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mb497_062-068NUMBER LOTS: = 4 LETTERED LOTS: =1 GROSS ACRES:=15.114 AC. NET ACRES: = 14174 AC. f IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP No. 38219 BEING A SUBDIVISION OF A PORTION OF PARCEL 8, OF PARCEL MAP NO. 6252, FILED IN BOOK 17, PAGE 3 OF PARCEL MAPS IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER, CALIFORNIA, LYING WITHIN SECTION 33, TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN HUNSAKER AND ASSOCIATES, INC. MAY 2022 FOR CONDOMINUM PURPOSES 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. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LOT "A" (BRADLEY ROAD). THE DEDICATION IS FOR STREET AND PUBLIC UTILITY PURPOSES. AS A CONDITION OF DEDICATION OF LOT "A" (BRADLEY ROAD), THE OWNERS OF LOTS 1, 2 AND 4 ABUTTING THIS HIGHWAY AND DURING SUCH TIME WILL HAVE NO RIGHTS OF ACCESS EXCEPT THE GENERAL EASEMENT OF TRAVEL, ALSO EXCEPTING ONE (118.23 FOOT) AND ONE (28.06 FOOT) ACCESS OPENING FOR LOTS 1 THROUGH 4, INCLUSIVE, AS SHOWN HEREON. ANY CHANGE OF ALIGNMENT OR WIDTH THAT RESULTS IN THE VACATION THEREOF SHALL TERMINATE THIS DEDICATION AS TO THE PART VACATED. WE HEREBY RETAIN THE "PRIVATE ROAD EASEMENTS" (WOODSON DRIVE, RUBICON ROAD, VERNAL ROAD, TORREY ROAD, MONARCH ROAD AND TALLAC DRIVE) AS SHOWN HEREON FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES AND LOT OWNERS WITHIN THIS TRACT MAP AS SHOWN HEREON. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: THE PRIVATE ROAD EASEMENTS (WOODSON DRIVE, RUBICON ROAD, VERNAL ROAD, TORREY ROAD, MONARCH ROAD AND TALLAC DRIVE) 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". WE HEREBY RESERVE THE RECIPROCAL ACCESS EASEMENT FOR INGRESS, EGRESS ACCESS AS SHOWN HEREON, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS AND ASSIGNEES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: TO EASTERN MUNICIPAL WATER DISTRICT (DISTRICT'"), A PUBLIC AGENCY ORGANIZED AND EXISTING UNDER AND BY VIRTUE OF THE MUNICIPAL WATER DISTRICT LAW OF 1911, ITS SUCCESSORS AND ASSIGNS, A PERPETUAL EASEMENT AND RIGHT OF WAY TO CONSTRUCT, MAINTAIN, ENLARGE, RECONSTRUCT, REMOVE AND REPLACE, OPERATE, INSPECT, REPAIR, IMPROVE AND RELOCATE SEWER, WATER, AND RECYCLED WATER FACILITIES, ALL AS SHOWN ON THIS MAP WITHIN THE SUBDIVISION AND DESIGNATED "SEWER, WATER, AND RECYCLED WATER EASEMENT" HEREON, TOGETHER WITH THE RIGHT OF ACCESS TO AND FROM SAID EASEMENT FOR THE PURPOSE OF EXERCISING THE RIGHTS GRANTED IN SAID EASEMENT. OWNER RETAINS THE RIGHT TO USE THE EASEMENT AREA PROVIDED THAT OWNER SHALL NOT CONSTRUCT OR ERECT BUILDINGS, MASONRY WALLS, MASONRY FENCES AND OTHER STRUCTURES OR IMPROVEMENTS, OR PLANT OR GROW TREES OR SHRUBS, OR CHANGE THE SURFACE GRADE OR INSTALL PRIVATELY -OWNED PIPELINES WITHOUT THE PRIOR WRITTEN CONSENT OF THE DISTRICT. RICHMOND AMERICAN HOMES OF MARYLAND, INC., a Maryland corporation EDGAR GOMEZ VICE PRESIDENT - PROJECT MANAGEMENT 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 I U 111 COUNTY OF ON BEFORE ME, T►ll� A NOTARY PUBLIC �\ name) PERSONALLY APPEARED loe WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDUsICE TO BE THE PERSONX WHOSE NAME:-KIIS/ARrSUBSCRIBED TO THE WITHIN INSTRUFFMICH AND ACKNOWLEDGED TO ME THAT HE/SW EXECUTED THE S E IN S/K O?-. AUTHORIZED CAPACITYAND THAT BY HIS SIGNATURE ON THE INSTRUMENT THE PERSON , OR THE ENTITY UPON BEHALF THE PERSOr 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 MYAfAND SIGNATURE , PRINT NAME �� MY COMMISSION EXPIRES ON fibr a 20 MY PRINCIPAL PLACE OF BUST ES�bl& 11EACOUNTY. MY COMMISSION NUMBER IS 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 $ DATE: 2024 � THIS CERTIFICATION EXCLUDES ANY MATTHEW7NING CQUNTY TAX COLLECTOR, SUPPLEMENTAL TAX ASSESSMENTS IOIfT YET EXTENDED BY: DEPUTY I HEREBY CERTIFY THAT A BOND IN THE SUM OF S 592,MOOHAS 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 THE FILING OF THIS MAP WITH THE COUNTY RECORDER ARE A LIEN AGAINST SAID PROPERTY BUT NOT YET PAYABLE, AND SAID BOND HAS BEEN DULY APPROVED BY SAID BOARD OF SUPERVISORS. DATE: IT PR L ZS 2024 CASH OR SURETY AX BOND MATTHEW GS T i THIS CERTIFICATION EXCLUDES ANY COUNTY TAX COLLE R SUPPLEMENTAL TAX ASSESSMENTS NOT BY: DEPUTY YET EXTENDED THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BY ITS CITY COUNCIL, HEREBY APPROVES THE TRACT MAP 38219 AND ACCEPTS THE OFFER(S) OF DEDICATION MADE HEREON FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES. THE COUNCIL DECLARES THE ACCEPTANCE OF THE OFFER(S) IS TO VEST TITLE IN THE CITY ON BEHALF OF THE PUBLIC FOR SAID PURPOSES BUT THAT SAID STREET(S) SHALL NOT BECOME PART OF THE CITY MAINTAINED STREET SYSTEM UNTIL ACCEPTED BY THE CITY PURSUANT TO SECTION 941 OF THE STREETS AND HIGHWAYS CODE. THE EASEMENT FOR STREET AND PUBLIC UTILITY PURPOSES LOT "A" (BRADLEY ROAD). THE DEDICATION OF PRIVATE ROAD EASEMENTS (WOODSON DRIVE, RUBICON ROAD, VERNAL ROAD, TORREY ROAD, MONARCH ROAD AND TALLAC DRIVE) FOR INGRESS AND EGRESS FOR EMERGENCY VEHICLES WITHIN LOTS 1 THROUGH 4, INCLUSIVE AND ACCEPTED AND SUBJECT TO IMPROVEMENTS DATED: A4Ausf 2024 S`t'EPh�A til l E 5 � ACTWG CITY CLERK, CITY OF MENIFEE, RIVERSIDE COUNTY, CALIFORNIA PURSUANT TO SECTION 66436 OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING OWNERS OF EASEMENTS AND/OR OTHER INTERESTS HAVE BEEN OMITTED: ALL OIL AND MINERAL RIGHTS IN, ON, AND UNDER THE SAME WITHOUT ANY RIGHTS OF INGRESS AND EGRESS OR TO ENTER UPON THE SURFACE OF ANY OF SAID SECTION FOR THE PURPOSE OF TAKING OR MINING ANY SUCH RESERVED OIL AS RESERVED IN' DEED FROM GEORGE D. NEWPORT, AND DOROTHEA K. NEWPORT, HUSBAND AND WIFE, RECORDED NOVEMBER 29, 1957 IN BOOK 2185, PAGE 189 OF OFFICIAL RECORDS, RECORDED JULY 21, 1978 AS INSTRUMENT No. 151664 OF OFFICIAL RECORDS, AND RECORDED MARCH 24, 2022 AS INSTRUMENT No. 2022-0143219, OF OFFICIAL RECORDS, ALL OF RIVERSIDE COUNTY, CALIFORNIA. I HEREBY STATE THAT THE EASEMENTS DEDICATED ON THIS MAP TO THE EASTERN MUNICIPAL WATER DISTRICT ARE HEREBY ACCEPTED AND THE DISTRICT CONSENTS TO THE RECORDATION THEREOF BY ITS DULY AUTHORIZED OFFICER. SHEILA ZELAYA BOARD DIRECTORS THEREOF. DATE: U 2 ARY OF THE EASTERN MUNICIPAL WATER DISTRICT ND E BOARD OF SHEET 1 OF 7 SHEETS RECORDER'S STATEMENT FILED THISDAY OF AQ qQ S 2024, ATM. IN BOOK OF TRACT MAPS, AT PAGESQ- GO AT THE REQUEST OF THE CITY CLERK OF THE CITY OF MENIFEE. NO. 0,:�.5 (7 5o C P FEE��� PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: DEPUTY SUBDIVISION GUARANTEE: FIRST AMERICAN TITLE INSURANCE COMPANY #7008227 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 RICHMOND AMERICAN HOMES OF MARYLAND, INC., A MARYLAND CORPORATION ON MAY 6, 2022. 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 WILL BE SET, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. I HEREBY STATE THAT THIS TRACT MAP SUBSTANTIALLY CONFORMS TO THE APPROVED OR CONDITIONALLY APPROVED TENTATIVE MAP, IF ANY. LAND DATE: / /� 11`CGf`� 2024 ���'�� N . B E US 0 No.7874 z ROBERT N. BEUSCHLEIN, y L.S. 7874 9�F \FOB OF C AL coz MU rffzVW I HEREBY STATE THAT I HAVE EXAMINED THIS MAP; THAT THE SUBDIVISION AS SHOWN HEREON IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP OF TRACT No. 38219, APPROVED BY THE MENIFEE CITY COUNCIL ON FEBRUARY 2, 2021, AND ANY APPROVED ALTERATION THEREOF. AND THAT ALL IMPROVEMENTS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS OR THAT THE SUBDIVIDER HAS ENTERED INTO AGREEMENT WITH THE CITY OF MENIFEE COVERING COMPLETION OF ALL IMPROVEMENTS AND SPECIFYING THE TIME FOR COMPLETING THE SAME AS MAY BE REQUIRED BY THE CONDITIONS OF APPROVAL DATED MAY 31, 2022. o� Z �� QROEESSI9)VN, DATE: 2024 �� ?T 0 p F, W Q � *\No C 53534 /* 9TF OF CA���`�� lv BY: ifl t�bf LB TO PAIVA, R.C.E. 53534 CITT ENGINEER, CITY OF MENIFEE 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 THAT I AM SATISFIED THAT THIS MAP IS TECHNICALLY CORRECT. DATE: Au.Gu!5T 2024 EpND 17 BY: STE"VEN E. STRAPAC, P.L CITY SURVEYOR, CITY OF g566 ��Q OF CMv* a I.P. No. 23-001 SEC. 33, T.5S., R.3W, S.B.M. aoa�-oasg��� W E S CONVERGENCE ANGLE 0=-00030'57.1" N: 2,196,126.986 E: 6,276,118.740 0' 500' 1000' 2000' SCALE: 1" = 1000' FD. GEAR SPIKE W/WASHER -L.S. 5411', FLUSH PER C.R. 11-0963. ACCEPTED AS INT. OF BRADLEY ROAD & SOUTHERLY LINE OF SALT CREEK CHANNEL PER R2 & R4. ; JEOR\l6g146 t\6 69511.69 (GRID) � N78°07'25"E FD. GEAR SPIKE W/WASHER 'L.S. 5411', FLUSH PER R6 ACCEPTED AS CLINT.—' Ife c� 0 0 CV wt N w 00 I- 0 �r ° N 0 z IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP No. 38219 BEING A SUBDIVISION OF A PORTION OF PARCEL 8, OF PARCEL MAP NO. 6252, FILED IN BOOK 17, PAGE 3 OF PARCEL MAPS IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER, CALIFORNIA, LYING WITHIN SECTION 33, TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN HUNSAKER AND ASSOCIATES, INC. MAY 2022 FOR CONDOMINUM PURPOSES o \ 0 w ie) ir) M 0 0 z 1 � Oo FD. 3/4' I.P. W/PP, ILLEGIBLE, ___ FLUSH. ACCEPTED AS 3/4' I.P. W/TAG 'L.S. 3962' PER RS 84/10-14 & RS 78/41. moo 00 y s�o BRADLEY ROAD & LAZY CREEK ROAD. cS "ECFS" \\ � E: N: 2,181,3.0 \ LL'L� • 37, 6,208,13133.38380 ss �s N,6,06-, 10 00 "BILL" THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS "BILL", "ECFS" AND "PPBF" NAD 83 (NSRS2011) EPOCH 2O10.00 AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCES BY A COMBINATION FACTOR OF 0.99991068. CALCULATIONS ARE MADE AT THE FD 3/4" I.P. W/PP, ILLEGIBLE, FLUSH. ACCEPTED AS 3/4" I.P. W/TAG "L.S. 3962" PER RS 84/10-14 & RS 78/41, WITH COORDINATES OF: N: 2,196,126.986 E: 6,276,118.740 USING AN ELEVATION OF 1418.53 FEET. (NAVD88) A CONTROL STATION AS INDICATED. • FOUND MONUMENT AS INDICATED. PROJECT BOUNDARY LINE --- EXISTING RIGHT OF WAY LINE — — EXISTING LOT LINE EASEMENT LINE NEW LOT LINE INDICATES