Loading...
rs161_013-014MONUMENT & ESTABLISHMENT NOTES: ❑1 - FOUND SPIKE AND WASHER, STAMPED "P.L.S. 6343", FLUSH, PER R1; ACCEPTED AS BC ON THE CENTERLINE OF SHERBORN STREET. fff- FOUND SPIKE, W/ ILLEGIBLE WASHER, FLUSH, ACCEPTED AS BEING SPIKE AND WASHER, STAMPED P.L.S. 6343 PER R1; ACCEPTED AS EC ON THE CENTERLINE OF SHERBORN STREET. ❑3 FOUND SPIKE AND WASHER, STAMPED "P.L.S. 6343; FLUSH IN AC, PER Rl; ACCEPTED AS EC ON THE CENTERLINE OF SHERBORN STREET. 0 FOUND SPIKE AND WASHER, STAMPED "P.L.S. 6343 ; FLUSH, PER R1; ACCEPTED AS THE SOUTHWESTERLY CORNER OF LOT 3 OF R2. I �J FOUND SPIKE AND WASHER, STAMPED "P.L.S. 6343", FLUSH IN ASPHALT, PER R 1; ACCEPTED AS THE SOUTHEASTERLY CORNER OF PARCEL 10 OF R 1. D FOUND J14" IRON PIPE, WITH LEAD, TAGGED "R. C.F.C. & WC -D-", DOWN 0.80; PER R3,• ACCEPTED AS THE SOUTHEASTERLY CORNER OF PARCEL 2051-110 F AS SHOWN ON R3. ❑7 FOUND 3/4 " IRON PIPE, WITH LEAD, ILLEGIBLE TAG, DOWN 0.80 , PER R1 & R3; ACCEPTED AS THE MOST NORTHERLY CORNER OF PARCEL 2051-11OF AS SHOWN ON R3. a FOUND 3/4 " IRON PIPE, WITH LEAD, TAGGED 'P C.F. C. & W. C. D. DOWN 1.00; PER R3; ACCEPTED AS THE INTERSECTION OF THE SOUTHEASTERLY LINE OF PARCEL 2051-110A AND THE SOUTHWESTERLY LINE OF PARCEL 2051-11OG AS SHOWN ON R3. 9� FOUND 3/4" IRON PIPE, WITH LEAD, TAGGED "R. C. F. C. & W.C.D. DOWN 0.20'. PER R3; ACCEPTED AS AN ANGLE POINT IN THE EASTERLY LINE OF PARCEL 2051-110A AS SHOWN ON R3. 10 FOUND 3/4" IRON PIPE, WITH LEAD, TAGGED 'R C.F.C. & W.C.D. , UP 0.20' PER R3; ACCEPTED AS THE INTERSECTION OF THE SOUTHEASTERLY LINE OF PARCEL 2051-110 F AND THE WESTERLY LINE OF PARCEL 2051-110A AS SHOWN ON R3. IN THE CITY OF CORONA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEING A SURVEY OF A PARCEL A, B, C AND D OF LOT LINE ADJUSTMENT NO. 19-010 EVIDENCED DOCUMENT RECORDED JANUARY 14, 2021 AS INSTRUMENT NO. 2021-0027639, TOGETHER WITH PARCELS B AND C OF LOT LINE ADJUSTMENT NO. 19-009 EVIDENCED BY DOCUMENT RECORDED NOVEMBER 30, 2020 AS INSTRUMENT NO. 2020-0599170, BOTH OF OFFICIAL RECORDS, LYING WITHIN SECTIONS 32 AND 33, TOWNSHIP 3 SOUTH, RANGE 6 WEST, RANCHO EL SOBRANTE DE SAN ✓ACINTO 11 WESTERL Y LINE OF PARCEL 2051-110A AS SHOWN ON R3; P.M.B. 207/54-65 ESTABLISHED BY HOLDING RECORD ANGLE OF 40'0239" FROM MAP OF THE EL SOBRANTE LANDS CO'S. THROUGH © PER R3. / / 12 CENTERLINE OF A.T & S.F. RAILROAD RIGHT OF WAY (50.00' WIDE); / / / RECORD OF SURVEY