 00 0 I 1A91200\MAPPING\TR 37884 2-01.2023 FD. N&T, LS 6532, IN TOP - OF WALL, NO REF., ACC. AS SE COR, TR. 31029, M.B. 357/48-51. ---- N 89'23'05" E 826.85' Kc W N W W N SCALE: 1" = 40' 40 80 120 IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA T ACT NO. 37884 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 3 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, AS SHOWN BY UNITED STATES GOVERNMENT SURVEY, APPROVED JULY 15, 1856 DARYLJ. CHRISTIAN MDS CONSULTING NOVEMBER, 2022 GRAFHIC SCALE d - C) N N co N N R PAR. 4 V PAR. a / P.M.S. 169/8 8-69 \ / / / / / / / / / PAR. 3 \ ,SFN \ N 89'27'36" E 494.50' (494.50' R5) .12' 183.72' 189.20' 88 N 89'27'36" E 159.73'�/ 160C12 I n M b C N 0_3'55'22" W 3 86 � ° 87 ���� ij_``RAD � 17,227 SF CN "E 17,925 SF / Off, O� p'C il R=40 cj �� 535'59 N 89'55'32" W "ti %\ „ , J 1 N 89 55 22 W 148.14 � N o N 89'55'22" W 146.50' I \ p0 ?2CD I 26'4019" °O o r A=20'11'40"1 L=18.62 N L=14.10' rn1 WW 85ac*Ate_ �0 1 O O LOT B B o o I 13,823 SF b b 00 ?4 N� �NI z 1.31 AC. Z 13,544 SF \ ` L CD \ M D=13'05'10" N 89.11'08" E RAD_ CD \ z ► v Li 22.84' �� _ 73 N 89'55'22" W 171.84' 1_ N 89'55'22" W 160.58' d=3'06'30" N 8411'28" -J C6 -' 20.5' L=5.43 RAD I s I I o � I I -' ti I O v �Io u 2 1 ' b 75 18' II o , s' 84 CD I ° 13,883 SF I PUE a c PUE 1 14,299 SF 1 C144co 1 ' A-78-23109 20.5' I N 89'55'22" W 173.49' RAD _ --------------------------------------------- �- I N 89'55'22" W 158.38' 80 W G� o W a G� I L1.1 I d=7' S5' 22 8=979. 50' L=135. 44' N 89'55'22" W 220.76' 6 LOT G -----d-7• o o.s7 Ac. --__55 22 R=1000.00' L=138.28' N N 89'55'22" W 266.26' `4 - -�, - - - - - - - - o I 83 Lq WADING RIVER ROAD o ,48 SF d=7• S5 � N ' 22" R=1020.50 L=141.12' `� N 89'55'22" W 220.76' d=4'29'37' L=80.04' 75.00' C2 C� _ _ _ A=0'45' 18" 6 .4 79.33 N _ cam, I = I w�-------------=13.45'- - - - - - - ------------ - ------Lo to I I ,� to I 20.5' I ``' I N 89'55'22" W 158.39' zoIb) Flo ^ 1� I t p Z l oo &i rn I I W o b ZI I O l o z I w 0 5 w 55 W 54 0 53 o f 0 11,903 SF o o � 11,999 SF 11,963 SF 12,277 SF � PUE 1 N No ``' I C) I 0 1 I I Z bI LoIo rI ZI _J A=7' 55' 22" R=1760. 00' L=243. 37' 4=2'36'18" L=80.02' wl C14 �I �I ZI _J 4=1'54'54" L=58.82' 21.03' N 89'55'27' W 1185.40' 84.36' 80.00' 49 1 50 I 51 I 52 CURVE DATA DATA # DELTA RADIUS LENGTH Cl 9900'00" 25.00' 39.27' C2 11'32'1 S' 25.00' 5.03' C3 7927'47" 25.00' 34.24' C4 16'11'40" 100.00' 28.26' C5 14'18'30° 100.00' 24.97' C6 01'53' 10" 100.00' 3.29' C7 04'00'00" 579.50' 40.46' C8 04'00'00" 620.50' 43.32' C9 16'11'40" 100.00' 28.26' C10 79'31'21" 40.00' 55.52' C11 28'57'18" 40.00' 20.21' C12 8637'02" 11.50' 17.39' PAR. 3 \ ,SFN \ N 89'27'36" E 494.50' (494.50' R5) .12' 183.72' 189.20' 88 N 89'27'36" E 159.73'�/ 160C12 I n M b C N 0_3'55'22" W 3 86 � ° 87 ���� ij_``RAD � 17,227 SF CN "E 17,925 SF / Off, O� p'C il R=40 cj �� 535'59 N 89'55'32" W "ti %\ „ , J 1 N 89 55 22 W 148.14 � N o N 89'55'22" W 146.50' I \ p0 ?2CD I 26'4019" °O o r A=20'11'40"1 L=18.62 N L=14.10' rn1 WW 85ac*Ate_ �0 1 O O LOT B B o o I 13,823 SF b b 00 ?4 N� �NI z 1.31 AC. Z 13,544 SF \ ` L CD \ M D=13'05'10" N 89.11'08" E RAD_ CD \ z ► v Li 22.84' �� _ 73 N 89'55'22" W 171.84' 1_ N 89'55'22" W 160.58' d=3'06'30" N 8411'28" -J C6 -' 20.5' L=5.43 RAD I s I I o � I I -' ti I O v �Io u 2 1 ' b 75 18' II o , s' 84 CD I ° 13,883 SF I PUE a c PUE 1 14,299 SF 1 C144co 1 ' A-78-23109 20.5' I N 89'55'22" W 173.49' RAD _ --------------------------------------------- �- I N 89'55'22" W 158.38' 80 W G� o W a G� I L1.1 I d=7' S5' 22 8=979. 50' L=135. 44' N 89'55'22" W 220.76' 6 LOT G -----d-7• o o.s7 Ac. --__55 22 R=1000.00' L=138.28' N N 89'55'22" W 266.26' `4 - -�, - - - - - - - - o I 83 Lq WADING RIVER ROAD o ,48 SF d=7• S5 � N ' 22" R=1020.50 L=141.12' `� N 89'55'22" W 220.76' d=4'29'37' L=80.04' 75.00' C2 C� _ _ _ A=0'45' 18" 6 .4 79.33 N _ cam, I = I w�-------------=13.45'- - - - - - - ------------ - ------Lo to I I ,� to I 20.5' I ``' I N 89'55'22" W 158.39' zoIb) Flo ^ 1� I t p Z l oo &i rn I I W o b ZI I O l o z I w 0 5 w 55 W 54 0 53 o f 0 11,903 SF o o � 11,999 SF 11,963 SF 12,277 SF � PUE 1 N No ``' I C) I 0 1 I I Z bI LoIo rI ZI _J A=7' 55' 22" R=1760. 00' L=243. 37' 4=2'36'18" L=80.02' wl C14 �I �I ZI _J 4=1'54'54" L=58.82' 21.03' N 89'55'27' W 1185.40' 84.36' 80.00' 49 1 50 I 51 I 52 COURSE DATA I I ¢ # BEARING 0loo DISTANCE L1 N 03'55'22" W 6.67' L2 N 0904'38" E 24.64' L3 N 0355'22" W 24.64' L4 N 00'04'38" E 20.00' L5 I N 03'55'22" W 65.68' PAR. 3 \ ,SFN \ N 89'27'36" E 494.50' (494.50' R5) .12' 183.72' 189.20' 88 N 89'27'36" E 159.73'�/ 160C12 I n M b C N 0_3'55'22" W 3 86 � ° 87 ���� ij_``RAD � 17,227 SF CN "E 17,925 SF / Off, O� p'C il R=40 cj �� 535'59 N 89'55'32" W "ti %\ „ , J 1 N 89 55 22 W 148.14 � N o N 89'55'22" W 146.50' I \ p0 ?2CD I 26'4019" °O o r A=20'11'40"1 L=18.62 N L=14.10' rn1 WW 85ac*Ate_ �0 1 O O LOT B B o o I 13,823 SF b b 00 ?4 N� �NI z 1.31 AC. Z 13,544 SF \ ` L CD \ M D=13'05'10" N 89.11'08" E RAD_ CD \ z ► v Li 22.84' �� _ 73 N 89'55'22" W 171.84' 1_ N 89'55'22" W 160.58' d=3'06'30" N 8411'28" -J C6 -' 20.5' L=5.43 RAD I s I I o � I I -' ti I O v �Io u 2 1 ' b 75 18' II o , s' 84 CD I ° 13,883 SF I PUE a c PUE 1 14,299 SF 1 C144co 1 ' A-78-23109 20.5' I N 89'55'22" W 173.49' RAD _ --------------------------------------------- �- I N 89'55'22" W 158.38' 80 W G� o W a G� I L1.1 I d=7' S5' 22 8=979. 