RESTRICTED ACCESS INDICATES CENTERLINE O# INDICATES PLOTTED EASEMENT AS INDICATED IN EASEMENT NOTES. Lei SHEET 2 OF 7 SHEETS AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES 1O TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR EMERGENCY VEHICLES AS SHOWN HEREON. DEDICATED HEREON. A RESERVATION FOR RECIPROCAL ACCESS AND PRIVATE UTILITY 2� PURPOSES IN FAVOR OF OURSELVES, OUR SUCCESSORS AND ASSIGNEES AS SHOWN HEREON. RESERVED HEREON. AN EASEMENT FOR SEWER, INGRESS, EGRESS, AND INCIDENTAL O3 PURPOSES IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT, AS SHOWN HEREON. DEDICATED HEREON. AN EASEMENT FOR WATER, INGRESS, EGRESS, AND INCIDENTAL O PURPOSES IN FAVOR OF EASTERN MUNICIPAL WATER DISTRICT, AS SHOWN HEREON. DEDICATED HEREON. ALL OIL AND MINERAL RIGHTS IN, ON, AND UNDER THE SAME WITHOUT ANY RIGHTS OF INGRESS AND EGRESS OR TO ENTER UPON THE SURFACE OF ANY OF SAID SECTION FOR THE PURPOSE OF TAKING OR MINING ANY SUCH RESERVED OIL AS RESERVED IN DEED FROM GEORGE 5 D. NEWPORT, AND DOROTHEA K. NEWPORT, HUSBAND AND WIFE, RECORDED NOVEMBER 29, 1957 IN BOOK 2185, PAGE 189 OF OFFICIAL RECORDS, RECORDED JULY 21, 1978 AS INSTRUMENT No. 151664 OF OFFICIAL RECORDS, AND RECORDED MARCH 24, 2022 AS INSTRUMENT No. 2022-0143219, OF OFFICIAL RECORDS, ALL OF RIVERSIDE COUNTY, CALIFORNIA. INDEX MAP NOTES: SEE SHEET 3 FOR BOUNDARY MAP, SURVEYOR'S NOTES & RECORD DATA NOTES. SEE SHEET 4 FOR MAP SHEET. SEE SHEETS 5 THROUGH 7 FOR DETAILS "A" THROUGH "K". C# CURVE DATA NUMBER O.R. OFFICIAL RECORD B.C.'s BEGIN CURVE P.C.C.'s POINT OF COMPOUND CURVE c CALCULATED P.M. PARCEL MAP C.R. CORNER RECORD P.M.B. PARCEL MAP BOOK C.S. COUNTYSURVEY P.R.C.'s POINT OF REVERSE CURVE CL CENTERLINE PCL PARCEL DN. DOWN POR. PORTION E.C.'s END CURVE PP PLASTIC PLUG E: EASTING R# MAP REFERENCE ESMT. EASEMENT R.C.E. REGISTERED CIVIL ENGINEER EST. ESTABLISHED R.S.B. RECORD OF SURVEY BOOK FD. FOUND RAID RADIAL I.P. IRON PIPE RCFC WCD RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT INST.No. INSTRUMENT NUMBER RD# RADIAL DATA NUMBER INT. INTERSECTION REC. RECORDED L# LINE DATA NUMBER REF. REFERENCE L.S. UCENSESURVEYOR RIV.CO. STD. RIVERSIDE COUNTY STANDARD MB MAP BOOK SFN SEARCH, FOUND NOTHING N/T NAIL & TAG TC TOP OF CURB N: NORTHING TR TRACT No. NUMBER W/ WITH aoa�f-00Sgfo f L N W E S CONVERGENCE ANGLE 0=-00030'57.1" N: 2,196,126.986 E: 6,276,118.740 0' 50' 100' 200' SCALE: 1" = 100' LINE DATA IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP No. 38219 BEING A SUBDIVISION OF A PORTION OF PARCEL 8, OF PARCEL MAP NO. 6252, FILED IN BOOK 17, PAGE 3 OF PARCEL MAPS IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER, CALIFORNIA, LYING WITHIN SECTION 33, TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN HUNSAKER AND ASSOCIATES, INC. MAY 2022 FOR CONDOMINUM PURPOSES Vill Xi •: �• A CONTROL STATION AS INDICATED. • FOUND MONUMENT AS INDICATED. O INDICATES SET 1" I.P. W/TAG STAMPED "L.S. 7874", FLUSH (RIV. CO. STD. TYPE "A" MON.) SET 1" I.P. W/TAG STAMPED "LS. 7874", FLUSH AT ALL LOT CORNERS, ANGLE POINTS IN SIDE OR REAR LOT LINES AND ANGLE POINTS IN SUBDIVISION BOUNDARY, UNLESS OTHERWISE NOTED. SET LEAD & TAG STAMPED "LS. 7874", IN TOP OF CURB (RIV. CO. STD. "E") ON SIDE LOT LINE PROJECTED. SET LEAD & TAG STAMPED "LS. 7874% IN TOP OF CURB (RIV. CO. STD. "E") FOR B.C.'s, E.C.'s, P.C.C.'s, P.R.C.'s AND CORNER CUTBACKS PERPENDICULAR OR RADIAL TO THE CENTERLINE. ALL MONUMENTS SHOWN AS "SET" IN ACCORDANCE WITH THE MONUMENT AGREEMENT FOR THIS MAP. ALL MONUMENTS ARE SET AND TAGGED PER RIVERSIDE COUNTY ORDINANCE 461.21 c INDICATES CALCULATED PER REFERENCE SHOWN. DRAINAGE EASEMENTS SHALL BE KEPT FREE OF BUILDINGS AND OBSTRUCTIONS. L1J1111 1111 INDICATES RESTRICTED ACCESS If BEARING LENGTH L1 N81039'28'W [33.31'R1,R5] (N82001'13"W R1) (N82015'09'W R5) L2 N89°30'38'W [33.00' R5] (N89°53'52"E R5) L3 N89030'38"W [66.00' R5] (N89°53'52'E R5) L4 N89030'38"W 44.00' L5 NOO°33'5YE (54.92' R2] (NO°33'19"E R2) L6 N89026'07'W [44.00' R2] 'l L7 N81°39'28'W 44.41' L8 NOO°33'53"E 134.09' (N00°33'19"E 134.07' R1) (NO0002'17"W 134.13' R5) (134.08' R7) L9 N00033'53"E [212.35' R3] (N00°33'17"E R3) (212.34' R7) C.C.&R.'s PER INST. No.Q -CQ596� RECORDED 202!4 O.R. ENVIRONMENTAL CONSTRAINT SHEET AFFECTING THIS MAP IS ON FILE AT THE CITY OF MENIFEE PUBLIC WORKS AND ENGINEERING DEPARTMENT, IN E.C.S. BOOK 100 , PAGE pi A Dim ,. THIS MAP IS WITHIN THE BOUNDARY OF CFD 2017-1 •: DIE 17ACM .