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mb501_083-093i\� p IN THE CITY OF EASTVALE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 1 OF 11 SHEETS RECORDER'S STATEMENT TRACT NO, 38595 FILED THIS II}~ DAY OF 3V,ne, . 2025, BEING A SUBDIVISION OF PARCEL "B", OF LOT LINE ADJUSTMENT No. 2022-001, RECORDED AUGUST 24, 2022, AS AT 12.%4$p.M. IN BOOK 601 QF MAPS, INSTRUMENT No. 2022-0370918, OFFICIAL RECORDS, IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER, CALIFORNIA, AT PAGES B3 - q3 . AT THE REQUEST OF THE CITY LYING WITHIN SECTION 24, T.2S., R.7W., OF THE SECTIONALIZED SURVEY OF THE JURUPA RANCHO, AS SHOWN BY MAP CLERK OF THE CITY OF EASTVALE. r- ON FILE IN BOOK 9, PAGE 33, RECORDS OF SAN BERNARDINO COUNTY, STATE OF CALIFORNIA S.- HUNSAKER AND ASSOCIATES, INC. - DECEMBER 2024 No. 201.5- 016g39 ,- FOR CONDOMINUM PURPOSES FEE $2.9 N PETER ALDANA, ASS SOR-COUNTY CLERK -RECORDER O - N BY: DEPUTY SUBDIVISION GUARANTEE: CHICAGO TITLE COMPANY OWNER'S STATEMENT WE HEREBY STATE THAT WE ARE THE OWNERS OF THE LAND INCLUDED WITHIN THE SUBDIVISION SHOWN HEREON; THAT WE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS A CLEAR TITLE TO SAID LAND; THAT WE CONSENT TO THE MAKING AND RECORDING OF THIS SUBDIVISION MAP AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED IN FEE FOR PUBLIC PURPOSES: LOTS "D" AND "G" (PREMIER PLACE), LOT "E" (58th STREET), LOT "F" (HAMNER AVENUE), AND LOT "H" (CIVITA PARKWAY). THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: PUBLIC ACCESS PURPOSES, AS SHOWN HEREON. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: PUBLIC UTILITY PURPOSES, OVER "PRIVATE STREETS", AS SHOWN HEREON. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: DRAINAGE EASEMENTS WITHIN LOTS 30, 35, AND 36, AS SHOWN HEREON. THE DEDICATION IS FOR THE MAINTENANCE OF DRAINAGE FACILITIES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: THE RIGHT OF INGRESS AND EGRESS FOR SERVICE AND EMERGENCY VEHICLES AND PERSONNEL, AS SHOWN HEREON. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LOT "C" AS SHOWN HEREON. THE DEDICATION IS FOR PUBLIC PARK PURPOSES IN FAVOR OF THE CITY OF EASTVALE. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED IN FEE FOR PUBLIC PURPOSES: LOTS "A", AND "B" AS SHOWN HEREON. WE HEREBY RETAIN THE EASEMENTS INDICATED AS "PRIVATE STREET" FOR RECIPROCAL ACCESS AND DRAINAGE PURPOSES, AS SHOWN HEREON FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, ASSIGNEES, AND LOT OWNERS WITHIN THIS TRACT MAP. ARROYO CAP IV-2, LLC, a Delaware limited liability company BY: ARROYO Capital IV, LLC, a Delaware limited liability company its sole member e Na e: Ef%'/2E j /3 132ot�c�[..ETTG' /tle: NOTARY ACKNOWLEDGMENT 0 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 COUNTY OF ON A. �W75 , , BEFORE ME, IG� (insert n(Ue "and title olf the officer) PERSONALLY APPEARED s, I L4 fv pj 10 . 1'( WHC PROVED TO ME ON THE BASIS OF SATI FACTORY 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 THE 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. WITNESS MY HAND AND OFFICIAL SEAL. 5�' °`>ti� B. BARREGAR Wes, Notary Public California SIGNATURE m orange County > PRINT NAME: Z ', Commission #2437863 MY COMMISSION EXPIRES ON '�',Faaa'. My Comm. Expires Feb 11, 2027 MY PRINCIPAL PLACE OF BUSINE S� COUNTY. MY COMMISSION NUMBER IS 41wkn1 011JR-3me ", MUSUP PURSUANT TO SECTION 66436 OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING OWNERS OF EASEMENTS AND/OR OTHER INTERESTS HAVE BEEN OMITTED: AN EASEMENT FOR UTILITIES AND INCIDENTAL PURPOSES IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, RECORDED OCTOBER 23, 1967 AS INST. No. 93222, OF OFFICIAL RECORDS. AN EASEMENT FOR STREET, UTILITY AND INCIDENTAL PURPOSES IN FAVOR OF THE CITY OF EASTVALE SUCCESSOR IN INTEREST TO THE COUNTY OF RIVERSIDE, RECORDED APRIL 25, 2000 AS INST. No. 2000-152879, OF OFFICIAL RECORDS. AN EASEMENT FOR UTILITIES AND INCIDENTAL PURPOSES IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, RECORDED DECEMBER 19, 2000 AS INST, No. 2000-503786, OF OFFICIAL RECORDS. TO BE QUITCLAIMED BY SEPARATE DOCUMENT. AN EASEMENT FOR PUBLIC ROAD AND DRAINAGE, INCLUDING PUBLIC UTILITY AND PUBLIC SERVICES AND INCIDENTAL PURPOSES IN FAVOR OF THE CITY OF EASTVALE, SUCCESSOR IN INTEREST TO THE COUNTY OF RIVERSIDE, RECORDED JANUARY 15, 2002 AS INST. No. 2002-025215, OF OFFICIAL RECORDS. AN EASEMENT TO CONSTRUCT, RECONSTRUCT, INSTALL, REPLACE, REMOVE, REPAIR, ALTER, OPERATE, MAINTAIN, INSPECT, AND UTILIZE A SEWER PIPELINE OR PIPELINES AND INCIDENTAL PURPOSES IN FAVOR OF JURUPA COMMUNITY SERVICES DISTRICT OF RIVERSIDE COUNTY, RECORDED APRIL 5, 2012 AS INST. No. 2012-0156067, OF OFFICIAL RECORDS. AN EASEMENT TO CONSTRUCT, RECONSTRUCT, INSTALL, REPLACE, REMOVE, REPAIR, ALTER, OPERATE, MAINTAIN, INSPECT, AND UTILIZE A WATER PIPELINE OR PIPELINES AND INCIDENTAL PURPOSES IN FAVOR OF CHINO BASIN DESALTER AUTHORITY, RECORDED JULY 3, 2012 AS INST. No. 2012-0310822, OF OFFICIAL RECORDS. SURVEYOR'S STATEMENT 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 ARROYO CAP IV-2, LLC, A DELAWARE LIMITED LIABILITY COMPANY. IN DECEMBER 2024. I 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. DATE: HIql / Al 2025 ROBERT N. BEUSCHLEIN, L.S. 7874 CITY ENGINEER'S STATEMENT SAND BE jS _j o cc No.7874 z F OF CAL\FO 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 IN THE TENTATIVE MAP OF TRACT NO. 38595 AS FILED, AMENDED AND APPROVED BY THE CITY OF EASTVALE ON FEBRUARY 19, 2025, THE EXPIRATION DATE BEING FEBRUARY 19, 2028. DATE: __) 004 2025 BY: JIMMY M. CHUNG, CITY ENGINEER RCE 81346, EXP 09/30/2025 CITY OF EASTVALE O QROVESS/o RCE 81346 sT CIVIL 9\OF CI >f CITY SURVEYOR'S STATEMENT THIS MAP CONFORMS TO THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES. I HEREBY STATE THAT THIS MAP HAS BEE N EXAMINED BY ME OR UNDER MY SUPERVISION AND THAT I AM SATISFIED THAT THIS MAP IS TECHNICALLY CORRECT. DATE: A Y P (�CJ . 