ESTABLISHED BY THE SPLIT OF THE RAILS PER R3. o 13 CENTERLINE OF SHERBORN STREET; ESTABLISHED BEING PARALLEL h� i 81/66-70 WITH AND 55.00' NORTHEASTERLY WITH THE CENTERLINE OF THE A.T. N " & S.F. RAILROAD RIGHT OF WAY AS SHOWN ON R2. REC. 11/30/2020 DDC. NO. 2020-0599170, O.R. / 14 FOUND 3/4 " IRON PIPE, WITH PLUG, TAGGED IS 4813 1,988-, �0, # ♦ DOWN 0.75 , PER R4; ACCEPTED AS BC IN THE SOUTHWESTERLY / LINE OF CAJALCO STREET. k i 15 FOUND 2" ALUMINUM CAP, TAGGED IS 4813 1988", DOWN 1.5; O / hh j REC. 1/16/2001, DOC. NO. 2002-026202, PER R4; ACCEPTED POINT IN THE SOUTHWESTERLY LINE OF CAJALCO STREET. 16 FOUND 2" ALUMINUM CAP, TAGGED IS 4813 1988" FLUSH, PER R4; ACCEPTED AS THE EASTERLY CORNER OF LOT 6 OF R2. 1 SOUTHERLY CORNER OF LOT 6 OF R2; FOUND 2" ALUMINUM CAP, TAGGED "LS 4813 1988", DOWN 1.0, PER R4, BEING N 53'1612" E 0.16' FROM ESTABLISHED POSITION / THIENES ENGINEERING, INC. BRIAN L. THIENES P.L.S. NO, 5750 JUNE, 2021 MAP REFERENCES: R1 PARCEL MAP NO. 31369 P.M.B. 207/54-65 R2 MAP OF THE EL SOBRANTE LANDS CO'S. CAJALCO TRACT NO. 1 M. B. 8/38 R3 RECORD OF SURVEY R.S.B. 78/23-26 R4 RECORD OF SURVEY R.S.B. 81/66-70 R5 LOT LINE ADJ STV NT NO. 19-009 " REC. 11/30/2020 DDC. NO. 2020-0599170, O.R. R6 LOT LIN ADJUSTMENT NO. 19-010 ♦ REC. 114/2021, DOC. NO. 2021-00276J9, O.R. R7 LOT LINE ADJUSTMENT NO. 01-014 REC. 1/16/2001, DOC. NO. 2002-026202, O.R. C.G.F. AT PONT 8.• 0.9999720502 CONVERGENCE -00'42'09.13165" CSRC CORS STATION 'NOCO" NORTH LATITUDE = 33'55'10.93865" WEST LONGITUDE = 117'34'10.44334" CALIFORNIA STATE PLANE COORDINATE SYSTEM (SPCS), ZONE 6, NORTH AMERICAN DATUM 1983, (2010.0 EPOCH) p 0 NORTHING = 2,280,817.069 U.S. SURVEY FEET Z LASTING = 6,161, 339.178 U.S. SURVEY FEET 18 S.F.N.; MOST EASTERLY CORNER OF PARCEL C OF R7• ESTABLISHED / 91032 88' GR\0� BY HOLDING RECORD ANGLE OF 179 09 57 FROM 16 THROUGH / 42 0 PER R4 AND BY HOLDING RECORD DISTANCE OF 138.80' PER / 81035 --- R7. N 1636 -----' N 40'50'51 E 19 COURSE IN THE NORTHEASTERLY LINE OF PARCEL F OF R7; TAi--------- 2043.78' (2043.72' GRID) ,i ESTABLISHED BY RECORD ANGLE AND DISTANCE PER R7. -------- -- 20 FOUND 1 1/4" IRON PIPE WITH PLUG, TAGGED "LS J018-, FLUSH, PER R4; ACCEPTED ANGLE POINT IN THE NORTHEASTERLY LINE OF LOT 6 OF R2. 21 FOUND 1 1/4" IRON PIPE WITH PLUG, TAGGED IS 3018'; FLUSH, PER R4.; ACCEPTED AS THE NORTHERLY CORNER OF LOT 6 OF R2. 