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mb490_050-053THIS SUBDIVISON CONTAINS NUMBERED LOTS: 10 LETTERED LOTS: 3 GROSS AREA: 10.55 ACRES OWNER'S STATEMENT IN THE CITY OF BANNING, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 110001h, Ag"10"kT nk —VoE 10 Emma l '1%Afj IN&NE ■ 38057 BEING A SUBDIVISION OF LOTS 5 THROUGH 10, 39 THROUGH 62,87 THROUGH 94,135 THROUGH 138, AND LETTERED LOTS A AND B, OF TRACT NO. 4414, AS SHOWN BY MAP ON FILE IN BOOK 77, PAGES 65 THROUGH 72, INCLUSIVE, OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, LYING WITHIN SECTION 3, TOWNSHIP 3 SOUTH, RANGE 1 EAST, SAN BERNARDINO MERIDIAN. DARYL J. CHRISTIAN, L.S. 8554 MDS CONSULTING FEBRUARY, 2023 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 AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: WE HEREBY DEDICATE TO THE CITY OF BANNING, A NON-EXCLUSIVE USE EASEMENT OVER LOTS A (VISTA SERENA AVENUE), B (ALLEY) AND C (ALLEY) FOR PUBLIC UTILITY PURPOSES. WE HEREBY RESERVE FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES AND LOT OWNERS WITHIN THIS TRACT MAP. LOTS A (VISTA SERENA AVENUE), B (ALLEY) AND C (ALLEY) FOR PRIVATE STREET PURPOSES. VISTA SERENA HOMEOWNERS ASSOCIATION KEN FRA EY PRESIDENT VSHOA KEN 'FRAW L6y NOTARY ACKNOWLEDGMENT GARY/JONES DIRECTOR 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 Ca a { (1 1 ) )SS COUNTY OF ON 1jY1CZCGh Co 20_2?BEFORE ME, N `i 12✓)vV& A0C, 4 NOTARY PUBLIC, PERSONALLY APPEARED C F CLW m --)C((30-( 7� L S WHO PROVE TO ME ON THE BASIS OF SATISFA Y EVIDENCE, TO BE E PERSON"HOSE NAM $?R SUBSCRIBED TO THE WITn[THEIT RUMENT AND ACKNOWLEDGED TO ME THAT HE/ S1 ECUTED THE SAME INH AUTHORIZED CAPACITY(), AND THAT BY HtS/- EI SIGNATU S N THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERS ( A TED, 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. WI HAND 7tt MY PRINCIPAL PLACE OF BUSINESS IS IN SIGNATUR arca '( cC) COUNTY PRINT NAME MY COMMISSION EXPIRES �qw, I ADRIENNE PAKENHAM Notary Public . California ' orange County s Commission 9 2432346 Li W My Comm. Expires Dec 25, 2026 ON 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 $ 3 f g Ot7 _ b0 DATED: APQI I - 2s 20� . MATTHEW JENN.INOS, COUNTY TREASURER - TAX COLLECTOR BY: , DEPUTY TAX BOND CERTIFICATE I HEREBY CERTIFY THAT A BOND IN THE SUM OF $ 3&W -b0 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. CASH OR SURETY TAX BOND MATTHEW JENNINGS COUNTY TREASURER - TAX COLLECTOR BY: /Yvk, DEPUTY SURVEYORS NOTES: SEE SHEET 2 SIGNATURE OMISSIONS: SEE SHEET 2 EASEMENT NOTES: SEE SHEET 2 SURVEYOR'S STATEMENT SHEET 1 OF 4 SHEETS RECORDER'S STATEMENT FILED THIS 9!!!- DAY OF&am_ 20:3 AT 1 .elf P• M. IN BOOK q4!2 OF MAPS, AT PAGES !ED - S 3 AT THE REQUEST OF THE CLERK OF THE CITY OF BANNING NO. 9023- 61IM77 FEE 4 iS PETER ALDANA, COUNTY ASSESSOR - CLERK -RECORDER BY: A=DEPUTY SUBDIVISION GUARANTEE BY: TITLE COMPANY ChtC_a90 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 VISTA SERENA OPPORTUNITY FUND, LLC IN DECEMBER, 2020.1 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. DATE: Z' 20 oN \AL LAAID Z 0 a o 7Z 0 DARYL J. RI IAN 8554 EXP. 12/31/24 * LS 8554 000,) T c6ms4jI t4 v 0 F OF CALIF CITY ENGINEER'S STATEMENT I HEREBY