2025 X I A Al BY: _ GARY D. HEAL, CIT SURVEYOR LS 4619, EXP. 09/30/2026 �o�P s o�55�P�.1 D . l � _� o * No. 4619 � � FOF CN CITY COUNCIL STATEMENT I HEREBY CERTIFY THAT THIS MAP WAS PRESENTED FOR APPROVAL TO THE CITY COUNCIL OF THE CITY OF EASTVALE AT A REGULAR MEETING THEREOF, HELD ON THE I !f DAY OF PAS 202-5_, AND THAT THEREUPON SAID COUNCIL DID, BY ORDER DULY PASSED AND ENTERED, APPROVE SAID M WE HEREBY ACCEPT THE OFFER OF DEDICATION OF LOTS "A", "B", (PUBLIC PARKS), LOTS "D", AND "G" (PREMIER PLACE), LOT "E" (58th STREET), LOT "F" (HAMNER AVENUE), AND LOT "H" (CIVITA PARKWAY) IN FEE FOR PUBLIC PURPOSES AND/OR AS PART OF THE CITY MAINTAINED ROAD SYSTEM, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH CITY STANDARDS. THE OFFER OF DEDICATION FOR PUBLIC UTILITY PURPOSES ALONG WITH THE RIGHT OF INGRESS AND EGRESS FOR EMERGENCY VEHICLES AND PERSONNEL OVER THE "PRIVATE STREETS" IS HEREBY ACCEPTED. WE HEREBY ACCEPT THE OFFER OF DEDICATION FOR THE FOLLOWING: 1. PUBLIC ACCESS, AS SHOWN HEREON. 2. MAINTENANCE OF DRAINAGE FACILITIES, SHOWN AS DRAINAGE EASEMENTS HEREON. 3. PUBLIC PARKS, AS SHOWN HEREON. 2025 DATE: a`�i i MARC IJONbHUE, M.M.C. CITY CLERK OF THE CITY OF EASTVALE TAX COLLECTOR'S CERTIFICATE I HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF THIS OFFICE, AS OF THIS DATE, THERE ARE NO LIENS AGAINST THE PROPERTY SHOWN ON THE WITHIN MAP FOR UNPAID STATE, COUNTY, MUNICIPAL, OR LOCAL TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, EXC PT T XES QRO SP 'IAL ASSESSMENTS COLLECTED AS TAXES NOW A LIEN, BUT NOT YET PAYABLE, WHICH ARE ESTIMATED TO BE Q DATE: TV QJ P d 9 , . 2025 THIS CERTIFICATION EXCLUDES ANY MATTHEW JE GS, C NTH TAX COLLECTOR, SUPPLEMENTAL TAX ASSESSMENTS NOT BY: DEPUTY YET EXTENDED TAX BOND CERTIFICATE I HEREBY CERTIFY THAT A BOND IN THE SUM OF $ AS BEEN EXECUTED AND FILED WITH THE BOARD OF SUPERVISORS OF THE COUNTY OF RIVERSIDE, CALIFORNIA, CONDITIONED PON 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:TWO O G O [ , . 2025 CASH 0 TAX BOND THIS CERTIFICATION EXCLUDES ANY SUPPLEMENTAL TAX ASSESSMENTS NOT YET EXTENDED MATTHEW JENNINGS COUNTY TAX LLE 0 BY: DEPUTY SEC. 24, T.2S., R.7W., JURUPA RANCHO SCHEDULE "A" IN THE CITY OF EASTVALE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 38595 (S BEING A SUBDIVISION OF PARCEL "B", OF LOT LINE ADJUSTMENT No. 2022-001, RECORDED AUGUST 24, 2022, AS 6 INSTRUMENT No. 2022-0370918, OFFICIAL RECORDS, IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER, CALIFORNIA, LYING WITHIN SECTION 24, T.2S., R.7W., OF THE SECTIONALIZED SURVEY OF THE JURUPA RANCHO, AS SHOWN BY MAP ON FILE IN BOOK 9, PAGE 33, RECORDS OF SAN BERNARDINO COUNTY, STATE OF CALIFORNIA - DECEMBER 2024 0 ' FOR CONDOMINUM PURPOSES o cV BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS "NOCO", "MLFP" AND "EWPP" NAD83(NSRS2011) EPOCH 2O10.00 AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS AND 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 DISTANCE BY A COMBINATION FACTOR OF 0.99999089. CALCULATIONS ARE MADE AT THE CL INTERSECTION OF 58th STREET & SCHOLAR WAY "PT 903" WITH COORDINATES OF: N: 2303696,000, E: 6162361.378, USING AN ELEVATION OF 678.77. CPS CONTROL "EWPP" N: 2,347,786.824 E: 6,175,50i SHEET 2 OF 11 SHEETS 0' 500' 1000' 2000' SCALE: 1 "=1000' 0 2 wo %K N �00 � w HUNSAKER E � c CONVERGENCE ANGLE s 0 =-00043'25.7" IN: 2,303,696.000 E: 6,162,361.378 ----PT. 17 rns Z: 678.77 M6, FD. 1" I.P. W/TAG, ILLEGIBLE, DN. AT PT. 903, NOTED HEREON Q, PT. 903 - 0.8' PER MB 398/58-61. ACCEPTED M1, FD. 1" I.P. W/NAIL &TAG STAMPED ! N89°2331"W 2663.76 (GRID) AS CL INT. 58th STREET & HAMNER "WEBB L.S. 5529", FLUSH PER CR19-0098. - AVENUE. TAG TO BE SET STAMPED "LS J ACCEPTED AS CL INT. 58th STREET & 58th ST. 7874" IN PIPE PER M.B. 494/84-115. SCHOLAR WAY. ITE N: 2,303,667.734; E: 6,165,024.988 GRID =GROUND N: 2,303,696.000; E: 6,162,361.378; Z: J 678.77 03 CONV. ANG.:-00°43'25.7" CF: 1.00000915 i- \\\ N� (ice S;2o 2 �' WT gI �- 6 Z �gIU8 60, \ _ J �r,► gJ �6R/0� O _ U 0 LIMONITE AVE. QD 77 - .1") w co � o (o rn � � N p� N h o0 ----GPS CONTROL "MLFP" N: 2,279,468.247 E: 6,23737,668.037 GVNO� "' `GR 3A1 •�$ z lGR\0 PRNGS 6 PS\S GF gE 0 GPS CONTROL "NOCO"---- N: 2,280,817.135 E: 6,161,339.173 _-- CURVE TABLE Cl DELTA RADIUS LENGTH C5 (90°00'00" 762.00' 1196.95' M&R13,M&R14) C7 (90000'00" 800.00' 1256.64' M&R14) VICINITY MAP AND GPS TIES (SEE SHEET 3) M LLQ Ho. 2022,4-00001 IH:17. Ho. O.R. ; (N89055'10"W' R13) M21-•, '- C5 __ --- (N89020'44"W M&R14) (157.01' M&R13, M&R14) __`., W LJ M21--' ; N LEGEND: M21 LLI_ I I °' `D C7 INDICATES FOUND MONUMENT AS NOTED. W -"" L147 PREMIER PLACE M21--' INDICATES GPS CONTROL STATION AS NOTED. J I BOUNDARY LINE L4 RIGHT OF WAY LINE I N TG�QC�T3£3gJ4 - CENTERLINE 00 ---------------i o --------------- EASEMENT LINE C.� E LOT M 30' STATE HIGHWAY RECORDED 1/8/1943 IN BOOK 569, PAGE 86, O.R. S CONVERGENCE ANGLE 0 =-00043'25.7" 0' 25' 50' 100' SCALE: 1 "=50' H.B. 696407-119 DETAIL "A" SCALE: 1" = 50' NOTES: SEE SHEET 2 FOR VICINITY MAP AND GPS TIES, BASIS OF BEARINGS, LEGEND, AND DETAIL "A". SEE SHEET 3 FOR BOUNDARY CONTROL SHEET, MONUMENT NOTES AND DETAILS "B", & "C". SEE SHEET 4 FOR SHEET INDEX MAP, SURVEYORS NOTES AND EASEMENT NOTES. SEE SHEETS 5 THROUGH 9 FOR LOTS AND EASEMENT DELINEATIONS. SEE SHEET 10 FOR DETAILS "D" THROUGH "J", INCLUSIVE. SEE SHEET 11 FOR DETAILS "K" AND "L". I a- EU � � N a; � N �3 w Q o _ ^ o 00 d- o --L4--- (D i N�3q'3 (SEE SHEET: 3) ADJACENT LOT LINE LINE TABLE L# BEARING LENGTH L4 (N89°19'56"W 30.00' M&R14) (N00°40'04"E 208.70' M&R14) L5 (N00°04'02"W 208.70' R13) L9 (N00040'04"E M&R14) (66.34' M&R13, M&R14) (NO0004'02"W R13) L14 (N89°20'44"W 157.00' M&R14) L15 (NO0040'04"E 28.34' M&R14) L16 (N00°40704"E 38.00' M&R14) (M&R#) INDICATES MEASURED & RECORD AS NOTED. (Rt) INDICATES RECORD DATA PER TRACT No. 28933-1, M.B. 300/47-52. (R2) INDICATES RECORD DATA PER TRACT No. 28910-3, M.B. 324/57759. (R3) INDICATES RECORD DATA PER TRACT No. 28910, M.B. 324/60-62. (R4) INDICATES RECORD DATA PER PARCEL MAP No. 30810, P.M.B. 205/1-4. (R5) INDICATES RECORD DATA PER TRACT No. 28933, M.B. 350/27-29. (R6) INDICATES RECORD DATA PER TRACT No. 28943, M.B. 426/17-21. (R7) INDICATES RECORD DATA PER PARCEL MAP No. 36400, P.M.B. 234/75-79. (R8) INDICATES RECORD DATA PER TRACT No. 32821-1, M.B. 440/46-49. (R9) INDICATES RECORD DATA PER TRACT No. 32821, M.B. 449/87-89. (R10) INDICATES RECORD DATA PER TRACT No. 30466-1, M.B. 398/58-61. (R11) INDICATES RECORD DATA PER TRACT No. 29334-1, M.B. 375/82-86. (R12) INDICATES RECORD DATA PER TRACT No. 31252-1, M.B. 434/42-49. (R13) INDICATES DATA PER LLA No. 2022-001, REC. 08/24/2022 AS INST. No. 2022-0370918, O.R. (R14) INDICATES RECORD DATA PER TRACT No. 38594, M.B. 494/87-115, CERTIFICATE OF CORRECTION, REC. 03/27/2025 AS DOC. No. 2025-0091412, O.R., CERTIFICATE OF CORRECTION, REC. 04/02/2025 AS