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mb490_014-016IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP D. 3 7735 FOR CONDOMINIUM PURPOSES A SUBDIVISION OF PARCEL 'A" OF NOTICE OF LOT LINE ADJUSTMENT NO. 180011, RECORDED 05/21/2018 AS DOCUMENT NO. 2018-0202684, PER GRANT DEED RECORDED 08/03/2018 AS DOCUMENT NO. 2018-0313291, ALL OF OFFICIAL RECORDS OF SAID COUNTY, LOCATED IN SECTION 8, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN. BENJAMIN DANIEL EGAN, PE, PLS 8756 SEPTEMBER 2022 OWNERS' STA TEMENT 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 MAP AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE. WE HEREBY RETAIN THE "PRIVATE ROAD EASEMENT", AS SHOWN HEREON FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES, AND LOT OWNERS WITHIN THIS TRACT MAP. WE HEREBY RETAIN THE EASEMENT INDICATED AS "PRIVATE STORM WATER DRAINAGE & RETENTION BASIN EASEMENT" LYING WITHIN LOT 1 AS SHOWN HEREON, FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES, AND LOT OWNERS WITHIN THIS TRACT MAP. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: THE PRIVATE ROAD EASEMENT SHOWN HEREON. THE DEDICATION IS FOR PUBLIC UTILITY PURPOSES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR EMERGENCY VEHICLES WITHIN THE "PRIVATE ROAD EASEMENTS". THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LOT "A". THE DEDICATION IS FOR STREET AND PUBLIC UTILITY PURPOSES. AS A CONDITION OF DEDICATION OF LOT "A', HOPEWELL AVENUE, THE OWNERS LOT 1 ABUTTING THIS HIGHWAY AND DURING SUCH TIME WILL HAVE NO RIGHTS OF ACCESS EXCEPT THE GENERAL EASEMENT OF TRAVEL, ALSO EXCEPTING ONE 86.06' FOOT ACCESS OPENING FOR LOT 1, AS SHOWN HEREON. ANY CHANGE OF ALIGNMENT OR WIDTH THAT RESULTS IN THE VACATION THEREOF SHALL TERMINATE THIS CONDITION OF ACCESS RIGHTS AS TO THE PART VACATED. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: THE DOMESTIC WATER EASEMENT FOR THE BENEFIT OF MYOMA DUNES MUTUAL WATER COMPANY, A CALIFORNIA CORPORATION, A NON-EXCLUSIVE EASEMENT TO CONSTRUCT, USE, MAINTAIN, OPERATE, ALTER, ADD, REPAIR, REPLACE, AND/OR REMOVE ITS FACILITIES, INCLUDING UNDERGROUND WATER LINES, VALVES, VAULTS, METERS, FIRE HYDRANTS AND APPURTENANCES, FOR TRANSMISSION AND/OR DELIVERY OF WATER FOR DOMESTIC, LANDSCAPE AND OTHER PURPOSES ON, OVER, IN, UNDER, ACROSSS AND ALONG THAT CERTAIN REAL PROPERTY, EXCEPTING BUILDING SITES OF DWELLING UNITS, SITUATED IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, DESCRIBED SUBDIVISION. COMPANY VEHICHLES SHALL HAVE THE RIGHT OF INGRESS TO AND EGRESS FROM SAID EASEMENT AND EVERY PART THEREOF. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: SANITATION EASEMENT LYING WITHIN LOT 1, AS SHOWN HEREON. THE DEDICATION IS FOR SANITATION PURPOSES IN FAVOR OF COACHELLA VALLEY WATER DISTRICT. THE EASEMENT(S) 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: AN EASEMENT IN FAVOR OF IMPERIAL IRRIGATION DISTRICT FOR ELECTRICAL DISTRIBUTION 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. GHA PALOMA ROU VII, LLC, A CALIFORH A LI ITED LIABILITY COMPANY lon MARIO JI GONZA%, MANAGING MEMBER Mp,,tiio 7. Gia 8�1CS NOTARY ACKNOWLEDGMENT 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 CALIFORNIA ) S.S COUNTY OF RIVERSIDE ) ON E 1! 20 V BEFORE ME, ��^''' 1� n A NOTARY PUBLIC, PER�Y APPEARED I. i+ WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON (a) WHOSE NAME k!f ) IS / PF -SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE / EHE'/ T -Er EXECUTED THE SAME IN HIS / HEf / THEIf;�AUTHORIZED CAPACITY (4ES), AND THAT BY HIS / HER*/ THEIR SIGNATURE ON THE INSTRUMENT, THE PERSON kS*) OR THE ENTITY UPON BEHALF OF WHICH THE PERSON 4 -ST 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: SIGNATURE ''_A'"_�""i NAME NOTARY PUBLIC IN AND FOR SAID STATE MY COMMISSION EXPIRES -i ' AL -An -Ah MY COMMISSION NUMBER MY PRINCIPAL PLACE OF BUSINESS IS IN _'_��' COUNTY. TAX COLLECTOR'S CER TIFICA TE 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 $_a4_r _MX)Q. DATED:__, 2023 BY.