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HomeMy WebLinkAboutRS0184P0026-0033SHEET 1 OF 8 SHEETS RECORD C30)= SURVEY 24-00115 /N THE C/TY OF ONTARIO, COUNTY OF SAN BERNARD/NO, STATE OF C4L/FORNIA BEING A SURVEY OF PARCEL MAP NO. 10112, AS PER MAP RECORDED IN BOOK 138, PAGES 88 THROUGH 106, INCLUSIVE OF PARCEL MAPS, TOGETHER WITH PARCEL MAP NO. 13 14 1, AS PER MAP RECORDED IN BOOK 151, PAGES 66 THROUGH 69, INCLUSIVE OF PARCEL MAPS, TOGETHER WITH PARCEL MAP NO. 14732, AS PER MAP RECORDED IN BOOK 180, PAGES 50 AND 51 OF PARCEL MAPS IN THE COUNTY OF THE COUNTY RECORDER OF SAID COUNTY. THIEVES ENGINEERING, INC, BR14N L. THIEVES SURVEYOR'S STATEMENT. - THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT, AT THE REQUEST OF MCDONALD PROPERTY GROUP IN SEPTEMBER, 2023. B AN L. THIENES P.L.S. No. 5750 LIC. EXP. 121JI125 PURPOSE STATEMENT.• (10/0j?m DATE APRIL, 2024 ,*p� LAND 0-C mo * m NO. 5750 it �Q. THE PURPOSE OF THIS RECORD OF SURVEY IS TO MONUMENT LOT LINE ADJUSTMENTS DUE TO EXISTING MONUMENTS BEING DESTROYED DURING CONSTRUCTION. THE SURVEY DATE OF THE FOUND MONUMENTS SHOWN HEREON IS DECEMBER, 2023. THE SURVEY DATE OF THE SET MONUMENTS AND TIES SHOWN HEREON IS MAY, 2024. COUNTY SURVEYOR'S STATEMENT: THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS r 0 +h DAY OF J Me- 20ZS . RYAN HUNSICKER, COUNTY SURVEYOR LA/VD COUNTY OF SAN BERNARDINO \oNP o NUNS SG� L .8r"r �o -1000, a L. S. NO. 8302 PLS No.8302 NOTE.• SEE SHEET 2 FOR MONUMENT AND ESTABLISHMENT NOTES. SEE SHEET 3 FOR CENTERLINE ESTABLISHMENT AND INDEX SHEET. P.L.S. NO. 5750 DATUM STATEMENT THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM (CCS83), ZONE 5, NORTH AMERICAN DATUM 1983 (NAD83) BASED LOCALLY ON CONTINUOUSL Y OPERATING REFERENCE STATIONS (COBS) "LORS" AND "EWPP" AS BEING (BASIS OF BEARINGS.- S 81-29 26" E). ALL BEARINGS SHOWN HEREON ARE GRID BEARINGS. COORDINATES SHOWN ARE BASED ON NAD83, CCS83, ZONE 5, 2010.0 EPOCH, AS FURNISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) AND PUBLISHED WITH THE NATIONAL GEODETIC SURVEY (NGS). ALL DISTANCES SHOWN ARE GROUND DISTANCES, UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES, MUL TIPL Y GROUND DISTANCES BY A COMBINATION FACTOR OF 0.999959149 DERIVED LOCALLY AT A [ WITH A NORTH AMERICAN VERTICAL DATUM OF 1988 (NAV988) GPS DERIVED ELEVATION OF 896.42: THE MAPPING ANGLE AT FOUND [1 IS 0'14'30.27858 v CSRC CORS STATION "LORS" NORTH LATITUDE = 34 07'59.96538" WEST LONGITUDE = 117.45'14.60394" CALIFORNIA STATE PLANE COORDINATE SYSTEM (SPCS), ZONE 5, NORTH AMERICAN DATUM 1983, (2010.0 EPOCH) NORTHING = 1, 870, 992.272 U.S. SURVEY FEET LASTING = 6, 636, 093.632 U.S. SURVEY FEET CSRC CORS STATION "EWPP" NORTH LATITUDE = 34.06'15.10155" WEST LONGITUDE = 117'31 '32.05852" CALIFORNIA STATE PLANE COORDINATE SYSTEM (SPCS), ZONE 5, NORTH AMERICAN DATUM 1983, (2010.0 EPOCH) NORTHING = 1, 860, 639.628 U.S. SURVEY FEET LASTING = 6,705,286.975 U.S. SURVEY FEET N " (BASIS _ 81.29 �26 IN OF BEARINGS e \ _ _ _ _ —6_996_ 6.3 ' (69963.5 3' GRID) e _ ?0, e e e i .e Ip1 e e i • y'o ^� ee ee � ee GPS TIES & BASIS OF BEARINGS.• N. T.S. N: 1,840,215.628 N 89.50'22" W E: 6,690,138.524 (2497.53' GRID) ELEV: 869.42' NAVD88 2497.63' �F ✓URUPA STREET N: 1,840,215.628 E: 6,690,138.524 San Bernardino County Recorder's Certificate This map has been filed under Document Number DG�S' d►432�'11 this N't"' day of _ 20 2S , at a. -M P m, in Book 12ky of b or Scala% at Page '24'13 at the request of McAow c.%d Q•u in the amount of $ :1-S•60 Josie Gonzales Assessor —Recorder San Bernardino CowAtV bY: ( Deputy Recorder RECORD <Df= SURVEY 24-00115 SHEET 2 OF 8 SHEETS IN THE CITY OF ONTAR/O, COUNTY OF SCAN BERNARD/NO, STATE OF CAL/FORNZA BEING A SURVEY OF PARCEL MAP NO. 10112, AS PER MAP RECORDED IN BOOK 138, PAGES 88 THROUGH 106. INCLUSIVE OF PARCEL MAPS, TOGETHER WITH PARCEL MAP NO. 131411 AS PER MAP RECORDED IN BOOK 151, PAGES 66 THROUGH 69, INCLUSIVE OF PARCEL MAPS, TOGETHER WITH PARCEL MAP NO. 14732, AS PER MAP RECORDED IN BOOK 180, PAGES 50 AND 51 OF PARCEL MAPS IN THE COUNTY OF THE COUNTY RECORDER OF SAID COUNTY. THIEVES ENGINEERING, INC. BR14N L. THIENES P.L.S. NO. 5750 APRIL, 2024 