DOC. No. 2025-0098469, O.R. AND CERTIFICATE OF CORRECTION, REC. 05/12/2025 AS DOC. No. 2025-0142611, O.R. (R15) INDICATES DATA PER CERTIFICATE OF CORRECTION, REC. 04/02/2025 AS DOC. No. 2025-0098469, O.R. ® INDICATES EXISTING EASEMENT PLOTTED (SEE EASEMENT NOTES ON SHEET 5 FOR DESCRIPTION) ® INDICATES DEDICATED OR RETAINED EASEMENT OFFERED PER THIS MAP. IN THE CITY OF EASTVALE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 3 OF 11 SHEETS 0 i N LINE TABLE L# BEARING LENGTH (N89°22'26"W 24.00' M&R14) L1 (N89054'26"E 24.00' R9) (NO0039'23"E 72.00' M&R14) L2 (NO0004'57"W 72.00' R9) L3 (N89°22'29"W 20.00' M&R14) (N00°40'04"E 208.70' M&R14) L5 (N00°04'02"W 208.70' R13) (N00°34'54"E 17.44' M&R14) L6 (NO0005'19"W 17.40'134,137) (N84019'00"W 66.42' M&R14) L7 (N85003'13"W 65.98' R7) L8 (NO0039'43"E 20.00' M&R14) (N89019'56"W 208.70' M&R14) L10 (N89055'58"E 208.70' R13) (N84019'00"W 423,94' M&R14) L11 (N85°03'13"W 425.17' R4) L12 (N89°20'44"W M&R14) (154.17'M&R13, M&R14) (N89°55'10"W R13) L13 (N00039'16"E M&R14) (282.86' M&R13, M&R14) (NO0004'50"E R13) L14 (N89020'44"W 157.00' M&R14) L15 (N00°39'16"E 229.86' M&R14) NOTES: BEING A SUBDIVISION OF PARCEL "B", OF LOT LINE ADJUSTMENT No. 2022-001, RECORDED AUGUST 24, 2022, AS INSTRUMENT No. 2022-0370918, OFFICIAL RECORDS, IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER, CALIFORNIA, LYING WITHIN SECTION 24, T.2S., R.7W., OF THE SECTIONALIZED SURVEY OF THE JURUPA RANCHO, AS SHOWN BY MAP ON FILE IN BOOK 9, PAGE 33, RECORDS OF SAN BERNARDINO COUNTY, STATE OF CALIFORNIA HUNSAKER AND ASSOCIATES, INC. - DECEMBER 2024 FOR CONDOMINUM PURPOSES C� N CURVE TABLE C# DELTA, RADIUS LENGTH C1 (05007'35" 3000.00' 268.42' M&R9,M&R14) C2 (05002'27" 3000.00' 263.94' M&R7, M&R14) C3 (69046'53" 838.00' 1020.61' M&R13, M&R14) C4 (00055'59" 838,00' 13.65' M&R14) 1196.95' M&R13)M&R14) C5 (90000'00" 762.00' C6 (70042'52" 838.00' 1034.26' M&R14) C7 (90000'00" 800.00' l256.64' M&R14) SEE SHEET 2 FOR VICINITY MAP AND CPS TIES, BASIS OF BEARINGS, LEGEND, AND DETAIL "A". SEE SHEET 3 FOR BOUNDARY CONTROL SHEET, MONUMENT NOTES AND DETAILS "B", & "C". SEE SHEET 4 FOR SHEET INDEX MAP, SURVEYORS NOTES AND EASEMENT NOTES. SEE SHEETS 5 THROUGH 9 FOR LOTS AND EASEMENT DELINEATIONS. SEE SHEET 10 FOR DETAILS "D" THROUGH "J", INCLUSIVE. SEE SHEET 11 FOR DETAILS 'Y' AND "L". 111 v-� 1 v 06 c6 � � 6�� -� U'� 00- � �t NN� O N cO O �O z o BOOTSMA M13 -''i' Y BOULEVARD of _1 Q Z f1 � >- W W 00 Q� Z N 0� m o00 ; O �.�j zo Cn W U DETAIL "C" NO SCALE MONUMENT NVTE5: M1 PT. 903 FD. 1" I.P. W/NAIL & TAG STAMPED "WEBB LS 5529", FLUSH PER CR19-0098. ACCEPTED AS CL INT. 58th STREET & SCHOLAR WAY. GRID = GROUND N: 2,303,696.000; E: 6,162,361.378; Z: 678.77 CONY. ANG.:-00°43'25.7" CF: 1.00000915 M2 FD. 1" I.P. W/NAIL & TAG STAMPED "LS 5529", FLUSH PER CR19-0098. ACCEPTED AS CENTER SECTION 24. M3 FD. 1" I.P., NO TAG, DN. 0.1' PER RIV. CO. TB 142/28. ACCEPTED AS CL INT. 58th STREET & WESTCHESTER WAY. A TAG STAMPED IS 7874" TO BE SET IN PIPE PER TRACT 38594, M.B. 494/87-115. M4 FD. 1" I.P. W/PLASTIC PLUG, ILLEGIBLE, DN. 0.2' PER RIV. CO. TB 142/31. ACCEPTED AS CL INT. 58th STREET & JAMESTOWN STREET. A TAG STAMPED "LS 7874" TO BE SET IN PIPE PER TRACT 38594, M.B. 494/87-115. M5 FD. 1" I.P. W/TAG STAMPED "RCE 16454", FLUSH PER RIV. CO. TB 119/80. ACCEPTED AS CL INT. 58th STREET & JUMPING FROG WAY. M6 PT. 17 FD. 1" I.P. W/TAG ILLEGIBLE, DN. 0.8' PER M.B. 398/58-61. ACCEPTED AS CL INT. 58th STREET & HAMNER AVENUE. A TAG STAMPED "LS 7874" TO BE SET IN PIPE PER TRACT 38594, M.B. 494/87-115. N: 2,303,667.734; E: 6,165,024.988 M7 FD. 1" I.P. W/PLASTIC PLUG, ILLEGIBLE, FLUSH PER RIV. CO. TB 145/78. ACCEPTED AS CL INT. HAMNER AVENUE & AMBERHILL AVENUE. A TAG STAMPED "LS 7874" TO BE SET IN PIPE PER TRACT 38594, M.B. 494/87-115. M8 FD. 1" I.P. W/TAG STAMPED "LS 5529", DN. 0.1' PER CR19-0097. ACCEPTED AS CL E.C. SCHOLAR WAY. M9 FD. 1" I.P. W/NAIL & TAG STAMPED "LS 5529", FLUSH PER CR19-0096. MONUMENT LIES N70041'49"E 0.12' FROM P.R.C. M10 FD. 1" I.P. W/NAIL & TAG STAMPED IS 5529", FLUSH PER CR19-0095 & M.B. 440/46-49, ACCEPTED AS CL INT. SCHOLAR WAY & TRACT BNDY. M11 FD. 1" I.P. W/NAIL & TAG STAMPED IS 5529", FLUSH PER CR19-0095. M12 FD. 1" I.P. W/NAIL & TAG STAMPED "LS 5529", FLUSH PER CR19-0094. ACCEPTED AS CL INT. SCHOLAR WAY & PRIMROSE ROAD. M13 FD. 1" I.P. W/NAIL & TAG STAMPED IS 5529", FLUSH PER CR19-0093. ACCEPTED AS CL INT. SCHOLAR WAY & TURNBERRY PLACE. M14 FD. 1" I.P. W/TAG, ILLEGIBLE, FLUSH (EASTERLY MONUMENT) PER CR19-0436. ACCEPTED AS BEING THE CL INT. LIMONITE AVENUE & MULAN STREET, (NORTH) PER M.B. 434/42-49. A TAG STAMPED IS 7874" TO BE SET IN PIPE PER TRACT 38594, M.B. 494/87-115. M15 SEARCHED, FD. NOTHING. EST. BY INTERSECTION FROM NORTH AND EAST MONUMENTS. A 1" I.P. W/TAG STAMPED IS 7874", FLUSH IN AC PVMT TO BE SET PER TRACT 38594, M.B. 494/87-115. M16 FD. 1" I.P. W/TAG STAMPED "LS 5529", FLUSH PER M.B. 382/75-78. M17 FD. 1" I.P. W/TAG STAMPED "WEBB LS 5529", FLUSH PER M.B. 426/17-21. ACCEPTED AS CL INT. LIMONITE AVENUE & ANJOU STREET. M18 FD. COPPERWELD STAMPED "RIV. CO. TRANSPORTATION", FLUSH PER P.M.B. 234/75-79. M19 FD. COPPERWELD STAMPED "RIV. CO. TRANSPORTATION", FLUSH PER CR19-0434 & P.M.B. 234/75-79. M20 FD. 1" I.P. W/PLASTIC PLUG STAMPED IS 5529", FLUSH PER P.M.B. 205/1-4. ACCEPTED AS CONSTRUCTION CL B.C. LIMONITE AVENUE. M21 A 1" I.P. W/TAG STAMPED "L.S. 7874", FLUSH, TO BE SET PER TRACT 38594, M.B. 494/87-115. IN THE CITY OF EASTVALE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 38595 BEING A SUBDIVISION OF PARCEL "B", OF LOT LINE ADJUSTMENT No. 2022-001, RECORDED AUGUST 24, 2022, AS t- INSTRUMENT No. 2022-0370918, OFFICIAL RECORDS, IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER, CALIFORNIA, c" LYING WITHIN SECTION 24, T.2S., R.7W., OF THE SECTIONALIZED SURVEY OF THE JURUPA RANCHO, AS SHOWN BY MAP ON FILE IN BOOK 9, PAGE 33, RECORDS OF SAN BERNARDINO COUNTY, STATE OF CALIFORNIA � HUNSAKER AND ASSOCIATES, INC. — DECEMBER 2024 L FOR CONDOMINUM PURPOSES 0 0 cV mace �o�� I �aac��' ������9 j. J U�v.I I ROSECLIFF �ZW oZVE U Q� coQ R JUMPING FROG�W/AY -ASHWELLMRYLAND---BRIDGEWATER D� R �flD��=E0 G 7=g�W-L D�-ag LOT "A" M.D. 9221Z097-99N�..D�.