__ __, DEPUTY MATTHEW JENNINGS COUNTY TAX COLLECTOR TAX BOND CERTIFICA TE I HEREBY CERTIFY THAT A BOND IN THE SUM OF HAS 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. D TE: 1MARUC4 Z( , 20Z3 CASH R SURETY BOND MATTHEW JENNINGS COUNTY TAX COLLECTOR low DEPUTY MYOMA DUNES MUTUAL WA TER COMPANY CER TIFICA TE OF ACCEPTANCE I HEREBY CERTIFY THAT UNDER THE AUTHORITY GRANTED TO ME BY THE BOARD OF DIRECTORS OF MYOMA DUNES MUTUAL WATER COMPANY, PER RESOLUTION DATED MAY 1, 2015, I ACCEPT ON BEHALF OF SAID COMPANY, ITS SUCCESSORS OR ASSIGNS, THE DEDICATION EASEMENTS AS SHOWN ON THIS MAP FOR DOMESTIC WATER FACILITIES HEREIN. DATED: , 2023 BY. MIGr-IELE DONZE GENERAL MANAGER MYOMA DUNES MUTUAL WATER COMPANY CVWD CER TIFICA TE OF ACCEPTANCE I HEREBY CERTIFY THAT UNDER AUTHORITY GRANTED TO ME BY RESOLUTION NO. 2015-23, DATED FEBRUARY 10, 2015, I ACCEPT ON BEHALF OF COACHELLA VALLEY WATER DISTRICT THE DEDICATION OF EASEMENTS FOR SANITATION PURPOSES AS OFFERED HEREON. DATED: 01- Z . 2ff3 BY:*AV J.M.ENERAL MANAGER COACY WATER DISTRICT IID CERTIFICATE OF ACCEPTANCE GOV. CODE SEC. 27281 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 EASEMENTS OFFERED TO IMPERIAL IRRIGATION DISTRICT AS SHOWN ON THIS MAP FOR ELECTRICAL POWER FACILITIES. DATED: 77 20_ BY. LAURA­CMVANTES SUPERVISOR, REAL ESTATE SECTION IMPERIAL IRRIGATION DISTRICT SIGNATURE OMISSIONS PURSUANT TO SECTION 66436 OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING OWNERS OF EASEMENTS AND/OR OTHER INTERESTS HAVE BEEN OMITTED: THE UNITED STATES OF AMERICA, HOLDER OF A RIGHT OF WAY FOR DITCHES AND CANALS A3 RESERVED IN THE PATENT RECORDED NOVEMBER 8, 1924 IN BOOK 9, PAGE 63 OF OFFICIAL RECORDS. SHEET I OF 3 RECORDER'S STA TEMENT FILED THIS _=L_ DAY OF __ Q -------- 2023AT I_!_2� AM, IN BOOK _A9a_ OF MAPS, AT PAGES _ I q - 10 __ AT THE REQUEST OF THE CLERK OF THE BOARD NO. aaa3 - o13z290 2 — FEE ---- PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY. DEPUTY ---- jAl 71711 -- SUBDIVISION GUARANTEE. SURVEYOR'S STA TEMENT 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 REQUEST OF GHA PALOMA GROUP V11, LLC, ON APRIL 20, 2016. 1 HEREBY STATE THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED OR THAT THEY WILL BE SET IN ACCORDANCE WITH THE TERMS OF THE MONUMENT AGREEMENT FOR THE MAP AND THAT THE MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. THIS SURVEY IS TRUE AND COMPLETE AS SHOWN. Z`DA N D SG �4 . i/sr t `cam' �P ` 0` .- DATED:_-'°�' 20� o W y 1 nNO. 87_562 BENJAMIN DANIEC'EGAN, PLS 8756 OF CA��F���\ COUNTY SURVEYOR'S STATEMENT THIS MAP CONFORMS TO THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES. I HEREBY STATE THAT THIS MAP HAS BEEN EXAMINED BY ME OR UNDER MY SUPERVISION AND FOUND TO BE SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP OF TRACT MAP NO. 37735 AS FILED, AMMENDED, AND APPROVED BY THE BOARD OF SUPERVISORS ON 06/15/2021, THE EXPIRATION DATE BEING 06/15/2024, AND THAT I AM SATISFIED THIS MAP IS TECHNICALLY CORRECT. DATED: �!, 20 9 3 _`7 -------------- ---- DAVID L. MCMILLAN, COUNTY SURVEYOR L.S. 8488 LICENSE EXPIRES 12/3112024 BOARD OF SUPERVISOR'S STATEMENT THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BY ITS BOARD OF SUPERVISORS, HEREBY APPROVES THE TRACT MAP AND ACCEPTS THE OFFER OF DEDICATION MADE HEREON OF LOT "A" FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES AND AS PART OF THE COUNTY MAINTAINED ROAD SYSTEM SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH COUNTY STANDARDS. THE OFFER OF DEDICATION FOR PUBLIC UTILITY PURPOSES ALONG WITH THE RIGHT OF INGRESS AND EGRESS FOR EMERGENCY VEHICLES WITHIN THE "PRIVATE ROAD EASEMENT" AS SHOWN HEREON IS HEREBY ACCEPTED. THE OFFER OF DEDICATION OF ABUTTERS RIGHTS OF