50' L=135. 44' N 89'55'22" W 220.76' 6 LOT G -----d-7• o o.s7 Ac. --__55 22 R=1000.00' L=138.28' N N 89'55'22" W 266.26' `4 - -�, - - - - - - - - o I 83 Lq WADING RIVER ROAD o ,48 SF d=7• S5 � N ' 22" R=1020.50 L=141.12' `� N 89'55'22" W 220.76' d=4'29'37' L=80.04' 75.00' C2 C� _ _ _ A=0'45' 18" 6 .4 79.33 N _ cam, I = I w�-------------=13.45'- - - - - - - ------------ - ------Lo to I I ,� to I 20.5' I ``' I N 89'55'22" W 158.39' zoIb) Flo ^ 1� I t p Z l oo &i rn I I W o b ZI I O l o z I w 0 5 w 55 W 54 0 53 o f 0 11,903 SF o o � 11,999 SF 11,963 SF 12,277 SF � PUE 1 N No ``' I C) I 0 1 I I Z bI LoIo rI ZI _J A=7' 55' 22" R=1760. 00' L=243. 37' 4=2'36'18" L=80.02' wl C14 �I �I ZI _J 4=1'54'54" L=58.82' 21.03' N 89'55'27' W 1185.40' 84.36' 80.00' 49 1 50 I 51 I 52 I to J 41 1' ICD 20.5' 20.5' SEE SHEET 7 SHEET 8 OF 11 SHEETS 82 FD. 3/4" REBAR, NO TAG, 14,255 SF DN. 0.6', ACC. AS PROP. COR. PER P.M. 72/44 N 89'55'22" W 158.40' :zd- 00 to I N W 'b N o -q- C::, rn b I 60 N Lo r- 4 N M to w M 0 0 SFN PAf2 PAR. 4 1 lA91200\MAPPING\TR37884 2-01-2023 1 N n I I ¢ W I to I_M_ loo orn o I 0loo INNb I IW�-z �0O I to J 41 1' ICD 20.5' 20.5' SEE SHEET 7 SHEET 8 OF 11 SHEETS 82 FD. 3/4" REBAR, NO TAG, 14,255 SF DN. 0.6', ACC. AS PROP. COR. PER P.M. 72/44 N 89'55'22" W 158.40' :zd- 00 to I N W 'b N o -q- C::, rn b I 60 N Lo r- 4 N M to w M 0 0 SFN PAf2 PAR. 4 1 lA91200\MAPPING\TR37884 2-01-2023 1 SCALE: 1" = 40' 40 20 0 40 80 120 GRAPHIC SCALE t 98 Oo - OO 0 0 N 0 N M N w O co CDd- pnd 0 0 N O N 89'55'22" W 158.27' 99 16,144 SF N 89'55'22" W 158.27' 100 16,144 SF N 89'55'22" W 158.27' 101 16,144 SF N 89'55'22" W 158.27' 102 16,143 SF SEE SHEET 10 W 126.5'111 120.5' R=1430.00 , L=197. 74 'I 80.00' LENGTH C1 80.00' A=;3' 12' 25 LSO. 04' d=3'23'08" i , 41 I 1, I 25.00' _ c c r C3 8 >1 >I 34.24' Qv c 11'32' 13" 20.00' 11.5f 8.5' w J rn o ° 1179.50' I oI ^I i V �XC LIQ I co 01 D i I' SII N 1 Z uj z co M zm 42 01 43 44 w ^ 0 I 45 11,999 SF n o Q 12,000 SF ' 1 I 18' 0 40 o 0 PUE I I LU.J j� O Lci Qi 0 N � ; �2 IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 37884 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 3 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, AS SHOWN BY UNITED STATES GOVERNMENT SURVEY, APPROVED JULY 15, 1856 DARYL J. CHRISTIAN 63 62 MDS CONSULTING m NOVEMBER, 2022 I I ;I 'I al N I 89'55'22" W 160.00' A=7' 55' 22 R=1430.00 , L=197. 