-fl�90g- 4vO�DC� 0=Q�3 - -58th ST. - - - I - _ _ _ LOT TRACT gem 58th ST. LLA 2ORZ-00001 H.A.P. LLLA 2002Z=00009 RECORDED 00@3 119D20026 DOCK. No. O.G. H.A.P. _ N.M._4"9D0(7ecl -G rcT 02022 -9 BOO TSMA - - -LIMONITE AVE. I - - (FORMERLYCLOVERDALE RD.) SHEET INDEX MAP SURVEYOR'S NOTES: INDICATES GPS CONTROL STATION AS NOTED. INDICATES FOUND MONUMENT AS NOTED. SFN INDICATES SEARCH, FOUND NOTHING, SET NOTHING. M# INDICATES MONUMENT NUMBER. (SEE MONUMENT NOTES ON SHEET 3) O INDICATES SET 1" I.P. W/BRASS TAG STAMPED IS 7874", FLUSH SET 1" I.P. W/BRASS TAG STAMPED IS 7874", FLUSH AT ALL LOT CORNERS, ANGLE POINTS IN SIDE OR REAR LOT LINES AND ANGLE POINTS IN SUBDIVISION BOUNDARY. SET LEAD & W/BRASS TAG STAMPED IS 7874", IN TOP OF CURB ON SIDE LOT LINE PROJECTED. SET LEAD & W/BRASS TAG STAMPED IS 7874", IN TOP OF CURB FOR B.C.'s, E.C.'s, P.C.C.'s, P.R.C.'s AND CORNER CUTBACKS PROJECTED PERPENDICULAR OR RADIAL FROM 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 ANY FOUND BOUNDARY CONTROL MONUMENTS DESTROYED DURING CONSTRUCTION OF THIS MAP WILL BE RESET AND TAGGED LS 7874. TRACT CL TIE SHEETS WILL BE PRESENTED TO THE CITY FOR INSPECTION AND APPROVAL AFTER THE STREETS HAVE BEEN CONSTRUCTED AND WITHIN 90 DAYS AFTER THE STREET IMPROVEMENTS HAVE BEEN APPROVED BY THE CITY, GROSS AREA: 39.13 ACRES DRAINAGE EASEMENT — NO BUILDING, OBSTRUCTIONS, OR ENCROACHMENTS BY LANDFILLS ARE ALLOWED. C.C.R.'s PER DOC. No. 2024-0272117, RECORDED SEPTEMBER 10, 2024, O.R. ® INDICATES SHEET NUMBER NUMBERED LOTS = 36 LETTERED LOTS = A THROUGH H NOTES: SEE SHEET 2 FOR VICINITY MAP AND GPS TIES, BASIS OF BEARINGS, LEGEND, AND DETAIL "A". SEE SHEET 3 FOR BOUNDARY CONTROL SHEET, MONUMENT NOTES AND DETAILS "B", & "C". SEE SHEET 4 FOR SHEET INDEX MAP, SURVEYORS NOTES AND EASEMENT NOTES. SEE SHEETS 5 THROUGH 9 FOR LOTS AND EASEMENT DELINEATIONS. SEE SHEET 10 FOR DETAILS "D" THROUGH "J", INCLUSIVE. SEE SHEET 11 FOR DETAILS "K" AND "L". SHEET 4 OF 11 SHEETS 10, CONVERGENCE ANGLE 0 =—00043'25.7" 0' 150' 300' 600' SCALE: 1 "=300' PMC EL NZ%P 18006100 p.M.D. 201§D9-4 P.M.E. 21100 D 60—u EASEMENT NOTES: ® PLOTTED EXISTING EASEMENT AS NOTED. ® PLOTTED EASEMENTS OFFERED FOR DEDICATED, OR RETAINED PER THIS MAP AS NOTED. �1 AN EASEMENT FOR UTILITIES AND INCIDENTAL PURPOSES IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, RECORDED OCTOBER 23, 1967 AS INST. No. 93222, OF OFFICIAL RECORDS. O AN EASEMENT FOR STREET, UTILITY AND INCIDENTAL PURPOSES IN FAVOR OF THE CITY OF EASTVALE SUCCESSOR IN INTEREST TO THE COUNTY OF RIVERSIDE, RECORDED APRIL 25, 2000 AS INST. No. 2000-152879, OF OFFICIAL RECORDS. �3 AN EASEMENT FOR UTILITIES AND INCIDENTAL PURPOSES IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, RECORDED DECEMBER 19, 2000 AS INST. No. 2000-503786, OF OFFICIAL RECORDS. TO BE QUITCLAIMED BY SEPARATE DOCUMENT. ® AN EASEMENT FOR PUBLIC ROAD AND DRAINAGE, INCLUDING PUBLIC UTILITY AND PUBLIC SERVICES AND INCIDENTAL PURPOSES IN FAVOR OF THE CITY OF EASTVALE, SUCCESSOR IN INTEREST TO THE COUNTY OF RIVERSIDE, RECORDED JANUARY 15, 2002 AS INST. No. 2002-025215, OF OFFICIAL RECORDS. O AN EASEMENT TO CONSTRUCT, RECONSTRUCT, INSTALL, REPLACE, REMOVE, REPAIR, ALTER, OPERATE, MAINTAIN, INSPECT, AND UTILIZE A SEWER PIPELINE OR PIPELINES AND INCIDENTAL PURPOSES IN FAVOR OF JURUPA COMMUNITY SERVICES DISTRICT OF RIVERSIDE COUNTY, RECORDED APRIL 5, 2012 AS INST. No. 2012-0156067, OF OFFICIAL RECORDS. © AN EASEMENT TO CONSTRUCT, RECONSTRUCT, INSTALL, REPLACE, REMOVE, REPAIR, ALTER, OPERATE, MAINTAIN, INSPECT, AND UTILIZE A WATER PIPELINE OR PIPELINES AND INCIDENTAL PURPOSES IN FAVOR OF CHINO BASIN DESALTER AUTHORITY, RECORDED JULY 3, 2012 AS INST. No. 2012-0310822, OF OFFICIAL RECORDS. O AN EASEMENT FOR PUBLIC ACCESS PURPOSES, AS DEDICATED AND SHOWN HEREON. ® AN EASEMENT OVER THE PRIVATE STREETS FOR RECIPROCAL ACCESS AND DRAINAGE PURPOSES, RETAINED HEREON. O9 AN EASEMENT FOR PUBLIC UTILITY PURPOSES, AS DEDICATED AND SHOWN HEREON. 10 AN EASEMENT FOR PUBLIC DRAINAGE PURPOSES IN FAVOR OF THE CITY OF EASTVALE AS DEDICATED AND SHOWN HEREON. 11 AN EASEMENT FOR THE RIGHT OF INGRESS AND EGRESS FOR SERVICE AND EMERGENCY VEHICLES, IN FAVOR OF THE CITY OF EASTVALE AS DEDICATED AND SHOWN HEREON. 12 AN EASEMENT FOR PUBLIC PARK PURPOSES OVER LOT "C" IN FAVOR OF THE CITY OF EASTVALE AS DEDICATED AND SHOWN HEREON. IN THE CITY OF EASTVALE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 5 OF 11 SHEETS cl), TRACT NO. 38595 a BEING A SUBDIVISION OF PARCEL "B", OF LOT LINE ADJUSTMENT No. 2022-001, RECORDED AUGUST 24, 2022, AS INSTRUMENT No. 2022-0370918, OFFICIAL RECORDS, IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER, CALIFORNIA, LYING WITHIN SECTION 24, T.2S., R.7W., OF THE SECTIONALIZED SURVEY OF THE JURUPA RANCHO, AS SHOWN BY MAP ON FILE IN BOOK 9, PAGE 33, RECORDS OF SAN BERNARDINO COUNTY, STATE OF CALIFORNIA HUNSAKER AND ASSOCIATES, INC. - DECEMBER 2024 0 FOR CONDOMINUM PURPOSES cV z H.B. 191'U97=9g 37' RW PER TRACT 28910-3, M M.B. 324/57-59. 37' RW PER TRACT 28910-3, M.B. 324 57-59. � _ -"" ll., (N89°23'32"W M&R14) 995.46' / M5 (N89°23'32"W M&R14) (975.46 M&R13) 2 287.42' SBth ST --' 's- - - - o Q, f 38.00 .` .- 52.95 » ' -- 249.42' _ „ O _ I _ 11 ---------ii ```-- ------µp--uo ' LOT E PUBLIC STREET ' 688.04' -- -- - ti---- --oo------------------------------------ C-----------)-----------------937.46'- rn o _ -------------------------=----------------N89°23'32"W 820.46'----------=----------_--------o = - - ----_ - ----- -------------- _----------� -------------------------------------------------_- - - ---- - --- �-------------- -- --------------------------------- o rn ' oo 1 o � �' "' N 3' LOT A - (OPEN SPACE/PUBLIC PARK) ., - 3- 38,470 SQ. FT. 1 N _ 3.88' 6' .' N89°23'32"W 832.45' " 174.04' -- " 229.04' - --� 38.00' --'! \ -- 38.00' T'-;' 3 356.04' --- u-) u rl-2 7 38' 38' 8 11 °o m w 76' RW 9 o 17,283 SQ. FT. I 24 o 0 z o N89°20'44"W 647.24' =�, JZ�P) N89 20'44"W 680.24'-- --22,632 SQ. FT. N; "- 95.16' - 229.04' 7 8 9 11 356.04' --.- 31.00'11, LO 62 o n 00Ln 1 1 1 1 31 -------o--------- co N892044 W 60.50 ---W-------- ---- - --o N82044'W 100.50N89 2044' 119,24' ` ,'� F o 13' --- k N ;' 24 ; (I 24' zi L11-I J �- -- DI zo 31' `.o _ ; co 3 r, 7 0 co °° 35,888 SQ. FT. oo 0-)1 O 8 ico o i IM r71 IM 'R s'f 11 I� ZI IZ OI 10 Fes-Ln ;%� ao m V 13' 31' o W w U `�; Z------� W 00 ��i 7 i � C6 I-_L3__-. 00 `L3" cN Lti to '17 ¢'1N89�20'44"W '� N -„--"- ; N89°20'44"W 679.24' N C� " ki-------- G N = - - y 339.62' - - --- 1 - - 339.62' `13' o `L4' ap- (N89°20'44"W 78.87' -- 1 IJ w W �Q �0%4��000�1 W L� 0 0Lcif_- 40.87' o� 31 { o �loQopo------- 0 W bo `�' '--N89°20'44"W-- .