ACCESS ALONG HOPEWELL AVENUE IS HEREBY ACCEPTED. DATE: i nd , 20A3 ATTEST: COUNTY OF VERSIDE, KIMRaZLY, RMToR STATE OF CALIFORNIA CLERK OF THE BOARD OF SUPERVISORS n BY. BY: DEPUTY CHAIRMAN OF THE BOARD OF SUPERVISORS SCHEDULE "A" TRACT MAP IP220049 SECTION 8, T. 5 S., R. 7 E., S.B.M. NA N89055'53"W 1319.24' (N89059'27"E 1319.24')R1 _ 629.73' _ 689.49' 659.75' (659.75')R1 11 659.49' (659.49')R1 (659.70')D2 11 p ME lf�Q�Q 8 - � 0=70°56',2,, off; � � �Ullu�, (D—(D2, D1 & M) R=95.00' 0 0 ao � � L=117.62' A=24054'28" N60022'17"W (D2, D1 & M)R=207.50' 123.02'(01 & M) N _ _ o L=90.20' (123.00')02 LL I ( T 9 N23 47 03 E w - TRACT N 'Q o POINT ESTABLISHED AT (D1 & M) 10.28' J 358.50' RECORD DISTANCE 00 oO (10.28')D2 37735 0 PER DEED D2, NOTHING SET 70 — ( �T-O' NE EST. AT RIGHT ANGLES o J w I _ I WEST LINE PER DEED D2 -C a; M N89 40 53 E 384.64 \�� �� LAKE CLUB DRIVE (384.77' )D2 o (\ — � 10 0�� z o S TTT 0� T� ��� �.\�.�• Qom �,� Al am o, � c , � �0 • = o' � � PARCEL 'A " OF � ��10 o ( Gj� • o W "' LLA 180011 REC. o °�° ON (o\� �•' °a �i� ¢ w 05/21/2018 AS 00 M _ �_ M ��,� �1 ��� O� �r DOC #2018-0202684 Ln C) o "N' Gj • aQ� w o '�' GRANT DEED REC. k ��Q LO H o ,�v 08/03/2018 AS 'r' N �) Z DOC #2018-0313291 N o z (382.00')D2 278.09'(D2) (382.00')D1 & M 278.08' D1 & M `J 660.14' �— -X660.08' N89053'47"W 7 11320.22' (N89°53'47"W)D1 LO 12 -r_ I I�POINT ESTABLISHED AT M I 382.00' RECORD DISTANCE- SURVEYOR'S ISTANCE SURV/EYOR'S NOTE.• LOT LINE ADJUSTMENT 4567, NOTED HEREON AS REFERENCE D2, HAS NUMEROUS DIMENSIONAL z ERRORS, GAPS AND OVERLAPS. THESE ARE RESOLVED BY HOLDING THE 358.50 FOOT CALL ALONG THE WESTERLY LINE OF PARCEL 'A" THE 382.00 FOOT CALL ALONG THE SOUTHERLY LINE OF PARCEL A, AND THE RIGHT ANGLE CALLS OF THE LINES RUNNING TO THESE TWO POINTS WHICH FORM THE NORTHERLY AND EASTERLY C3 „» u") BOUNDARIES OF PARCEL A . I- THIS ESTABLISHMENT IS IN AGREEMENT WITH THE w DESCRIPTIONS IN SUBSEQUENT LOT LINE Q ADJUSTMENTS 05565 AND 180011 NOTED L PER DEED D2 -1 �Tsa�� —PORT ROYAL AVENUE IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA POINT NORTHING(CCS83) ID' (US SURVEY FT) LEGEND.' ELEVATION (NAV088) COMBINED FACTOR CONVERGENCE ANGLE DESCRIPTION OF CONTROL POINT C/L CENTERLINE R/W RIGHT OF WAY TRACT MAP NO. 3 7735 -0-06-51.80 COR. CORNER RAD RADIAL 0.99996213 0-00-45.84 C. C S. F. B. CORNER RECORD CO. SURVEYORS RP RS RADIAL POINT RECORD OF SURVEY FOR CONDOMINIUM PURPOSES t CORS STN - THUG 1 2,214,262.6464 6,550,627.3594 83.8605 0.99998081 FIELD BOOK PUB PARCEL MAP BOOK A SUBDIVISION OF PARCEL 'A" OF NOTICE OF LOT LINE ADJUSTMENT NO. 180011, u DN E DOWN EAST S SEC. SOUTH SECTION RECORDED 05/21/2018 AS DOCUMENT NO. 2018-0202684, PER GRANT DEED RECORDED C EST. ESTABLISHED S.F.N. SEARCHED, FOUND 081 03I 2018 AS DOCUMENT NO. 2018-0313291, ALL OF OFFICIAL RECORDS OF SAID COUNTY, lP IRON PIPE NOTHING LOCATED /N SECTION 8, TOWNSHIP 5 SOUTH, RANGE 7 EAST SAN BERNARDINO MERIDIAN. M MEASURED U. N O. UNLESS NOTED BENJAMIN DANIEL EGAN, PE, PLS 8756 SEPTEMBER 2022 AVE4 MON. MONUMENT OTHERWISE - N NORTH W WEST REF. REFERENCE WC WITNESS CORNER /L RESTRICTED ACCESS NA N89055'53"W 1319.24' (N89059'27"E 1319.24')R1 _ 629.73' _ 689.49' 659.75' (659.75')R1 11 659.49' (659.49')R1 (659.70')D2 11 p ME lf�Q�Q 8 - � 0=70°56',2,, off; � � �Ullu�, (D—(D2, D1 & M) R=95.00' 0 0 ao � � L=117.62' A=24054'28" N60022'17"W (D2, D1 & M)R=207.50' 123.02'(01 & M) N _ _ o L=90.20' (123.00')02 LL I ( T 9 N23 47 03 E w - TRACT N 'Q o POINT ESTABLISHED AT (D1 & M) 10.28' J 358.50' RECORD DISTANCE 00 oO (10.28')D2 37735 0 PER DEED D2, NOTHING SET 70 — ( �T-O' NE EST. AT RIGHT ANGLES o J w I _ I WEST LINE PER DEED D2 -C a; M N89 40 53 E 384.64 \�� �� LAKE CLUB DRIVE (384.77' )D2 o (\ — � 10 0�� z o S TTT 0� T� ��� �.\�.