74 'I 80.00' LENGTH C1 80.00' A=;3' 12' 25 LSO. 04' d=3'23'08" it 9900'00" 25.00' 39.27' C3 L=84.50' >1 >I 34.24' C4 11'32' 13" w w J C5 01'04'48" 1 1179.50' 22.23' oI ^I i L 233, o L=80.25' 89' N y r,,l� LIQ I Z: oto I zo 1 w uj z co M zm 42 o 43 44 w ^ 0 0 45 11,999 SF n o Lo 12,000 SF Lo 11,941 SF � 11,955 SF w I z 0 40 o 0 I zl - o! ^!o o'!c� ,¢ o wI o 1 Z I p N1 N 11'36'S1_E A=944'49" ole r��RAD Map L=15.91' zl ----------- 80 ui ------------- ---------- -I 1t4rC4 75.00' °- uj 12,453 SF o 80.00' 64.09' A=3'43'43" L=79.43' d=1' 19 4 L =,33.20; 59 46 11,416 SF N 82'00 46_ 9 Ori9tY10..fl aoa3- 01 g3q59 SHEET 9 OF 11 SHEETS 58w, w► 001 57 N1 56 o,6 NIS l` ;4-1 W 97.83' z� I I d=T 55' 22" R=1760. 00 50.88' d=p•57,42„ �' L=243.37 L=29.54' d=2'36'36" L=80.17' a> �r 47 v- r w , CURVE DATA 48 # DELTA RADIUS LENGTH C1 0930'06" 1000.00' 8.76' C2 9900'00" 25.00' 39.27' C3 78'27'47" 25.00' 34.24' C4 11'32' 13" 25.00' 5.03' C5 01'04'48" 1 1179.50' 22.23' 58w, w► 001 57 N1 56 o,6 NIS l` ;4-1 W 97.83' z� I I d=T 55' 22" R=1760. 00 50.88' d=p•57,42„ �' L=243.37 L=29.54' d=2'36'36" L=80.17' a> �r 47 v- r w , C:,l 11,491 SF w 48 ou `t ^ :- I 49 j� N N!( 0 11,781 SF o �I z o 0 0 I Zt LIQ � o 001 Z / N d=3'46'0 L 233, o L=80.25' 89' N y Z: oto LU 1 w 1 �, N 89'55'22 W 219.09 A=10' 58 48 01 r - " d=3'45'22" L=80. ' z! pig 0 0.88 Ac. R=1220. 50' d=2'44'54" r - _ _ _ tot LOT F L 233. -co 00 `" � N 8955'22" W 264.59' d=10' ' " 89 L=58.54' -' - M - - - - - - 58 48 R=120 C5 of �' � � ELK RIVER ROAD---°-oo L=2429 ! °- ' "b=80.47'--- --- 0 0 96 -3'54 31 w z Z N 89'55 22" W 219.09 A=10' 58' 48" R=1179. ^ ! °=10' S8 48 R=1179-50' ❑o rL 1 G`L C4 75.00 80.00 64.09 50 L 226. 03 d=1p• " L 226. 04' w A=4'11'19" L=86.23' ! -�-�_ 58 48 in L N oo A=0'46'23" �1 ❑w L=15.91' d -3'534i" L-80.21, _ . ! R 1- 00'29.96' N--. Fes; ---------- ------------- --------- w(----------w� °-2pT19" A 0----- ' 2 .5' I N :- I b I _ i,,f -_=_43.68' 1 4=1'44'03" Lq R=1220. 50' �10 N to �, -' _ / L=36.94' d=3'46'0 L 233, o L=80.25' 89' N y 81 uj I, I 1 41 0 40 0 39 W 'n .- 38 zl - o! ^!o o'!c� ,¢ N - ---- of 1 �! ^,Q Map NI 11,999 SF '� 12,000 SF � 12,006 SF uj 12,453 SF o 37 r- z1� z' � 1 I' 80Q ( o Nj b o 12,260 SF w 36 Z I n wl I Z �' p o w 12,412 SF 35 '- �� w �' Z � � w 34 00 �- �-- �I of z W/ o p 12,355 SF o i o01 I b zl a z o CD I Z ' I I Q 1 80.00' N 89'55'22" W 206.50' 8000, A=1'55 11 " L=33.51' 46 50' A=4'30 08 L=78.58' A- I d _ • io �I •-!� ^ !� '�� co '�!� 001 wI z o I - to I -11 31 55 R=1000.00' L-2013230" L=80.42' ?! ?! ce 18' 1 1 18' i _ w 'UE I �� PUE I 7' C1 " "' ,4I 1' I 24 25 :ornl� n, �4=2'59'49" L=7j.90' (/°=11' 31'55' R=1374.50' L4276. 