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rs163_011-012SHEET 1 OF 2 SHEETS IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD Oi= SURVEY BEING A SURVEY OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 1, TOWNSHIP 4 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN JUNE 2021, THIENES ENGINEERING, INC, BRIAN L. THIENES, P.L.S. NO. 5750 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 LDC INDUSTRIAL REALTY, LLC IN JULY,, 2022. BRIAN L. THIENES DATE P.L.S. No. 5750 LIC. EXP. 12/31/25 PURPOSE OF SURVEY- N� \P� LA� �Q Ty���� ct r rn o * n NO. 5750 cn THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THE BOUNDARY LINES OF PROPERTY AS DESCRIBED IN GRANT DEED RECORDED SEPTEMBER 20, 2018, AS INSTRUMENT NO. 2018-0377052 AND DOCUMENT NO. 2022-0075897 RECORDED FEBRUARY 15, 2022, BOTH OF OFFICIAL RECORDS, PURSUANT TO 8762(b)(4)&(5) OF PROFESSIONAL LAND SURVEYOR'S ACT. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF PERRY STREET BEING N 89 3732" W AS PER PARCEL MAP NO. 25101, P.M.B. 180160-68, RECORDS OF RIVERSIDE COUNTY. SURVEYOR'S NOTES: R1 PARCEL MAP NO. 25101 P.M.B. 180160-68 R2 PARCEL MAP NO. 8459 P.M.B. 3611 R3 PARCEL MAP NO. 12,275 P.M.B. 63147 R4 RIVERSIDE COUNTY SURVEY T.B. 105 PG. 109 DEPT. RECOVERY NOTES D1 PUBLIC ROAD AND DOC. NO. 2022-0075897, O.R. UTILITY EASEMENT REC. 211512022, O.R. S.F.N. SEARCHED FOUND NOTHING ( ) INDICATES RECORD DATA PER MAP REFERENCE INDICATES FOUND MONUMENT AS NOTED. O INDICATES SET I" IRON PIPE TAGGED "LS 5750", FLUSH. COUNTY SURVEYOR'S STATEMENT RECORDER'S STATEMENT: FILED THIS X DAY OF MaMh , 2024 AT b ' 54 P M. IN BOOK I ID 3 OF RECORDS OF SURVEY, AT PAGES 11-1 a AT THE REQUEST OF THE COUNTY SURVEYOR NO. _ad9LN - OD FS g 30 FEE: 1 11 -- PETER ALDANA ASSESSOR -COUNTY CLERK -RECORDER BY: - ; DEPUTY THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT, THIS a 6 DAY OF I_L4r2Gt// , 2024. DAVID L. McMILLAN, COUNTY SURVEYOR L.S. 8488 EXP.: 121JI12024 t, . LANp sG �� \- • M� l CL 4 Z *c.�NO.8488 Q 9 OF CAL\F�� MONUMENT & ESTABLISHMENT NOTES: FOUND I" IRON PIPE W/PLASTIC PLUG, DN 0.23', ILLEGIBLE; ACCEPTED AS THE SAME 1 " IRON PIPE W/PLASTIC PLUG STAMPED "LS 5844 " PER R1, BEING THE CENTERLINE INTERSECTION OF SEATON AVENUE AND PERRY STREET. 2� FOUND 1 " IRON PIPE W/PLASTIC PLUG, ON 0.12; ILLEGIBLE, IN LIEU OF 3/4" IRON PIPE TAGGED "LS 3365" PER R2 AND R3; ACCEPTED AS THE SOUTHWEST CORNER OF SECTION ONE, T. 4S., R. 4W., S.B.M. AND THE CENTERLINE INTERSECTION OF SEATON AVENUE AND MARTIN STREET. f- FOUND I" IRON PIPE W/PLASTIC PLUG, FLUSH, ILLEGIBLE; ACCEPTED AS THE SAME 1 " IRON PIPE W/PLASTIC PLUG STAMPED "LS 3018" PER R1, BEING THE SE CORNER OF THE SW 1/4 OF THE SW 1/4 OF SECTION ONE, T.4S., R.4W., S.B.M. SAID CORNER BEING THE CENTERLINE INTERSECTION OF HARVILL AVENUE AND MARTIN STREET. 