�• Qom �,� Al am o, � c , � �0 • = o' � � PARCEL 'A " OF � ��10 o ( Gj� • o W "' LLA 180011 REC. o °�° ON (o\� �•' °a �i� ¢ w 05/21/2018 AS 00 M _ �_ M ��,� �1 ��� O� �r DOC #2018-0202684 Ln C) o "N' Gj • aQ� w o '�' GRANT DEED REC. k ��Q LO H o ,�v 08/03/2018 AS 'r' N �) Z DOC #2018-0313291 N o z (382.00')D2 278.09'(D2) (382.00')D1 & M 278.08' D1 & M `J 660.14' �— -X660.08' N89053'47"W 7 11320.22' (N89°53'47"W)D1 LO 12 -r_ I I�POINT ESTABLISHED AT M I 382.00' RECORD DISTANCE- SURVEYOR'S ISTANCE SURV/EYOR'S NOTE.• LOT LINE ADJUSTMENT 4567, NOTED HEREON AS REFERENCE D2, HAS NUMEROUS DIMENSIONAL z ERRORS, GAPS AND OVERLAPS. THESE ARE RESOLVED BY HOLDING THE 358.50 FOOT CALL ALONG THE WESTERLY LINE OF PARCEL 'A" THE 382.00 FOOT CALL ALONG THE SOUTHERLY LINE OF PARCEL A, AND THE RIGHT ANGLE CALLS OF THE LINES RUNNING TO THESE TWO POINTS WHICH FORM THE NORTHERLY AND EASTERLY C3 „» u") BOUNDARIES OF PARCEL A . I- THIS ESTABLISHMENT IS IN AGREEMENT WITH THE w DESCRIPTIONS IN SUBSEQUENT LOT LINE Q ADJUSTMENTS 05565 AND 180011 NOTED L PER DEED D2 -1 �Tsa�� —PORT ROYAL AVENUE POINT NORTHING(CCS83) ID' (US SURVEY FT) EASTING(CCS83) (US SURVEY FT) ELEVATION (NAV088) 1.9 N 0 AN �J C 0 N �W.. o W zCD� I IU T T - N I HEREON AS REFERENCE Dl. -I L - �/� 4 660.56' (660.56')R1 (660.56')82 C/L AVENUE 42 & SOUTH LINE OF SECTION 8 150 0 150 300 450 SCALE: 1"=150' DA TUM STA TEMENT COORDINATES SHOWN HEREON ARE ARE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, (EPOCH 2017.50), BASED LOCALLY UPON THE FOLLOWING CONTINUOUS GPS CONTROL STATIONS AS PUBLISHED BY THE SCRIPPS ORBIT AND PERMANENT ARRAY CENTER (SOPAC) AND THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC): PIN 1 N. 2,166, 430.7882 E. 6, 498, 289.4442 P491 N. 2,152, 730.8106 E. 6, 568, 725.0405 THUG N, 2,180, 414.4579 E. 6, 614, 238.2353 THE PUBLISHED CSRC 2 -SIGMA VALUES FOR STATIONS PINI, P491 AND THUG INDICATE THAT ALL THREE STATIONS CONFORM TO FGDC ACCURACY CLASSIFICATION OF 5 -MILLIMETER AT THE 957 CONFIDENCE LEVEL. COORDINATES DEPICTED ON THE PUBLIC RESOURCE CODE GEODETIC CONTROL DIAGRAM WERE DERIVED I I I 3 660.64' (660.65)R1 (660.65')R2 N89°51'43"W 2642.41' (N89056'36"W 2642.43')R1 [SITE �qM � ANT BO DEN 'PA I Li o BERMUDA ROYAL 11 AVE c,,,) AIRP( AVENUE IA 42 m 60RpOg_TgD s� LININ ggSID9 F� VICINITY MAP gCpUNTY NOT TO SCALE SHEET 2 OF 3 1% MONUMENT NO TES.- '11 0 INDICATES SET 1" IRON PIPE AND TAG STAMPED "LS 8756" FLUSH, UNLESS NOTED OTHERWISE. 0 INDICATES MONUMENT FOUND, AS NOTED HEREON. A, INDICATES C.O.R.S. STATION ❑1 FOUND 2” DISK, MARKINGS ILLEGIBLE, DOWN 1.0, ACCEPTED AS THE SOUTHWEST CORNER OF SECTION 8 PER CR 03-0243. 20 FOUND MAG NAIL AND WASHER, STAMPED "RIV. CO. TRANS", FLUSH, ACCEPTED AS SOUTH 1/4 CORNER OF SECTION 8 PER CR 03-0246. [3 SEARCHED, FOUND NOTHING, ESTABLISHED BY SINGLE PROPORTION PER RECORDS R1 AND R2, FITS REMAINING TIES FROM CR 03-0245, NOTHING SET. ® SEARCHED, FOUND NOTHING, ESTABLISHED PER RECORD DATA FROM R1, FITS REMAINING TIES FROM CR 03-0244, NOTHING SET. ❑5 FOUND 1" IRON PIPE WITH PLASTIC PLUG STAMPED "LS 3018", FLUSH, ACCEPTED AS SOUTHWEST 1/16 CORNER OF SECTION 9 PER R1. © SEARCHED, FOUND NOTHING, ESTABLISHED POSITION BY MIDPOINT SPLIT, FITS REMAINING TIES PER CR 04-0393 [7 SEARCHED, FOUND NOTHING, ESTABLISHED POSITION BY INTERSECTION, FITS REMAINING TIES PER CR 04-0395, NOTHING SET. ® FOUND NAIL & TAG IN TOP OF CURB, ILLEGIBLE, ACCEPTED AS SOUTHWEST CORNER OF R1 PER CERTIFICATE OF CORRECTION (MONUMENT SUBSTITUTION RECORDED 1/26/2011 AS, DOC. #2011-0040144, OFFICIAL RECORDS, HELD TO ESTABLISH LINE. ❑9 FOUND 1" IRON PIPE, FLUSH, TAG ILLEGIBLE, ACCEPTED AS THE NORTHEAST CORNER OF R2. 10 FOUND NAIL AND WASHER TAGGED "RIV. CO. TRANS', FLUSH, IN ASPHALT, ACCEPTED AS INTERSECTION OF HERMITAGE AND LAKE CLUB PER CR 15-0267. 