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mb498_035-049'S SIAMM 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 LAM; THAT WE CONSENT TO THE MAKING AND RECORDING OF THIS SUBDIVISION MAP AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED, IN FEE, FOR PUBLIC PURPOSES: LOT "Y" (ADAMS STREET). FOR STREET AND PUBLIC UTILITY PURPOSES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES- LOT "A" (MAJORCA DRIVE NORTH), LOTS "B" AND "C" (RONDA LANE), LOT "D" (SANGRIA COURT), LOT "E" (DALI DRIVE SOUTH), LOT "F" (VIANA COURT), LOT "G" (ALCOCER WAY), LOT "H" (QUIXOTE COURT), LOT "I' (ALMANZA WAY), LOT "J" (MONTORO WAY), LOT "K" (AVILA WAY), LOT 'L" (VALEZ DRIVE), LOT "M" (VALOR LANE), LOT 'N" (OCANA DRIVE NORTH), LOT "0" (ESPANA BOULEVARD), LOT 'P" (MONTELLA DRIVE), LOTS "Q" AND "R" (MADERA LANE), LOT "S" (CADIZ DRIVE), LOT "T" (BAZA COURT), LOT "U" (CABRA COURT), LOT "V" (TAFFALA DRIVE), LOT "W" (ALHAMBRA COURT), AND LOT "X" (ZAMORA COURT). THE DEDICATION IS FOR PUBLIC UTILITY PURPOSES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS F^R FiW7'cNCY VEHICLES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: PUBLIC UTILITY EASEMENTS SHOWN HEREON OVER LOTS "A" THROUGH "X", INCLUSIVE; AM THE 10' PIE OVER LOTS 1 THROUGH 326, INCLUSIVE, AND LOT 329. THE DEDICATION IS FOR PUBLIC UTILITY PURPOSES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LOT "A" (MAJORCA DRIVE NORTH), LOTS "B" AND "C" (RONDA LANE), LOT "D" (SANGRIA COURT), LOT 'E' (DALI DRIVE NORTH), LOT "F" (VIANA COURT), LOT "G' (ALCOCER WAY), LOT "H" (QUIXOTE COURT), LOT "I" (ALMANZA WAY), LOT "J" (MONTORO WAY), LOT "K" (AVILA WAY), LOT "L" (VALEZ DRIVE), LOT "M' (VALOR LANE), LOT 'N' (OCANA DRIVE NORTH), LOT "0" (ESPANA BOULEVARD), LOT "P" (MONTELLA DRIVE), LOTS "Q" AND "R" (MADERA LANE), LOT "S" (CADIZ DRIVE), LOT "T" (BAZA COURT), LOT "U" (CABRA COURT), OT "V" (TAFFALA DRIVE), LOT "W" (ALHAMBRA COURT), AND LOT "X" (ZAMORA COURT), THE EASEMENTS SHOWN AS 10' PUE, /3 AND THAT EASEMENT LABELED AX, OVER LOTS 320 AND 323. THE DEDICATION IS FOR DOMESTIC WATER AND SANITATION PURPOSES IN FAVOR OF COACHELLA VALLEY WATER DISTRICT. THE EASEMENT SO DEDICATED INCLUDES 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: EASEMENTS OVER LOT "A" (MAJORCA DRIVE NORTH), LOTS "B" AND "C" (RONDA LANE), LOT "D" (SANGRIA COURT), LOT "E" (DALI DRIVE NORTH), LOT "F' (VIANA COURT), LOT "G" (ALCOCER WAY), LOT "H" (QUIXOTE COURT), LOT 'I" (ALMANZA WAY), LOT "J" (MONTORO WAY), LOT "K" (AVILA WAY), LOT "L" (VALEZ DRIVE), LOT "M" (VALOR LANE), LOT 'N" (OCANA DRIVE NORTH), LOT "0" (ESPANA BOULEVARD), LOT "P" (MONTELLA DRIVE), LOTS "Q" AND "R" (MADERA LANE), LOT 'S" (CADIZ DRIVE), LOT 'T' (BAZA COURT), LOT "U" (CABRA COURT), LOT 'V" (TAFFALA DRIVE), LOT "W" (ALHAMIBRA COURT), AND LOT "X" (ZAMORA COURT), AND AN ADDITIONAL TEN (10) FEET IN WIDTH ON BOTH SIDES OF AND ADJOINING SAID LOTS "A" THROUGH "N" AND "P' THROUGH "X". THE DEDICATION IS 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 IN FAVOR OF THE IMPERIAL IRRIGATION DISTRICT. WE HEREBY RETAIN LOT "A" (MAJORCA DRIVE NORTH), LOTS 'B" AND 'C" (RONDA LANE), LOT "D" (SANGRIA COURT), LOT "E" (DALI DRIVE NORTH), LOT "F" (VIANA COURT), LOT "G" (ALCOCER WAY), LOT "H" (QUIXOTE COURT), LOT "I' (ALMANZA WAY), LOT "J" (MONTORO WAY), LOT 'K" (AVILA WAY), LOT "L" (VALEZ DRIVE), LOT "M' (VALOR LANE), LOT 'N" (OCANA DRIVE NORTH), LOT "0" (ESPANA BOULEVARD), LOT "P" (MONTELLA DRIVE), LOTS "Q" AND "R" (MADERA LANE), LOT "S" (CADIZ DRIVE), LOT 'T" (BAZA COURT), LOT "U" (CABRA COURT), LOT "V" (TAFFALA DRIVE), LOT "W" (ALHAMIBRA COURT), AND LOT "X" (ZAMORA COURT) INDICATED AS "PRIVATE STREETS" FOR THE SOLE BENEFIT OF, AND ONTO OURSELVES, OUR SUCCESSORS, ASSIGNEES, AND PARCEL OWNERS WITHIN THIS MAP. WE HEREBY RETAIN LOT 319, INDICATED AS WELL SITE, FOR THE SOLE BENEFIT OF, AND TO OURSELVES, OUR SUCCESSORS, ASSIGNEES, AND LOT OWNERS WITHIN THIS MAP FOR WELL SITE PURPOSES. WE HEREBY RETAIN LOTS 320, 324, AM 326 THROUGH 328, INCLUSIVE, FOR OPEN SPACE PURPOSES, FOR THE SOLE BENEFIT OF, AND ONTO OURSELVES, OUR SUCCESSORS, ASSIGNEES, AND LOT OWNERS WITHIN THIS MAP. SAID RIGHTS ARE SUBSERVIANT TO AFOREMENTIONED SANITATION EASEMENT DEDICATIONS TO COACHELLA VALLEY WATER DISTRICT. WE HEREBY RETAIN LOTS 321, 322, 323, AND 325, INDICATED AS "RETENTION BASIN", AND LOT 329 INDICATED AS "DRAINAGE LOT", FOR THE SOLE BENEFIT OF, AND ONTO OURSELVES, OUR SUCCESSORS, ASSIGNEES, AND LOT OWNERS WITHIN THIS MAP FOR DRAINAGE PURPOSES. SAID RIGHTS ARE SUBSERVIANT TO AFOREMENTIONED SANITATION EASEMENT DEDICATIONS TO COACHELLA VALLEY WATER DISTRICT. WE HEREBY RETAIN THE PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: DRAINAGE EASEMENTS FOR THE SOLE BENEFIT OF, AND ONTO OURSELVES, OUR SUCCESSORS, ASSIGNEES, AND LOT OWNERS, AS SHOWN HEREON OVER PORTIONS OF LOTS 21, 295, 311 AND 320. THE DEDICATION IS FOR DRAINAGE PURPOSES. SAID RIGHTS ARE SUBSERVIANT TO AFOREMENTIONED SANITATION EASEMENT DEDICATIONS TO COACHELLA VALLEY WATER DISTRICT. TPG AB I (LEIS) !A,,4 L. A DELA ARE LIMITED LIABILITY COMPANY BY; � PRINT NAME: '5 eves S • 3?/1Sv►n MG nrA ri G F E,re•, / / f li., ArjGt h',►q,�a�Prra+�Le7 ,Afv ^D e- ZCd Agen f o � -rltCr% R6, NC ' if I C FN) CA 311- ORTIONEE'S STATEMENT MEMORANDUM OF OPTION AGREEMENT WITH LENNAR HOMES OF CALIFORNIA, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY (OPTIONEE), BY DOCUMENT RECORDED MAY 29, 2024, AS INSTRUMENT NO. 2024-0155291 OF OFFICIAL RECORDS. UNM HOMES OF CALIFORNIA, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY BY: PRINT NAME L1C,b��V.(,1/�S�lj�� �V"�(Qwtjvkv�N *NOTARY ACKNOWLEDGEMENTS ARE LOCATED ON SHEET 2 IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA /ff-,&\ m /A r I I mm BEING A SUBDIVISION OF A PORTION OF THE SOUTHWEST QUARTER OF SECTION 5, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M. I N T E R N AT 1 0 N A L DECEMBER, 2023 TAX LEM-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-SPEC-IAL-ASSES NTS-COLtECTED-i4S--TAXE 3W-A-L-iEN-BUT-h10T-YET-+AYABLE;-#4fcH -ARE-ESTIMATED-TO-BE-$ DATED: Croy Sf 20 2`( MATTHEW J NING TY TAX COLLECTOR BY: DEPUTY TAX OWD TIFICAE I HEREBY CERTIFY THAI,A BOND IN THE SUM OF $ HAS BEEN EXECUTED AND -FLED WITH THE BOARD OF SUPERVISORS OF THE COUNT OF RIVERSIDE, CALIFORNIA, CONDITIONED UPON THE PAYMENT -OF ALL TAXES, STATE, COUNTY, MUNICIPAL, OR LOCAL, AND A SPECIAL ASSESSMENTS COLLECTED AS TAXES WHICK-ArTHE 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. -1 DATED: , 20_ CASH OR SURETY TAX BOND MATTHEW JENNINGS COUNTY TAX COLLECTOR.® BY: DEPUTY COA YA= AM DISTRICT CERTIFICATE OF &MIME I HER Y CERTIFY THAT UNDER AUTHORITY GRANTED TO ME BY RESOLUTION NO. 2015-23. DATED FEBRUARY 10, 2015. 