STATE THAT I HAVE EXAMINED THE WITHIN MAP, THAT THE SUBDIVISION SHOWN THEREON IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP OF TRACT NO. 38057 WHICH WAS APPROVED BY THE CITY OF BANNING CITY COUNCIL ON MARCH 23, 2021, AND ANY APPROVED ALTERATIONS THEREOF; THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT (DIVISION 2 OF TITLE 7 OF THE CALIFORNIA GOVERNMENT CODE) AND CHAPTER 22 OF THE BANNING MUNICIPAL CODE APPLICABLE AT THE TIME OF THE APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH. DATE: �ZL 6 , 207-1. QRoFESS/C� z CD No. 74754 rm NAT C. SMITH, RCE 74754, EXP. 12/31/2023 CITY ENGINEER, CITY OF BANNING crvlL �P q� Ci' CAL�FC�� CITY SURVEYOR'S STATEMENT I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND THAT SAID MAP IS TECHNICALLY CORRECT. DATE: Z 4 - MA -P, , 20Z-;;� LAND S� AS �.4 j 7;_Jw vp BY: T. fiOWARD, PLS 7648, EXP. 12/31/20 ENGINEERING RESOURCES OF SOUTHERN CALIFORNIA /64$`x// COMMUNITY DEVELOPMENT DIRECTOR'S STATEMENT THE TENTATIVE MAP WAS APPROVED BY THE CITY CO CIL ON MARCH 23, 2021. ,,oe DATED: , C ITY DEVELOPMENT DIRECTOR EASURER'S STATEMENT I HEREBY STATE CCORDING TO THE RECORDS OF THIS OFFICE AS OF THI E PROPERTY SHOWN ON TH1 NOT SUBJECT TO ANY SPECIAL A NTS, BONDS AND/OR LIENS WHICH HAVE NOT BEEWPADAN FULL. T FICATION DOES NOT INCLUDE ANY SPECIAL ASSESSMENTS THE BONDS 0 - AVE NOT BECOME A LIEN AGAINST SAID PROPERTY. 1'� CITY TREASURER CITY ACCEPTANCE CERTIFICATE I, MARIE CALDERON, CITY CLERK AND EX -OFFICIO CLERK OF THE CITY COUNCIL OF THE CITY OF BANNING, STATE OF CALIFORNIA, DO HEREBY CERTIFY THAT THE SAID CITY COUNCIL AT ITS REGULAR MEETING HELD ON THE AC -6 DAY OF M N 7 , 20 ZI , DULY APPROVED THE WITHIN SUBDIVISION, AND ACCEPTED ON BEHALF OF THE PUBLIC AS OFFERED FOR DEDICATION: 1. THE NON-EXCLUSIVE USE EASEMENT OVER LOTS A (VISTA SERENA AVENUE), B (ALLEY) AND C (ALLEY) FOR PUBLIC UTILITY PURPOSES. CA-P_0LAtA5TA"N ABANDONMENT NOTE: PURSUANT TO SECTIONS 66499.20.1/2 AND 66434(g) OF THE SUBDIVISION MAP ACT THE FILING OF THIS MAP SHALL CONSTITUTE THE ABANDONMENT OF ALL PUBLIC RIGHTS OF ACCESS OVER VISTA SERENA AVENUE AND THE "ALLEY" AS DEDICATED TO THE CITY OF BANNING BY TRACT NO. 4414, FILED IN BOOK 77, PAGES 65 THROUGH 72, INCLUSIVE, OF MAPS, OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, SUBJECT TO THE RESERVATION OF A PUBLIC UTILITY EASEMENT (PUE) FOR PUBLIC UTILITIES AND EXISTING DRAINAGE, WATER AND SEWER PURPOSES. IN ADDITION: PURSUANT TO SECTIONS 66499.20.1/2 AND 66434(g) OF THE SUBDIVISION MAP ACT THE FILING OF THIS MAP SHALL CONSTITUTE THE ABANDONMENT OF ALL EASEMENT RIGHTS FOR ACCESS, PUBLIC UTILITY AND INCIDENTAL PURPOSES WITHIN THAT PORTION OF THE "ALLEY" WHICH WERE CREATED BY THE RECORDATION OF TRACT NO. 4414, FILED IN BOOK 77, PAGES 65 THROUGH 72, INCLUSIVE, OF MAPS, OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, AS SHOWN IN DETAIL "A" ON SHEET 3 HEREIN. I:\92200\MAPPING\TR38057 2-24-2023 IN THE CITY OF BANNING, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA T ACT NO. 38057 BEING A SUBDIVISION OF LOTS 5 THROUGH 10, 39 THROUGH 62,87 THROUGH 94,135 THROUGH 138, AND LETTERED LOTS A AND B, OF TRACT NO. 4414, AS SHOWN BY MAP ON FILE IN BOOK 77, PAGES 65 THROUGH 