11 SEARCHED, FOUND NOTHING, ESTABLISHED POSITION PER RECORD DATA FROM R 1, NOTHING SET. 12 SEARCHED, FOUND NOTHING, ESTABLISHED POSITION BY MIDPOINT SPLIT, NOTHING SET. W CD RECORD DATA REFERENCES -o ( )R1 DENOTES RECORD DATA PER TR 30483 (MB 421/73-75) m Ld ( )R2 DENOTES RECORD DATA PER TR 24303 (MB 225/73-74) m z ( )Dl DENOTES RECORD DATA PER LLA 180011, REC 05/21/2018 U j AS DOC #2018-0202684 & GRANT DEED REC. 08/03/2018 J Q AS DOC #2018-0313291. ()0 2 DENOTES RECORD DATA PER LLA 4567 REC n C-) 5/19/2003 AS DOC. #2003-358316. \� 1321.21' (1321.22')R1 (1321.22')R2 EPOCH 2017.50 COORDINATE INFORMATION co CONVERGENCE ANGLE V) �' �• POINT NORTHING(CCS83) ID' (US SURVEY FT) EASTING(CCS83) (US SURVEY FT) ELEVATION (NAV088) COMBINED FACTOR CONVERGENCE ANGLE DESCRIPTION OF CONTROL POINT PINI 2,166,430.7881 6,498,289.4442 4227.3388 0.99976860 -0-06-51.80 CORS STN - PINYON 1 P491 2,152,730.8106 6,568,725.0405 124.5698 0.99996213 0-00-45.84 CORS STN - P491 THMG 2,180,414.4579 6,614,238.2353 221.8978 0.99996395 0-05-41.74 CORS STN - THUG 1 2,214,262.6464 6,550,627.3594 83.8605 0.99998081 -0-01-11.84 NE CORNER SECTION 31 121 2,214,256.2747 6,553,269.7082 60.7814 0.99998192 -0-00-54.64 E1/4 CORNER SECTION 31 UTILIZING A COMBINATION OF STATIC AND FAST STATIC GPS PROCEDURES. STATIC GPS OBSERVATIONS m 2, 214, 262.6464 N N89� 51 ' 43"W 6,553,269. 7082 E WERE PERFORMED ON SEPTEMBER 27, 2022 UTILIZING TWO SPECTRA PRECISION SP80 GPS RECEIVERS. 6 550, 627.3594 E [ N89 51 42.62 W ]GRID ELEV. = 60.7814 VECTORS FOR THE BASE STATIONS WERE POST -PROCESSED TO CSRC STATIONS PINI, P491 AND THUG ELEV. = 83.8605 (NA V088) USING STARNET Vl1 SOFTWARE UTILIZING CCS83 ZONE 6 PROJECTION TABLES AS DEFINED IN SECTIONS `�`� �[2,642.3564;]GRID (NAVD88) ��' ��\ 2642.4 S 1/4 CORNER SEC. 8 8802 AND 8808 OF THE CALIFORNIA PUBLIC RESOURCE CODE AND UTILIZING THE GEOID 18 GEOID SW CORNER SEC. 8 _ MODEL AS PUBLISHED BY THE NATIONAL GEODETIC SURVEY. FAST STATIC OBSERVATIONS WERE\�� C/L AVENUE 42 CORS STATION. • THUG COLLECTED ON THE SAME DAY UTILIZING A SPECTRA PRECISION SP80 GPS RECEIVER COLLECTING A 2, 180, 414.4579 N MINIMUM OF 360 EPOCHS AT 1 SECOND INTERVALS. FAST STATIC OBSERVATIONS WERE SUBSEQUENTLY \`� & SOUTH LINE OF SECTION 8 \�-�iy6, ° 6,614,238.2353 E PROCESSED UTILIZING THE POST -PROCESSED VECTORS OF THE AFOREMENTIONED BASE STATIONS `�' ,' �'� ��,'' \s�. ELEV.= 221.8978 (NAV088) UTILIZING THE SAME SOFTWARE, MODELS AND PROCEDURES OUTLINED ABOVE. ACCURACY OF THE `� 1,�N6� ° S9 EPOCH 2017.50 COORDINATES FOR FOUND MONUMENTS[I]AND [2 AS SHOWN ON THE 'EPOCH 2017.50 `� ir- ` s8 SS 9•l COORDINATE INFORMATION" TABLE HEREON MEET FGDC ACCURACY CLASSIFICATION 2 -CENTIMETER AT �ti�'� �� ��z ����8 6 957 CONFIDENCE LEVEL.`9 COORDINATES SHOWN HEREON ARE EXPRESSED IN TERMS OF THE US SURVEY FOOT AS DEFINED IN �O`L ��O j'� �� ��� �� 835,3 JG �`?`SSJ SECTION 8810 OF THE PUBLIC RESOURCES CODE. (ONE FOOT= 1200/3937 METERS). '�� 1`1, ' �,�; ; o Rf'0 ` cPfO UNLESS OTHERWISE NOTED, ALL BEARINGS AND DISTANCES SHOWN HEREON ARE IN GROUND. TO CONVERT GRID INVERSE DISTANCES SHOWN HEREON TO GROUND DISTANCES DIVIDE GRID DISTANCES BY A COMBINED FACTOR OF 0.99998081 TO OBTAIN GROUND DISTANCES. CALCULATIONS FROM GRID TO GROUND VALUES AND THE CONVERGENCE ANGLE FOR THIS SURVEY WERE MADE AT POINT NUMBER Ol WITH COORDINATES OF \ ; ------ N. 2,214,262.6464, E. 6,550,627.3594, USING AN �� 116,788.9772 ELEVATION --- ELEVATION OF 83.8605 (NAV988). ` BASIS OF BEARINGS --------- THE BASIS OF BEARINGS FOR THIS SURVEY ARE BASED ____--------- I W ON THE CALIFORNIA COORDINATE SYSTEM CCS83 , ZONE N83° 07 � 23.59 E ---_- '��� �t rn , o, w ( ) _-- . h VI, (2017.50 EPOCH) AS PER GRID INVERSE � o`\ � 6, ��� 5� � _- n - CALCULATIONS BETWEEN CONTINUOSL Y OPERATING a° D, �' REFERENCE (C.O.R.S.) STATIONS P491 AND PIN1 PER _ ✓\ �c ,'�`�� PUBLISHED VALUES PROVIDED BY THE SCRIPPS ORBITBAS �' ` �� '�'�`' o jS OF o ,, � Z AND NORTH 78'T 59 ARRAY35.498 (WEST.c.), BEING.-fN�B°5935.49„w--7BEgR jNGs `� � ,:��,• i , •, 755 CORS STATION: PINI Z 2, 166, 430.7881 N 6, 498, 289.4442 E PUBLIC RESOURCE CODE_ \ \11 CORS STATION. • P491 ELEV.