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mb496_098-104?_LT, 02.1(sILP� FAF GROSS AREA=59.85 ACRE NET AREA= 40.13 ACRE NUMBER LOTS=199 LETTERED LOTS=18 OWNERS' 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 AS AN EASEMENT FOR PUBLIC PURPOSES: LOT "A" THROUGH LOT "S", INCLUSIVE, THE DEDICATION IS FOR STREET AND PUBLIC UTILITY PURPOSES. AS A CONDITION OF DEDICATION OF LOT "A" (GREEN VALLEY PARKWAY), LOT "B" (WEST ELM PARKWAY) AND LOT "C" (GOETZ ROAD), THE OWNERS OF LOTS 1 THROUGH 16, INCLUSIVE, LOTS 34 THROUGH 60, INCLUSIVE, LOT 193, LOT 195 AND LOTS 197 THROUGH 199 INCLUSIVE, ABUTTING THESE HIGHWAYS AND DURING SUCH TIME THE OWNERS WILL HAVE NO RIGHTS OF ACCESS EXCEPT THE GENERAL EASEMENT OF TRAVEL, ALSO EXCEPTING ONE 85.00' (EIGHTY-FIVE FOOT) ACCESS OPENING FOR LOT 193 AS SHOWN HEREON. ANY CHANGE OF ALIGNMENT OR WIDTH THAT RESULTS IN THE VACATION THEREOF, SHALL TERMINATE THIS CONDITION OF ACCESS AS TO THE PART VACATED. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: DRAINAGE EASEMENT LYING WITHIN LOT 196, AS SHOWN HEREON. THE DEDICATION IS FOR MAINTENANCE OF DRAINAGE FACILITIES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LANDSCAPE EASEMENTS LYING WITHIN LOT 1, 9, 10 & LOT "F" AND LYING OVER THE ENTIRETY OF LOTS 196 THROUGH 199, INCLUSIVE, AS SHOWN HEREON. THE DEDICATION IS FOR LANDSCAPE AND MAINTENANCE PURPOSES. WE HEREBY RETAIN LOTS 192 THROUGH 194, INCLUSIVE, IN FEE INDICATED AS OPEN SPACE (O.S.) AS SHOWN HEREON FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES AND LOT OWNERS WITHIN THIS TRACT MAP. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: WATER QUALITY BASIN EASEMENT LYING OVER THE ENTIRETY OF LOT 195, AS SHOWN HEREON. THE DEDICATION IS FOR WATER QUALITY AND MAINTENANCE PURPOSES. AG EHC II (LEN) CA 3, L.P., A DELAWARE LIMITED PARTNERSHIP BY: ESSENTIAL HOUSING ASSET MANAGEMENT, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, ITS AUTHORIZED AGENT STEVEN S. BENSON, ITS MANAGER DATE GREEN VALLEY RECOVERY ACQUISITION, LLC, A DELAWARE LIMITED LIABILITY COMPANY MEMORANDUM OF REPURCHASE OPTION AGREEMENT WITH GREEN VALLEY RECOVERY ACQUISITION, LLC, (OPTIONEE), BY DOCUMENT RECORDED SEPTEMBER 27, 2023 AS DOCUMENT NO. 2023-0285059 OF OFFICIAL RECORDS. ------------- NAME rn V 1e K WWI D,1pCe.MR DATE LENNAR HOMES OF CALIFORNIA, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY MEMORANDUM OF OPTION AGREEMENT WITH LENNAR HOMES OF CALIFORNIA, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY (OPTIONEE), BY DOCUMENT RECORDED OCTOBER 31, 2023 AS DOCUMENT NO. 2023-0323164 OF OFFICIAL RECORDS. 12 3 /i L4 GEOFFREY SMITH, VICE PRESIDENT DATE IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 37262 BEING A SUBDIVISION OF PARCEL "B" AS SHOWN ON CERTIFICATE OF COMPLIANCE LOT LINE ADJUSTMENT NO. 19-05221, AS EVIDENCED BY DOCUMENT RECORDED NOVEMBER 14, 2019 AS INSTRUMENT NO. 2019-0471603 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LYING WITHIN SECTION 8, T. 5 S., R. 3 W., S.B.M. ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS DECEMBER, 2022 CITY ENGINEER'S STATEMENT I,' HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND I AM SATISFIED THAT IT IS TECHNICALLY CORRECT, THAT ALL THE PROVISIONS OF THE SUBDIVISION MAP ACT AND THE CITY OF PERRIS ORDINANCE NO. 543 AS AMENDED, WHICH WERE APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE MAP, HAVE BEEN COMPLIED WITH, AND THAT THE SUBDIVISION SHOWN ON THIS MAP IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE APPROVED TENTATIVE MAP. DATED: 5-- 7_ -- 2¢--------------=-- --� --- ---------------- BY GABRIEL D. YBARRA LS 4343 FOR JAHANDAR POURKAZEMI R.C.E. 78008 CITY ENGINEER /PNp S URVEr� Exp. 06/30/24 * LS 4343 s�oF CAL��° CITY CLERK'S STATEMENT I HEREBY STATE THAT AN UNDERTAKING OR CASH DEPOSIT SATISFACTORY TO THE CITY COUNCIL OF THE CITY OF PERRIS, GUARANTEEING THE CONSTRUCTION OF REQUIRED STREET IMPROVEMENTS AND MONUMENTATION HAVE BEEN APPROVED AND FILED WITH THE CITY OF PERRIS PRIOR TO ACCEPTANCE OF THIS MAP. 2 CITYvI ER� 0 t� ✓ THE "� PERRIS) CITY ACCEPTANCE STATEMENT THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BY ITS DULY AUTHORIZED OFFICERS HEREBY APPROVES SAID FINAL MAP AND ACCEPTS THE OFFERS OF DEDICATION MADE HEREON OF LOTS "A" THROUGH "S", INCLUSIVE FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES, AND AS PART OF THE CITY MAINTAINED ROAD SYSTEM, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH CITY STANDARDS AND ACCEPTS THE OFFER OF DEDICATION OF ABUTTERS RIGHTS OF ACCESS ALONG LOT "A" (GREEN VALLEY PARKWAY), LOT "B" (WEST ELM PARKWAY) AND LOT "C" (GOETZ ROAD) FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES AND AS PART OF THE MAINTAINED ROAD SYSTEM. THE OFFER OF DEDICATION OF THE DRAINAGE EASEMENT LOCATED WITHIN LOT 196 IS