MONUMENT & ESTABLISHMENT NOTES. FOUND SPIKE AND WASHER, STAMPED "ONTARIO SURVEY MONUMENT" FLUSH, CR 294151; 37 NORTHEAST CORNER OF PARCEL 28 OF R 1; FOUND LEAD AND TACK, TAGGED IS 5348 ", ACCEPTED AS BEING THE CENTERLINE INTERSECTION OF ✓URUPA STREET AND HAVEN FLUSH, PER CR179/094; ACCEPTED AS A POINT IN THE EASTERLY PROLONGATION OF THE AVENUE. NORTHERLY LINE OF PARCEL 28 OF R 1. FOUND SPIKE AND WASHER, STAMPED "ONTARIO SURVEY MONUMENT", FLUSH, CR 2941055, ACCEPTED AS BEING THE CENTERLINE INTERSECTION OF ✓URUPA STREET AND COMMERCE PARKWAY. FOUND 2 112" BRASS DISK, STAMPED IS 5411 IN SURVEY WELL MONUMENT, DOWN 0.7; CR 3451082, ACCEPTED AS BEING THE CENTERLINE INTERSECTION OF JURUPA STREET AND DUPONT AVENUE. 41 FOUND SPIKE AND WASHER, STAMPED 'ONTARIO SURVEY MONUMENT", FLUSH, CR 294/054; ACCEPTED AS BEING THE CENTERLINE INTERSECTION OF JURUPA STREET AND CARNEGIE AVENUE. (✓ f FOUND WELL MONUMENT BURIED UNDER HEDGE, DOWN 1.0, PER CITY OF ONTARIO TIE CT 3304, ACCEPTED AS BEING THE INTERSECTION OF CENTERLINE OF HAVEN AVENUE AND THE WESTERLY PROLONGATION OF THE NORTHERLY LINE (SOUTH MOST) OF PARCEL 2 OF R4. FOUND 1 " IRON PIPE ON-LINE, TAGGED IS 41890, DOWN 0. 6 , PER RECORDED 3-06-1991 AS INSTRUMENT NO. 91-077510 OF OFFICIAL RECORDS; ACCEPTED AS A POINT IN THE EASTERLY PROLONGATION OF THE NORTHERLY LINE OF SAID PARCEL 3. FOUND 1 " IRON PIPE, TAGGED IS 4189', DOWN 1. 0 , PER R4; ACCEPTED AS THE NORTHWEST CORNER OF PARCEL 2 OF R4. 8� S.F.N.; THE INTERSECTION OF THE CENTERLINE OF HAVEN AVENUE AND THE WESTERLY PROLONGATION OF THE NORTHERLY LINE OF R4, ESTABLISHED BY INTERSECTION. S. F. N.; THE WEST 114 CORNER OF SECTION 25, T.1 S., R. 7W., S. B. M.; ESTABLISHED HOLDING RECORD DISTANCE OF 406.27' ALONG THE N RTHERLY PROLONGATION OF THE CENTERLINE HAVEN AVENUE FROM ESTABLISHED POINT 8�. 10 FOUND 1 " IRON PIPE, EMPTY, DOWN 0. 6', ACCEPTED AS 1 " IRON PIPE TAGGED "R. C. E. 21062" PER CITY OF ONTARIO TIE CT 3279; ACCEPTED AS BEING THE CENTERLINE INTERSECTION OF LA SALLE STREET AND HAVEN AVENUE. 11 FOUND MANHOLE WITH SLASH MARKS AND FITS TIES, PER CITY OF ONTARIO CT 3144; ACCEPTED AS BEING A BC IN THE CENTERLINE CARNEGIE AVENUE. 12 FOUND 4 ® 3.00' TANGENT OVER SPIKE AND WASHER TIES, STAMPED "LS 5348", FLUSH, PER R3; ACCEPTED AS THE CENTERLINE LA SALLE STREET AND CARNEGIE AVENUE. 13 NORTHEAST CORNER OF PARCEL 2 OF R3; FOUND LEAD AND TACK, TAGGED IS 5348 ", FLUSH, PER R3; ACCEPTED AS A POINT IN THE NORTHERLY PROLONGATION OF THE EASTERLY LINE OF PARCEL 2 OF R3. 14 SOUTHEAST CORNER OF PARCEL 4 OF RJ, FOUND LEAD AND TACK, TAGGED IS 4189, FLUSH, PER R1; ACCEPTED AS A POINT IN THE SOUTHERLY PROLONGATION OF THE EASTERL Y LINE OF PARCEL 4 OF R3. 15 FOUND 1 " IRON PIPE, TAGGED IS 4189 ", FLUSH, PER R1; NORTHEAST CORNER OF PARCEL 4 OF R3; ACCEPTED AS A POINT IN THE NORTHERLY PROLONGATION OF THE EASTERLY LINE OF PARCEL 4 OF R3. 16 BC IN THE SOUTHERL Y LINE OF PARCEL 4 OF R3; FOUND LEAD AND TACK, TAGGED IS 4189" FLUSH, PER R 1; ACCEPTED AS AN OFFSET MONUMENT FROM THE SOUTHERLY LINE OF PARCEL 4 OF R3. 17 NORTHWEST CORNER OF PARCEL 3 OF R3; FOUND LEAD AND TACK, TAGGED IS 4189, FLUSH, PER R1; ACCEPTED AS A POINT IN THE WESTERLY PROLONGATION OF THE NORTHERLY LINE OF PARCEL 3 OF R3. 18 NORTHWEST CORNER OF PARCEL 4 OF RJ, FOUND LEAD AND TACK TAGGED IS 4189", FLUSH, PER R 1; ACCEPTED AS A POINT IN THE WESTERLY PROLONGATION OF THE NORTHERLY LINE OF PARCEL 4 OF R3. 19 FOUND IN IRON PIPE, TAGGED IS 41890, FLUSH, PER R 1; ACCEPTED AS THE CENTERLINE CARNEGIE AVENUE AND SANTA ANA STREET. 20 BC IN THE CENTERLINE COMMERCE PARKWAY ESTABLISHED BY CITY OF ONTARIO TIE CT 3149; FOUND I" IRON PIPE, TAGGED IS 4189", BENT AND DAMAGED, PER R 1; 21 FOUND 2 1/2" BRASS DISK, STAMPED 'IS 3246 ; IN SURVEY WELL MONUMENT, DOWN 0.7, R2, ACCEPTED AS BEING THE CENTERLINE INTERSECTION OF ✓URUPA STREET AND DUPONT AVENUE. 22 FOUND 2 112" BRASS DISK STAMPED IS 3246", IN SURVEY WELL MONUMENT, DOWN 0.7' PER CITY OF ONTARIO TIE CT 2872, ACCEPTED AS BC IN THE CENTERLINE DOUBLEDAY AVENUE. 23 S.FN.; EC IN THE CENTERLINE DOUBLEDAY AVENUE; ESTABLISHED PER CITY OF ONTARIO TIE CT 2858. 24 FOUND 2 1/2 " BRASS DISK, STAMPED IS 3246 ", IN SURVEY WELL MONUMENT, DOWN 0. 