= 4227.3388 (NAVD88) - ' GEODETIC CONTROL DIAGRAM `- • 2,152, 730.810 N 6,568,725.04055 E NOTE: SEE SHEET 3 FOR BOUNDARY (THIS DIAGRAM PROVIDED FOR COMPLIANCE WITH SECTION 8813.1, ELEV.= 124.5698 (NAVD88) INFORMATION, LOT DETAILS AND EASEMENTS 8813.2 AND 8813.3 OF THE PUBLIC RESOURCE CODE) SECTION 8, T. 5S. , R. 7E. , S.B.M. co CONVERGENCE ANGLE V) �' �• A T MONUMENT 01 (n w _ -0001'11.84" Q o Z v COMBINED FACTOR Oc ��• A T MONUMENT�1 0 c o = 0.99998081Q =, 03� LOCATION OF TRACT F- hGj'� BOUNDARY SEE DETAIL ABOVE 2, 214, 256.2747 N UTILIZING A COMBINATION OF STATIC AND FAST STATIC GPS PROCEDURES. STATIC GPS OBSERVATIONS m 2, 214, 262.6464 N N89� 51 ' 43"W 6,553,269. 7082 E WERE PERFORMED ON SEPTEMBER 27, 2022 UTILIZING TWO SPECTRA PRECISION SP80 GPS RECEIVERS. 6 550, 627.3594 E [ N89 51 42.62 W ]GRID ELEV. = 60.7814 VECTORS FOR THE BASE STATIONS WERE POST -PROCESSED TO CSRC STATIONS PINI, P491 AND THUG ELEV. = 83.8605 (NA V088) USING STARNET Vl1 SOFTWARE UTILIZING CCS83 ZONE 6 PROJECTION TABLES AS DEFINED IN SECTIONS `�`� �[2,642.3564;]GRID (NAVD88) ��' ��\ 2642.4 S 1/4 CORNER SEC. 8 8802 AND 8808 OF THE CALIFORNIA PUBLIC RESOURCE CODE AND UTILIZING THE GEOID 18 GEOID SW CORNER SEC. 8 _ MODEL AS PUBLISHED BY THE NATIONAL GEODETIC SURVEY. FAST STATIC OBSERVATIONS WERE\�� C/L AVENUE 42 CORS STATION. • THUG COLLECTED ON THE SAME DAY UTILIZING A SPECTRA PRECISION SP80 GPS RECEIVER COLLECTING A 2, 180, 414.4579 N MINIMUM OF 360 EPOCHS AT 1 SECOND INTERVALS. FAST STATIC OBSERVATIONS WERE SUBSEQUENTLY \`� & SOUTH LINE OF SECTION 8 \�-�iy6, ° 6,614,238.2353 E PROCESSED UTILIZING THE POST -PROCESSED VECTORS OF THE AFOREMENTIONED BASE STATIONS `�' ,' �'� ��,'' \s�. ELEV.= 221.8978 (NAV088) UTILIZING THE SAME SOFTWARE, MODELS AND PROCEDURES OUTLINED ABOVE. ACCURACY OF THE `� 1,�N6� ° S9 EPOCH 2017.50 COORDINATES FOR FOUND MONUMENTS[I]AND [2 AS SHOWN ON THE 'EPOCH 2017.50 `� ir- ` s8 SS 9•l COORDINATE INFORMATION" TABLE HEREON MEET FGDC ACCURACY CLASSIFICATION 2 -CENTIMETER AT �ti�'� �� ��z ����8 6 957 CONFIDENCE LEVEL.`9 COORDINATES SHOWN HEREON ARE EXPRESSED IN TERMS OF THE US SURVEY FOOT AS DEFINED IN �O`L ��O j'� �� ��� �� 835,3 JG �`?`SSJ SECTION 8810 OF THE PUBLIC RESOURCES CODE. (ONE FOOT= 1200/3937 METERS). '�� 1`1, ' �,�; ; o Rf'0 ` cPfO UNLESS OTHERWISE NOTED, ALL BEARINGS AND DISTANCES SHOWN HEREON ARE IN GROUND. TO CONVERT GRID INVERSE DISTANCES SHOWN HEREON TO GROUND DISTANCES DIVIDE GRID DISTANCES BY A COMBINED FACTOR OF 0.99998081 TO OBTAIN GROUND DISTANCES. CALCULATIONS FROM GRID TO GROUND VALUES AND THE CONVERGENCE ANGLE FOR THIS SURVEY WERE MADE AT POINT NUMBER Ol WITH COORDINATES OF \ ; ------ N. 2,214,262.6464, E. 6,550,627.3594, USING AN �� 116,788.9772 ELEVATION --- ELEVATION OF 83.8605 (NAV988). ` BASIS OF BEARINGS --------- THE BASIS OF BEARINGS FOR THIS SURVEY ARE BASED ____--------- I W ON THE CALIFORNIA COORDINATE SYSTEM CCS83 , ZONE N83° 07 � 23.59 E ---_- '��� �t rn , o, w ( ) _-- . h VI, (2017.50 EPOCH) AS PER GRID INVERSE � o`\ � 6, ��� 5� � _- n - CALCULATIONS BETWEEN CONTINUOSL Y OPERATING a° D, �' REFERENCE (C.O.R.S.) STATIONS P491 AND PIN1 PER _ ✓\ �c ,'�`�� PUBLISHED VALUES PROVIDED BY THE SCRIPPS ORBITBAS �' ` �� '�'�`' o jS OF o ,, � Z AND NORTH 78'T 59 ARRAY35.498 (WEST.c.), BEING.-fN�B°5935.49„w--7BEgR jNGs `� � ,:��,• i , •, 755 CORS STATION: PINI Z 2, 166, 430.7881 N 6, 498, 289.4442 E PUBLIC RESOURCE CODE_ \ \11 CORS STATION. • P491 ELEV.= 4227.3388 (NAVD88) - ' GEODETIC CONTROL DIAGRAM `- • 2,152, 730.810 N 6,568,725.04055 E NOTE: SEE SHEET 3 FOR BOUNDARY (THIS DIAGRAM PROVIDED FOR COMPLIANCE WITH SECTION 8813.1, ELEV.