• ( ) INDICATES RECORD DATA AS NOTED. [ ] INDICATES RECORD AND MEASURED DATA AS NOTED. R1 INDICATES TR 30040-2, MB 382/83-86. R2 INDICATES P.M. 6252, P.M.B. 17/3. R3 INDICATES R.S.B. 78/41. R4 INDICATES TR 17630-3, MB 165/54-56. R5 INDICATES R.S.B. 84/10-14. R6 INDICATES C.R. 11-0962. R7 INDICATES C.R. 11-0963. R8 INDICATES INST. No. 1990-202004, O.R. LEGEND: PROJECT BOUNDARY LINE - --- EXISTING RIGHT OF WAY LINE - - EXISTING LOT LINE ----- EASEMENT LINE NEW LOT LINE 1 INDICATES RESTRICTED ACCESS INDICATES CENTERLINE O# INDICATES PLOTTED EASEMENT AS INDICATED IN EASEMENT NOTES. INDEX MAP NOTES: SEE SHEET 2 FOR GPS TIES, BASIS OF BEARINGS, MONUMENT NOTES - GPS TIES, EASEMENT NOTES, LEGEND & ABBREVIATIONS. SEE SHEET 4 FOR MAP SHEET. SEE SHEETS 5 THROUGH 7 FOR DETAILS "A" THROUGH "K". FD. 1" I.P. W/PP 'R.C.E. 33591", FLUSH IN LIEU OF 1" I.P. W/NAIL & TAG "RCFC-, � FD 1" I.P. W/PP "R.C.E. 33591', FLUSH WCD , ON. 0.1' PER R1. r - - N82°01'S3�W 2981-( ° -IN LIEU OF 1' I.P. W/TAG "RCFC WCD", SAL IT � rR�i E E K CHANNEL 15T H s0040-2 N82 0� 'W 2982' Rl) -- ; DN. 0.35' PER R1. SHEET 3 OF 7 SHEETS ---- 40.82' (40.83' 117) FD. N/T L.S. 5411 , FLUSH --,- IN TC PER R7. ' FD. GEAR SPIKE W/WASHER 'LS. 5411% I- -FLUSH PER R7. I (3 47 R1,R _ _ 28 W g3$31' ° FD. 3 4 I.P., NO TAG, PIPE BENT, DN. 0.4% I I (N81 39�17"W ACCEPTED AS 3/4' I.P. W/PLUG 'L S. 3962' ( I R1� � AS THE NORTHEAST CORNER LOT 8 PER 79p 43' 790.68' R2 8 90(5834.95 R3) 83843' R3) (N82° , R2, R3 & R5. I A=97050'02" (�97°51'02' 6 R3 790.50' 15 09 ►y 838.37' I I G_ UNN�S�� f - -� 33' 33" , ` 694.03 R5 R5) i FD. GEAR SPIKE W/WASHER 'L S, 5411', FLUSH "GATE CIRCLE _ 'R=55.00 R=55.o0 _ L=93.91' L=92.93' 738.44° `'-+ �_ PER C.R. 11-0963. ACCEPTED AS TNT. OF _ T I T=63.09' T=63.10' R8) ; ----BRADLEY ROAD & SOUTHERLY LINE OF SALT '- \ '90 p p '' . % I CREEK CHANNEL PER R2 & R4. I �; I � � � � � �- I- - - - -I J 44' WIDE RW ACCEPTED PER FD. GEAR SPIKE W/WASHER"L.S. 5411'/ GRANT DEED RECORDED 12/5/1973 -'� � �-..FLUSH PER R7. ACCEPTED AS I AS INST. No. 157417, O.R. - ; - \�L INT. BRADLEY ROAD & RIO VISTA DRIVE x RIO VISTA pR - - 30 Cl ,- HANALEI I COURT cC N l ur r3O6'I \ I �1 �� Oyu o I ' �p 90 io N " MAP OF PRATT ui co Go ui LOI EUCALlYPTU5 TRACT H@. T I o 30' I / a' `° �� I �I z Z Z � I low 1 ' ' - N89030'38"W 826.56' (N89°30'S0'W 826.67' R3) co IPSWICH © N ' = ---- 782.56' (782.67' R3) (N89 53'52"E 782.53' R5) -o -- - ------ - 749-- 749.53'R5------ -- ---_- N COURT C pp m ; �; FD. 1' I.P. W/TAG "RCFC WCD", FLUSH IN ( ) -t4- ? ° I � I N _LIEU OF 1" I.P. W/TAG "R.C.E. 14358% FLUSH FD. 3/4" I.P. W/PP, ILLEGIBLE, FLUSH. ;' I �z Ov I PER R5. MONUMENT LIES S00030'30"W ACCEPTED AS 3/4' I.P. W/TAG 'L.S. 3962'= z I I o W 0.17' FROM CORNER. PER R3 & R5. 50' I - - - - I - - \ o l o I` o MLA o� ��aA o v o o L W FAO i 0 0� po I � o°o° Qo�� �o�° o�� � � La N O O A I m I �� I �9 I �o / I �� Q�e �o �000 N o I ��� I log � / �I o� �" OOP �� " �z �30' o'n � ----- ; 00 N LAPOUDRE \ - - _�J a ', % -_ N89°30'38'W 793.28' 749.28' 749.21' R5 r- - - - - - II - - - - N PASS COURT N89°30 38W 782.28 N89°53 52 E . 782.21 R5 --� I ^ N8903 '38'W 826.28' /-r_ 30' \ `I� \ ° I f ( ''-SFN, EST. BY PRORATION PER R5. I O p_ I SFN, EST. BY PRORATION PER R5.-- I I �� ^U oC I ' g i oSO I P.M. (b02 pogo PARCEL B MI I 297 I 290 \_ - -I - - - \�a p P.M.R. 51�1D3 N nI T I N p 60' WIDE RW PER DOCUMENT ENTITLED N Q I M. 1' I.P. W/TAG "R.C.E #ILLEGIBLE', I - °"° I "DECLARATION OF DEDICATION' RECORDED I ` DN. 0.1'. ACCEPTED AS SOUTHWEST- i CION 2/21/1975 AS INST. No. 20899, O.R. 44' WIDE RW ACCEPTED PER Nm I CORNET PARCEL 4115-512 PER i R5. N� I ( FD. 1' I.P. W/PP "RCE 23256', DN. 0.1'. GRANT DEED RECORDED 12/5/1973----s;;I 4 ; I I f3 NO REF. IN LIEU OF 1' I.P. R.C.E. 14358% AS INST. No. 157417, O.R.- 33 3 ;--FLUSH PER R5. ACCEPTED AS I 30' I I I i SOUTHEAST CORNER OF PARCEL 4115-513 N43°07'54'E 33.96' (N43°07'55"E 33.95' R2)- --- -�� =1 I , -J----------13---PERKS. --------726.07'(725.96'R-'---------- % I LAZY CREEK ROAD N8s°3o'38'W �92.Or (791.96' c R5) -- 322.91' (323.16' R3) (323.10' R5) ''-_; i--- _ _ 782.01' (782.00' R2) (782.11' R3) (781.891c R5) 0 290 289.99' (.4' R1) iq ° ° 858.93' (i59.01' Rt) - I N89 30'38"W 1148.92 (N89 30 50 W 1149.05 c RI) (N89 30'50yW 1149.27 R3) �(N89°53'52"E 1148.99' R5) FD. I.P. W/PP, ILLEGIBLE, FLUSH PER R1. iI I [P.M. I M FD.'2" I.P. W/PP ILLEGIBLE FLUSH. ACCEPTED AS FD. GEAR SPIKE W/WASHER L.S. 5411 ,-ACCEPTED AS CL INT. LAZY CREEK ROAD & I.,o FLUSH PER R6. ACCEPTED AS-- " ( BOYNTON LANE CL INT. LAZY CREEK ROAD & SOUTHERLY PARCEL o CL INT. BRADLEY ROAD & LAZY CREEK ROAD. 44' 44, (} I q I I I ` PROLONGATION OF THE EASTERLY LINE OF R1. PARCELS � I I I I I HE 0 ° W ° S- ° 61 33' 1 33' I ­ p0Ro PARCEL 10 P.M.N. im LINE DATA il BEARING LENGTH L1 N00033'53'E 28.06' L2 N0003353'E 24.00' L3 N00033'53"E 6.34' L4 N89026'07"W 18.00' L5 NOO°33'53'E 82.00' L6 NOO°33'53"E 24.18' L7 N00°33'5YE 19.33' L8 N00033'53'E 11.95' L11 N29026'07"W 13.59' L12 N89029'53"W 16.48' L13 N00°33'53'E 47.51' L14 N89°22'21"W 16.48' L15 N30°33'53'E 13.59' L16 N89°22'04"W 16.47' L17 N48°08'59"E 5.73' L18 N89022'21"W 15.28' L19 N89029'53"W 15.28' L20 NOO°33'53'E 5.09' L21 N00033'53'E 2.00' L24 N00033'53"E 8.50' L25 N89026'07"W 3.32' L26 N00°33-53-E 24.77' L27 N89°26.07"W 15.28' L28 N89026'07"W 