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mb500_058-063OWNER'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 AS AN EASEMENT FOR PUBLIC PURPOSES: LOT "A" THROUGH LOT "K" INCLUSIVE. THE DEDICATION IS FOR STREET AND PUBLIC UTILITY PURPOSES. AS A CONDITION OF DEDICATION OF LOT "A" (NUEVO ROAD), LOT "B" (EVANS ROAD) AND LOT "C" (PARK WEST DRIVE), THE OWNERS OF LOTS 16, 17, 34, 35, 51, 52, 70, 71 THROUGH 84 INCLUSIVE AND 114 THROUGH 134 INCLUSIVE, ABUTTING THESE HIGHWAYS AND DURING SUCH TIME WILL HAVE NO RIGHTS OF ACCESS EXCEPT THE GENERAL EASEMENT OF TRAVEL, ANY CHANGE OF ALIGNMENT OR WIDTH THAT RESULTS IN THE VACATION THEREOF SHALL TERMINATE THIS CONDITION OF ACCESS RIGHTS AS TO THE PART VACATED. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: STORM DRAIN EASEMENTS LYING WITHIN LOTS 34, 35, 70, 71, 115 AND 132, AS SHOWN HEREON. THE DEDICATION IS FOR CONSTRUCTION AND MAINTENANCE OF FLOOD CONTROL FACILITIES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LANDSCAPE EASEMENTS LYING WITHIN LOTS 71 THROUGH 84, INCLUSIVE, 114 THROUGH 131, INCLUSIVE, AND ALL OPEN SPACE LOTS 132 THROUGH 134, INCLUSIVE, AS SHOWN HEREON. THE DEDICATION IS FOR LANDSCAPE AND MAINTENANCE PURPOSES. WE HEREBY RETAIN LOTS 132 THROUGH 134, INCLUSIVE, IN FEE, INDICATED AS OPEN SPACE AS SHOWN HEREON FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES AND LOT OWNERS WITHIN THIS TRACT MAP. PULTE HOME COMPANY, LLC. A MICHIGAN LIMITED LIABILITY COMPANY — --'oe�'IA4L /Z / 17-4 BY: DARREN WARREN DATE DIVISION VICE PRESIDENT OF LAND ACQUISITION & DEVELOPMENT 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 COUNTY OF Qr0.ln------) SS ON —P Cem6,er _ll , 2-??q BEFORE ME, Ta4lor_Colleev% stocV- A NOTARY PUBLIC, PERSONALLY APPEARED ---- _______QC1rLr�V� WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON() WHOSE NAME() IS/Af?E SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE-/ EXECUTED THE SAME IN HIS/f4l T+h AUTHORIZED CAPACITY(), AND THAT BY HIS/W€R/TI' IZE SIGNATURE(t ON THE INSTRUMENT THE PERSON( OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(`) 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. MY PRINCIPAL PLACE OF BUSINESS �Q IS IN _OYGIrl �_ COUNTY. MY COMMISSION EXrIRES: NOTA* PUBLIC IN AND FOR SAID STATE MY COMMISSION NUMBER: 2�1]�ZS PRINTED NAME yLcv C•Ik latw_ffloc)5 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 ----------------) COUNTY OF ----------------) SS ON ______________________ BEFORE ME, A NOTARY PUBLIC, PERSONALLY APPEARED ---- -------------------------------- 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. NOTARY PUBLIC IN AND FOR SAID STATE MY PRINCIPAL PLACE OF BUSINESS IS IN ___________________ COUNTY. MY COMMISSION EXPIRES: ----------- MY COMMISSION NUMBER: ___________ PRINTED NAME ----- IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO, 31157�1 BEING A SUBDIVISION OF PARCEL 1, LOT "A", LOT "N" AND LOT "Q" OF PARCEL MAP 38375, AS SHOWN BY MAP ON FILE IN BOOK 257 OF PARCEL MAPS AT PAGES 40 THROUGH 45, INCLUSIVE THEREOF, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LYING IN SECTION 28, TOWNSHIP 4 SOUTH, RANGE 3 WEST, S.B.M. ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS APRIL, 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, IF ANY. DATED: /"OC°' .�; ----------------------��3SCBY ---------- GABRIEL D. YBARRA 6-30-26 FOR JAHANDAR POURKAZEMI R.C.E. 78008 EXP. 09-30-2025 CITY ENGINEER SURVFyo D. Exp. 06/30/26 LS 4343 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 HAS BEEN APPROVED AND FILED WITH THE CITY OF PERRIS PRIOR TO ACCEPTANCE OF THIS MAP. 6-1 4�Nx Y SALA AR DATE CITY CLERK OF THE CITY OF PERRIS, CALIFORNIA 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 LOT "A" THROUGH LOT "K" 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" (NUEVO ROAD), LOT "B" (EVANS ROAD) AND LOT "C" (PARK WEST DRIVE) FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES AND AS PART OF THE CITY MAINTAINED ROAD SYSTEM. THE OFFERS OF DEDICATION SHOWN HEREON OF THE STORM DRAIN EASEMENTS ARE HEREBY ACCEPTED AS PART OF THE CITY MAINTAINED ROAD SYSTEM, SUBJECT TO IMPROVEMENTS WITH THE CITY STANDARDS. THE OFFERS OF DEDICATION SHOWN HEREON OF THE LANDSCAPE MAINTENANCE EASEMENTS ARE HEREBY ACCEPTED AS PART OF THE LANDSCAPE