HEREBY ACCEPTED THE OFFER OF DEDICATION OF THE LANDSCAPE EASEMENTS LOCATED WITHIN LOTS 1, 9, 10 & LOT "F" AND OVER LOTS 196 THROUGH 199, INCLUSIVE, ARE HEREBY ACCEPTED AS PART OF THE LANDSCAPE MAINTENANCE DISTRICT MAINTAINED SYSTEM, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH CITY STANDARDS. THE OFFER OF DEDICATION OF THE WATER QUALITY BASIN EASEMENT LOCATED OVER LOT 195 IS HEREBY ACCEPTED AS PART OF THE LANDSCAPE MAINTENANCE DISTRICT MAINTAINED SYSTEM, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH CITY STANDARDS. MICHAEL M. VARGAS DATE MAYOR OF THE CITY OF PERRIS ATTEST: 2- SIGNATURE OMISSIONS PURSUANT TO SECTION 66436 OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING OWNERS OF EASEMENTS AND/OR OTHER INTERESTS HAVE BEEN OMITTED: AN EASEMENT FOR AVIGATION AND RIGHT-OF-WAY APPURTENANT TO THE PERRIS VALLEY AIRPORT AND INCIDENTAL PURPOSES, RECORDED NOVEMBER 1, 1990 AS INSTRUMENT NO. 401672, OFFICIAL RECORDS OF RIVERSIDE COUNTY, IN FAVOR OF BENNIE E. CONASTER AND PATRICIA D. CONASTER, AS TRUSTEES OF THE BENNIE AND PATRICIA CONASTER FAMILY TRUST, ESTABLISHED MAY 5, 1982. EASEMENT IS BLANKET IN NATURE. 1/2 INTEREST IN ALL OIL, GAS, AND/OR MINERALS AS RESERVED IN THE DEED FROM THE FIRST NATIONAL BANK IN CORCORAN, RECORDED NOVEMBER 28, 1941 AS INSTRUMENT NO. 1756 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. SURVEYOR'S STATEMENT SHEET 1 OF 7 SHEETS RECORDER'S STATEMENT FILED THIS _2�M_ �� DAY OF Z ----_--, 2021, IN AT 4.04 M. BOOK LkAk2_ OF MAPS AT PAGES _C_L$'104______, AT THE REQUEST OF THE CITY CLERK OF THE CITY OF PERRIS. N0: 10_2 -O I_Lq_2JU_* _ FEE _4-2 -1.00---------- PETER ALDANA, ASSESSOR - COUNTY CLERK - RECORDER BY: a - _-------- DEPUTY SUBDIVISION GUARANTEE: LENNAR TITLE, INC., AGENT FOR DOMA TITLE INSURANCE INC. 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 GREEN VALLEY RECOVERY ACQUISITION LLC, ON JULY 29, 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 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. BY: -- - -------------- MICH E. JOHNSON �a A PLS NO 7673 �`' P6� E. c, 0 c DATE: -Z� -2--- y 0 NO. 7673 OF CA05F TAX COLLECTOR'S CERTIFICATE I HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF THIS OFFICE, AS OF THIS DATE, THERE ARE NO LIENS AGAINST THE PROPERTY SHOWN ON THE WITHIN MAP FOR UNPAID STATE, COUNTY, MUNICIPAL, OR LOCAL TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, EXCEPT TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES NOW A LIEN BUT NOT YET PAYABLE, WHICH ARE ESTIMATED TO BE �� 20� 030N31X3.3A DATE: _ ION S1N3WSS3SSb Xb11d1N3YY31dd(1S MATTHEW JENNIN S AN`d S3Gnl:)X3 NOIl\ lJlla30 SIHl COUNTY TAX COLL TOR BY: ________----____-, DEPUTY TAX BOND CERTIFICATE I HEREBY CERTIFY THAT A BOND IN THE SUM OF ISO �� HAS BEEN EXECUTED AND FILED WITH THE BOARD OF SUPERVISORS OF THE COUNTY OF RIVERSIDE, CALIFORNIA, CONDITIONED UPON THE . PAYMENT OF ALL TAXES, STATE, COUNTY, MUNICIPAL, OR LOCAL, AND ALL SPECIAL ASSESSMENTS COLLECTED AS TAXES, WHICH AT THE TIME OF FILING OF THIS MAP WITH THE COUNTY RECORDER ARE A LIEN AGAINST SAID PROPERTY BUT NOT YET PAYABLE AND SAID BOND HAS BEEN DULY APPROVED BY SAID BOARD OF SUPERVISORS. DATE: rimAK, 20Vj THIS CERTIFICATION EXCLUDES ANY SUPPLEMENTAL TAX ASSESSMENTS NOT CASH OR SURETY BON YET EXTENDED MATTHEW JEN NGS COUNTY TAX C ECT R BY: ________ DEPUTY ABANDONMENT NOTE PURSUANT TO SECTION 66434 & 66499.20.2 OF THE SUBDIVISION MAP ACT, THE APPROVAL AND RECORDATION OF THIS TRACT MAP CONSTITUTES ABANDONMENT OF THE FOLLOWING: THOSE PORTIONS OF THE LANDSCAPE EASEMENTS DEDICATED TO THE CITY OF PERRIS ON TRACT NO. 24648, MAP BOOK 226, PAGES 88 THROUGH 100, RIV. CO., RECORDS, LYING WITHIN THIS TRACT BOUNDARY. THOSE PORTIONS OF STREET AND PUBLIC UTILITY EASEMENTS DEDICATED TO THE CITY OF PERRIS ON TRACT NO. 24648, MAP BOOK 226, PAGES 88 THROUGH 100, INCLUSIVE, RIVERSIDE COUNTY RECORDS, LYING WITHIN THIS TRACT BOUNDARY. THOSE PORTIONS OF RESTRICTED ACCESS AT THE 55 FOOT RIGHT OF WAY LINE OF GOETZ ROAD, 50 FOOT RIGHT OF WAY LINE OF FIELDSTONE DRIVE, AND 55 FOOT RIGHT OF WAY OF GREEN VALLEY PARKWAY, ALL THE TRACT NO. 24648, MAP BOOK 226, AT PAGES 88 THROUGH 100, RIVERSIDE COUNTY RECORDS, LYING WITHIN THIS TRACT BOUNDARY. NOTICE OF DRAINAGE FEES ul N PROPERTY IS LOCATED IN THE SAN JACINTO RIVER AREA DRAINAGE PLAN WHICH WAS ADOPTED BY THE CITY OF o PERRIS PURSUANT TO ORDINANCE AND SECTION 66483, ET SEQ,'',OF THE GOVERNMENT CODE AND THAT SAID N PROPERTY IS SUBJECT TO FEES FOR SAID DRAINAGE AREA. NOTICE IS FURTHER GIVEN THAT, PURSUANT TO N ORDINANCE 13-01, PAYMENT OF THE DRAINAGE FEES SHALL BE PAID TO THE CITY. OF PERRIS PRIOR TO d ISSUANCE OF THE GRADING PERMIT OR BUILDING PERMIT AT THE RATE IN EFFECT AT THE TIME OF S ISSUANCE OF THE ACTUAL PERMIT. SEC. 8, T. 5S., R. 3 