1 ACCEPT ON COACHELLA VALLEY WATER DISTRICT THE DEDICATION OF EASEMENTS FOR DOMESTIC WATER AND SANITATION PURPO FN. BY: 4 DATED: , 20 2 4 J.M. A - ERAL MANAGER (�SO']QS'3-OZ2 COA ELLA ALLEY WATER DISTRICT CITY 'S SIAIERM 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 WAS APPROVED AM FILED IN MY OFFICE PRIOR TO THE FINAL ACCEPTANCE OF THIS SUBDIVISION AM MAP. IN WITNESS HEREOF, I HAVE SET MY HAND AND AFFIXED THE OFFICIAL SEA THE THE CITY OF INDIO, CALIFORNIA THIS _ DAY OF OS -TO R I 2024. DATED ©�'-"TUQ��� L:D 2024 CYNTHIA HERNANDEZ CITY CLERK, CITY OF INDIO CERTIFIQAM OF AGUXJAM - GM, COE =. =1 I HEREBY CERTIFY THAT UNDER AUTHORITY GRANTED TO ME BY THE BOARD OF DIRECTORS OF THE IMPERIAL IRRIGATION DISTRICT, PER RESOLUTION NO. 15-90, DATED MARCH 22, 19 T I ACCEPT ON BEHALF OF SAID DISTRICT, ITS SUCCESSORS OR ASSIGNS, THE EASEMENTS OFFERED TO IMPERIAL IR IGATION (STRICT AS SHOWN ON THIS MAP FOR ELECTRICAL FACILITIES. DATED: 10 112cq4BY: LAURA CE NTES, SUPERVIS L ESTATE IMPERIAL IRRIGATION DISTRICT aoaq-D33D88 0 L-L -1 (11� �a 5 SHEET 1 OF 15 SHEETS � RECORDER'S STAT T FILED THIS JL_ DAY OF 20 AT IN BOOK of OF MAPS AT PAGES 3A{% AT THE REQUEST OF THE CITY CLERK, CITY OF INDI0. NO. �0a-0330,�� FEE S 'S7 PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: � � /'� c , DEPUTY SUBDIVISION GUARANTEE: LENNAR TITLE, INC. AGENT FOR DOMA TITLE INSURANCE, INC. VEYOR'S STATEMENT THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND IS BASED ON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF LENNAR HOMES, IN DECEMBER, 2023. I HEREBY STATE THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR WILL BE IN PLACE WITHIN ONE YEAR OF THE FILING THIS MAP WITH THE COUNTY RECORDER; AND THAT SAID MOMENTS ARE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. I HEREBY STATE THAT THIS MAP SUBSTANTIALLY CONFORMS TO THE APPROVED OR CONDITIONALLY APPROVED TENTATIVE MAP, IF ANY. THE SURVEY IS TRUE AND COMPLETE AS SHOWN. DATED: 7 ClidSlrOPHER LEE ERTS, L.S. 8508 CITY ENGINEER'S STAMEE I HEREBY STATE THAT I HAVE EXAMINED THIS MAP, AND THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT, AND CITY SUBDIVISION REGULATIONS APPLICABLE HAVE BEEN COMPLIED WITH. DATED: �� I , 201� o Q%04 E $ S jDy�l JUA AYA .C.E. 68510 GYfY ENGINEER REG. EXP. 9/30/2025 4, No. C68510 CITY SURVEYOR'S STATERY 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. DATED: �� \ \ 202 5\© OSANDW `fG NOEL OWSLEY, L.S. 6972 ACTING CITY SURVEYOR EXP. DATE 9/3 0025 LS No. 6972 �Tgli OF c PLANING C ISSION'S CERTIFICATE I HEREBY CERTIFY THAT THE TENTATIVE MAP FOR TRACT NO. 31689 WAS APPROVED BY THE INDIO CITY PLANNING COMMISSION AT ITS MEETING HELD ON APRIL 20, 2022 -) a SECRETARY OF THE PLANNING COMMISSION OF THE CITY OF INDIO CITY CMIL STATEMENT RESOLVED, THAT THIS MAP CONSISTING OF FIFTEEN (15) SHEETS BE AND THE SAME IS HEREBY ACCEPTED AS THE OFFICIAL MAP OF TRACT MAP NO. 31689, A SUBDIVISION OF LAND. SAID MAP IS HEREBY ACCEPTED BY THE CITY OF INDIO. THE DEDICATION OF LOT "Y" (ADAMS STREET), IN FEE, FOR STREET AND PUBLIC UTILITY PURPOSES; EASEMENTS OVER LOT "A" (MAJORCA DRIVE NORTH), LOTS "B" AND "C" (RONDA LANE), LOT "D" (SANGRIA COURT), LOT "E" (DALI DRIVE NORTH), LOT "F" (VIANA COURT), LOT "G' (ALCOCER WAY), LOT "H" (QUIXOTE COURT), LOT "I" (ALMANZA WAY), LOT "J" (MONTORO WAY), LOT "K" (AVILA WAY), LOT 'L" (VALEZ DRIVE), LOT "M" (VALOR LANE), LOT "N' (OCANA DRIVE NORTH), LOT "0" (ESPANA BOULEVARD), LOT "P" (MONTELLA DRIVE), LOTS "Q" AM "R" (MADERA LANE), LOT "S" (CADIZ DRIVE), LOT "T' (BAZA COURT), LOT "U" (CABRA COURT), LOT "V" (TAFFALA DRIVE), LOT "W" (ALHAMdBRA COURT), AND LOT "X" (ZAMORA COURT) FOR PUBLIC UTILITY PURPOSES TOGETHER WITH THE RIGHT OF INGRESS .AND EGRESS FOR EMERGENCY VEHICLES; AND THE PUBLIC UTILITY EASEMENTS OVER LOTS "A" THROUGH "X", INCLUSIVE, AND THE 10' PUE OVER LOTS 1 THROUGH 326, INCLUSIVE, AND LOT 329, FOR PUBLIC UTILITY PURPOSES; ARE HEREBY ACCEPTED. THE CITY CLERK IS HEREBY AUTHORIZED AND DIRECTED TO ATTEST SAID MAP BY SIGNING HIS/FER NAME THERETO AS CITY CLERK OF THE CITY OF INDIO, CALIFORNIA. I HEREBY STATE THAT FOREGOING RESOLUTION WAS ADOPTED BY THE MAYOR AND COUNCIL OF THE CITY OF INDIO THIS ZN9 DAY OF 00MSEI12— , 20-ZA-. DATED: Octo W-R I to. 'zoxg I OP CYNTHIA HERNANDEZ CITY CLERK, CITY OF INDIO �`f-o33o?$ 6 IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA HAkwoof— — -1 I'vNim A Iml i Nurl m �j i (j 8 9 BEING A SUBDIVISION OF A PORTION OF THE SOUTHWEST QUARTER OF SECTION 5, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M. I N T E R N AT 1 0 N A L DECEMBER, 2023 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. STATE OF Ii) COUNTY OF ) SS. 1'ee ON CAL-wor :?A NA')113BEFORE ME,IF�U A NOTARY PUBLIC _ ",1 1 (INSERT NAME) PERSONALLY APPEARED WHO PROVED TO ME ON THE BASIS SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURES) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH PERSON(S) 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. SIGNATURE PRINT NAME MY COMMISSION EXPIRES*42— '—&V v��agogW5 MY PRINCIPAL PLACE OF BUSINESS IS ie COUNTY. 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. STATE OF 7, U /0 (A ) COUNTY OF GnC. CA ) SS. ON 10 / 1 I WZY BEFORE ME, , cu m 2 n'VAA a AA 4 & r A NOTARY PUBL I C 'I (INSERT NAME) PERSONALLY APPEARED f2 -(tVeA S • RoAfw1 WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURES) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH PERSON(S) ACTED, EXECUTED THE INSTRUMENT. all uNk I CERTIFY UNDER PENALTY OF PERJURY, UNDER THE LAWS OF THE STATE OF BAEH FORMiA, THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND SI TURE I CA' ) me Ife Ami- PRINT NAME MY COMMISSION EXPIRES U 7 C . 0-7030 MY PRINCIPAL PLACE OF BUSINESS IS i1G0 COUNTY. 1 v SHEET 2 OF 15 SHEETS THIS SUBDIVISION CONTAINS: 329 NUMBERED PARCELS 25 LETTERED PARCELS 354 TOTAL LOTS 87.31 ACRES GROSS rr r r rr .rr •rr rr THE COORDINATES AND BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, (CCS83), ZONE 6, (CSRC EPOCH 2O10). SAID COORDINATES AND BEARINGS ARE BASED LOCALLY UPON GLOBAL POSITIONING SYSTEM TIES TO THE FOLLOWING CONTINUOUS OPERATING REFERENCE STATIONS (COBS) AS PUBLISHED PER RIVERSIDE COUNTY MAP PREPARATION MANUAL. CORS NORTHING (ft.) GRID EASTING (ft.) GRID IDOL 2233556.57 6570325.39 P491 2152729.38 6568729.82 PIN2 2166426.02 6498459.36 THE BASIS OF BEARINGS IS THE CALCULATED BEARING BETWEEN SAID CORS IDOG & PIN2. I.E. "57'O4.54"E DISTANCES SHOWN HEREON ARE GROUND AND IN TERMS OF THE U.S. SURVEY FOOT. CONTROL POINT 201 (ELEV.=580.9) GRID DISTANCE = GROUND DISTANCE X COINED SCALE FACTOR (0.99995983) STATION NORTHING (ft.) GRID ASTING (ft.) GRID 1 201 1 2222224.556 1 6550618.092 ^'l-a COACHELLA VALLEY NATURAL WILDLIFE REFUGE AVENUE SUN CITY PALM DESERT AVENUE COUNTRY v~i m CLUB DRIVE �`4R'� U 10 RDgC cn w � AIRPORT V) AVENUE 42 HOVLEY LANE EAST oz Z BERMUDA DUNES PALM DESERT N FRED WARING DRIVE VICINITY MAP NO SCALE 38 N IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA In 0 % T M m m6' '1kNm 'gmo" 0'% 'A '00' A UO %illi j I b 0 BEING A SUBDIVISION OF A PORTION OF THE SOUTHWEST QUARTER OF SECTION 5, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M. VOM W3 AVENUE INDIO DOW 201 1-W121 SEARCHED, FOUND NOTHING. REC. 811012011 AVENUE 39 ESTABLISHED AT RECORD M N89'45'17"E 2633.38' (N89'45'18"E 2633.43')R1 (N89'37'53"E 2633.55)R2 DISTANCE PER RS 156/40 1316.69' (1316.74')R1 — _—�— — _——(1316.69')M&R1 — DUCE 2021-0491494 f-329 REC. 811712021 ESTABLISHED AT RECORD '4ANGLE AND DISTANCE FROM � k9 FOUND CENTERLINE POINTS. 1 (v 1 �16 A6 DOCI 2011-0350120 REC. 811012011 —I--I ----- -- - — — — — — — — — — — — — — — — — — — — — — — �1315.06' — N89'55'24'E 2630.11' (N89'48'00'E 2630.13')R2 I DaD REC. 411711959 AVENUE 40 .... ^. B" 2454, PG. 65 SEARCHED, FOUND NOTHING. ESTABLISHED BY TIES PER CR 16-0375L. 1 C. 811712021 1315.06' )ENOTES SHEET # SCALE: 1"=300' I N T E R N AT Z O N A L DECEMBER, 2023 w Ld AVENUE 38 8 c~n � 8903B'55'E 2635.37' (NB9'38'51"E 2635.36')R1 — 5z1 4 CD N W It 3 .1"fl i N 0 r' 0'00'01'12" g Na AT CONTROL w POINT 201 / = CONZEM&E ANGLE /Rr'`L N IDOG N. 2,233,556.57 E. 6,570,325.39 1 / I / I j ft / EASE NTS: � EASEMENTS FOR DRAINAGE PURPOSES OVER PORTIONS OF LOTS 21, 295, 311 AND 320, RETAINED HEREON BY OWNER. EASEMENTS FOR SANITATION PURPOSES OVER LOTS 320 AND 323, AS 2 DEDICATED TO COACHELLA VALLEY WATER DISTRICT HEREON. Q PUBLIC UTILITY EASEMENTS AS DEDICATED HEREON. �j N78'58' PIN2 86 N. 2,166,425.02 -- E. 6,498,459.36 P491 N. 2,152,729.38 E. 6,568,729.82 COBS TIE & CONTROL NO SCALE (N89'55'24"E 2630.03')M&R1 (N89'48'14"E 2630.00')R2 1 I I I I I I W 5 c~n 4 �oc)q- 03 30880 n I SHEET 3 OF 15 SHEETS ►11 1. THIS MAP CONTAINS 329 NUMBERED LOTS, 25 LETTERED LOTS, AND 87.31 GROSS ACRES. 2. (R) INDICATES RADIAL BEARING AS NOTED. 3. CALC'D INDICATES DATA CALCULATED FROM RECORD DISTANCES AS NOTED. 4. ALL MONUMENTS SHOWN AS SET WILL BESET WITHIN ONE YEAR AFTER THE RECORDATION OF THIS MAP. 5. DENOTES RECORD DATA PER REFERENCES BELOW: R&M RECORD AND MEASURED DATA (-)R1 RECORD DATA PER RS 156/40 (-)R2 RECORD DATA PER MB 417/32-46 (-)R3 RECORD DATA PER DOC# 2021-0419494, REC. 8/17/2021 (-)R4 RECORD DATA PER DOC# 2021-0491526, REC, 8/17/2021 6. AINDICATES EASEMENT. 