MAINTENANCE DISTRICT MAINTAINED SYSTEM, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH CITY STANDARDS. MAYOR: MICHAEL M. VARGAS MAYOR OF THE CITY OF PERRIS ATTEST: ?4clTY I'd AL LERK f E %II40� SIGNATURE OMISSIONS PURSUANT TO SECTION 66436 OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING OWNERS OF EASEMENTS AND/OR OTHER INTERESTS HAVE BEEN OMITTED: THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED AGREEMENT EXECUTED BY AND BETWEEN EASTERN MUNICIPAL WATER DISTRICT AND PARKWEST ASSOCIATES, A CALIFORNIA CORPORATION RECORDED APRIL 26, 1989 AS INSTRUMENT NO. 133538 OF OFFICIAL RECORDS. AN EASEMENT FOR AVIGATION AND INCIDENTAL PURPOSES, RECORDED JANUARY 24, 2024 AS INSTRUMENT NO. 2024-0021574 OF OFFICIAL RECORDS, IN FAVOR OF MIPAA, A CALIFORNIA AIRPORT AUTHORITY. [BLANKET IN NATURE] t�U�a�83ox y� 5 SHEET 1 OF 6 SHEETS RECORDER'S STATEMENT FILED THIS _ _ DAY OF _ 20Z$ AT t 1 -iZ. isf IN B4�K OF MAPS AT PAGES __-.51 '_6 J AT THE REQUEST OF THE CITY CLERK OF THE CITY QF PERRIS. NO: ZL-Z1ZS � FEE PETER ALDANA, ASSESSO - COU T`� CLERK -RECORDER BY: -� ---- I`�_/"'�-------, DEPUTY SUBDIVISION GUARANTEE: FIRST AMERICAN TITLE INSURANCE COMPANY 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 PW INVESTMENTS, L.P., A DELAWARE LIMITED PARTNERSHIP ON APRIL 02, 2022. 1 HEREBY STATE THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR WILL BE IN ACCORDANCE WITH THE TERMS OF THE MONUMENT AGREEMENT FOR THE MAP, AND THAT SAID MONUMENTS 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: --/�G------------------ DATED: 12 -1 d - 14 MICHAEL E. JOHNSON LS 7673 E-Q t A N p SG E. /Oy .p` REGISTRATION EXPIRES 12/30/2026 J a A NO. 7673 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 J;AXES NOW A LIEN BUT NOT YET PAYABLE, WHICH ARE ESTIMATED TO BE $-I-j ►'100_-- DATE:(2o IS THIS CERTIFICATION EXCLUDES ANY SUPPLEMENTAL TAX ASSESSMENTS NOT MATTHEW JENNINGS YET EXTENDED ` COUNTY TAX COL TOR BY: ------------- - - - ------ DEPUTY TAX BOND CERTIFICATE u I HEREBY CERTIFY THAT A BOND IN THE SUM OF $_ ���(�O_v 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:2 0,75- 0 OR SURETY BOND MATTHEW JENNINGS COUNTY TAX LECTYt BY: ----- EPUTY NOTICE OF DRAINAGE FEES THIS CERTIFICATION EXCLUDES ANY SUPPLEMENTAL TAX ASSESSMENTS NOT YET EXTENDED NOTICE IS HEREBY GIVEN THAT THIS PROPERTY IS LOCATED IN THE SAN JACINTO RIVER AREA DRAINAGE PLAN AND THE PERRIS VALLEY AREA DRAINAGE PLAN WHICH WAS ADOPTED BY THE CITY OF PERRIS PURSUANT TO ORDINACE AND SECTION 66483 ET SEQ, OF THE GOVERNMENT CODE AND THAT SAID PROPERTY IS SUBJECT TO FEES FOR SAID DRAINAGE AREA. NOTICE IS FURTHER GIVEN THAT, PURSUANT TO ORDINANCE 13-01, PAYMENT OF THE DRAINAGE FEES SHALL BE PAID TO THE CITY OF PERRIS PRIOR TO ISSUANCE OF THE GRADING PERMIT OR BUILDING PERMIT AT THE RATE IN EFFECT AT THE TIME OF ISSUANCE OF THIS ACTUAL PERMIT. 0 ul N 0 N 0 N SEC. 28, T. 4S., R. 3 W., S.B.M. IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO. 31157�1 BEING A SUBDIVISION OF PARCEL 1, LOT "A", LOT "N" AND LOT V OF PARCEL MAP 38375, AS SHOWN BY MAP ON FILE IN BOOK 257 OF PARCEL MAPS AT PAGES 40 THROUGH 45, INCLUSIVE THEREOF, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LYING IN SECTION 28, TOWNSHIP 4 SOUTH, RANGE 3 WEST, S.B.M. ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS APRIL, 2022 EASEMENT NOTES AAN OFFER OF DEDICATION FOR PUBLIC STREETS AND HIGHWAY PURPOSES, TOGETHER WITH ALL RIGHT TO CONSTRUCT AND MAINTAIN UTILITIES, SEWERS, DRAINS AND OTHER IMPROVEMENTS AND INCIDENTAL PURPOSES, RECORDED JUNE 20, 2007 AS INSTRUMENT NO. 07-403244 OF OFFICIAL RECORDS TO CITY OF PERRIS. A2 AN OFFER OF DEDICATION FOR PUBLIC STREET AND HIGHWAY PURPOSES, TOGETHER WITH ALL RIGHT \ TO CONSTRUCT AND MAINTAIN UTILITIES, SEWERS, DRAINS AND OTHER IMPROVEMENTS CONSISTENT WITH THE USE AS A PUBLIC STREET AND HIGHWAY AND INCIDENTAL PURPOSES, RECORDED NOVEMBER 01, 2017 AS INSTRUMENT NO. 2017-0454834 OF OFFICIAL RECORDS, TO CITY OF PERRIS, A MUNICIPAL CORPORATION, A33 THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED AGREEMENT EXECUTED BY AND BETWEEN EASTERN MUNICIPAL WATER DISTRICT AND PARKWEST ASSOCIATES, A CALIFORNIA CORPORATION RECORDED APRIL 26, 1989 AS INSTRUMENT NO. 133538 OF OFFICIAL RECORDS. AN EASEMENT FOR AVIGATION AND INCIDENTAL PURPOSES, RECORDED JANUARY 24, 2024 AS INSTRUMENT NO. 2024-0021574 OF OFFICIAL RECORDS, IN FAVOR OF MIPAA, A CALIFORNIA AIRPORT AUTHORITY. (BLANKET EASEMENT) O STORM DRAIN EASEMENT DEDICATED HEREON. O LANDSCAPE AND MAINTENANCE EASEMENT DEDICATED HEREON. AN EASEMENT FOR AVIGATION AND INCIDENTAL PURPOSES, RECORDED JANUARY 24, 2024 AS INSTRUMENT NO. 2024-0021574 OF OFFICIAL RECORDS, IN FAVOR OF MIPAA, A CALIFORNIA AIRPORT AUTHORITY. (BLANKET IN NATURE) 0 o J w Q Q w m � o � g ORANGE AVE LJ © w ---- of NUEVO RD SAN JACINTO AVE SITE 4 o o m w z z Ld 15 ii VICINITY MAP NOT TO SCALE SHEET 2 OF 6 SHEETS SURVEYOR'S NOTES 1. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS "BILL", "CNPP°, AND "MLFP" NAD 83(NSRS2011) AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A COMBINATION FACTOR OF 0.9999178096. CALCULATIONS ARE MADE AT POINT #1 WITH COORDINATES OF: N: 2217757.726, E: 6268362.480, USING AN ELEVATION OF 1415.09 FEET. THE CONVERGENCE ANGLE AT POINT #1 IS-00-31'48.82 SEE DETAIL ON SHEET 3. 2. - 0 INDICATES FOUND MONUMENT AS NOTED, 3. INDICATES SET 1" I.P. TAGGED LS 7673, FLUSH. 4. -o- INDICATES FOUND 1" IP TAGGED LS 7673 PER PARCEL MAP 38375 PMB 257/40-45. 5. El INDICATES SET STEEL PIN WITH TAG LS 7673 ON TOP OF CURB ALONG THE PROJECTION OF THE SIDE LOT LINES AT THE DISTANCE FROM THE FRONT PROPERTY LINES AS SHOWN 6. -*- INDICATES ZONE 6 CONTROL STATION. 7. TOTAL GROSS AREA OF THE TRACT IS 28.40 AC. 8. * * INDICATES RECORD & MEASURED DATA PER PARCEL MAP 38375 PMB 257/40-45. 9. R4 INDICATES RECORD OR CALCULATED DATA PER RS 139/21. 0. R9 INDICATES RECORD OR CALCULATED DATA PER MB 397/22-26. 11. SET 1" I.P. TAGGED LS 7673 FLUSH, AT ALL REAR LOT CORNERS AND ANGLE POINTS IN SUBDIVISION BOUNDARY. 12. SET NAIL AND TAG LS 7673 ON TOP OF REAR BLOCK WALL IN LIEU OF 1" I.P. AT REAR LOT CORNERS, WHERE REAR CONCRETE BLOCK WALLS EXIST. 13. SET NAIL AND TAG 'LS 7673" ON TOP OF CURB AT AN OFFSET DISTANCE OF 9.75' MEASURED RADIAL OR PERPENDICULAR FROM THE ROW TO THE CURB AT ALL ROW BC'S, EC'S, PCC'S, PRC'S AND CORNER CUTBACKS. 14. SET NAIL AND TAG "LS 7673"ON TOP OF CURB AT THE PROJECTION OF THE SIDE LOT LINES TO THEIR INTERSECTION WITH A LINE LOCATED AT AN OFFSET DISTANCE OF 9.75'FROM THE FRONT PROPERTY LINES, UNLESS OTHERWISE NOTED. 15. ALL MONUMENTS SHOWN AS "SET" ARE SET IN ACCORDANCE WITH COUNTY ORDINANCE 461.21 AND THE MONUMENTATION AGREEMENT FOR THIS MAP. 16. 7-TTT7-FT INDICATES RESTRICTED VEHICLE ACCESS. 17. C.C. & R'S RECORDED C%�-tO LAS INST. N0102-}=00-00-WO.R. MONUMENT NOTES ❑i FD. COPPERWELD, LS 7200 DN. 0,10' IN LIEU OF 1" IP, LS 6810, DN. 0.1' PER MB 421 /37-41; ACCEPTED AS C/L INT. & N 1 /4 COR. SEC. 28. ❑2 FD. 1" IP W/ PP, ILLEGIBLE, FLUSH PER MB 397/22-26; N00'22'05"E 0.10' OF C/L INT. HELD FOR C/L EL NIDO AVE. ❑3 FD. 1" IP W/ PP, ILLEGIBLE, DN. 0.20' IN LIEU OF 2" IP W/ PLASTIC PLUG P.L.S. 3821, DN, 0.2' PER RS 147/97; ACCEPTED AS SEC. COR. ❑4 FD. NAIL & TAG, LS 3821, IN CONC FOOTING, DN. 0.50' PER MB 397/22-26. �5 FD. 1 1/4" IP W/ N&T, LS 3035, FLUSH PER RS 139/21; N19'23'24"W 1.57' FROM PROP. COR. N2279468.202 --' E6237668.054 DH7093_MLFP —� FD. 1 " IP W/ PP, ILLEGIBLE, DN. 0, 20' IN LIEU OF — 2" IP W/ PLASTIC PLUG P.L.S. 3821, DN. 0.2' PER RS 147/97; ACCEPTED — — AS SEC. COR. _ N2258381.997 ` - - E6149110.959 DH7054 CNPP - FD. COPPERWELD, LS 7200 DN. 0.10 v\ IN LIEU OF 1" IP, LS 6810, DN. 0.1' PER MB 421 /37-41; ACCEPTED AS C/L INT. & N1/4 SEC. 28 �\ N 2217757.726 \ E6268362.480 \ BASE PT. #1 \ BASIS OF BEARINGS DETAIL \ NTS 1 N2154994.976 \ \ E6313564.170 AF9684-BILL IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 1 " = 100' TRACT MAP NO. 31157�1 50 0 100 200 300 BEING A SUBDIVISION OF PARCEL 1, LOT "A", LOT "N" AND LOT "T OF PARCEL MAP 38375, AS SHOWN BY MAP ON FILE IN BOOK 257 OF PARCEL MAPS AT PAGES 40 THROUGH 45, INCLUSIVE THEREOF, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LYING IN SECTION 28, TOWNSHIP 4 SOUTH, RANGE 3 WEST, S.B.M. ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS APRIL, 2022 / I PM 15/98 21 BASIS OF BEARINGS NUEVO RD. (N89'50'21"E 2640.41' R4) (N89'50'28"E 2640.55' R9) *N89'37'55"W 2640.40'* *N89'37'55"W 1320,30'* 20 LOT "A" N w0 g a s � I z o / z _ o ZTLn--' � ICN � m I V I co pl I I DETAIL "B" SCALE 1 "=5' 2 20 _ 28 • 71 70 52 51 35 134 O.S. LOT "K" LOT "J" 2 72 69 53 50 36 CD I.