W., S.B.M. pr�g�r�1 mq- O21(p21pq IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 37262 BEING A SUBDIVISION OF PARCEL "B" AS SHOWN ON CERTIFICATE OF COMPLIANCE LOT LINE ADJUSTMENT NO. 19-05221, AS EVIDENCED BY DOCUMENT RECORDED NOVEMBER 14, 2019 AS INSTRUMENT NO. 2019-0471603 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LYING WITHIN SECTION 8, T. 5 S., R. 3 W., S.B.M. ALBERT A. WEBB ASSOCIATES — CIVIL ENGINEERS NOTARY ACKNOWLEDGEMENT 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 COUNTY OF SS ON ba�0- 3Z�_-_ BEFORE ME, A NOTARY PUBLI , PERSONALLY APPEARED WHO PROVED TO ME ON THE BASIS OF SATISFACTO SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNO HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THA PERSON(S) OR THE ENTITY UPON BEHALF OF WHICH I CERTIFY UNDER PENALTY OF PERJURY UNDER TH PARAGRAPH IS TRUE AND CORRECT T E RY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE WLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN BY HIS/HER/THEIR SIGNATURES) ON THE INSTRUMENT THE THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING WITNESS MY HAND. PRINTED NAMEKL&---'�r(/l bv---) NOT RY PUBLIC NOTARY ACKNOWLEDGEMENT MY PRINCIPAL PLACE Of BUSINESS IS IN jC� ]%� Lam__ COUNTY. MY COMMISSION EXPIRES: MY COMMISSION NUMBER: 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 -6&LD Ll- ___--___) COUNTY OF _-MG!ituJpc ) SS ON _O Ll1llo-7'�--------- BEFORE ME, 16-M A NOTARY PUBLIC, PERSONALLY APPEARED --- _�/�r�,--- ___________________ WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURES) ON THE INSTRUMENT THE PERSON(S) OR THE ENTITY UPON BEHALF OF WHICH 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. PRINTED NAME:_ 0e-P&At-N-Gmr_ MY PRINCIPAL PLACE OF BUSINESS IS IN --------- COUNTY. __-_ MY COMMISSION EXPIRES:--01-0j -10L� NOTA PUBLIC MY COMMISSION NUMBER: DECEMBER, 2022 NOTARY ACKNOWLEDGEMENT 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. r,TATF C1F 1�1rV1,lIv 1 COUNTY OFt)t�_S'tsl�_—_) SS ON ��� ��r�V %`�----- BEFORE ME, 1-f ►� uh� t"'J OiO\V A NOTARY PUBLIC, PERSONALLY APPEARED-��a- ���-___________________ WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURES) ON THE INSTRUMENT THE PERSON(S) OR THE ENTITY UPON BEHALF OF WHICH 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. �I WITNESS MY HAND. PRINTED NAME:r6-� MY PRINCIPAL PLAC OF BUSINESS IS IN -------- COUNTY. _______ MY COMMISSION EXPIRES: Q a5L-_a102� NOTARY PUBLIC MY COMMISSION NUMBER: a14-0-5-q- Cj SHEET 2 OF 7 SHEETS t(l IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA �i Carl �n� 202 SHEET 3 OF 7 SHEETS o� FD. 3/4 IP W/ RCFC&WCD TAG, 50 �� IN LIEU OF RCE 16056 PER MB 226/88-100 AFD. EASEMENT NOTES [N46'32'08"E �`� �� A RESERVATION FOR FUTURE DEVELOPMENT AS SHOWN ON TRACT N0. 24648, M.B. 1" IP W NAIL / cc73.44']-����' & MB 464/59-64. 226/88-100 & TAG, Co. SURV., DN. 1.0' PER MB s BEING A SUBDIVISION OF PARCEL "B" AS SHOWN ON CERTIFICATE OF COMPLIANCE LOT LINE ADJUSTMENT NO. 19-05221, AN AVIGATION EASEMENT AND RIGHT-OF-WAY APPURTENANT TO THE PERRIS VALLEY 226/88-100 � _ AS EVIDENCED BY DOCUMENT RECORDED NOVEMBER 14, 2019 AS INSTRUMENT NO. 2019-0471603 OF OFFICIAL AIRPORT AND INCIDENTAL PURPOSES IN FAVOR OF BENNIE E. CONASTER AND & MB 464/59-64, 00 � r SEE DETAIL 'A' RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LYING WITHIN SECTION 8, T. 5 S., R. 3 W., S.B.M. PATRICIA CONASTER FAMILY TRUST, ESTABLISHED MAY 5, 1982, RECORDED NOVEMBER 1 ACCEPTED AS v HEREON ALBERT A. WEBB ASSOCIATES -CIVIL ENGINEERS DECEMBER, 2022 1990 AS INSTRUMENT NO. 401672, O.R. SAID EASEMENT IS BLANKET IN NATURE. NW COR SEC 8. ` �L / LANDSCAPE EASEMENT FOR LANDSCAPE AND INCIDENTAL PURPOSES IN FAVOR OF 56.24' � 1 � 200' 200' L� Al. CITY OF PERRIS AS SHOWN ON TRACT NO. 24648, M.B. 226/88-100, RECORDS I �a PARCEL "A" OF RIVERSIDE COUNTY LYING WITHIN THIS TRACT BOUNDARY ABANDONED HEREON. W. 1/4 OF SEC., 8 � �2s CERTIFICATE OF COMPLIANCE LOT LINE ADJUSTMENT NO.. N2279468.20 200 0 600 �4 AN IRREVOCABLE OFFER OF DEDICATION FOR PUBLIC STREET AND HIGHWAY AND INCIDENTAL 19-05221, RECORDED BER >4, _2019 200 4Q0 E6237668.05 AS /NST. NO 20>9-0471603 O.R. Q 1 -04 r'� MLFP PURPOSES, RECORDED APRIL 4, 2018 AS INSTRUMENT NO. 2018-0128291 OF OFFICIAL CITY OF PERRIS, A RECORDS. TO MUNICIPAL CORPORATION. 55' R=1000.00' 1 55 THOSE PORTIONS OF STREET AND PUBLIC UTILITY EASEMENTS DEDICATED TO THE CITY OF 72'' 6 6 A=3'05'42" N86`21'31"W(R) NSS. I �O� PERRIS ON TRACT NO. 24648, MAP BOOK 226, PAGES 88 THROUGH 100, INCLUSIVE, 1 [N89-57'44"E L=54.02' 1685.87'1 -------- 8 RIVERSIDE COUNTY RECORDS, LYING WITHIN THIS TRACT BOUNDARY, VACATED HEREON. 