7. DENOTES SET MONUMENTS AS NOTED BELOW: G INDICATES SET 1 3/8" COPPERWELD MONUMENT STAMPED "LS 8508", IN ASPHALT, FLUSH; UNLESS OTHERWISE NOTED. O INDICATES SET 1" IRON PIPE TAGGED "LS 8508", IN GROUND, FLUSH; SPIKE W/WASHER STAMPED "LS 8508", IN ASPHALT, FLUSH; OR NAIL AND TAG STAMPED "LS 8508" IN CONCRETE, UNLESS OTHERWISE NOTED. SET 1" IRON PIPE TAGGED "L.S. 8508% FLUSH; OR LEAD, TACK AND TAG "L.S. 8508% FLUSH, IN CONCRETE AT ALL REAR LOT CORNERS, REAR AND SIDE LOT ANGLE POINTS AND ENDS OF CURVE. IN LIEU OF FRONT LOT CORNERS, SET LEAD, TACK AND TAG "L.S. 8508", AT P.L. PROD ON TOP OF CURB. 8. DENOTES FOUND MONUMENTS AS NOTED BELOW: INDICATES PUBLISHED LOCATION OF USC&GS GPS C.O.R.S. STATION. ® INDICATES FOUND MONUMENT AS NOTED AND REFERENCED HEREON: Q FOUND 1-1/4" COPPERWELD MONUMENT STAMPED "RCE 13191", DN. 0.03' PER RS 156/40, MB 417/32-46, CR14-0027. ACCEPTED AS WEST QUARTER CORNER SECTION 5. �2 FOUND 1-1/4" COPPERWELD MONUMENT STAMPED "RCE 13191", FLUSH, PER RS 156/40, CR14-0026. ACCEPTED AS THE SW CORNER OF THE E 1/2 OF GOV'T. LOT 1 OF THE NW 1/4 OF SECTION 5. �3 1-1/4" COPPERWELD MONUMENT STAMPED 'RCE 13191", FLUSH, PER RS 156/40, CR14-0025. ACCEPTED AS THE SOUTH 1/4 CORNER OF SECTION 5. Fill" BRASS DISK STAMPED "RIV CO SURV" PER RS 156/40, CR19-0107. ACCEPTED AS SE CORNER OF SECTION 5. Q 1-1/4' COPPERWELD MONUMENT STAMPED "RCE 13191", FLUSH, PER CR14-0029. ACCEPTED AS W 1/16 CORNER OF SECTION 5. ® COPPERWELD MONUMENT STAMPED 'PLS 4989', FLUSH, IN LIEU OF 1" IRON PIPE LS 5529 PER CR16-0734. ACCEPTED AS CENTERLINE INTERSECTION OF ADAMS ST. & ESPANA BLVD. Ell* IRON PIPE W/TAG "PLS 4989' PER RS 156/40, CR18-0428. ACCEPTED AS NORTH 1/4 CORNER SECTION 5. ® COPPERWELD MONUMENT STAMPED "RCE 26401" PER RS 156/40, CR18-0428. ACCEPTED AS NE CORNER SECTION 5. ® 2" BRASS DISK, NO TAG, IN LIEU OF COPPERWELD TAGGED LS 4337 PER MB 417/32-46. 10 1-1/4' COPPERWELD MONUMENT, TAGGED "LS 8756', IN LIEU OF COPPERWELD TAGGED LS 4337 PER MB 417/32-46. 11 COPPER CLAD MONUMENT, TAGGED "LS 4989", IN LIEU OF COPPERWELD TAGGED LS 4337 PER MB 417/32-46. 12 NAIL & TAG "LS 4989% IN LIEU OF 1" IRON PIPE TAGGED LS 4337 PER MB 417/32-46. LINE/CXURVE DATA TABLE BEARING/DELTA RADIUS LENGTH 1 N00'29'35 E -- 342.06' M N00'21'57"E R — — 2 NOO'29'35"E — 169.40' NOO`21'57"E -- 69.05' 3 NOO'29'35"E -- 172.66' NOO'21'57"E -- 73.01' 4 38'57'45' 250.00' 170.01' MSd (38'57'46")R2 -- — 5 38 57 46 250.00 170.01 M8d 6 NDO 29 35'E — (1DO.00')14' N00'21'57"E R — — 7 NQO'29'35'E — 251.61' NOO'21'57"E — 51.62' R 8 18 20'07' 500.00' M&R2 160.01' 18.20'06" 1 — 60.00') iq I aOaLp -o';3 o $go IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 4 OF 15 SHEETS 3 AoffAb' RA U V %of z m & mmimpm M ms snow& ft m Aomw I A r IN u ■3 All AVENUE 39 I BEING A SUBDIVISION OF A PORTION OF THE SOUTHWEST QUARTER OF SECTION 5, DOCK 2011-=121 SEARCHED, FOUND NOTHING. TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M. 1 RE-C. 811012011 N89'45'17"E 2633.38' (NB9°45'18"E 2633.43')R1 (N89'37'53*E 2633.55')R2 ESTABLISHED BY INTERSECTION 30.00 ,, 1316.69a121316974 )R1 (1316.69 )M&R1 PER RS 163/40. ® s cm � :VN89*424'22*W - - 987.39 - - ---329.30y- NOW- - - - - .w ® s INTERNATIONAL - - 91011 1'28*W IXA^2021-04s1494 - 6 7 13 DECEMBER , 2023 5 8 12 1416 REC. 811712021 19 20 21 2315 18 24 LINE/CURVE DATA TABLE LINE/CURVE DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT ©0 BEARING/DELTA RADIUS LENGTH TANGENT ;I o a f " a • , " , r � CA 1 N89 59 10 W -- 15.27 R3 - 58 101 52 05 24.00 42,67 29.57 M&R2 2 NB4°18'49"E -- 10.75' -- 59 N66'10'34"E - 46.06' MF�i2 - 30, oI �` 25 3 NB9'59'10"W -- 94.21' R3 - NG6'02'56"E)R - - - DEED REC. 411711959 4 00°12'30" 1071.50 3.90' R3 1.95' 60 78°07 55" 24.00 32.73' 19.48')M&R2 BOOK 2454, PG. 65 oQ / 5 N89�48�20"E -- 63.50' R - 61 N78�33'05aE - 277.22' - 14f . % / E� 6 N83 13 21 "E -- 35.41 ' R3 - N78 25' 27 E - 77.21 ' R - �---N P '��' 26 7 N83 57 31"E - 63.22' R3 - 62 11'30 00" 758.00 152.14 76.33' M�d22 0 'obi _ _ D001 201I-OJ50122 '® REC. 811012011 9 NB9'45'42'E - 37 63 R3 - 63 N89555''275WWR - 7.31')M&I _ ' 10 N80'30'49*W -- 15.28' R3 -- 64 87'15'19" 24.00' 36.55' 22.88' M&R2 11 NB9°49'53"E - 12.15' R3 -- 65 N86'51'11"W - 42.22' M&R2 12 N87 31 18 W -- 71.57 R3 - N86 58 47 W R - - 13 N90°00'00"E - 60.20' R3 -- 66 92-42'01" 24.00' 38.83' 25.16' M&R2 14 N84°53'23"W -- 39.97' R - 67 N89'56'S5'W - 365.43' - P-' 15 N89 47'S9'E -- 80.45' R - N89'S5'27"W - 65.42' R - w 16 N69 21�08 W -- 53.33� R3 - 68 N54 57 38 W - 28.07 M&R2 - 400 ^ F NOTHING. 17 N89 43 16 W -- 53.74 - N55 05 16 W R - - - w as ESTABLISHED AT RECORD ANGLE AND jib ?w q'1 18 N85'46'O9*E -- 41.06' R - 69 NOO'29'36"E - 103.99' F-g r DISTANCE FROM FOUND CENTERLINE POINTS. �► 168 19 N83' 45' 12'W -- 35.74' R3 -- 7O 11 ° 12' 4O" 500.00' 97.84 ° W o�`�' `� 20 N89 15'27"E - 58.13' R3 - 71 N10 43'04'W - 32,65' tom; 21 N71' 15'37"E -- 21.05' R3 - 72 N89°56'55"W - 481.25' MkR2 22 N89`15'18"E -- 78.35' R3 - N89'56'27'E 23 O0.59R - try N85'31 '42'E . 24 46 04 17 0.50 R 273.80 144.78 N89 56 27 E R - - m �h �'- ,, � ��t�� 273.79' R3 - 74 N89'56 55"W - 530.08')M&R2 ® � I1-6�\ '�!`�' " ; 25 N26 53' 09 W -- 61. 64 - N89' S6' 27' E R -- 47' "' ''\ `-D, ::++�✓ .41*cv 53 5 51 50 ® �g�1 c 26 07'15'32" (425.50' R3 53.91' 26.99' 75 11`30'00" 800.00' �1600R2 w v*�q- N/ /°� 55 54 ` y�ti �. 07'18'48" - 54.31' R3 -- 76 N78'33'08"E - &R2 `� 27 N89°55'24"E -- 277.55' - N78'25'27'E R - - ^�� -� � 60 \ /P58 (5 O 80 81 83 11120, (NB9°55'35"E -- 77,61'}R - 77 N78°33'01"E - 253.82' M&R2 �+ 28 N68 08 05 W -- 53.90' M&R4 - N78'25'27'E R - - 65 64 61 77 82 w 66 N68'07'54*W R -- - - 78 N78°33 05'E - 563.15' QR2 '�h 68 63 � Ld :PS 49 29 N89 55 24 E -- (124.63 )MEtR4 - N78'25'27'E)R - - 67 6 76 78 �- 154 153 N89'55'35"E R -- - -- 02" 400178.03' MBi2 73 75 - g Q ��, ESPANA 72 BLVD . 30 N67'58 54„ 79 11 E -- 53.90 4 -- 80 N89°20 .00 53 07 E - 99.01 MikR2 - �' ® 11 N67'59'05"E)R -- - -- N89'45'29"E) - - .�ti�' 74 10 ¢ W@1 MADERA LANE 31 N89'55'24 E -- 159.48' QR4 - 81 N89'53'07"E - (99.57')M&R2 ° I 6 12 `v N89'55'35"E R N - - N89'45'29'E _ - j ` ' 1LJ ® 152 47 �Lo 32 N84'59'55"W 59.78' MMU 82 N89'53'07'E 198.58' M&R2-CALC'D I ! ` ¢ N N NB5007'33"W R -- - - N89°45'29'E R - - �� p ~ "� 151 12 °Sw 33 N76 42 51 W -- (71.01 ')MAR2- 83 01 18 21 2000,00 �¢ 1,0zo N76'50'29"W R - - -- 84 N00'29'35"E - 169.40 ! '-" C3 -� 34 N72'13'25"W - (70.29') -- NOO'21'57"E - 69.05' I) ® O 150 12 46 672'21'03"W R - - -- 85 NOO°29'35"E - 172.66' 35 N75°12'28-W - (68.70' QR2 -- NOO'21'57'E - 1173.01' A2 149 N75'20'06*W) -- - 1- 86 N00'29'35*E - 342.06' M&R2 36 N18'31'27"E - 134.15' - NOO'21'57"E) - - I, i48 45 N18'23'49"E R -- - - 87 38 57'45' 250.00' 170.01 MEcR2 49"E 37 02 55 34 479.00 24.46 i8d 12.23' 38'57'46' R2 - + &, �1*E ��)* 147 12 02 55 34 R2 I - - I - 88 38 57 46 250.00 170.01 M&R2 38 N22'58'11"E(R) -- 42.00')M&R2 -- 89 NOO'29'35"E - (100.00')M&R2 146 N22°50'33"E R R2 -- - I-- NDO'21'57"E R - - II �Q� 44 39 02`22'19" 521.00' 21.57' 10.79') 90 NOO°29'35'E - 251,61' o I1 '`` 145 12 11 40 N11`01'18"E 85.18' M&R2 (NOO'21'57"E - 251.62')R2 "v ��q 9 I N1O'53'40"E R - - I - 1 91 NOO 29 35 E - 351.61 c3 `(j 43 41 NOO'39'35"W - 50,96 M&R2 - NOQ'21'S7"E - 351.62' R2 �" 12 N00'13"W R - - - 92 18'20'07" (500.00')M&R2 160.01' ,168 61 4 47' 42 N05'24106 W (120.82')M&R2 „ 18'20'06' R2 - 160.00' R2 12 N05 31 44 W R N A11 43 N09'32'17"W -- 42.01')M&R2 -- 11 M 1 NO9°39'55'W R 41 44 N04'26'12*W -- (160.06') 2 - `� 142 N20'35'52"E R N04°33'50'W R. 4 -- - - c� 40 -- u, I �N20'28'14"E)(R R2 45 N23 30 W 126.03 - ZAMORA C 39 623'38'32"0- - I - 38 11 46 N19 40 38 W -- 153.66')M&R2 - t2 N19'48'16'W R -- - -- 6 47 N00'29'35'E -- 110.03') II44 3Q, N00'21'57*E R - - -- I 3• 34 3 30 48 N21'05'51'E -- (45.36') - 12 0 33 29 2$ N20'58'13*E)R -- - -- 2,.,. 