22 COURSE IN THE NORTHEASTERLY LINE OF PARCEL F OF R7; ESTABLISHED BY RECORD ANGLE PER R7 AND RECORD DISTANCE PER R2. 23 COURSE IN THE NORTHEASTERLY LINE OF PARCEL F OF R7; ESTABLISHED BY RECORD ANGLE PER R7. _ ____- - - - - - - ------ N V29'19" E 23243.09' �- GPS TIE 23242.44' GRID) CSRC CORS STATION "CNPP" NORTH LATITUDE = 33'51 '27.46379" WEST LONGITUDE = 11 T3632.06265" CALIFORNIA STATE PLANE COORDINATE SYSTEM (SPCS), ZONE 6, NORTH AMERICAN DATUM 1983, (2010.0 EPOCH) NORTHING = 2,258,381.975 U.S. SURVEY FEET FASTING = 6,149,110.943 U.S. SURVEY FEET N: 2,262,160.249 -- 8 E: 6173,582.623 ELEV: 659.63' NGDV29 ------ -- 166381 56 STATION "ULFP" 55528„ NORTH LATITUDE =CSRC 33'55 06 24063" WEST LONGITUDE = 117' 19'04.60200" CALIFORNIA STATE PLANE COORDINATE SYSTEM (SPCS), ZONE 6, NORTH AMERICAN DATUM 1983, (2010.0 EPOCH) NORTHING = 2, 279, 468.185 U.S. SURVEY FEET EASTING = 6,2J7,668 OJ4 U.S. SURVEY FEET N: 2,260,614.27 E: 6,172,245.93 GPS TIES & BASIS OF BEARINGS N. T.S. aoa3- DlgAluo SHE7 1 OF 2 SHEETS RECORDER'S STA TEMENT FILED THIS AS�hLAY OF 2j, -A AT10:45 .M. IN BOOK iLIL OF RECORDS OF SURVEY, AT PAGES 13- f q AT THE REQUEST OF THE COUNTY SURVEYOR 0 lu FEE *A PETER ALLANA, SESSOR - COUNTY CLERK - RECORDER BY DEPUTY 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 NH SHERBORN STREET INDUSTRIAL PROPERTY OWNER, LLC IN DECEMBER, 2020. • I 6 P 23 BR N L. THIENES DATE P.L.S. No. 5750 PURPOSE STA TEMENT LANO� 2� O �oF CAS\F�� 88S9' " ♦ "�� 2gp' 18 S.F.N.; MOST EASTERLY CORNER OF PARCEL C OF R7• ESTABLISHED / 91032 88' GR\0� BY HOLDING RECORD ANGLE OF 179 09 57 FROM 16 THROUGH / 42 0 PER R4 AND BY HOLDING RECORD DISTANCE OF 138.80' PER / 81035 --- R7. N 1636 -----' N 40'50'51 E 19 COURSE IN THE NORTHEASTERLY LINE OF PARCEL F OF R7; TAi--------- 2043.78' (2043.72' GRID) ,i ESTABLISHED BY RECORD ANGLE AND DISTANCE PER R7. -------- -- 20 FOUND 1 1/4" IRON PIPE WITH PLUG, TAGGED "LS J018-, FLUSH, PER R4; ACCEPTED ANGLE POINT IN THE NORTHEASTERLY LINE OF LOT 6 OF R2. 21 FOUND 1 1/4" IRON PIPE WITH PLUG, TAGGED IS 3018'; FLUSH, PER R4.; ACCEPTED AS THE NORTHERLY CORNER OF LOT 6 OF R2. 22 COURSE IN THE NORTHEASTERLY LINE OF PARCEL F OF R7; ESTABLISHED BY RECORD ANGLE PER R7 AND RECORD DISTANCE PER R2. 