14' r _ ___ o0 o z S/ AN EASEMENT FOR UNRESTRICTED ACCESS, INGRESS, EGRESS AND INCIDENTAL PURPOSES, 3 r OPEN 194 LOT D ---- 175 o o [R=1000.00' 0�9 SO RECORDED OCTOBER 23, 2023 AS INSTRUMENT NO. 2023-0313128 OF OFFICIAL RECORDS. r SPACE O.S. SUNNY OAK LANE o -4, N A=10'54'18" a �; �cp/o IN FAVOR OF RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT. 193 LOT E 174 L=190.33'1 55, 55' % 1❑ DRAINAGE EASEMENT IN FAVOR OF THE CITY OF PERRIS DEDICATED HEREON. \ 182 181 180 179 178 177 176 l SEE SHEET 5 3 r r 5 73 /' 195 64' ' / o N2248987.06 E6278618.65 LANDSCAPE EASEMENT IN FAVOR OF THE CITY OF PERRIS DEDICATED HEREON. 0 r 183 184 185 I 186 1$7 188 189 190 191 I 172 171 170 169 168 1 3 9 % 3 [N14'32'47"E 67.52'] � PPBF 0 0 S92 cq ❑3 WATER QUALITY BASIN EASEMENT IN FAVOR OF THE CITY OF PERRIS DEDICATED HEREON. CHARLTON STREET 2 5 b o d — LOT G _ _ 03 LOT H m m (� so 61ZT1 115 128 92 91 161 167 196 SURVEYOR'S NOTES SEE SHEET A 4 162 163 164 165 166 O.S. I ` 1. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA 59 62 113 116 127 93 90 160 I TRACT NO. 24648 °D cV STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY "MLFP" "PPBF" LOT J I I 2 o c ON CONTROL STATIONS AND NAD 83 NSRS2007 AS LOT C 58 LOT I LOT K 158 157 156 155 154 153 152 151 150 97 ° o MB 226188-100 N �' SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. 163 112 117 126 94 89 LOT F 159 O.S. � o ti I 24 POINT #1 °' ^� QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS w a N2219095.70 ARE AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES n � I I 57 64 111 0 z 95 88 _ SEA BRIGHT ROAD E6260627.42 rw SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID 0)" o c co i Q 118 125 LOT L t> p , STATIC BASE DISTANCES, MAY BE OBTAINED BY DIVIDING THE GROUND DISTANCE BY `�° 56 w 25 OT A EL.=1475.61' [ �, A COMBINATION FACTOR OF 1.00008772788632. CALCULATIONS ARE N Ln 3: I 65 110 - 119 124 w i- 96 87 24 149 148 147 146 U, 1 �, 2 z MADE AT POINT NUMBER 1 WITH COORDINATES OF: N=2219095.70', 55 o W� cr E=6260627.42' USING AN ELEVATION OF 1475.61'(NAVD88). o ``' i p 66 109 Z V 97 86 I 26 23 . �= 6 SAS LOT P 2 a7 SOOS 0�2� THE CONVERGENCE ANGLE AT POINT NO. 1 IS-0'32'39.24. o v 54 67 108 120 123 w gg 85 a o 0 27 22 129 130 145 a "i 3 do ` 9 <Y 131 ` qr; SITE FD. 3" BRASS DISK "RCFC&WCD 2013 T5S 2. �- INDICATES FOUND MONUMENT AS NOTED. z n V- u i 5 w w w 121 122 0 LOT N 3 AXE B COVE 144 O u1 �/Q r °� o`i. J o R3W 8/9/17/16", DN. 0.4' IN LIEU OF N89'29'56"W 1 1/2" BRASS DISK STAMPED "RIV CO SURV" 3. --0— INDICATES SET 1" I.P. TAGGED LS 7673, FLUSH. `n I 68 107 LOT M 99 84 w 28 21 LOT 0 4 4 \ FD. 2 1/2" BRASS DISK "RCFC&WCD 5221.84' 143 (GROUND) PER MB 228/88-100 & MB 464/59-64 � 52 m CREEK PLAC o ,,� 132 = 9 2013 T55 R3W S7/S8/S18/S17', DN. 5221.38' (GRID) N2215332.73 "RIV 4. _� INDICATES FOUND 1 1/4" IP, RCE 16056, FLUSH, PER v 69 83 z 29 z Zo 0.45' IN LIEU OF 1" IP, CO SURV" E6270935.51 MB 226/88-100, UNLESS OTHERWISE NOTED. it 51 106 100 ol o 20 � 135 142 J 5 3 PER MB 226/88-100 & MB 464/59-64. 14' 70 105 104 103 102 101 82 a w 134 133 ACCEPTED AS SW COR SEC 8 'O7"W N2215378.41 5. -�- INDICATES FD. 1 " IP, LS 5529, FLUSH, PER TRACT 3 5b SEE SHEET 6 30 19 w SEE SHEET 7 6 32.991 141 2 32.99' E6265714.33 36889, M.B. 464/59-64. 31 z N 139 140 y114' 1 6. -� INDICATES ZONE 6 CONTROL STATION. it 71 72 73 74 75 76 77 78 79 80 81 18 136 137 138 �I BASIS OF 7 1S. BEARINGS DETAIL 49 32 _ O.S. , 4 NTS 7. TOTAL GROSS AREA OF THE TRACT IS 59.85 AC. _LOT C GRAND SKY LANE _ 17 ��T R' 9� g �J ; o s 48 EER E 1N 40 p 8. ( ) INDICATES RECORD DATA PER MB 226/88-100, 2 5 2 33 2 d 2 LOT S o- o [N56-39'22"E �' UNLESS OTHERWISE NOTED 1199 47 46 45 44 43 42 41 40 39 38 37 36 35 16 15 14 10 j 13 12 11 -' 4 123.98'1 [Off 0 � J� 9. < > INDICATES RECORD & MEASURED DATA PER S,. 34 ,-J C �� TR 36889, M.B. 464/59-64. 5 1 I v FIELDSTONE o0 LOT B 0 3� Zq" �' ` 14 O 5 �cV 10. [ ] INDICATES RECORD &MEASURED DATA PER DRIVE WEST ELM PARKWAY [N89-48'14"W 1350.60'] b 33 _ 00' p' � 13, R=1050• r 12 p AS SHOWN ON CERTIFICATE OF COMPLIANCE LOT LINE ADJUSTMENT NO. 19-05221, AS EVIDENCED BY DOCUMENT RECORDED NOVEMBER 14, 2019 AS INSTRUMENT NO. 9 10 11 W WEBB E 2019-0471603 OF OFFICIAL RECORDS. 6 7 11. SET 1" I.P. TAGGED LS 7673, FLUSH, AT ALL LOT CORNERS, REAR LOT CORNERS, AND ANGLE POINTS IN SUBDIVISION BOUNDARY. ----' i 2> N46'32'08"E 12. SET NAIL AND TAG LS 7673 ON TOP OF REAR BLOCK ¢ - CONVERGENCE ANGLE AT WALL IN LIE R LOT CORNERS, WHERE PT# 1 3 Q259 0 /��o` EAR EOE BLOCK WALLS 2 DETAIL A 13. SET STEEL PIN WITH TAG L.S. 7673 IN TOP OF CURB AT AN TRACT NO. 24648 ---- » > colSCALE 1 =10 OFFSET OF 9.75' MEASURED RADIAL OR PERPENDICULAR FROM n MB 226/88-700 1 � cb� , O RIGHT OF WAY TOWARD CENTERLINE FOR ALL ROW EC.'S, 13 14 — d� ¢ s- r? 15 E.C.'S, P.C.C.'S, P.R.C.'S, AND CORNER CUTBACKS. rn o`O�0 �°c� 74 `� �� 74 J� - - - - - 14. SET NAIL AND TAG ON TOP OF CURB AT AN OFFSET OF 9.75', ryv UNLESS OTHERWISE NOTED, MEASURED FROM RIGHT OF WAY ---- OLD 95' R/W N c,�� ALONG THE PROJECTION OF THE SIDE LOT LINES AT ALL FRONT N N d 67 ---- MB 226f88-100 0 � LOT CORNERS. 