= 124.5698 (NAVD88) INFORMATION, LOT DETAILS AND EASEMENTS 8813.2 AND 8813.3 OF THE PUBLIC RESOURCE CODE) SECTION 8, T. 5S. , R. 7E. , S.B.M. ENVIRONMENTAL CONSTRAINT NOTE: ENVIRONMENTAL CONSTRAINT SHEET AFFECTING THIS MAP IS ON FILE IN THE OFFICE OF THE RIVERSIDE COUNTY SURVEYOR IN ECS BOOK 4- PAGE "Ipl_. THIS AFFECTS LOT 1. THIS MAP CONTAINS 3.70± ACRES GROSS. CC&R'S RECORDED 5-9-20 23AS INSTRUMENT NO. a 6 A B - it DRAINAGE EASEMENTS - NO BUILDINGS, OBSTRUCTIONS, OR ENCROACHMENTS BY LANDFILLS ARE ALLOWED. MAINTENANCE WILL BE PERFORMED BY HOME OWNERS ASSOCIATION OR AS AGREED TO BY THE DIRECTOR OF TRANSPORTATION. LC) O Lo w 0 0 0 z (p1 8c M) R=95.00, IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO. 3 7735 FOR CONDOMINIUM PURPOSES A SUBDIVISION OF PARCEL 'A" OF NOTICE OF LOT LINE ADJUSTMENT NO. 180011, RECORDED 05/21/2018 AS DOCUMENT NO. 2018-0202684, PER GRANT DEED RECORDED 08/03/2018 AS DOCUMENT NO. 2018-0313291, ALL OF OFFICIAL RECORDS OF SAID COUNTY, LOCATED IN SECTION 8, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN. BENJAMIN DANIEL ELAN, PE, PLS 8756 SEPTEMBER 2022 PUBLIC ROAD AND DRAINAGE EASEMENT TO THE COUNTY OF RIVERSIDE, REC. 9/6/2006 AS DOC. #2006-0657552, O.R. o b _ =117.62- I D' N6o° PRIVATE 8 �- STORM WATER 8 �8 `'' 02 , DRAINAGE & RETENTION N00 �5,3 N80 , „ BASIN EASEMENT E_iR� (D� ) 04 --50.000 17"w 3.78' .�� N78°05'56„w 88 24' N84°22'42"W (R),.' N10039'46"W 37.10' 0=08035'22" R=147.63' L=22.13' A=09002'18" R=100.00' L=15.77' Q) N45° 15'40"E, a A ©© D E 21.44' 0=16°17'11" L=18.76' 0 N89 37'5 5"E 0=90000'00" R=25.00' L=39.27' i O' 00 Ln N 0 56.00' N N o CD O w U o WC J C:)j 0=16°18'41" 0=16°18'41" � R=100.00' R=100.00' L=28.47' L=28.47' z 4 A B C D E Q� 22 R=48.00 LOT 1 3.70 AC GROSS (161,287 SF) 3.30 AC NET (143,651 SF) SOUTHERLY LINE OF NE 1/4, SW 1/4, SW 1/4, SEC. 8, T.5S., R.7E., S.B.M. 248.08' N89 53'47"W 278.08 D1 & M TR 2505 p a ” -q NOTE: SEE SHEET 2 FOR LEGEND, MONUMENT NOTES, BASIS OF BEARINGS AND RECORD DATA REFERENCES /`7 z L N o N N N d - z d- 0 d LL - CD co CD V: 0 p L0 L _ o N N o O0 z J 30.00' 30.00' SHEET 3 OF 3 EASEMENTS NOTE: EASEMENTS LISTED HEREON ARE FROM FIDELITY NATIONAL TITLE INSURANCE COMPANY THIRD AMENDED PRELIMINARY REPORT NUMBER 00181179-996-SD1-RT4, UPDATED 10, DATED NOVEMBER 30, 2022. ITEMS 1, 3, 5, AND 6 THEREOF ARE NOT RELATED TO EASEMENTS AND ARE THEREFORE NOT LISTED BELOW. 2. RESERVATIONS, EXCEPTIONS AND PROVISIONS CONTAINED IN THE PATENT FROM THE UNITED STATES OF AMERICA, AND IN THE ACTS AUTHORIZING THE ISSUANCE THEREOF. RECORDING DATE: NOVEMBER 8, 1924 RECORDING NO: IN BOOK 9, PAGE 63 OF PATENTS (THE ITEM IS BLANKET IN NATURE AND CANNOT BE PLOTTED) A4 EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: COUNTY OF RIVERSIDE PURPOSE: PUBLIC ROAD AND DRAINAGE RECORDING DATE: SEPTEMBER 6, 2006 RECORDING NO: AS INSTRUMENT NO. 2006-0657551 OF OFFICIAL RECORDS AFFECTS: AS DESCRIBED THEREIN OA PRIVATE ROAD EASEMENT, RETAINED HEREON © PUBLIC UTILITY AND EMERGENCY VEHICLE ACCESS EASEMENT, DEDICATED HEREON. © EASEMENT DEDICATED HEREON IN FAVOR OF MYOMA DUNES WATER COMPANY FOR DOMESTIC WATER PURPOSES DO EASEMENT DEDICATED HEREON IN FAVOR OF COACHELLA VALLEY WATER DISTRICT FOR SANITATION PURPOSES O EASEMENT DEDICATED HEREON IN FAVOR OF IMPERIAL IRRIGATION DISTRICT FOR ELECTRICAL DISTRIBUTION PURPOSES THENCE ALONG THE EASTERLY LINE OF SAID PARCEL "A" OF LOT LINE ADJUSTMENT NO. 4567 SOUTH 00'06' 13" WEST A DISTANCE OF 361.33 FEET TO THE SOUTHEAST 41�Q PARCEL OF SAIOF SAID AID LOT INE ADJUSPARCEL "A", SAID TMENT N0. 