72, INCLUSIVE, OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, LYING WITHIN SECTION 3, TOWNSHIP 3 SOUTH, RANGE 1 EAST, SAN BERNARDINO MERIDIAN. DARYL J. CHRISTIAN, L.S. 8554 MDS CONSULTING FEBRUARY, 2023 FOR CONDOMINIUM PURPOSES SIGNATURE OMISSIONS: PURSUANT TO SECTION 66436(a)(3) OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING OWNERS OF EASEMENTS AND/OR OTHER INTERESTS HAVE BEEN OMITTED, AS THEIR INTERESTS CANNOT RIPEN INTO FEE. BANNING LAND COMPANY, HOLDER OF AN EASEMENT FOR DITCHES, PIPES AND FLUMES, RECORDED APRIL 4, 1895 IN BOOK 28, PAGE 102 OF DEEDS, OFFICIAL RECORDS, RIVERSIDE COUNTY, CALIFORNIA. BANNING LAND COMPANY, HOLDER OF AN EASEMENT FOR WATER DITCHES, FLUMES, AND PIPE LINES, RECORDED MAY 22, 1895 IN BOOK 33, PAGE 115 OF DEEDS, OFFICIAL RECORDS, RIVERSIDE COUNTY, CALIFORNIA. GENERAL TELEPHONE COMPANY OF CALIFORNIA, HOLDER OF AN EASEMENT FOR CONSTRUCTION AND MAINTENANCE OF UNDERGROUND CONDUITS AND APPURTENANCES THERETO, RECORDED AUGUST 1, 1973 AS INSTRUMENT NO.101080 OF OFFICIAL RECORDS, RIVERSIDE COUNTY, CALIFORNIA. STORER CABLE T.V. INC., HOLDER OF AN EASEMENT FOR POLE LINES, CONDUITS AND UNDERGROUND FACILITIES, RECORDED JULY 23, 1973 AS INSTRUMENT NO. 96605, OF OFFICIAL RECORDS, RIVERSIDE COUNTY, CALIFORNIA. NOTARY ACKNOWLEDGMENT A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT. STATE OF ) )Ss COUNTY OF ) ON 20_, 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 SIGNATURE(S) 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 SIGNATURE PRINT NAME 0 00 Im Lo Q O 0 v c . O O °O Lo ca z cn 3 c� W QN b z MY PRINCIPAL PLACE OF BUSINESS IS IN COUNTY MY COMMISSION EXPIRES FD. 3/4" I.P. W/NAIL & TACK, NO TAG, DN. 0.8', ACC. AS C INT. PER M.B. 77/65-72. 661.04' (661.04') 215.00' M (215.00') - Ak L FD. 3/4" IP, NO TAG, FLUSH IN SIDEWALK, 9 NO REF., ACC. AS PT. o ON LINE. 6 I t LOT 9 FD. 3/4" I.P., W/TAG, LS 3442, DN. 0.2', NO REF., ACC. AS C INT. PER M.B. 77/65-72. EASEMENT NOTES: SHEET 2 OF 4 SHEETS QA - INDICATES AN EASEMENT FOR DITCHES, PIPES AND FLUMES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED APRIL 4, 1895, IN BOOK 28 OF DEEDS, PAGE 102. LOCATION CANNOT BE DETERMINED FROM RECORD INFORMATION. ©- INDICATES AN EASEMENT FOR WATER DITCHES, PIPES AND FLUMES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED MAY 22, 1895, IN BOOK 33 OF DEEDS, PAGE 115. LOCATION CANNOT BE DETERMINED FROM RECORD INFORMATION. © -AN EASEMENT FOR CONSTRUCTION AND MAINTENANCE OF UNDERGROUND CONDUITS AND APPURTENANCES THERETO AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED AUGUST 1, 1973 AS INSTRUMENT NO. 101080, OF OFFICIAL RECORDS. EASEMENT IS BLANKET IN NATURE, AFFECTING COMMON LOT AREAS. QD -AN EASEMENT FOR CONSTRUCTION AND MAINTENANCE OF UNDERGROUND CONDUITS AND CABLE SYSTEM AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED AUGUST 2, 1973 AS INSTRUMENT NO. 101578, OF OFFICIAL RECORDS. EASEMENT IS BLANKET IN NATURE, AFFECTING COMMON LOT AREAS. (D -AN AN EASEMENT FOR UNDERGROUND CABLES, WIRES AND APPURTENANCES, REC. JULY 23, 1973, AS INST. NO. 96605 OF OFFICIAL RECORDS. EASEMENT IS BLANKET SURVEYOR'S NOTES IN NATURE, AFFECTING COMMON LOT AREAS. • - INDICATES FOUND MONUMENT AS NOTED. *---o INDICATES FOUND SPK.