31 2 49 NOO 11'43"W - 194.04' M&R2 - N00'19'21"W R -- - -- ( 71 50 01 19 56 1958.00 45.53 22.76' MIR2 ( PARCEZ 2- 51 N89'53 07 E - (53.87')2 -- ( DOCI 2011-OJ50120 DX1 2021-0491526 70 a� N89'45'29"E R -- - -- ;n RFC. 811012011 RED. 8/17/2021 52 90'36'28" 24,00' 37.95' 24.26' M&R2 `14 53 N89°11'27 E -- (42.0l')M&R2 - - - - - - - - - - - - - - - - - - - - 69 54 (89-23'32- 24.00' 37.44' 23.75')M&R2 - - - - - - - - 1249.27' - - 55 N89 53'07 E - 54.71' M8�R2 - 11315.06' 1'15.06' -- -- 200 100 0 200 400 6 00 % 8 DEEDREC.4/17j1959N89'55'24"E 2630.11' (NB9'48'00'E 2630.13')R2 .78' EL89*45'29"E)R2 11 20'02" 942. 00' 186.34' 93.4W M&R2 AVENUE 40 N78'33'05"E -- 193,97' -- 6'0�C 2454, PG. 65 M8°25'27"E 93.96' SCALE: 1 "=200' BY TIES PER CAR 16-OT7ESTABLISHED BOUNDARY SURVEY 35L, SCALE: 1"=200' LINE/CURVE DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT 1 00 12 30 1071.50 3.90 1.95 R3 2 16'15'37 109.00' 30.93' 15.57' 3 N80 30'49'W I - 15.28' .-- SEE SHEET 4 1111 11 (N89'59'10'W 15.27')R3 �4' 1 N89'42'22'W 30' 14' 14.00' 44' tY W No tp r n v�y vP N W cO W C pC-4 -�C W »� CL i �t W n � d L=t 327 OPEN SPACE LOT 1.87 AC. IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA mt-ff%UT MAr IN u-10 ok� 9 ■ BEING A SUBDIVISION OF A PORTION OF THE SOUTHWEST QUARTER OF SECTION 5, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M. CVIYQ ammEL OXI 2021-0491494 RFC. 811712021 '10'W 94.21' 40 20 0 40 80 120 SCALE: 1"=40' INTERNATIONAL DECEMBER, 2023 328 OPEN SPACE LOT 5.31 AC. SEE SHEET 11 13' 21"E ; . 41}R. 13'21'E 0 57' m ,&=03044'42' L=27.52' 16 15 SEE SHEET 10' ,,2oaq-- 033o68b V SHEET 5 OF 15 SHEETS 11 329 (N8003084 *W (N89`49'53"E `� (N89`48'48'E 210.23')R3 DRAINAGE LOT (3J 96, 12.15')R3 195.96' 0.06 AC. N89 45 4 E R -8.05' 3 158.38' 20.69° N89`45'42"E 1517a N89`48'48'E 195.08' 37.28' lO, M M yQ w T p �r 3 2 11476 SF T 7908 SF ku1 N 8? % ;n 413446 SF 5 j52.08 a 3 R®NpA LADE , 001 93, N87'39'16'E(R) 120.19' ' "'� @3'22'56 r LOT "B w Nb (PRIVATE: STREET - a �r 0.24 AC. ) 2 N rn tao. 00 27"E � �Sj • " 42.13 �L�3 _ _ . tiN �r 9917 SF 6 7W 9880 SF 7327 SF =' 0 83,15' N89'33'18"E 78.56 N89'45'32"E 3.50'OS"E 65.37' 17.82' 60.73' 80.40' 65.95' 75.18' • 11 10 9 `�'• �. 8794 SF 8654 SF 12 J 8458 SF 4, � 3 ��fl. 13 � o �, _- _ 810$ SF �- -" ------ ®--- �.pe 09'56" 1.-60.00' 46.90' --� N89`45'32"E 98.08' 49 Irk—1 N LOT to — - N� -------------- �� 60 67 0330$8 � LINE/CURVE DATA ,TABLE _ IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 6 OF 15 SHEETS N0 BEARING/DELTA RADIUS LENGTH hK1 BEARING/DELTA RADIUS LENGTH 10 BEARING/DELTA RADIUS LENGTH BEARING/DELTA RADIUS LENGTH @ BEARING/DELTA RADIUS LENGTH 1 01°08'46" 279.00' 5.58' 6 81'41 39" 25.00' 35.65' 11 00 39'38 2000,00' 23.06' 16 NO3 03'50'W - 66.49' 21 N80 30'49W -- 15.28' N IL 2 05'42'46" 300.00' 29.91' 7 05'36'30" 25.00' 2.45' 12 02°04'07` 1021.00' 36.86' 17 03'18'35" 500.00' 28.88' 22 00-39'38" 2021.00' 23.30' 3 02.41'51" 300.00' 14.12' 8 00°28'11" 1000.00' 8.20' 13 02'04'07" 1000.00' 36.10' 18 05°39'46" 25.00' 2.47' 0 3 16 9 • f p 4 • w , 9 • f f 4 06 51 3z 300,00 35.91 9 16 15 37 109.00 30.93 14 02 04 07 979.00 35.35 19 02 49 22 1021.00 50.30 BEING A SUBDIVISION OF A PORTION OF THE SOUTHWEST QUARTER OF SECTION 5, 5 04 09 41 321.00 23.31 10 1 00 28 11 1021.00 8.3Ti 15 1 N00 14 28 W -- 76.68 20 1 84 2a 14 25.00 36,80 TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M. (N89'49'53'E 12.15')R3 I (N90'00'00"F�1)R3 CVND O N87.31' 18"W 71.5 ' R3 60.20' R3 2021-0491494 w s 21 40 20 0 40 80 120 54.47 $,0 ' 17.10 30.Q0 17.28 N84''73wW REC. 8/17/2021 15 �7' N87°31',8"W I t5g 23 239.97' R3 54.67' a' s �• 10' -4 30' 3a' 1 10' 63.2$ N89'47'S9"EL18O45)R3 (, �,� ! T E A T 10 N A L SCALE: 1 "=40' �F so' I ---� 18. 46 44. s2 63. 00 63. 00 o���,�R DECEMBER , 2023 w ( s� I 9• 3 N89' 43' 1 S"W 153.74' R3 N$5° 46' a9"E 241. ( R3 329 O M o DRAINAGE LOT 1 N M I 67.00' 67.ao 6.39 50.13 cn u, 0.06 AC. 1 ==� I 3.34' 1 me W �N � I t n n `� h 1 � b• � 1 •�-- � N N N � ® � ~� I � � Q I 321 N 10147 SF "' " 1 g I RETENTION BASIN LOT :` o 9 I , 0.57 AC. 192 T 193 194 4 195 9 196 197 198 199 24G 201 e., o I r $224 SF 7944 SF 7926 SF � ® 7923 SF ® 7383 SF cv 7127 SF 7087 SF -`V 7113 SF14J�- JI- i i •�VS, av CP 3 a-rs -------------------.----------------------- - ----- --- - - -- rg" �1 pq $ 37» co Q 149. 82' 1 63. 00' 63. 00' 1 63. 00' 63. 00' J 63. 00' 67. 00' 67.00' �-30,g o, t� ^ N89'45'32`E 607.35' R=979.00' L=48.23' N86.56'10"£ 125.63' �' o; I N N N89'45 32 E 692.06 S 56 10 E 125.63 , " ---_ Lq � N; 3 I ' ' _ RQNDA LANE - �02.49 22 • . " .2a ' �Q'�' » 2 29.72' °" - 248.95'- _ _ _-248.00' 165.40'=1000.00' L=49.27 ----� _...- 'sv - -��46 . QO' 46.00'�- -I``-• �' - 46. QO' -�� - - 37.43 45.00' ''r ' -, B �_ 3 6.00 -�_ _ - 1 I_ LOT C a - 1 (PRIVATE ��REET) v `�=� �- ww 55.00' - (PRIVATE STREET) N1 ® I N f, N 1 1 8 p� G� q' I N'-s ® IN 3 v 1N N N1 1N , w , 1 1 19 N$6'SS'1a'E 125.63 �i $f� o N N89'45 32 E 616.35 1.43 AC. - 5 156.95' 92,00'' 78.00' 78.00' 92.00' 83.05' 36.35' a=02°21'11" 1 83.43' --------------- 18 ------1'��----------.� ------11to 9.452'- --- -L1�3' L 16i G-90'00' . q + 15 RAJ -4 1. � rj � 7 � / R=25. aa' � + � �� , � � � ,f�� i% .j� -�,qs �' -r+ �" -_ -- -- -- �� v 3 .� �1 - - ! 3 �h' O 21' 21 :" ?�' 0. -'•" ;'� o S� 21' 21' . L=39.27 3 .cA�'1 21' 21' �����S Lb. _ Pg,'.��. 21 21 ��s��� ,. li) °s �N ^ N ( 18 \ sr A��`'1`h°' 1 ( ��' qa. LO Q �'� c',y. �o ����•'S� o N �• .- � Ic'j ;' ;` �-11 o I `���,� �y I I 183 1686� qM ♦" 1g 7 r- 169 SF 6 SF $ 149 WW w �' I = I ` I °' I 7685 SF ,. Q ,�\ �03'18'35" I�03.18'35' g, <. P9, „ II ti R=479.00 I 17 IR=521.aa' V) Q 11 1 1 `��?',�9 L=27.67'=30.10' =' 8368 SF I a � I 1 1 • w N88°37'41"E(� N89'45'32"E 213.67' 3.96' W I ® I 1 Q N$9 45 32 E 2os.2a 12 13 14 107.$6' 105.80' �W I I I I 103.00' 103.2037 25 E(R 1 1 U. I " �L'ts ;s ' 1 ( W h� > I I W ISt I o?. rs4 I I r e I� I I U F- , i e '°�,-`�' I F--- I I Q I = 80.40' �� a I , ®v ®� o , 184 181 1 CO o ' 168 Q 165 I o ,� 1 1 75.18' �n ®`'' .r, Q I _ I 7470 SF 7385 SF 1 3 1.7 � 1 7304 SF I I 1 � ( 150 W N89' 45' 32"E 83.15 `r I $ Q ® 7210 SF (�'co �; I L w N J .. -, I WELL SITE LOT 11 M� 1 - 1 V) 1.15 AC. I^ I I o_ r I rn Of " ? N89 45 32 E 208, 59 � W H °' `" I I N I" R e a I N89° 45' 32"E 210.67' tr �'"" < 1n 105.46' 105.21 ' a f (S N (� I A I I 103.00' 105.59'1'_. ®3 . I Z Fw r 7.95 I I ( 1 �'� �� 1 �'' 1 IJ® p, -f14� Q mt I I I I N fl- 1Q � ,1 g 1 , I �gl 185 0 18G '� `� �i 169 Ng 164 to 1151 N 92a1 SF /�1_0I 21' 21 �10� ( N( N o I ® I 1" v ^ 7344 SF I " L 1 4 l i s I 1 7210 SF 7478 SF �t 0 7295 SF gyp. 00 82 • w :� I 3 l���2��; 1 21' I 1 1 N89' 45' 32"E 210.92' 49 32 E{� N$9' 45' 32"E 207.75' 1 ,.; ,,; 0 2j�;! ' _ 107 , 92' -1 ' 103.14' 104.61 ' 103. 00M ems, ►�s I Oi J- � - o I 1 I I g I� 8� -� tn 46.90 50.18 I N89'45'32"E 97.08' I� N89 45 32 E 206.95 I 1 g r o N 1 1 i N SANGRIA COURT 10482' 102.13' 1 0 179 1 o o12 I 163 ' $ o i 1286 P ® 7537 SF I j 7235 SF © 7302 SF 10 SF1 ( 152 �`V - - - -LOT - - - (PRIVATE STREET) t1 83 1II $ 1 I 00 I 7953 SF II N894532" E 2a9.75' 4 QO 1I 104.24N89 45f 32wE 208.26 to251 SF 103.00' 106.75' ' I 1 104.02' ( ( " I I10-'-..,J 21' 1 21 • 1 1a, I 3 1 I pr00° 12 27 I 1 Z� I f---�3 I i L 32 w N89'45'32'E 102.13' - 6 �`5 N89 45' 32 E 104.83 , I - J `Q c° I 5 10 2, 21 g ��,, �10� 178 `� ^ 8 , 11 22 20.54' I"� Q'] 1 0 0 o o I 1 71 0 1 62 1 0 21 21 I 10' O `�8 `5 23.54' 1 42' �^'' 1 V ! ® 7387 SF Q +� ^ 3 ^ eye ' 21' 21' ����' 1 I 1 73$2 SF 7260 SF I 4 ' 3 C 15 zi 11. �f R 1 7210 SF 'S I 98• � I 1 � � ao J 1 I I 191�• ��'I W W W 153 t'nv►� rl m c'ni `° N I r' I N89`45'32"E 207.31' "r N89'45'32"E 210,10' cr)I $ 1 82 N o 85 I 103.00' 104.31' 1 106.68' 103.42' 1 I cn f I ! 