5INT ALSO 1NG 67; THE SOUTHWEST CORNER OF 0 THENCE ALONG THE SOUTHERLY LINE OF SAID PARCEL C" OF LOT LINE q ADJUSTMENT NO. 4567 NORTH 89'53'47" WEST A DISTANCE OF 278.08 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL "C"; I THENCE ALONG THE EASTERLY LINE OF SAID PARCEL "C" OF LOT LINE ADJUSTMENT NO. 4567 NORTH 00'22'05" WEST A DISTANCE OF 543.25 FEET TO THE NORTHEAST CORNER OF SAID PARCEL "C"; THENCE ALONG THE LINE COMMON TO PARCEL "B" AND PARCEL "C" OF SAID LOT Z LINE ADJUSTMENT NO. 4567 THROUGH THE FOLLOWING FIVE (5) COURSES: w o � - THENCE NORTH 60'22'17" EAST A DISTANCE OF 123.02 FEET TO THE BEGINNING OF Mi Q `D A TANGENT CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 95.00 FEET, J cD\ Of rl) Lo THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 70'56'12" AN z � m ARC LENGTH OF 117.62 FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE C) - z CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 207.50 FEET, A RADIAL LINE OF M f--- O SAID CURVE BEARS NORTH 41'18'29" WEST TO SAID POINT, THENCE ALONG SAID COMPOUND CURVE SOUTHWESTERLY THROUGH A CENTRAL ANGLE OF 24'5428" AN ARC LENGTH OF 90.20 FEET, THENCE TANGENT FROM SAID CURVE SOUTH 23'47'03" WEST A DISTANCE OF 10.28 FEET, THENCE SOUTH 00'06'13" EAST A DISTANCE OF 149.42 FEET TO THE POINT OF BEGINNING. SUBJECT TO ALL COVENANTS, RIGHTS, RIGHTS OF WAY AND EASEMENTS OF RECORD. CONTAINING 3.70 ACRES GROSS, MORE OR LESS. 40 20 0 40 80 120 SCALE: 1"=40' SUR V/EYOR'S NO TES.- LEGAL DESCRIPTION OF THE PROPERTY WITHIN W PARCEL W' OF LOT LINE ADJUSTMENT NO. 180011 RECORDED MAY 21, 2018 AS DOCUMENT NO. 2018-0202684 OF OFFICIAL RECORDS, DESCRIBED AS FOLLOWS: Z d- CD V-1 THAT CERTAIN PARCEL OF LAND LOCATED IN THE UNINCORPORATED TERRITORY OF N v : THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BEING A PORTION OF THE `Z- NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF Lo I SECTION 8, TOWNSHIP 5 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, BEING J,�, : o ALL OF PARCEL 2 AND THOSE PORTIONS OF PARCEL 1 OF LOT LINE ADJUSTMENT Ln W z Lo o NO. 5565, AS SHOWN BY A DOCUMENT RECORDED MAY 4, 2017 AS DOC. --� ►- o #2017-0179381, OFFICIAL RECORDS OF SAID COUNTY, MORE PARTICULARLY 00 o o DESCRIBED AS FOLLOWS: Z J • bi ;N COMMENCING AT THE NORTHWEST CORNER OF SAID PARCEL 2, SAID POINT ALSO BEING THE NORTHWEST CORNER OF PARCEL "A" OF LOT LINE ADJUSTMENT NO. 4567 —1 V) v RECORDED MAY 19, 2003 AS DOC. #2003-358316; U 6 "' ad THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL "A" OF LOT LINE ADJUSTMENT 1 NO. 4567 NORTH 89'40'50" EAST A DISTANCE OF 384.66 FEET TO THE NORTHEAST CORNER OF SAID PARCEL "A", SAID POINT BEING THE POINT OF BEGINNING, THENCE ALONG THE EASTERLY LINE OF SAID PARCEL "A" OF LOT LINE ADJUSTMENT NO. 4567 SOUTH 00'06' 13" WEST A DISTANCE OF 361.33 FEET TO THE SOUTHEAST 41�Q PARCEL OF SAIOF SAID AID LOT INE ADJUSPARCEL "A", SAID TMENT N0. 5INT ALSO 1NG 67; THE SOUTHWEST CORNER OF 0 THENCE ALONG THE SOUTHERLY LINE OF SAID PARCEL C" OF LOT LINE q ADJUSTMENT NO. 4567 NORTH 89'53'47" WEST A DISTANCE OF 278.08 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL "C"; I THENCE ALONG THE EASTERLY LINE OF SAID PARCEL "C" OF LOT LINE ADJUSTMENT NO. 4567 NORTH 00'22'05" WEST A DISTANCE OF 543.25 FEET TO THE NORTHEAST CORNER OF SAID PARCEL "C"; THENCE ALONG THE LINE COMMON TO PARCEL "B" AND PARCEL "C" OF SAID LOT Z LINE ADJUSTMENT NO. 4567 THROUGH THE FOLLOWING FIVE (5) COURSES: w o � - THENCE NORTH 60'22'17" EAST A DISTANCE OF 123.02 FEET TO THE BEGINNING OF Mi Q `D A TANGENT CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 95.00 FEET, J cD\ Of rl) Lo THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 70'56'12" AN z � m ARC LENGTH OF 117.62 FEET TO A POINT OF COMPOUND CURVATURE WITH A CURVE C) - z CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 207.50 FEET, A RADIAL LINE OF M f--- O SAID CURVE BEARS NORTH 41'18'29" WEST TO SAID POINT, THENCE ALONG SAID COMPOUND CURVE SOUTHWESTERLY THROUGH A CENTRAL ANGLE OF 24'5428" AN ARC LENGTH OF 90.20 FEET, THENCE TANGENT FROM SAID CURVE SOUTH 23'47'03" WEST A DISTANCE OF 10.28 FEET, THENCE SOUTH 00'06'13" EAST A DISTANCE OF 149.42 FEET TO THE POINT OF BEGINNING. SUBJECT TO ALL COVENANTS, RIGHTS, RIGHTS OF WAY AND EASEMENTS OF RECORD. CONTAINING 3.70 ACRES GROSS, MORE OR LESS. 40 20 0 40 80 120 SCALE: 1"=40'