9 ; PER R2, ACCEPTED AS THE CENTERLINE DOUBLEDAY AVENUE AND AIRPORT DRIVE. 25 FOUND 2 112 " BRASS DISK, STAMPED IS 3246 ", IN SURVEY WELL MONUMENT, DOWN 0. 8' PER RZ ACCEPTED AS THE CENTERLINE DOUBLEDAY AVENUE AND SANTA ANA STREET. 26 FOUND 1 " IRON PIPE, TAGGED IS 4189", FLUSH, PER R 1; ACCEPTED AS THE CENTERLINE COMMERCE PARKWAY AND SANTA ANA STREET. 27 FOUND SPIKE AND WASHER, STAMPED "ONTARIO SURVEY MONUMENT" FLUSH, PER CR 2941052, ACCEPTED AS BEING THE CENTERLINE INTERSECTION OF HAVEN AVENUE AND AIRPORT DRIVE. 28 FOUND CUT SPIKE IN WELL MONUMENT, DOWN 2. 6' PER R 1; ACCEPTED AS BEING THE INTERSECTION OF CENTERLINE OF HAVEN AVENUE AND THE WESTERLY PROLONGATION OF THE SOUTHERLY LINE (NORTH MOST) OF PARCEL 2 OF RI. 29 FOUND 1" IRON PIPE, DAMAGED, DOWN 0.3; PER CITY OF ONTARIO TIE CT 3148; ACCEPTED AS BEING A BC IN THE CENTERLINE AIRPORT DRIVE. 30 FOUND 1 " IRON PIPE, DAMAGED, DOWN 0.3' PER CITY OF ONTARIO TIE CT 3142; THE CENTERLINE INTERSECTION OF AIRPORT DRIVE, COMMERCE PARKWAY AND CARNEGIE AVENUE,• ESTABLISHED BY CITY OF ONTARIO TIES CT 3142. 31 SOUTHWEST CORNER OF SAID PARCEL 3 ESTABLISHED HOLDING RECORD DISTANCE OF 0. 11' FROM FOUND 2" IRON PIPE IN CONC., TAGGED "LA CITY ENG. ", DOWN 1.0, PER R5; ACCEPTED AS POINT IN THE WESTERLY PROLONGATION OF THE WESTERLY MOST SOUTHERLY LINE OF PARCEL 3 OF R 1. 32 FOUND 1" IRON PIPE, TAGGED IS 4189" DOWN 1. 0 , PER R 1; ACCEPTED AS ANGLE POINT IN THE WESTERL Y LINE OF PARCEL 2 OF R 1. 33 FOUND LEAD AND TACK, TAGGED IS 4189" FLUSH, PER R 1; ACCEPTED AS OFFSET POINT IN THE SOUTHERLY LINE OF AIRPORT DRIVE PER R 1. 34 NORTHEAST CORNER OF PARCEL 3 OF R 1; FOUND LEAD AND TACK, TAGGED IS 4189,' FLUSH, PER R1; ACCEPTED AS A POINT IN THE EASTERLY PROLONGATION OF THE NORTHERLY LINE OF PARCEL 3 OF R 1. 35 NORTHEAST CORNER OF PARCEL 4 OF R 1; FOUND LEAD AND TACK, TAGGED IS 4189", FLUSH, PER R1; ACCEPTED AS A POINT IN THE EASTERLY PROLONGATION OF THE NORTHERL Y LINE OF PARCEL 4 OF R 1. 36 NORTHWEST CORNER OF PARCEL 26 OF R 1; FOUND LEAD AND TACK, TAGGED IS 5348 ", FLUSH, PER CR 179/094; ACCEPTED AS A POINT IN THE WESTERLY PROLONGATION OF THE NORTHERLY LINE OF PARCEL 26 OF R 1. 38 NORTHEAST CORNER OF PARCEL 27 OF R 1; FOUND LEAD AND TACK, TAGGED IS 4189', FLUSH, PER R1; ACCEPTED AS A POINT IN THE EASTERLY PROLONGATION OF THE NORTHERLY LINE OF PARCEL 27 OF RI. 39 NORTHWEST CORNER OF PARCEL 27 OF RI; FOUND LEAD AND TACK, TAGGED IS 4189-, FLUSH, PER RI; ACCEPTED AS A POINT IN THE WESTERLY PROLONGATION OF THE NORTHERLY LINE OF PARCEL 27 OF R 1. 40 NORTHEAST CORNER OF PARCEL 28 OF R 1; FOUND LEAD AND TACK, TAGGED IS 4189", FLUSH, PER RI; ACCEPTED AS A POINT IN THE EASTERLY PROLONGATION OF THE NORTHERLY LINE OF PARCEL 28 OF R 1. 41 NORTHWEST CORNER OF PARCEL 28 OF R 1; FOUND LEAD AND TACK, TAGGED IS 4189-, FLUSH, PER R1; ACCEPTED AS A POINT IN THE WESTERLY PROLONGATION OF THE NORTHERLY LINE OF PARCEL 28 OF R 1. 42 NORTHEAST CORNER OF PARCEL 37 OF R 1; FOUND LEAD AND TACK, TAGGED IS 4189-, FLUSH, PER R 1; ACCEPTED AS A POINT IN THE EASTERLY PROLONGATION OF THE NORTHERLY LINE OF PARCEL 37 OF R 1. 43 NORTHEAST CORNER OF PARCEL 35 OF R 1; FOUND LEAD AND TACK, TAGGED IS 4189- FLUSH, PER R 1, ACCEPTED AS POINT IN THE EASTERLY PROLONGATION OF THE NORTHERLY LINE OF PARCEL 35 OF R 1. 44 NORTHEAST CORNER OF PARCEL 36 OF RI, ESTABLISHED BETWEEN 42 - 43 PER R1. 45 S.F.N.; NORTHWEST CORNER OF PARCEL 36 OF RI; FOUND LEAD AND TACK, TAGGED IS 4189" FLUSH, PER RI, ACCEPTED AS POINT IN THE WESTERLY PROLONGATION OF THE NORTHERLY LINE OF PARCEL 35 OF R 1. 46 NORTHWEST CORNER OF PARCEL 37 OF R 1; FOUND LEAD AND TACK, TAGGED "LS 4189", FLUSH, PER R1; ACCEPTED AS A POINT IN THE WESTERLY PROLONGATION OF THE NORTHERLY LINE OF PARCEL 37 OF R 1. 47 NORTHEAST CORNER OF PARCEL 39 OF R 1; FOUND LEAD AND TACK, TAGGED "LS 4189", FLUSH, PER R1; ACCEPTED AS A POINT IN THE EASTERLY PROLONGATION OF THE NORTHERLY LINE OF PARCEL 39 OF RI. 48 NORTHWEST CORNER OF PARCEL 39 OF RI; FOUND LEAD AND TACK, TAGGED "LS 4189, FLUSH, PER RI; ACCEPTED AS A POINT IN THE WESTERLY PROLONGATION OF THE NORTHERLY LINE OF PARCEL 39 OF R 1. 