&W, LS 3109, FLUSH, ACC. AS POINT OF CONTROL PER M.B. 77/65-72. *---(2 INDICATES FOUND NAIL&TAG, LS 3109, FLUSH, ACC. AS POINT OF CONTROL PER M.B. 77/65-72. 1" IRON PIPE TAGGED L.S. 8554, FLUSH, OR SPIKE & WASHER, STAMPED L.S. 8554, FLUSH IN ASPHALT, OR LEAD, TACK AND TAG, L.S. 8554, FLUSH IN CONCRETE, TO BE SET AT CENTERLINE INTERSECTIONS, POINTS OF CONTROL, AND ALL LOT CORNERS. ( ) - INDICATES RECORD DATA PER TRACT NO. 4414, M.B. 77/65-72, UNLESS OTHERWISE NOTED. BASIS OF BEARINGS: THE CENTERLINE OF THEODORE STREET, SHOWN AS N. 8905420" E., PER TRACT NO. 4414, M.B. 77/65-72 WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. SOILS REPORT: PURSUANT TO SECTION 66490 OF THE SUBDIVISION MAP ACT, A PRELIMINARY SOILS REPORT, PREPARED BY UNITED-HEIDER INSPECTION GROUP, PROJECT NO. 10-18198, DATED OCTOBER 31, 2018 IS ON FILE WITH THE CITY OF BANNING, ENGINEERING DEPARTMENT. BOUNDARY SURVEY 1"=100' SEE SHEET 3 THEODORE STREET N 89'54'20" E 1986.06' (1986.48') 809.64' (809.64') e ' SEE SHEET 4 ' FD. GEAR SPK.&W. LS 5411, FLUSH, NO REF., ACC. AS C ' INT. PER M.B. 77/65-72. I W. � 1.1 ., Tri Inv, nv" 1v1 w, I V. I I/ T If 117 numm. DN. 0.1', NO REF., ACC. AS TR. TARGET, NO TAG, FLUSH, COR. PER M.B. 77/65-72. NO REF., ACC. AS TR. COR. PER M.B. 77/65-72. FD. FOUR (4) WITNESS N&T, R.C.F.C., FLUSH ON SEWER MAN- HOLE, PER CR 2020-0300, ACC. AS T INT. PER M.B. 77/65-72. 515.38' A (515.80') FD. LEAD & PIN, NO TAG, FLUSH ON TOP OF CURB, NO REF., ACC. AS PT. ON LINE. W W Cc_ F_ U) W C'3 ccQ N 17 Co c0 c� _N O co co 3 M iD N b ►A FD. 80D SPIKE, NO TAG, -j DN. 0.1', NO REF., ACC. AS C INT. PER M.B. 77/65-42. 1:\92200\MAPPING\TR38057 2-24-2023 IN THE CITY OF BANNING, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA A"oh'8057 m E "m �6 25 08 R 30 Ift 0 ff In Ar BEING A SUBDIVISION OF LOTS 5 THROUGH 10, 39 THROUGH 62,87 THROUGH 94,135 THROUGH 138, i\N AND LETTERED LOTS A AND B, OF TRACT NO. 4414, AS SHOWN BY MAP ON FILE IN BOOK 77, PAGES / (N89 -47'527W) 1`0 65 THROUGH 72, INCLUSIVE, OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY 17.50' 1 C OF RIVERSIDE, STATE OF CALIFORNIA, LYING WITHIN SECTION 3, TOWNSHIP 3 SOUTH, RANGE 1 EAST, SAN BERNARDINO MERIDIAN. �I� o�: aDARYLJ. CHRISTIAN, L.S. 8554 MDS CONSULTING FEBRUARY, 2023 co I'w F SCALE: 1 "=40' �I z I Z /"< �II �\" FOR CONDOMINIUM PURPOSES of t ��N 23°22'44" W c" `n) / �- -� RAD - PRC o>� N 81'08' / co• 28, W C29 C) N _23'20'25" W RAD _ - PRC (C28) 0 � o N � �.I FD. 3/4" IP, NO TAG, FLUSH IN SIDEWALK, C) NO REF., ACC. AS PT. ^� I ON LINE. ov CURVE pCD i' lo 0.68 Ac. w co M BEARING Iu-i M o w <- 04'43'46" �co �o N 89'54'20" E o� 221.68' _DISTANCE 15.00' L2 �o 08'09'08" z LOT 9 L3 w i 3,455 Sq Ft 17.50' 0.08 Ac. 215.00' (215.00') 40 20 0 THEODORE STREET _ N_89°54'20"_ E 809.6_4_' 261.52' (261.52') SCALE: I"=40' 40 GRAPHIC SCALE SHEET 3 OF 4 SHEETS 80 120 FD. GEAR SPK.&W. LS 5411, FLUSH, NO REF., ACC. AS T- INT. PER M.B. 77/65-72. 