64' 55' 66 MAPES RD C c�P MAPES RD O,MENIFEEOf 1 15. ALL MONUMENTS SHOWN AS "SET" ARE SET ACCORDANCE FD. 2 1/2" BRASS DISK 65 FD. 3" BRASS DISK "RCFC&WCD 2013 W N� Rf WITH COUNTY ORDINANCE 461.21 AND THE MONUMENTATION AGREEMENT FOR THIS MAP. "RCFC&WCD 2013 T5S R3W T5S R3W 8/9/17/16", DN. 0.4' IN SITE z r�,ROMOLAND S7/S8/S18/S17', DN. 0.45', 64 -----LIEU OF 1 1/2" BRASS DISK STAMPED PERRIS ETHANAC RD 16. / / / / / / INDICATES ACCESS RIGHTS RESTRICTED. IN LIEU OF 1" IP, "RIV. CO. -' TRACT NO. 36989 "RIV CO SURV" PER MB 228/88-100 �-T MB 464159-64 �--r--r & MB 464/59-64 1s 17. O.S. INDICATES OPEN SPACE. PER MB 226/88-100 63 & MB 464/59-64. ---62 ' 61�50' 59'58'57�56155�54153�52� 51 50 49 Q 74 ACCEPTED AS S.W. COR. SEC. $ �� � � � � i � � � � � � w qT ' yF 7l L�Lv© n <N89'29'56"W 5221.84'> (N89'36"W 5219.6' PER MB 14/91) ETHANAC ROAD McCP VICINITY MAP 18 BASIS OF B A I �, 17 17 1 NOT TO SCALE C/L WHEAT STREET ----� MB 14/91 0 0' PM 75/32 PM 87/50 1 �\ \ IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA X, J i f TRACT NO. 37262 6 BEING A SUBDIVISION OF PARCEL "B" AS SHOWN ON CERTIFICATE OF COMPLIANCE LOT LINE ADJUSTMENT NO. 19-05221, AS EVIDENCED BY DOCUMENT RECORDED NOVEMBER 14, 2019 AS INSTRUMENT NO. 2019-0471603 OF OFFICIAL RECORDS N OF RIVERSIDE COUNTY, CALIFORNIA, LYING WITHIN SECTION 8, T. 5 S., R. 3 W., S.B.M. a \ ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS DECEMBER, 2022 00 n co N W. 1 /4 OF SEC., 8 22 \ LCD a o 0 c 55' z R 6 �� �J 101.95' } N89'47'51 "W �sw CURVE TABLE CURVE # RADIUS LENGTH DELTA Cl 100.00 1 17.87 10.14' 12" PARCEL "A " CERTIFICATE OF COMPLIANCE LOT LINE ADJUSTMENT N0. 19-05221, RECORDED NOVEMBER 14, 2019 AS INST. NO. 2019-047160.3 O.R. W la w2�-o2lt�21�� SHEET 4 OF 7 SHEETS •0 •0 • •i 120 184 LINE TABLE LINE # LENGTH DIRECTION L10 70.02 N10' 06' 27"W Ll1 70.02 N10' 33' 36"E L12 70.02 N10' 06' 27"W L22 1 62.34 1 N89° 47' S1"W \ R=100.00' N79'31'30"W p=10'14'12" R=100.00' o - 41.04 L=17.87' [N89'57'44"E 1621.73'] L=17.87' L=43.47' - <,- N89°57'44"E 1432.47' 193 O.S. / 318.85' 567.32' N80'00'06E NO'12'18"E 15.88' 140.00'-� Oh _ Q 1j N25'34'55"E(R) D"o, ai� j^ LOT D N89'45'42"W 520.06' M N89'45'42W 520.06=-�.� h� O.S. soh 55.03' o ' j _ _ - _ _ o `o _ -t- 175 54.97' - �''7' � a. -� 9� OPEN SPACE �yh 194 f 00 ��' 100.62' SUNNY OAK LANE o 100.58' � 'll 1 l r � � N87.01'09"E(R) ---- N82°51'05"E(R) - I o I 410.05' n - 10Q.11' - N89'45'42"W \\ ^� 50.01' N90'00'00"E 50.04' 77.50' 1 77.50' 77.50' 77.50' 99.93' o hh. �� AQ .�s oo p=13'25'21" 6sr�, 193 A=2'53'08" a - f ��`�� - l �) a o L=16.40' 174 L=3.53' 182 R=100,00' p=10'14'12" N o LOT E o 0 0 o a o ,; �0 z a :� a ^, 0 4=4'48'36" Ohh L=17.87' 181 00 180 00 179 0 178 a 177 0 176 ^ 0 coz L=8.40' rn o 0 0 0 0 o Q o 109,55' N89'45'42"W 179.45' 3.36' - ) 1c a - N90'00'00"E �`--- 39.45' 65.00' 75.00' o 0 0 0 0 0 _ N84'22'06'W(R) h D o rn o 75.05' oN 77.50' 0 0 CD 77.50' 77.50' Clo 77.50' cD 75.00' cn cD 4 173 o °L 1-4 o �Ll N89'45'42"W 460.05' o COLnn A=5'25'36" L=9.47' x A=4'07'46" o o 0 00 o L=7.21' in t o as ate'. "f' N 110.00' I 183 `' o'184 co a 185 0: z z z 60 N90'00'00"E j z Q:11 i zi 0 z 60' Ln o 186 0 187 0 18$ 0 189 0 190 0 - 191 GO 00 A=14'22'07" o 30' 30, 0 0 0 0 0 30' 30' cq O 1 192 zt L=17.55' z A=6'06'26" j N45'13'122' N44'46'46"W N45' 13' 18"E Q, 172 O.S. 'j' •� N79'31'30"W i L=10.66' � 21.22' - - 1, 21.21' 21.22' 1 1. N44'47'42"W i f t t t _ 21.21' �$; \.135.01 41 04 54.36' 59.99' a .J 60.06' 77.50' 77.50 77.50' 1 77.50' 1 59.99' l-( 1 ( 95.00' W 114.35' 90.00' un 4 - 1- - 430.05' Qo 0 0 CD W 260,00' 100.62' - o - �\ %� ?44.97� CHARLTON STREET 26Q.00' _. - �j� o b 260.04' N89°45'4t"W _ _ ¢ ; �I N89'47'42"W Z T o _ _o - 45.03' �'� _ o 780.0 - 45.03' �-45.00' --� 458.85' �, , N89'47'44"W o f 55.03' ] R=100.00' tD 44.97' -f �'1145.03'� - - G _ 44 9 �f' i 45.03 �- - 4o _ - 44.97'f 1 _ '^ U) 91.s1' oI �.- p=1O'14'12" o r 'LOT N89'45'42"W 780.04 i� i j rn o --b /_ r` o LOf H W A=26'42'19" a L=17.87' 159.99' 9Q.00' --• - 170.00' - - 90.00' , - 170.04' o L=32.63' 'n 74.98' i 85.01' l 1 84.99' ( 85.01' l�) 85.03' ( 85.01' lq- ) 1. a� J 1. 