49 NORTHWEST CORNER OF PARCEL 40 OF R 1; FOUND LEAD AND TACK, TAGGED IS 4189, FLUSH, PER R 1; ACCEPTED AS A POINT IN THE WESTERLY PROLONGATION OF THE NORTHERLY LINE OF PARCEL 40 OF R 1. 50 NORTHEAST CORNER OF PARCEL 40 OF RI; FOUND LEAD AND TACK, TAGGED IS 4189", FLUSH, PER R 1; ACCEPTED AS A POINT IN THE EASTERLY PROLONGATION OF THE NORTHERLY LINE OF PARCEL 40 OF R 1. 51 NORTHEAST CORNER OF PARCEL 41 OF RI; FOUND LEAD AND TACK TAGGED "LS 4189- FLUSH, PER RI; ACCEPTED AS A POINT IN THE NORTHEASTERLY PROLONGATION OF THE NORTHERLY LINE OF PARCEL 41 OF R 1. 52 NORTHWEST CORNER OF PARCEL 41 OF RI; FOUND LEAD AND TACK, TAGGED "LS 4189" FLUSH, PER R1; ACCEPTED AS A POINT IN THE SOUTHWESTERLY PROLONGATION OF THE NORTHERLY LINE OF PARCEL 41 OF RI. 53 NORTHERLY MOST CORNER OF PARCEL 42 OF R 1; FOUND LEAD AND TACK, TAGGED "LS 4189 ; FLUSH, PER RI; ACCEPTED AS A POINT IN THE NORTHEASTERLY PROLONGATION OF THE NORTHWESTERLY LINE OF PARCEL 42 OF RI. 54 NORTHWEST CORNER OF PARCEL 42 OF RI; FOUND LEAD AND TACK, TAGGED IS 4189", FLUSH, PER R 1; ACCEPTED AS A POINT IN THE WESTERLY PROLONGATION OF THE NORTHERLY LINE OF PARCEL 42 OF R 1. 55 SOUTHWEST CORNER OF PARCEL 43 OF R 1; FOUND LEAD AND TACK, TAGGED "LS 4189", FLUSH, PER R1; ACCEPTED AS A POINT IN THE SOUTHERLY PROLONGATION OF THE WESTERLY LINE OF PARCEL 43 OF R1. 56 NORTHERLY MOST CORNER OF PARCEL 43 OF R 1; FOUND LEAD AND TACK, TAGGED "LS 4189", FLUSH, PER R 1; ACCEPTED AS A POINT IN THE NORTHEASTERLY PROLONGATION OF THE NORTHWESTERLY LINE OF PARCEL 43 OF R 1. 57 NORTHERLY MOST CORNER OF PARCEL 44 OF R 1; FOUND LEAD AND TACK, TAGGED IS 4189", FLUSH, PER R 1; ACCEPTED AS A POINT IN THE NORTHEASTERLY PROLONGATION OF THE NORTHWESTERLY LINE OF PARCEL 44 OF R 1. 58 SOUTHWEST CORNER OF PARCEL 44 OF R 1; FOUND LEAD AND TACK, TAGGED "LS 4189" FLUSH, PER RI; ACCEPTED AS A POINT IN THE SOUTHWESTERLY PROLONGATION OF THE WESTERL Y LINE OF PARCEL 44 OF R 1. 59 FOUND LEAD AND TACK, TAGGED IS 4189", FLUSH, PER RI; ACCEPTED AS AN OFFSET POINT PER R I. 60 FOUND LEAD AND TACK, TAGGED IS 15348 ", FLUSH PER CR 179/094; ACCEPTED AS AN OFFSET POINT PER R 1. 61 FOUND LEAD AND TACK, TAGGED IS "3246 ", FLUSH, PER R 1; ACCEPTED AS AN OFFSET POINT PER R1. 62 FOUND LEAD AND TACK, TAGGED IS 15348 ", FLUSH, PER CR 179/095; ACCEPTED AS AN OFFSET POINT PER R 1. 63 FOUND LEAD AND TACK, TAGGED IS 15348", FLUSH, IN LIEU OF LEAD AND TACK, TAGGED "LS "4189", PER R4; ACCEPTED AS AN OFFSET POINT PER R4. 64 FOUND I" IRON PIPE, TAGGED IS 5348 ; DOWN 1. 0' PER CR 18 V 107; ACCEPTED AS AN ANGLE POINT IN THE WESTERLY LINE OF PARCEL 2 OF R4. 65 FOUND 1" IRON PIPE, TAGGED IS 5348; DOWN 0.2'. PER CR 179/093; ACCEPTED AS THE NORTHWEST CORNER OF PARCEL 4 OF R 1. 66 NORTHEASTERLY CORNER OF SAID PARCEL ESTABLISHED HOLDING RECORD DISTANCE OF 0.27' WESTERLY FROM n ALONG THE EASTERLY PROLONGATION OF THE NORTHERLY LINE OF SAID PARCEL 3 PER``�R'4. 67 S.F.-N.; ANGLE POINT IN T WE T RL Y LINE OF PARCEL 3 OF R 1; ESTABLISH BY HOLDING PARALLEL WITH 17 - 66 AND RECORD DISTANCE OF 900.00' FROM I 31 I . 68 FOUND I" IRON PIPE, TAGGED IS 4189" DOWN 1. 0 , PER R 1; ACCEPTED AS THE NORTHWESTERLY CORNER OF PARCEL 3 OF R 1. 69 FOUND I- IRON PIPE, TAGGED IS 4189; DOWN 0.2, PER R1; ACCEPTED AS A POINT ON A TANGENT LINE IN THE CENTERLINE CARNEGIE AVENUE. 70 FOUND I- IRON PIPE, TAGGED IS "3246 ", FLUSH, PER R2; BEING SOUTH 0'09100" WEST 0.16' FROM BC IN THE WESTERLY LINE OF R2. NOTE SEE SHEET 3 FOR CENTERLINE ESTABLISHMENT AND INDEX SHEET, LEGEND & MAP REFERENCES. RLFC(DRL30 (Dic= SURVEY 24-00115 SHEET 3 4F 8 SHEETS IN THE C/TY OF ONTARIO, COUNTY OF SA BERM RD/NO, STATE OF CAL/FORNM BEING A SURVEY OF PARCEL MAP NO. 10112, AS PER MAP RECORDED IN BOOK 138, PAGES 88 THROUGH 106, INCLUSIVE OF PARCEL MAPS, TOGETHER WITH PARCEL MAP NO. 13141, AS PER MAP RECORDED IN BOOK 151, PAGES 66 THROUGH 69, INCLUSIVE OF PARCEL MAPS, TOGETHER WITH PARCEL MAP NO. 14732, AS PER MAP RECORDED IN BOOK 180, PAGES 50 AND 51 OF PARCEL MAPS IN THE COUNTY OF THE COUNTY RECORDER OF SAID COUNTY. 0 150 300 600 900 SCALE:1 "=300' Z Z �a I 00 CV THIENES ENGINEERING, INC. AIRPORT 29 N 88'04'40" E 947.55' O - - - 4-4744'26,, T R,1S�o0, l N 89'53' 16" E 161.60' N R M m Lo z SEE SHEET 4 LLA N0. 