32.43' L29 N00°33-53-E [212.35'R3] (N00°33'17'E R3) (212.307) L30 NOW33'53'E 134.09' (NOO°33'19"E 134.07R1) (NO0002'17"W 134.13'R5) L31 N81039'28"W L32 N89030'38"W a L33 N39°46'57"E L34 N46033'23"W CURVE DATA Cf DELTA RAMUS LENGTH C4 10°0258' 30.00' 5.26' C5 82°50'29' 25.00' 36.15' C6 87°04'41' 53.00' 80.55' C7 21°00'10' 53.00' 19.43' C8 26°10'32' 53.00' 24.21' C9 3905359' 53.00' 36.91' C12 90000'00' 150' 3.93' C13 82008'59' 5.00' 7.17' C14 07°51'Ot" 320.00' 43.84' C15 07°51'Ot" 271.00' 37.13' C16 90000'00" 20.00' 31.42' C17 90°00'00' 64.00' 100.53' C18 42°53'28' 64.00' 47.91' C22 90000'00" 56.00' 87.96' C23 32036'29" 56.00' 31.87' C24 27°17'01' 56.00' 26.67' C25 30006'29' 56.00' 29.43' C28 40°26'17" 28.00' 19.76' C29 33002'04' 56.00' 32.29' C30 29°42'56' 56.00' 29.04' C31 2701500' 56.00' 26.63' C33 35019'31' 44.00' 27.13' PROJECT BOUNDARY LINE --- EXISTING RIGHT OF WAY LINE - - EXISTING LOT LINE ----- EASEMENT LINE NEW LOT LINE INDICATES RESTRICTED ACCESS INDICATES CENTERLINE OINDICATES PLOTTED EASEMENT AS INDICATED IN EASEMENT NOTES. INDEX MAP NOTES: SEE SHEET 2 FOR GPS TIES, BASIS OF BEARINGS, MONUMENT NOTES - GPS TIES, EASEMENT NOTES, LEGEND & ABBREVIATIONS. SEE SHEET 3 FOR BOUNDARY MAP, SURVEYOR'S NOTES & RECORD DATA NOTES. SEE SHEETS 5 THROUGH 7 FOR DETAILS "A" THROUGH "K". RADIAL DATA 01 BEARING RADIUS TYPE RD1 S10036'51"W 30' RAD RD2 S12039'06"W 25' RAD RD3 N84030'25"W 25'/53' PRC RAD RD4 N74°29'25'E 53' RAD RD5 N48018'53"E 53' RAD RD6 N42019'36"W 64' RAD RD7 N66009'25"W 64' RAD RD8 N2e28'36'E 28' RAD RD9 S57°5724"W 56' RAD RD10 S30040'22"W 56' RAD RADIAL DATA IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRA(' T MAP Nn ■ BEING A SUBDIVISION OF A PORTION OF PARCEL 8, OF PARCEL MAP NO. 6252, FILED IN BOOK 17, PAGE 3 OF PARCEL MAPS IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER, CALIFORNIA, LYING WITHIN SECTION 33, TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN HUNSAKER AND ASSOCIATES, INC. MAY 2022 FOR CONDOMINUM PURPOSES RIO VISTA DRIVE-' _ _ NOW33-53-E 1267.05' (NO035'17"E 1267.08' R3) - - L29 Lao - - - - BRADLEY ROAD - - 641.79' - - FD. GEAR SPIKE W/WASHER 'LS. 5411", FLUSH %�'` 775.88' PER C.R. 11-0963. ACCEPTED AS INT. OF = r'� f� 2b 4 (118.23' ACCESS%_FD. GEAR SPIKE W/WASHER "L S. 54tt", FLUSH PER R7. 44' WIDE RW ACCEPTED PER GRANT DEED I BRADLEY ROAD &SOUTHERLY LINE OF SALT �d o u� OPENINGI , ACCEPTED AS CL INT. BRADLEY ROAD & RIO VISTA DRIVE. RECORDED 12/5/1973 AS INST. No. 157417 O.R. CREEK CHANNEL PER R2 & R4. `.- FD. GEAR SPIKE W/WASHER 'L.S. 5411", FLUSH PER R7. FD. 3/4" I.P., NO TAG, PIPE BENT, DN. OX. ACCEPTED AS 3/4- I.P. W/PLUG -L.S. 3962' AS THE NORTHEAST CORNER LOT 8 PER R2, R3 & R5. W N NV NORTH Vl CONVERGENCE ANGLE 0=-00030'57.1" N: 2,196,126.986 E: 6,276,118.740 0' 30' 60' 120' Ai BEARING RADIUS 7YPE RD11 S49033'23"E 8' RAD RD12 N39052'24W 15'/28' PRC RAD RD13 N26°42'54"W 15' RAD RD14 S32°28'11'E 56' RAD RD15 S62011'07"E 56' RAD RD16 S35053'2eW 44' RAD RD17 S33043'10'W 6' RAD RD18 S17°26'30"W 6'/16' PCC RAD RD19 S03°1528"E 15' RAD rRD20 NO4oOf51"E 15' RAD SCALE: 1" = 60' Q 3 N o M� a L�S �I ul) J ; 1 _L26_. ir� c2l w 'r �, 1 I I inI� IQ 31lx 2 I� i3 O, NIQ i^ I IO to Ziv I00 24' i Z 73.00' �"� N00033'53"E -- , . --' 19.84' DO`-,:; ---- 68.00' I 74' OI I C1l to 3 1 IC4 ^ 110 o ' \LLI / 2 W ' 1� 13 °l a00 0 3 Q o z; 4 W lio :i Z Q 74' p o IN Icoo � 72 m � , I N O Q , RDt 72'' o T ' UO - - �o:4 N00033'53'E 161.61' 155.27 h�-__-------- � -- - r - �86.27' %I L2 I49 45. :I I; Y. ^ w , 1 ' W 2cn _j La; co 2 3 ' Q ,ice ^�� 3ia 2 i3 H " 4co co cl Z 1+i COI I NIQ IN 0 ; ;ems z; jz W '�z N II An ii I I LOT 1---- 4.282 AC. 'L2" L7-., 1 1; ++ : i t w L2" I 1� p IIQ � I I a U I I ^ I I I I I I J I I tt �+ Q N I I: Z .'I I W rrl M I I O Im ' • I V,J °O l (Al I °O w I I� U �I ' W �1 W I� Co co 1 I I 1�I I � �Ip I � "t ' Id m w °°I 1 3'Q '3 O CO w /� I I Q 3 j I 1� 1 2 j l� N ia/ ; ;^ j�I ; W OI W Io J I 10 O- o' I W Z co 11-_ ICU 3 Ico OI I �,/^� NIQ IN n I I N N I i w O " Ito O Q W i 194 &: I Zla IZ to I� p I, w 1 N W = 55 1 ;; ?4g� ; 5• co I W I: I o l 77.88' : L2 "- -45.00'---- W Z L=--- V% O r�: 2 146.88' - I 3 I o 4 201.17' ---- . i �a- - - 90.00'-----T=L2"'r `------90.00'---- ;r iI I I _jCJ I Z (�I� In (7Y A 1 _ C.), 0 MCOO ' Cn � u10 I� 1 3 Co IXWW n 40in �nai�n�o a a 1-i t0 I N LLJ a m m 'z a O- a -Z I =�WC j O' 0Zp �' 'L2_ 58.46' ¢ - co it)o:W 10 3i0 2 i3 OIL f.0I ,�J IO I<0 NI IN I CA oo Ala 10 Zi 24' i ! A N 1 I •�, � __j -L13' r N00°33'53"E 781.95' N00°33'53'E 577.79' c�ablLf-oast �y oql b SHEET 4 OF 7 SHEETS SEE DETAIL "A" ON SHEET�5 .1;;__ - 278.82- �j LOT "A" (ACCESS OPENING)- , o oo cl o _y' nc- I I --QQ 1 g I it ijjj 4 -- w Of f n 1, J !ls 24' ��1 !