\O o o %,./ e co o z '� y 7 Z to I I 1 1 I �F,C4 13' 1N o w ri; ,ri N N Ln 1.064 ACRES �; a, (SEE DETAIL �, M; M ffDlf ON of Cl C, M o o I CD 31' zl z z z SHEET 10) I I L4_, Ll J CD o 24' ! 24' ; o o`"o 'so of 1 l i 1 o �� 15,748 SQ. FT. n; o ��` _ ,--- N89°20'44"W 60.50' - N89°20'44"W 100,50'-----_ _ ° _ c.;� r � ao 0o d ;-K------------ --- �t--'c, c9 I--------------------'+'G� �d�'--------N8920'44"W 119,24' l-- �` ------ --------------- rn 00 CCo. Co 'b 1.00 - 1 M M 339.62' M --�--339.62' m `�' % `-`-- 8 11 269.00' -- 411.24' --- °O o o T r� a I - 7 9 N89°20'44"W 680.24' "' ' w o o b�l � (:? k.--- ----------- 7 9 11 -------------------- 7 z a "' N89°20'44"W 221.00' ---, _, �, ------ o------------ co 00 o of ^ %k ��-� G,' -- _ _y-- z o N89 20'44"W 438.88' M z l w I ai N86°19'25"W o------ o Q, i- Z o 9 % L4-maCD c,`° 8 I 7 9 11 Z 21,340 SQ. FT. w; ' 7 0 12 12,I� ------j0 �1 w !' z 31' 31' m s ----- 77.87' N89°20'44"W 832.35' 1 4 c� ; o 269.00' - - z 485.48' 158.10' 157.77' 62.00' --� o - _ 133.52' I� 'j -- 3838' - - 76' RW 7 9 11 LOT O T99 C 99 u 17 [PUIM OCR pG°aG M ( SEE SHEET 8) ( SEE SHEET 7 ) N �% HUNSAKER E 0, CONVERGENCE ANGLE 0 =-00043'25.7" 0' 20' 40' 80' SCALE: 1 "=40' NOTES: SEE SHEET 2 FOR VICINITY MAP AND GPS TIES, BASIS OF BEARINGS, LEGEND, AND DETAIL "A". SEE SHEET 3 FOR BOUNDARY CONTROL SHEET, MONUMENT NOTES AND DETAILS "B", & "C". SEE SHEET 4 FOR SHEET INDEX MAP, SURVEYORS NOTES AND EASEMENT NOTES. SEE SHEETS 5 THROUGH 9 FOR LOTS AND EASEMENT DELINEATIONS. SEE SHEET 10 FOR DETAILS "D" THROUGH "J", INCLUSIVE. SEE SHEET 11 FOR DETAILS "K" AND 1". CURVE DATA C# DELTA RADIUS LENGTH Ct 11032'13" 25.00' 5.03' C2 90000,00" 20.00' 31,42' C3 90000'00" 5.00' 7.85' C4 86058'41" 18.00' 27.33' C5 93001'19" 2.00' 3.25' C6 90000'00" 2.00' 3.14' C7 90000,00" 18.00' 28.27' C8 90*00,00" 10.00' 15.71' LINE DATA L# BEARING LENGTH L1 N45038'58"E 21.17' L2 N00036'28"E 7.16' L3 N89020'44"W 24.00' L4 N89020'44"W 16.00' L5 N00039'16"E 13.00, L10 N00039'16"E 16.00' Lll N89020'44"W 13.00' L12 N00039'16"E 7.17' L16 N00039'l6"E 5.00' L18 N00039'16"E 1.34' L19 N89020'44"W 15.98' IN THE CITY OF EASTVALE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 6 OF 11 SHEETS O 0 C-4 TRACT NO. 38595 BEING A SUBDIVISION OF PARCEL. "B", OF LOT LINE ADJUSTMENT No. 2022-001, RECORDED AUGUST 24, 2022, AS a INSTRUMENT No. 2022-0370918, OFFICIAL RECORDS, IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER, CALIFORNIA, LYING WITHIN SECTION 24, T.2S., R.7W., OF THE SECTIONALIZED SURVEY OF THE JURUPA RANCHO, AS SHOWN BY MAP ON FILE IN BOOK 9, PAGE 33, RECORDS OF SAN BERNARDINO COUNTY, STATE OF CALIFORNIA HUNSAKER AND ASSOCIATES, INC. - DECEMBER 2024 O FOR CONDOMINUM PURPOSES 66 I ui 1 cl- 66' RW PER TRACT 28910-1, M.B. 302/73-75. V' r- (n Q pj 37' RW PER TRACT 28910-3, 37' RW PER TRACT 28910-3, � d f--- M 2 M.B. 324/57-59. (N89°23'32"W M&R14) 995.46' (N89° 23'3(N M&R14) (975.46 M&R13) M.B. 324/57-59. M -----cy-_-_- Ln 58th ST. 2 688.04' �n M6 -- - - ------------- LOT-_E _- (PUBLIC _STREET) ----------s37.4s'---------------o o; `- -- 64.05' -- - -------------- =� - - ------------------------------------�-- N8 3'32"W 820.46'-------------------------- -- -o ------------ -------- - ----------- =T 00 - -�-,r -----------_-- T -- --� - ;, ------ - -------- -_-�______________________________________-__ '- - LOT "A" (OPEN SPACE/PUBLIC PARK) - ---------- - ------ �----r_-_-_-_---~-- O � OI N 38,470 SQ. FT. o N89023'32"W 832,45' i o --- 229.04' -- ' -- 356.04' 73.33' a --- 47.00' --20.00.;, 1 _ --L3 - 67.00' \ =-----'� 1 37' ,O r- ,,; 47' w 4 20, 26,950 SQ. FT. Lio I I h O CDzl 7 9 11 0 N89°20'44"W 647,24' o ------------------------------------------------------------------ ffic Z ---- -------------------------------- -- 229.04' -_ _ N89°20'44"W 680.24' M _ 356.04' --- 339.62' � 7 8 9 11 8 11 31.00' -1.00' -- ------------------------- _ 339.62' 7 9 -� N89°20'44"W 119.24' -- , c� �/ 4,-----N89°20'44"W 100 0-' ---- 4-, &) ��, a ,-- --o---,------- .i �, g 1 N89 20'44' W 60.50' > 1 , I M 24 ( 24' 24'`, 13 � 1 I I� Ja'i L11� IVY- co �I ; L4 V A os i ` oo rn w 5 00 w o f 31 i Vh O Co co10 35,888 SQ. FT. ^ 0 23,628 SQ. FT. ^ p o ' h Y Lf)o al Io of I wl Imo- O IZ ZI Z O IC) ital 10 Q zl z a l c I i t , MI 10 W L_ 1I� 'rI 31 -------------- zl 13' iw o J W------ y' of m _-" `v ( N89°20'44"W 679.24' L3 r` -L4' C6 i in -- 339.62' -- 339.62' --- I o v u W o w La---G�! 1 N cn o r------� ---L3- -L3- L4 w Z � LLj I' O , I; �I I; 31' 006 I ' p l p l Z c) I L' I IN N IN >TI IO �' I w l O 1 lfj to 00 0) � �O w $ ^ 0 00 � I cD O W 00 CS') W W w I C D J `� 1.064 ACRES 0O �' o � L pr, I_- O c0 r; IM o l IM 10 o l to IZ ZI lO CD IO I I I I Z Z I I Z 31I 1 , ' ' I C6 w 1 24' 1 24' 1- 13' o C) c N89020'44"W 119,24' - N89°20'44"W 100.50' -- c � ° 8 �"---------------- --------------- i ' G� �'� I --------------- •t-- C c9 f ---N - 20'44"W---- `� - � o -- N89 20'44"W - z F-- 339.62' �, 339.62' , M=-----------_'� rn I -- . `! 45.64' 31' �8, N89 20'44"W 680.24' 8 9 11 _------' ' `-N89°20'44"W 74.26 ;N pk.---------------------------------------------------- ----- -- -------------------------------------- - o--------------- ----N89°20'44"W 438.88' N86°19'25"W - 0 ,^--P.C.C. --- �+ _-:� co 7 _ o I r7 r O I 0j 31' 38,440 SQ. FT. 0o 0 wt z �I ml o I 4-- z N89020'44"W 832.35' -41 ---I --62.00'C6 133.52' -- _L4_ 26' 17 ( 07 99C99 7 9 11 CURVE DATA LINE DATA C# DELTA RADIUS LENGTH C3 90000'00" 5.00' 7.85' C4 86058'41" 18.00' 27.33' C5 93001'19" 2.00' 3.25' C6 90000'00" 2.00' 3.14' C7 90°00'00" 18.00' 28.27' C8 90000,00" 10.00' 15.71' NOTES: L# BEARING LENGTH L3 N89020'44"W 24.00' L4 N89020'44"W 16.00' L5 N00039'16"E 13.00' L9 N25056'28"W 38.03' L10 N00039'16"E 16.00' L11 N89020'44"W 13.00' L12 N00°39'16"E 7.17' L16 N00039'16"E 5.00' L17 NO0039'16"E 24.00' 1-19 N89020'44"W 15.98' L26 N00039'16"E 2.00' SEE SHEET 2 FOR VICINITY MAP AND GPS TIES, BASIS OF BEARINGS, LEGEND, AND DETAIL "A". SEE SHEET 3 FOR BOUNDARY CONTROL SHEET, MONUMENT NOTES AND DETAILS "B", & "C". SEE SHEET 4 FOR SHEET INDEX MAP, SURVEYORS NOTES AND EASEMENT NOTES. SEE SHEETS 5 THROUGH 9 FOR LOTS AND EASEMENT DELINEATIONS. SEE SHEET 10 FOR DETAILS "D" THROUGH "J", INCLUSIVE. SEE SHEET 11 FOR DETAILS 11K" AND 11L". 485.48' 160.44 ( SEE SHEET 7 ) 160.53' �Q9 to 20' ii AA O O z a w LLj rn of O r7,00 O O 04 N � 0 m w O O O O u I 37' 47' 20' 67' I 127' RW I I � � i 1 c.