65' 21* .5 20.5 1 - I� '�1 d-3'20' _ 1 I I I I I Z i Ig � !0 35 L-80.20' I LIQ SEE SHEET 6 LOT CC 26 27 I:\91200\MAPPING\TR 37884 W W S N W W V? W W 2 W W V7 2-01-2023 cm 0 0 0 0 13 00 0 0 N 0 0 0 N 0 CURVE DATA o # DELTA RADIUS LENGTH C1 01'32'55" 1430.00' 38.65' C2 81'47'30" 25.00' 35.69' C3 61'35'36" 25.00' 26.88' C4 20'11'54" 25.00' 8.81' C5 93'22'37" 25.00' 40.74' C6 7927'47" 25.00' 34.24' C7 14 54'50" 25.00' 6.51' C8 0,722'37" 420.50' 1 24.78' C9 9543'50" 25.00' 41.77' 8204'38" 25.00' 35.81' UC10 C 11 0923"16" 1600.00' 10.83' cm 0 0 0 0 13 00 0 0 N 0 0 0 N 0 N 89'55'22" W 176.08' 95 SEE SHEET 11 - h � I I I ul 20.54 120.5' Q 11 1 18' I I 18' I PUE 8 PUE . 20.00' 11 18 5 IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO-. 37884 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 3 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, AS SHOWN BY UNITED STATES GOVERNMENT SURVEY, APPROVED JULY 15, 1856 DARYLJ. CHRISTIAN MDS CONSULTING NOVEMBER, 2022 N 89'55'22" W 176.00' I o 17,960 SF W o`" I �_ W� i o I wl w !-``' 0 65 I to bdI I 14,784 SF M N 89'55'22" W 176.08'I o c o I C, W o I j z. ef Q z I N 89'55'22" W 176.00' w o 0 w N 89'55'22" W 177.31' 70 14,804 SF N 89'55'22" W 176.00' or�g;rCLP ao2l3- aid 3h 59 w SCALE: 1 " = 40' o 40 20 0 40 80 o GRAPHIC SCALE 1 ,CD ooh o � 88f o o I I l _^ I or N 89'55'22" W 175.06' 0 0 0 0 0 M o 00 0 1n 00 1 N 8T06'07" W J �M:- o a n , RAD - PRC � -op 1� M 72 C) J1, 14068 SF 00 0 0 , 20.5' 20.5' 6 1 I 'Y' I F_ :�: I w I zo ccI 00 I N 89'55'22" W 176.00' I a I I I O N �, �, Lr) I i I 18' X10 M 2 1 b LOT BB I ( O ^ I i PUE w (� w 1❑8' 1 z 96 1 � i , 00 w PUE , o ca O I1 I 1 0 ( o o 001 O r`' o I o 17,941 SF I ' 2 .5' 1 64 00 1 00 o p o 0o I 73 0 0 , n 14,794 SF 71 I z o N 0 00 1 13,880 SF x 86'32 45 W 14,784 SF I Q z i iN � I ^ 00 / RAD -PRC 1 z l 1 N 844 35'4(:"_ W IU-) a' N !� RAD , I J •`ii o u _ JY N_7g32--- I 4 1 N 89'55'22" W 174.44' �� a �<., -' - - - - - - 176- ----------_-- 176.00' i � I �O 20.5' N 89'55'22" W 156.00' h 1- o o _ I of cs N N 89'55'22" W 352.27' ---------------- --_3.22' LOT M 0.17 AC. N 05148'28" E Cl ", ;� RAD l� c o ;n N 89'55'22" W 138.47' Ate' 43' 50 R=1620. 50' L=162. 0$' -X-;';-48'40" l 1 �' �I �' N 89'55'22" W 189.68' LOT G RAD -PRC W _ N'J� - - - - - r--� - _ _A=T 32' 06 0. 41' N , �oo - 97 v o 0.87 AC. A=T 55 22 R=1600.00' 2 25'�- C 11 o N 82.00'00" yy 1 2' 16,993 SF 1 `" N 89'55'22" W 151.37' A=T 55' 22" R=1579. 50' L= - -N 82'00'00" 9 9 z; d=7' 55'22' h N ' ' C4 71.37' 80.00' A=3'01'45" L=83.51' d=2'54'19" 218 41' I/i/gp�N ..38_69' � 22 R=979.50' L=135.44'N jco °° � ' \ 0.50- - - - - - - - L=80.09 59 G NRI VER R -- =7 55 22 R-1000.Oo'.