�3 ;; I 24' 24' ' • I 1 I I I 101 O1 0) I ^I- 3 I ^ I- I ^ I- �, M • M I F= I M 0) F= I M n O Uf1 �IU1 O U11 � ICA CAI �,O N n O� 1 WHO N C) 1 W �© C) 1 W �O 1 2 31 2 Q13. co 31 Q13 31 2 Q13 r- i�i W i-. z i�i ir_ r- � in o co o' r-` :fD �i I-' icon toi w i� N N� QIN N, Q IN NI Q IN00 o i -0 ibo- 01-� I LT Wi 12 z ZI .ailZ ZI �:� -ZI -BIZ E:11555'1 . I I. I I I :12 l;`_---45.08' �45.00' ----0 L2 1;" _ 90.00' -_ _ _; � - _L2--- !,_--45_.00' ---4 _-=22&W 298.50'----------- Cl MONARCH ROAD Noo°33'53"E 475.50' o 1 2 3 4 VATE ROADEASEMENT) . N00°33'S3"E 350.11' v PRI21_ J J - % =L6 -�. 3I _-.--I I --------- ------ T1 - 12'-: Tr '=234.34' --r----1-1I -= I I I I I I 1 I N �c CIF- co CIF= Ico 3 co cm I� �IW Id N b SEE DETAIL "F" 3;0 2 3 a to 3j0 2 ;3 Z ON SHEET 6 CPO; c� N ,Q IN NIQ IN > W > OI_ ICA CAI_ IUf z'a 'z J W z'� 'z cn I 1 W I I I i I 1 ;I 1: Q Z 1 I: - -" LOT 2 --L2-' Ld c L2_. 4.022 AC. L2 -L2 < r •I I I I Ell I I 1 i I I LL, MI^ I- M1� IM M'f 'M W 1F 'M ICn Iat) Go od 1 W SIN I06 W Ip 1 1 Ip 1 Q Ip I 3io i3 3i0 2 i3 3io 2 '3 oiw 2 io oi� �o W oiw �o Co:W coIco:`�� ICU W CU1r Ito NIQ IN NIQ IN t^ NIQ IN Ufl- 10 mlI I6 V) O Ufl- ICA z'a 'Z Z'a 'Z z'a 'Z Iv I Iv 1 I� I I I I I I I I I I I I I I I I I I I I _ 1 1 T T r45,00, .+' -L2'II 90.01, 72,:,,) 89.99' 1: - 45.00 - ° , j 34Z,.00' N00 33 53 E 60166 s I I VERNAL ROAD 1 2 3 4 N00°33'53'E 650.91. ( (PRIVATE ROAD EASEMENT) --- 342.00' - - _ r '---90.00- = 2=',•,-------90.00'- oiw I 1 I p I� 4 1 310 2 13 I-' a' oI ' 1io- to I i N Q o I> .0 N Ie Z I.ai 100 I,- 24' i :! J -Lt3' PC L. 5119-910 r7I^ I M OIW 1 10 1 I 0 1� I 310 2 13 OIa IO OT 3;a 342 AC. z;a Z 24- _j Y----------'y ` L13 - ;I -^1� It IV) ! Z O I 1 1 I'- p 3io 2 i3 IL O C,4 I O �� 'N N'Q I > CAI 1 I CA Goir ZIa CO IZ v :1 24' 1:! N iI 1 J �'•I I;' J L13 - - 243.87 ' ; t ; I :_ _ :: en W w 28' �5' V oc Q L13 r"------ W 00 it I•.,�0 I I 2 W j N F_ OI I o Q �' 3g `W ;s 3LLp I� 3 i'co w w Ym,o 1 I I ^'- M 4 ''303i I ' '_ I } m CAJ �4-w A I O I I O C) 1 W IO ♦, I' O O' I U ' ICU � CID I F-• W J W p C7 3i 2 oi3 IN QNI I IOf > OI _jlao 0� zfl ' i z mI p ILL_ ^O' I O I; Z -- i t 3 4 3 4 ' I I, w cn U o> I I 5' I' 28' ' I 5' m Z 1� v1 Z I I I I I I I I w Y J 5.00'.- :'o -1-2--ill- v62.95' -- '-C I I % "� '� _1 LLA -' 139.95' j --- ` 115.77', I I I LO I I I to I I 1 to I� I 0ICn I: �IW 1 Ir- I p 3io 2 I i3 o, co; Io I CD 10) Z'a I� I I I 'Z I I I I � I I I I ;I I: :I I% N LL -L2'-- %I ;I 1 I `, I: I• I 1 I I I^ M'� I I I I I- 'M 1� CEO, N 1 � CID �IW 1 i� �1p 31Q 1 13 : iO 2 nl� Ic I� to I F- , o I to Z'a Iv I I I 00 'Z 1 1 I I I I I jl I; 45.00'- 107. OI W 10 1 1^ I I p I 310 2 13 CoI IO W� NI~ IN OI ,03 :I 24 1:! L13 -` G3oC�oC�oC�o��oC�oDo � Qo�o 0 0 �4�D�0��4� VWj Z 46.7� - `: �' ~ � w O 48' I I I I I 2 I 1 I i I 1 I I 3 I I I I I I 4 II I I I I I I I I I I I I I 1 I I I 1 I I I 1 I 1 p z r l I Op Op 1 I I N Q N I I 10 O WW II .� CU ro CC Q "i i o Q I W I I C co =3 O N i^ i- O ^II J M IN W NI00 i �Z O 00 x Z� w W ' " w 1 II I I I " J I I I 1 1- I I I 2 � W IW W I 3 I I I 3 ^ Q I II V' 4 / 4 �1 W 48' I i 5' in 0 t6.78'-f =1 RooIN 24, °•r -r I^ IcV CIF= ICU 3 IM Inj DIN .-IW Ir 4 I� M 3ia i-i1 i3 M � 2 I^ c; I ClIn PI 10 CUII� IN o I I Q o lco 1� Z'a IZ O Iv I I I, I _I CID ` I 24 00 l __j '- L13 - p��o 4SI9��g9� M. 8115-US CURVE DATA c# DELTA RADIUS L EhM Cl 16016'40' 6.00' 1.70' C2 03049'21' 15.00' 1.00' C3 03°28'59' 15.00' 0.91' C5 82050'29' 25.00' 36.15' C6 8700441 53.00' 80.55' C7 21°0010' 53.00' 19.43' C8 26010'32' 53.00' 24.21' C9 39053'59' 53.00' 36.91' C10 30004'37' 28.00' 14.70' C11 30004'37' 4.00' 2.10' C17 90000,00" 64.00' 100.53' C18 4205328' 64.00' 47.91' C19 23049'50' 64.00' 26.62' C20 23016'42" 64.00' 26.00' C21 23'54'43' 28.00' 11.69' C22 90000'00' 56.00' 87.96' C23 32036'29" 56.00' 31.87' C24 27°17'01' 56.00' 26.67' C25 30006'29' 56.00' 29.43' C26 50007'16" 8.00' 7.00' C27 13009'30" 15.00' 3.44' C28 40026'17' 28.00' 19.76' C29 33002'04' 56.00' 32.29' C30 29'42'56' 56.00' 29.04' C31 27015'00" 56.00' 26.63' C32 16052'37' 16.00' 4.71' C33 35019'31" 44.00' 27.13' C34 36026'52' 25.00' 15.90' C35 46023'37" 25.00' 20.25' C36 67009'39" 61.00' 71.50' C37 1103252" 61.00' 12.29' C38 74040'52' 58.00' 75.60' ,ll PROJECT BOUNDARY LINE - - - EXISTING RIGHT OF WAY LINE - - EXISTING LOT LINE ----- EASEMENT LINE NEW LOT LINE 111111111 INDICATES RESTRICTED ACCESS q INDICATES CENTERLINE RADIAL DATA Of BEARING RANUS TYPE RD2 S12°39'06"W 25' RAD RD3 N84030'25'W 25/53' PRC RAD RD4 N74°29'25'E 53' RAD RD5 N48'18'53'E 53' RAD RD6 N42°19'36"W 64' RAD RD7 N66°09'25"W 64' RAD RD8 N2402836'E 28' RAD RD9 S57057'247W 56' RAD RD10 S30040'22'W 56' RAD RD11 S4903323"E 8' RAD RD12 N39°52'24"W 15'/28' PRC RAD RD13 N26042'54'W 15' RAD RD14 S32028'11'E 56' RAD RD15 S62011'07'E 56' RAD RD16 S35053'24'W 44' RAD RD17 S33043'10'W 6' RAD RD18 S17'26'30"W 6'/16' PCC RAD RD19 S03°15'28"E 15' RAD RD20 N04"02'51'E 15' RAD RD21 S12'06'45'W 61' RAD RD22 S23024'147W 61, RAD RD23 S49005'58'W 25' RAD RD24 N83005'46'E 58' RAD OINDICATES PLOTTED EASEMENT AS