> w NQ5 E CONVERGENCE ANGLE 0 =-00043'25.7" 0' 20' 40' 80' SCALE: 1 "=40' w w r2 60' --\-O-qp IN THE CITY OF EASTVALE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 7 OF 11 SHEETS NOTES: I TRACT NO, 38595 SEE SHEET 2 FOR VICINITY MAP AND GPS TIES, BASIS OF n (; BEARINGS, LEGEND, AND DETAIL "A BEING A SUBDIVISION OF PARCEL B , OF LOT LINE ADJUSTMENT No. 2022-001, RECORDED AUGUST 24, 2022, AS !� SEE SHEET 3 FOR BOUNDARY CONTROL SHEET, INSTRUMENT No. 2022-0370918, OFFICIAL RECORDS, IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER, CALIFORNIA, MONUMENT NOTES AND DETAILS "B", & "c". LYING WITHIN SECTION 24, T.2S., R.7W., OF THE SECTIONALIZED SURVEY OF THE JURUPA RANCHO, AS SHOWN BY MAP SEE SHEET 4 FOR SHEET INDEX MAP, SURVEYORS NOTES ON FILE IN BOOK 9, PAGE 33, RECORDS OF SAN BERNARDINO COUNTY, STATE OF CALIFORNIA S- AND EASEMENT NOTES, HUNSAKER AND ASSOCIATES, INC. - DECEMBER 2024 Q SEE SHEETS 5 THROUGH 9 FOR LOTS AND EASEMENT C4 DELINEATIONS. FOR CONDOMINUM PURPOSES 40 SEE SHEET 10 FOR DETAILS "D" THROUGH "J", INCLUSIVE. SEE SHEET 11 FOR DETAILS "K" AND "L". ( SEE SHEET 6 ) g' ' -- ---- I N89020'44"W 832.35' 3747' I _ I - 62.00' 485.48' -- 20' _ GAO - - - \'' `-- 133.52' % - 160.44' ---' - 20' 67'1 60' N `_L4' ! 1 1 160.53' - - +� 26, C6" _L4. 12 BLANKET IN NATURE TO LOT "C"1127' RW I o LOT "C" 8 (OPEN SPACE/PUBLIC PARK) 7 9 11 w w o 5 6 W � 9,836 SQ. FT. 26 �' N a- In a ui 14,459 SQ. FT. 25 o z o o a' 17,185 SO. FT. O h Z h M h Z i CD cD (n Goo L4 _ `, - N89020'44"W 79.79' --_ \ Z ai In i m -- 53.67' - N89 20'44"W 306.50' wui --------------------------- N89°20'44"W --'% "`, N89020'44"W 7.05'-'==- % , 7 8 9 11 N89°20'44"W 223.25'------_---------------#N0 ------------- CD -- 0 __ 153.46' - - M 69.79' - i o o- - CD 1336.00' J - ---- ,�;j 23.00: L29izz 110.00' 113.25' w oN89°20'44"W ; 164.25' '-' cl J "'IOL11 _---, 1 L11 J 44"W 54.00' --, ---� L30 -L4-' I" ` o 1 00 m0'i 47' 2 O ,Q. . 20' s7' 60'g RW N �; 127' 2 , ; r ' 24 ; 20' z t3' -- I N89020'44"W 00 97.00' 29,130 SQ. FT. i Y O I t0 N I I � I W ' M N N J O m I C)b t. Ic I Cj I N W N 1 fD I " Q. ' I rn 13' 13' I M i - ° N89 20'44"W 99.83' N I CTf o z ', ; `D o �; -- N89°20'44"W 87.35' C ) - C.'J ; ; -aW. N89020'44"W 84.67' -- ;e z o ! 13 ,' 13 00 � � Cl o ^r I i' , Z O I M i� d- Lu Op M 00 d' , Z I J ,.�j In O o 00 i CD%.--- N89020'44"W 113.25' - '`, 13 ! C)00 I I M I 1 28 I I cDW h WI 25,872 SQ. � FT. O Q w ', M I I I CDO O z ZI I i I M`" O CD , , J ZI 26' in 20' % - N89°20'44"W 99.83' -_ h o 23 o 'co �' M , 13 19 302 SQ. FT. , I -- , N89 20'44"W 84.00' ' I I 13' Q I , Iw ; I M � 00 ° ,L11., --- - - - N8------ °. ; 116.00' --_ L11, " o � J W oo rn o ��,. ; `� o N89°20'44' W -' ;' i rn Z w I '� 5�' Q' o -; 3.87' �i i- i W W Z o Cj` - ,L38_�}�M 7 9 11,L34, G1 0 o i i Q ----- - - --- J 100.8T --- - 109.38' 6 M ; U -� 00 26' - 1 I o-- 41.00' _ --o I 'ROO ;, J' 31.00';13' ' � m (� o N f - -4-39 -" --- r' M N89°20'44"W 210.25' 105.38' � � ----- - CL �. 1 rn W c i __ 48.87' - _ _ (/� I r; 29 -- N89°20'44"W -- c ti - G - ° -- N89 20'44"W _ -- 164.6T -,1 r 27,479 SQ. FT. I 24' \� N rn I = W �'� 169.92' - ' - --- N89020'44"W 352.67' "' t'---'": ; 1 i ; ! 24' 22 o M -------- o--- "W 316---- -- N89 20'44"W 316.00' -- a' 15' 15' NI 24,459 SQ. FT.co C, z w ; -� o 10 d'I N i� co I O 1 I O � iw �+ C)I � �i I O I i I O Z v W 00 00 m - ° ��' (SEE DETAIL ' E' z 57' 20' 77' I 60' z M; o 00 z; ON SHEET r10) 11 ,37' RW S27°48'3 z' z _- { - L3-= R i� S79 R -- . CD 204.70' D ; 1 15' -L3- - -- -- - -- -- --- - --- ---- -- 15' pD 77.00 - 189.00' ---- --- 169.92' `' - �' -- 189.20'-- C1 �12= 173.50' 588.86' 16.88' 15.5115.51� `16.88" ` -- 156.61' N89020'44"W 810,25' 001 SEE M LOT "H" - (PUBLIC STREET) ( DETAIL to F" M06 4 CIVITA PARKWAY ON SHEET 10) -9.98' I , , .99 81N89020'44"W 957.24' (SEE DETAIL f'G'f - - -- 9300 8401' - M ON SHEET 10 M o -- N89020'44"W 820.22' 00 0 -- -- 321.98, --- --- I I � 150.50' --- - 115.61' - .16.88', .--- 31.01' - 16.88'. ,- 141.60' ---- "' 132.49' 30C16- t158.48' -- 25.00'7 7 61 7 9 11 N79°'_�'; �1 w_ . -7 7°4831,.w --------- - '�' O -- ---' -- w o m RqD `-j 67.00 -- �I Im ^ MILD (0 �l,M') Mltn OIM MIS » » , 47' 20' cn w LOT B z t ? 60' o o _L57' 30 OPEN SPACE PUBLIC PARK s7'I 1 0 'I 34 ( / ) _ 112 '' RW ii I' r I ; 1I ,I I , I u) I o 18,546 SQ. FT. 0 41,84 0 SQ. FT. --- N89020'01"W -- '� _ N89020'01"W - 18 Z__ N89 20'01"W 112.50' 'cV �2 89°20' ---------- _, �5 �� k ---------- 6, ---- ---- -- 902 '"----N----Ot"W 84.97' - C --- 46.50' c, S 48.50' G----------------- - I _------- 8 - 115.00'. ! --- 116.50' N N 7 9 t1 N 8 N89°20'01"W 131.50' ---; N N , M ------------- �c�S c,`� k_---------- - - �i �`� .- 48.00' ---' c v �0 43.97' 9 11 CD - N89°20'O1" 106.00' '� S -------'- ^_ 6 106.00' ---------_-_' 7 8 11 C7'--N89°20'Ot"W �r N89020'01"W N89°2001 W !1 , C\� ;'I`,i i 1`'i N i;``r i;`, N ;� 9 'I \'' 1h WI Iw h WI , f IW h IJ JI r', 26' _ �W cnI- Im Ir �-- --- --- -- --- -- M I '�' 33 N89°20'01 "W 72.00' --- - Li1 M1c0 cOIM �I- IM `� l o 9,893 SQ. FT. o o ZI IZ R ZI IZ Cal ;O 8 Z r i i 10 p OIL IZ 7 9 11 L49- `,'; 9 11 z Z 1 ; i _-11 - f-- 135.50' 131.50' 227.49' N89020'44"W 832.19' ( LINE DATA LINE DATA LINE DATA SEE SHEET 9 CURVE DATA L# BEARING LENGTH L3 N89020'44"W 24.00' L4 N89°20'44"W 16.00' L5 N00039'16"E 13.00' L10 N00039'16"E 16.00' L11 N89020'44"W 13.00' L17 N00039'16"E 24.00' L27 N00°39'16"E 29.00' L28 N00039'16"E 27.00' L29 N89020'44"W 2.24' L30 N89020'44"W 90.71' Lj BEARING LENGTH L31 N89020'44"W 5.01' L32 N00039'16"E 27.50' L33 N49014'18"E 22.67' L34 N89020'44"W 14.38' L35 N00039'16"E 31.00' L38 N89020'44"W 13.87' L49 N89020'01"W 24.00' L51 N00°39'59"E 16.00' L57 N89020'01"W 18.00' L58 N89020'01"W 26.00' L# BEARING LENGTH L59 N44020'05"W 31.11' L60 N00039'16"E 34.25' L61 N47054'52"W 22.67' N� W E 0' 20' 40' 80, S CONVERGENCE ANGLE SCALE: 1"=40' G=-00043'25.7" C# DELTA RADIUS LENGTH Cl 11032'13" 25.00' 5.03' C2 90000,00" 20.00' 31.42' C3 90000'00" 5.00' 7.85' C6 90100'00" 2.00' 3.14' C7 90000'00" 18.00' 28.27' C8 90°00'00" 10.00' 15.71' C12 11032'14" 25.00' 5.03' C15 90000'00" 4.00' 6.28' C16 11 031'30" 25.00' 5.03' C17 11032'56" 25.00' 5.04' r ' 20' h O N co W 'D 0 0 d- 0 z 00 0 20' 1� O 0 z w I W 1 � I N h I (n Q m �g- 0 I I I I � � I I 6 I I I p� I O 37' tOD _�I 47' ; 20' M 6]27';RW 60' i t t i IN THE CITY OF EASTVALE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 