� 73 68 54 49 U z 37 Ln * I z o z LLJ w I I 74 g 67 Y 48 00 t 55 o J c`�a 56' 38 56 ° Q z 28' 28' ' ' 2828 * 75 66 47 56 56' SEE SHEET 4 39 76 65 28 57 46 54Vao8�st �, Oro'fih�/ SHEET 3 OF 6 SHEETS SEE SHEET 2 FOR MONUMENT NOTES, EASEMENT NOTES, SURVEYOR'S NOTES AND BASIS OF BEARINGS DETAIL Un a, A 34 17 16 LOT "I" 33 18 t 32 �' 19 z ' J 31 0 20 I 56' 13 30 21 28' 28' 7 12 29 11 I v) z i 28 40 i 22 SEE DETAIL '' B j 8 1 77 64 45 HEREON i I I 58 28 10 � 41 23 • Z • I 78 63 44 59 27 9 4=2'42'3" 24 I L=85.080 I � � 79 I 62 43 42 I N87-54'09"E(R)I„ 1 � LOT G„ 60 LOT "H" 26 8 80 I 61 -- _ _ 25 SEE DETAIL 'A' I � , _ — BRYANT ST. 7 HEREON I I Q Q l l 81 0 � 92 93 / 6 82 90 91 94 95 „I„ I I 88 89 96 LOT - LOT "B" \ I 87 SEE SHEET 5 97 98 5 83 86 99 * 1 85 60, ¢I J M 1 30' 30, 108 107 106 105 104 103 3- o 30, 4 PARCEL 4 ,� a' 84 =� J 109 102 60 110 101 3 111 100 PARCEL MAP 38375 PMB 2s7/40-45 \ Ia \ I* � \ O 113 112 _- -- ' — — o ABERDEEN WAY 2 • a \114 � `\ L=452.18' R=1800.00' a 2 1 A=14*23'36" LOT\"E" \, 122 123 124 125 � • 121 126 • 2 LOT „ F„ 120 2 — _ 127 * 132 118 119 • • _ *16.23'* PARK WEST DR, 128 2 Ico. O.S. \ J• • o 117 2 —• ! *R=55o.00 d= ��s 34 129 \ o 116 115 -� � � LOT „o„ _------- 1g 1gs\ 130 LO,T p„ 24"W ETAI L "A" \LE 1 "=20' 0 0 z Lu i * 1239.14'* I. 38 N Ln 37 C'4 03 w_ c V — — — — 0 36 Z N 35 N 00 34 W 33 / / / / / TR N0. 29425 MB 397122-26 / / --*N52'59'181 89.39'* *N32'38'04"E 133.20 *N53'14'25"W 87.72'* N II I 31 32 I 11 I N83'37'57"E 0.51 '* PARCEL 2 *N49°29'42"W(R) 60.00'* PARCEL MAP 38375 ' PMB 257/40- 45 3 30 2 * PARCEL 3 ¢� �\ 131 M=9'44'35" *4g429' p.52* 6�S"/ 6 J�`'• R=270.00' I Z 133 0 d �P L=45.91'* O.S. *��� o , — PARCEL MAP 38375 gyp, tiS9 PMB 257/40-45 • • *A=18'16'59" * _l • F *A=O'l8'34" *N53'22'05"E(R) 33.00'* • R=330.00' *N13 4906 ono *�� R=1800.00' N49'02\ • L=105.30'* '42"E(R) • * N49'02'42"E 37.12' o 1 L=9.73'* ------------- �-`-- * o `� \ • *N4'04'36"E 19.73'* 4=4'19'22" L=41.50' � • �, a�� 2 CURVE TABLE CURVE # RADIUS DELTA LENGTH C25 48.00 212'37'22" 178.13 C29 48.00 212'37'22" 178.13 C30 48.00 15-42'50- 13.16 C31 48.00 8'23'08" 7.03 C32 48.00 212'37'22" 178.13 CURVE TABLE CURVE # RADIUS DELTA LENGTH C35 48.00 1O'l8'56" 8.64 C36 48.00 13'44'53" 11.52 C37 48.00 212'37'22" 178.13 C40 1030.00 4'43'00" 84.79 C41 1030.00 4'43'12" 84.85 81.66' 128 I -------------- 00 64.00' I NO'36'38"E(R) 13' 2 -�7 �- L61J N84'58'O1 "E(R) 16.45' 7' 1 /1 81.71' L63 125.32' J 158.00' J N8'59'46"E(R) N15' 6 ---a -- 134 O.S. CURVE TABLE CURVE # RADIUS DELTA LENGTH C61 25.00 97'28'48" 42.53 C64 25.00 18'34'19" 8.10 NUEVO RD. NO°36'38"E(R) 18.22' IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO. 31157�1 BEING A SUBDIVISION OF PARCEL 1, LOT "A", LOT "N" AND LOT "T OF PARCEL MAP 38375, AS SHOWN BY MAP ON FILE IN BOOK 257 OF PARCEL MAPS AT PAGES 40 THROUGH 45, INCLUSIVE THEREOF, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LYING IN SECTION 28, TOWNSHIP 4 SOUTH, RANGE 3 WEST, S.B.M. ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS APRIL, 2022 *N89'37'55"W 1320.30'* 1238,53' 15 07 0 LOT "A" 20' � NO°36'38"E(R) 8.68' 19.98' 11.32' l 157.00' 157.00' LnN 14.2 1 '31 E(R) zcat�-aa�,�o3t 160' SHEET 4 OF 6 SHEETS " = Nmm o 30 0 60 120 180 VV SEE SHEET 2 FOR MONUMENT NOTES, EASEMENT NOTES, SURVEYOR'S NOTES AND BASIS OF BEARINGS DETAIL to I NO.36'38"E(R, 21.74' 157 159.45 L62 �,N 16'07'30"W(R) 71 � %� °� `fo_ 7 0 5 2 `� �� �� 51 N 3 5 cti °``�. 3 4 ,� °\ �h r C30 C31 �� �, N82'27'27 E(i �• h i C64 I N84'41'46"W(R) - N87°33'44"W(R) "d �' N85'02'11"E(R)- o cD �' o C35 C36 ``rn ��'- 1 7 0 �� �� \`��`� 16 --------- a --------- -- 11 u v c l� ____------ N88'59'37"W(R) 0 ii „ „ R) N89'55'20"W(R) �i 1i cp p w I --- 110.49' - ,a LOT „K„ , '------------ ` LOT J �_ 20 35"W(------------ a ,. „ o N88' I = N89°23'22"W 110.02' - 109.23' `� -' ---- LOT I ? N85'24'13-W(R) N89°23'22"W 103.16' 109.02' ( N89°23'22"W ( N89'23'22"W N89°23'22"W N89°23'22"W -- ' N A=21*00'17" o A=24'27'52" o p=18°OS'18" 1 rcv p=21'53'09" 1.75' co N o L=17.60' `n .o cy , L-20.50' o o o _ - N89'23'22"W ( ( 109.01' 1 ( 111.75' _ 109.00' �' z P O 0_ 0 69 0 o L=15.20' _� _ �\ , L-18.33' a o A=14'41'40" A=15°15'54" tL N89°10'16"W ' 72 o c` 0 `� Ln 0 0. h o o Sri o 0 0 0 - o A=12*19'32" 0 0 0 ;n - A=15*46'42" t' `o `� ^� ' 5 3 "` o ' o " 5 0 ,r, c i L=12.31 ' o. N o L=12.79' o cw? L=13.22' "' o o ! c' v s� `° , cn �, ;n oo con Arn o. n o N n cr, a 3 6 d o L=10.33' 116.23' Z z �? o �, ,n o co n N ❑ ❑ _ 123.55' 124.22' Z ❑_ 12172' p=1'07'22" y z 18 W 10 ' • z N89°23'22"W o } N89'23'22"W - ❑ o 0 @ 15 a .