Loading...
HomeMy WebLinkAboutMB0371P0013-0023IN THE CITY OF HESPERIA, COUNTY OF SAN 13ERNARDIN0, SHEETS OF1 1 SHEETS STATE OF CALIFORNIA AMENDING MAP TRACT 17915-2 OWNER'S STATEMENT BEING A SUBDIVISION OF A PORTION OF THE S ' OF THE I HEREBY STATE 'THAT I AM THE ONLY PATY HAVINGANY SW j OF SECT IOIL 12 T . 4 . N . , R . 5 . W . S.B.M. IN THE RECORD TITLE INTEREST IN THE LAND SUBDIVIDED AS SHOWN ON THIS MAP, AND I CONSENT TO THE PREPARATION AND COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA RECORDATION OF THIS FINAL MAP RENCIVIL - FEBWARY 2020 T I HEREBY IRREVOCABLY OFFER TO DEDICATE TO THE CITY OF HESPERIA, THE SIGNATURE OMISSION§SPON PUBLIC IN GENERAL AND TO ANY OF THE SEVERAL PUBLIC UTILITY COMPANIES PURSUANT TO THE PROVISIONS OF SECTION 66436 OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF WHICH ARE AUTHORIZED TO SERVE IN SAID SUBDIVISION, AN EASEMENT FOR THE FOLLOWING PARTIES HAVE BEEN OMITTED AS THEIR INTERESTS CANNOT RIPEN INTO A FEE: PUBLIC ROADS, 'COUNTY HIGHWAYS, AND PUBLIC UTILITY PURPOSES IN, UNDER, OVER, THROUGH AND ACROSS;MOJAVE ST, TAMPICO ST, FRANCISCO ST, LAREDO AVE, CARDENAS ST, VERACRUZ ST,VALLARTA ST,AND SALINAS AVE, AS SHOWN ON THIS MAP, FOR LANDSCAPE MAINTENANCE, LOT "E" AND "F"; FOR DRAINAGE, WATER QUALITY, UTILITIES AND LANDSCAPE PURPOSES, LOT "B" VEHICULAR ACCESS RIGHTS ACROSS THE PROJECT FRONTAGE OF MOJAVE STREET, VALENCIA STREET, AND DATURA ROAD, AS WELL AS THE STREET SIDE OF CORNER LOTS, THE EXPRESSED RIGHTS TO THE PUBLIC IN GENERAL AND TO THE SEVERAL PUBLIC UTILITY COWANIES SHALL REMAIN INFERIOR TO THE SUPERIOR RIGHTS OF THE CITY OF HESPERIA A NV HESPERIA INVESTORS ,LLC A NEVADA LIMITED LIABILITY COMPANY BY: ( LYW4 L . PETTEFFE ITS: MANAGER -MEMBER A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE I'TITY OF THE INDIVIDJAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERIFICATE IS A TTACHED, AND NOT THE ',TRUTHFULNESS, ACCURACY, OR VALIDITY OF- THAT DOCUMENT STATE OF ^)9-VP-4^ COLNTY OF 50*46*Neft C-1 0-v I- ON I-All�ko-A-S - BEFORE ME, (DATE) (INSERT NAME AND TITLE OF THE OFFICER) _ttlew_ I y PERSONALLY APPEARED (NAME OF Pb**'�"-MGNING) WHO DWPEFSM4 WHOSE NAME01 PROVED TO ME ON THE BASIS OF SATISFACTORY EVIEAO BE THE IS/0RE-SUBSCRIBED TO THE� WITHIN INSTRUMENT AND ACKNOiND-lil) TO ME THAT HE1)k1TpKY EXECUTED THE SAME IN HIS/?f/T�FfR AUTHORIZED CAPACITY�-� Hyf AND THAT BY HIS�*</T R SIGNATURE(K ON THE INSTRUMENT THE PERSONVd, OR THE ENTITY UPON BEHALF OF WHICH THE �ERSON(? ACTED, EXECUTED THE INSTRUMENT. I CERTIF 'Y UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE 3TATE (F CALIFORNIA THAT TW FOREGOING PARAGRAPH IS TRUE AND CORRECT, WITNESS MY HAND ANQ OFFICIAL. SEk 004� i, M02 SIGNATURE: i PRINT NAME: - A f y NOTARY PU3L I C 'IN AND FOR SAID COLINTY AND STATE MY COMMISSIfi ON EXPIRES: ol PRINCIPLf PLACE OF BUSINESS: K COUNTY BENEFICIARY STATEMENT L-ENNAR. HOMES OF CALIFORNIACALIFORNIA LIMITED LIABILITY COMPANY BENEF11CIARY UNDER DEED OF TRUST RECORDED JUNE 13, 2024 AS DOC, NO. 2024-0 136453 0.9 GEOFFREY L, SMITH, AUTHORIZED SIGNATURE NOTARY ACKNOWLEDGMENT A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE INDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CER[FICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT CaJNTY OF 2�L.. 0 b tic, BEFORE ME,+'SIP�`l rL4. (DATE) (INSERT NAME AND TITLE OF T OFFICER) PERSWLLY APPEARED SOUTHERN CALIFORNIA TELEPHONE COMPANY HOLDER OF AN EASEMENT FOR 'TELEPHONE AND TELEGRAPH LINES AND INCIDENTAL PPURPOSES, RECORDED APR IL 14, 1983 AS INSTRUMENT NO 83-079683, 0 R PACIFIC TELEPHONE AND TELEGRAPH COMPANY HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED JULY 28, 1959 IN BOOK 4887 PAGE 176, 0 , R , 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 S08DIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF NV HESPERIA INVESTORS, LLC ON FEBRUARY 2020 1 HEREBY STATE THAT ALL. THE MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED OR THAT THEY WILL BE SET IN THOSE POSITIONS WITHIN TWELVE (12) MONTHS OF RECORDATION OF THIS FINAL MAP, AND 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 DATED: _jZZ2�_._ L.5 7394 EXP 12/31/2025 NO7394 ,). 12/31/2025 CITY ENGINEER'S STATEMENT I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, AND THAT THE SUBDIVISION SHOWN THEREON IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP AND ANY APPROVED ALTERATIONS THERETO, AND THAT ALL THE PROVISIONS OF THE SUBDIVISION MAP ACT AND THE CITY OF HESPERIA MUNICIPAL CODES HAVE BEEN COMPLIED WITH AND I AM SATISFIED THAT THIS MAP IS TECHNICALLY CORRECT. DATED: 2025 MICHAEL P. THORNTON, CITY ENGINEER CITY OF HESPERIA, CALIFORNIA R.0 S O 2(IRE00 Ti/oP L.. 6867 (EXPIRES 09-30-26) BOARD OF SUPERVISOR'S CERTIFICATE HEREBY CERTIFY THAT A BOND IN THE SUM OF $^ AO_ HAS BEEN EXECUTED AND FILED AS WITH THE BOARD OF SUPERVISORS OF SAN BERNARDINO COUNTY, STATE OF CALIFORNIA, CONDITIONED UPON *W PAYMENT OF ALL TAXES (STATE, COUNTY, MUNICIPAL OR LOCAL) AND ALL SPECIAL ASSESSMENTS COLLECTED AS TAXES WHICH AT THE TIME OF THE FILING OF THIS MAP WITH THE ClMr-f-SAN BERNARD I NO +ASSESSOR -RECORDER -COUNTY CLERK, ARE A LIEN AGAINST SAID PROPERTY, BUT NOT YET PAYABLE, AND THAT THE %BDIVIDER HAS FILED WITH ME A CERTIFICATE BY THE PROPER OFFICER GIVING HISI*F4�, EST IMATE "'OF THE AMOUNT OF SAID TAXES AND SPECIAL ASSESSMENTS, AND SAID BOND IS HEREBY ACCEPTED + eMA01Y MAME OF PERSON SIGNING) WHO, PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) l,/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 SI GNA TURE(S) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRLIMENT. CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRJE AND CORRECT. WITNESS MY HAND AND OFFICIAL SEAL, SICNA TURE: PRINT NAME. - NOTARY RIBLIC IN AND FOR SA COUNTY AND STATE COAMISSIC,74/4 .2'9 5;7 C7 MY COW I SS I ON EXPIRES: PRINCIPLE PLACE OF BUSINES S. COUNTY PURSUANT TO THE PROVISIONS OF SECTION 66436 OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING PARTIES HAVE BEEN OMITTED AS THEIR HEIR INTERESTS CANNOT RIPEN INTO A FEE: THE UNITED STATES OF AMERICA, HOLDER OF A RIGHT OF WAY FOR DITCHES AND CANALS AS RESERVED BY IN THE PATENT RECORDED IN BOOK "E", PAGE 384 OF PATENTS INTERSTATE T LEGRAPH COMPANY HOLOER OF AN EASEMENT FOR 1EITHER OR ,E BOTH POLE LINES, CONDUITS AND INCIDENTAL PURPOSES, RECORDED FEBRUARY 21, 1913 IN BOOK 527, PAGE 4 OF DEEDS, NADINE HIGBEE HOLDER OF A 20' WIDE EASEMENT FOR PUBLIC USE AND INCIDENTAL PURPOSES, RECORDED NOVEMBER 26, 1946, IN BOOK 1958, PAGE 392, 0 R CALIFORNIA ELECTRIC POWER COMPANY AND CAL, INTERSTATE TELEPHONE CO HOLDER OF AN EASEMENT OF UNDISCLOSED WIDTH FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED JUNE 24, 1954, IN BOOK 3409, PAGE 180, 0,R, CALIFORNIA FLECTRTC POWER COMPANY AND CAL, INTERSTATE TELEPHONE CO, HOLDER OF AN EASEMENT OF UNDISCLOSED WIDTH IN FAVOR OF , FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED JUNE 24, 1954, IN BOOK 3409, PAGE 184, 0 R. HESPERIA COUNTY WATER DISTRICT HOLDER OF AN EASEMENT FOR WATERLfNE AND INCIDENTAL PURPOSES, RECORDED JULY 26, 1977, IN BOOK 9227, PAGE 1370, 0 R, HESPERIA COUNTY WATER DISTRICT HOLDER OF AN EASEMENT FOR, WATCRLINE AND INCIDENTAL PURPOSES, RECORDED JULY 26, 1977, IN BOOK 9227, PAGE 1374, 0,R, DATED: 2- zy...Zolr LYNNA MONELL CLERK OF THE BOARD OF SUPERVISORS SAN BERNARDINO COUNTY By DEPUTY I HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF THE OFFICE, AS OF THIS DATE, THERE ARE NO LIENS AGAINST THE., REAL, PROPERTY SHOWN UPON THIS MAP FOR UNPAID STATE w , COUNTY, MUNICIPAL OR LOCAL TAXES, OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, EXCEPT TAXES OR SPECIAL. ASSESSMENTS NOT YET PAYABLE ESTIMATED TO BE $-IQ 't-vo 0 w ENSEN MASON AUDITOR�CONTROLLER/TREASURER/TAX COLLECTOR SAN BERNARDINO COUNTY BY - DEPUTY DATE: 2.- ?. Y- 2.6 7.r roliffim, iIl i.l������ll''!�,������l�!11, illl,1155 THE UNDERSIGNED OFFICER, ON BEHALF OF THE CITY COUNCIL PURSUANT TO AUTHORITY CONFERRED BY TITLE NO. 17 OF THE CITY OF HESPERIA MUNICIPAL CODE, HEREBY APPROVED THE ANNEXED MAP AND ACCEPTS THE OFFERS OF DE701CATION MADE HEREON SUBJECT TO COMPLETION OF IMPROVEMENTS, FOR STREET AND PUBLIC UTILITY PURPOSES, MOJAVE ST, TAMP ICCU ST, FRANCISCO ST, LAREDO AVE, CARDENAS ST, VERACRUZ ST,VALLARTA ST,AND SALINAS AVE, As PART OF THE CITY MAINTAINED STREET MOJAVE ST; FOR LANDSCAPE MAINTENANCE, LOT "E"AND "F" FOR DRAINAGE , WATER QUALITY, UTILITIES AND LANDSCAPE PURPOSES, LOT "B", VEHICULAR ACCESS RIGHTS A THE PROJECT FRONTAGE OF MCJAVE STREET, VALENCIA STREET, ANO, 15 HE rCT DATURA-ROAD, AS AS THE STREET SIDE OF CORNER LOTS. d aft, BY: DATED: MELINDA SAYRE CITY CLERK OF THE CITY OF HESPERIA 1. 