333.12' (333.12') 0 0 O N 89'54'20" E 5' 194.88' l N 89°54'20" E 215.00' / / 'r' o 20 L=17.78 c11 /z / M.B. 77/65-72 \`L n N 89°54'20" E 140.92' c 14 N 89'54'20" E o N p`ti X6.54 :"N 89°54'20" E 140.92' C3 / C13 40.00' C31 �, 01, / z I z C3 N 89°54'20" E �o i' N 8_9'54'20" E �� h°�'� 2� N 89'54'20" E 121.27' C13 I 40.00' 6p00 6 46.41' 1 cv OSS ® N' G C25 L17 c / N 89°54'20" E 6�0 5 g <11 / �S�� Z' 11.42' `� \°c N 12_44'39" Ej �r� d:c0 06 " E \ 8� \ \ o 00 `� +' O o, �, o J N 11'02 3 0. / N 85'21 54 RAD -PRC ZD 00 IN o \gyp ti�Qs E 12.52 12.5' 415 1 1 82 �6, �\ Q P\'�vi Crn RAD N o� �1 Q6 11.83 \. 79,180 18 t1 0co - 47.0 6� \ \ 4' i`= rr- �' 75 7 1177 11 78 o co v co J 12.5' 12.5' \ \ 6 c-, 1 N 3 \ 71 7 w -�'o o I I c;) U PAT ti 3r6' \ Q\ O ao 0 23.84 co tx� 00, o,\ \°c rn"n I ` 1 d o d 1 I rl0 47 0 E 7609'52 E D 16 ���� oro I Q ) �- ti 72 173 1 z � �T AI pA�T 61 o N 1 c,, I �y z N T A� PAT z 47 50' o 00 LOT 8 CURVE 94.00' i' 127.67' 0.68 Ac. 40.00' BEARING 52.00' 04'43'46" o N 89'54'20" E 00'05'40" 221.68' _DISTANCE 15.00' L2 N 08'09'08" W 26.50' L3 w 89'47'52" p0 17.50' I N 25'00'00" W 12.00' L5 N p0 , E 24.98' L6 N 00'15'35" W o r L7 N 89'54'20" E I CD N LOT 2--_ z� \ ¢\c O- ' ti �% N �� �I� CS 0 0 11,202 Sq Ft 00`05'40" W 52.00' L11 N 00'05'40" w o 00 0.26 Ac. / �` N 81_47' 45'' E v L13 I o v 00'05'40" W 23.00' L14 N 08'09'08" � '�' I � 0 o w W 18.91' L16 N 00'05'40" I � z C5 «o ° » N89 47'52 W / 21.65' L18 - 00'05'40" `� � `' N 31.34' I t E 16.50' o cQ pj N 00'05'40" W 12.87' 212.50' LOT 7 C27 (5T45'44') `� (30.24') C28 (66'45'15") (10.00') (11.65') 37,588 Sq Ft 89'58'00" ,�; z u 01'38'40" N J 11'32'5_4'_E_ o o o _- /� I - 0.86 Ac. 45.00' Q a' C39 89'42'12" 45.00' 70.45' RAD `�/N / / TRACT NOo 444 a � o I A=11'38 34 z / ^ / / o :5- � l N 89°54'20" E 215.00' / / 'r' o 20 L=17.78 c11 /z / M.B. 77/65-72 \`L n N 89°54'20" E 140.92' c 14 N 89'54'20" E o N p`ti X6.54 :"N 89°54'20" E 140.92' C3 / C13 40.00' C31 �, 01, / z I z C3 N 89°54'20" E �o i' N 8_9'54'20" E �� h°�'� 2� N 89'54'20" E 121.27' C13 I 40.00' 6p00 6 46.41' 1 cv OSS ® N' G C25 L17 c / N 89°54'20" E 6�0 5 g <11 / �S�� Z' 11.42' `� \°c N 12_44'39" Ej �r� d:c0 06 " E \ 8� \ \ o 00 `� +' O o, �, o J N 11'02 3 0. / N 85'21 54 RAD -PRC ZD 00 IN o \gyp ti�Qs E 12.52 12.5' 415 1 1 82 �6, �\ Q P\'�vi Crn RAD N o� �1 Q6 11.83 \. 79,180 18 t1 0co - 47.0 6� \ \ 4' i`= rr- �' 75 7 1177 11 78 o co v co J 12.5' 12.5' \ \ 6 c-, 1 N 3 \ 71 7 w -�'o o I I c;) U PAT ti 3r6' \ Q\ O ao 0 23.84 co tx� 00, o,\ \°c rn"n I ` 1 d o d 1 I rl0 47 0 E 7609'52 E D 16 ���� oro I Q ) �- ti 72 173 1 z � �T AI pA�T 61 o N 1 c,, I �y z N T A� PAT z 47 50' o 00 LOT 8 I IL zo ool M r rn r- r> Lo06 w d -n awl w o 00 N � 00 b N 0 N z O C) z zl GR N o- N 75-1,5'00. N 75°1s0p» 46.00, W 46. 00, z W X5.36, N 6g°1 Rqp S'�r3, I nT q 45,414 Sq R 0.35 Ac. 11.83' 81°50'52 E ,�h cQ1C-0 % 02' 20 \ 16Og 11.83' i N U �' d� N /` C30 5.3 �=$o P � N 81'50'52 E R_g13 p0' LOC \SEF{ENA Avg` VIS 0 o Z// w 00 Z/ - N o O w // N 4 rn L . w -43 _.z LOT C NOT A PART N IN N m I o0 p ��oq,00 �o,�� E , _ cm J p \•\ � n 8 1 •50'52 E 99.39' N V /,1 cry C1 �RpO \, N 81 L23 �! 001 N N 81° 50' 52__ _ E - 157_ N N 50'52' E 113.88' °- N 81° x_69'34'55' D=go' 17'37„ R=10.00' L=12.14' U=15.76' _ _ _ RN 1PCC O �1Y3 �/ LOT 4 28,567 Sq Ft ° 0.66 Ac. ��,5-223T R� �o CV �� 00 Ono Io 0 O M FD. 2" I.P., W/TAG, RCE 15795, DN. 0.1', NO REF., ACC. AS TR. COR. PER M.B. 77/65-72. TI?ACT NOO. 4414 M.:. 77; 65-72 271.01' 00 w '>1 9.s� .