-' 10.16' J N89'23'22"W 10.16' w N89'23'22"W L=1.96' ❑ N89'23'22"W y 0_ 10.16' 8.62' 125.51' N89'23'22"W o A=16'18'41" 6.25' p=16°18'41" fl 5.83' 123.34' ❑ ❑ 127.12' o A=16'18'41" o o N89'23'22"W 124.68' f; 73 R=100.00' o o A=16'18'41" 10.16' 0 10.16' A=16*18'41 1.07' 2.28' N89°1O'l6"W Ln _ 28.00' R=100.00' 68 ,ri q R=100.00' 49 o o p=15'11'20" 10.07' 10.14' 10.15' L=28.47' _-__ ____ 54 R=100.00' 28.00'� ____ Sri o R=100.00' o p=16'18'41" 28.00'( L=28.47' u� n L=28.47' c ---- - n L=26.51' 28_00' ----- L=28.47' 32 �, _ 2$.00' co L=28.47' p=16'18'41" 123.00' rn 1 u 1 c Ln ---- r----; R=100.00' CD 1N89'23'22"W U 130.00' 130.00' N 28.00' 129.00' 37 I 28.00' ooi 1 9 RL 1�8 �� m 7 28.00 L=28.47' 14 N89'23'22"W N89°23'22"W I = N N89'23'22"W °J w I Z o N89'23'22"W v v 129.00' N89'23'22"W `" U c" 131.93' co 0 7 4 0 o u� 0 129.00' = rn ca rn Ln J 67 � r S O 48 N89°23'22"W 0 129.00' } N89'10'16"W I o �n�" 55 � z z Ln 31 0 � o z 123.00' Y o' o O n u) o o w o 13 l 30.00' 0 129.00' o 0 3 8 0 m L 2 0 oo `" I 8' N89'Ln 23'22"W 56' N89'23'22"W z 130.00' co n N � n' -coN89'23'22"W cD N89'23'22"W CD co 28' 28' N89'23'22"W 56' `' N 0 0 0 0 60 129.00' 00 132.07' 0 o N89'23'22"W N z n 75 Ln �, uo-) 66 p Q o 28' 28' a 47 a M 129.00' 0 30 0 129.00' cV w N89'1o'l6"W I �; �' �' 5 6 0 n bo N89'23'22"W 56' o 001 o 123.00' cn � ' z � "' o o 0 12 z N 130.00' cv �, 129.00' �, o 'i 1 o r, Ln w N89'23'22"W a) Ln o o m LLn N89'23'22"W 130.00' ri N89'23'22"W �, 39 N89°23'22"W Ln n o o I oo a o o 00 N89°23'22"W cw w N o o D 2&' 28' 129.00' S6, 132.21' «' "' 76 n 65 o 00 0 46 0 �r N89'23'22"W N89'1O'l6"W o I z n "' ' Ln 5 7 0 F ' 129.ofl' 0 2 9 129.00` 28' 28' � b N89'23'22"W o o Ln o 0 1 1 U I 123.00' w 130.00' Ln z 129.00' N N �? o Ln N89'23'22"W N89'23'22"W 130.00' N89'23'22"W o � N89°23'22"W - � 22 6 o0 0 0 0 o N89'23'22"W o 0 40 � � 129.00' ,,� 132.35' 77 z a 64 o a I 45 00 w 'CD 00 N89'23'22"W N89'1O'l6"W 0 66' I ' "' r o ' Ln Go "� 129.00' 28 '�' - 129.00' c00 A=1'49'36" * 123.00' 1 58 Ln N89'23'22"IN o0 oo "' L=18.24' 130.00' 129.00' z vi 10 w b N89'23'22"W o N89'23'22"W 2' ' oo - ) N88'47'02"E(R) z I oo (0 130.00' N89'23'22"W z N89°23'22"W a 2 3 L"------------ A=O'48'29" o N89'23'22"W o p=3'23'05" �r N o L=24.46' o N I I 0 41 �n c� 129.00' co 132.20' 1 l o o .) l p=5'40'O1" o N89'23'22"W a 78 p=O'49'35" p=O'55'58" 63 n o _ L=26.90' o " CO N M- N89'10'16"W I- r� �n N ) 1. � N A=5°10'2$" w l ( ) L=23.24' ( ( - n-N86'00'16 W{R) L=29.62' 0 130.12' 0 11 � 9 I L=25.32' cD fl o N U R 128.53'------- 27 N89'57'24"W 123.00' r` 59 p o N N84°56'38"E() i o � 129.79' N 0N0 0 + Q ------ T 27.67' in i - - c� - N84_12'54"W o o° N89'48'09"E(R) �i n o0 n oo ' a N89'23'22"W o ----- �R) o NBTI l'42"E(R) ,'' N o ! N -r ;n n o T-------- 3" J rn r� N89'23'22"W N82°11'51_E(R� , II II N$9'23'22"W - + _ o n r� o r a 1„E(R) _ d N89-23'22"W ' Ln 15'1 tf) -- 89 0 - _ !; j o , N89'40'40"E{R) --- 133.53' a a J p-2°37'23" 2 4 C'4 mn it co II N83_-----12 E t n <r w °� N o11 o `----------- o A=3'04' 14° 4 I- 4 2 L=12.45' 130.34' a� ce 127.92' N N N87'54'09"E(R) U oo 4 79 ''' � o - o "' 62 N89'23'22"W � II J y _ - cn �n 1, - ,, �� L=14.58' 3 z �'� rn N50'26'21 "E 1 �, p=0'50'00" ; N$1'46_45-E-Ra -� o it jl a N89'10'16"W a - li ++ 'n ++ Ln o cv II "' N w " "' 20.77' L=4.77' - - o a a /^I a u N87'51'30"E(R) iI n I A=O'l9'26" N52'51'54"W �--N89'23'22"Wb w ------------ a n rn a 1 c�' p=5'46'36" IA=6'00'22" 28�00, "' 09 oar 0 ' 123.00' a (0 ;n11 "' ) N34'48'55"E L=1.85' � co 21.12' N4'15'37"E(R) 26 127.92' L=107.9T - ( 28-00 N37.12' "W ��' m 136.45' C8 9.86' (� N87 52 37 E(R) i N88'07'15"E a a a N89'23'22"W 20.44' J _ 12g.00' L=103.85' i rr - R=328.00'"8 1 ---- ------ I i� a I -------- 7i 3T38" Z$.00' I R=1030.00' A=11°46'58" L=211.82' C40 "'� oo p=2'22'22" �. a SEE DETAIL , "' " " o \ -- O _�' 3 I= - LOT "H" o o �i 32 N48'1242"E L=17.74' LOT G o ca o N8T39'00"E R o 6O D- 00' c� n io BRYANT ST. �' I ` _ L�12 n 00 o + 