411ri July COMPOSITE DEVELOPMENT e_NOTE 1988 A COMPOS I TE DEVELOPMENT PLAN (C. D. P HAS BEEN PREPARED FOR TH I S MAP AND 4 �t:801 IS ON PILE WITH THE CITY OF HESPERIA BUILDING AND SAFETY DEPARTMEN A GEOTECHNfCAL REPORT WAS PREPARED ON JANUARY 26, 2022 AS REQUIRED BY THE HEALTH AND SAFETY CODE OF CALIFORNIA BY ROBERT MARKHOFF,CGE, 2073 AND JK)HN P LAUER, CGE 2030 OF LOR GEOTECHNICAL, INC, REPORT IS ON FILE IN THE OFFICE OF THE CITY OF HESPERIA BUILDING AND SAFETY DEPARTMENT. T -7 HIS A**,QS BEEN FILED UNDER DOCUWNT NUMBER a THIS F 2025 AT_ 3�- �02- M, BOOK '610 OF TR P AT PAGES A: AMERIC OF FIRST 7jAN TITLE COMP T 7 $ IN THE AMOUNT OF $ ma IN THE CITY OF HESPERIA, COUNTY OF SAN BERNARDINO, SHEET 2 OF 11 SHEETS STATE OF CALIFORNIA AMENDING MAP TRACT 17915-2 BEING A SUBDIVISION OF A PORTION OF THE S OF THE SW 4 OF SECTION 12 T.4.N., R.5.W. S.B.M. IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA RENCIVIL — FEBRUARY 2020 BOUNDARY MAP � I � PJ1 7072 Pr1F; J P A1r) 2 PA/lB 68/97-98 Pr1F; 4 r fl FD 1.5"IP FL PLASTIC FD 1.5"IP FL NO TAG FD 1.5" IP BRASS TAG RCE 8299 0.97' S AND FD 1.5"IP FL NO TAG PLUG NOT LEGIBLE ACCEPTED AS SE COR 1.80' E OUT OF POSITION. NO REF. POSITION NOT FD 1" IP FLUSH ACCEPTED AS SE COR PARCEL ACCEPTED AS SE CDR FD 1" IP UP 0.2' PARCEL 4 PER PM 68/98 ACCEPTED RESET AS NOTED, ESTABLISHED BY BRASS TAG LS3009 TAGGED RCE 23227 FOR 2 PER PM 68/98 PARCEL 3 PER PM 68/98 PROPORTION FOR NW CDR PARCEL 1 PER PM 11/71 FOR CL INT PER SE CDR PARCEL 1 PER — — — — PMB 11/71 PM 68/98 SHEET 3 N89"39'10"E 2157.86'(2157.63) — 497.94' (497.91') 664.11' (663.88') 331.89' 331.94' `- 663.91'(663.89') —E I Valencia St- 165.98' 156 155 154'153' Lot'F' 663.95' 331.95' 331.98' « 331.96'» (165.97') 664.02' - raw '105 U52 10 159 158 I157' Lot "A" -- 32.58' — — TAG,0.4' OUT OF I Duarte st-�� I 118 R/w 125 126 127 128 129 FD BENT 2" IP NO 160 POSITION NOT ACCEPTED 119 120 121 122 123 124 � RESET AS NOTED, 161 B/Y' > 117-Vallarta-¢—$t - c, 105 U52' 11 183 182 Q 152 ESTABLISHED BY I 162 PROPORTION 163 50 184 181 tin 151 116 (F(13� ---- 150 131 130 I - -- - - O 138 137 136 135 134 164 185 180 >+ 105 052 81 R/w DD 11a - 50 __ 165 Cancun St -� -� I 113 140 141 142 143 144 145 146 147'148 149 1 ^ 166 R/w n it 06 0 2 1r - -- 112 R/w r it A -fJ Jill 90 pJVJ -1351, 167 r69 170 171 172 173 174175 176177 178179 -- Veracruz-E—St- M u' 1 fig 111 R/w Ploll,- 1-1/ 7-1 1 J J J J 186 I� 110 r108 107 106 105 104 103 102 101 100 99 ' v 187 14 213 212 211 210 209 208 207 206 205 2 109 '\ r? 4105 052 34 188 98 BASE POINT' c� �cf' l N cD Raw I 70 69 68 67 66 65 64 63 62 61 r� rro o d 189 Ln La Cruz St-E- - 97 M u — 405 U52 35 1�2190 R/w . y�' 49"E R/w v 3 1 11 193 194 195 196 197 ! 998 1�0 'M702 �� � —LO -� 95 E—Belgian St r0 c� j�l o -192 94 -71 o FD 1" I P FLUSH o I 226 - - -- I - 72 BRASS TAG LS5174 o 225 224 �223 222 221 220 219'218 217 216 21 93 - 73 �N89"26.75nE � FOR CL INT N Z 227 > 92 M �1 228 I _ 3 R/w Q 74 --+ p, r� 22s E—Santiago St Colima q St �,;� �cf' 3 r1 b R/w O 75 c �r 0) c� f U , I 230 - O 252 I 91 --76 o M 50' 258 257 256 255 254 253 Q 251 231 p 90 U CI z `O s 250 w 77 >>> ;- - _ ._. 232 O 89 — _ 78 233 59 260 261 262 263 6 249 88 O (D -- F— m 248 I 79 W Z 234 / 8780 �. —� Buena Vista St 247 50 = _ s 235 R/w 246 I 86 81 c ��f' v is 85 82 SNF SET AS NOTED, co FD 1j" CSM BRASS CAP FD CSM BRASS CAP FOR I & 236 237,238 239 240 241 242 243 244 245 ESTABLISHED BY I I I SNF SET AS NOTED, �, STAMPED RE 6820 FOR 3.W.COR.3EC.12 PER ESTABLISHED BY 83 PROPORTION // rr CSFB 492/23 PROPORTION 41d� I J l J e - - - + - - - Lot .D _ 330.11 _ �660.53' 330.10' 330.11' 330.11' <<330.20 1321.05'(1320.69') [1320.70'] 11320.70'1 660.52' SHEET 5 SHEET 6 N89'26'29"E 1320.43'(1320.6W) [1320.70�r20-70'}«1320.82'» Mojave S1 N "� 17 2641.48' 12641.40' j <<2641.63'» ~� _ J P J\11 8 2 5 7 A5 A6 PLUG RCEP23227 FOR CL IRT. N 7Q N89"26' 29"E 5282.96' ((5282. 41 ')) [ [ [ 5282. 70' ] ] ] PJ\/lB JRB/1 Cl) Q SNF SET AS NOTED, O ESTABLISHED BY SNF SET AS NO co co PROPORTION ESTABLISHED B W rl �I PROPORTION FOR S asQ COR, SEC 12 m U m SURVEYOR'S NOTES 1. • INDICATES FOUND MONUMENT AS NOTED 2. O INDICATES SET 1" IRON PIPE WITH PLASTIC PLUG STAMPED "L.S. 7394". CENTERLINE MONUMENTS SET WITH 1" IRON PIPE WITH PLASTIC PLUG STAMPED "L.S. 7394" SET FLUSH IN PAVEMENT SURFACE. A NAIL AND BRASS TAG STAMPED "L.S. 7394" SHALL BE SET IN THE CONCRETE CURB ON THE PROLONGATION OF THE SIDE LOT LINE IN LIEU OF THE FRONT LOT CORNERS. A 1" IRON PIPE WITH PLASTIC PLUG STAMPED "L.S. 7394" WILL BE SET AT REAR LOT CORNERS UNLESS OTHERWISE NOTED. WHERE REAR LOT CORNERS ABUTT AN ARTERIAL STREET WITH A SCREEN WALL OR A SCREEN WALL IS INSTALLED, A NAIL AND BRASS TAG STAMPED "L.S. 7394" SHALL BE SET IN THE TOP OF THE WALL ON THE SIDE LOT LINE IN LIEU OF THE REAR LOT CORNER. IN THE EVENT THE AFOREMENTIONED MONUMENTS CANNOT BE SET DUE TO UNFORESEEN CIRCUMSTANCES A LEAD, NAIL AND "L.S. 7394" TAG SHALL BE SET, AT THE TRUE LOCATION CALLED FOR BY THIS MAP, IN LIEU OF THE AFOREMENTIONED MONUMENTS. 3. ® INDICATES CURVE DATA CALLED OUT IN TABULAR FORM. ® INDICATES LINE DATA CALLED OUT IN TABULAR FORM. 4. () RECORD DATA PER PARCEL MAP NO. 7072 PM 68/98 [ ] RECORD DATA PER RECORD OF SURVEY 38/14 < > RECORD DATA PER PARCEL MAP NO. 6716 PM 67/76 € RECORD DATA PER RECORD OF SURVEY 34/75 (( )) RECORD DATA PER RECORD OF SURVEY 21/12 [[ ]] RECORD DATA PER RECORD OF SURVEY 114/71 << >> RECORD DATA PER PARCEL MAP NO. 1364 PM 11/71 €€ RECORD DATA PER RECORD OF SURVEY 43/35 ((( ))) RECORD DATA PER TRACT 12236 MB 193/58 [[[ ]]] RECORD DATA PER TRACT 17291 T-17291 <<< >>> RECORD DATA PER PARCEL MAP 8257 PM 88/1 €€€ RECORD DATA TRACT 17375 T-17375 5. THIS PHASE OF THIS TRACT CONTAINS 5 LETTERED LOTS AND 205 NUMBERED LOTS. AREA: 35.15 ACRES 6. INDICATES SUBDIVISION BORDER LINE. 7, INDICATES "NON -VEHICULAR ACCESS" 8. ALL FOUND MONUMENTS DISTURBED AND/OR DESTROYED AS A RESULT OF CONSTRUCTION WILL BE RESET WITH LIKE KIND TAGGED L.S. 7394, UNLESS OTHERWISE NOTED. 9. CL INDICATES CENTERLINE BASE 10. COR INDICATES CORNER POINT 11. CSFB INDICATES POINT OF COUNTY SURVEYOR FIELD BOOK 12. CSM INDICATES POINT OF COUNTY SURVEYOR MONUMENT `bti 13. FL INDICATES FLUSH Al14. FD INDICATES FOUND Cb e 15. INT INDICATES INTERSECTION 16. PCC INDICATES POINT OF COMPOUND CURVATURE MOJAVE ST 17. PRC INDICATES POINT OF REVERSE CURVATURE 18. (R) INDICATES RADIAL BEARING 19. SBC INDICATES SAN BERNARDINO COUNTY Q 20. SNF INDICATES SEARCHED NOT FOUND BASIS OF BEARINGS: THE BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, AS DETERMINED LOCALLY BY A 3-POINT STATIC RESECTION TO CONTINUOUSLY OPERATING REFERENCE STATIONS "P582", "P589" AND "P470". THE COORDINATE OF THE BASE CONTROL POINT IS 1984301.575 NORTH, 6755105.846. SURVEY PERFORMED WITH CARLSON BRx6+ TRIPLE FREQUENCY, GNSS RECEIVER. POINT WAS OCCUPIED FOR 4 HOURS. DATA WAS POST PROCESSED USING CARLSON SURVEY GNSS 2016 SOFTWARE VERSION 2,1.6 EASEMENTS *A3 A RIGHT OF WAY FOR DITCHES AND CANALS AS RESERVED BY THE UNITED STATES OF AMERICA IN THE PATENT RECORDED IN BOOK "E", PAGE 384 OF PATENTS. *A4 AN EASEMENT IN FAVOR OF INTERSTATE TELEGRAPH COMPANY FOR EITHER OR BOTH POLE LINES, CONDUITS AND INCIDENTAL PURPOSES, RECORDED FEBRUARY 21, 1913 IN BOOK 527, PAGE 4 OF DEEDS. A A 20' WIDE EASEMENT IN FAVOR OF NADINE HIGBEE, FOR PUBLIC USE AND INCIDENTAL PURPOSES, RECORDED NOVEMBER 26, 1946, IN BOOK 1958, PAGE 392, O.R. A6 THE CL OF AN EASEMENT OF UNDISCLOSED WIDTH IN FAVOR OF CALIFORNIA ELECTRIC POWER COMPANY, FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED JUNE 24, 1954, IN BOOK 3409, PAGE 180, O.R. A7 THE CL OF AN EASEMENT OF UNDISCLOSED WIDTH IN FAVOR OF CALIFORNIA ELECTRIC POWER COMPANY, FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED JUNE 24, 1954, IN BOOK 3409, PAGE 184, O.R. A8 THE CL OF AN EASEMENT OF UNDISCLOSED WIDTH IN FAVOR OF CALIFORNIA ELECTRIC POWER COMPANY, FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED NOVEMBER 18,1955, IN BOOK 3792, PAGE 338, O.R. *A AN EASEMENT FOR WATERLINE AND INCIDENTAL PURPOSES IN FAVOR OF THE HESPERIA COUNTY WATER DISTRICT, RECORDED JULY 26, 1977, IN BOOK 9227, PAGE 1370, O.R. * 10 AN EASEMENT FOR WATERLINE AND INCIDENTAL PURPOSES IN FAVOR OF THE HESPERIA COUNTY WATER DISTRICT, RECORDED JULY 26, 1977, IN BOOK 9227, PAGE 1374, O.R. �C THE LOCATION OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD INFORMATION. DATUM STATEMENT: THE DISTANCES SHOWN HEREON ARE