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Home My WebLink AboutRS0186P0015-0016SHEET 1 OF 2 SHEETS RECORD OF SURVEY 25-00010 IN THE CITY OF FONTANA, SAN BERNARDINO COUNTY, STATE OF CALIFORNIA BEING A PORTION OF THE WEST 1/2 OF THE WEST 112 OF FARM LOT 746, OF THE SEMI -TROPIC LAND AND WATER COMPANY SUBDIVISION, AS PER PLAT RECORDED IN BOOK 11 OF MAPS, PAGE 12, RECORDS OF SAID COUNTY. NOVEMBER 2023, 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 TERAWATT INFRASTRUCTURE IN NOVEMBER 2023. .0�00? BRIAN L. THIENES P.L.S. No. 5750 L/C. EXP. 121J I125 PURPOSE OF SURVEY DATE /aPL LANp� �t moo * m NO. 5750 N of C THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THE BOUNDARY LINES OF PROPERTY AS DESCRIBED IN GRANT DEED RECORDED JANUARY 25, 2005 AS DOCUMENT NO. 2005-0053328 OF OFFICIAL RECORDS PURSUANT TO 8762(B)(4) OF THE PROFESSIONAL LAND SURVEYORS' ACT. GPS TIES / BASIS OF BEARINGS / 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 CONTINUOUSLY OPERATING REFERENCE STATIONS (COBS) "EWPP" AND "GISA" AS SHOWN HEREON (BASIS OF BEARINGS: S 8235'11 " 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, MULTIPLY GROUND DISTANCES BY A COMBINATION FACTOR OF 0.9999471272 DERIVED LOCALLY AT 1] . THE MAPPING ANGLE AT T1 IS 0'19'00.232628085" 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, 639.63 U.S. SURVEY FEET FASTING = 6, 705,286.98 U.S. SURVEY FEET COUNTY SURVEYOR'S STATEMENT - THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT. THIS4,8 DAY OF :Ey _ , 2025. ANAL LANO RYAN HUNSICKER, COUNTY SURVEYOR C.) HUNg� SG�L SAN BERNARDINO COUNTY, CALIFORNIA�0 �.r PLS No 8302 L. S. NO. 8302 9TF OF CAL \F MONUMENT & ESTABLISHMENT NOTES: FOUND I- IRON PIPE TAGGED "LS 7809 ", DOWN 0.2 ; PER R3; ACCEPTED AS THE CENTERLINE OF SLOVER AVENUE AND CYPRESS AVENUE. FOUND 1 " IRON PIPE WITH NO TAG, DOWN 0.3;• FITS TIES PER CSFB 401511989; ACCEPTED AS THE CENTERLINE INTERSECTION OF SLOVER AVENUE AND JUNIPER AVENUE. El FOUND 1 " IRON PIPE TAGGED "LS 7734 , FLUSH, PER RA ACCEPTED AS TH£ SOUTHWEST CORNER OF LOT 746 OF R5. r ( FOUND 1 " IRON PIPE TAGGED "LS 7734 ", FLUSH, PER CITY OF FONTANA TIE NO. 4337,• ACCEPTED AS THE SOUTHEAST CORNER OF LOT 751 OF R5 5❑ S.F.N.; SOUTHEAST CORNER OF LOT 746 OF Rl; ESTABLISHED BY PRORATION PER Rl. 6� S.F.N.; SOUTHWEST CORNER OF PARCEL 1 OF R2, ESTABLISHED AT MID POINT BETWEEN �3 AND ❑5 PER R2. ❑7 S.F.N.; NORTHWEST CORNER OF PARCEL 1 OF R2,• ESTABLISHED AT MID POINT BETWEEN ❑1 AND 2❑ PER R2. ® THE EASTERLY LINE OF THE WEST HALF OF THE WEST HALF OF LOT 746, ESTABLISHED BY MEAN BEARING. 0 S.F.N.; ESTABLISHED BY INTERSECTIONN, 90 THE NORTHERLY LINE OF THE SOUTH 349 FEET OF THE WEST HALF OF THE WEST HALF OF LOT 746. 19 FOUND 1 " IRON PIPE, EMPTY, DOWN 0.8' IN DIRT, NO REFERENCE; ACCEPTED AS A POINT ON 77-IE EASTERLY LINE OF CYPRESS AVENUE. 12 FOUND 1 " IRON PIPE TAGGED "LS 7734 ", NO REF; 0. 7' SOUTHERLY FROM 7HE SOUTHERLY LINE OF 746 OF R1. 