85.00' W rrnn 60 N o Qo N45" 3'14"E I N44'46'46' - - N45'13'141 I N44°46'46' - - f N45'13'14"E I N44'46'42"W - - N45'12'18"E v! 0 p=r21'os" _ f 35.37' a 21.21' 21.22' 0 21.21' Z 21.22' a 21.21' 1 r 21.21' L=2.36' z a 61 - 114 0 0 o rn 115 0 128 a g 92 0 0 91 o w a 161 N89'46'52"W a d� o r- 0 o nn o w u�-) ( ,` �' w °� u� 72' 98.80 '' v ,� d N 100.00' 100.00' o w J o �, 100.00 100.00 � L � ~ 100.04' co 100.00' !L 0 N N89'45'42"W o N81'19'03_E(Ri '' 1 `J cn I w w N89'45'42"W MOM' o � z � Ln � N89'45'42"W 200.00' - �' � U cn Q � N89'45'42"W 200.04' � � �., _� 0 0 o 100.00' Y p=8'S3'O6" u� L=15.51' r a m o C' 0 62 `" o " 1 1 3 b a z ( a 1 16 o 127 0 0 0 93 �v o o o p z o o 0 160 0 Z o(o o z 90 o Q Ln co w m N89'47'44"W 100.00' ui cq o g' �_ ^ z 100.00' 100.00' - to LOT J r o Z 6 100.04' 0 Z 100.00' q ( 25 I N89'45'42"W LOT C 0 b o 30' 30' N89'45'42"W 200.00' -' o d ¢ 60' 30' 30'_ n 30 + i 3O' 100.00' N89'45'42"W 200.04' 100.00'89'45'42"W 200.00 100.00' 0 58 30' 30' I m �„ LOT K o z LOT I I aiO 60' `o n� 6 j 117 126 I 94 89 LOT' F 159 i +t j N89'4T44"W 100.00' ! SEES H E ET 6 �N44'47'42"W I A=35'34'49" �--- L=43.47'-I ----- IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 37262 BEING A SUBDIVISION OF PARCEL "B" AS SHOWN ON CERTIFICATE OF COMPLIANCE LOT LINE ADJUSTMENT NO, 19-05221, AS EVIDENCED BY DOCUMENT RECORDED NOVEMBER 14, 2019 AS INSTRUMENT NO. 2019-0471603 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LYING WITHIN SECTION 8, T. 5 S., R. 3 W., S.B.M. ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS DECEMBER, 2022 W11NO --1 NO'12'18"E 15.88' 140.00' -R=70.Op' - - - __ I 4��� N25'34'55"E(R) N89'45'42"W 520.06=--.� 54.97' - �r'�z- `90. 175 r- 10 co( �� s� N87'01'09"E(R) �a 100.11 ' rn � N90'00'00"E � A=13'25'21" c� m l o o L=16.40' b Q 174 A=4'48'36" CD 176 0 CC) z L=8.40' o �+ 109.55' q - N90'00'00"E J jf-----__ °° N84'22'06"W(R) CDN89'45'42"W 258.15' o � 173 0 65.00' 65.00' 65.00' con u-i A=5'25'36" z '.0 ` u' L=9.47' d- 110.00' N89'57'44"E 1432.47' 63.15' 7.24' 725.15' 195 [N89'57'44"E 1685.87'] 1621.73' 191 60' r N90'00'00'E00 0 171 oa0, o q- 170 m z coo 169 (m z o � 168 z 12.05' z � � 30' 30' Lo 172 D�132'S1'1g° ^ ? 20.00' C25 N44'47'42'W R_100��a �195 N89'45'42"W ----780.04' 91 90 6 1 o/'-•; 45.00' r} o CO O u-i o Ql l _ l f 95.00' 85.00' N45' 12' 18"E 21.21' 161 co N m co � o0 w CO N LJ c0 CD cv W r- o z � o z a 0 `. a Lo Ca 30 0 1 30' 60, tD N89'45'42"W 100.00, IT-1i1 N89'45'42"W 100.00' 89 a I uo 159 LOT F N44'47'42"W i 21.21' 100.00' f c' o o 85.00' u7 N O � O O 0088 1- CD f �45.00' - 100.00' cc N l a o 87 O z 25 cD LINE TABLE LINE # LENGTH DIRECTION L8 70.02 N10' 33' 36"E L9 17.93 NOT 00' 00"E L25 19.24 N36' 14' 14"E L26 37.12 N36' 14' 14"E [N86_21'31"W(R)]I - N86'06_24"W(R) ' r------ - - - A=1'14'09" 64.14' L=20.19' � N N84'52'15"W(R)_- ,? +f ! M CD -J O If a o u n « 0 0 3 J z W J J N } � 2 W l•� 65.00' 65.00' 65.00' 15.03' L--4456 v 116��p�� 2 305.03' - �61,51'02°E(R)�.'� __ -' v b N89'47'42"W 458.85' - N89'45'42"W ,v\ 62.98' o LOT H CHARLTON STREET ? N53'40' l 413.94' gfl0�� 1' D/ `� + 70.00' 70.00' 70.00' 67.00' 51.94' i NO228'11. ) i �\ (R 2 36�9' A=22'18'47" Ln 0 00 L=18.69' + 167\ I 196 W W W W i^� N cn O.S. w 162 o o cv 163 o 0 iv 164 o 0 cv 165 o N 166 on, o 00 0 z 0 z 0 z 0 o z � - N89'47'42"W 125.08' - 17.17' o 42.08' n 83.00' O N z 70.00' 70.00' 70.00' 67.00' 113.00, 65.00' N N53'32'51 "W �• CD u 65.00' 65.00' 65.00' 65.00' 65.00' 65.00' 50.74' �'- N89'47'42"W 455.00' 1 N N$9'47'42"W o oo 38.10 iti cO a w w w w w w z w w o u, d o 0 0 158 b 00 o 157 0 c, 156 Q o w N 155 0 � 154 0 0 153 o °o cv 152 0 - 0 o 0 o 0O o N o ao 1 n CD 00 � b 0o a a CD 151 �' 150 0 cv -' a Z CD CD CD CDc' z Z 0 197 z 00 cc N19*51'12"E I i 65.00' 65.00' o 260.00' o - 24 to M 65.00' 65.00' 734,27' N89'47'42"W 855.05' 149 65.00' 1 SEA BRIGHT ROAD 397.00' LOT L 148 OS. I 65.00' 65.00' �! 83.00' 83.00' 26.76' :�28247' . 147 SEESHEET 7 119, 64' N � rn i d N co ^ dCl -`j II 00 J � ^ co N ^ o � t[7 d--j u') CD n `r T d Q r'7 If o If 6 a o N87'13'45"W(R) O u u7 If 64' N88'55'22"E(R)- � U O U M b 198.05' CD 75.78' - r' J LOT A 1 146 N87'01'16"E(R) Y c� 55, or I via� 2D2�i�ULllnZlp'¢ \X� �o SHEET 5 OF 7 SHEETS N W E •0 •i 0 60 120 181 / 24 / TRACT NO. 24648 MS 226188-100 CURVE TABLE CURVE # RADIUS LENGTH DELTA C16 1050.00 56.71 3'05'40" C17 48.00 172.18 205'31'48" C18 1114.00 109.44 5'37'44" C25 48.00 73.03 87*10'32- C26 48.00 27.22 32'29'08" C27 48.00 1 71.94 85'52'08" I N85'49'42"E(R) f � J l D O r (-n 1 C,4 p cr 1 IN THE CITY OF PERRIS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 37262 BEING A SUBDIVISION OF PARCEL "B" AS SHOWN ON CERTIFICATE OF COMPLIANCE LOT LINE ADJUSTMENT NO. 19-05221, AS EVIDENCED BY DOCUMENT RECORDED NOVEMBER 14, 2019 AS INSTRUMENT NO. 2019-0471603 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LYING WITHIN SECTION 8, T. 5 S., R. 3 W., S.B.M. ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS DECEMBER, 2022 N89'47'44"W 100.00' ( ' , OO,Ofl' , 00.00' SEE SHEET 4 6 ' fi LOT J , QQ.04' 100. 