23 COURSE IN THE NORTHEASTERLY LINE OF PARCEL F OF R7; ESTABLISHED BY RECORD ANGLE PER R7. _ ____- - - - - - - ------ N V29'19" E 23243.09' �- GPS TIE 23242.44' GRID) CSRC CORS STATION "CNPP" NORTH LATITUDE = 33'51 '27.46379" WEST LONGITUDE = 11 T3632.06265" CALIFORNIA STATE PLANE COORDINATE SYSTEM (SPCS), ZONE 6, NORTH AMERICAN DATUM 1983, (2010.0 EPOCH) NORTHING = 2,258,381.975 U.S. SURVEY FEET FASTING = 6,149,110.943 U.S. SURVEY FEET N: 2,262,160.249 -- 8 E: 6173,582.623 ELEV: 659.63' NGDV29 ------ -- 166381 56 STATION "ULFP" 55528„ NORTH LATITUDE =CSRC 33'55 06 24063" WEST LONGITUDE = 117' 19'04.60200" CALIFORNIA STATE PLANE COORDINATE SYSTEM (SPCS), ZONE 6, NORTH AMERICAN DATUM 1983, (2010.0 EPOCH) NORTHING = 2, 279, 468.185 U.S. SURVEY FEET EASTING = 6,2J7,668 OJ4 U.S. SURVEY FEET N: 2,260,614.27 E: 6,172,245.93 GPS TIES & BASIS OF BEARINGS N. T.S. aoa3- DlgAluo SHE7 1 OF 2 SHEETS RECORDER'S STA TEMENT FILED THIS AS�hLAY OF 2j, -A AT10:45 .M. IN BOOK iLIL OF RECORDS OF SURVEY, AT PAGES 13- f q AT THE REQUEST OF THE COUNTY SURVEYOR 0 lu FEE *A PETER ALLANA, SESSOR - COUNTY CLERK - RECORDER BY DEPUTY 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 NH SHERBORN STREET INDUSTRIAL PROPERTY OWNER, LLC IN DECEMBER, 2020. • I 6 P 23 BR N L. THIENES DATE P.L.S. No. 5750 PURPOSE STA TEMENT LANO� 2� Q --c ono * m N0. 5750 it �oF CAS\F�� THE PURPOSE OF THIS RECORD OF SURVEY IS TO MONUMENT LOT LINE ADJUSTMENT NO. 19-009, RECORDED NOVEMBER 30, 2020 AS DOCUMENT NO. 2020-0599170, O.R. AND NO. 19-010 RECORDED JANUARY 14, 2021 AS DOCUMENT NO. 2021-00276J9, O.R. COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS A3 DAY OF LM o sG Z: � * PLS 8488 it DAVID L. MCMILLAN, COUNTY SURVEYOR L. S. 8488 OF C ALF BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM (CCS83), ZONE 6, BASED LOCALLY CONTROL STATIONS "CNPP", "MLFP" AND "NOCO" NAD83(NSRS2011) EPOCH 2010.00 AS SHOWN HEREON. ALL BEARINGS SHOWN HEREON ARE GRID BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCES BY A COMBINATION FACTOR OF 0.9999720502. CALCULATIONS ARE MADE AT ® WITH COORDINATES OF N.• 2,262,160.249, E.• 6,173,582.623, USING AN ELEVATION OF 659.63' (NG V929) RI V CO 21-217 0 100 200 400 600 SCALE:1 "=200' DETAIL 'B' N. TS, Cl N 55'16'45' W My A. T. &" S. F. RAILROAD PARCEL MAP NO. 31369 P.M.B. 207154-65 PARCEL 10 A=2T01'08" 9 R=1024.00' L=482.89' N 22'13'48" W 160.21' 4---,16. S.F.N. losf`SOp 1, SEE DETAIL A' VE N 38'50'09' W T66, IN THE C/TY OF CORONA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA F ''ll, III 9�24 BEING A SURVEY OF A PARCEL A, B, C AND D OF LOT LINE ADJUSTMENT NO. 