188 SEE SHEET 9 177 ¢ 1 172 161 1 LINE/CUR E DATA TABLE BEARING/DELTA RADIUS LENGTH 1 03*18'35" 500.00' 28.88' 2 03'18'35" 521.00' 30.10' 3 02'00'49" 500.00 17.57' 4 02*00'49' 479.00' 16.83' 5 04*17'10" 479.00' 35.83' 6 54-'1-7'10* 500.00' C 37.40' 7 04'17'10* 521.00' 38.97' 8 03*21'33" 500.00' 29.31' 9 56 '55�37" 500.00 8.09, 10 04'23'01" 109.00, 8.34' -IN IN THE CITY OF I ND 10 . COUNTY OF R I VERS I DE , STATE OF CALIFORNIA mom= mmmmh, AL ",4p% m m ft a JON% Am% 1 Aws, ANN, 9 m M It - AM rmft 6 ff 'a 8 m At Is I%f-%kwo# N/1AF lm%am %J BEING A SUBDIVISION OF A PORTION OF THE SOUTHWEST QUARTER OF SECTION 5, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M. CM CHAMa DOCI 2021-0491494,1117, REC. 811712021 04'17' 328 - 50' L=78. 52, 7'32 L*63. 10 �Q�d Z1w, 6'1 91 !2 208 209 ?� 3 �`207 7479 SF 7313 SF Go 206 -* 7419 SF 00 -203- 204 205 'o- ae 04 7656 SF 7843 SF 8091 SF 'w 00 201 202 .0- 7350 SF qnn 450 189* 15' 444, 43.07 (N71*15'37*E 21.05')R3 -(NB9*15'18*E 78.35' I N T E R N A T 1 0 N A L DECEMBER, 2023 '31'42*E 200-2')13_ 12.03' Na5*31', VE�5 �18 13&-13*41'42" L� -58 7r- 45.41n=11 \0 0 7335 SF lizu Z)r 7455 SF - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - �4727' 47.27 ;L0=14W94'0- 36.16' 66.80' 67.05' 1 66.80' 1 66.70' 65.00, 63.00' 6.3. 00' 29.44- 68-08' �i, I n Li 56' 1 O"E N86 .63 125.63' =1021 L--5u. t,_ -M _02 9 N89'45'32"E 523.95' RONDA LANE N89*45'32*E 618.64' W56- 1OPE 125.63' 2- 49' - R--1000.00' L--49.27' qd, - 114.64' 1`- 46. 46700 504.00' LOT "C" 46.000 �° 0 " 1 &--02'49'22" C*4 rR--979. DO �L=48-23 C41 1 c (PRIVATE STREET) N89*45'32"E 564 .64' 1.43 AC. co N86 56 10 t 42. FO . ...... -4=02-18- 29- 69.64- 70.00 70. 00' 70.00 72.00 72.00 co 92. 00' 50. 00' 883.43' - - - - - - - - C14�1 - - - - - - --- - - - - - - - - - - - - - - - - --- 404 -.Q0 -- - - - - - --- - - - '5610"t 73' 3 CSI � �1iqa \')I 21' 9 9 b 21 149 co 9 148 8 7847 SF 460 SF 00 Do 120 119 P. 118 117 116 1 *0 19 1 1 7590 w 7210 SF C14 7210 SF 7210 SF 7416 SF Iz -q- 0 ap) rn 10, = CO 4?' 02 10, 3 21' 21' 1 Au C> N89*45'32*E 103.00' 2 8 W (-Rj N89'45'32"E 103.14' 5.0011 1 :z5 .45' '17"E(R) 2*E 356.78' ELO-2L,- - N89*45'3 52 74.78 7 1 70.00' 70. 00' 72.00' -N8 LJJ 31 73.69' 67.00' 67.00' 149. 10' 02*00'49* 3 4 R= 1 0.00' L=18:00.1 21' 21' ui 10, �Iu X 42 1 U)l 150 147 ui 7828 SF ^ 7772 SFowl c� (n c N89*45'32*E 103,00' N89*45'32"E 105.90- 1 - t ujr- I 124 0 e121 r 122 123 11466 SF 7035 SF -V 2 6876 SF SR 7420 SF C:) pal .0- �M^t�2 21 4,, i .. i I -b C4 jP, fn CD 15, 4N 151 146 fqj -C-4 - - - --- - - - - - 7828 SF 0 CI)4 "22131-E A 4,-? 8010 SF 45.86' 62.41' *4 N85 A N89' I 45'32'E 108 45.83 9 - AV I LA WAY t2 .125 t--10 41 C4 CN 1 N89'45'32'E 247.44 CA 10 9947 SF .96, 44.48' to N89*45'32"E 103.00' N89*45'32"E 109.02' <1 45.6-7-7>-- % w w TZ?-0f-24rE-(R LOT "K It R ou (PRIVATE STREET) 8 C-4 04 C14 55' f N89*45'32"E 148.37' 0.59 AC. 78.37' 70.00' R-- 45 N89' '32"' E 101.29 cc; 152 145 10, 7828 SF ^ r- 8078 SF co, 21' 1 OL LO L C> am 126 '9- 136 r- 135 Ai 7491 SF 9� ry fSj 3cf,- 7669 SF 00 6898 i? F S 0mc) 00 cli N89*45*32*E 103.00' N89*45'32*E 107.34' C4 q1- 'q- Zv 105.37' N89o45'32"E 208.37' 103-00' 21' M*45'32*E 106.00' 153 144 21' 21 137 1 134 f 1 127 SEE SHEET 8 40 SHEET 7 OF 15 SWEETSI� 40 SCALE: 1"=40' 322 RETENTION BASIN LOT 0.72 AC. M5'22'31"E 4-- 45-f0# -49'23,01 o" R,� 1$ 21' 115 to 7641 SF c) N89*45'32*E 105.00' 1 11 .7, -4 21' 1�1� 114 7829 SF N89*45'32"E 105.00' 113 7823 SF Lq L-Li to rI - > - co LO co co co 00 W1 N .1-bi C. CD 5. N89*45'32*E 105.00' 21' 21' (0 10, 42' 112 7823 SF N89*45'32*E 105.00' 111 i 21' 21' 1 r-Es N89*45'32*E 114.96' 210 7221 SF N89*45'32*E 114.30' 211 7236 SF '32*E 113.63' 212 7216 SF '32wE 112.95' 120 I IM -m- ul iz2 '44 �a4- 033�88� LINE CURVE DATA TABLE BEARING/DELTA RADIUS LENGTH 1 08'5648" 200.00' 31.23' 2 08'56'48" 179.00' 27.95' 3 01 42 30" 1000.00 29.82 4 N06 02'49 W R - 62.21 5 02°12'27 500.00' 19.26 6 00'0544" 979,00' 1.63' 7 6O'05'44" 1000,00' 1.67' 8 04 13'44' 1 1021.00 75.36' 9 02'31'14" 1000.00' 43.99' CA THE CITY OF i , COUNTT OF i OF CALIFORNIA TR Aah CT MAP ON'10. 31689 BEING A SUBDIVISION OF A PORTION OF THE SOUTHWEST QUARTER OF SECTION 5, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M. to SEE SHEET 7 1 152 145 ° ° I N89'45'32"E 103.00' N89'45'32'E 107.34' ° 'rov I 136 r 1621 I ! w¢w uj ( 105.37' • QM� M 153� 1 �. 8I I 88 144 I ooa1 �Q 1 1I� air ° 7828SF �� 7910SF ► ^gam �N- , 137 h! o QO 1 i ® �o I 7473 SF N89'45'32"E 103.00' N89'45'32"E 105.02' M J 10.82' e1 1.14' I st "CID I M I h 1 N88 16 36"W(R� a00 hto i o o-Ji Ws 143 8 154 , W9 1 7915 SF n ^ 7789 SF I S " o $ J ( 138 tJ *81 in CIo ( 7839 SF z i 21' 21' '9 I " ' N89'45'32"E 106.76' N89'45'32"E 104.97' o mapp MS I I N T E R N AT 1 0 N A L DECEMBER, 2023 SEE SHEET 7 135 1 0 N 11 126 a' N89'45'32"E 208.37' c°°v Iti 1 j 10, .'I Q N87'21'41'E R) 107.95' 160 1 ^ � l�� � gig. JLJ1 . N ^ 1 155 � 142 ► ; 139 N8679 SF1 SF �? I .. 7504 SF 14 10' 1 213 21' 'dam 42' ta' 25' 52"E 223.77' 109.45' 1 103. 00 I :1 �t N89'45'32"E 105.00' co 1 0 I I 127 o /1� 0=02'12'27" 5 , .7047 SF &02 12 27 R=479.00 L=18.46' I R=521.00' f L=20.07' 132"E N 210.09' 101.96' Lu ( h Q, 'N d I Nsoa N89'45'32"E 105.93' T,-N 133 Y " ; 128 to, 7057 SF . . a� .�' 7175 SF *04 ®� M aA 91 N89'45'32"E 100.22' ° J N89'45'32"E 107.79' gQ o g 1 N89 45T50"E(RT N89�29-` 10 E(R I a a 129 g 132 I tab I $�ao `' 7171 SF 0 7083 SF 10 I I "' 21' 21' N85_50'23"E& 1 ,L-- N89*45'32"E 105.50' N89'45'32"E 102.95' 4 ra. g 112 45'32"E 105.00 111 7823 SF N89'45'32"E 105.00' a P lie «"EXUA 9 40 80 120 SCALE: 1"=40' }f I � ° 212 I N89'45'32"E 112.95' 110 �o ° 7823 SF j �- N89'45'32"E 105.00' c,a N GV 109 ; 7823 SF g 1 to to /� 10�' �( 21' 21' , 39'45'32"E 105.00'A� ! I a 114.32 75.2�n 3 N86'25'52 E 104.00 .52#533rE(R Ln �_�',I10' 3159 _73 * ,_N86-11 �lu -,�lg II 10 g Rg ss I I ° o M �r �' •130 S� 108 °� 1 Lo -- g 1 ?3��?s,+ s 141 i � o' g 131 . '' .$ � 7, h 774, SF 3 `00, 2,' 1 i 10' 0 156 � 7591 SF 1 M 1 , 1 4® °-' 7596 SF rj, I _ \ �-•' . ", 4 _ _ _, �'• - - - - - - �`�`DSC��y "3 1 57 7752 co 0 1 1 , o?` 9062 SF •r �.5 �`' I " .e-'� " �. 1 �) I 7580 SF Qe9 1 I ��� S2' :/�'1 Ap:03' 17 07 L=58. 54 80.00 g I 8 21' 21 ,`b`°o�� . ���- e o _ - ` &=07' 30 51" R=1021.00 L=133.90' N89 45 32"E 96.22' _ 158 zr ___ � I 25 105 • " N _o r� z r, ., y ' `z� 40 �..'J I - N89' 45' 32"E 142.22' I `V " Ly9.90' 15. • 14' 41 E 14 , 82 b=05' 48 2, L=101.33 -.-r"" ;'�- "' - - - - - - - ' 175. E - 50.0090.41' R-979.00 L=71.53 14.82 _ 7°30'51" R=1000.00' ' cV fI$ 50.00' 75.2 6 _ tr-04°11 11 �_ N84•14'41�.40 46 00 92.00' N86' 25 52"E 370.51 _ 7 �+ L=73.07 1a p�}7' 30' 51 R=979.00' L-128.39' N89' 45' 32"E 96.22' a 1 46.00' 44.41' R=i 000. O( i' i 1_ # ---• L=76. 22 4' - . 22 50 . ' $ VALOR LANE N - ---- 6.041 - __- --- ----- f 267.26' _ c� - to 1441"E 105.40 L'2�'752" 46.00 --.� t`v _ Lw-04.11' 11" 48.80 _t- _ ____ - - 0 N86'25'52 37E 0.51' R=102i.00' L=74.60' 56.60' CA , 58,85' -- 1 _ - ._ -- L N 59. 6$ ' �h' ti 21 n�3' 20" 57" L= 0 3 (PRIVATE STREET) N86'25'52"E 370.51' 72.25 1.20 AC. 72.25 - - - - r»- 72.25' - - - - - - - - ,0' 7r 72.25 _ _ _ N 106 107 1 °' 21' 105 _ - o 104 = 7599 �cy 10 ao 7655 SF 7498 SF 0 3 Y 7604 SF � 3i osl` I 21' o o 103 �� ;1• �19 100 3 101 102 7632 SF a 1 1$ ®° .�� . r ti o h Q 9 9 7520 o r 7706 SF o 7765 SF a I �` 9 V ,n r .ram'' �'i ®',"r' , ! 1 , 5s p 02' 37' 38" L=70.71 ' l ` N89' 54' 31 7483 SF ;° �, d , 97 7613 SF " I =, M M 'o RE,� �, 39.44' c� _ n=02 31 29 L=67.9 6 TI M�1 �o �� .' ', , 4rj� 1J '` L'-46 350 " h=02' � Lr 36' 17 R=1542. 00' L=258. 49 IIts�35 5� ui M1�114 �-i„ �� LOT "0" I �. "1 4, 2� Ps�` Z v a 03' 02' a,0" �4' 31' 27" 75.65' , ASP ANA gOULEV A (PRIVATE STREET) Iy 'IY M-02' 01' 41 " L=72.28' L-152.96 " L=72. Z, t (;9` 08° 53" R=958. 00 L=49.65' {Ra , o�I2 01 38 I 17 R-1500. �--- _ _ I 54.20' �1 �i' 27' 10' [�5.17' 45" R=2042. 00' L=188. 74' ' 00' L=251. 