� D0l N $1.50 52 E 22.50' 9 0 34 38, 121.00 z 63' N 81'50'52' E 77.36' Z � A=85'07'22" I o •p�\`d, ,�; a I R=10.00' I 80 15' 15 N \` ��0 �i5` o 0 L=14.86' I C 600,, UwI o I 0 LOT 5 s o f o 0 0 10,217 Sq Ft p;\ z b 15' 115' 0.23 Ac. C16 Z z C16 ��50 N 0°05'08" W 6.00' L9 L9 N 0°05'08" W 6.00' 182.97' CURVE 29,559 Sq Ft i' # 0.68 Ac. LU BEARING Cl 04'43'46" o N89°47'52"W 00'05'40" 32.00' _DISTANCE 15.00' I IL zo ool M r rn r- r> Lo06 w d -n awl w o 00 N � 00 b N 0 N z O C) z zl GR N o- N 75-1,5'00. N 75°1s0p» 46.00, W 46. 00, z W X5.36, N 6g°1 Rqp S'�r3, I nT q 45,414 Sq R 0.35 Ac. 11.83' 81°50'52 E ,�h cQ1C-0 % 02' 20 \ 16Og 11.83' i N U �' d� N /` C30 5.3 �=$o P � N 81'50'52 E R_g13 p0' LOC \SEF{ENA Avg` VIS 0 o Z// w 00 Z/ - N o O w // N 4 rn L . w -43 _.z LOT C NOT A PART N IN N m I o0 p ��oq,00 �o,�� E , _ cm J p \•\ � n 8 1 •50'52 E 99.39' N V /,1 cry C1 �RpO \, N 81 L23 �! 001 N N 81° 50' 52__ _ E - 157_ N N 50'52' E 113.88' °- N 81° x_69'34'55' D=go' 17'37„ R=10.00' L=12.14' U=15.76' _ _ _ RN 1PCC O �1Y3 �/ LOT 4 28,567 Sq Ft ° 0.66 Ac. ��,5-223T R� �o CV �� 00 Ono Io 0 O M FD. 2" I.P., W/TAG, RCE 15795, DN. 0.1', NO REF., ACC. AS TR. COR. PER M.B. 77/65-72. TI?ACT NOO. 4414 M.:. 77; 65-72 271.01' 00 w '>1 9.s� .� D0l N $1.50 52 E 22.50' 9 0 34 38, 121.00 z 63' N 81'50'52' E 77.36' Z � A=85'07'22" I o •p�\`d, ,�; a I R=10.00' I 80 15' 15 N \` ��0 �i5` o 0 L=14.86' I C 600,, UwI o I 0 LOT 5 s o f o 0 0 10,217 Sq Ft p;\ z b 15' 115' 0.23 Ac. C16 Z z C16 ��50 N 0°05'08" W 6.00' L9 L9 N 0°05'08" W 6.00' 182.97' GILMAN STREET N 89°54'52" E 814.72' N 89°54'52" E 814.96' _ A=90'00'00" R=19.00' L=29.85' N 0°05'40" W 11.00' rJ'jnT9 96 N 89'54'20" E 147.76' N 89°5420" E 228.99' W �n 191.99' J I L- 110 109 NOT Al PART 107 1 108 CURVE COURSE DATA # # RADIUS BEARING Cl 04'43'46" L1 N 00'05'40" W _DISTANCE 15.00' L2 N 08'09'08" W 26.50' L3 N 89'47'52" W 17.50' L4 N 25'00'00" W 12.00' L5 N 89'44'25" E 24.98' L6 N 00'15'35" W 10.93' L7 N 89'54'20" E 11.93' L8 N 89'54'52" E 20.00' L9 N 89'54'52" E 10.00' L10 N 00`05'40" W 52.00' L11 N 00'05'40" W 55.00' L12 N 52'02' 13" W 35.13' L13 N 00'05'40" W 23.00' L14 N 08'09'08" W 18.59' L15 N 08'09'08" W 18.91' L16 N 00'05'40" W 37.09' L17 N 89'54'20" E 21.65' L18 N 00'05'40" W 18.74' L19 N 81'50'52" E 16.50' L20 N 00'05'40" W 12.87' GILMAN STREET N 89°54'52" E 814.72' N 89°54'52" E 814.96' _ A=90'00'00" R=19.00' L=29.85' N 0°05'40" W 11.00' rJ'jnT9 96 N 89'54'20" E 147.76' N 89°5420" E 228.99' W �n 191.99' J I L- 110 109 NOT Al PART 107 1 108 _O T C N 89'54'52" E 250.09' 23 ALLEY N 89'54'52" E 250.09' CURVE DATA DATA # DELTA RADIUS LENGTH Cl 04'43'46" 80.00' 6.60' C2 08'03'28" 200.00' 28.13' C3 12'50'19" 100.00' 22.41' C4 89'42'12" 30.00'r22.70' 6.97' C5 13'00' 19" 100.00' 11'4858" C6 81'56'00" 45.00'4.35' C7 90'10'27' 37.00'8.23' C8 51'06'49" 45.00' 40.14' C9 90'09'55" 10.00' 15.74' C10 90'00'00" 16.65' 26.16' C11 1T24'43" 16.65' 5.06' C12 72'35'17" 16.65' 21.09' C13 12'50'19" 87.50' 19.61' C14 01'11'45" 87.50' 1.83' C15 9900'00" 10.00' 15.71' C16 9900'00" 5.00' 7.85' C17 18'11'42" 140.00' 44.46' C18 60'00'00" 30.00' 31.42' C19 38'03'27" 80.00' 53.14' C20 38' 12'05" 80.00' 53.34' C21 08'06'35' 