8 OF 11 SHEETS „oTEs: TRACT NO. 38595 SEE SHEET 2 FOR VICINITY MAP AND GPS TIES, BASIS OF BEING A SUBDIVISION OF PARCEL "B", OF LOT LINE ADJUSTMENT No. 2022-001, RECORDED AUGUST 24, 2022, AS BEARINGS, LEGEND, AND DETAIL "A". INSTRUMENT No. 2022-0370918, OFFICIAL RECORDS, IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER, CALIFORNIA, SEE SHEET 3 FOR BOUNDARY CONTROL SHEET, MONUMENT LYING WITHIN SECTION 24, T.2S., R.7W., OF THE SECTIONALIZED SURVEY OF THE JURUPA RANCHO, AS SHOWN BY MAP NOTES AND DETAILS "B", "c". I SEE SHEET 4 FOR SHEET INDEX MAP, SURVEYORS NOTES ON FILE IN BOOK 9, PAGE 33, RECORDS OF SAN BERNARDINO COUNTY, STATE OF CALIFORNIA AND EASEMENT NOTES. HUNSAKER AND ASSOCIATES, INC. - DECEMBER 2024 SEE SHEETS 5 THROUGH 9 FOR LOTS AND EASEMENT DELINEATIONS. FOR C O N D O M I N U M PURPOSES w 4 W SEE SHEET 10 FOR DETAILS "D" THROUGH "J", INCLUSIVE. SEE SHEET 11 FOR DETAILS "K" AND "L". ( SEE SHEET 5 ( SEE SHEET 6 ) r �I Z�1 31' z 31' z g 77.87' -- N89020'44"W 832.35' .--- 269.00' y - p - 158.10' 157.7T 485.48' C652.00' --' 0 133.52' J L26 C6-= `L4 26 `L4'; L0 1( 99C99 Q 38' 38' � L4 7 9 ocC6 r WPM 5pQCrl[D �l 76' RW co 06� 8 11 o o 0 00 J 62' W PUIM �C� pQG,3G�� W 18 W W N 13,882 SQ. FT. o, 20 �,to `" 19,788 SQ. FT. o o '"L4 66' S89°20'44"E o 0 0 N z Lq Z P.C.C. z Z ' N89020'44"W 308.00' 44 �- ------------ ---------------------- -------- -- L L11 ° --- N89°20'44"W 188.70' �, -'--- N89020'44"W N00 39'16"E a' 157.70' (� ---- - --- N --- 31.00'-== 3.70'-r-' `; _ Q N P.C.C. �I L23 „ 185.00' -; J �*, 8 '�6 78911 - 11 -� =--o--------- , c �,----------------- 7 yi _ ; o ' c9., 1 N89 20'44"W 55.00' G, -°c� 0 13' �, 9 I 26' c, b o `N89 2044"W 55.00'---' , 17 f - - = N 00'I C6 ---N89 20'44"W 54.00'---; 24' Wi N89°20'44"W---' JI L4_--------- _ ----" I .:- 18,802 SQ. FT. N8902044"W 161.87i`, 44' i %1 `-L4-- I" W�f L c' O ^^ o f.L O `- IN O0 1(0 (�/-L/ I� 00 c) Ir "iI I" I 't �I O 106 �- r�7 I\ W O •- 1 I O ^,ram N lC� w `� w W 26,270 SQ. FT. o IW I M M �I iC0 O� I CN V O 21 i� i� �� Q)I I� �I W Q _ 20,653 SQ. FT. m ; Zcn m m = o io z io -I oo rn o LO 17 of v 00 r> i z G`O -- L4' y' i z o f oo rn w w_ �co c; -C6 zl Z 00 0 d o m� tea' --- - oo rn o w �i� �- r ``L4 `-I, �o � t 'n � d- ,,�'-� � � I I � 31 ' I ,� °� 0a) 00 W ° 00 1 _ ; I 1 I , 0o z _ 44' .. o L3 _ M Ii/ _----- 185.00' C6 ,ai 83.00'-- L4 -, ^ - ,: a 13 ' _ ---- W 188.00' -- ' --- 80.00' - N890 20'44"W 268.00' __-- '� l 13 I z 1 1 «i 7 �.------� 13' -- ' N89°20'44"W 84.67' --'% oc�' I,.' I ' to it --L3- I`, II cri' I i i 61 III 89020'44"W- CD II i wr00 +�2 N13' 26' C)' n C6 00 rn U, `L4' - 4: o� ''--N89 20'44"W-' c� i o I co o I o cq , ari r; r d Z 7 O I� NI IN '.\ 14, �I I� t - , O 1 LJI w4, 31,103 SQ. FT. ;� W 16 p}- W �, M 1 26,449 SQ. FT. 13' o C7,CP c0 MI M OI C.I 1 C. I 1 O M Z O m CD 00 (SEE DETAIL N z 00;z Z ;Z z s� "H" ON I 44' I; I I I 1 0G. SHEET 10) L4_,I; ° Q ` Tn - --N89 20'44"W 54.00'- _-- N89020'44"W 99.00' - I ° -------- � �' -= J -- 24'--- ---- --------------- -=`� ; I I ---N89 20'44"W- CD 12 001 0 of oio ol0 26' ;r--_-----,- _. 00 °O L441 „L41 d I v b 41.00 - o 17,811 SQ. FT. WI 13' o; c;� ;�" 7 8 11 "'; �I� _ 7 8 11 i C6 188.00' G06�� 9 M C6-z: " ' G� 0 j � N :=' L39 m 28.00' ' - ih G ^ o o 29.00' - - 164.6T 01 r, 153.75' - ; - 169.92' - 38' 38' z 1 p - N89020'44"W I 352.67' ------------------------------------------------------- ---- ---------------------------- 76' RW i 24' - o N89020'44"W 316.00' _ - r ---T�---- 0 0 L42 00 04 co J r a 1 1 1 7 8 11 13 15 0 9 11,993 SQ. FT. 00 13,254 SO. FT. r 42' ; o a Q --(38.00'M&R14)- ;--(38.00'M&R14)-Aa4 F-- _` CD'`z L47 Q6 --L3---' r •-M21 M21 "," 1 d- _ 92.87' _ _ 153.75' - 169.92' -- - 189.20'.70' --� PUBLIC STREET -- 588.86' ( ) N89°20'44"W 810.25' CIVITA --� LOT H - (PUBLIC STREET) °° v M PARKWAY NO � M Co A421 --- 53.00' CIVITA PARKWAY M (FORMERLY i (38.00'M&R14)i5.00' SEE DETAIL "I" - - 81N89°20'44"W 957.24' EASTWALK � ( r PARKWAY) m CO PO ON SHEET 10) 7 00 0 o a f "" ---- 182.24 N89020'44"W 820.22' M - -- 140.50' _ 122.85' --- 150.50' v - - 16.88'_ -- 31.01' -- 135.11' 00 I _� =' C13 C18--' - ! �°� .- - - - -L49.� ° .N77° I I '`�38.00'M&R14)---,' N79- 1 � _ 1 .8'24"W \ `- L49 `'; i`, ; �;'~L49-' c R �I o AD' 38' 38' w w min �i r b' a) m o 10b J d- _ W 76' RW nq'' 10 `nIM M1� olr7 r nip �I n o°I o, M r -I' Z l i �' W M IS•'') n b° n n -a> W OI I� ',' to iV�' Flo thicp rplM O I O O - - -L71 i z z 'F a' z o L56----- 01 o ,L57- rn O , I, , I, t!-JI �j to I i ; I I 'I )I '� N89 20'01'W c� -- N89 20'Ol"W - '� -- N89°20'Ol"W --_J C6N89°20'Ol°W - �` - N89°20'Ot"yy _ �i o _-_J- N89°20'Ol'W - - z ° n - 8'-"'� o 00 W `, _---47.04' -- G�� ��s --- - - G g ,- -- �5 �� :------------, �� -- --- 0'01"W -�+ h c "---------- - ` 1 z 30 -- - -4s-oo - -_ �, s --- o at ; 7 11 31 46.50' 46.50' --- c, s 48.50' -- c, c6 - - - - - - - - �, I J 29,583 N `° 9co 0 20 962 Z 8 Q0 32 A5.00.-- '� o O `1' N89°20'01"W 1.50'--`�" `, `" N N 7 11 N 21,446 `O 8 0 • o �' 1 -- c SQ. FT. 4s.00' SQ. FT. 9 N 7 9 11 N 131.50' ---. c' a' o �:_ _---47_04'-,----.ma's G` k:, _--- o-00' 6G C6 �;_ } C'! \� c SQ. FT. N89°20'01"W NI z� � = N89 20'01 W ( N89 20'01"W "-' o-- o---- 50.0 - (,- _ _--- N89°20'01"W 106.00'--------- �s c` + ----- o - i o iJ89 20'Ot"W 50.00'--' -- ---------------- r i- k -k N89 20'01"W 106.00- --- 00 W O I t N89°20'01 "W- -- W m Ir M I cD c0 a Q) Q) M M O) ,07 to M i� I u-) W r cn c:,I� �I� a> pid0- d4-IQ CD 0 lo !n �1 C) M �� i O Z Z O O 198.70' 139.00, - 131.50' - C� 135.50' - -- q 38' ARW N89°2O'44"W 832.19' 76' -- - / /A/F n.4 T,4 I /A/F n,4 T,4 / /A/F lid T.4 � I 1 a ' a Q' °� M21--•' v N� 0' 20' 40' 80' -M21 SCALE: 1 "=40' s ERGENCE ANGLE 0=-00043'25.7" CURVE DATA C# DELTA RADIUS LENGTH C1 11032'13" 25.00' 5.03' C2 90000'00" 20.00' 31.42' C6 90000'00" 2.00' 3.14' C7 90000'00" 18.00' 28.27' C8 90000'00" 10.00' 15.71' C9 90000'00" 6.00' 9.42' ( SEE SHEET 9 CURVE DATA C# DELTA RADIUS LENGTH C10 90000'00" 8.00' 12.57' C11 90000,00" 15.00' 23.56' C13 11033'03" 25.00' 5.04' C14 90000'00" 17.00' 26.70' C15 90000'00" 4.00' 6.28' C18 11031'37" 25.00' 5.03' L# BEARING LENGTH L3 N89020'44"W 24.00' L4 N89020'44"W 16.00' L5 N00039'16"E 13.00' L10 N00039'16"E 16.00' L11 j N89020'44"W 13.00' L16 N00039'16"E 5.00' L17 N00039'16"E 24.00' L20 N00039'16"E 18.00' L21 N89020'44"W 5.00' L22 N00039'16"E 11.00' L23 N89020'44"W 4.00' L# BEARING LENGTH L24 