INDICATED IN EASEMENT NOTES. INDEX MAP NOTES: SEE SHEET 2 FOR GPS TIES, BASIS OF BEARINGS, MONUMENT NOTES - GPS TIES, EASEMENT NOTES, LEGEND & ABBREVIATIONS. SEE SHEET 3 FOR BOUNDARY MAP, SURVEYOR'S NOTES & RECORD DATA NOTES. SEE SHEET 4 FOR MAP SHEET. IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP No. 38219 BEING A SUBDIVISION OF A PORTION OF PARCEL 8, OF PARCEL MAP NO. 6252, FILED IN BOOK 17, PAGE 3 OF PARCEL MAPS IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER, CALIFORNIA, LYING WITHIN SECTION 33, TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN HUNSAKER AND ASSOCIATES, INC. MAY 2022 LINE DATA FOR CONDOMINUM PURPOSES L,# BEARING LENGTH Lt N00033`53'E 28.06' L2 N00033'53"E 24.00' L9 N89026'07"W 5.21' L10 N89'26'07'W 9.09' L22 N60°29'16'E 3.2S L23 N6W29'16'E 2.84' L36 N00033'53'E 30.79' L37 N89026'07'W 1.47' L39 N73'18'31"W 12.00' L40 N16°41'29'E 0.65' L41 N16041'29'E 0.87' W CONVERGENCE ANGLE 0=-00°30'57.1" N: 2,196,126.986 E: 6,276,118.740 010' 20' 40' SCALE: 1" = 20' W CONVERGENCE ANGLE 0=-00030'57.1" N: 2,196,126.986 E: 6,276,118.740 0' 10' 20' 40' SCALE: 1" = 20' 1' '1 I, 1 2 I I (PRIVATE ROAD ' c EASEMENT) 3.1 13 I o! 24' N i 1 , �zc"4 cc) ' Z; LOT 1 �Z `��� ••,�,� �% 4.328 AC. -A---------------- C11- C7 _ 5 , 0; \ ' � 3 4 G�0 X 3 4 "31- MONARCH ROAD (PRIVATE ROAD EASEMENT) 3 4 ¢ 2 1 2 3 4 W 0 O a' 1 f F Eo 1 1 ix v , , 1 DETAIL "C" ' RUBICON ROAD 1. ' It `\ PRIVATE ROAD EASEMENT 1 ' 1 1 \ 3 1 ' , 1 1 � ` �cp �06 LOT 1 4.328 AC. - 8 cw cl L2 to I I c0aq croo (PRIVATE ROAD ;°. EASEMENT) lr-0;3 1 n �0) AID N ^u ^iN 00 1 1 'Z 1 t 1!1 DETAIL I I I I • I \``--+--------- VERNAL ROAD (PRIVATE ROAD EASEMENT) N00033'53"E 650.95' C20 201.1'i - °'151.8T -639.00-----+-- -----_ 3 4 LOT 3 2.342 AC. 99 D f! W �ems Z GRID _ NORTH cn CONVERGENCE ANGLE 0=-00030'57.1" N: 2,196,126.986 E: 6,276,118.740 0' 5' 10' 20' SCALE: 1" = 10' N� n n�7IC GRID z NORTH cn CONVERGENCE ANGLE 0=-00030'57.1" N: 2,196,126.986 E: 6,276,118.740 0' 10' 20' 40' SCALE: 1" = 20' E) CONVERGENCE ANGLE 0=-00030'57.1" N: 2,196,126.986 E: 6,276,118.740 0' 10' 20' 40' SCALE: 1" = 20' � SHEET 5 OF 7 SHEETS 44' WIDE RW ACCEPTED PER » » ,-GRANT DEED RECORDED 12/5/1973 LOT l4 I"AS INST. No. 157417, O.R. � RD19 ----- -----(ACCESS OPENING) - - ---��� RD2� 0 0 Lt C2 �, N00033'53"E 782.77' C3 TALLAC DRIVE I 5' !2; 28' ; 5' r , I � nl 1 2MASM�MT) In I Na>(PRIVATE I NI ROA I (0 ' I CO 3 4 LOT 4 00 4 ;Z 3.528 AC. ' I I DETAIL "A" N I 1 3 4 CD� �CD_ 3 4 28' i 5' LOT 4 3.528 AC. ;--c TALLAC DRIVE �m ZI 1 2 3 4 I C31 ; C1 i-N (PRIVATE ROAD = + - ,L R EASEMENT) --; =.'�18 i 5' i F _ CAI CC Q s .••. zp 10-1 3 4 v 3 TORREY ROAD 3 4 (PRIVATE ROAD EASEMENT) \ 1 1 1 1 l � I 1 :I; I t + DETAIL "B" , T T I %, I U � ' RD21 °" TORREY ROAD ; 5 ---- (PRIVATE ROAD EASEMENT) �� . 40 3 1 2 3 4 x ' C41 LOT 4 K�. >/y _ro I \ r ti 3.528 AC. ` VERNAL ROADS # ' (PRIVATE ROAD EASEMENT) 6 z "1 N -� ---_ - L - N -+=-- �1 �QnAn 0013 4 (PR, 3 3� EASEMENT) 10 p l Ito IN Ntoo Ioo IZ zI I 24' 1: t! �1 DETAIL "E" LINE DATA L# BEARING LENGTH L2 N00033'53"E 24.00' L3 NOO°33'53"E 6.34' L4 N89"26'07"W 18.00' L5 N00"33'53"E 82.00' L6 NOW33'53"E 24.18' L17 N48008'59"E 5.73' > *341I� LINE DATA L# BEARING LENM L35 N89026'07"W 0.72' L38 N0003353"E 12.00' L42 N89026'07"W 1.63' L43 N89-26.07"W 6.63' L44 NOO°33'53"E 10.00' L45 N89026'07"W 1.00, PROJECT BOUNDARY LINE --- EXISTING RIGHT OF WAY LINE - - EXISTING LOT LINE ----- EASEMENT LINE NEW LOT LINE W LLLW INDICATES RESTRICTED ACCESS INDICATES CENTERLINE OINDICATES PLOTTED EASEMENT AS INDICATED IN EASEMENT NOTES. INDEX MAP NOTES: SEE SHEET 2 FOR GPS TIES, BASIS OF BEARINGS, MONUMENT NOTES - GPS TIES, EASEMENT NOTES, LEGEND & ABBREVIATIONS. SEE SHEET 3 FOR BOUNDARY MAP, SURVEYOR'S NOTES & RECORD DATA NOTES. SEE SHEET 4 FOR MAP SHEET. w N� W GRID Z NORTH IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP No. 38219 BEING A SUBDIVISION OF A PORTION OF PARCEL 8, OF PARCEL MAP NO. 6252, FILED IN BOOK 17, PAGE 3 OF PARCEL MAP'S IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER, CALIFORNIA, LYING WITHIN SECTION 33, TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN HUNSAKER AND ASSOCIATES, INC. MAY 2022 FOR CONDOMINUM PURPOSES I I I I I 1 WOODSON DRIVE ' I I I (PRIVATE ROAD EASEMENT) ; ! 24' ! + (PRIVATE ROAD ESMT.) 1 I i 1 2 ' ------- ; 115.55' 3 4 ` 46.55 - L2 ________ -- CONVERGENCE ANGLE 0=-00030'57.1" N: 2,196,126.986 E: 6,276,118.740 ___------ N N N00"33'5\6V --- J 155.27' 0' 10' 20' 40' '` 56.98' ----_ 1200'.-- 1 -- 17.29' �. '-----�-------- f i L38 = ti_-- I I 86.27' 3 4 24' SCALE: 1" = 20' --� 5 (PRIVATE ROAD ESMT.) 1 i I LOT 1 1 2 1 � ' 4.282 AC. ' 3 4 I I I I 1 I ' I I I I I I I I I I I I I I I I I I I 0 I I 24' I 3 4u') u') 3 4 to L (PRIVATE ROAD ESMT.) " - --- --- L38 ---- - - - L2 -- ' ----- 45.00' - > -- --- ---x =----------====z:-----== -------=y=------------------------= =----- �_- - 20.58' -- �`1200 �'" �' - 31.01 --- `-1200'-"-"'-14.41'-'- ,f ---_ 18.59 O - 228.00' m -- -- 298.50'------- --- Q - NOO°33'53"E 475.50' b� n w N w 3 a O p -� MONARCH ROAD o (PRIVATE ROAD EASEMENT) z W 0 --15.87'----- " 1200--- :: --- 17.13---z=, ------------?