122-008 PARCEL "A" DOC. NO. 2024-00228159 O.R. REC. 01-31-2024 N 89'45'32' E 900.00' W 1 /4 COR, SEC. 25 T.1 S., R.7W., S.B.M. (� D O G o� n � 1 N O I b Lo N z bb � N 8945'32" E 1074.08' - N 89'45'32" E 900.00' N 45!08' 11 " E 153.72' 0=44'58'59" R=500.00' L=392.55' PARCEL "B" SEE SHEET 5 LLA NO. 22-010 PARCEL "A" DOC. NO. 2024-0023412, O.R. REC. 01-31-2024 17s521'12' E LA SALLE STREET Wry O O O N M I N wQ CD O� OU Z _j N �— oO N p W I Z �= 0 -- N 89'50'44" WWW� 1805.75' - � pQ 60 �00 1803.20' N 89*50*22" W 2497.63' Jl)RUPA LEGEND.• ( ) - RECORD DATA • - INDICATES FOUND MONUMENT AS NOTED. 0 - INDICATES SET 1 " IRON PIPE TAGGED, I S. 5 750", FL USH. L - INDICATES SET LEAD & TACK TAGGED, RP I.S. 5750 ", FLUSH. BRAN L. THIEVES P.L.S. NO. 5750 APRIL, 2024 O�of N 89'51'08" W Rr233.21 N 45'08'11' E 79.44' a 4 OJr. � o 0 �& \\`i`00 / LJ 0�,�` � � $ Q ° O to N .� oQ�o w N Q I e j- O N W 04 Z � 00 Z . Q J UW O w Q� SEE SANTA SEE ; O � w Lo O N .— O O �� O I N —� O r j I Z W Q I p0 Q N J U W Z� N W 12 0 W b z 20 .� 0 O N � = ao N L LJ CVN I 2 Z Q © O W I C) w � N b SHEET 8 S4ANA 7 STRLOET1 S H 00 w Zo i of = 694.43' IEET 7 0 Ir- d- O po O N N I N O I � O I p0 Z U O Z O go =w m pR�vE MAP c&' OTHER REFERENCES: MAP REFERENCES. R 1 PARCEL MAP NO. 10112 P.M.B. 138/88-106 R2 PARCEL MAP NO. 8776 P. M. B. 101/77-89 R3 PARCEL MAP NO. 14732 P.M. B. 180/50-51 R4 PARCEL MAP NO. 13141 P.M.B. 151/66-69 R5 CS 7130 LLA REFERENCES. D 1 LLA 22-008 DOC. / 2024-0022815, O.R. REC. 01/3112024 D2 LLA 22-009 DOC. j 2024-0022816, O.R. REC. 01/3112024 D3 LLA 22-010 DOC. / 2024-0023412, O.R. REC. 01/3112024 D4 LLA 22-011 DOC. j 2024-0023373, O.R. REC. 01/3112024 D5 LLA 22-012 DOC. / 2024-0023037, O.R. REC. 01/3112024 D6 LLA 22-013 DOC. # 2024-0023065, O.R. REC. 01/3112024 D7 LLA 22-014 DOC. / 2024-0023047, O.R. REC. 01/3112024 D8 LLA 22-015 DOC. .f 2024-0023411, O.R. REC. 01/3112024 D9 LLA 22-016 DOC. / 2024-0023413, O.R. REC. 01/3112024 v� sao� Sec SEE SHEET 8 LLA NO. 22-016 PARCEL "A" 0. 2024-00234139 O.R. U. 01-31-2024 N 89'50'52" W 1582.49' STREET W J Z W -� 21 NOTE SEE SHEET 2 FOR MONUMENT AND ESTABLISHMENT NOTES. oo SHEET 4 OF 8 SHEETS RLE C%Df ?Af D <Df= SU19VEY 24-00115 /N THE C/TY OF ONTAR/O, COUNTY OF SAN BER/WRD/NO, STATE OF C.AL/FORN/A BEING A SURREY OF PARCEL MAP NO. 10112, AS PER MAP RECORDED /N BOOK 138, PAGES 88 THROUGH 106, INCLUSIVE OF PARCEL MAPS, TOGETHER W/TH PARCEL MAP NO. 13f41, AS PER MAP RECORDED /N BOOK 151, PAGES 66 THROUGH 69, INCLUSIVE OF PARCEL MAPS, TOGETHER WITH PARCEL MAP NO. 14732, AS PER MAP RECORDED /N BOOK 180, PAGES 50 AND 51 OF PARCEL MAPS /N THE COUNTY OF THE COUNTY RECORDER OF SAID COUNTY. 0 75 150 300 450 SCALE:1 "=150' J W Q W T ^ N to le fs i� N co Co N N THIENES ENGINEERING, INC. BRIAN L. THIENES APRIL, 2024 AIRPORT (N 88'29'22" E 947.23' R1) - N 88'04'40" E 947.55' 118.87 i C4 (N 88'29'22" E 463.84' R1&D1) '� C5 N 88'04'40" E 463.86' °O _(�_) N 8'21'50" E i �,36 iRgD W) 95' 29 SEE DETAIL "4 C2 VARIES L1 C1 80.60'(80.56' R1&D1) w � I^ o �r N d N n co tV z N o 68 co co3 W N 0 .c Mb Cl b Lq 31 W 1 /4 COR, SEC. 25 TAS., R.7W., S.B.M. (174.05' R1 &R4) 33 zy 33 m c �8 L9 L10 L7 A=4 50'46" L=122.48' (A=4 51'00" L=122.57' D1 N 89'46'45" E _ 12.15' (12.15' N 89'48'21" W D1) LLA NO. 22-008 PARCEL "A" P.L.S. NO. 5750 29 29 ;C49, N 88'04'40" E C5 463.86'_ N 8'21'50" E (PRCj - I DETAIL �4 �' d=32•2532" 4�4j04�4` R, 25 23 R,1448 00, `00 26. 15 _(d 0 s2(27E �33? 1�� �� 7"4P��4 !%O�: C,4.23-t8'uj R` w Dv 01 N 30'30'03" E_ _ r. o _ _ M Z b (PCC) C6 a N 43'03'49" E _ �---(PRC)--- C7 J - N 3429'29" EJ' (PRC) c8 N 4T0_4'15" E (RAD) R=1439.00' N 70'49'2,V E (RAD) R=34.00' C9 N 45'34'00" E N 45'08' 11 " E 60.9861.14' R1&D1 O, 4)• �. ioc coo. Opp o p p0 7� h o cy ib II .� DOC. NO. 2024-0022815, O.R. REC. 01-31-2024 -- N 89'45'32" E 900.00' (N 89'49'34" E 900.00' R1 &D1) aZZ �o 0 CURVE TABLE (THIS SHEET ONLY) CURVE # DELTA RADIUS LENGTH C1 10'51'56" 287.00' 54.43' (R1&D1) C2 10*51'56" 313.00' 59.36' (R1&D1) C3 87'53' 11 " 27.00' 41.42' 87 53'04" 27.00' 41.41' (R1 &D1) C4 10'17'10" 275.00' 49.37' (R1&D1) C5 10' 17' 10" 285.00' 51.16' (R 1 &D 1) C6 1733'45" 270.00' 59.20' 12'33'25" 270.00' 59.20' (R1&D1) C7 834'19" 280.00' 41.89' (R1&D1) C8 934'46" 1439.00' 215.48' (R1) 8'34'46" 1439.00' 215.47' (D1) C9 64'18'47" 34.00 38.16' 64'19'46" 34.00' 38.17' (R1) 64' 19'54" 34.00' 38.18' (D1) N 89'45'32" E 1074.08' (N 89'49'34" W 1074.05' R1) 900.00' (R1,R4&D3) i� N O SEE SHEET NOTE _o �3 ^ Lo w " N N Uj 0 b 0 g SEE SHEET 2 FOR MONUMENT AND ESTABLISHMENT NOTES. SEE SHEET 3 FOR CENTERLINE ESTABLISHMENT AND INDEX SHEET, LEGEND & MAP REFERENCES. 