100.00' 14.15' C22 91'38'40" 10.00' 15.99' C23 08'03'28" 187.50' 26.37' C24 44'51'06" 5.00' 3.91' C25 12'50'19" 112.50' 25.21' C26 08'03'28" 212.50' 29.88' C27 (5T45'44') (30.00') (30.24') C28 (66'45'15") (10.00') (11.65') C29 89'58'00" 16.65' 26.14' C30 01'38'40" 794.00' 22.79' C31 05' 17'43" 45.00' 4.16' C39 89'42'12" 45.00' 70.45' _O T C N 89'54'52" E 250.09' 23 ALLEY N 89'54'52" E 250.09' 1:\92200\MAPPING\TR38057 2-24-2023 COURSE DATA # BEARING DISTANCE L21 N 81'50'52" E 22.50' L22 N 08'09'08" W 12.50' L23 N 81'50'52" E 8.10' L24 N 11'4858" W 46.00' 1:\92200\MAPPING\TR38057 2-24-2023 o\ S 40 20 0 N 89'54'20" E 809.64' 261.52' 127.67' N 89°54'20" E 221.68' Op LOT 7 37,588 Sq Ft IN THE CITY OF BANNING, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AM BEING A SUBDIVISION OF LOTS 5 THROUGH 10, 39 THROUGH 62,87 THROUGH 94,135 THROUGH 138, AND LETTERED LOTS A AND B, OF TRACT NO. 4414, AS SHOWN BY MAP ON FILE IN BOOK 77, PAGES 65 THROUGH 72, INCLUSIVE, OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, LYING WITHIN SECTION 3, TOWNSHIP 3 SOUTH, RANGE 1 EAST, SAN BERNARDINO MERIDIAN. DARYL J. CHRISTIAN, L.S. 8554 MDS CONSULTING FEBRUARY, 2023 FOR CONDOMINIUM PURPOSES SCALE: 1 "=40' 40 80 120 GRAPHIC SCALE FD. GEAR SPK.&W. LS 5411, FLUSH, NO REF., ACC. AS C INT. PER M.B. 77/65-72. THEODORE STREET a iCD N 89°54'20' 40.00' 52.00' I �I cII,-, N°- N - _RAD -PRC 0.86 Ac. o 0 O co 184.21' A=90'00'00" R=19.00' L=29.85' N 0°05'40" W 11.00' SHEET 4 OF 4 SHEETS 48.00 48.00' 44.911 1 ' N I 100 1 0 0 I 1 17 1 "' �w FD. LEAD & PIN, NO TAG, FLUSH I I -� J II ON TOP OF CURB, NO REF., ACC. 1 281.21' 1 1 ( AS PT. ON LINE. I I I I I N 89'54'20" E I I N 89'54'20" E I :zd' LOT 6 48.00' 48.00' �- O st 38,601 Sq Ft 0 1 I 2 0 0 3 I 4 0 0 0.89 Ac. o "NOT I PART" "NOT I PART`' z N 89'44'25'5" E z 39.75'' c� I I U N 89'54'20" E N 89'54'20" E N 89'54'20' E N 89°54'20' E 1 24 00' 24 00' 48.00' 48.00' v I zL COURSE 12' 12' 60cl o0FT�280 Qq 261 r� 123 N � �I � o� 12' NOT in o 12'12'o70 Lo zo_ zoZ L O N bl z 95 98 z N 25'00'00" 102oo 12.00' z � u)u-) E � L6 NOT A+PART z W o NPART L7 ob 89'54'20" G�� 7 11.93' L8 v 89'54'52" an N 20.00' L9 � 89'54'52" E Q <v o � / o) L10 rn 0905'40" W oma' 1 `r o b I 55.00' bd N 52'02'13" W 35.13' < Z: 96 1 97 z z 100 1 101 08'09'08" W 18.59' L15 N 0909'08" W 18.91' L16 N 0905'40" W 37.09' L17 N 0 b z 12' 12' 12' 12' 49, O -�' o0 12' 112' oo 60 12' 112' oo 'i�\' 07>' -� r I N 89°54'20" E N 89°54'20" E I �1� V? 40' 00, o N I 24.00 24.00' p iy gyp, N 8_9'54'20" E ' 1, 46.41' 136 5 r 0) 00 \8A, cb �P N l6 p9'52' E D'6 15 ti� • 5� tx� 53.26' Q 5.26 w V \ LOT C °o \ NOT A PART \\ 1 N N 89°54'20" E 147.76' ®I �o0sQ0„ ```� 1 �1$ pec LOT 1 LOT C N 89°54'20" E 228.99' - 2 JJ r o 16,633 Sq Ft )8 2g° _ 114.00' _ _ l� _ 6.7 1' �I ,h 0.38 Ac. 4.68' 191.99' ALLEY �, � 37.00' N 89°54'20"E 142.47' 0.73 AC. q L7 ,99 �' 6� I o Gp�1 -N 8_5'21'54"W ,ro RAD lc"'44 15'z 15' LOT E NOT A PART d � v Vo �a 0 coo• O� OOO 110 � 109 106 � 105 poz o0-°�¢12, N 89'44'25" E 72.00' NOT A+ PART NOT Al PART �'�o �Q -; � N 89°44'25" E 57.00' 107 1 108 103 1 104 I I 11 X4.25 32.00' c I I ,! N 89°44'25" E'-/4 I LOT D NOT A PART lulumRACY No. 44M IJVUA 77165-72 165-7 2 N N 'T 