GROUND DISTANCES. GRID DISTANCES PER THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 5 MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCES BY A MEAN COMBINATION FACTOR OF 0.999617785 UNDERLYING LOT NOTE: EXISTING ALIQUOT PARCELS: APN 0405-052-019, 020, 021 EXISTING ALIQUOT PARCEL LOTS SHOWN HEREON ARE SUPERSEDED BY THIS MAP. S.E.CORNER OF SEC. 12 PER CSFB 492/22 l� 1 2641.48'1({2640.98'}}I JJ lJ >I Q N cCl- �N N� Q 33 MM 00 zz I FD 1.5" IP FLUSH BRASS TAG LS4002 200 100 0 200 400 600 SCALE: 1"=200' MESA ST ST Site ST Vicinity Map NTS DETAIL "A" SEE SHEET 3 I - 735' \ 0 CV O 160 Z 8403.02 SQ FT IN THE CITY OF HESPERIA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA AMENDING MAP TRACT 17915-2 BEING A SUBDIVISION OF A PORTION OF THE S j OF THE SW j OF SECTION 12 T.4.N., R.5.W. S.B.M. IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA RENCIVIL - FEBRUARY 2020 -P /\ 1 2 2 L I, 159 1583 8153.97 SQ FT SQ FT N14°46'33"W 'o, ��' (R) , N47°30'59"W 1OS 2S ' q 6 N80°15'241 56 SQ FT (R) 35 0 0 O Z TRACT BOUNDARY 157 0 4005.25 SQ FT 3 M �C) 0 r. Z N17°57'52"E (R) 2s N0�3' 20' W6 r44.00' 0 33 0 1 SHEET 3 OF 11 SHEETS N89°39'10"E 1295.39'--"-- 40.00 40.00 40.00 40.00 223.38' 50.00' 7 N d 00 156 155 0 154 0 153 4267.75 4252.52 4237.12 4167.73 31-- LOT "A" SQ FT � SQ FT � SQ FT � SQ FTrn DETENTION BASIN 50' o 30384,34 n n n N30° 51 ' 04"W z $Q FT CD CD z 23 0 e629�� 15.04 w Ln .30' 40.00' 40.00' 24 22 N89°06'05"E 131.34' 25 59 N DUARTE ST o N N89°06'05"E 314.00 ' �n 226.00' 44.00' 32 0 o N N89°06'05"E 226.00' �Wi N72°34'51"W Lo A 13.00' 183 0 / 113.00 182 31 (R) N89°06'05"E 115.55' ul' n N89°06'05"E 102.65' 34 0 _ o 6287.50 6287.50 0 152 Z m 162 N67°00' 10"� SQ FT SQ FT o 63 o W r- 0 4471.68 (R) 4991.11 0ro 36 28 g �' 132,00' 0 132.00' �' o W o0 60 61 SQ FT Q SQ rn N89°06'05"E 264.00' o Q �_ N89°06'05"E 131.81' Q 3 N N89°06'05"E 117.41' o 1 84 0 1 81 0 <t o rn N85°55'40"W �' 2n 163 _ � � 6468.00 � 6468.00 o o %-2) (R) - 151 0o � _ 5219.13 ,�, o _ SQ FT � SQ FT Z o Q Lp o� SQFTCD 'r 132.00' 132.00' o W o ° , SQ FT o N89°06'05"E 117.30' M o z_ N89°06'05"E 264.00' Z Z o N89 06 05 E 132.00 z 164 N � 0 185 0 180 0 150 _ 0 0 rn l �, o FT z 5159.50 g 0 4689.98 c35 622887.5 622887.50 2s 28 SQ FT U`4) zl- o SQ FT 3 N89006'05''E 117.20' n o �° 113.00' 113.00' �'� 0 83 N89°O6'05"E 113.00'/ )-N-89-0-6'0-5-"E 0 165 0 0 0 36 N �N89*06'05"E 226.00' 30 27 25 50.0 0 4685.83 0 0 0 44.00' 226.00' r 44.00 44.00' _ 113.00' 50.00 0 o z z o - - - - - - �- SQ R N89 06 05 E 521.00' N89 ° 06' 05"E 117.09' 74 � CANCUN ST 2s N N89°06'05"E 427 00' N89°06'05"E T 0 166 4681 68 0 26, 00' 40.00' 40.00' 40.00' o SQ FT 75 3 N89°06'05"E 116.99' 0 0 50' 169 170 171 172 167 - 25' 25' Z 0 o 4671.54 SQ FT 0 4904.50 4520.00 4520.00 4520.00 N89°06'05"E 116.89' � SQ FT SQ FT o SQ FT o o SQ FT o rn o o o 168 W o �� '��2 `�� 0 4673.39 pO Q N r- N N N o SQ FT _ o N89°06'05"E 116.78' Q CD 45.00' 40.00' 40.00' 40.00' 186 - � N �' 0 4669.24 � � ~ SQ FT � o N89 ° 06' 05"E 116.68' Z - 214 213 212 211 4499.50 4160.00 4160.00 4160.00 3 0 46685 o ° SQ FT SQ FT !� _ SQ FT !� SQ FT !� o� SQ FT CD Loo moo moo N89006, 05n E 116.58 O Z o CDO Z o Z o O z 188 _ 41 0 4660.95 0 o 26.00' 40.00' 40.00' 40.00' �W 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 41.00' 173 174 175 176 177 178 179 4520.00 4520.00 4520.00 4520.00 4520.00 4520.00 4633.00 SQ FT _ SQ FT _ SQ FT _ SQ FT _ SQ FT _ SQ FT _ _ SQ FT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N N 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 41.00' N89° 6'05"E 44 .00' 210 209 208 207 206 205 204 4160.00 4160.00 3 4160.00 4160.00 3 4160.00 11160.00 4264.00 SQ FT n SQ FT n SQ FT n SQ FT o SQ FT n SQ FT n SQ FT o u o Lo o Ln o U o m o o 0 o o z CD o z CD o� CDz oo o CD p p � o 1 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 41.00' 50.00' o I 0 N O O r7 I N 0 z \ 50' N89°06'05"E _, 1 SQ F N89°06'05"E 116.47' CD 42 N89°06'05"E 427.00' N 50.00 46 LA CRUZ ST 0 189 4656 o o _ � N89006'05"E 521.00' -ter 45 o� SQ FT „ N89 06 05 E 116.37 CD 0 43 o N ° N89 06 05 E 427.00' ° „ N8906 05 E 26.00' 40.00' W 40.00' 40.00' 40.00 40.00 40.00 40.00 40.00 40.00 41.00 50.00' 190 z o o 4652.65 0 0 44 CDse FT o MATCH -LINE N89°06'05"E 116.26' ri SEE SHEET 5 50 25 0 50 100 LINE & CURVE DATA BEARING/DELTA RADIUS LENGTH 25 N 00053'55" W -- 25.00' 26 N 00053'55" W -- 25.00' 27 N 00°53'55" W -- 25.00' 28 N 89006'05" E -- 25.00' 29 N 89°06'05" E -- 25.00' 30 N 00053'55" W -- 25.00' 31 N 89006'05" E -- 25.00' 32 N 00053'55" W -- 25.00' 33 N 00053'55" W -- 25.00' LINE & CURVE DATA BEARING/DELTA RADIUS LENGTH 34 N 89006'05" E -- 25.00' 35 N 89006'05" E -- 25.00' 36 N 00°53'55" W -- 25.00' 37 N 44006'05" E -- 26.87' 38 N 45053'55" W -- 26.87' 39 N 44006'05" E -- 26.87' 40 N 45°53'55" W -- 26.87' 41 N 89°06'05" E -- 25.00' 42 N 00°53'55" W -- 25.00' 43 N 00°53'55" W -- 25.00' 44 N 89°06'05" E -- 25.00' 45 N 00053'55" W -- 25.00' 46 N 00053'55" W -- 25.00' 47 N 45053'55" W -- 26.87' 48 N 44006'05" E -- 26.87' 63 N 44006'05" E -- 26.87' 74 N 00°53'55" W -- 25.00' 75 N 89°06'05" E -- 25.00' 83 N 45°53'55" W -- 26.87' LINE & CURVE DATA O BEARING/DELTA RADIUS LENGTH 22 A=141052'30" 70.00' 173.33' 23 0=03036'17" 50.00' 3.15' 24 0=29°57'09" 50.00' 26.14' 25 0=33033'26" 50.00' 29.28' 26 0=33033'25" 50.00' 29.28' 27 0=157006'52" 70.00' 191.95' 28 0=33033'33" 50.00' 29.29' 29 0=04014'41" 50.00' 3.70' 30 0=29018'45" 50.00' 25.58' 31 0=14°41'39" 70.00' 17.95' 32 0=32044'25" 70.00' 40.00' 33 0=32044'26" 70.00' 40.00' 34 0=32°44'25" 70.00' 40.00' 35 0=32°44'26" 70.00' 40.00' 36 0=11°27'31" 70.00' 14.00' 59 0 157°06'52" 70.00' 191.95' 60 07-33033'26" 50.00' 29.28' 61 0=28035'11" 50.00' 24.95' 62 0=04058'15" 50.00' 4.34' 63 0=15°14'22" 70.00' 18.62' SCALE: 1"=50' �Jw I=Ld = Ucn IF_w Qcn W Ic I I I I I I I I I I I 150 / / r / rJ r) \ / �r�J 1 \ 0.35' 114.89' I � 16"1 CDSIQ \ 0 162 \ / \o � \ z D ETA I L "A" NOT TO SCALE i CARDENAS ST �\ 26.75' \ TRACT BOUNDARY 3.42' I I R/W N89°32'51"E 331.00' DETAIL "B" NOT TO SCALE 150.00' I I I I I I I I I rn I � � Q IQ 3 I �M a �n o I Z Lu z� J w 1 Jr 6'05'"E � U 50.00 w �' 150.00' "'QCI G 106' 05"E 5-0.0 I I I I I I I I1°06'05"E 150.00' Ir 06'05"E 50.00' IN THE CITY OF HESPERIA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA AMENDING MAP TRACT 17915-2 BEING A SUBDIVISION OF A PORTION OF THE S j OF THE SW j OF SECTION 12 T.4.N., R.5.W. S.B.M. IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA RENCIVIL - FEBRUARY 2020 -PJ\jl 7072 PAfr1 4 ---A,--- NR ° .-i ' 1 n"F SHEET 4 OF 11 SHEETS L 631.37' 1 Lot T" VALENC I A STREET o 0 N89°39'10"E 576.12' N89°39' 10"E 582.18' 7't23 67.13' 78.80' 58.24' 42.00' 42.00' 42.00' 42.00' 42.00' 42.00' 42.00' 42.00' 42.00' - r'9° - _ - - - )7 o. 0 00 00 N or0 O CND 00 00 1 _ ! o-- 119 N° c .P 120 C7� 121 � 122 123 m 0) 124 125 O 126 6n 127 00 O 128 O 129 o' Q 5372.44 SQ FTr; v' 4454.57 4232.15 � 4220.17 � 4203.19 4186.21 � 4169.24 4152.26 4135.28 4118.30 4101.33 � �n 118 'o� „ SQ FT ,�; SQ FT � SQ FT � SQ FT 11; SQ FT � SQ FT Lc) SQ FT ,I; SQ FT � SQ FT � SQ FT a) r m ' N62 9SQ9FT ° N08 25 18 E N 20 rl) rl, r-, rl, rl) rl-) n o 40 0 ° N29 40 19 W 18 19 0 21 0 0 0 0 0 0 o C) z z ~ �s (R) z z z z z z z z �1< 17 31.15' 42.00' 42.00' 42.00' 42.00' 42.00' �w 42.00' 42.00' 42.00' 12 N89 06'05 E 367.15' 117 N13°43'02"E � VALLARTA ST N 5545.30 N62°24'45"W 44.00 - (R) _ _o N _ 412.34' SQ FT (R) 16 LO N89006'05"E 456.34' JLn N81°49p' 2'W 91.34, - o 21 Ln N N89°06'05"E 412.33' 28.00 43.18 43.14 43.14' 43.14' 43.14' ' 43.1443.14 w 43.14 43.14 C"i N76 N85049"E rr 116 (R) 15 20 3.97' CIO694.75 4C14 SQ FT 14 N89006'05"E 106.19' 139 - 138 - 137 ^ 136 _ 135 - 134 - 133 ^ 132 - 131 - 130 ^ 4425.50 0 4232.06 0 4227.72 0 4227.72 0 4227.72 0 4227.72 0 4227.72 0 4227.72 0 4227.72 a 4227.72 0 N66 35 41 10 E 115 (R) 0 SQ FT 00 SQ FT SQ FT -6 SQ FT -6 SQ FT SQ FT SQ FT SQ FT -6 SQ FT SQ FT S 4596,09 13 _ o 0 0o Oo 0 0 0 0 0 0 SQ FT ° " N89 06 05 E 110.00 00 cN.4 ,-; o r- rn rn rn rn rn rn rn rn rn o O 47.00 43.18' 43.14' 43.14 43.14 43.14' 43.14 43.14 43.14 43.14 114 0 3 n ,`�", N89 ° 06' 05' E 435.30' Cc"i SQ FT04 n `r' o u ^ o o in u-, _ o O Ln �n o O �n u-) o o U o o u u-) o o Ln Ln o o in �n o o U-) o o 0 '4620.00 ° " N89 06 05 E 110.00 o z O O Lfj T) Cn L(7 CT) LC) C7) LC) C� l.Ci C' lf! CT) M - LCi CT _ LCi Oi L[7 0) 113 - Z 140 0 141 0 142 0 143 0 144 0 145 0 146 0 147 0 148 0 z 149 0 4620.00 o 0 4237.43 z 4059.25 z 4055.09 z 4055.09 z z 4055.09 4055.09 z 4055.09 z 4055.09 z 4055.09 r) 4055.09 SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT 'n 0 N89°06'05"E 110.00' 16 z 1 1 2 0 0 77 �28.0 43.18' 43.14' 43.14' 1 43.14' 1 43.14' 1 43.14' 43.14' 1 43.14' 1 43.14' 04620.00 O O �w N89° 06' 05"E 530.58' N N89°06'05"E 110.00' " VERACRUZ ST Ln N 0o _ oLn _ _ N89006'05"E 460.30' _ 0 111 4620.00 0 - o 1e N N89 ° O6' 05"E 530.58' `n N N d N d 43.18 43.14 43.14 �w 43.14 43.14 43.14 43.14 43.14 , 43.14o N89°O6'05"E 110.00' r28 o �^ N 110 4620.00 o 50 ' o 00 CDS Z 108 0 107 6 106 6 105 0 104 0 103 0 102 _ 6 101 _ 0 100 _ 0 o _ 99 0 O 3 N89°O6'05"E 110.00' 25' 25' o 0 4425.50 0 4232.06 0 4227.72 0 � 4227.72 0 � 4227.72 0 4227.72 0 4227.72 0 4221.12 0 00 4227,12 00 4221.12 00 r, SQ FT 00 °' SQ FT 00 a' SQ FT °' SQ FT °' SQ FT o 00 °' SQ FT o °' SQ FT o °' SQ FT o �' SQ FT o rn SQ FT a' 109 0 o 0 0 O 0 O 0 0 0 0 0 0 O 4620.00 O '� � t, O N N N N N m N O N O N O N Cn O O Z (�(� �7 SQ I I N89°06'05"E 110.00' - � v Q - L2 O) Cn N89006'05 E 435.30' Ln 3 47.00' 43.18' 43.14' 43,14' 43.14' 43.14' 43.14' 43.14' 43.14' 43.14' 98 O U. ' Ln 3 3 3 3 3 3 3 3 3 S4620.00 c_ N ct O O Z o O Z g 70 - i r) O O 69 - M 2 - O 0 68 n - Ln 'n _ O 0 67 - M O 0 �n �n 66 M 0 o 65 u "' c) 64 M O 63 'n �n 0 62 n �n M 0 - O 61 N89°06'05"E 110.00' 4237.43 0 4 4059.25 o 4 4055.09 0 4055.09 0 4055.09 0 4055,09 0 4055.09 0 4055.09 0 4055.09 0 4055.09 9v SQ FT z SQ FT Z SQ FT Z SQ FT Z SQ FT z SQ FT z SQ FT z SQ FT z SQ FT z SQ FT 97 0 4620.00 0 SQ FT 12 N89°06'05"E 110.00' 79 CD28.00' 43.18 43.14 43.14' 96 - 0 0 4620.00 O 13 N SQ FT 44.00'- o _ 416.30' N89°06'05"E 110.00' n LINE & CURVE DATA ❑ BEARING/DELTA RADIUS LENGTH 12 N 89006'05" E -- 25.00' 13 N 00053'55" W -- 25.00' 14 N 00053'55" W -- 25.00' 16 N 89006'05" E -- 25.00' 17 N 00053'55" W -- 25.00' 18 N 00°53'55" W -- 25.00' 19 N 89°0605" E -- 25.00' 20 N 89006'05" E -- 25.00' 21 N 00053'55" W -- 25.00' 22 N 30028'12" E -- 29.28' 23 N 30028'12" E -- 17.63' 24 N 30028'12" E -- 11.64' 76 N 44006'05" E 26.87' 77 N 45°53'55" W -- 26.87' 78 N 44006'05" E -- 26.87' 79 N 45°53'55" W -- 26.87' 80 N 44°06'05" E 26.87' L O o o ' 4 6.00C 0 � - 8o N89°06'05"E 112.05' -- ----- LINE & CURVE DATA O BEARING/DELTA RADIUS LENGTH 10 0=33°33'26" 50.00' 29.28' 11 0=158010'12" 70.00' 193.24' 12 0=34036'46" 43.00' 25.98' 13 0=22030'24" 50.00' 19.64' 14 0=11003'02" 50.00' 9.64' 15 0=29018'10" 70.00' 35.80' 16 0=32044'26" 70.00' 40.00' 17 0=32044'26" 70.00' 40.00' 18 0=38005'37" 70.00' 46.54' 19 0=25°17'33" 70.00' 30.90' 20 0=19059'49" 43.00' 15.01' 21 0=14036'57" 43.00' 10.97' 43.14' 1 43.14' 26.75' 3.42' MATCH -LINE SEE SHEET 6 43.14' 1 43.14' 1 43.14' 1 43.14' N89°06'05"E 416.30' CARDENAS ST_ N89°06'05"E 460.30' N89°32'50"E 304.25' DETAIL "B" o SEE SHEET 4�/ r I �_N 0 z 50 25 0 50 100 150 SCALE: 1"=50' f�- W 'J IN THE CITY OF HESPERIA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA AMENDING MAP TRACT 17915-2 BEING A SUBDIVISION OF A PORTION OF THE S 4 OF THE SW 4 OF SECTION 12 T.4.N., R.5.W. S.B.M. IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA RENCIVIL - FEBRUARY 2020 SHEET 5 OF 11 SHEETS - - SEE SHEET 3 188 MATCH -LINE - - - - - - - -- -- -- -- - - ° „ 4SQ FT5 o o �� 26.00 40.00 40.00 40.Ln 00 /W 40.00 ° 40.00 40.00 40.00 40.00 40.00 41.00 ' V N89-06 05 E N89006'05"E 116.47' N89 06 05 E 427.00 46 50.00' I Ln 42 N LA CRUZ ST _ _ 1 - g 4656 80 0 L N89° 06' 05"E 521.00 SQ FT 0 43 N ° " ° N89°06'05"E 116.37' o W N89 O6 05 E 427.00 N89-06 05 E 26.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 41.00' 50.00' 190 0 4652.65 0 44 CD SQ FT o N89006'05"E 116.26' 193 194 195 196 197 198 199 200 201 202 203 50 191 4904.50 4520.00 4520.00 4520.00 4520.00 4520.00 4520.00 4520.00 4520.00 4520.00 4633.00 0 4648.50 0 SQ FT SQ FT _ SQ FT _ SQ FT _ SQ FT _ _ SQ FT _ SQ FT _ _ SQ FT _ _ SQ FT _ _ SQ FT _ _ SQ FT CD SQ FT o o0 00 00 00 00 00 00 00 00 00 N89 ° 06' 05"E 116.16' r o o ._ ' ' ._ �''Yir' _ "' �_ "' o N N N N N N N N N N 192 N � m o� N of SQ FT5 3 0 3 45.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 41.00'Ln $ Ln Ln Ln , n , C� N890 06, 05n E 116.06, 'r N89 06 05 E 446. 0 N n n 226 n o 0 04640.21 o Z z l z SQ FT o w CD225 3 224 3 223 222 3 221 220 219 3 218 217 3 216 � 215 Z N89 ° 06' 05"E 115.95' > 4499.50 4160.00 � 4160.00 �, 4160.00 �n 4160.00 4160.00 4160.00 4160.00 2 4160.00 �, 4160.00 4264.00 Q 00 SQ FT Ln SQ FT �n SQ FT n SQ FT n SQ FT n SQ FT Ln SQ FT n _ SQ FT n , SQ FT n _ SQ FT n _ SQ FT g 227 p r7 O M O p M O M O CD rn CD ro CD O O O O Q7 T) O u) O � O Ln O � O O Ln 00 4636.06 o U o o o o o v o o o-.4- o o o SQ FT C) CD Z O Z CD CD Z p Z O Z CD Z o Z CD CD Z CDZ O Z O N89°06'05"E 115.85' O so I s M _ 228 - 0 26.00 40.00 40.00 1 40.00 40.00 1 40.00 1 40.00 W 40.00 40.00 40.00 41.00 _ N89 06 05 o c0 4631.91 c0 N89 06'05"E 427.00' 50.00' C> SQ FT 59 N SANT I AGO ST N 49 3 N89006'05"E 115.75' _ _ N89°06'05"E 521.00' _ _ o o 44.00' 243.00' 44.00' 44.00 L 96.00' � 50.00' n _ 229 - - 58 n 54 0 51 LO 50 0 0 0 N o " ° „ -I 0 0 4627.76 0 o N89 06 05 E 243.00 _ N89 06 05 Z SQ FT o Id 27.83' 46.83' 46.83' 46.83' /W 46.83' 27.83' N89006'05"E 96.00' 50.00' N89°06'05"E 115.64' �� s� `'�' 252 230 57 0 0 0 53 52 0 4994.50 S 0 0 o SQ FT 0 4623.62 0 0 0 0 0 0 ° I 0 50' 258 � 257 � 256 � 255 c2 254 253 50 ' N N89 06 05 E 115.00 N89°06'05"E 115.54' 4830.67 3 5011.17 3 5011.17 3 5011.17 3 5011.17 M.67 25' 25' 25 ' 25 ' o SQ FT SQ FT In SQ FT uSQ FT Ln SQ FT SQ FT g o0 460500 o W 231 oloNo0 orn o, - SQFT 00 4619.41 0 0 o Ln o Ln o Ln o Ln o Ln i o 00 06d° " I z cD SQ FT oD o o o v o Io o cj N89 06 05 E 115.00 J ° u N Z N Z N Z N Z N Z .Q N 3 I W N89 06 05 E 115.43 - - 250 I = _ 232 _ o � 46.83' 46.83' 46.83' 46.83' 46.83' 46.83' 3 0 3 !CD r' 0 4600.00 Co a, U 0 4615.32 0 '0 N89 ° 06' 05"E 281. 00' n M n D ° SQ FT j °O I �' W SQ FT o� z N89 06 05 E 115.00 Q n o Q cn N89006'05"E 115.33' o n o ,n o Ln o n o ,n o °op m oo 249 3 L" N57° 20' 29"W z ' " �, �, r7 r7 r, z Z c"i ° " 4582.32 g 233 - - - -� o p p o �, p 264 g , `" 49 �8 49 08 E o C=00 4536.92 (R) \ . 33 259 0 260 0 261 0 262 0 263 0 (R) ° "SQ FT o SQ FT 64 \ 37 4830.61 z _ 5011.17 z 3 5011.17 z � 5011.11 z 3 5011.11 z 3 4830.67 3 N89 06 05 E 111.90 ;n SQ FT Ln SQ FT Ln SQ FT Ln SQ FT Ln SQ FT Ln SQ FT 48 Lo p N89°06'05E 106.88' 50 248 Z n n L L N81 ° 42' 52"E 4093.12 0 3 45 0 0 0 0 0 58 (R) SQ FT n 2348 N87°18'37" O 68 6 z z z z ZjN89*06'05"E64 95.58'SQ FT0 9 27.83' 46.83' 46.83' 4683' /W 46.83' CD z 1�1 N89 06 05 E 243.00 65 57 N72°49'15"W 4547 44 44.00' 67 N BUENA 2 3 000'TA ST 44.00' �2 ° SQ F �6� 6 N89°06'05"E 331.00 49 1S' N 0 56 W 103. ,5 235 4 / 43 38 39 N N89°06'05"E 148.34' /W 46 47 N47021'22"W 50 ' 8177.29 h 1 40.00 40.00 40.00 26.71 - SQ FT `'/� p��C� 42 1.62' 51 I 53 55 (R) 20 6 41 40 _ .44 N14030'44"E1 52 °54 " I 'Ly SQ FT N08° 18' 15"� ° " � N09 50 32� N21 5329 W N24 26 10)j � � K? (R) _ _ _J 2 N o !y rn , � 236 237 238 239 240 241 242 3 243 0 244 �� 0 91 �s� m DETAIL "c" �1 �O 8159.33 LO 4643.31 3 4503.47 4710.03 4719.52 Ln 4729.02 �n 4730.61 =j, 4308.68 5882.74 SQ FT sr� SEE SHEET 6 SQ FT SQ FT � SQ FT ru2) SQ FT ru2) SQ FT 'u-3 SQ FT SQ FT SQ FT SQ FT O O O O O ,•'� ' 71 / co Ln Z Z Z Z Z LC� �j / z Z CD 72 N89°06'05"E 50.00' 26.99' 110.65'i 55.02' 40.00 40.00 40.00 40.00 40.00' 40.00 78.00' 96.79' 73 N89°26'29"E 607.46' /W 70 � N89026'29"E 605,52' - 19'A Lot nnu Leo 0 8 0 0 ,�l CD000 - - - - - r CD o o- - - - - Rio - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - of (0 MOJAVE STREET ZI N89°26'29"E 990.62' �r - 0 0 I I LINE & CURVE DATA BEARING/DELTA RADIUS LENGTH 41 N 89°06'05" E -- 25.00' 42 N 00053'55" W -- 25.00' 43 N 00053'55" W -- 25.00' 44 N 89006'05" E -- 25.00' 45 N 00053'55" W -- 25.00' 46 N 00053'55" W -- 25.00' 47 N 45053'55" W -- 26.87' 49 N 00053'55" W -- 25.00' 50 N 00053'55" W -- 25.00' 51 N 00053'55" W -- 25.00' 52 N 89°06'05" E -- 25.00' 53 N 89006'05" E -- 25.00' 54 N 00053'55" W -- 25.00' 55 N 44°06'05" E -- 26.87' 56 N 45°53'55" W -- 26.87' 57 N 89006'05" E -- 25.00' LINE & CURVE DATA BEARING/DELTA RADIUS LENGTH 58 N 00053'55" W -- 25.00' 59 N 00°53'55" W -- 25.00' 60 N 89°06'05" E -- 25.00' 61 N 44°06'05" E -- 26.87' 62 N 45053'55" W -- 26.87' 64 N 89°06'05" E -- 25.00' 65 N 00053'55" W -- 25.00' 66 N 44°06'05" E -- 26.87' 67 N 00053'55" W -- 25.00' 68 N 89006'05" E -- 25.00' 69 N 45053'55" W -- 26.87' 70 N 09055'17" E -- 27.49' 71 N 09055'17" E -- 3.42' 72 N 09055'17" E -- 13.90' 73 N 09°55'17" E -- 10.17' LINE & CURVE DATA O BEARING/DELTA RADIUS LENGTH 37 0=33°35'45" 50.00' 29.32' 38 0 157°06'52" 70.00' 191,95' 39 0=33033'26" 50.00' 29.28' 40 0=10001'11" 70.00' 