13 FOUND 1, IRON PIPE TAGGED "LS 7734 ", NO REF; a5' SOUTHERLY FROM THE SOUTHERLY LINE OF 746 OF Rl. 14 FOUND 1" IRON PIPE TAGGED "LS 5750", FLUSH, PER R7. MAP & OTHER REFERENCES: R1 RECORD OF SURVEY R.S.B. 55173 R2 PARCEL MAP NO. 3720 P.M.B. 34133 R3 RECORD OF SURVEY NO. 10-154 R.S.B. 145111-12 R4 RECORD OF SURVEY 08-255 R.S.B. 138158 R5 SEMI -TROPIC LAND & WATER COMPANY M.B. I V12 R6 TRACT NO. 16678 M.B. 307181-84 R7 PARCEL MAP NO. 20200 P.M.B. 256113-15 CSRC CORS STATION "GISA" NORTH LATITUDE = 34'04'09.47436" WEST LONGITUDE = 11713'05.73149" \ _ _ SYSTEM SPC, ZONE 5F NORTH AMERICAN DATUM 1 983E (2010.0 EPOCH) \ o — N 82*35'11" NORTHING = 1,848,521.84 U.S SURVEY FEET _ W (BASIS EAST/NG = 6, 798, 414.96 U.S. SURVEY FEET N \ — _ —OF BEARINGS) 13118.01' (93913.05' G cAss�s�?� \ — — — (9_ _ RID) S 89'30'25" W T ._...--------------- 1320.12' ____-------- ----------- S 8T40'44" W 67194.15' GPS TIE (67190.60' GRID) SL OVER A VENUE SITE GPS TIES & BASIS OF BEARINGS N. T.S. SAN BERNARDINO COUNTY RECORDER'S CERTIFICATE: THIS MAP HAS BEEN FILED NDER DOCUMENT NUMBER 2pZ -- DI Q rq 5`7 , THIS 54 DAY OF� , 2025, AT 10 : 5'1 IN BOOK I OF RECORDS OF SURVEY AT LPAGE(S) l am- I AT THE REQUEST OF TGrWA-0' LgW&SIN THE AMOUNT OF JOSIE GONZALES ASSESSOR -RECORDER SAN BERNARDINO COUNTY 9 DEPUTY RECORDER SHEET 2 OF 2 SHEETS RECORD OF SURVEY 25-00010 IN THE CITY OF FONTANA, SAN BERNARDINO COUNTY, STA TE OF CALIFORNIA BEING A PORTION OF THE WEST 112 OF THE WEST 112 OF FARM LOT 746, OF THE SEMI -TROPIC LAND AND WATER COMPANY SUBDIVISION, AS PER PLAT RECORDED IN BOOK 11 OF MAPS, PAGE 12, RECORDS OF SAID COUNTY. NOVEMBER 2023, THIEVES ENGINEERING, INC, BRIAN L. THIENES, P.L.S. NO. 5750 LEGEND: S.F.N. SEARCHED FOUND NOTHING ( ) INDICATES RECORD DATA PER MAP REFERENCE INDICATES FOUND MONUMENT AS NOTED. p INDICATES SET I" IRON PIPE TAGGED "LS 5750',' FLUSH. SL OVER 330.03' 300.04' N Lo 260.96' 2 \9.19' 37 � Z ' to L0 �04 co C14 M 3 N OO /� cn 3 v ` Y N �00 �• w co :o 284.06' co co co �r 300.06' w S IN 89'30'30" E 330.06' CD C3 co 8 co � I A to N O b � Z M 30' 660.16' (660.14' R2) 577.64' (10107) 330.08' / N 89'30'25" E �- 330.03' --�\ 52.00' 4 82.51' (M&R7) �- 247.52' 0 N 89'30'25" E 960.08' R0FI1C 0 cc co po N b ii (660.17" R7) �- 247.56' - N 8 '30'30" E 6� 1\J D 0 3 4 1 5 6 7 8 9 TRACT NO, 16678 0 50 100 200 300 SCALE:1 "=100' A VENUE (1320.00'R5)(1320.09' R6) 1320.12' (M&R7)(1320.14' R1)(1320.09' R2)(1319.99' R3) 660.06' 52.00' 330.01' (M&R7) 412.52' (1407) A 1\1 D V\J_A AT r R c-0, SUBDIVISION u (M&R7) M&R7) 44.70' 82.52' 234.00' 381.47' - I 1320.33' (M,R1&R7) (1320.28'1 R2)(1320.00' R5) 12 14 13 (1320.30' R6) NORTHERLY LINE OF LOT 751 10 11 12 13 p J RT J J J\J K B, 307 / 81-84 L J r 751 SOUTHERLY LINE OF LOT 751 SL O VER A VENUE N 89'30'25" E 1320.12' t� CV Lo 39.08��- 249.19' ro W 14.35' 0 J �r 0o o 30' o Id: W CV Lo r N ; N � 3 N N U uj J\ ^n b Z cV Z DETAIL V N.T.S. co co � o 30.00' co 284.06' - N 89'30'30" E 330.06' - CURVE TABLE CURVE # DELTA RADIUS LENGTH Cl 89*57'14" 35.00' 54.95' LINE TABLE LINE # BEARING LENGTH L1 S 89-33'11" W 4.16' IM,0' 1 J 12 w cr L to to N � CO N 9 J W Q W g J