118.89' - '58" p ,n � N 61 S' -1030' 41 cq1 - - Q 4, W Aii'� SHEET 3 Ln r6 N85°56'S8"E(R) � a' � N85'19'08"E(R) '"• FZ- 0' C cv �n �o L=289.36' _ iroi ol� '1Q3Q, g'SQ, I �\ 23.00' �- o I o a-, \\ N89'10'16" N �,65.2 " I� 0 1 a a A=16'34'45 �� �.. of Q 9° ( ` a �2 22' d, 2 5 r a +i o0 co \ --� n �"'l N85'S5'33"E(R) a J n n ,---- _ 34°13'33" L=597.35' � � \ � iI-------- w II - 5�' 2 0,64 54'32 to i. t }__, _-- R=1000.00 A= 'I 4=11'44' - 22'4S„ L` ` ��4 13 iQD607" °0 u J i+ z °' �- \\ NB2'30'18'_E(R) r a -- ----- a N50'31'06"W p=g'30 5 po5' Ire R Mo C10 -----_ �" 20 16 4.1T R; 00 a u �� \ �' 123.00' - 21.52' R`-270.00' 36 5A - ---- 1 - ----- �,103.13' L = 86' 8' 6 27 Q 28 N86°15'28"E 28.00' 28.00't. �� 8698' C9` N8*58'36"E(R� C,g� i 00' �M 7 Ln i aLn _ 4483 / - N9 Cl C11 \ `/ 4,�O.QsO " 40.62' w a J z I n o 44.85' L= ST a ro o r7 - gib/ --/' Cg �' \ i Rc30Q_QQ a r of .� �_ � 113.92' ` ono J Ca °O 81 N o 0 o,05(R)- ^� 7G07' N12143 \ j'S2. of rn v II LO ' N89'10'16"W N83'S9'48' -- -- - 30.00'- j i - _ p 51 SEE SHEET 5 �' ------------ - jl 59 --- --- "'+r� z a �r �* N - `\` N87'37'31 "W(R) a o 121.00 1 i 43.66_ - b N-g 3 ;-- 46.97' i s 30' N84'19'S4"E - 45 6' �I'o R=30082 g� 91 92 o+ ` 49.QQ' � j�' 6 �_ o �n N M L=49 88 $g l 93 94 95 3 9 6 r\/�jJ ,`71 L1 �(R) �.�� N OQ c d J _ a N84'01'12';E(R) c� N Io Ln u a�� N8207_29_'E�RI of �3�.00' N81'58'p4"E(R) 87 1-0121. o LOT „B„ N82 22'20"E R a � co a �I - too o 'o N8Z 06'22_E() N Ln ----83 ,� 8 6 M alp Lp `� ago � 85 zw- o Jr�- 16"E(Ri Ng0'15'___ n CD z o � J 0 o I i 121.00 ; n ' NSON80"114 E(R 60 30, cwn I\ i 8! OS 30 LINE TABLE LINE # DIRECTION LENGTH L15 N83'38'40"E 88.50' L16 N08'07'36"W 81.70' L17 N06'37'06"E 79.64' L18 N81'44'46"W 87.59' L26 NOO'36'38"E 18.19' L27 N00'36'38"E 16.99' L40 N07'37'01"W 90.90' LINE TABLE LINE # DIRECTION LENGTH L55 N00'22'05"E 20.72' L56 N00°22'05"E 21.40' L61 N42'07'25"E 24.04' L62 N00'36'38"E 9.40' L63 N89'37'55"W 9.75' CURVE TABLE CURVE # RADIUS DELTA LENGTH Cl 300.00 8*44'14" 45.75 C2 272.00 8*44'14" 41.48 C3 272.00 6'00'28" 28,52 C4 328.00 6'00'28" 34.39 C5 300.00 6'00'28" 31.46 C6 1583,00 1'40'28" 46.26 C7 F1583,00 1'40'36" 46.32 CURVE TABLE CURVE # RADIUS DELTA LENGTH C8 1000.00 2'l6'55" 39,83 C9 1000.00 2*216' 17" 42.55 C10 1000.00 2'2'1'30" 41.16 C11 1000.00 2*21'30" 41.16 C12 300.00 10'09'51" 53.22 C13 300.00 10°05'04" 52.80 /1 � ;n ; 12 j 76, 97 c , f�� LOT „I„ o rn N78 43 Q41wr 30 00, -1�5 o co - 98 5 10 -5 p 99 30, 60' id S2 Q9'jy 30 4 0 0 0 a <r O 0 38 0 0 r; 0 0 Ln uo 21 o N c? n 37 to N u� CO w N 0 CD z o * U-i Un 0) 36 Ln TR. N0. 29425 Ln mg 397/22-26 o u-i 35 0 0 Ln Ln 34 r7 / / Cn / LO / / / ..1'3 / C / 32 o % 1 / W LLJ = SEE DETAIL •A• (n SHEET 3 w i, W { I Ln 1 { ♦ ( � - I� _N w!�t�-Qa�3z em'vlhol low ti IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 5 OF 6 SHEETS N TRACT MAP NO. 31157�1 0 BEING A SUBDIVISION OF PARCEL 1, LOT "A", LOT "N" AND LOT "Q" OF PARCEL MAP 38375, AS SHOWN BY w �c0 E MAP ON FILE IN BOOK 257 OF PARCEL MAPS AT PAGES 40 THROUGH 45, INCLUSIVE THEREOF, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LYING IN SECTION 28, TOWNSHIP 4 SOUTH, RANGE 3 WEST, S.B.M. ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS APRIL, 2022 s 1 " = 60' SEE SHEET 4 SEE SHEET 2 FOR MONUMENT NOTES, rEASEMENT NOTES, SURVEYOR'S NOTES 11 30 0 60 120 180 �43 42 j AND BASIS OF BEARINGS DETAIL 11 - 28_00' 28_O'0' 2 6 2s.00' LOT "H" BRYANT ST. M j o I o,' � 80 LOT »c� 61 60 _ 25 n yoo �'� p=16'34'45" L=289.36' o , { of N85'55'33"E(R) _ - -- --- p=34'13'33" L=597.35' - of _ 32 o `. t R=1000.00' �, A=11"4 N1g'21' cq 123.Od' ---- _ co 5'54' 1 M o - 4'15" L, - 21 'e II N 28.00'--I a NT3TO1"W 90.90' N�,103.13' 1 �- C9 C10 - 7 2-=86' PRC" (R) 28.00' J Go N86'15'28"E 28.00'_ N9 C11 _ / - n R=970 pp' A=34'13'33" L=579.43' J C8 02" 6=3 35'43" ©=3'35'44" A=3'35'48" A=3'35'45" f/ R,37 607" r �, � 113.92' I o n n <r ao C6 1 /' 86 g8 „ p=3'32' L=60.$T L=60.87' L=60.89' L=60.88' d=3'35'48" 0.00' o, v n 81 "' 01 0 11 L15(R) - - QO Ol' 49 E fl,3' 40 41 L=59.83' =6 9 - , � _ �� ( ) C 52.Sg' or a N89'10'16"W 0.