45 - -• B tY2' 06' 54" L=72.28° �9J' 4� N89' 54' 31 E 93.64' 4=04'23 49" R-i958.00' L=150.26' 1 SEE SHEET 13 _ SEE SHEET 12 r a 213 7193 SF N89'45'32"E 112.28' 214 7197 SF '45'32"E 111,60' 215 7232 SF � N89'45'32'E 110.92' 216 7193 SF 45'32'E 110.23' I ( ( 217 7219 SF N89°45-32"E 109.54' ui I �1 218 s d=10'12'26" 7267 SF 1 'R=109.00' ILA L=19.42' o , N89045'32"E 104.80' io. J 1 N ° cn " 1 323 �• ^, �r RETENTION BASIN LOT c; 0.64 AC. 2oc'�Y: o33oB8o LINE/CURVE DATA TABLE PF BEARING/DELTA RADIUS LENGTH TANGENT N@0 BEARING/DELTA RADIUS LENGTH TANGENT 01°19 56 1958.00' 45.53 22.76 M8d22 6 24.26' M8�22 N66'10 34"E N66'02'56"E - - 46.06 M&R2 - - - 2 90 36 28 24.00 37.95 3 N89 11'27"E - - (42.01'}M&R2 - -- - 7807'55" 24.00 32.73 19.48'N89'03'49"E)R P8- 00°04'38" 2000.00' 2.70' 4 89°23'32" 24.00' 37.44' 23.75' M&R2 9 00°00'32" 1 2021.00' 0,31' 5 101'52'05" 24.00' 42.67' 29.57')M&R2 10 04°23'00" 1 109.00' 0 w Q U 0 N O X J m t N l N89'45'32'E 104.83' �;_ I \g5j, Ap CDc 98 21' 21' I f 82 oN 1 7768 SF 1 21' 21' �' 3� 4 I 1' L�1 I N89'45'32"E 105.01' I I Q ' ( 72 m i 75 I t° l � N89°34'50"W R) �N89°42'28"W (RYF lQ^Q gl 81 1 J j P I 7771 SF I � I 1 II N89°45'32"E 105.01' I > I I 1 � 1 � 0 80 �I 7771 SF 1 Q M N$9'45'32'E 105.01' 1 I I 0 u� W 79 I o 0 7771 SF N (N '~ l v N89°45'32"E 105.01' 78 7771 SF N89'45'32"E 105.01' 77 7884 SF N89`34'50"W 105.00' 1 76 7870 SF I 49'34'50"W R) _ �{�J89' 42' 28'W�(R jR2 tvs9 39-28-W(Rj 17,72' IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA r U j -1 8 T M N 0 M&R2 BEING A SUBDIVISION OF A PORTION OF THE SOUTHWEST QUARTER OF SECTION 5, SEE SHEET 6 TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M. 84 l N89'45'32'E 102.13' I 23.54' I 1 I t t I 1 I 21' 21' I 85 l 7264 SF N89'45'32"E 102.67' I U I C) J� i 86 I N -- 7215 SF I $ 2 I N N N I N89'45'32"E 103.48' r r � 28 I Q1 87 I o 7272 SF 21' 21' 3n 10' 42' I 1� A I 1 45'32"E 104.29' I 1 I 1 88 7307 SF N89'39'37"W(�), r 21' '*O 'a+,� 1a I °' g N89'45'32"E 103.29' _ w 0 z 1 V' 21' N T $ 89 7226 SF n Q. 45'32°'E 60. 90 13181 SF h '•mod' OR to 1(N 193.97 LINE/CURVE DATA TABLE, CONT'D ® BEARING/DELTA RADIUS LENGTH N@0 BEARING/DELTA RADIUS LEND 11 00`44'03" 2000.00' 25.63' 17 08`56'48" 200.00' 31.23 12 N00'14'28"W - 66.41' 18 08'56'48" 179.00' 27.95 13 N00°29 35"E - 10.11 19 01 18'21 2000.00 45.58' I 14 16 51 47 41.00 12.Q7 15 23'19 30" 41.00' 16.69' 16 08 56'48" 221.00' 34.51 j f SEE SHEET 6 I I 10' 0 2i' 21' I 153 21' ® 21, 0 178 3 ► W W W I� 171 162 /J;� 10' II 21 M 21' M I�-10' I W W u, I N89'45'32"E 210.10' 104.31' 1 106.68' 103.42' 1 � r 177 ' � g� � $� � $�' 161 7236 SF I :-' '� J o � 7373 SF 7357 SF n ap I '¢ Sj • 1S 6, N84�51`44_W(R J� A$ S $ to g 1154 'r N N89'45'32"E 209.14' , J 103.00' 1 103.42' m 105.72' a I 1 42' 21 I ' W 176 18 -- 173 160 J �,►L55 7210 SFo_ �r7233 SF ?'�n7322 SFIC:) U1Wincr� 5j� J '���.w ol c�`r° � '' N89°45'32"E 103.47' `"�:" a eNN NB9 45 32 E 89.01' 103.00' X .� 6=03' 17'29�1®aI ,..� 9 \ L=6.26' JNC�Jc N 175 1 0 �W� �.a�.\ 159 7210 SF 7213 SF I 1s n 16 00 V I ' 320 �e2' ,® W kN8�94532*E r N89'45'32"E 104.09' o 1 103.00' OPEN SPACE LOT ® I p1 20.00 `i. r`r.1 0.27 AC, 1 42' tl' 'f ,dA 57 Ci I U} 174 N M 1 1 Q cP 58 I M , _ �o 1 8462 SF ! �.�y 4 \ o n 7799 SF !�P�?�, I 21_ 21' " IV INTERNATIONAL DECEMBER, 2023 103. 189 7210 SF N89'45'32"EI 207.31' N89'45'32"E 1206.00' �g co o N89445'32"E 206.00' 103.00' 190 7210 SF o N89'45'32"E 206.00' 103.00' 191 g 7491 SF n r cr\ 3 ,tip <y °�h'S��C,q`' � ?�•t�S�`j' " 14�o. 2��~'\t�-2 >�I • 92.00-- - - - - - -- -- - - - - - - - - j 64' 70,00 4. I \ 63.38' 13.67' 6=03'19'40" 12.85' N6'5107,09 3 7 0.51' N89 45'32»E 323.87r R=979.00 L=6.86' 00 .- C VALOR LANE N N89`45'32"E 377.87' "I _46.00 4'00' �- .3 (PRIVATE STREET) _ 270.46' _ _ 107.41' 6=03'19'40" 58,85' 26 - ' LOT �_ ' -�_ - R=1000.00' L=58.08 " 94.69 �� N 46.00' 46.00 � N86 25 52 E 370.51' I N N 1 1 N &=03 19 40 NB6'25'52"E 370.51' ?3 �1" to •22'31'E 1.20 AC. N89`45'32"E 283.18' R=1021.00' L=59.30'- 5258 70.00' 50,00' 92.00 " 50.00' 6=03°1B'15' 71.81 45.83 '- g - SL41' Jam_----------- -- i122-lz cp,��1 21' 21' `:90-00'00" �o't f'"�Q�'�'hh°' 42' C=39.2j' ^I_ LOT N0 w Q I cc nc� 0.08 AC. N �7 U 1 ,, ' 95 g6 97 00 n 92 79 94 �oS`y 1, f-vi Eti9�, 7649 SF 7739 SF r 7686 SF 21 1 7609 SF sfl� I �$ 3 • �, �1 10096 SF 'i 10 N00'29'35'E Q N00`29'35"E � ��?6' ��``12g9¢S* �� I �1 aw Ro�ss� 13 1 s3 ,2y�4>���49.�R) $ •� 1 y 25 " RSA 1 21.01 21.0 ° Spi p3 �l 2719 1•N � L=49.65' " r 1i78' 33' 05"E (`�3 J15 i (25 - 11 r _/ 0 3.42' I ti " , 4 '®. ry 6 212 09 41 - �2° 06' 54" L=72. 28 p�1' 27 11 -70.46' &-04'03'12" L=66.64' 51.28' o z w W O2 51.34' R=1958.00'=73.86' ' a 0417 O8 L Q 53.87' M&R2 6-04 2349 R=1958.00' L=150.26 T=93.4W M&R2 54.71 M&R2 ^ ,� N89'S3 07" O ' L=1B6.34 N89`53 07"E U I- N (N89'45'207*04 59' 42" �11' 20 02" ¢=942.00 (N89`45'29"E)R2 p� o ESPANA BOULEVARD Q A gOULEVAR - _ n? E�1 AN )453'07"E (198.58')M&R2-CALC'D J!N�45'29POR2 1s 11 �4.25'24" R=2000.00' L-15_ 4.40 - 900. 00' L=178.03 )MkR2 _(s9.01 )M8dR2 _ - (99.57 )M8 2_ - ------ - (tr-11' 2OJ ' �- M LOT O " " (PRIVATE STREET) N SEE SHEET 13 1 SEE SHEET 4 "+ I LINE/CURVE DATA TABLE r 1' 1i l - m .K 1' rull 0 0 Fai' IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA M A U"kT I or' A 010 t--x rrmok Nu'o� 00" 'A K) 0 Z) BEING A SUBDIVISION OF A PORTION OF THE SOUTHWEST QUARTER OF SECTION 5, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M. INTERNATIONAL DECEMBER, 2023 SEE SHEET 5 409 11 10 R" OPEN SPACE LOT 5.31 AC. �•��1„�' 12 Q s, 13 _ ----- ----- 14 a�'- �°'• 9014 SF O� &03'44'42' L=27.52' -� 15 �'6+• 7716 SF O> / 16 `. - r'>, ti ' - `P f tea, r r W r V) f O r � / f ,0' 38' 37" a L=5.85 m 50 �0 6983 SF ? , 75004F �B, O mar. `?�` > > 48 J 7178 SF ,$ a� SHEET 10 OF 15 SHEETS _ _--- I tg-OB• 0 , 56' L=60. 00' _ I N89`45'32"E 97.0$' , Ag L�60,'12' 21 I g J ' 15p0' 1-`229 i p-r� g q21 • - N89' 45' 32"E 143. 0_ 8'1 rn _ L=217.78 - I``= 46 . QO' 31� 11' 39» ' . A00� 19' 437 02 =132. 96' co0.i g Q0, L=206 q34' N89' 45' 32"E 97.08 ` L°J ® 1a�31 11' 39 � Or11 46 19 L'77_87` - 6.4 - - --63' - - - „ 16-90'00,0; �00'47�1y(R R=25.00 •� 1'L + p3PCC _ 3 L=39.27' ti c 67 A=00.39'38" 7137 SF 6793 SF R=1979.00, • ry,� �' �o `' �� L=22.82 J+ r ,ti / cs r� 21 `, N. {I r n N89`34' S0"W 107.96' q �' ` q N85' 25' 21 "E(R 105.25 w I J . to $i �' I w_ ( N 10, 21' 21' zo s s� ��� �+Q I !, P �'1, ti"� iJU Lo 42 51 21_ 21 . �'•%' 65 7079 SF 8375 SF i0' - , 4 104 td 7018 SF I 3 L • N89' 34' 50"W 109.85' 22 - 27»W R 104. 71, S \ . P x, �. .r ro I_ t If P I o C-i69 P c2 :" P 6 4 "' 7267 SF `^° , I 7205 SF o N N89'34'50"W 113.92' 5F' I g g I S N89' 34' S0"W 104.64'LO N86 0355 1(RR 1 I � n 4 N I u lira 1 S 10, 3 S2 63 I 93.7� E 111.22' y81°� " c, 8511 SF ® 21' 21' I 1, 0'n 7014 SF N I--3 in "' ! w » I ( I N89.34'50"W 104.50' ! " N89 34 50 W 109.47 -' W®I 47 I I o I 7510 SF ® I I N89.34'S0"w 110.00' 53 I Q ^ Do!62 n 1 7114 SF i ` I ' 7146 SF � I N w N89.34'50"W 109.38' I z }� I N89'34'50"W 104.50' �. UP cri N� 46 I ` 7012 SFu.j r c; _ WI �d ! 0 CD N89'S5'45'E(R 109.99' w 54 I 04 04 Ln I » 61 1 { 7079 SF �Sr. I z I • NZ 7100 SF 21' 21' , LO I N N89'34'S0"W 110.1141-�-w( N89' 34' 50"W 103.28' o I � j 45 •23' 57 7009 SF � °`r 15.9g W S I co �' �¢ ss'• "ss• N89.14'33"E(R) 104.87' 55 *,1 60 93 6996 SFAS 4, ua j g 1 ,5* 7040 SF DI 8 _ �I N89'34'50"W 95.94 w(� �'�NB6`32;31"E(R) J � _ oi W -}� N89'34'50"W 95,07' »44 It 7251 SF - iv " I g N68'29'52"E(R 100.00' 56 I 7787 SF 21' 21' IL 10'/� J 42' 43 r C" 7293 SFch o ! I ig N.8y 7. '45'30"E (R) 10.14' "O c�550'R42 N87 19.43E(q7338 SF . q 41046`fR_ R 13 25 L`69.11* (3} ,, e-06`16'35" L=63.03' Y^� ^^ 1=152..14 I (N89'56'27"EIR2 '56'55 W (530.08' (48.1 9 57 11124 SF tW ~� (t�11_ 30' OQ" R=800_�L�16-----`10 `7r'T3. R-41.00' 1' y'L 59 7875 SF w g I o 7448 SF I ui coo � I cr- N89'34'50"W 114.89' Q Z I' MCI 71 i 7243 SF I �w® �? " I� N89'34'50"W 114,97' ! ! I ) .7 I Q JR 72 7243 SF to ! N89.34 50» W 114.97 ca cC14 i 73 7237 SF co N89'34'50"W 108.99' ! LO r� i ! rn w CD. :- cq 74 !o 7485 SF n N � I N89'34'50"W 104.49' %., I , 00 N00'24'38"E 41 75 11.85, N „w R)'" 7370 SF w 58 9030 SF ^ N � g Zo 1 277 21 v 13g.69' N7g 25 27 R2. 