-------- f 138--' 'j = - t ; - -_ _ 45.00' L LO J J O 00 3 4 0 N 3 b o � to 00 00 z DETAIL "F" SCALE: 1" = 20' -- N00033'53"E 350.11' W - N -t -- 210.16' L6 - -- ---.------------- -------- r-_"_ L2-=r__`- - 90.00'-------------- __ � �..__ __ ---� --- ----'� =: _ ---- - -- ----=- --------24-------i------- __�34.34--------------------------- ---I ---- ---------24-----------(PRIVATE --------==-----W N6C45.01' Z ROAD ESMT.) I I I (PRIVATE ROAD ESMT.) I I I 4 00 N I I I o I LOT 2 I 300 U 4.022 AC. co I I I I I I I i co I I I I I I I I I I I I I I I I I I I I z i DETAIL "G" SCALE: 1 " = 20' 3 o io a N 4LO 00� - 5. - --� -L38--_ - 2W-= 12.00'''- 'j ' 70.50' - J MONARCH ROAD (PRIVATE ROAD EASEMENT) aoa SHEET 6 OF 7 SHEETS 45.00' i 24' i F (PRIVATE ROAD ESMT.) J 1 2 3 ------ - - L2 ----- ----.-------------=---- O J 228.00' ----- LLJ 298.50' m D03S53"E 475.50' ----- w w J a .1171 N00033'53"E 350.11' ----- m 210.16' ----i --- 51.33' r--- 23434---------- Lai IJ JI I Z I I , -----------r-il-7-0.-0-0rL5 Z ----14.'----27.54' --f19.98' OLOT 2 Ji iJ Ji iJ 1 "t44 t44 ' 4.022 AC. 3 4 3 4 1 I I I I I I I I I I I I I I I 24' I (PRIVATE ROAD ESMT.) l 3 4 L2 ' ------- - _ _ --- -_ 17.29 - 131.95' „ 139.95' 115.77' 44.99' L2 I I - - -- -- -- --- -- 3 4 I I I 24' I (PRIVATE ROAD ESMT.) 1 2 62.95' M J 3 4 I I I LOT 4 3.528 AC. I I I I I I 1 I I I w N� n AE�'IC GRID NORTH CONVERGENCE ANGLE 0=-00°30'57.1" N: 2,196,126.986 E: 6,276,118.740 0' 10' 20' 40' SCALE: 1" == 20' 11 N_ �AE�IC GRID NORTH CONVERGENCE ANGLE 0=-00030'57.1" N: 2,196,126.986 E: 6,276,118.740 0' 10' 20' 40' SCALE: 1" = 20' LINE DATA Ll BE4RING LENGTH L2 N00033'53"E 24.00' L8 NW33'53"E 11.95' L38 NOW33'53" E 12.00' L45 N89-26-07-W 1.00' IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP No. 38219 BEING A SUBDIVISION OF A PORTION OF PARCEL 8, OF PARCEL MAP NO. 6252, FILED IN BOOK 17, PAGE 3 OF PARCEL MAPS IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER, CALIFORNIA, LYING WITHIN SECTION 33, TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN HUNSAKER AND ASSOCIATES, INC. MAY 2022 FOR CONDOMINUM PURPOSES ----I----43.26' 0 r - -25.29' L2 -' i ---,- 9C 24' I ----- (PRIVATE ROAD ESMT.) 1 2 ' I I I I 24' I 3 4 (PRIVATE ROAD ESMT.) ' 3 4 Go to /s J 77.88 to J I I -__ I 1 Z I to to J ,J 4.5 .00 -'-'• __ I •' '• 1200' = 22.62' - ---13.29' `= �1200" --- 19.71' ,. _' :1 146.88' _ 0 O N 6�4) 3 LOT 1 4.282 AC. 00 z 201.17' `� `� 151.87' L2 q ---= -- 90.00' I I ------------------------------ (PRIVATE ROAD ESMT.) 3 4 1 2 DETAIL "H" SCALE: 1 " = 20' LO J a0a� -oa 5� bq to SHEET 7 OF 7 SHEETS 7m w i 24' ul (PRIVATE ROAD ESMT.) : 3 4 LO � 3 4 to to I 1 2 1 1 J J 9O O1' J J 45.00' ' - - a -------- ' 1 I :=_ I 38-` ' L2 -_ 1 = : " -L38-_-• -L38- ? I "-----------=='---------x =---- ------------ ----- -_---------'-- W 2233 18.00' - '' ` 1200'' " 30.01-12.00' 342.00' 18.00' -- m NOO°33'53'E 604.66' � w w w w a VERNAL ROAD a (PRIVATE ROAD EASEMENT) LOT 2 4.022 AC. ------------------ ------24,------I------------------------------- - LOT 3 J (PRIVATE ROAD ESMT.) 3 4 2.342 AC. I 24' 1 1 24' co 3 4 W` (PRIVATE ROAD ESMT.) ' 3 4 3 4 (PRIVATE ROAD ESMT.) ' I I to to to to I to to MIn / I 1 2 I J '' 89.99s J j I 1 2 ' _ J O L2 _ L38- L38- - L2 45L38'- - =' --- --- �..- 16.93'-_-' ''-12.00'_: `_--- 30.00' '-1200" 19.06' - 18.00' 1200' 15.04' 15.71' "1200 Q - 34200' - w -- NOO°33'53'E 604.66' z e w w J Q 1- 0 W W _-- N 0---- 342.00' I I I I I 24' I (PRIVATE ROAD ESMT.) to J I 1 2 i J 46.78' J ' --- I --L38--- 17.29' - " 115.78' '_-13.29I_I 00`'"12 N co c0 M LOT 2 VERNAL ROAD 3 0 1 2 3 4 LOT 4 4.022 AC. (PRIVATE ROAD EASEMENT) o 3.528 AC. to N Go z N00033'53"E 650.95' `" 107.78' - - //�,/,�►90.00' ---= , ---- L2 ----- , ---- I 24' I 90.00' ---= -------- 45.00' 1 24' LOT3 - 34 34 2.342 AC. ; (PRIVATE ROAD ESMT.) ; (PRIVATE ROAD ESMT.) I I I 1 DETAIL "I" SCALE: 1 " = 20' J 0 W W N00033'53"E 650.95' m 342-00' I I 1 1 I I I L2 -- Ld 0 I 1 I I 1 _ I W I --- i NpRC 21.49 ;.� MUN Z SAKER GRID _ NORTH -- Lg `r ---+-----� O M N Of ' 3 4 =j INDEX MAP NOTES: SEE SHEET 2 FOR GPS TIES, BASIS OF BEARINGS, MONUMENT NOTES - GPS TIES, EASEMENT NOTES, LEGEND & ABBREVIATIONS. SEE SHEET 3 FOR BOUNDARY MAP, SURVEYOR'S NOTES & RECORD DATA NOTES. SEE SHEET 4 FOR MAP SHEET. CONVERGENCE ANGLE 0=-00030'57.1" N: 2,196,126.986 E: 6,276,118.740 0' 10' 20' 40' SCALE: 1" = 20' - PROJECT BOUNDARY LINE - - - EXISTING RIGHT OF WAY LINE - - EXISTING LOT LINE EASEMENT LINE NEW LOT LINE INDICATES RESTRICTED ACCESS INDICATES CENTERLINE O# INDICATES PLOTTED EASEMENT AS INDICATED IN EASEMENT NOTES.