00' ui LOT C 30' 30' N89'45'42"W 200.00' 60' 100.00' 100.00' 30 N89'45'42"W 200.04' 30' 30' o 0 o u) 58 LOT I 'o I - 30' 30' N89'45'42"W 200.00' - �� LOT K30 f 60' W 63 0� 0 112 u� } + o o 1 17 1 2 6 0 o `� u� o b 94 cO 89 n 159 V J co u� D co N89'47'44"W 100.00' } o cD I I r- } �n LOT F o 100.00' 1 i I o 100.00' o I o N 100.03' 100.00' a �..i W o '`- N89'45'42"W 200.00' C) 0 0 100.00' `� 100.00' w N89'45'42"W 200.03'CD 0 0 000 193 O.S. 72' 0 57 CDw. Ln w N89 45 42 W 200.00 a O o Lo ri u4 o ^ _. a, � O O W CD0 00 W CON W o o O I) 64 o ui 1 1 1 u� d CD0 -CD g o Z M a 95 �v Q 88 o Lo Q t N89'47'44"W 00 cfl N `0 co CD 1 18 o0 125 o z o o M N O 100.00' O o a w z ^ w N 100.00' z 100.00' z 100,03' 100.00' j CIO b o N$9'45'42"W 200.00' 100.00' 100.00' s N89'45'42"W 200.03' N 56 o z o N89'45'42"W 200.00'co Lo w o 7 65 Ln 0 110 tv 0 0 0 96 0 87 m cn cD `n Ln N89'46'53"W 0 o0 119 0 124 0 100.00' o � 100.00' 100.00' z 100.03' 100.00' N89'45'42"W o 200.00' a > N89'45'42"W 200.03' Ln 55 o 100.00' 100.00' Ln N o 0 o N$9'45'42"W 200.00' b I o Ln 66 0 109 � 097 a 86 o a (o cou) u7 n coo N89'47'44"W o o a o Lo O 120 0 123 o W a, 100.00' 100.00' 100.00' oD o CD 0 0 100.03' 100, 00' o p N89'45'42"W 200.00' N89'45'42"W 200.03' W � z 54 0 21.44' J ) _ 100.00' 100.00' - l P 21.36' o tO � o 0 o R=100.00' ( r W 67 0? � 108 N89'45'42"W 200.00' tl o a o 0 0 o W tLn o Ln co A=10'14'12" W iv 0 98 o n $5 ri ca o cD co Q N89'46'53"W O L=17.87' u, ti v w cy coo co U o cD 28.32' 100.00' 00 N89'45'42'W cry' o V- oo 1 121 Q 122 o J N89"45'42"W N89'45'42"W z _ �Q 0 F 1 _ N89'45'42"W N o 100.00' 93.21 ' 'rQ6, ��� C6 93.40' 100.00' Uo-; 53 0 11.79'J L5 0s� �� ` �`�� "a1 co cfl o Ln a o �, ¢ !� st-G 75.02' 74.98' 5� o 0 12.72' 0 Ln 68 � rn o a o 150.00' u-; o N N o 84 a N89'47'44"W c° 107 ¢ o I �•- ( N89'45'42"W 260.00' o LOT M -1- "' Oli 99 c� "' i ; � `a N 100.00' a �, 1. ')- �100.58' _0 100.62' � i') �" v N89'45'42"WCD o� 54.97' cn L 55.03' 1cq � N89'45'42"Wto 10 CREEKHOLLOW PLACELn 0 100.00' ph• �• b �Q ,^� 1 0 0 \ "���i �� S " ,r, 100.00' 151 Lo 52 o o N66 �6 �a �O O67Q� ��u. 92 N8041 p4 E C23 58.80' C24 N,41 �4 0 "w R=70 �9 p/��©���� �o� �6439 SSW o 0 69 0 332550" \-A=3'18'27" A=35'3°59" (R� � 83 Ln N89'47'44"W st084' A=6'55 45 1 L=5.77' i A=9'59'18" ��, L_q�.51 tO w 100.00' L=12.09' t L=17.43' N89'45'42"W 106 i A=O'l4'54" �� A=10*23'501" � I L=0.43' w A=5'58'50" �� N89'45'42"W b 100.00' co L=12.70' T i^ i o L=7.31' 100 100.00' 51 o o� w w t � 103 w I � ui 102 ) w �j. •co h co cfl o ��� `�� 105 i, o ,n I'I ca N a t a 101 CD �c9' o 70 0 N a 104 N i o N I Z z t N o 0CN 82 N89'46'53"W o r " a t a f I c" N 100.00' z A=5'01'26" 100.00' l� 43.66 115.74' 65.00' ` 65.00' 65.00' 112.14' 53.47' (•� 100.00' o L 507 cam' R=100.00' 70.01' 65.00' 65.00' 65.00' 65,00' 65.00' 65.00' 65.00' 65.00' 65.00' 65.00' 7 Ln ' A=10*14'12" N89'45'42"W 720.01' - N$4'46'25"W(R) ) L=17.87' N89'46'53"Wocl 99,62' ,`" 71 0 72 0 o o o 80 0 81 A=5'12'46" _ o o 73 a 74 CD 75 ,n 76 ,D 77 ri 78 n 79 cmo 00 0 0 0 0 o O O N OZ z Z Z Z Z Z Z CDL=9.10' o o N44'46'46"W 0 49 _a V- - - 35.34' N45'13'18"E r A=16'55'38" z L7 + 21.22' ) L=20.68' A 45.03' 65.00' 65.00' 65.00' 65.00' 65.00' 65.00' 65.00' 65.00' 65.00' 49.99' N89'46'48"W Q I u 680.02' _ o 90.48' N83'30'43"E(R )�// ov ��•l i 54.97' LOT Q - GRAND SKY LANE _ o 45.03'-{ J >> rn r' "moo• 100.58' n 6>- r'' is3 N8p 00 06„E N89'45'42"W 780.01' r�7 ID CD 634.45' rn 4.92' 41 p4' ^ 39.44' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 55.01' ) ) � `3 �3 \�¢(94, g8.21' A=10*14'12" N44'46'42"W -} Ile k1 5. R=100.00' 21.21' � ,�O --. A=20'24'32" L=17.87' 60' L=24.93' w w w w w w w w w w w 10.00' ti"2.$3' co oo i, oo cv oo ao d ao ?J ao jy co o ao p 2 oa Est 47 c° 45 cO 44 ca u' ' `r <r "' r- � c a o 0 >> oo c o o T 43 46 0 0 N 42 ci ^ 41 0 40 0 39 0 38 0 - 37 0 - 36 a r 35 N o 0 9'• ; V O O O O O CO O O O O O q 000 0 N 199 > o z z z z z z z z z z O.S. cJ 6 N70'15'53"E 30, 30' N47'48'55"W ��� 26.44' 10' 13.45' i 82.16' 44.09' 80.75• 60.00 60.00' 60.00 60:00'/ A 60100'1 A 60100'/ iA 60.00'/ iA 60.00', , , , , 60.00', , , , , , %00', , , , ,45.14', , 1 o 0 852.15' WEST ELM PARKWAY �t [N89'48'14"W 1350.60'] 9.00' T` 109.86' N LOT B 25 27 29 30 W 32 33 34 N69'59'50"W 26.57' W W I U) W w cn N Mil �a SHEET 6 OF 7 SHEETS E •0 •0 0 •0 120 180 CURVE TABLE CURVE # RADIUS LENGTH DELTA C23 100.00 17.87 10' 14' 12" C24 100.00 17.87 10' 14' 12" LINE TABLE LINE # LENGTH DIRECTION L1 41.04 N10' 02' 03"W L5 70.02 N79' 52' 55'E L6 70.02 N79' 27' 06"W L7 70.02 N79' 52' 55"E 54.85' W W 89 w W W w 88 87 86 85 84 83 A 35 IN THE CITY OF PERRIS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 37262 BEING A SUBDIVISION OF PARCEL "B" AS SHOWN ON CERTIFICATE OF COMPLIANCE LOT LINE ADJUSTMENT NO. 19-05221, AS EVIDENCED BY DOCUMENT RECORDED NOVEMBER 14, 2019 AS INSTRUMENT NO. 2019-0471603 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LYING WITHIN SECTION 8, T. 5 S., R. 3 W., S.B.M. ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS DECEMBER, 2022 } } 30. 