277.22 2 Cog. 25, 27"E) ` t177e 33' 05 c �- c l i 40 20 0 40 SCALE: 1"=40' 319 83 I I WON Eiz W V) 79 rpl 77 we 1 7 cn 4 � WNW 6�7 � in i'> ® C) G "� -' �' �° ° DETAIL A BELOW NO SCALE 21.11 ESPANA BOULEVARD • r w 30' 14' 44' 20' ui W NO W W� Go w W cr- to MGo � w �N os �^ co CD z to Q N P' pt2V W M r� m n �<to w acoo N� CD 1 9 IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA gmm% Oow& m All 01"% 100% 1 law& mAU" Arr=4' NUN BEING A SUBDIVISION OF A PORTION OF THE SOUTHWEST QUARTER OF SECTION 5, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M. V 1"B""k" �I t D SEE SHEET 5 SHEET 11 OF 15 SHEETS LINE/CURVE DATA TABLE IO BEARING/DELTA RADIUS LENGTH I TANGENT 1 87'15'19" 24,00' 36.55' 22.88' 2 N86 51 11"W -- 42.22' M&R2 - N86'SB'47"w}R -- - -- 40 20 0 40 80 120 3 92'42'01" 24.00' 38.83' 125.16')MR2 4 N54'57 38"W - 28.07 W?2 -- N55'05'16"W R - - -- 5 03`12 28" 521.00 29.17 SCALE: 1 "=40' 14 6 03'12'28" 500.00' 27.99' 7 03"12'28' 479,00' 26.82' 8 NO2 47 18"W -- 11.52' 9 N22'16'26"W R - 24.46' 10 04'35'08" 200.00' 16.01' S3 r 11 07 16 21 200.00 25.39' 12 04 57 48 500.00 43.31 � 2 15 13 04'45'00" 1 500.00' 41.45' OPEN SPACE LOT 14 1 16'15'37" 1 109.00' 1 30.93' 5.31 AC. 10000 65 •`� ,c, -� � 1, 11' 7351 SF 3 r g Oh 19 E "I.45'"� 8 N89'42'21 "w 113.96' � y �" �'� "+ �.- � -b17 i 7993 SF r gi 18,�� ,��� • 2, 7955 SFLo .i; �i. 20 76507 g. y 7106 SF s �-i' S1 �� ti A� , N.N L " k- \ 1 2 $ °4 �8� ' ' M "" 35' h1� 1.`'11 9 ��v? 12173 SF ,�.`4' h^ 40 v' 19 45 y5� 13 8 (� i 56.7 7 59.12 12 , 41" 1-'`329 'Nis.�,t. V27;O1'26`W(� S�. 31.88 fig• 19 15 pr1®® ' �`b� / s lY4, a r• g+ N89'3� 9'31"E �1 r�21,d© 1' 10 /) (� lk ��Q•6 39.18' f »� 73.2® S � ',\ 42 ����'s 49 +• o 1,'�;,• »^` ty78.19 15 (+ T Pg,I`1A , 45, 22 11 r'• ` $9S N89`34' S0"W a =12' 05• `�`" \ J` WAS � 21 �'c�. '`'o' ?' P I .3-1' U, » ery 44.48' r RL-- 42.23 S � s,19' 5L ,j ,,, • , 1; 9; ,' 22 ` � ^ LOT D N ' " �' ' - - � �® ; Q �u, %�, 1.2Q AC. a�9' 57 05 43.16 ��'1 / A` �' �cyh �L .W/ " `�` �, .} 4V 8811 SF il N I ti0 6p' R=221. �, -- - /c" �f �'%V rJ $ •� $ r -�_ a Q 35 a/ a 04 100 7250 SFih N89.42'21"W 111.28' ` to s I I 34 N89 34 . 50 W 11699 $ 21' - vl , (- M Lo I rl 7244 5F 23 N89°34'50"W 112.00' r ( 47 w 7249 SF &,=04'23'00" ® 1 w g $ w w w'o R=109.00� I 21' ;n o (o 3� I Q of o L=8.34 1 :" ( 7253 SF 1 'to _ N N N89'42'21"W 114.08' ( N 21' 21' S 1 10' 8$ 10 4 1 3 � /� 33 � N89 34 50 W 116.99 � ( � `8 L� 7280 SF n 24 I W w I NB9°34'So"w 112.oQ' I r.... ( 4�} ui 7297 SF I "o N I _ 37 I »J � I (_ o cc 7290 SF ( coLo (� I z i Lo I '� Z I W N89'42'21"W 113.94' I I N89'S2'02"E(R o I W 3 r� N89"51 ' S9"E 116.63' ` 4 W � W L _f5 I 7307 SF p � NO2 04704'g NB9'34'S0"W 112.18'25 �) I 45 7337 SF 10 ` 21' 2138Cfi 1 R v7282 SF oil 1 N89'42'21"W 114.46' 2i w(R I �= N89'13'08'E(R)I I 31 N89' 13'07"E 1 0-.29' o o� �6. • 2 7319 SF , I c~`x'v N CCU" ca / N N89'3'50"W 108.93' -��; $Lo28 -s I 44 7228 SF ?� N 39 ^ 7206 SF N N N88s47'40_W(R �. (� N M I o of 1 N89'42'21"W(R 100.12' 1 30 � N88'31'34"E 105.76' Ny-'a1 7435 SF �.� N88 31 32 E(R ' I � 1 \� 14" 40 R-41.CA Ly�'LeF� N 21 14" 21' Ln �....- 'I g 43 ' a�2z�� _.._ � rr2, �¢' 7300 SF 42 27 9698 SF NB7'49936"E 107.65' I •� 29 8 122M SF 9268 SF w 41 lip • 'i `" I ,1�•� 7415 SF (� o ti ' 42 co ti. co N87g20' 59"E RR _ 21 1 e9�� T((rB, i342s E)wRz I 1.11' 1' �NBj%j®�z4 �) 12 60.63113.07' 105.95' 85.78' 3 N N89 56 55 W 365.43 N89 55 27 W 365.42 R2 ESPANA BOULEVARD .g N89'S6' 55'W (530.08' } 2 (N89'S6' 27"E}R2 ' } 2 (481.25, (48.83R2 ) 2 - _ - -- 9 I LINE/CURVE DATA TABLE N�0 BEARING/DELTA RADIUS LENGTH 1 05 44 36" 109.Q0 10.93' 2 00 06 49 1458.00 2.89 3 04 23'QO" 109.00' 8.34' 4 N43'32'25"E - 15.54' 5 01'08'41' 979.00' 19.56' 6 04.23'01' 109.00' 8.34' W W ui W in IN THE CITY OF INDIO, COUNTY of RIVERSIDE, STATE OF CALIFORNIA mmom st I A uo� T M ff-All-xL r rm"k 10 ki m' 0 uw*4 k A 0 01% h' Ao'h''O"' BEING A SUBDIVISION OF A PORTION OF THE SOUTHWEST QUARTER OF SECTION 5, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M. I N T E R N A T 1 0 N A L DECEMBER, 2023 1 a5 106 103 104 1 O2 �t '=09'36'17' R=1542.00 L=258.49' ' 53 0, L-152.96 I�"P A, `'A BUVLEV ARV 08 1 L� 1 - �J�7" R=1500.00_LS LOT �p9_08' 53' t PRIVATE STREET 1 1.62 AC. 1 t " 1458 00' L=234.90' SEE SHEET 8 I 107 i t 6rpg'13 51 R= ,' 1 I2°26-12 L�2.01' 1- 1 40 4U t b�2' 26' 22" L=62.08 / L=45.66 Li2.26' L..166. 37 woZ 26' 4$ oc �� " R=1042.00 `� L) a�9' oa' S3 08' L�,p. 36 � � �(Ln r �I 2 a Im a C6 I9 I I r ' 264 im 263 c.r 26 5 7393 SF 7399 SF t 266 7339 SF a M r 267 7273 SF '"t o 4- 40 20 0 40 SHEET 12 OF 15 SHEETS SCALE: 1"=40' 21' 21' -' ` 218 > a N89' 45' 32"E 104.80' �I 1 a N89' S4' 31 "E 93.64' f FAM L=28. 268 -"' r �(M to °CPO tn ^ ` - - - - 39.65' �y-02. 20' 13' L52. 04' �42' 20' 09" L=2. 01 ' e=01' 26' 43" N8 •3(y' 07"E 9.3, ` '-� 35.42 L-26.72 6A7`Q7'29" R=1521.00 L=189.14' - «3 45.83' taaQf 28 47 b-01' 35' M2. 45' 38 E 71.48 STR ,.. N89'53' 07"E 100.79' R LANE PRIVATE ' -&7• 07' 29" R=150p.00 L=186. 52' _ ' 51 ►Y,Au+ 71.48 ("� R N82 45 38 E LVT N 46.33' N N ist}4'03'S1" �„J p=p7'07'29" R=1479.00' L=183.91 N89'53'07"E264,�,� p.52 AC. t�=p1'47 04 17.11' 29.22' R-" R 1ppp,pa L-_70.93' 71.48' 0�12'32°25 L�5.57 - - ' 34 L=66.93' - L` 06_ 3 • 03' 51' Nat' 45' 380E tr-t}2 35 N L=72.42 " 7 03 54.46' 244 a r N r 243 ;40- 323 RETENTION BASIN LOT 0.64 AC. 20 fN89056'54"W 86.67' 219 7134 SF ta2.42°05"Etq 1 ® -'- N89'38'02"W 106.45' I,w Ca�2 02, I 220 7164 SF 48 � �9 w 250 ► , 4ti gt r 247 F SF �97 SF 4 7391 SF I I �N89'27'49"WcR F ry 7534 SF cNv 'ter' I 6 -' N89' 38' 02"W 109.91 �' ' N M N o0 21' Go v N � L ( 21' 21'r0�j�` �10'�I 42' oo 1-110' Na9'56'S4"W 181.24' 34'S8'24"E 61.20' 60.36' 58.37' 62.50' ( N Ngq•33'05"E 124.10 60.00' 60.00' 60.00' 61.21 59.03' ( 62.89' 84.79' 1.23' l� N .31' 2.17'S 246 7021 S 242 g. r W 256 �'• 241 9711 SF tj � nS �s 240 ��� �y-os_ C4`� I I I 00 V)��I d N ® Q r , H W 254 253 252 251 P,,, c) 255 7359 SF N 7355 SF N 7320 SF N 00 7188 SF �.., f 8246 SF N O wl o I I I O O O NI cq Cl a=02'49'09" 59.77' 35.14' ^ g 32" 17.70' 60.09 - R=1021.00' L=50.46' N89'56'54"W 94.91' 6O ^� N87.1311"E 87.59' �2.49'S5" - g '" N BAZA COURT o N N89'S6'54"W 140.66' NI N '- z I N87' 13' 11' 87.59 a=02' 49' S5" N - �5.75' �� ►. ei R=1000.00' L=49.43' - `r - 46.25'c' Q _ Lo N S LOT T .5a, 43" N NI N M 5 N89'S6'54"W 94.41' I PRIVATE STREET pr2a , 35.13, �I w 0.36 AC. _ - v NIL lb 21 148. 258 259 257 221 7254 SF N89'38'02"W 109.91' 222 7254 SF N89'38'02"W 109.92' 223 7255 SF N89'38'02"W 109.92' g 16 to 120 N cow N � W I SEE SHEET 14 S, u E' - � � I 273 N89`53'07"E 25.47' - - 1 LOT Q DETAIL B SEE BELOW NO SCALE LOT Q N89`53'07"E 12 41.77' - - fq . 45- N W wA : to 274 NN O DETAIL C SEE BELOW NO SCALE W d V) N 40 20 0 40 80 120 SCALE: 1 "=40' LINE/CURVE DATA TABLE VQ�O BEARING/DELTA RADIUS LENGTH TANGENT 1 N21 05'51"E N20.58'13"E - - 45.36' M&R2 - - - 2 01 19 56 1958.00 45.53 22.76' M&F 3 00'20 39 579.00' 3.48 0,86' 3.48' 1.19 3.73' 1.53' 45.58' M14; 4 N79`32'39"E - 5 1 00'20'39" 579.00' 6 N79`32'22'E - 7 00"20*39" 621.00' 8 N79'32'31'E - 9 01'1821 2000.00' SEE SHEET 8 SEE SHEET 9 103 100 i 101 102 99 Q ; 98 6 .�!"°�` 97 M-09` 0$' S3" R=958. 00' L=152 9 t�=05 17'45" R=2042.00 L=188.7 I I d 04 23' 49" R=1958. 8 L 50• 26' ESP ANA BOULEVARD- { I t (PRIVATE STREET) I ® e�9` OS' S3" R=1 00 - t p=C}5.17' 45" R=2000.00' L=184.86'�1'41' 03"_L=58.7 I ---- - t L^6.07' 4=03_• 42' 12 24 01 " 27' I L=48.52' L=50.83' I I t °O k=04' 25' 24A" R--2_000. 00' L=154. 40' { ��� I 1 W�Ry t - 1.62 AC . cv i �2s ' r` » {I I 1 ' L=7.80d I I 'd 00' -166p. 3-07 3 1 8» L=60.,'0�9' 08` 53" R=1042.g L=180.98" L65.03' 17 45 R=1958.00 r�3' &-02'50'47" L=97.27' d-021512 L=40.98' 22'12/ f �4' 26' S4" R=2042.00' L=158.54' • 53' 45 /��• 51' 05" Lam. 82 �`�� I I c„ &--Ol 45 04" L=62. 