12.24' 41 0=32044'25" 70.00' 40.00' 42 0=32044'26" 70.00' 40.00' 43 0=18054'17" 70.00' 23.10' 44 0=32044'25" 70.00' 40.00' 45 0=29056'29" 70.00' 36.58' 46 0=33033'26" 50.00' 29.28' 47 07=157006'52" 70.00' 191.95' 64 0=00001'39" 70.00' 0.03' LINE & CURVE DATA O BEARING/DELTA RADIUS LENGTH 48 0=33033'26" 50.00' 29.28' 49 0=20016'57" 50.00' 17.70' 50 0=13016'29" 50.00' 11.58' 51 0=15024'39" 50.00' 13.45' 52 0=18008'47" 50.00' 15.84' 53 0=22048'59" 70.00' 27.88' 54 0=31044'01" 70.00' 38.77' 55 0=25027'53" 70.00' 31.11' 56 0=25027'53" 70.00' 31.11' 57 L=25027'53" 70.00' 31.11' 58 0=26010'13" 70.00' 31.97' 50 25 0 50 SCALE: 1"=50' 100 150 lool 100, / Q N00053'55"W 0.65' _ N89006'05"E N89006'05E 50.00' -00 _40.00' � � 1 F- i IN THE CITY OF HESPERIA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA AMENDING MAP TRACT 17915-2 BEING A SUBDIVISION OF A PORTION OF THE S 4 OF THE SW 4 OF SECTION 12 T.4.N., R.5.W. S.B.M. IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA RENCIVIL - FEBRUARY 2020 0 n / SEE SHEET 4 -MATCH-LINE- SHEET 6 OF 11 SHEETS DETAIL l i C i l I o 79 28.00' 43.18' 43.14' 43.14' 43.14' 43.14' 43.14' 43.14' 43.14' 43.14' o W N89°06'05"E 416 30' NOT TO SCALE g � \ 13 N 416.30' CARDENAS ST N 44.00 _ -� -��' o N89006'05"E 460.30' C �_ 26.75' 40' N89°06'05"E 110.00' 0 14 N 6.00' N89°32'50"E 304.25' 3.42'I 95 g o W 1 I g 4620.00 ao N89°06'05"E 112.05' �%N N89 32 51 E 331.00 FT I N89°06'05"E 110.00' C, 5 - CD 5971 o \ i/ 0 o SQ FT _ I I o g 4820 00 0 N89° 06' 05"E 130.99' SEE DETAIL SHEET 64 rl- N SQ FT �' \ N89 06 05 E 110.00 CD - �o 0o g SQ FT N89°06'05"E 110.00' 92 0 g 4989.50 00 9 N89°06'05"E dSQ FT $� 90.00'_ N89 06'05"E 91.00' o _ 40. oo' COL I MA ST N89006'05"E 175.00' _ 40.00 91.00' _ 44.00' ° N89 06 05 E )l o �- 90.00' 40.00' N89006'05"E 91.00' 91 82 g 4989.50 �o SQ FT CD I N89006'05"E 110.00' � - 90 o 5170.00 _ 0 I SQ FT W I N89°06'05"E 110.00' 3 W o Lc) =I >� Q g 5118000 0 ^ W I LLJO I SQ FT _ -cD M _ N V 3 �; N89°06'05"E 110.00' � Lc) (0 Lc)N Lu ~ M N o M W Q 100 n a L CDc, � o 88 - o " C co � � 5170.00 SQFT � � n � U " ' ° N890605E 110.00' In Z C 87 - 0o oI z LIJ o °oo 0 5170.00 z I z SQ FT I N89006'05"E 110.00' 86 g 5170.00 0 40 ' SQ FT N89006'05"E 110.00J35' 2 _ 85 0 4825.71 O 4 SQ FT DETAIL "C" N89°06'05"E 91.42' SEE SHEET 6 N76028'23Wz I-- o (R) 0 5892.92 CD 0 Ln SQ FT N89006'05"E 130.92' 73 CD 0 5889.97 0 0 �- SQ FT o N89°06'05"E 130.86' CD I m 74 0 5887.03 0 SQ FT N89°06'05"E 130.79' 75 0 5884.08 0 U-) SQ FT Ln N89°06'05"E 130.72' z 0 0 76 5881.14 0 0 <� 3 Ln SQ FT Ln N89°06'05"E 130.66'� 77 Z o 5878.19 0 N89°06'05"E 130.59' 00 Co 1�1 78 - - -- - - 0 0 5875.24 0 o n I Ln SQ FT 0- CO N89°06'05"E 130,53' g z o �790 0 SQ FT N89006'05"E 130.46' 80 0 5869.35 0 0 SQ FT N89°06'05"E 130.40' 81 N80 ° 28' 25"E 5865.36 z N89°06'05"E 129.85' / \ ° 84 N00°53'55"1� N89°06'05"E _ I&N89'26'29"E 5365.885 5 (R) 1 50.00' \ FT 125.68' N89°26'29"E 275.34' 82 5389.08 SQ FT N89°06'05"E 110,48' N83028'55"E (R) 83 5952.42 SQ FT /N89°26'29"E 155.20'/ 0 0 0 0 u-i t- of Ln - iW I 3' Lot o _ _ _ CD O ago Flo p N nIo CD co CD Z; MOJAVE STREET v, 54.48' 275.61' --, -N89026'29"E 990.62' 7 5 0 z 50 25 0 50 100 150 SCALE: 1"=50' LINE & CURVE DATA BEARING/DELTA RADIUS LENGTH 01 N 29041'35" W -- 30.81' �2 N 29°41'35" W -- 19.36' 0 N 29041'35" W -- 11.45' ® N 89°06'05" E -- 40.00' N 00°53'55" W -- 25.00' © N 00053'55" W -- 25.00' N 00053'55" W -- 25.00' ® N 00°53'55" W -- 25.00' 0 N 89°06'05" E -- 25.00' 10 N 89°06'05" E -- 25.00' 12 N 89006'05" E -- 25.00' 13 N 00053'55" W -- 25.00' 14 N W 53'55" W -- 25.00' 15 N 89°06'05" E -- 25.00' LINE & CURVE DATA O BEARING/DELTA RADIUS LENGTH O1 A=39°24'02" 43.00' 29.57' O2 0=258-48'04" 45.00' 203.26' O A=39024'02" 43.00' 29.57' ® A=24°58'30" 45.00' 19.62' O A=104°25'32" 45.00' 82.02' © A 95°37'10" 45.00' 75.10' O A=33046'52" 45.00' 26.53' ® 6:=30°46'22" 43.00' 23.09' O9 A7--08°37'40" 1 43.00' 6.48' LINE & CURVE DATA BEARING/DELTA RADIUS LENGTH 79 N 45053'55" W -- 26.87' 80 N 44006'05" E 26.87' 81 N 44°06'05" E -- 26.87' 82 N 45°53'55" W -- 26.87' IN THE CITY OF HESPERIA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA SHEET 7 OF 11 SHEETS AMENDING MAP TRACT 17915-2 BEING A SUBDIVISION OF A PORTION OF THE S 4 OF THE SW ' OF SECTION 12 T.4.N., R.5.W. S.B.M. IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA RENCIVIL - FEBRUARY 2020 NOTE (AMENDING MAP THE PURPOSE OF THE ANNEXED AMENDING MAP IS TO: UPDATE THE OWNER'S STATEMENT TO CORRECT THE STREETS AND LETTERED LOTS THAT WERE INCORRECTLY DEDICATED. UPDATE THE CITY COUNCIL'S APPROVAL AND ACCEPTANCE CERTIFICATE TO REFLECT THE CORRECT STREETS AND LETTERED LOTS THAT WERE INCORRECTLY DEDICATED. UPDATE SHEETS 2, 4 AND 5 TO CLEARLY SHOW NON VEHICULAR ACCESS HATCH AT THE CORNER CUT BACK OF LOTS 91, 92, 118, 252, 253 AND 264 SURVEYOR'S STATEMENT (AMENDING MA I HEREBY STATE THAT I AM A PROFESSIONAL LAND SURVEYOR OF THE STATE OF CALIFORNIA, AND THE ONLY CORRECTIONS SHOWN ON THIS AMENDING MAP ARE THOSE PROVIDED FOR IN SECTION 66469 OF THE SUBDIVISION MAP ACT, AND THE NAMES OF THE FEE OWNERS OF THE REAL PROPERTY AFFECTED BY THE CORRECTION OR OMISSION ON THE DATE OF THE FILING OR RECORDING OF THE ORIGINAL MAP ARE AS FOLLOWS:NV HESPERIA INVESTORS, LLC. A NEVADA LIMITED LIABILITY COMPANY SIGNATURE: DATE: 3`���5 RUDY E . NUNEZ L.S. NO. 7394 NO. 7394 ). 12/31 /2025 m SAN BERNARDINO COUNTY RECORDER'S CERTIFICATE: THIS MAP HAS BEEN F I ED UNDER DOCUMENT NUMBER ZO2S- )T" ? r THIS DAY OF 2025, AT12- 0 M , I N BOO OF? I OF TRACT MAP AT PAGES ?Jl ' Z.3 , AT THE REQUEST OF FIRST AMERICAN TITLE COMPANY IN THE AMOUNT OF 31' JOSIE GONZALES ASSESSOR -RECORDER SAN BERNA Z. COUNTY BY: DEPUTY RECORDER CITY SURVEYOR'S CERTIFICATE (AMENDING MAP) I HEREBY CERTIFY THAT I HAVE EXAMINED THE AMENDMENTS MADE ON THE ANNEXED AMENDING MAP, AND THE ONLY CHANGES THEREON FROM THE ORIGINAL MAP ARE THOSE PROVIDED FOR IN SECTION 66469 OF THE SUBDIVISION MAP ACT, AND I AM SATISFIED THAT THIS MAP IS TECHNICALLY CORRECT. DATE: 6ol 611t46 MICHAEL P THORNTON, CITY ENGINEER/SURVEYOR QVjpFESS/ON�� C9 sr No.44226 ? m � ion EXP. 06-30= sl CIV1V qlF OF CAI�FOQ _AN D, No. 6867 s, EXP 09-30-�(P Q /, CITY OF HESPERIA n l L.S. NO.6867 SHEET OF I I SHEETS OWNER'S STATEMENT IN THE CITY OF HESPERIA, COUNTY OF SAN BERNARDINO, .S T ATE OF CALIFORNIA AMENDING" MAP TRACT 17915-2 I HEREBY STATE THAT I AM THE ONLY PARTY HAVING ANY RECORD TITLE INTEREST IN THE LAND SUBDIVIDED AS SHOWN ON THIS MAP, AND I CONSENT TO THE PREPARATION AND RECORDATION OF THIS FINAL MAP. BEING A SUBDIVISION OF A PORTION OF THE S � OF THE SW a OF SECTION 12 T.4.N., R.5.W. S.B.M. IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA RENCIVIL - FEBRUARY 2020 I HEREBY IRREVOCABLY OFFER TO DEDICATE TO THE CITY OF HESPERIA, THE PUBLIC SIGNATURE OMISSIONS(CONT.) IN GENERAL AND TO ANY OF THE SEVERAL PUBLIC UTILITY COMPANIES WHICH ARE PURSUANT TO THE PROVISIONS OF SECTION 66436 OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF AUTHORIZED TO SERVE IN SAID SUBDIVISION, AN EASEMENT FOR PUBLIC ROADS, THE FOLLOWING PARTIES HAVE BEEN OMITTED AS THEIR INTERESTS CANNOT RIPEN INTO A FEE: COUNTY HIGHWAYS, AND PUBLIC UTILITY PURPOSES IN, UNDER, OVER, THROUGH AND ACROSS;MOJAVE ST, VALENCIA ST, DATURA AVE, CARDENAS ST, VERACRUZ ST, VALLARTA ST, TERRA CT, COLIMA ST, SANTIAGO ST, BENITO AVE, BUENA VISTA ST, TOLUCA AVE, LA CRUZ ST, CANCUN ST, REYNOSA AVE, AND DUARTE ST, AS SHOWN ON THIS MAP;FOR LANDSCAPE MAINTENANCE, LOT "C","D" AND "F"; FOR DRAINAGE AND LANDSCAPE MAINTENANCE LOT "G"; FOR DRAINAGE, WATER QUALITY, AND LANDSCAPE PURPOSES, LOT "A". VEHICULAR ACCESS RIGHTS ACROSS THE PROJECT FRONTAGE OF MOJAVE STREET, VALENCIA STREET, AND DATURA ROAD, AS WELL AS THE STREET SIDE OF CORNER LOTS. THE EXPRESSED RIGHTS TO THE PUBLIC IN GENERAL AND TO THE SEVERAL PUBLIC UTILITY COMPANIES SHALL REMAIN INFERIOR TO THE SUPERIOR RIGHTS OF THE CITY OF HESPERIA. NV HESPERIA INVESTORS,LLC A NEVADA LIMITED LIABILITY COMPANY BY: LYNPr. FETTERLY v V ITS: MANAGER -MEMBER NOTARY ACKNOWLEDGMENT A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE INDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT STATE OF CALIFORNIA COUNTY OF SAN BERNARDINO ON (DATE) PERSONALLY APPEARED 745- BEFORE ME, 1 � S+" *n i (INSERT NAME AND TITLE OF THE OFFICER) hv\ f e t-�e✓ ky (NAME OF PERSON SIW NG) 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 HA AND OFFICIAL SEAL SIGNATURE: PRINT NAME: 1;., "- tr m tft 1-N NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE MY COMMISSION EXPIRES: S % `� a'b� G-O►^��^^�Ss�v�� �W�S� �U PRINCIPLE PLACE OF BUSINESS: R \4 CAS 0-c. COUNTY BENEFICIARY STATEMENT LENNAR HOMES OF CALIFORNIA LLC, A CALIFORNIA LIMITED LIABILITY COMPANY AS BENEFICIARY UNDER DEED OF TRUST RECORDED JUNE 13, 2024 AS DOC. NO. 2024-0136453 O.R. BY: GEOFFREY L. SMITH, AUTHORIZED SIGNATURE NOTARY ACKNOWLEDGMENT A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE INDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT STATE OF CALIFORNIA COUNTY OF SAN BERNARDINO u Q ON Mav`t� y, A25 BEFORE ME,�I� S'IYU/1 ��on, 0 of-& (DATE) �+ (INSERT NAME AND TITLE OF THE 0 ICER) PERSONALLY APPEARED G-eo o T L_ Swi A" (NAME OF PERSON SIGNING) 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 Y HAND AND OFFICIAL SEAL. SIGNATURE: PRINT NAME: I fr N tt 0 " NOTARY PUBLIC IN AND FOR SAID COUN Y AND STATE MY COMMISSION EXPIRES: 5 / 0 y I "0'1C3 1 PRINCIPLE PLACE OF BUSINESS 1V 61 sa COUNTY SIGNATURE OMISSIONS PURSUANT TO THE PROVISIONS OF SECTION 66436 OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING PARTIES HAVE BEEN OMITTED AS THEIR INTERESTS CANNOT RIPEN INTO A FEE: THE UNITED STATES OF AMERICA, HOLDER OF A RIGHT OF WAY FOR DITCHES AND CANALS AS RESERVED BY IN THE PATENT RECORDED IN BOOK "E", PAGE 384 OF PATENTS. INTERSTATE TELEGRAPH COMPANY HOLDER OF AN EASEMENT FOR EITHER OR BOTH POLE LINES, CONDUITS AND INCIDENTAL PURPOSES, RECORDED FEBRUARY 21, 1913 IN BOOK 527, PAGE 4 OF DEEDS. NADINE HIGBEE HOLDER OF A 20' WIDE EASEMENT FOR PUBLIC USE AND INCIDENTAL PURPOSES, RECORDED NOVEMBER 26, 1946, IN BOOK 1958, PAGE 392, O.R. CALIFORNIA ELECTRIC POWER COMPANY AND CAL INTERSTATE TELEPHONE CO. HOLDER OF AN EASEMENT OF UNDISCLOSED WIDTH FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED JUNE 24, 1954, IN BOOK 3409, PAGE 180, O.R. CALIFORNIA ELECTRIC POWER COMPANY AND CAL INTERSTATE TELEPHONE CO. HOLDER OF AN EASEMENT OF UNDISCLOSED WIDTH IN FAVOR OF , FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED JUNE 24, 1954, IN BOOK 3409, PAGE 184, O.R. CALIFORNIA ELECTRIC POWER COMPANY HOLDER OF AN EASEMENT OF UNDISCLOSED WIDTH FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED NOVEMBER 18,1955, IN BOOK 3792, PAGE 338, O.R. HESPERIA COUNTY WATER DISTRICT HOLDER OF AN EASEMENT FOR WATERLINE AND INCIDENTAL PURPOSES, RECORDED JULY 26, 1977, IN BOOK 9227, PAGE 1370, O.R. HESPERIA COUNTY WATER DISTRICT HOLDER OF AN EASEMENT FOR WATERLINE AND INCIDENTAL PURPOSES, RECORDED JULY 26, 1977, IN BOOK 9227, PAGE 1374, O.R. SOUTHERN CALIFORNIA TELEPHONE COMPANY HOLDER OF AN EASEMENT FOR TELEPHONE AND TELEGRAPH LINES AND INCIDENTAL PPURPOSES, RECORDED APRIL 14, 1983 AS INSTRUMENT NO. 83-079683, O.R. PACIFIC TELEPHONE AND TELEGRAPH COMPANY HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED JULY 28, 1959 IN BOOK 4887 PAGE 176, O.R. 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 NV HESPERIA INVESTORS, LLC ON FEBRUARY 2020. I HEREBY STATE THAT ALL THE MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED OR THAT THEY WILL BE SET IN THOSE POSITIONS WITHIN TWELVE (12) MONTHS OF RECORDATION OF THIS FINAL MAP, AND 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. DATED: 3 �' 25 sy E °N RUDY E . NU EZ " NO. 7394 Exp. 12/31 /2025 LS 7394 EXP . 12/31 /2025 * CITY ENGINEER'S STATEMENT OF CALF I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, AND THAT THE SUBDIVISION SHOWN THEREON IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP AND ANY APPROVED ALTERATIONS THERETO, AND THAT ALL THE PROVISIONS OF THE SUBDIVISION MAP ACT AND THE CITY OF HESPERIA MUNICIPAL CODES HAVE BEEN COMPLIED WITH AND I AM SATISFIED THAT THIS MAP IS TECHNICALLY CORRECT. DATED: 6�9 d G` , 2025 1/I w MICHAEL P. THORNTON, CITY ENGINEER CITY OF HESPERIA, CALIFORNIA AND R.C.E. NO. 44226 (EXPIRES 06-30-25 ) �p QEL E jy� q� 5�` �L T �GF P.L.S. NO. 6867 (EXPIRES 09-30-26 ) N0. 44226 �' N0. 6867 Exp. 06/30/25 * Exp. 09/30/26 CIVIL BOARD OF SUPERVISOR'S CERTIFICATE HEREBY CERTIFY THAT A BOND IN THE SUM OF S I01 7 6 0 HAS RFFN FXFCUTFn ANn FTIFn WITH THE BOARD OF SUPERVISORS OF SAN BERNARDINO COUNTY, STATE OF CALIFORNIA, CONDITIONED UPON 4"& PAYMENT OF ALL TAXES (STATE, COUNTY, MUNICIPAL OR LOCAL) AND ALL SPECIAL ASSESSMENTS COLLECTED AS TAXES WHICH AT THE TIME OF THE FILING OF THIS MAP WITH THE Ct7C'y}CSAN BERNARDINO + ASSESSOR -RECORDER -COUNTY CLERK, ARE A LIEN AGAINST SAID PROPERTY, BUT NOT YET PAYABLE�HAT THE SUBDIVIDER HAS FILED WITH ME A CERTIFICATE BY THE PROPER OFFICER GIVING ESTIMATE OF THE AMOUNT OF SAID TAXES AND SPECIAL ASSESSMENTS, AND SAID BOND IS HEREBY ACCEPTED. .r&VA'q DATED: I- ( . Z 0'1 S LYNNA MONELL CLERK OF THE BOARD OF SUPERVISORS SAN BERNARDINO COUNTY By: doe4ol- "mioinml DEPUTY AUDITOR-CONTROLLER\TREASURER\TAX COLLECTOR'S CERTIFICATE I HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF THE OFFICE, AS OF THIS DATE, THERE ARE NO LIENS AGAINST THE REAL PROPERTY SHOWN UPON THIS MAP FOR UNPAID STATE, COUNTY, MUNICIPAL OR LOCAL TAXES, OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, EXCEPT TAXES OR SPECIAL ASSESSMENTS NOT YET PAYABLE. ESTIMATED TO BE $/C!KOO ENSEN MASON AUDITOR�CONTROLLER/TREASURER/TAX COLLECTOR SAN BERNARDINO COUNTY BY: 44od- "loy�� D DEPUTY DATE: o Ir CITY COUNCIL'S APPROVAL AND ACCEPTANCE CERTIFICATE THE UNDERSIGNED OFFICER, ON BEHALF OF THE CITY COUNCIL PURSUANT TO AUTHORITY CONFERRED BY TITLE NO. 17 OF THE CITY OF HESPERIA MUNICIPAL CODE, HEREBY APPROVED THE ANNEXED MAP AND ACCEPTS THE OFFERS OF DEDICATION MADE HEREON SUBJECT TO COMPLETION OF IMPROVEMENTS, FOR STREET AND PUBLIC UTILITY PURPOSES, MOJAVE ST, VALENCIA ST, DATURA AVE, CARDENAS ST, VERACRUZ ST, VALLARTA ST, TERRA CT, COLIMA ST, SANTIAGO ST, BENITO AVE, BUENA VISTA ST, TOLUCA AVE, LA CRUZ ST, CANCUN ST, REYNOSA AVE, AND DUARTE ST, AS SHOWN ON THIS MAP; FOR LANDSCAPE MAINTENANCE, LOT "C", "D" AND "F"; FOR DRAINAGE AND LANDSCAPE MAINTENANCE LOT "G"; FOR DRAINAGE, WATER QUALITY, AND LANDSCAPE PURPOSES, LOT "A". VEHICULAR,,-fCCESS RIGH� ACROSS THE PROJECT FRONTAGE OF MOJAVE STREET, VALENCIA STRE T, ND DATURA, ROAD, AS WELL AS THE STREETtSI E OF �ORNER LOTS. BY: - t DATED: c MELINDA YRE k CITY CLERK OF THE CITY OF HESPERIA COMPOSITE DEVELOPMENT PLAN NOTE A COMPOSITE DEVELOPMENT PLAN (C.D.P.) HAS BEEN PREPARED FOR THIS MAP AND IS ON FILE WITH THE CITY OF HESPERIA BUILDING AND SAFETY DEPARTMEN. AMENDED NOTE CORRECTED OWNER'S STATEMENT AND CITY COUNCIL'S APPROVAL AND ACCEPTANCE CERTIFICATE. SOILS REPORT A GEOTECHNICAL REPORT WAS PREPARED ON JANUARY 26, 2022 AS REQUIRED BY THE HEALTH AND SAFETY CODE OF CALIFORNIA BY ROBERT MARKHOFF,CGE 2073 AND JOHN P. LAUER, CGE 2030 OF LOR GEOTECHNICAL, INC. REPORT IS ON FILE IN THE OFFICE OF THE CITY OF HESPERIA BUILDING AND SAFETY DEPARTMENT. SAN BERNARDINO COUNTY RECORDER'S CERTIFICATE: -TFH-S MAP HAS BEEN FILED UNDER DOCUMENT NUMBER THIS ------DAY OF , 2021, AT M, IN BOOK OF TRACT -MAP AT PAGES AT THE REQUEST OF FIRST AMERICAN TITLE C-OMPMY IN THE AMOUNT OF $ ASSESSOR -RECORDER SAN BERNARDINO COUNTY BY: pAr1 1 1 FD 1" IP UP 0.2' TAGGED RCE 23227 FOR SE COR PARCEL 1 PER PM 68/98 — I �i�J��JI�fJ FD BENT 2" IP NO — — — — J TAG,0.4' OUT OF POSITION NOT ACCEPTED ;05 05� 11 RESET AS NOTED, ESTABLISHED BY — — � PROPORTION 406-062 32 — 405 552--33 405 052 34 405 052-36 FD CSM BRASS CAP FOR SNF SET AS NOTED, S.W.COR.SEC.12 PER ESTABLISHED BY CSFB 492/23 PROPORTION l l J f _ �660.53' 1321.051(1320.69') [1320.70'1 €1320.70'1 PAi1 8257 Cu oO SURVEYOR'S NOTES IN THE CITY OF HESPERIA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA AMENDING MAP TRACT 17915-2 BEING A SUBDIVISION OF A PORTION OF THE S 4 OF THE SW 4 OF SECTION 12 T.4.N., R.5.W. S.B.M. IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA RENCIVIL - FEBRUARY 2020 BOUNDARY MAP FlAri 2 rSHEET 3 II 40 94' (47 Q1') PJ\il 7072 PIVI8 68/97-98 PAT-1 3 FD 1.5"IP FL NO TAG ,M' nTm — — nM n,n i r�l Cz 0 1. • INDICATES FOUND MONUMENT AS NOTED 2. O INDICATES SET 1" IRON PIPE WITH PLASTIC PLUG STAMPED "L.S. 7394". CENTERLINE MONUMENTS SET WITH 1" IRON PIPE WITH PLASTIC PLUG STAMPED "L.S. 7394" SET FLUSH IN PAVEMENT SURFACE. A NAIL AND BRASS TAG STAMPED "L.S. 7394" SHALL BE SET IN THE CONCRETE CURB ON THE PROLONGATION OF THE SIDE LOT LINE IN LIEU OF THE FRONT LOT CORNERS. A 1" IRON PIPE WITH PLASTIC PLUG STAMPED "L.S. 7394" WILL BE SET AT REAR LOT CORNERS UNLESS OTHERWISE NOTED. WHERE REAR LOT CORNERS ABUTT AN ARTERIAL STREET WITH A SCREEN WALL OR A SCREEN WALL IS INSTALLED, A NAIL AND BRASS TAG STAMPED "L.S. 7394" SHALL BE SET IN THE TOP OF THE WALL ON THE SIDE LOT LINE IN LIEU OF THE REAR LOT CORNER. IN THE EVENT THE AFOREMENTIONED MONUMENTS CANNOT BE SET DUE TO UNFORESEEN CIRCUMSTANCES A LEAD, NAIL AND "L.S. 7394" TAG SHALL BE SET, AT THE TRUE LOCATION CALLED FOR BY THIS MAP, IN LIEU OF THE AFOREMENTIONED MONUMENTS. 