67 P PARCEL "B" LINE TABLE (THIS SHEET ONLY) LINE # BEARING LENGTH L1 N 11*03'26" E 17.21' N 11'28'14" E 17.21' (R1&D1) L2 N 0' 11'30" E 104.00' N 0*36'18" E 104.00' (Rt&D1) L3 S 89'48'30" E 95.00' L4 N 1'55'20" W 60.00' L5 N 1'55'20" W 52.00' L6 N 1'55'20" W 8.00' N 1'30'38" W 8.00' (R1&D1) L7 N 83'33'50 E t 14.35' N 8358'32" E 114.35' (R1) N 8358'32" E 114.36' (D1) L8 S 1'55'20" E 1.57' N 1'30'38" E 4.58' (R1) L9 S 1.55'20" E 4.59' E 4.58' (R1) L10 N 88'04'40" E 150.82' N 88'29'22" E 150.52' (R1&D1) L11 S 89'48'41" W 0.58' N 8T26'00" W 0.58' (R1) L12 F�894 9'39" W 0.60'6'00" W 0.58' (R1) N 8750'48" W 700,47' (N 89'25'43" W 700.27' D1&D3) ^o G1Lo Qcppp' 59 tl� N 89'51'10" W 0.58' 66' 33' 33' ^ E � o C, o W v p O M Lo b Lo N w po " Q) - co cn O r b z 1 33' N J Lo 04 I too. 9 C� SANTA ANA STRLSLcT L H W W I N W W N SHEET 5 OF 8 SHEETS Z T RECORD C30F= SURVEY 24-001h5 IN THE CITY OF ONTARIO, COUNTY OF SAN BERNARD/NO, STATE OF CALIFORN14 BEING A SURVEY OF PARCEL MAP NO. 10112, AS PER MAP RECORDED IN BOOK 138, PAGES 88 THROUGH 106, INCLUSIVE OF PARCEL MAPS, TOGETHER WITH PARCEL MAP NO. 13141, AS PER MAP RECORDED IN BOOK 151, PAGES 66 THROUGH 69, INCLUSIVE OF PARCEL MAPS, TOGETHER WITH PARCEL MAP NO. 14732, AS PER MAP RECORDED IN BOOK 180, PAGES 50 AND 51 OF PARCEL MAPS IN THE COUNTY OF THE COUNTY RECORDER OF SAID COUNTY. 0 75 150 300 450 SCALE:1 "=150' -1------ 174.08' / 174.05' R1&R4)' I M 0 oDo a^ o� Sri CD cp W �p Lo co ob bZ w � a �W a 1-4 M 0= N- Lo zco ---Z THIENES ENGINEERING, INC. BRAN L. THIENES P.L.S. NO. 5750 APRIL, 2024 �IW 3 SEE SHEET 4 - - s �g o N 89.45'32" E 1074.08' (N 8T49'34" W 1074.05' R1) 900.00' (N 89.49'34" W 900.00' R1,R4&D3) I �y107.51' (107.42' R4&D3) W W a M M � J �- �D z z N v M E N 89-50'44" W 389.46' N 89.26'00" W 1 c�J 389.45' R304 J sg SEE DETAIL "B it o � Ki I Wi N h bJ OL M r �_ �Q N �, .- C-4 N ( g $ C3 W U N N CD Z Q N m �2 m '-' a- l -1O 1 CV O � N O � O r� N I (N o W O Q zK Is L13 o M � � o C; N ul N 1'_27'2_1 E N 4•_39'2_2" E G� (P�) \n� L4 RAD C5 ` N 89'50'22" W 300.01' �`9 (N 8T25'32" W 300.00' R1,R3&D4) allRUPA LLA NO. 22-010 PARCEL "A" iD 0 DOC. NO. 2024-0023412, O.R. REC. 01-31-2024 L12 L11 , `P N 89.50'44" w - 389.46' i L3 (RAD) WE M DETAIL "B" b SCALE: 1" = 50' zl (N 89.25'43" W 700.27' D1 &D3) N 89.50'48" W 700.47' LA SALLE STREET N 89.50'44" W 1641.89' (N 89.26'00" W 1641.72' R403) N 89.50'44" W 1805.75' (N 89.26'00" W 1805.58' R3 & R4) -� LINE TABLE (THIS SHEET ONLY) LINE BEARING LENGTH L1 S 902'35" W 175.23' N 0'27'37" E 175.31' (R4&D3) L2 N 0`09'16" E 12.00' (RAD) N 934'00" E 12.00' (R4&D3) L3 N 0.09" 6" ET 22.00' 1 N 934'00" E 12.00' (R3,R4&D4) L4 S 0'09'38" W 8.00' N O'34'28" E 8.00' (R1,R3&D4) CURVE TABLE (THIS SHEET ONLY) CURVE DELTA RADIUS LENGTH Cl 89*53'19" 27.00' 42.36' 89.53'37" 27.00' 42.36' (R4&D3) C2 90'00'03" 34.00' 53.41' 90'00'00" 34.00' 53.41' (R4&D3) C3 90-06'41" 27.00' 42.46' 90'06'23" 27.00' 42.46' (R3,R4&D4) C4 89.52'57" T 27.00' 42.36' 8T53'09" 27.00' 42.36' (R3) C5 4.29'45" 655.00' 51.40' (R1,R3&D4) C6 T 12'01 " 645.00' 36.03' 3'11'55' 645.00' 36.01' (R1&R3) LINE TABLE (THIS SHEET ONLY) BEARING LENGTH N 89.44'46" E 12.58' LINE L5 N 89.26'00" W 12.58' (R1) N 89'32'23" W 12.58' (R3) L6 N 89.51-51 K 12.59' N 8T26'00" W 12.58' (R1) N 89.32'23" W 12.58' (R3) L7 N 89.57'19" W 12.63' N 89.32'23" W 12.58' (R103) L8 N 0.09'38" E 4.56' N 0.34'28" E 4.58' (R1&R3) L9 N 0.09'38" E 4.64' - N 0.34'28" E 4.58' (R103) L10 N 0-09'38" E 4.67' N 0'34'00" E 4.85' (R1&R3) L11 N 89.34'20" W N 10.25'36" W N 0.08'55" E 12.60' 0.60' 0.55' L12 L13 N 0.34'00" E 0.58' (R 1) L14 N 89.51'03" W 0.59' N 89.26'00" W 0.58' (R ) 1803.32' (N 89-25'32" W 1803.13' R3 & R4) N 89.50'22" W 2497.75' N 89'25'32" W 2497.51' R1) NOTE. SEE SHEET 2 FOR MONUMENT AND ESTABLISHMENT NOTES. SEE SHEET 3 FOR CENTERLINE ESTABLISHMENT AND INDEX SHEET, LEGEND & MAP REFERENCES. 