$ /i ©`3 3550 r 4 7p•06, �r _ �* " N87°37'31 "W R J N N - _ 27' 1 '' 1 i--. I �-. r= a' N83'S9'48"E(R) z o o - `----------- o n / � I � 07" 46. � � ;" o a o 121.00' -�� 43.66E _x�_ N'g 51" 86.98' OZ \�� \ �62 �, i Q w i w i W �� 6° g0' 1 4=325• �,,/ R,33p 00' or ` 97 y`n n I - 300 •p0' ao �� I ° I r N cL, 5 28" 5 �._ 49.00' - ll °� 6 .' I N84°19'54"E _ 45.66' 2 ct �I 91 19 2 3 9 4 `fl "' °� 9 6 C` , 818 0l 1 o J n `� RL=4g.82 i 56.00 A=1'39' 11 " �a� 9 0 d o I- 9" 9 5 9� C o (R / c r a_ N84'O1' 12"E(R) N N N- c i r / 4, L 18 )_ o a I O " �- 89 p �. d `I II N O arl I aJ I CV , o� , / 8:31', "�, -' o r r� ' c"'v a C7 I "' g p5'23 L=27.99' -� \o 1. I z ' d vi cv r m 4/ N I \ �; f o � o z I r' z z z' I z o i �r •.� er // C=49.° % 38.59' r 12 "? 8 2 11 tt 11 42,84 35 �. rn z II / z z orr o _� 8' i v 1. 76, 0 o I r " Q -� \ 52• s o`� LOT „I•' 0 m/ d °j A=O'21'33 i cv v) N7 � i u N82°07'29 E�R� - - `� ^ \ - r / z I cr rnr / * o W o - A=O'25'28" 2.96' 87 Z °J rh ^ U co 4" (R a - 0 30.00' Ln 1 w - Z r 46"E //N88'29'14"E / "N86'07'18"W z-•� �� 97 //a L=6.08' A=1'34'49" h a o rn ) n, 1 o n o E / 54.00' 107.95 / A o; ri L=9.10' //' /ry30 00' �� o l� l`i n 11 121.00' R=330.00' 1 gg r N83'05' / o N82'22'20"E 20 1� �I o L=2.44 o Z N83°11'42" 1 53.97' 53.98' 53-97 \%�`N7856'OJ"W �/� 98 r a ^`� �/ c' o00 " 5 co 0 22"E(R) t1 N N - I d 52.87' 39.99' 52.56' S3, 107 g �. o 26.61' I- LOT 'B ' o o N-2•_06' __ a n M c� -c 1- o n E 7.36' 55.39' 97' S -� Q r / 1 o __-- N c� rr �0 11 1 8 6 � � 58" 2 co ' - �n r` �o' Z 78°OS 39.15' 14.01' 36' S3. ,3 rr 99� r - ro, N 9S r'� d' ,n lin O� J -- of .h ._.� N"'o 83 no r�o r�ol• N 65 97' 1i N �_ / N N6. :zra n ;` la o i- `- n o �z 42E 52.13' ^i 11.19'- 37' rnr !� 2, I 8 5 0' I 44 r %30' so' °9'w a a '' a gp'15'16"E(R� In a Z \ N,4 6,00 13.72' Iii � i �i 31"4p, 3405 J.40, W 10843j \� _�' 30 /� v 14722, iR) 0 1 N_ o N37'48'22"E 5 3 w l -. o u 4.1 00 �I x I w, r� S 60' 21.52' E 18 56 i- ,n I N I N r v i w r 5,02, 1 ctj ^ 30 13 „ 4 49 0a i s N N i I rn w 1 vw 3, N i 0 00 N N80' E Ri 30 p7' 6.51' �1� ��, �o-' Ir �r 6S4 6S9 a / $ E(Z _ N7 �' S8. 10 6 10 5 1 8' N8p_14'0 _ n t- 30' 66,5 _ ? co 84 Lo ei Ln 5g'84 c�' o r � c` s s' 114 in�. 112 2 � 132 � 113 � %� .� 0 N59°54'22"W o 1 ( cr 21,57' 66, N89'OS'27"E \ \ 5 66, to N 30.24' 000 30.0o'_ 50 64 47, . C44 132 ` ,�� /4 +C" Os65 186625c W ° SEE DETAIL ..y� 1 ♦� �3 SHEET 6Lq � �. • - ��� 1 55.50, v I G 31.62 • ' \ 'LOT „ F„ oo 7 2 ♦ 0� ca rn cs rn n o n o A=�12'55'27 �.\ ! ` 1 18 cfl Q ` Z Z -N 1C;74.63' o`L��-10.83' 117 �- s �,� `A=13'48'S3" 0°' ; 1 16 =! L=24.11' 3p3.93 �r 115 Z c� A=111'4s" - 2 L=2.09' g5 50 % 133 O.S.- �\ 2 ` �61,00 31588 �• I � 2 9 s 3° SEE DETAIL •D• �'� �6 p0 `� ', �g452 SHEET 6 - ♦ 49 „E 460.52* L=9.73' \ �, *N1 �pT C48 I 06„E(R � • N73 a 1 o ` 1 1 1 1 , N i� N 0 z 0 co rn rl cV Ln 107 0��,104 ��, �W, s� s0 4 'c-1 � Q- 1 M p O I O I O M M 1 o N t u7 N'n Q,108 0 � - z Z; zI z z 103 ^,- d n a` On �\ z z i z o ;,D ; 1 0 2 N^ �w / 6.94' o 0 140 0 / o 10 9 ' Z / / i - �v ^ cb i ^� io �� p 86, d 1 10 =4'26'01"pv ©=4°26'03" �\ A=4'26'07" �/ A=4'26'09" i �, ^o d/ 1 0 1 %l / yd o S �Y 0 / L=58.20' L=58.21' / / A=4'21' '• z `� S`1 y A=1'S1'09" // _4.22'26" L=58.19' L=58.22' , 36" ; zi o2N 1 00 3 5 L=24.31' r N' S7,41 R=752.00' A=40'05'S7" L=526.30' L=57.22' i d 4'2,38, �� �`b rb ABERDEEN WAY LOT "F" L 5j•23' d, . _/` o Ns 112>6' 453 42j, , N69'16'58"E o Sag, 4.92' " A=4 393 56 _ 090 i 4-- 21.19' A=6'44'16" ho SOl • R=722.00' A=52'37'47 L=663.20' L=550.24' � (, °3'48 R=752.00' 2 2°1 10 �C27 oli N1315;52 _ R=69 \` \ L=88.43' c+ 410� \ �� A=5°24'40" 2.00' A_ 0 2 1 a t o oar 4628„ �\ p=5'24'35" '\\ L=65.35' '�\ A=5'25'33" \ d_ 50'O1'27" C` w ?¢6 �� 3poo, o N6S O4S9 �<?�ti� ' 16.23' 4 5 28' 604 (R oo N17'20'S4"W 3g 0" o,\ �= \ L-65.34' \ L=65.53' 30'" 18' / S ^� %%`� 43 \ n G45 L78 E=57.66' \'1.-1 2 2 1 ' i L=66.13' /� 4,5. ^� %o' 3�Op'`( o• �> L 8.57' 1 I w - �, 20' / % 19.95' rw i� 2'� i� trw Io -.r i ter' C'64.420 i a 1 0° PARCEL 2 Ic �, 8' SQL m '� ', d Fri I f O 1^ I l(7 v, L J tip 01 N � S I N O I d' W I O p l y W l �p I N tl- r 12 6 I S2 �4)+��•. /\ � S 3 ."� 4 p0 0 r `vn o 1 m rn N I cfl ai I o 12 3 6 112 4' I- o I n ",4ru I C\ 4 S6 4S„ -.. C2� /, \ S2 'l1, 4. L54 0. LOT "E" Qi 1 �, � I N ' " 1 2 5 v� ^ S F \ 6 °' PARCEL MAP 38975 �/ I� o oIN nI I ^�r r� I 6 /O \ 0 0' 6' o I I z Go - I z n ail . r cv or � I 41' �R / o 8.79'CQ\ �� \ d' 121 `„ o Ilco o `� I z i z 1 \ �' `� l ^ or o ,� r;Gr r J o' /v \ °S' PMB 257 c!