3. ® INDICATES CURVE DATA CALLED OUT IN TABULAR FORM. ® INDICATES LINE DATA CALLED OUT IN TABULAR FORM. 4. ( ) RECORD DATA PER PARCEL MAP NO. 7072 PM 68/98 [ ] RECORD DATA PER RECORD OF SURVEY 38/14 < > RECORD DATA PER PARCEL MAP NO. 6716 PM 67/76 € } RECORD DATA PER RECORD OF SURVEY 34/75 (( )) RECORD DATA PER RECORD OF SURVEY 21/12 [[ ]] RECORD DATA PER RECORD OF SURVEY 114/71 << >> RECORD DATA PER PARCEL MAP NO. 1364 PM 11/71 { RECORD DATA PER RECORD OF SURVEY 43/35 ((( ))) RECORD DATA PER TRACT 12236 MB 193/58 [[[ ]]] RECORD DATA PER TRACT 17291 T-17291 <<< >>> RECORD DATA PER PARCEL MAP 8257 PM 88/1 €{ RECORD DATA TRACT 17375 T-17375 5. THIS PHASE OF THIS TRACT CONTAINS 5 LETTERED LOTS AND 203 NUMBERED LOTS. AREA: 35.15 ACRES 6. INDICATES SUBDIVISION BORDER LINE. 7. - _ _ INDICATES "NON -VEHICULAR ACCESS" 8. ALL FOUND MONUMENTS DISTURBED AND/OR DESTROYED AS A RESULT OF CONSTRUCTION WILL BE RESET WITH LIKE KIND TAGGED L.S. 7394, UNLESS OTHERWISE NOTED. 9. CL INDICATES CENTERLINE BASE 10. COR INDICATES CORNER POINT 11. CSFB INDICATES POINT OF COUNTY SURVEYOR FIELD BOOK ti 12. CSM INDICATES POINT OF COUNTY SURVEYOR MONUMENT 13. FL INDICATES FLUSH Iv 14. FD INDICATES FOUND o�CO 15. INT INDICATES INTERSECTION o 16. PCC INDICATES POINT OF COMPOUND CURVATURE MOIAVE ST 17. PRC INDICATES POINT OF REVERSE CURVATURE 18. (R) INDICATES RADIAL BEARING 19. SBC INDICATES SAN BERNARDINO COUNTY 20. SNF INDICATES SEARCHED NOT FOUND BASIS OF BEARINGS: THE BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, AS DETERMINED LOCALLY BY A 3-POINT STATIC RESECTION TO CONTINUOUSLY OPERATING REFERENCE STATIONS "P582", "P589" AND "P470". THE COORDINATE OF THE BASE CONTROL POINT IS 1984301.575 NORTH, 6755105.846. SURVEY PERFORMED WITH CARLSON BRx6+ TRIPLE FREQUENCY, GNSS RECEIVER. POINT WAS OCCUPIED FOR 4 HOURS. DATA WAS POST PROCESSED USING CARLSON SURVEY GNSS 2016 SOFTWARE VERSION 2.1.6 FD 1.5"IP FL PLASTIC PLUG NOT LEGIBLE A(.rFPTFO AS OF MR �r�ri �;• FD 1.5"IP FL NO TAG FD 1.5" IP BRASS TAG RCE 8299 0.97' S AND 1.80' E OUT OF POSITION. NO REF. POSITION NOT ACCEPTED RESET AS NOTED, ESTABLISHED BY — PROPORTION FOR NW COR PARCEL 1 PER PM 11/71 10'�,1� ssu.11� 330.11' IEET 6 N89"26'29"E 1320.43'(1320.68') [1320.70'1 11321320.70'1« 1320.82'>> 2641.48' 12641.40'1 <<2641.63'>> N89"26'29"E 5282.96'((5282.41')) ff(5282.70'111 SNF SET AS NOTED, ESTABLISHED BY PROPORTION EASEMENTS *A3 A RIGHT OF WAY FOR DITCHES AND CANALS AS RESERVED BY THE UNITED STATES OF AMERICA IN THE PATENT RECORDED IN BOOK "E", PAGE 384 OF PATENTS. *A4 AN EASEMENT IN FAVOR OF INTERSTATE TELEGRAPH COMPANY FOR EITHER OR BOTH POLE LINES, CONDUITS AND INCIDENTAL PURPOSES, RECORDED FEBRUARY 21, 1913 IN BOOK 527, PAGE 4 OF DEEDS. A A 20' WIDE EASEMENT IN FAVOR OF NADINE HIGBEE, FOR PUBLIC USE AND INCIDENTAL PURPOSES, RECORDED NOVEMBER 26, 1946, IN BOOK 1958, PAGE 392, O.R. A THE CL OF AN EASEMENT OF UNDISCLOSED WIDTH IN FAVOR OF CALIFORNIA ELECTRIC POWER COMPANY, FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED JUNE 24, 1954, IN BOOK 3409, PAGE 180, O.R. A7 THE CL OF AN EASEMENT OF UNDISCLOSED WIDTH IN FAVOR OF CALIFORNIA ELECTRIC POWER COMPANY, FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED JUNE 24, 1954, IN BOOK 3409, PAGE 184, O.R. A THE CL OF AN EASEMENT OF UNDISCLOSED WIDTH IN FAVOR OF CALIFORNIA ELECTRIC POWER COMPANY, FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED NOVEMBER 18,1955, IN BOOK 3792, PAGE 338, O.R. *A AN EASEMENT FOR WATERLINE AND INCIDENTAL PURPOSES IN FAVOR OF THE HESPERIA COUNTY WATER DISTRICT, RECORDED JULY 26, 1977, IN BOOK 9227, PAGE 1370, O.R. * 10 AN EASEMENT FOR WATERLINE AND INCIDENTAL PURPOSES IN FAVOR OF THE HESPERIA COUNTY WATER DISTRICT, RECORDED JULY 26, 1977, IN BOOK 9227, PAGE 1374, O.R. �C THE LOCATION OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD INFORMATION. DATUM STATEMENT: THE DISTANCES SHOWN HEREON ARE GROUND DISTANCES. GRID DISTANCES PER THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 5 MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCES BY A MEAN COMBINATION FACTOR OF 0.999617785 UNDERLYING LOT NOTE: EXISTING ALIQUOT PARCELS: APN 0405-052-019, 020, 021 EXISTING ALIQUOT PARCEL LOTS SHOWN HEREON ARE SUPERSEDED BY THIS MAP. FD 1" IP FLUSH — BRASS TAG LS5174 FOR CL INT 330.11' <<330.20'>> Mojave St SNF SET AS NOTED, ESTABLISHED BY PROPORTION FOR S COR, SEC 12 200 100 0 SHEET 9 OF 11 SHEETS FD 1" IP FLUSH BRASS TAG LS3009 FOR CL INT PER PMB 11/71 —Valencia St St— FD 14" CSM BRASS CAP STAMPED RE 6820 FOR S.E.CORNER OF SEC. 12 PER CSFB 492/22 l2 2641.48'JIJ2640.98'111 J J l36 �I Q N cd I I nN NN Q 33 I rriM 00 zz u FD 1. 5" IP FLUSH BRASS TAG LS4002 200 SCALE: 1"=200' 400 600 Vicinity Map NTS W 1 1Ns i'*.' CARDENAS ST �\ 26.75' \ TRACT BOUNDARY 3.42' I I R/W --N- N89032'51"E 331.00' DETAIL "B" NOT TO SCALE 1 50 000' I I I I I I c� :> ff-) I W � I Q � Z M o I Z Lu z I LJ J w ' I )' 06' 05"E Li V 50.00' w �- 150.00' (nc<I G r06'05"E 50.00' I i I I I � 0 0 N I I I � I I1°06'05"E I50.00' I 11' 06' 05"E 50.06' IN THE CITY OF HESPERIA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA AMENDING MAP TRACT 17915-2 BEING A SUBDIVISION OF A PORTION OF THE S 4 OF THE SW j OF SECTION 12 T.4.N., R.5.W. S.B.M. IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA RENCIVIL - FEBRUARY 2020 r p r ri J P J\IJ 7072 --A- NIS200 Zn' I0"C I onG Zn' P A JR1 41, SHEET 10 OF 11 SHEETS 631.37' LotT" VALENCIA STREET o 22 N89°39'10"E 576.12' o 24 N8TT 10"E 582.18' 67.13' 78.80' 58.24' 42.00' 42.00' 42.00' 42.00' 42.00' 42.00' 42.00' 42.00' 42.00' 23 r'�° Ln ��� Z 0 r 00 00 N 0000 O co N 00 r- �- ^_ 119 Nco 0 120 °' 121 O 122 o 123 124 125 °' 126 �' 127 �' 128 r �' 129 �o' Un 5372.44 _ SQ N - ( 4454.57 3 4232.15 4220.17 4203.19 4186.21 4169.24 4152.26 4135.28 4118.30 3 4101.33 118 ��� SQ FT SQ FT SQ FT SQ FT ,t; SQ FT ,' ; SQ FT ,' ; SQ FT Ln SQ FT ' ; SQ FT SQ FT9619.88 62° �jN0825 ° „ 18� (R) 20 0 � Ln Ln 0 � 0 T) 0 Ln 0 � 0N294019"W Ln f- 40' SQ FT „ \ 18 19 z 21 0 zzzzzzz(R) 0 17 31.15' 42.00' 42.00' 42.00' 42.00' 42.00'42.00' 42.00' 42.0117 4 0N89 " 12 06 05"E 367.15° N13°43'02"E N VALLARTA ST N 5545.30 N62 24 45 W 44.00' _ (R) _ -L _ 412.34' _ SQ FT (R) 16 N89°06'05"E 456.34' Ln °49 , N81 02" W 91.34' o o N N89°06'05"E 412.33' cv 28.00' 43.18' 43.14' 43.14' 43.14' 43.14' 43.14' W 43.14' 43.14' 43.14' N N84°50'WE" 76 10 116 (R) 15 20 3.97 4694.75 SQ FT 14 N89° os' o5"E 106.19' 139 _ 138 - 137 - 136 - 135 - 134 - 133 - 132 - 131 - 130 - N66 35' 41 10 4425.50 0 4232.06 0 4227.72 0 4227.72 0 4227.72 0 4227.72 0 4227.72 0 4227.72 0 4227.72 0 4227.72 0 E 115 (R) � S SQ FT SQ FT m SQ FT c6 m SQ FT co m SQ FT 00 SQ FT m oo SQ FT 00 SQ FT co m SQ FT 06 SQ FT 00 o oN 4596.09 13 D - - o 0 0 0 0 0 0 0 0 SQ� " N89 06 05 E 110.00 � N `� o - rn rn rn rn m rn m M rn CD 47.00 43.18 43.14 43.14 43.14 43.14 43,14 43.14 43.14 43.14 114 0 Ln n N89°06'05'E 435.30' 04620.00 C"i SQ FT 0Ln r7 `n `O o ;n O Un o U-) o Ln o �n o n O ;n o in o in o �n o Ln o Ln O Vn o Un o - Un O Ln O in o Un 0 0 N89°06'05"E 110.00' O Z - O o r7 d �n rn r7 � m M LO m r�) Ln 6) r7 m tom) d ir) M r7 d m r) d T) m r7 d Ln m p�j 113 o Z ^ 140 g 141 0 142 0 143 0 144 0 145 0 146 0 147 0 148 0 z 149 g 4620.00 0 4237.43 z 4059.25 z 4055.09 Z 4055.09 Z Z 4055.09 4055.09 Z 4055.09 Z 4055.09 Z 4055.09 n 4055.09 ro 4- SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT 'n N89°06'05"E 110.00' \ 16 CD 112 0 0 77 28.00' 43.18' 43.14' 43,14 43.14' 43.14' 43.14' 43.14' 43.14' 43.14' 0 4620.00 �' o N89°06'05"E 530.58' N SQ N89° 06' 055"E 110. 00' ' 7 N VERACRUZ ST N co� _ _ _ N89006'05"E 460.30' _ _ _ _ '` 0 0 111 4620.00 0 - o 1a N N89°06'05"E 530.58' "' N r SQ FT N89°06'05"E 110.00' 78 28.00 43.18 43.14 43.14 �W 43.14 43.14 43.14 43.14 43.14 , 43.14 LLn n 6- 19 - CD 110 - • 0 0 4620.00 c� 50' 00 Z SQ FT 108 0 107 0 106 0 105 0 104 0 103 0 102 0 101 0 100 0 99 0 3 N89°06'05"E 110.00' 25' 25' o 4425,50 0 4232.06 0 4227.72 0 4227.12 0 0 4221.12 4227.12 0 4227.12 0 4221.72 0 4227.12 0 00 0 4221,12 r, 0 SQ FT 00 a' SQ FT 00 m SQ FT 00 °' SQ FT 00 a' 00 SQ FT o °' SQ FT 00 o 00 SQ FT o SQ FT 00 o SQ FT o mSQ FT m Ln o 109 0 o 0 O 0 O 0 O 0 0 o O CDO o O YV2Q nn O 0 p U IBC) 01 O) 0) N 0)O� N N N N C)) O Z �. SQ FT N89°06'05"E 110.00' Q N89°06'05 E 435.30' 3 S 3 47.00' 43.18' 43.14' 43.14' 43.14' 43.14' 43.14' 43.14' 43.14' 43.14' 98 O unCD ~ 3 3 3 3 4620.00 . . o z o o Z o 70 L _ _ M O Ln O 69 n _ r7 O -O 68 n _ r7 O u0 67 _ r) O u7 �n - O 66 ;f 65 u7 _ �n - O u) �n - - O 64 63 u) _ �n - O 62 n �n O _ O 61 CD N89 ° O6' 05"E 110 , 00' r "' 4237. 