00 r*-� r- Lo Lo M N CV W W04 b b z � J oW O ZM z co Q00 YJ W U STREET f o J Lo N o 0 N 3' O N O M N W � C5 N � W Z Q- Z CID 41� 0 � o W w 0 694.43'(694.38' R1) 0 M W i � � W � Z 2 �o Z � I m W Q Q W CO j Wr, 2 N W 00 Q. 00 17 - _ 3 `* .0t N) V� i a91,60.Ot N Q 04 w N It /, 'i. Q CO d' -\ r 9'£6* O 00 $ $ ZN`l21 £6* `�'Ot .r w 6(1$ A7 t �E 4W1 WW za'z �E OS 3ROOrtiN •• C� En m N N Z i0 0000 Q�i ( z d Jdlu J _ Co 0pp0 M M N ^ M M �i �� p CV o& S 8 z i N N CN > N M M M M N S n of to : � 5Qo 1 11 � e o M uw) g $ uO LO O =pp rA O 11J0.40 �0 0 0 N C7�vl�i Lr) 0 NN ` O w JI 11 a U 0 ,Z9 ^WqZ 4� "co 0 JJ ^QN �0 ry m p O �� L o �I e G� w p J O ui \ Zi O N iiVVJJ 1�1" •(` 0 LAJ %K (� (�� ` `J� ypp �4 pip , p�1 O a � M E Q woo w �/ ,�6 ',� Qp ,� �� I, Q g $ ^, 0. Op 00���go �� o CV U N $ � o N © O w Q l°ya °,� pNN °�66��p� O o O cc 00 S W� NN O U i �9h' �66 Z� N v E, 00 '� ✓Goui Z of v" � Z ct� C.i 00 'I;Z- z V v ooZZ " O C9 �Lj4� Zcq wmQ. a � $ A �� z o 00 � $ w N Z �Z.C:)�W w 00 (R � � OR� o e� —� Z O Cl O Co O O C; Q-) Z V o O OOV4, p /M'N WW 3 3 3 3 W w W w j ` V 10 R E A to b, b, � � ^ CAI NO3 W ^ 00 b b M M ,Z5 rrQww o ���yy .hh W O O CN N J Z N Z Z Z Z OQ a O O ' �! Q 4 CV U 0) J Z J J J O J L � Z ry W s W00 pppp pppp ����OOOy� v r C�7 t� to t17 t04 0 1t7 ^ O J Z 4 .d d ,d s1 ,d CD E In zo 0 11 p `n J�r w W $ W 3 $ W W W $ bo x E App A :p E E- p R E A _ N Z O Cj Qp� O d C> M ICI `p U9 N U9 N O ul N S m En Z' � b b i0 i0 II LH N z N z H A W "oft _ NC� O g Z J CN J J o I� to d � J ZO (Z0Vt8 ,LO'909 3 ROO,ti£.0 N) ,£0'909 !> CO* 11) (60VZ(l 00'9Z9 3 R00,*£.0 N) ,00*9Z9 o ,LO-MIZ 3 „60,60.0 N N (ta ,LOTW 3 a00,�£.o N) � � A t7'�%�i X& Vd —'— (�� ,Lo'�ssZ) , t0'�ssZ (tN ,99'9KC 3 R00,K.0 N) ,Z9'9K£ 3 .60,60.0 N o � CN r� LO Ld 0 0 OO h d N Q M O (n I � iv 3 N= N o Ul) to I ao N Z I0 9010 00 w RAEC(Df ?L30 OF SU/9VEY 24-00115 /N THE C/TY OF ONTAR/O, COUNTY OF S4/V BER/WRD/NO, STATE OF G4L/FORNH BEING A SURVEY OF PARCEL MAP NO. 10112, AS PER MAP RECORDED /N BOOK 138, PAGES 88 THROUGH 706, INCLUSIVE OF PARCEL MAPS, TOGETHER W/TH PARCEL MAP NO. 13141, AS PER MAP RECORDED /N BOOK 151, PAGES 66 THROUGH 69, INCLUSIVE OF PARCEL MAPS, TOGETHER WITH PARCEL MAP NO. 14732, AS PER MAP RECORDED /N BOOK 180, PAGES 50 AND 51 OF PARCEL MAPS /N THE COUNTY OF THE COUNTY RECORDER OF SA/D COUNTY. 0 75 150 300 450 THIENES ENGINEERING, INC. BR14N L. THIENES P.L.S. NO. 5750 SCALE:1 "=150' APRIL, 2024 m o ,-) i _V W � co CV Ill NO p � I p0 W o ow W 04 z O � z J W W co W W co J Wj a a pw M ui 0) M Q j Llj = U cV b C4 N I o �- t2 O I 4 O CVp pcq CV CD N N CU w 0 ozWN� Z M O b SEE LLA NO. 22-012 PARCEL "A" DOC. NO. 2024-0023037, O.R. REC. 01-31-2024 SANTA ANA N 8T50'57" W 694.39' r. 59 (N 89'26'00" W 694.38' R_1) f 77 N 89'50'57" W 545.41' �R' 4 .�51' (545.31 6'�N_67R00�'54' E 534( ) R..31 Olp'11 pC o �4-A6 '5 co �np v N n a SHEET 8 LLA NO. 22-014 PARCEL "A" DOC. NO. 2024-0023047, O.R. REC. 01-31-2024 STREET N 89'50'57" W 634.97' (N 89'26'00" W 635.00' R1) Cz N 89'50'57" W 486.01' N_61'39119" W N 89'26'00" W 5g'S1 ( ) (486.00 R1 dcD8) p-aR,-5A U �- SEE DETAIL "C" THIS SHEET ONLY Op'p0" D= �, ��53 4) R'3 R1,R2�'�a CO Ad 0 ^ ^ � o co M �L V I W o I O i� Mz b 52' 52' o: r- o: z o: a w w ^ . _ Sri v $ :' v o LLA NO. 22-015 v M z M gb rn rn b PO Z o 0 LOT "1 " M LLA NO. 22-013 z " " . NO. 2024-0023411) O.R. to PARCEL A REC 01-31-2024 ^ z o 7,21 LO ui N r- LA SALLE' w N Co STRUT b IZ J N w i4 0 b z DOC. NO. 2024-0023065, O.R.Ja REC. 01-31-2024 06 Go N 89'50'35' W 609.41' N 89'26'00' W 609.38' R106) I 33' I J 8 49 SEE DETAIL "D" w �( �'- ^ ``' THIS SHEET ONLY _ w _ O rn O " g O �i N CCD c=b M 2 b N Sw = W r�j to,. Co I cc '10,N i, N n �p b M J 11 J O z h v CURVE TABLE (THIS DELTA 61'51'51' 61'55'39" SHEET RADIUS 34.00' 34.00' ONLY) LENGTH 36.71' 36.75' (R1,D6&[ CURVE C1 C2 61'48'22" 34.00' 36.68' 61'55'39" 34.00' 36.75' (R1) -T NOTE SEE SHEET 2 FOR MONUMENT AND ESTABLISHMENT NOTES. SEE SHEET 3 FOR CENTERLINE ESTABLISHMENT AND INDEX SHEET, LEGEND & MAP REFERENCES. elo o: 0 o 0 LO 81.03' (81.07' D2) N 7637'22" E (RAD) _ MR 47 50 51 c» v