4� FD 1-1/2" COPPER CLAD MONUMENT W/PUNCH, STAMPED WIVERSIDE COUNTY SURVEYOR", FLUSH, PER R4, ACCEPTED AS THE CENTERLINE BC OF HARVILL AVENUE. FOUND 1 " IRON PIPE TAGGED "LS 3365'; DN 1.2' PER R2 AND R3; USED FOR V 16 SECTION LINE ONLY; NORTHEAST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4, ESTABLISHED BY PRORATION BETWEEN 11 AND 10 PER R2 AND R3; © FOUND 1-1/2" COPPER CLAD MONUMENT W/PUNCH, STAMPED "RIVERSIDE COUNTY SURVEYOR" FLUSH, PER R4; ACCEPTED AS THE CENTERLINE INTERSECTION OF HARVILL AVENUE AND PERRY STREET. S.F.N.; SOUTHEAST CORNER OF R2, ESTABLISHED BY PRORATION BETWEEN 22] AND 3] PER R2 AND R3. S.F.N.; NORTHWEST CORNER OF R2; ESTABLISHED BY PRORATION BETWEEN 2Q AND 11 PER R2 AND R3. S.F.N.; NORTHEAST CORNER OF R3; ESTABLISHED BY PRORATION BETWEEN �3 AND [10 PER R2 AND R3. 10 NORTHEAST CORNER OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION ONE, T.4S. R.4W. SB.M.; ESTABLISHED BY INTERSECTING LINES 3]-® AND 11 -M5 . 11 ESTABLISHED FROM 01 BY HOLDING RECORD DISTANCE PER R1, ACCEPTED AS THE NW CORNER OF THE SW 1/4 OF THE SW 1/4 OF SECTION ONE, T. 4S., R.4W., S.B.M. RIV. CO. 23-075 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 2 OF 2 SHEETS 0 50 100 200 300 SCALE:1 "=100' NOTE: SEE SHEET 1 OF 2 FOR MONUMENT & ESTABLISHMENT NOTES, BASIS OF BEARINGS AND SURVEYOR'S NOTES. 36.12' (R1 11 D1 L Oz w0 z J Z O cn O LULU 3�: co M o O N C6 to cy) L0 W W � R to to `� Z W �' b Z L if 58' Q wi �L (D1) �W 0 0 ^cio 00 0 [A Cp 0 M u-j M w .- 40 Lo Lo o CV b z Z. 44' ZI 0 QCST w Wo co 0 o - a) I I RECORD OF SURVEY BEING A SURVEY OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 1, TOWNSHIP 4 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN JUNE 2021, THIENES ENGINEERING, INC, BRIAN L. THIENES, P.L.S. NO. 5750 CURVE TABLE CURVE # DELTA RADIUS LENGTH Cl 10'16'28" 889.00' 159.42' C2 11*50'46" 811.00' 167.68' LOT 14 M.B. 7/45 PERRY 673.62' (673.43' R2,R3) C1 (p1) C2 1 I i N 19'37'09" E LN 11'28'18" W 25.31' (D1) - -(RAD) RIGHT-OF-WAY PER D1 y N 89'37'32" W 1347.06' -� 1343.87' --�\ PERRY STREET 1/16 SECTION LINE L'C, 1/16 I--- SECTION ( 3.19' LINE 20.58' 1\,-��-(20.53' R1) N 89'42'49" E 1347.24' (1347.07' R 1; 1346.86' 132) HARVILL zr-_ I �, AVENUE N _ N O; 1 Lo �� .0 M N M •-- 4 � Ll DETAIL "A " N.T.S. I I I BASIS OF BEARINGS N 89'37'32" W 1347.06' 1343.87' N 89'37'32" W 283.18' (131) N 89'42'49" E - RIGHT-OF-WAY PER D1 POR. LOT 6 BLK 6 M.B. 1/6-7 STREET 1/16 SECTION LINE -10.65' (D1) 1347.24' (1347.07' R1; 1346.86' R2) GRANT DEED REC. 09/20/18 04 N DOC. NO. 2018-0377052, O.R. a) 00 4 CO tD 00 4 Lo NW 1 /4, SW 1 /4 SW 1/4 SECTION 1 T 4 S O po P.1V NO, 25101 P.M.B. 180160- 68 673.62' (673.43' R2,R3) SEE DETAIL ';I" THIS SHEET NE 1 /4, SW 1 /4 SW 1/4 R 4 W S B M S.F.N. N 89*16'33" E 1344.90' (1344.72' R2,R3) _ - 614.42' TEAFORD q 672.45' (672.36' R2,R3) LANE _ 672.45' (672.36' R2,R3) S.F.N. 77T? S.F.N. PARCEL 1 d' W� i QZ PARCEL - -MAP - NO. 8459 J PARCEL 1 I PARCEL 2 30' M CN PARCEL 2 C" PARCEL MAP I NO. 12275 S.F.N. v L ED PARCEL 3 I PARCEL 4 PARCEL 3 PARCEL 4 J I I Q w I P. M. B. 63 / 47 S.F.N. (5 I �� rn N CN 00 S.F.N. C" S.F.N. S.F.N. 7 671.32' (R2,R3) _MARTIN m_ STREET 671.33' (R2,R3)- N 88'50'12" E 1342.65' (R2,R3) (1342.59' R1) SOUTH LINE OF SECTION ONE O G N W M 1 z J Z