43 o d ocn 4059.25 o orn 4055.09 o v orn 4055.09 o orn 4055.09 4055. 09 orn oa) 4055.09 1 om 4055.09 orn 4055. 09 orn 4055.09 rn < SQ FT Z SQ FT Z SQ FT Z SQ FT Z SQ FT z SQ FT z SQ FT z SQ FT z SQ FT z SQ FT ,ell 04620.00 O 0 SQ FT N89°06'05"E 110,00' 12 79CZ) 28.00' 43.18' 0 96 - g 4620.00 � 13 N `"- SQ FT 44.00'- lz N89'06'05"E 110.00' Ln LINE & CURVE DATA BEARING/DELTA RADIUS LENGTH 12 N 89006'05" E -- 25.00' 13 N 00°53'55" W -- 25.00' 14 N 00053'55" W -- 25.00' 16 N 89006'05" E -- 25.00' 17 N 00053'55" W -- 25.00' 18 N 00°53'55" W -- 25.00' 19 N 89006'05" E -- 25.00' 20 N 89006'05" E -- 25.00' 21 N 00°53'55" W -- 25.00' 22 N 30028'12" E -- 29.28' 23 N 30028'12" E -- 17.63' 24 N 30028'12" E -- 11.64' 76 N 44°06'05" E 26.87' 77 N 45053'55" W -- 26.87' 78 N 44006'05" E -- 26.87' 79 N 45°53'55" W -- 26.87' 80 N 44006'05" E 26.87' 43.14' _ - 0 00 14 " 6.00C 0 - 80 N89°06'05"E 112.05' LINE & CURVE DATA O BEARING/DELTA RADIUS LENGTH 10 0=33033'26" 50.00' 29.28' 11 0=158010'12" 70.00' 193.24' 12 0=34036'46" 43.00' 25.98' 13 0=22030'24" 50.00' 19.64' 14 0=11003'02" 50.00' 9.64' 15 0=29018'10" 70.00' 35.80' 16 0=32044'26" 70.00' 40.00' 17 0=32044'26" 70.00' 40.00' 18 0=38°05'37" 70.00' 46.54' 19 0=25017'33" 70.00' 30.90' 20 0=19059'49" 43.00' 15.01' 21 0=14036'57" 43.00' 10.97' 43.14' 43.14' 43.14' 43.14' 43.14' 43.14' 43.14' N89°06' 05"E 416.30' DETAIL "B" o SEE SHEET 4�./ o \ 416.30' CARDENAS ST N _ N89006'05"E 460.30' - t M 26.75' N89° 32' 50"E 304.25' I N 3.42 /W N89 32 51 E 331.00 MATCH -LINE SEE SHEET 6 0 z 50 25 0 50 100 150 SCALE: 1"=50' W N W IN THE CITY OF HESPER I A , COUNTY OF SAN BERNARD I NO , SHEET 11 OF 11 SHEETS STATE OF CALIFORNIA AMENDING MAP TRACT 17915-2 BEING A SUBDIVISION OF A PORTION OF THE S 4 OF THE SW j OF SECTION 12 T.4.N., R.5.W. S.B.M. IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA RENCIVIL - FEBRUARY 2020 SEE SHEET 3 4,-_- --_- MATCH -LINE -_-_-- - 0 4660.95 CD o0 00 26.00 40.00 40.00 40.00 �w 40.00 ° 40.00 40.00 40.00 40.00 40.00 41.00 ' �/ N890_06 05 E� N89°06'05"E 116.47' � N89 06 05"E 427.00 50.00 189 42 _ LA CRUZ ST 46 r 04656.80 0 N89 ° 06' 05"E 521. 00' �� I CD o - 43 Ln45 N89°06'05"E 116.37' c� N N89°06'05"E 427.00' N89006'05"E 190 26.00' 40.00' 40.00' 40.F' w 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 41.00' 50.00' I � 0 4652.65 0 44 I o SQ FTCD N89 ° 06' 05"E 116.26' 193 194 195 196 197 198 199 200 201 202 203 50 191 _ 4904.50 4520.00 4520,00 4520.00 4520.00 4520.00 4520.00 4520.00 4520.00 4520.00 4633.00 I 0 4648.50 a SQ FT _ SQ FT _ _ SQ FT - _ SQ FT _ _ SQ FT _ _ SQ FT _ SQ FT _ _ SQ FT _ _ SQ FT _ _ SQ FT _ _ SQ FT o SQ FT o0 00 00 00 00 00 00 00 00 0o g N89 ° 06' 05"E 116.16' d o o a' r� r �_ r'i �_ r i �_ r�i �_ ri rri �_ Ki �_ rri r� r2 �_ "� � o I M CD O O N N N N N N N N N N 192 N �' 0 0 °O rnl_ N p o p 0 0 SQ FT -It- $ 45.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 41.00' 3 o r " r Ln �% r n r Ln I N89 06 05 E 116.06 'r N89 06 05 E 446. 0 'n co 226 I 0 0 4s4o.21 z 0 0 0 0 0 oZ z z _ _ _ _ _ _ _ _ _ SQFT w ;dgo 225 3 224 3 223 3 222 3 221 220 3 219 3 218 217 216 3 215 N89 ° 06' 05"E 115.95' > 4499.50 � 4160.00 �n 4160.00 �n 4160.00 �n 4160.00 �n 4160.00 4160.00 = 4160.00 �n 4160.00 � 4160.00 -n 4264.00 Q °O SQ FT !n SQ FT O SQ FT !n SQ FT !n SQ FT !n SQ FT �n SQ FT in SQ FT _'n SQ FT n SQ FT !n SQ FT S I 227 CC�� O ro o O O M o o n O unCD O rn 0 rn 0 Q Ln o un o �n 0 Uo Un 0 �n p 0 4636.06 o U o� o� o� o� o� o� o JododCI o� SQFT o- J zo zo zo zo zo zo zo zo zo zo I N89°06'05"E 115.85' O so 6 I M - 228 - o 26.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 41.00' _ N89°06'0_5"E _ 0 0 4g31 91 0 N89 06'05"E 427.00' w 50.00' CD 59 N 0SANT I AGO ST N 49 3 N89°06'05"E 115.75' 2c _ _ N89°06'05'E 521.00' NLn 229 44.00o 11 243.00' 44.00' 44.000 96.0050.00' I Ln 54 - 51 Ln 50 4627.16 o `V N89°06'05"E 243.00' N _ N89'06'05" Z o SQ FT I�r27.83' 46.83' 46.83' 46.83' �w 46.83' 27.83' N89°06'05"E 96.00 50.00' N89°06'05"E 115.64' 252 2300 0 0 0 0 53 52 - g I 4994.50 0 46232 0 0 0 0 2 0 2 4 0 2 3 50 ' o u SQ FT " I SQ 50' 258 257 256 55 5 5 N89 06 05 E 115.00 N89°06'05"E 115.54' i 4830.67 3 5011.17 3 5011.17 3 5011.17 3 5011.17 3 M.67 25' 25' I 25' 1 25 ' g SQ FT Ln SQ FT � SQ FT Ln SQ FT Ln SQ FT Ln SO FT g i� 0 4600 00 o W 231 � `�' o p _ o°Oo O r) O r7 O r-) O r-) O n � - p o 4619. 41 0 0 Ln Cl U n o Ln o �n o Ln i- 0 00 SQ FT I z SQ FT o� o v o o o o c j N N89°06'05"E 115.00' J co N89°06'05"E 115.43' r° N z N z N z N z N z o Q � 3 I i~ 250 - = w 232 _ 0 3 46.83' 46.83' 46.83' 46.83' 46.83' 46.83' 3 0Cr' 0 4600.00 00 V (nn 0 4615.32 0 N89°06' 05"E 281.00' Ln ��on SQ FT `� W 09 I w o� R o� Z to o N89°06'05"E 115.00' Q M Q cwn N89006'05"E 115.33' o � o ,Ln o Ln o ; �' o ,Ln o o m o Z 249 Q I e r rr O - _ .. _ - _ o z o r n p N 2 N57 20 29 W 12.33 z o � O ,'r o o { o 0 264 o z N N68 49 08 E 4582.32 0 _ a, s2 (R) - \ 259 0 260 0 261 0 262 0 263 0 ` ' 49 (R) - - SQ FT � 1, Ln �' 4830.67 0 5011.17 0 3 5011.17 0 3 5011.17 0 3 5011.17 0 3 4830.67 a rr � Q ` SQ FT s4 \ 37 z 3 z _ z _ z _ z _ N89 06 05 E 111.90 C) L I SQ FT T) SQ FT Ln SQ FT un SQ FT �n SQ FT �n SQ FT 48 co N89'06'05"E 106.88' \ "' "' "' _'n `n 11 ro CD rl) 50 248 "' N8p1°42'52"E 4093.12 0 � I 234 ° n 45 68 z z z z z 64 58 �I\� - - SQ FT - Ln 5754.58 N87 18 37� s N89°06'05"E 95.58' I uo SQ FT �R) o 27.83' 46.83' 46.83' 46.83' 46.83' 27.83' of o M 1� � N89 06 05 E 243.00 �w c� 57 N72°49'15"W 24700 2 z I 44 44.00' s7 N BUENA 2 V Io�S,TA ST 65 44 . oo' � ' N R)° SQ FT 00 1 s� N89°06'05"E 331.00'� b �2 49,is»w C14 I 235 / 43 38 39 N N89°06'05"E 148.34' �w 46 47 56 N47°21'22"W 103 5� I 8171.29 `� � � � 40.00' 40.00' 40.00' 26.71 50' �R) I SQ FT ��� 1.62' 51 1 55 246 42 ° n 1 52 53 7403.44 N08°18'15"E ° 41 4o n ;, - N14 30 44� ° °54 I ti� ° A FT I N24 26 1011 � C9 �, (R) _ N09 50 32� N21 53 29� y o �R) N (R) - N °° °° (R) - (R) N cD � C.r rn I °�;,�, 236 237 238 3 239 3 240 3 241 3 242 243 0 244 245 �s DETAIL "C" 1 8159.33 4643.37 3 4503.47 Ln 4710.03 � 4719.52 � 4729.02 � 4730.61 8410.91 a' I Ln n 4308.68 � 5882.14 SQ may, SEE SHEETi SQ FT SQ FT SQ FT SQ FT �, SQ FT ro SQ FT n SQ FT - SQ FT �, SQ FT Ln Z Z Z Z g u' �, 71 72 N/ 89°06'05"E _ I 26.99' 1110.65'i 55.02'' 40.0040.00 40.00 40.00 40.00' 40.00' 78.00' 96.79' 73 50.00' N89°26'29"E 607,46' �w 70 �I N89026'29"E 605.52' 19 LOt u�iu 3I c°Oo I = - - - - o - - - - - - - - - - - - - - - - - c _ ICD 00 C) 0 CD z o - - - - - - - - - - - - - - - - - - - - - - - - - ro lo MOJAVE STREET ZI I N89026'29"E 990.62' Av---- I A A II LINE & CURVE DATA BEARING/DELTA RADIUS LENGTH 41 N 89006'05" E -- 25.00' 42 N 00°53'55" W -- 25.00' 43 N 00053'55" W -- 25.00' 44 N 89006'05" E -- 25.00' 45 N 00053'55" W -- 25.00' 46 N 00053'55" W -- 25.00' 47 N 45°53'55" W -- 26.87' 49 N 00°53'55" W -- 25.00' 50 N W 53'55" W -- 25.00' 51 N 00053'55" W -- 25.00' 52 N 89006'05" E -- 25.00' 53 N 89006'05" E -- 25.00' 54 N 00°53'55" W -- 25.00' 55 N 44°06'05" E -- 26.87' 56 N 45°53'55" W -- 26.87' 57 I N 89°06'05" E -- 25.00' LINE & CURVE DATA ❑ BEARING/DELTA RADIUS LENGTH 58 N 00053'55" W -- 25.00' 59 N 00°53'55" W -- 25.00' 60 N 89006'05" E -- 25.00' 61 N 44006'05" E -- 26.87' 62 N 45053'55" W -- 26.87' 64 N 89006'05" E -- 25.00' 65 N 00°53'55" W -- 25.00' 66 N 44006'05" E -- 26.87' 67 N 00053'55" W -- 25.00' 68 N 89°06'05" E -- 25.00' 69 N 45053'55" W -- 26.87' 70 N 09°55'17" E -- 27.49' 71 N 09055'17" E -- 3.42' 72 N 09055'17" E -- 13.90' 73 N 09°55'17" E -- 10.17' LINE & CURVE DATA O BEARING/DELTA RADIUS LENGTH 37 0=33°35'45" 50.00' 29.32' 38 0 157°06'52" 70.00' 191.95' 39 0=33033'26" 50.00' 29.28' 40 0=10001'11" 70.00' 12.24' 41 0=32044'25" 70.00' 40.00' 42 0=32044'26" 70.00' 40.00' 43 0=18054'17" 70.00' 23.10' 44 0=32044'25" 70.00' 40.00' 45 0=29056'29" 70.00' 36.58' 46 0=33°33'26" 50.00' 29.28' 47 0=157006'52" 70.00' 191.95' 64 0=00001'39" 70.00' 0.03' LINE & CURVE DATA O BEARING/DELTA RADIUS LENGTH 48 0=33033'26" 50.00' 29.28' 49 0=20°16'57" 50.00' 17.70' 50 0=13016'29" 50.00' 11.58' 51 0=15024'39" 50.00' 13.45' 52 0=18008'47" 50.00' 15.84' 53 0=22048'59" 70.00' 27.88' 54 0=31044'01" 70.00' 38.77' 55 0=25027'53" 70.00' 31.11' 56 0=25027'53" 70.00' 31.11' 57 0=25027'53" 70.00' 31.11' 58 0=26010'13" 70.00' 31.97' 50 25 0 50 100 150 SCALE: 1"=50'