v Qa 53 SHEET 7 OF 8 SHEETS LINE TABLE (THIS SHEET ONLY) LINE # BEARING LENGTH Lt S 89'50'35" E 0.62' S 89'26'00" E 0.58' (R1) L2 S 89'50'51 S 89'26'00" E 0.58' (R1) L3 S 89'50'46" E 0.58' S 8T26'00" E 0.58' (R1) L4 S 89'50'48" ET 0.52' S 89'26'00" E 0.58' (R1) L5 S 0'09'03" N 0'34'00" E 0.58' (R1) L6 S U09'03" W 0.66' N 0'34'00" E 0.58' (R1) L7 N 8T50'51 " W 0.70' S 89'26'00" E 0.58' (R1) L8 S 89'50'51" S 89'26'00" E 0.58' (R1) L9 S O'09'03" W 0.65, N 0'34'00" E 0.58' (R1) L10 S 0'09'03" W S 80'46' 12" W 0.75' 0.79' L11 S 89'26'00" E 0.74' (R1) 112 S 89'50'46" E 4.56' S 89'26'00" E 4.58' (R1) L13 S 89'50'31 " E 4.59' S 89'26'00" E 4.58(R1) L14 S 89'50'31" E 0.58' S 89'26'00' E 0.58' (R1) L15 S 89'50'50" E 4.53' S 89'26'00" E 4.58' (R1) L16 S 89'50'32" E 4.61' S 89'26'00" E 4.58' (R1) L17 S 89'50'32" E 0.52' S 89'26'00' E 0.58' (R1) L18 S 89'S0'35" E 4.63' S 89'26'00" E 4.58' (R1) L19 N 8906" 3" E 4.66' N 80'31'00" E 4.65' (R1) L20 N 80'06' 13" E F 0.77' N 80'31'00" E 0.58' (R1) L21 S 89'50'51" E 4.55' S 89'26'00" E 4.58' (R1) L22 N 60'34'22" E 0.83' S 60'59'00' E 0.58' (R1) L23 S 3T19'42" W 1.04' N 39*44'14" E 0.58' (R1) L24 N 16'15'41" E 0.94' N 16'40'07" E 0.58' (R1) L25 N 8T51'00" W 0.80' S 89'26'00" E 0.63' (R1) N 5339'11" E (RAD)J �s 19 N 3727'15" E (RAD)_ ���, 4? N 89'50'52" W 1088.74' (N 89'26'00" W 1088.74' DB&D9) �o91'0 N 23' 44' 10" E (RAD)� ` LLA N0. 22-016 A=728'50" A=728'49"=729'09" L=117.24' L=117.24' L=117.33' PARCEL "A" D2 D9 DOC. NO. 2024-00234139 O.R. N 16'15'01" E (RAD)J/ REC. 01-31-2024 SEE SHEET 6 i SANTA ANA S774EET 1 59 L6 IWO L9 59 N 89'50'57" W L7 N 89'50'57" W ---- 545.39' �� Q 486.01' 59 59 COMMERCE " " DETAIL C PARKWA Y SCALE: 1" = 100' 15 YJ ZJ wz 61 DETAIL "D" SCALE: 1 " = 50' cq 00 SHEET 8 OF 8 SHEETS RAE7C(DRL30 OF SUR VLF Y 24-00 1A5 /N TH£ C/TY OF ONTAR/O, COUNTY OF SAN BERNARD/NO, STATE OF G4L/FORN/A BEING A SURVEY OF PARCEL MDW NO. 10112, AS PER MAP RECORDED /N BOOK 138, PAGES 88 THROUGH 106, INCLUSIVE OF PARCEL MAPS, TOGETHER W/TH PARCEL MAP NO. 13141, AS PER MAP RECORDED IN BOOK 151, PAGES 66 THROUGH 69, INCLUSIVE OF PARCEL MAPS, TOGETHER WITH PARCEL MAP NO. 14732, AS PER MAP RECORDED /N BOOK 180, PAGES 50 A/19P0/9T AND 51 OF PARCEL MAPS /N THE COUNTY OF THE COUNTY RECORDER OF SAID COUNTY. 0 50 100 200 300 VG E)R/ THIENES ENGINEERING, INC. BRAN L. THIENES P.L.S. NO. 5750 c SCALE:1 "=100' APRIL, 2024 �j NOTE.- O SEE SHEET 2 FOR MONUMENT AND ESTABLISHMENT NOTES. SEE SHEET 3 FOR CENTERLINE 69 / ESTABLISHMENT AND INDEX SHEET, LEGEND do MAP REFERENCES. J W Q H w w I 0 w W 0 LINE TABLE LINE of BEARING LENGTH Lt N 45!08'11" E 70.12' N 45'34'00" E 69.99' (R105) L2 N 3622'20" W 0.60' N 4426'00" W 0.58' (R1) L3 N 89'S0'48" W 0.55' N 89'26'00" W 0.58' (R1) L4 N 89'50'48" W 0.63' N 89'26'00" W 0.58' (R1) L5 N 89'50'48" W 0.56' N 89'26'00" W 0.58' (R1) L6 N 89'50'48" W N 89'26'00" W 0.58' (R1) L7 N 0'09'03" E 0.58' N 0'34'00" E 0.58' (R1) L8 N 89'50'51" W N 89'26'00"_W 0.66' (R1) s moo. ra r : • o \ CURVE TABLE g N p$ CURVE DELTA RADIUS LENGTH ~ w o d, Cl 6419'49" 34.00' 38.17' 6418'51" 34.00' 38.16' (R105) � - \ � \ C2 61'52'31" 34.00' 36.72' z 61'55'39" 34.00' 36.75' (R1&D5) � \ C3 61'47'42" 34.00' 36.67' 61'55'39" 34.00' 36.75' (Rl&D7) Z � Z I (N 89'26'00" W 557.70' Rl&D7) N 89'51'06" W 557.63' \\ ` N 8426'34" E (RADD)_ M O o to cm '* Lo 110 � L r t it II _j II II J C W a�i LLA NO. 22-014 PARCEL "A" DOC. NO. 2024-0023047, O.R. REC. 01-31-2024 R 3 �'� n^� p RV(1/d,©yS�341 4a90�o3" _N 61-56 46_ E (N 89'26'00" W 545.38' R1 &D5) - - - - �? ' C3 _ - (N 89'26'00" W 486.00' R107) ^S3 4 N 89'50'57" W 545.40' N 89'50'57" W 486.00' I SANTA ANA 59 �, � 59 STREET 62 N 89'50'57" W 694.39' (N 89'26'00" W 694.38' R1) - N 89'50'57" W 634.97' (N 89'26'00" W 635.00' R1) --�� LINE TABLE L9 N 0'09'03" E 0.76' N 0'34'00" E 0.58' (R1) L10 S 89'50'51 E 4.58' N 89'26'00" W 4.58' (R1) L11 S 89'50'51" E 4.60' N 89'26'00" W 4.58' (R1) L12 N 89'51'06" W 4.68' N 89'26'00" W 4.60' (R1) L13 N 89'51'00" W 0.69' N 89'26'00" W 0.58' (R1) L14 S 89'51'00" E 0.75' N 89'26'00" W 0.58' (R1) L15 N 89'51'00" W 0.75' L16 N 0'09'00" E 0.16' L17 N 0'09'03" E 0.57' N 0'34'00" E 0.58' (R1) Nb It M M oo