41' L=31. 93' L=29.10 & 01. 48 05" L=64. 20 / _ _ _ QA f \ 1� ���cA . �23'� 23' I t��s���. \�°r �`�' I 266 p268 N N a Vr. r Ig I269 267 �. 3 271 270 ' I ti I 8353 SF 7454 sF 272 '� 8174 SF I `a 46 I 10 R 0 273 fyI 7153 SF o10 7255 SF o 7150 SF ® 3 •`o~ v-cm{ ,ti I 23' I ,23•_ pO�C�.� o a , _ _ �' - - 22.64' n=02` 8 47 \ 1 ° R 04" - SEE DETAIL B 9453 07 E v- - - - - - - - - - ._ S 49.80 ABOVE -1 _ _ » R=979.0�' 1=69.44 _ -L= 079 - " L=63.94' \ 62.27' » 47.00 r g - Ir N86 49 29 E 72.44' &0 03'51" 04°4g 29 E 109.27 _ { o a=03'03'38' R=1979.00, L=105.71' I o Icy [x�4 03 51 - ,� 120.4_____4 ' ____ 1.=70. 93' i t L �,-� N86' 49' 29"E 2n .71 ' `" { cl;O, N _--�- LOT R R=1000.Ot1 157.21' I - » 33.62' &03`03' 38" R=2000.00' L=106.83' j�� %� --( --I' a I p�4'03' 51 , w - _' N89'S3'07"E �' - LOT - fi11/ A�Ef �A I.��NE ' I , rd 0 52 AC. R=1021.00' L=7223' _ - c:� I o o N86 49' 29 E 72.44 �1. , 50" 1s=02° 23' Ol" (V) 12 `' � cv 0.27 AC. p��49' 29"E 1IVATE 1002T 27' N89`53'07"E LF=03'03'38" R=2021.00' L=107.9655.30 53.96 ` v LWyJ SEE DETAIL C I 41.77' a=00`48'50 n=01 53'59" M7.01_' - - - - - - - - - - - i 3 ABOVE <tQ � 00- 244LID �- Jr. �l�'g ` ; I ��" 7567 SF 246 • 245 a ' "I .16277 N86492N cv276 s153274 cli 275 2 7093 SF 04 , C �- w 7884 SF 7224 SF W o T 243 CD Z �> ' ' 3.54 ' 7866 SF 5'DO'47"E' 72.275'34'51"E 76.79' W N86''45'E 67.97' N868,73' W 12 62.17N6"' V) N880945E . N o tiQ { $ co w co �'• 278 310' ' , % ; 242 255 g 7810 SF � o NIrk Y ` 7991 SF g 279 a v' `''• 280 73M SF �45.% I,o r 00' R 2 8235 SF j At, 23' 1 c �8.28' 14^ - 119 • a 281 Z\ `= 6=86'01'52� r N 12 9678 SF CIO 3 R=25.00 256 $ , ^§� 'o L=37. 5544', N a N IV __ r , "E 79 •�' � �t ��, � \ 7911 SF � /49.15 R=100.00 }176 47� N86'42'37"W 50.00' 4=16'29' 43" 15.04' 'k cow?Nl 5- CA as f M V pR;`� "� ''I 41' 4D"E a2.95 A'% 1 240 00 \ \ ¢ 44,152. 41' , 284 282 0 285 \ \ 238 12 286 `• SEE SHEET 14 LINE/CURVE DATA TABLE IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA o2cb1L{ 0330$$0 SHEET 14 OF 15 SHEETS @ BEARING/DELTA RADIUS LENGTH TANGENT 1 N09'32'17"W 42.01' M&R2 11 N09.39'55"W R -- -- — w 2 01 08 41 979.00' 19.56' a BEING A SUBDIVISION OF A PORTION OF THE SOUTHWEST QUARTER OF SECTION 5, 3 1 030 39 05 423.00 26.96' TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M. 4 01' 32' 22' 523. 00 14. 05' 40 20 0 40 80 120 5 01'32'22" 500.00' 1 13.43' owr ® 0 r SEE SHEET 13 SCALE: 1"=40' 1 N T E R N A T 1 0 N A L N � , � \ � / A ����T � SEE SHEET 12 y.,. _ -280- — -- — -- •2791.' ` 241 DECEMBER, 2023 - 1 -� A 11, \`'• , �i9• / �� 3'11"E 87.59' R=1000.Od' L=49.43' _ N89'S6'54"W 140.66' — 281 , / C-- �� \gps \ 1�g . �',T� / 3 N87 i ' 49 55 �46.25' N89' 38' 02»W 109.92' 215.04 N j1,` / LOT T 8s 43" 2 " , -'/ {��Cj ® \j11,„,�� ?;, c► �, �' \,6 `�• ( `� o $ 5 N89 56 54 w 94.41 I �n �• / (` (� VAS ST /-� •� a2 ' . ; c,l PRIVATE STREET , 1: 13 g5' cs 54.54' 39.86' I 6 s AN) 10 224 I ���'�h��l \ oi, �✓ \TV ?r,' p)\ R S �2 '�j'- 3 0 ;`���� `° I 7255 SF \ j53 g Vol ,�,��' s \ '' A�• �. �� �.� \ � ... \ ' q,<, �= •s� a-148.33' s' I` 10' 21' 21' ( 10' N89 38 02 W 109.93 *��• t'° 1cyS ijl \�t� a'' \`��%'� $. A'' `\ 4'� , `43 L-52.6� / I N 42 �---� , 4'152.41' Q �'pf`��P,o�d' \ a L5�7 r. t-76.21 / a. 284 `r�, �' �' '. \ '` 3 ^, 258 �Q 7707 SF p� — _ "7 W06 SF ,s�. $ ��, o 7(� �' 257 �' 8971 SF 28e! .�`0 <' oc ; `L 2�.1,7 ��i$ ��' 13848 SF ? 52 I rn n $ 8948 SF ,�.�'� Ai° ' `C� -' v� \ '` w I v I 7902 SF 225 . w w CO i 7255 SF 46 10944 SF!� \'�o 238 fir? �'• 83.71' 65.00' 7688 SF A�- I � 6 N89.38'02"W 109.93' 15 �� `l \ �� ���� N89- 38 - 02"W 148. 71 ' 10' 12 r. ( z I ''• �' -'"'� cs' \ \ •h`1' STD m z� �� 285 Wa'31'3S'E( s? \ �• I `_'� $ I 226 '7 ci O W c0 , �•E 101 12 A216 8624 SF�PRO • � " 3 �`' �,�, ,>, gj. \ \ 237 �`� 9196 SF I ® � Q tO I 7255 SF �A 13 R=25.001 / \ 7688 SF ��,� �' I ► E—,'r. S, c5.j 'o ¢ N L=44.79� N89'38'02"W 157.83' N o I " s,, o ._ ,� \ ��° Q I i N89 38' 02 W 1 NP � �.. � �° �'" ,� '� �h \ /� \ \ 7688 SF C� 2� • I M � I .-- � 236 287 , 227 a 8090 SF 96 "� 1� 91S • \ �`1°`' ,2, I �• i �5' \ \ ,op`� \ \ .hR.�h 10612 SF I 261 a06'32'21" 7379 SF 288 ' F 7788 SF 4e,�_ 2° ^">�'M o \ t\ L=25.22' W T, S�` 1, r l31 \\ �•'T �2 \ �, (,i; Ai83'05'41° _ 3 0 ' �* 1y�8 ;�-2A9.5° V I,�' \ *,pj� ,® s V 235 , (f ' ( I�{R ' J \ \ sj-\ 7688 SF o, / c r� �.•, °" ,,-�1 `,,s ,2948"0 SF -It \ �� \ \ , ��, ,4 • j ,� I (% \ •43% IkS. 293 ,����- \ 234 ,•�^ s $ / 228 `' 12 �. 1" R .1� �• 7266 SF 9631 SF \ �, �s \ �r/ / D� 15 23 2 �A 92 0S \ S s �,> \ 7688 SF • / �'4 292 12 •y,13".1"I'' N 7243 SF \ \ 233 ly 8144 SF� 291 z 7331 SF $N�' 295 \ \ \ \ •��, / / h11� dam/ I ' 290 296 229 7869 SF / — -" -� e _�i ��.w '�Oh / •� h1 �`��j`�;?O 14380 SF 6. 0 289 297 1P \ 6>• / / 49. 298 12 299 231 311 300 SEE SHEET 15 .93' I N 12_ N / ,K3= in . 12 n Z :o. • " fc, o a LLJ W ` 12 Vim} t8 (d 12 W V awv o l�' a, _ 2R4 316 ^� 9501 SF 0 J U LINE/CURVE DATA TABLE [fl0 BEARING/DELTA RADIUS LENGTH TANGENT 1 02'55'34" 02'55'34" R2 479.00' - 24.46' 12.23' M2 - - 2 N22'58'11'E R N22'50'33"E R - R2 - 42.00' MkR2 - - - 3 02'22 19 521.00' 21.57' 10.79' M 4 01'32'22" 523.00' 14.05' 5 01'32'22" 500,00' 13.43' 6 N22'58 12"E - 31.72' 7 04'59'37" 210.00' 18.30' 8 03'11'48" 210.00' 11.72' 9 00'15'48" 979.00 4.50' 10 00 15 49 521.00 2.40 11 00 15'48" 1000.00' 4.60' 12 00'15'49" 500.00' 2.30' 13 00'15'48" 1021.00' 4.69' 14 OO'15'49" 479.00' 2.20 15 05'50'28" 500.00' 50.97' 16 05°50'28" 500.00' 50.97' 17 02 38'08" 521.00 23.97' 18 03 11 23 479.00 26.67 0 , 300 8082 SF 291 299 73W SF IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA M A MOftk T v mm*'k A U'0"' h'm qlp m /A ok mOm 31689 BEING A SUBDIVISION OF A PORTION OF THE SOUTHWEST QUARTER OF SECTION 5, TOWNSHIP 5 SOUTH, RANGE 7 EAST, S.B.M. SEE SHEET 14 \a\ �,�'� ��\ INTERNATIONAL 294 \ s��. \ DECEMBER, 2023 293 °\ \\ 234233 3'• 292295 8974 SF Aso,, 296 2�' \ .��, \ , 4) 7333 SF a=aA--z4� 297 7333 SF232 �• / � 6•y; (} �V�. � s' �- �'�- �,�� �� '�:' �R� /•`tip 298 `��' Q � C i �i, $, ,ice''/ 0 ' � Z9�3\, s�9e, /0 % �``�\: ' " 8208 SF ?4 7333 SF >tJVP S , Irr.? 8\�,� p 24+cp E�� rN 4� 26° 50.00' Lob ✓ i��• r, • 55" L=52. 28' N87`50' 05"W / \ iS�,, \•�' 37 35" 21.33' 28.67-P-Re \ iL� \ 1 •co`�. / // �'' �` j.5� - - - - _ L"-3 311 9283 SF 9053 SF \ \ �'N�'r 03304�8 � SHEET 15 OF 15 SHEETS 312 If 7411 SF 301 313 7451 SF 6�230 ry�`C ry 8390 SFg 314 \ \ A, <�o� �1 \ 10477 SF V. °<"/ .� / .1`L'`' � ,?' '�' 9fl •� 6g.3a \ fir, cP. c�S`. \ � � cP , 7538 SF 302 7456 SF �!��'/ 3 1 5 g8631 SF 310 t 10' �\ -i�. / / • ��' d , e� ,�� ��� / / �j 1°'' AgO�� 6� �'�' �, 7861 SF 9 \�, q.�� / �Fj , `, N61 50 34 E{R < r c5' / 2$.?¢, `\ <a�, $. , ? �^, / �ry 6° 309 a-95.50'28" ^ 12 $!'+ �� 1 • / / 303 �. R=2500' ./ 'car. t'd,, c 11 N 3g ?3 • �.$. \ 8 ?r . / 8106 SF N84.48' 11 "W 19 �'� 52 33, `6922 SF `_ L=41 �� • �\ 54.06,' f ' / cv a2- 13 308 ^ / c ;iy/ . 5g+ 3T"�v' 6907 SF 304 sp, h1.45 70W SF 30 7224 SF 3 213 2 �635.a��i'. �3 , r� N 7. ,s.6?' � 2��'98'4�.9J: "� 3®5 3V6 �� -' �' h� ° "FI,K� / _�, \ 3L6 a01. ?6r 0 7031 SF 7478 SF 62 t���• ' 02 / / �a", �� 23'r �, 0.47 AC.OPEN SPACE LOT 19 � W 481y 98 • .\ �f ? $ `' `. 1 ` or N " � 26 � �' V �ci�. � �• / , a �. � , /, / it R Z ,� 8�, a�/! 1 N , � 89' RfVq S �f j/ , ` ` ` g l �''„' 's 27 , 02 F .4r ` 0�17°19'2' 18' 51"-$h.31' 317 �¢45 , 7', 0" R=279. oo' L=220.52' -' i' 8498 SF h t4517' 10- R=300. 00' L=237.12' o. 318 - --- 325 y a 7857 SF ^ �� / ' 3 �; RETENTION BASIN LOT .� �-' 0.52 AC. ,nr ' S 17' 10" R=321. 00' L=253. 72 s 0 324 N N72'2r'p3 w)R2 OPEN SPACE LOT N76 42 0.57 AC. N89 55 24 E 124.63' 4 N89 55 35 E R4 1023' i lNis• W. 71.01 ° *� ;9p 2j. ` 23' t 29 w�R2 M&R2 N84 59 55 W 59.78 �31� ` p "(Zh (8 �j� p�� 162.73' 23.40' 23.40' S7.74' N89`55'24"E �159.48' M&R4 NB9'S5'35'E R4 ` �°y9 S4" )R4 N89 55 24 E 277.55 N89 55 35 E 277.6t R4 ' (5'07'33'W R2