2, NBA 50'52 E P P 5% L20 Z h LOT E NOT A PART I I I I I I 34133 132 131 I I I NOT AIPAT E 316 LOT E NOT A PART I 17 1 18 I 1 29 i 28 301 1 127 N6T A PAkT X003\ �6 > N 89'54'52" E 250.09' N _ ALLEY_ _ • " _ N 89 54 52 E 250.09 N 905'08" W 6.00' S� �`82.23' N LOT C N 89°54'52" E 250.09' 7' N 89°54'52" E 814.72' N 89'54'52" E 814.96' GILMAN STREET f3 14 19 20 21 22 15' 1 15' 1 25 124 COURSE DATA hrj Qq 261 r� 123 N � �I � o� 00'05'40" NOT in o L2 Lo zo_ zoZ L O N bl z LOT E NOT A PART I I I I I I 34133 132 131 I I I NOT AIPAT E 316 LOT E NOT A PART I 17 1 18 I 1 29 i 28 301 1 127 N6T A PAkT X003\ �6 > N 89'54'52" E 250.09' N _ ALLEY_ _ • " _ N 89 54 52 E 250.09 N 905'08" W 6.00' S� �`82.23' N LOT C N 89°54'52" E 250.09' 7' N 89°54'52" E 814.72' N 89'54'52" E 814.96' GILMAN STREET f3 14 19 20 21 22 15' 1 15' 3:I cO I � 15' 15' 00 Olp c"I�cli \ o� `lv � o Qui 1 25 124 COURSE DATA hrj Lrs °O 261 r� 123 C'4 �I � o 00'05'40" NOT in o L2 Lo zo_ zoZ L O N bl z Ln z N 25'00'00" W 12.00' z � u)u-) 3:I cO I � 15' 15' 00 Olp c"I�cli \ o� `lv � o Qui L5 LOT 10 16,025 Sq Ft 0.37 Ac. FD. 1 1 /4" PK IN AE.„L TARGET, NO TAG, FLUSH, NO REF., ACC. AS TR. COR. PER M.B. 77/65-72. zo C) 0 N No M N rn 1 25 124 COURSE DATA DELTA # 261 1 123 3:: 3 N 00'05'40" NOT AIPAT L2 N zo_ zoZ 26.50' L3 N 89'47'52" in o�l CDC) N 25'00'00" W 12.00' O SCO u)u-) E 24.98' L6 z z W z L7 N 89'54'20" G�� 7 11.93' L8 N 89'54'52" an N 20.00' L9 N 89'54'52" E 10.00' L10 L5 LOT 10 16,025 Sq Ft 0.37 Ac. FD. 1 1 /4" PK IN AE.„L TARGET, NO TAG, FLUSH, NO REF., ACC. AS TR. COR. PER M.B. 77/65-72. zo C) 0 N No M N rn 1:\92200\MAPPING\TR38057 2-24-2023 CURVE DATA COURSE DATA DELTA # _ LENGTH BEARING 04'43'46" DISTANCE L1 N 00'05'40" W 15.00' L2 N 08'09'08" W 26.50' L3 N 89'47'52" W 17.50' L4 N 25'00'00" W 12.00' L5 N 89'44'25" E 24.98' L6 N 00'15'35" W 10.93' L7 N 89'54'20" E 11.93' L8 N 89'54'52" E 20.00' L9 N 89'54'52" E 10.00' L10 N 0905'40" W 52.00' L11 N 0905'40" W 55.00' L12 N 52'02'13" W 35.13' L13 N 0905'40" W 23.00' L14 N 08'09'08" W 18.59' L15 N 0909'08" W 18.91' L16 N 0905'40" W 37.09' L17 N 89'54'20" E 21.65' L18 N 00.05'40" W 18.74' L19 N 81'50'20" E 16.50' L20 N 81'50'20" E 45.00' L21 N 0905'40°' W 15.00' L22 N 00'15'35" W 11.07' 1:\92200\MAPPING\TR38057 2-24-2023 CURVE DATA # DELTA RADIUS _ LENGTH C1 04'43'46" 80.00' 6.60' C2 08'03'28" 200.00' 28.13' C3 12'50'19" 100.00' 22.41' C4 89'42' 12" 30.00' 46.97' C5 13'00' 19" 100.00' 22.70' C6 81'56'00" 45.00' 64.35' C7 90' 10'27" 37.00' 58.23' C8 51'06'49" 45.00' 40.14' C9 90'09'55" 10.00' 15.74' C10 9900100" 16.65' 26.16' Cll 17'24'43" 16.65' 5.06' C12 7Z35'1 7" 16.65' 21.09' C13 1Z50'1 9" 87.50' 19.61' C14 01'11'45" 87.50' 1.83' C15 90'00'00" 10.00' 15.71' C16 90'00'00" 5.00' 7.85' C17 18'11'42" 140.00' 44.46' C18 60'00'00" 30.00' 31.42' C19 38'03'27' 80.00' 53.14' C20 38' 12'05" 80.00' 53.34' C21 08'06'35" 100.00' 14.15' C22 91'38'40" 10.00' 15.99' C23 08'03'28" 187.50' 26.37' C24 44'51'06" 5.00' 3.91' C25 12'50'19" 112.50' 25.21' C26 08703'28" 212.50' 29.88' C27 81'56'00" 32.50' 46.48' C28 90'10'27' 24.50' 38.56' C29 49'46'51" 57.50' 49.96' C30 49°46'51" 30.00' 26.07' C31 89'50'O5" 1 10.00' 1 15.68' 1:\92200\MAPPING\TR38057 2-24-2023