19-010 EVIDENCED DOCUMENT RECORDED JANUARY 14, 2021 AS INSTRUMENT NO, 2021-0027639, TOGETHER WITH PARCELS B AND C OF LOT LINE ADJUSTMENT NO. 19-009 EVIDENCED BY DOCUMENT RECORDED NOVEMBER 30, 2020 AS INSTRUMENT NO. 2020-0599170, BOTH OF OFFICIAL RECORDS, LYING WITHIN SECTIONS 32 AND 33, TOWNSHIP 3 SOUTH, RANGE 6 WEST, RANCHO EL SOBRANTE DE SAN ✓ACINTO W 2051,110P PP ,C Z crj J �J 9 7 �b"o,� 09c��g��0 0- ^ 1000 , W� M �! NN �! d - W W o� 1 Nco 1 2 `N (42'39") LLJ 'nN o A ! � Iso vii O O ! a LLA 19-010 PARCEL B 5 R6 1 ! ! 1R/W I 45 49' � 6 - -/V 0 .38So, og 3831.1 , R 4 W (33ja1 S 8'39'32' E a 84.90' S 33'13'10" E 147.52' S 3T2p �8A ,�g9 S 3o. 00 1- o. 191, w y is ° M 0. �oo� N LLA 19-010 PARCEL C R6 4- cS vim. ✓ �J S PER R2 Y� Loll =150.00' L=97.64' (A=3719'24" R3) -� 4jR N 26'13'04" w THIENES ENGINEERING, INC. 174.32' (174.32' R7) 66.7 3) 330.70' (330.86'R3) PARCEL 2051 110G (R3) aim 5_16'35'02" �' i R�1231.2 ' L=356.39' 158.97' 3 SEE DETAIL 'B' BRIAN L. TH/ENES P.L.S. NO. 5750 JUNE, 2021 N 53'26'18" W �_- 2053.95' (2053.86' R7) S 398 S4" � 4 F LLA 19-010 PARCEL A DOC. NO. 2021-00276J9 REC. V1412021 S2r.3623"F s LLA 19-010 'o M PARCEL D co �' R6 w N m M N 356.88' --�\ �sIYERt3t3�14,1VV T"&"S.F" d-71'52'38 LLA 19-009 L=338.71' . E PARCEL C 1�0�-�` R5 N 60'20'39" W 1640.35' -Ion 610.50' 1 1917.43' N 60'20'39" W 2423.77' Q �to LEGEND: r N, (18 .01, (18 403' R�) N �7> 00. R4i (218 �8 9S �R? ((21>9S' R)) N 3 800, R4) ro9, R2� ?1800%" !y 374.79' .STI�EE"T R/W -� - ( ) - RECORD DATA ® - INDICATES FOUND MONUMENT AS NOTED. 0 - INDICATES SET 1- IRON PIPE TAGGED, I.S. 5750", FLUSH. l�Y,��rrn.l SHEET 2 OF 2 SHEETS CURVE TABLE N 52'22'37" W DELTA 363.06' LENGTH Cl 0o LLA 19-009 N PARCEL B 31'52'54" DOC. NO. 139.11' 2020-0599170 R REC. 11/30/2020; �ocv o co v � 5'42'36_" W M (�) M w a Z N cm M r b� N .z 374.79' .STI�EE"T R/W -� - ( ) - RECORD DATA ® - INDICATES FOUND MONUMENT AS NOTED. 0 - INDICATES SET 1- IRON PIPE TAGGED, I.S. 5750", FLUSH. l�Y,��rrn.l SHEET 2 OF 2 SHEETS CURVE TABLE CURVE # DELTA � RADIUS LENGTH Cl 2'01'04" 250.00' 8.80' C2 31'52'54" 250.00' 139.11' C3 (R3) 3353'58" (33'55'38') 250.00' (250.00') 147.91' (148.04') W (4j36o2. N 54'06'15" E 138.80' (138.80' R7) h N R R/W PER INST. NO. 089129 `A1' REC. 3/11/1998, O.R. _ cv $ 1141 4=19-44',57- ,Zt// R=1358.57' L=468.28, \ � 16 14 00 ^ NOTE SEE SHEET 1 FOR BASIS OF BEARINGS AND MONUMENT AND ESTABLISHMENT NOTES.