� =r c z I I i z z zi cv rnrr r -� / 4�5, 4�8 ^� S0. 6.17' /'40-45 z z o /� �/ 2 S, S0 - !c� ¢Sg•, �S SO \ I z �, o, a / 6S 7 2 a o_ s' L79 \\ \ R=590.00' 1 "� / a o; r, o / 4 F 1 I \ A=5°24'42" \ 1 A=56' /° %p% • N rn o ,n d /' 5°24'36" \ A=5'25'36'" 1 3155" o� L14 z 54 l �- I 4=5 / = z h/ o " 9. N I 4'23 - L=55.06' - _ 28 " , 582.13' rr i ^ N/ .o oo�h �i 128 4.5� 6 N S c� 66' N= - L=55.05' L=55.22' 34 / C, m , i �, SS. S j 19 Z 120 s' V L= - R=583.0 2' - - 5 20' " I ? o / / 6 °2' �2 �S *N83'37'57"E 20.51'* 39 44J6 L=55.7 / 4, I = , rn', / / L S' 8 A' L53 /) • V38 \ C23 •��--- 22'07"W(R) 2 ° ©=57'38'14" L^ C,54.345� i 4\ 127 = N i O°j 3' ,FF 1 ,x 16.23' O11 .� N17 ___ R) PARK WEST DR. 586.4j, S 2S� " 2 / �o �0 00 �� 12 9 ��c�,�2S„ 9T v o c 1 O1 -N12 54'S4„ ( C\ S 1 00 `�/ \,�� y �S 89 • • *N49°29'42"W(R) o / �1 4400 ' ` �1 12' , N / o X S �' , r60.00' i5550 `�o � �••1 G o � 1\S2SOS' ; �\o' iXD�io��0/ `�`S'' S � i Oo �o h LOT C" 4�6 SJ ^� ` 4700'� j�--- _ 4Sgs4„ 3 '4\ `���° \oo�io� L=23.43' S�)Sg�S O�/\ A LOT „0„ - PARCEL MAP �8375 - - L 6 L S2S' ! 13 9 S� PARCEL .3 PMB 257140-45 2�SS,Q°,9h o LINE TABLE CURVE TABLE CURVE TABLE R, 4-- /1 `� ��' ti ^�� oo C16 LINE TABLE LINE # DIRECTION LENGTH CURVE # RADIUS DELTA LENGTH CURVE # RADIUS DELTA LENGTH 4�� L %� �� �S, �^�%p �' `.\ • '6 �Q, 66� 2 s1 °Sry; 131 ,,�ti LINE # DIRECTION LENGTH L34 N85'59'12"W 19.73' C6 1583.00 1'40'28" 46.26 C19 550.00 4'19'22' 41.50 °Sry 6S' \ \ L\7,jQ< j LINE TABLE LINE # DIRECTION LENGTH L14 N 15°52'11 "W 0.79' L15 N83'38'40'E 88.50' L16 N08'07'36"W 81.70' L17 N06'37'06"E 79.64' L18 N81'44'46"W 87.59' L19 N31'39'50"W 23.01' L21 N37'35'57"E 23.49' L22 N49'02'42"E 82.42' L23 N59'23'33"W j 19.28' L34 N85 59 12 W 19.73 L53 N30'55 34 E 21.28 C7 1583.00 1 4036 46.32 C20 722.00 33359 44.94 8g� AQ: AS °S o o ti L36 N13'56'33"W 88.38' L54 N58'53'42"W 20.52' C8 1000.00 2'16'55" 39.83 C21 722.00 3'1O'l7" 39.96 AR BFLSD ° 45�ti L37 N74'07'49"E 88 77' 1 59 N89'35'19"E 20 32' C9 100000 2'26'17" 42 55 C22 270 00 5'S5'05" 27 89 L38 N74'07'49"E 33.00' L39 N74'07'49"E 33.00' L41 N79'20'02"E 94.05' L43 N74'07'49"E 63.23' L44 N16'29'28"W 46.39' L60 N49'02'42"E 29.12' L74 N29'07'49"E 19.80' L78 N28'32'45"E 20.98' L79 N53'59'10"W 21.48' L80 N07'42'15"W 21.41' C10 1000.00 2'21'30" 41.16 C11 1000.00 2'21'30" 41.16 C12 300.00 10*09'51" 53.22 C13 300.00 10*05'04" 52.80 C14 100.00 15°00'38" 26.20 C15 300.00 8'02'23" 42.10 C16 300.00 1*42'12" 8.92 C17 300.00 9'44'35" 51.01 C18 550.00 4'19'22" 41.50 C23 48.00 72'26'44" 60.69 C24 48.00 210*01'17" 175.95 C26 550.00 2'57'17" 28.36 C27 722.00 2'36'20' 32.83 C44 48.00 11°09'43" 9.35 C45 692.00 2'36'20" 31.47 C46 330.00 9'44'35" 56.12 C47 270.00 7'04' 12" 33.32 C48 1866.00 0'19'14" 10.44 CURVE TABLE CURVE # RADIUS DELTA LENGTH C66 270.00 11'l2'47" 52.84 c�19 N40'57'18"W 60.00' V h°' Ste' *N49'02'42"E 37.12'* *N4'04'36"E 19.73'* (R) 33.00'* *R=270.00' A=9'44'35" N L=45.91'* S). oS��RJ R=300. )0' A=7'04'12" L=37.02' VITA DETAIL "C" SCALE 1 "=10' \ 114 \ R=1734,00' A=0'02'05" ( 132 L=1.05' ` O.S. � O N23'36'58"W(R) ----------- LINE TABLE LINE # DIRECTION LENGTH L35 N49'45'01"W 28.70' L47 N73'30'32"E 11.92' L48 N73'30'32"E 15.38' L49 N16'29'28"W 18.95' L51 N74'07'49"E 4.67' L52 N74'07'49"E 7.25' L57 N16'29'28'W 4.29' L58 N74'07'49"E 4.44' L73 N16`29'28"W 20.24' N84•2g 00 E�R� U ABER�EEN wAY -- N71-07'15"E(R)- N54'39'32"E(R)--- c54 115 8 \ CURVE TABLE CURVE # RADIUS DELTA LENGTH C49 48.00 24'24'44" 20.45 C53 55.00 7'44'46" 7.44 C54 35.00 11*51'38" 7.25 C55 48.00 24'15'05" 20.32 C56 25.00 88*11'10" 38.48 C57 25.00 19'38'31 " 8.57 C67 25.00 16'05'44" 7.02 N S IN THE CITY OF PERRIS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT MAP NO. 31157�1 BEING A SUBDIVISION OF PARCEL 1, LOT "A", LOT "N" AND LOT "Q" OF PARCEL MAP 38375, AS SHOWN BY E MAP ON FILE IN BOOK 257 OF PARCEL MAPS AT PAGES 40 THROUGH 45, INCLUSIVE THEREOF, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LYING IN SECTION 28, TOWNSHIP 4 SOUTH, RANGE 3 WEST, S.B.M. ALBERT A. WEBB ASSOCIATES - CIVIL ENGINEERS APRIL, 2022 DETAIL "D" SCALE 1 "=10$ Z \ rn 0 /cp 115 n (-' ��� J C57 \ v \ L57 • 133 O.S. css O2 ti .�\ 660� g3 r-- `.J C67 L35 L58 Nat 09 , P F� zolo *5 W r4v8J09L 6vtAbo/ DETAIL "E" SCALE 1"=10' NSA •� S�, 131 SHEET 6 OF 6 SHEETS D