-- d-...1' en _. -,�� iQ� '�------------ ----------- �_ ____-- 18 25.54' 82'0000 AD �nL-138.2$-- " a -iQ \ wi -' -' - - -�_ L=54. ' W 138.69' oN 85_44 52 W I o -' - N 81_42'5n, wl - - - -8 _ 80.44' N _f 1 2 WBRAD o N. o \ RAD � - d -T n y .r, - pC- - -`'► o �, f 32.71' S5 22 R=1020 50' SHEET 10 OF 11 SHEETS 120 r-, N 89 55 22 W 159.39 CURVE DATA o # DELTA RADIUS LENGTH C7 14 54'50" 25.00' 6.51' C8 0522'37" 420.50' 24.78' C9 9543'50" 25.00' 41.77' C10 8204'38" 25.00' 35.81' C11 0(723'1 C 1600.00' 10.83' C12 01'49'52" 400.00' 12.78' N 89'55'22" W 176.08' 95 SEE SHEET 11 - h � I I I ul 20.54 120.5' Q 11 1 18' I I 18' I PUE 8 PUE . 20.00' 11 18 5 IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO-. 37884 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 3 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, AS SHOWN BY UNITED STATES GOVERNMENT SURVEY, APPROVED JULY 15, 1856 DARYLJ. CHRISTIAN MDS CONSULTING NOVEMBER, 2022 N 89'55'22" W 176.00' I o 17,960 SF W o`" I �_ W� i o I wl w !-``' 0 65 I to bdI I 14,784 SF M N 89'55'22" W 176.08'I o c o I C, W o I j z. ef Q z I N 89'55'22" W 176.00' w o 0 w N 89'55'22" W 177.31' 70 14,804 SF N 89'55'22" W 176.00' or�g;rCLP ao2l3- aid 3h 59 w SCALE: 1 " = 40' o 40 20 0 40 80 o GRAPHIC SCALE 1 ,CD ooh o � 88f o o I I l _^ I or N 89'55'22" W 175.06' 0 0 0 0 0 M o 00 0 1n 00 1 N 8T06'07" W J �M:- o a n , RAD - PRC � -op 1� M 72 C) J1, 14068 SF 00 0 0 , 20.5' 20.5' 6 1 I 'Y' I F_ :�: I w I zo ccI 00 I N 89'55'22" W 176.00' I a I I I O N �, �, Lr) I i I 18' X10 M 2 1 b LOT BB I ( O ^ I i PUE w (� w 1❑8' 1 z 96 1 � i , 00 w PUE , o ca O I1 I 1 0 ( o o 001 O r`' o I o 17,941 SF I ' 2 .5' 1 64 00 1 00 o p o 0o I 73 0 0 , n 14,794 SF 71 I z o N 0 00 1 13,880 SF x 86'32 45 W 14,784 SF I Q z i iN � I ^ 00 / RAD -PRC 1 z l 1 N 844 35'4(:"_ W IU-) a' N !� RAD , I J •`ii o u _ JY N_7g32--- I 4 1 N 89'55'22" W 174.44' �� a �<., -' - - - - - - 176- ----------_-- 176.00' i � I �O 20.5' N 89'55'22" W 156.00' h 1- o o _ I of cs N N 89'55'22" W 352.27' ---------------- --_3.22' LOT M 0.17 AC. N 05148'28" E Cl ", ;� RAD l� c o ;n N 89'55'22" W 138.47' Ate' 43' 50 R=1620. 50' L=162. 0$' -X-;';-48'40" l 1 �' �I �' N 89'55'22" W 189.68' LOT G RAD -PRC W _ N'J� - - - - - r--� - _ _A=T 32' 06 0. 41' N , �oo - 97 v o 0.87 AC. A=T 55 22 R=1600.00' 2 25'�- C 11 o N 82.00'00" yy 1 2' 16,993 SF 1 `" N 89'55'22" W 151.37' A=T 55' 22" R=1579. 50' L= - -N 82'00'00" 9 9 z; d=7' 55'22' h N ' ' C4 71.37' 80.00' A=3'01'45" L=83.51' d=2'54'19" 218 41' I/i/gp�N ..38_69' � 22 R=979.50' L=135.44'N jco °° � ' \ 0.50- - - - - - - - L=80.09 59 G NRI VER R -- =7 55 22 R-1000.Oo'.