30' 158 157 156 155 154 153 152 > 60' li 159 151 150 197 64 I LOr}F SEE SHEET 5 O.S. cn I I N r I0) � nI-0) o c P i 00 I�r- o, N89'47'42"W 855.05' SEA BRIGHT ROAD co W z 45.00' 45.000' 45.00' - - 45.00' 67.90' t 0 0 ^ I 260.00' o �p LOT L 397.00' - - w / `D o 198.05' - po ooCD - o 170.00' - 90.00' 307.00' �, `� 90.00' M 85.15' L14 ( l 85.00' �� 85.00' l 60.00' 75.00' 74.00' 98.00' N45'12'18"E N44'48'01"W z - ( � � -�-- ( N45'1 1'59"E N44'47'42"W --�- � $,�y, L19 p`L LOT A 21.21' a 21.22' 0 21.21' 21.21' ?90' 2 �1l a 25 0 24 o w w w N N 1 i' "o � 0 00 - 148 0 o - 146 w - 004 - - „ i' ii o 149 0 00 147 0 N ] [ o N83'17'38 E(R) N sa 100.00' 100.00' -) z CD z z � �' t1 �� J T01'16"E(R) n w N8" / Y N89'47'42"W 200.00' a �--'- N89'47'42"W 223.87' - }16•32 it 114.74'__`Y��' Q o 0 o D w b11 75.00' 75.00' 73.87' �� N190251 E ��� n o o- N$Q°55'53"E(R) `, o a O 26 0 23 o co o m w o N 67.00' 65.00' 91.87' 1` N87 09'10"E(R) N LOT P P _ D o 1\ J U' O N 145 1I J IN N N J >4 N89°47'42"W CD r' o �`: 4 7 LiN89'47'42"W z w o 0 46'}6"E(R) :? E R) 100.00' o ``' o r N81_ _ - a can N79 54 51„ ( W 100.00' o i� ao r- i E ` _ Z o Qi 130 u i //� N16 23 p9 r 1195} a 129 0 o / °�" 131 3' tl u `s� o t9 0 o b o / a } 05.3 t1 o N 35' 11 r o a o N44'48'01 "W - r� cr N11 o n 0 o z z rn Q 27 co r- C3 22 ao 21.21' % ��'2�' i /Lb - 0 3 +t J LOT N 19.00, p--43'08'07" ��' 144 a 11' 6 0 N89'47'42"W N89°47'42"W �- - 7.75' 31.QQ' 1=36.14'°sr� w 100.00' ( f „E R=48.p �.� sz6 , ^E(R� a o 0 45 QB �i 100.00' w o b C4 N1511' 4Q p' Q 1Q q'E��i o N16 Z6' Q8 N S z C o 0 50.0d LOT 0 ��� o' N1cJ 1QQ14 �a r 1�99g�'42 o. r� o o a rn I r-� O, z� <r t-- 4 tN N141 �' +� co rz 28 0 0 0 .j o AXE BAY COPE o o _ o _ \ ,\ It Q cli co r- 0 21 o Q l - 45.00' - co a oN ` °� 2 N > o cooq rn co o `�° w - o --_-__._�1 '! ^ o 143 'ii �-' _' s' `` 4 r, `Q6 ca ' \ _ "' N89'47'42"W �Y d �/ 132 0� a > ____- v o N89'47'42"W co N o 139.38' vr/ z 100,00' w N89'47'42"W a N�4'4�' p ��'�' h a' 45'E 00 100.00' 7.75' C3 5p.pp ¢ W Q$ Ilk �6• tt o. o 0 0 ( 4z35.20'36 �' %� ✓ _rns oc, 0 29 0 0 iy S6 5� > s R=100.00' oo_ c) o co z co " 20 0 24 212 18"E L=29.61 6JSg2 09 N11 Q6142 s \ \ s_ � s c,� A=9-59'15" 5 6 �rRJ o 21.42' 'ov, L=17.43' 31.00' N89'47'42"W 30' 135 cNn aO 133 E '5 F 30' m o o q5" 13.79' �' 1 i 100.00' N89'47'42"W CD b 134 ma`s 100.00' 60' 17.99' 0 0 z 28.32 v` 30 to a 135.53' 36.61' 0 19 6518 s_ 6 o Cl rn 67.00' 68.00' 21.91' "E }63.50 o Z / cs `"�. 5�bN N89'47'42"W N 6}.05' N11.2631 �` \, a 141 c� 1 L4 \ \ - 70.00' 65.00' 100.00' N89'47'42"W N89'48'14"W 135.01' o + 140,t Q, ^� o `� \ a J 102.00' 100.00' I t 0 0 16.36' ) - o w I -� coo 1 139 r �' ++ \ 1h `? % h N89'18'52"E(R) tr 31 A=10'14'12° Ln o 0o a N �It z + 4' S91' �' S •� o rr "� R=100.00' °° o ry �" 138 s' N o 0 Q ^� 136 o N 137 r Ln I °' n ✓ 15 5 % " // w CD L=17.87' ,:, . o o FNv "' I z ` a / p'S QO 29 o` // N89'47'42"W 1S coo z z t z // L �5' 61• t�Q p �' 7 N5 100.00' `oi o r+ l 2 Jt p=5"�136 ✓ 1� �6"W�R�\ G�3 C22 N ,�'aJ31„W�R� 4Q� �°�` a' Q) 2 N89'47'42"W z 10.02 T - srQ 1.55' / l5'S8" r 16,34 N19 ''l" \� �� N2Z 19' R V �tx �� �2 o Q / A--5 / L= , �S ti NS o z 0 91.93' 2'OS"E �5 S A=4'48'20" / Psi t C 4 D. S �• �' 32 a N79 5 .� 83 ✓ L=75.00' �, 22 54�W�Ri � i "W� 1 �: � g S 0. 4.60' - ? G 46.00' J L=68.44' R=816.00' A=22'311�`1'-35�.75 o N16,, C12 C\1}}L�10QC Q N83'16'55"E 3jrRJ G5 a n It cn 332• LOT R 15.44' Z Ns o I "' R=846.00' p=22�3117" rn N89°47'42"W 17 d+ oo_ l� 55.01' -.� �- R=846.00' A=1928'22 L=287.5� w d\ s '80' o-,, 8 / 100.00' �1 ��� N89'48'14"W 101.56' -�- _ 5g'2 S 3Q SQ o A=16*24'49" �tii` i ,���$ 0.95 DEER LAKE WAY 16.34'40" L=253.46 p,3.55'28" 4513 6,0 L=20.05' c) CD��/ 8" C6 - R=876.00' A= 8 t OQ' t > - c'• 33 0 �`�4'/ roF 4`/,34.98 L3 A=1'48'49" A=3.55'28" Lo6Q• It i- u� r0 2 r A=28'29'06" / ✓ 60•00' t co co cj`i� 1 L=34.80' / 4'36'46'34" L=27.73' �� L=60.00' // L- t d +i � 2 z O �. N wo p �i L=44.93' �t �I t �• \ o cam' 10 4 �No LOT S co a N 60 N89'47'42"W 19.41' t �' 1 o n s�.R ✓� w 21.63' �i�+- Ito 11 Wit` `� `s'D-,o °° 100.00' /�� ¢ n co 00 0 o N I N 12 N 424 o /15 14 o a 1 M 1 3 n- N c" V a Z „'8p. 21 L17 N b m 16 / a o :- o to I .-- - b' t Z g' 32 C \ oN o / �o z z "' I z z, z Z p,2 3 16 \ i " VAT 30' 30' co 34 r- /�`� z p,3,55'28" ��q5• �r L16 N69'59'50"W °U-)°55'28" L-61.53 „ 21g'S6 26.57' I A=1'48'46" A=3'55'28 L-67.53' p,1614'42 ++ \ g 1Q5D�0 75.00' 128.75' 65.00' 37.84' L=31.20' L=67.53' R=gg6.QQ' + �. C g 109.86, 306.59' o++ \ \ LOT B , "t WEST ELM PARKWAY 19.2g°19" L=356 g4 61q 65 / R=1050.0 [N89'48'14"W 1350.60'] 0' p- 105Q 0Q p=33.3224„ `/ �1916 �� W<R� \\ ,4 \\ l \/ 361.60' - ' 55.01' Or\ 2D2a-021(021pql SHEEP 7 OF 7 SHEETS RECTION 28' 02"W 57' 33"E 30' 34"E 12' 18"E 16' 44"W 49' 22"W 19' 01"E 52' 09"W 08' 45"E 13' 50"W 16' 33"W 16' 33"W �1 E •i •i i 0 120 180 147 O.5.