N00039'16"E 3.00' L25 N00039'16"E 36.00' L26 N00039'16"E 2.00' L39 N89020'44"W 3.00' L40 N89020'44"W 1.00' L41 N89020'44"W 6.00' L42 N89020'44"W 18.00' L43 N00039'16"E 4.00' L44 N89020'44"W 8.00' L45 N00039'16"E 5.44' L46 N44020'44"W 21.21' W LLJ V) W N L# BEARING LENGTH L47 N89020'44"W 76.00' L48 N45039'16"E 21.21' L49 N89020'01"W 24.00' L50 N00039'59"E 26.00' L51 NOO°39'59" E 16.00' L52 N00039'59"E 39.70' L56 N89020'01"W 9.00' L57 N89020'01"W 18.00, L71 N89021'03"W 16.00' '0�06 IN THE CITY OF EASTVALE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NOO 38595 BEING A SUBDIVISION OF PARCEL "B", OF LOT LINE ADJUSTMENT No. 2022-001, RECORDED AUGUST 24, 2022, AS I INSTRUMENT No. 2022-0370918, OFFICIAL RECORDS, IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER, CALIFORNIA, to O LYING WITHIN SECTION 24, T.2S., R.7W., OF THE SECTIONALIZED SURVEY OF THE JURUPA RANCHO, AS SHOWN BY MAP �y ON FILE IN BOOK 9, PAGE 33, RECORDS OF SAN BERNARDINO COUNTY, STATE OF CALIFORNIA O HUNSAKER AND ASSOCIATES, INC. - DECEMBER 2024 FOR CONDOMINUM PURPOSES o CD - L75- Q J (53.00'M&R14)- ;l CIVITA M21--,. PARKWAY Q W O ` u- CONVERGENCE ANGLE 0=-00043'25.7" 0' 40' 80' 160' � ' _ SCALE: 1 "=80' LINE DATA L# BEARING LENGTH L47 (N89'20'44"W 76.00'M&R14) L48 N45039'16"E 21.21' L59 N44020'05"W 31.11, L60 N00039'16"E 34.25' L61 N47054'52"W 22.67' L63 N49014'19"E 22.67' L64 N89020'44"W 63.01' L65 N00039'16"E 7.41' L66 N45040'05"E 49.40' L67 (N00040'04"E M&R14) 66.34' M&R13 M&R14) (N00004'02'E R13) L68 (N89020'44"W 157.01' M013, M&R14) (N89°55'10"W R13) L69 N00°40'04"E 72.87' L70 N00°39'16"E 52.00' L75 (N89020'44"W 28.00'M&R14) CURVE DATA C# DELTA RADIUS LENGTH C19 02001'34" 762.00' 26.95' C20 03005'16" 1020.00' 54.97' C23 04040'57" 762.00' 64.49' C25 04011'25" 762.00' 55.73' 76' RW PER TRACT 38594, M.B. 494/87-115. Vi 99Q99 M.E. 69MV-119 NOTES: SHEET 9 OF 11 SHEETS J W I "�- 30' STATE HIGHWAY RECORDED 1/8/1943 IN BOOK 569, PAGE 86, O.R. SEE SHEET 2 FOR VICINITY MAP AND GPS TIES, BASIS OF BEARINGS, LEGEND, AND DETAIL "A". SEE SHEET 3 FOR BOUNDARY CONTROL SHEET, MONUMENT NOTES AND DETAILS "B", & "C". SEE SHEET 4 FOR SHEET INDEX MAP, SURVEYORS NOTES AND EASEMENT NOTES. SEE SHEETS 5 THROUGH 9 FOR LOTS AND EASEMENT DELINEATIONS. SEE SHEET 10 FOR DETAILS "D" THROUGH "J", INCLUSIVE. SEE SHEET 11 FOR DETAILS "K" AND "L". .o �6 s IN THE CITY OF EASTVALE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 0- TRACT 38595 m NO, c� BEING A SUBDIVISION OF PARCEL "B", OF LOT LINE ADJUSTMENT No. 2022-001, RECORDED AUGUST 24, 2022, AS t*- INSTRUMENT No. 2022-0370918, OFFICIAL RECORDS, IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER, CALIFORNIA, LYING WITHIN SECTION 24, T.2S., R.7W., OF THE SECTIONALIZED SURVEY OF THE JURUPA RANCHO, AS SHOWN BY MAP ON FILE IN BOOK 9, PAGE 33, RECORDS OF SAN BERNARDINO COUNTY, STATE OF CALIFORNIA S. HUNSAKER AND ASSOCIATES, INC. - DECEMBER 2024 C FOR CONDOMINUM PURPOSES 0 cJ 1 I 1 I I �n vi In o o co CD cq �I N l p cD I� I Nib Lo Lu 1 C/) Q o U m c LOT "A" I v W ;, �' (OPEN SPACE PUBLIC PARK) W oO 38,470 SQ. FT. I - rn_' I b CD o w� Z `? 22Zo - 24,459 SQ. FT. w N 1 0 (V,Q W Lj- ---- 189.00' - '.I I i� `n O --- 173.50' - 156.61' -- - No N `- ap -~--- N89°20'44"W 810.25' --'" 00 '� LOT "H"-(PUBLIC STREET) 1 i ► i i It CIVITA PARKWAY i DETAIL "D" DETAIL "E" SCALE: 1 " = 2-0' SCALE: 1 " = 20' (SEE SHEET 5) (SEE SHEET 7) -- 113.11'- -`--- 129.99 1� LOT "H" - (PUBLIC STREET) N79°07'03"E� CIVITA PARKWAY rN77048'31°W RAD RAD N89020'44"W 820.22' 319.49' --- 16.88' - 31.01' - ,-- 16.88' --__ ---- 141.60' --� --_- ; , =-C17 C16= . ' 158.48' ---- -� ------ 7 9 - --�'tih --L53-'"", 8 11 - L53- 7 34 7 41,840 SQ. FT. 0 DETAIL "G" SCALE: 1" = 20' (SEE SHEET 7) E CONVERGENCE ANGLE 0 =-00043'25.7" 0' 10' 20' 40' SCALE: 1 "=20' NOTES: SEE SHEET 2 FOR VICINITY MAP AND GPS TIES, BASIS OF BEARINGS, LEGEND, AND DETAIL "A". SEE SHEET 3 FOR BOUNDARY CONTROL SHEET, MONUMENT NOTES AND DETAILS "B", & "C". SEE SHEET 4 FOR SHEET INDEX MAP, SURVEYORS NOTES AND EASEMENT NOTES. SEE SHEETS 5 THROUGH 9 FOR LOTS AND EASEMENT DELINEATIONS. SEE SHEET 10 FOR DETAILS "D" THROUGH "J", INCLUSIVE. SEE SHEET 11 FOR DETAILS 11K11 AND 1". LOT 36 (RESIDENTIAL/COMMERCIAL) 1.725 ACRES CURVE DATA C# DELTA RADIUS LENGTH C1 11032'13" 25.00' 5.03' C12 11032'14" 25.00' 5.03' C13 11 033'03" 25.00' 5.04' C16 11031'30" 25.00' 5,03' C17 11 032'56" 25.00' 5.04' C18 1 11°31'37" 1 25.00' 5.03' 1 rn W w � V W 4- m g 5 Q z a. I u W 0 _ 1 I N i 1 00 u- ap O U-) r2 cy N M LO ca �. oil N ; p 00 W �, � N c ;Q r7 uj NI W � w U / to C\7 � y U! U m0- lain M 00 w ! 00 r dIn W a z � dip .0 J N I Q �);� 00 oI LL- � oy i, r7 o °Lo (V (n r- 0 oci DETAIL "H" SCALE: 1 " = 20' (SEE SHEET 8) LINE DATA L# BEARING LENGTH L13 N00039'16"E 12.39' L14 N44020'44"W 7.07' L15 N45039'16"E 7.07' L33 N49014'18"E 22.67' L36 N89020'44"W 12.39' L37 N45039'06"E 7.07' L53 N89020'01"W 12.39' L54 N44020'23"W 7.08' L55 N45039'37"E 7.07' L62 N00039'16"E 14.00' L63 N49°14'19"E 22.67' SHEET 10 OF 11 SHEETS LINE DATA Lj BEARING LENGTH L64 N89020'44"W 63.01' L65 N00°39'16"E 7.41' L66 N45040'05"E 49.40' L67 (NO0040'04"E 66.34' M013 M&R14) M&R14) (N00°04'02'E R13) L68 (N89020'44"W 157.01' M&R13, M&R14) (N89°55'10"W R13) L69 N00040'04"E 72.87' L70 N00°39'16"E 52.00' 29 7 7 9 7 22 -L36--.L36 27,479 SQ. FT. 8 11 24,459 SQ. FT. ,I - --- 204.70' ���;'`------ k "---- � 189.00' ---- -- 189.20' =-C1 C12= "-- 173.50' --- -- 588.86'--'` ---- 16.88'---- �- - ;` N89020'44' W 810.25' 1, 1, S77°48'31"E;' S79°07'02"W --------------------- -- RAD CIVITA PARKWAY RAD LOT "H" - (PUBLIC STREET) DETAIL "F" SCALE: 1 " = 20' (SEE SHEET 7) LOT "H" - (PUBLIC STREET) N79006'56"E N770 -48'24"W RAD ,, CIVITA PARKWAY �------------ --- ---- N89020'44"W 820.22' 1 RAD 182.24' -- 122.85' ---- -- 16.88' - 31.01' -- 139.73' --'' ' --, o ` --L53--- -L53 30 8 9 11 7 29,583 SQ. FT. I I DETAIL "I" SCALE: 1 " = 20' (SEE SHEET 8) 77.00' `-- - LOT "E." - (PUBLIC STREET) ' 35.08' - 27.94' - L64 M21- LOT V - (PUBLIC STREET) 63.01' M&R14 94.00' M&R14 L68 I (V ; O 00 mj M O 00 I i I (63.01' M&R14) _ _ (93.99' M&R14) o (N89020'44"W 157.00' M&R14) M21 PREMIER PLACE (PUBLIC STREET) N �� LOT "B" " (OPEN SPACE/ PUBLIC PARK) 18,546 SQ. FT. DETAIL "J" SCALE: 1 " = 20' (SEE SHEET 9) 00 r` W 0 0 0 0 if I I I I I , M21 �t O a N 000 to r` , J - M21 1 v r7 00 I N 140.50' -- - -- 135.11' --- - 5.39' 31 20,962 SQ. FT. cr Lu