-- d-...1' en _. -,�� iQ� '�------------ ----------- �_ ____-- 18 25.54' 82'0000 AD �nL-138.2$-- " a -iQ \ wi -' -' - - -�_ L=54. ' W 138.69' oN 85_44 52 W I o -' - N 81_42'5n, wl - - - -8 _ 80.44' N _f 1 2 WBRAD o N. o \ RAD � - d -T n y .r, - pC- - -`'► o �, f 32.71' S5 22 R=1020 50' SHEET 10 OF 11 SHEETS 120 r-, N 89 55 22 W 159.39 I ' 1' I l l o -`' fc� v II b C-4 o o `V ► �l z �I Ca oft o o 'I c I Olo- z) 11,996 SFbo O 00 zl O 00 Lo 98 `al w w � � 0i _ �I o - 61 12,225 SF 60 12,018 SF A=T 55' 22" R=1430. 00' L=197.74# A=,709'51 L=78.97' d=3'12'36" L=80.12 ml w (- 45 w Flo NIS z; C1 59 12,061 SF N8 41.74' _ d =2'40'27" L =141.12' -..._ L=47.63' �� w wr' L o f Dao 58 '2 �''cc � 12,070 SF w 57 -'ll C) 56 00 0 I ' 1' I l l o 3 o 62 to z IJ d 20.5 20.5 zo o��Nl Ni �r Olo- z) 11,996 SFbo O 00 12,000 SF O 00 Lo 98 ' Lo0 W L=23 � o 03 I 1 wl z 22" R=1760. 00' L 243. z 16,155 Sq Ft I M 49 41 Lo I O X of I 00 I i = 00 200 � z awo I n l �� N O I N 89'55'22" W 158.27' I 0 0ll o J j N 89'55'22" W 160.00' z l ;z I z Q i 80.00' 80.00' 18' 4I 1' 18' PUE 1 PUE 99 2I.511120.51 1 �1i ' I ' SEE SHEET 9 42 43 61 12,225 SF 60 12,018 SF A=T 55' 22" R=1430. 00' L=197.74# A=,709'51 L=78.97' d=3'12'36" L=80.12 ml w (- 45 w Flo NIS z; C1 59 12,061 SF N8 41.74' _ d =2'40'27" L =141.12' -..._ L=47.63' �� w wr' L o f Dao 58 '2 �''cc � 12,070 SF w 57 -'ll C) 56 00 0 11,982 SF w 00 0 N o o Wo z w� N wl W bI z oI N d=0'47'31" Lo0 W L=23 � N4.L19 03 d=2'36'39" L=80.20# 22" R=1760. 00' L 243. 37'-- 47 48 49 h91200\MAPPING\TR 37884 2-01-2023 aa° 40 20 0 0 a W SCALE: 1" = 40' 40 GRAPHIC SCALE 80 120 IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 37884 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 3 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, AS SHOWN BY UNITED STATES GOVERNMENT SURVEY, APPROVED JULY 15, 1856 DARYLJ. CHRISTIAN MDS CONSULTING NOVEMBER, 2022 COURSE DATA # BEARING DISTANCE L1 N 08'04'38" E 16.33' L2 N 0904'38" E 60.09' or�g�Y-\4 a*3- o\g3y5� SHEET 11 OF 11 SHEETS TRACT/'NO. 31029 M.S. 357/48-51 6 5 \ FD. NAIL & TAG, LS 6532, IN TOP OF WALL, ACC. AS SE COR. TRACT \ � I / / d N 8923'05" E 826.85' (826.80' R4) N0. 31029, M.B. 357/48-51. - - - - 196.01 b ww 207.70' o 0 30.00' 208.09- - 215.05' �¢ Q o ----- LOT EE -0.15 Ac.---- =---�w o - - - - - - N - - - - - N - CN - N -------- �°,�°,� 20' [---------N89'23'05"E 384.20' wo rn CURVE DATA # DELTA RADIUS LENGTH C1 16711'40" 100.00' 28.26' C2 04!58'59' 100.00' 8.70' C3 11'12'427 100.00' 19.57' C4 84756'26" 40.00' 59.30' C5 3757'44" 40.00' 26.50' C6 89'05'07' 40.00' 62.19' C7 83'20'27 40.00' 58.18' C8 0709'02" 1 100.00' 3.75' C9 I 14702'38" 1 100.00' 1 24.51' 80 120 IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 37884 BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 3 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, AS SHOWN BY UNITED STATES GOVERNMENT SURVEY, APPROVED JULY 15, 1856 DARYLJ. CHRISTIAN MDS CONSULTING NOVEMBER, 2022 COURSE DATA # BEARING DISTANCE L1 N 08'04'38" E 16.33' L2 N 0904'38" E 60.09' or�g�Y-\4 a*3- o\g3y5� SHEET 11 OF 11 SHEETS TRACT/'NO. 31029 M.S. 357/48-51 6 5 \ FD. NAIL & TAG, LS 6532, IN TOP OF WALL, ACC. AS SE COR. TRACT \ � I / / d N 8923'05" E 826.85' (826.80' R4) N0. 31029, M.B. 357/48-51. - - - - 196.01 b ww 207.70' o 0 30.00' 208.09- - 215.05' �¢ Q o ----- LOT EE -0.15 Ac.---- =---�w o - - - - - - N - - - - - N - CN - N -------- �°,�°,� 20' [---------N89'23'05"E 384.20' wo rn SEE SHEET 10 N 89'55'22" W 182.09'w� Io PUE 4 WATER w80 M o �o i N� I N A 6 4,Qp,D -- ' z I' J n 92 � oO RAD,i z C5 r' I 19,094 SF 0 0 93 RI40. pp, d� 0 20,188 SF i� I �� Rip cj \ 20,781 SF 17,981 SF d, v v _ N 89'55'22" W 167.90' N 89'55'22" W --� 167.68' RAD v \ / r " =g 06'33 V A=30'51'13" p o x,29LZZ E=6'361 z / L=21.54' 5, ry 0 � N 89'55'22" W 163.17' \ w U, T 8 PU/ I ^ E l 68 T O o N� , ..(. � oo � o \ o 0 ^ 20.00' :� Q) / (11. 18.5 h 67 \ �z W ryd` c0� / 0 14,365 SF 14,976 SF I , O / O / 17,019 SF 0 coro 2 94 2 PSE -' �I I " (aI� �' I N 89'55'22 W 175.62' -w N o No 17,664 SF I I N� I v N 84'5_6'24" \-N 200,.�; � � 186.26' z / _ i 20.5 � 20.5 I ' - E I I I RAD 0 1, I F I z I I I W I v N 89'55'22" W176.08' i 66 I I o ui o^ I coi N I 14,783 SF 0 69 I I N l C1 I co j w bi w W L I N 89'55'22" W 176.00' l 0 0 15,215 SF C) C) z i M 17,754 SF N 0 95 o I II Qo '� �c\1 RAD I N 89'55'22" W 177.31' \ w a N o U in I C ►^ a I ti 17,960 SF I z l O z s O I 18' 1 18' I 65 I PUE PUE I o I I I4a 1' I I l! 70 N 89'55'22" W 176.08' I 120.5'll� 20.51 11 SEE SHEET 10 SEE SHEET 10 I:\91200\MAPPING\TR 37884 N �t 0 N N 0 0 0 rn z 0 3 2-01-2023 ai U-) I o0 w80 _boo Ck 30' � oO 4 z PUE -, (� 9O 0 0 91 i'' WATER o z 20,188 SF i� I �� Rip cj \ 20,781 SF " / N 89'00_29 W / ,��� N_8325'05" E \ � - - N 89'55'22" W --� 167.68' RAD v \ / RAD N 89'55'22" W 175.01' " =g 06'33 V A=30'51'13" E=6'361 z / L=21.54' 0 � �" o o p o 68 T O o N� , ..(. � oo � RQ 8 \ �z W ryd` c0� / V 14,976 SF I , O / O / 17,019 SF 2 PUE J /8 / N 89'55'22" W 186.26' z / N 89'55'22" W 205.71' -j J 1 N 79'46'20" W � RAD 20.5' I co 20.5' 0 69 I C6 u �� C 1 ;O Q Q co 0 0 15,215 SF I M -� J (r J J 17,754 SF N N 86'41'0_1" W I -- I cb a- Ln o% o I u o 0 ._ I '� �c\1 RAD I N 89'55'22" W 177.31' \ w a N o U in I C ►^ a I ti `� I N 89'55'22" W 175.06' s O o o p o i\ 8To6'07" W ``' o o N o RAD I o I , `:3 70 l o 0 18' 18' z PUE 1 PUE 72 � 4 1 ' I 20.5' i 20.5' I SEE SHEET 10 I:\91200\MAPPING\TR 37884 N �t 0 N N 0 0 0 rn z 0 3 2-01-2023 ai