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HomeMy WebLinkAboutRS0186P0017-0018RECORD OF SURVEY 21- 00242 IN THE CITY OF ONMRIO, COUNTY OF ,SAN BERNARDINO, STATE OF CALIFORNIA. BEING A SURVEY OF PORTIONS OF GOVERNMENT LOTS 5 AND 8, IN FRACTIONAL SECTION 22, TOWNSHIP 2 SOUTH, RANGE 7 WEST SAN BERNARDINO BASE AND MERIDIAN AND A PORTION OF THE FRACTIONAL SOUTHEAST ONE —QUARTER OF SAID SECTION 22 AND A PORTION OF THE FRACTIONAL NORTHEAST ONE —QUARTER OF SECTION 27 IN SAID TOWNSHIP 2 SOUTH, RANGE 7 WEST SAN BERNARDINO BASE AND MERIDIAN. MA Y 2021, THIENES ENGINEERING, INC, BRIAN L. THIENES, P. L. S. NO. 5750 SURVE-YOB'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 ALERE PROPERTY GROUP LLC IN MA Y, 2021. BA N L. THIENES P. L. S. No. 5750 LIC EXP. 12IJ 1125 STATEMENT OF PURPOSE evZI Arl DATE p,1 LANp� mo * m NO. 5750 cn 9�0F C THIS RECORD OF SURVEY WAS PREPARED TO MONUMENT THE BOUNDARY OF THE PARCEL DESCRIBED BY DEED RECORDED APRIL 8, 1999 AS DOCUMENT NO. 19990146333, OFFICIAL RECORDS, PURSUANT TO SECTION 8762 (b)(5) OF THE PROFESSIONAL LAND SURVEYORS' ACT. MAP & OTHER REFERENCES: MAP REFERENCES: RI PARCEL MAP NO. 19904 P.M.B. 253 PGS. 69-74 R2 TRACT NO. 18913-1 M. B. 338 PGS. 1-7 R3 RECORD OF SURVEY R. S. B. 3 PG. 71 R4 RECORD OF SURVEY 02-139 R. S. B. 118 PGS. 82-95 DEED REFERENCES: D 1 GRANT DEED BOOK 1720, PAGE 136, 0. R. D2 GRANT DEED BOOK 9271, PAGE 394, O.R. D3 GRANT DEED INSTRUMENT NO. 86-100847 O.R. D4 GRANT DEED BOOK 1711, PAGE 162, 0. R D5 GRANT DEED BOOK 8581, PAGE 201, O.R. D6 GRANT DEED INSTRUMENT NO. 19990146333 O.R. DA TUM STA TEMENT- 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 (CORS) "LORS" AND "EWPP" AS SHOWN HEREON (BASIS OF BEARINGS.- S 812926.0858" 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 0.9999873781 DERIVED LOCALLY AT A. THE MAPPING ANGLE AT 9❑ IS O' 13'40. 970778789 ". CSRC CORS STATION "LORS" NORTH LATITUDE = 34'07'59.964945629" WEST LONGITUDE = 117'45'14.604340000" CALIFORNIA STATE PLANE COORDINATE SYSTEM (SPCS), ZONE 5, NORTH AMERICAN DATUM 1983, (2010.0 POCH) NORTHING = 1, 870, 992.228 U.S. SURVEY FEET LASTING = 6, 636, 093.598 U.S. SURVEY FEET ELEVATION = 1583.66 U.S SURVEY FEET COMBINED FACTOR = 0.9999094213 CONVERGENCE ANGLE = 0'08'24.686059021 " CSRC CORS STATION "EWPP" NORTH LATITUDE = 34'06'15.101235631 " WEST LONGITUDE = 117'31 '32058700000" CALIFORNIA STATE PLANE COORDINATE SYSTEM (SPCS), ZONE 5, NORTH AMERICAN DATUM 1983, (2010.0 EPOCH) NORTHING = 1, 860, 639. 597 U.S. SURVEY FEET FASTING = 6,705,286.960 U.S. SURVEY FEET ELEVATION = 1194.66 U.S SURVEY FEET COMBINED FACTOR = 0.9999,335276 CONVERGENCE ANGLE = 0' 16'13.546858967" 11 / 8129 26 ,. OFBFgR/�VGWS (699664.4,3• ---- GRID) C -o w N � \ REMINGTON AVENUE N.• 1, 813, 641. 941 � \ 2120. 92" 91 N.- 1, 813, 637.850 E.• 6,680,844.448 N 89 53'22 " W E.• 6, 682, 965. 336 (2120.89' GRID) GPS TIES & BASIS OF BEARINGS: N. T.S. COUNTY SURVEYOR'S STA TEMENT: SHEET 1 OF 2 SHEETS DATE OF SURVEY MAY 2021 THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS 3 0 TH DAY OF NARY , 20 9 j RYAN HUNSICKER, COUNTY SURVEYOR r1AL LAN SAN BERNARDINO COUNTY �5�� Hu sG Q �- ° p � ° 9 ' L. S. NO. 8302 PLS No. 8302 ' "F MONUMENT & ESTABLISHMENT NOTES: °F cA`�F°P FOUND LEAD, TACK AND BRASS TAG, STAMPED "LS 8543"1 FLUSH TO SURFACE CONCRETE PAVING, PER CITY OF ONTARIO CENTERLINE TIE NO. 6167 AND CR 337/32; ACCEPTED AS THE CENTERLINE INTERSECTION OF ARCHIBALD AVENUE AND MERRILL AVENUE AND THE EAST 114 CORNER OF FRACTIONAL SECTION 22, T 2S., R.7W, S.B.M. FOUND GEAR SPIKE AND WASHER, STAMPED "PLS 8686- FLUSH TO SURFACE OF AC PAVEMENT, PER CR 337/28, ACCEPTED AS THE CENTERLINE INTERSECTION OF CARPENTER AVENUE AND MERRILL A VENUE AND THE WEST 114 CORNER OF FRACTIONAL SECTION 22, T 2S., R. 7W., S. B. M. PT S.F.N.; CENTER 114 CORNER OF FRACTIONAL SECTION 22, T.2S., R.7W, S.B.M.; ESTABLISHED BY PROPORTION PER R 1. 21 S.F.N.; NORTHEAST CORNER OF THE NORTHWEST 114 OF THE SOUTHEAST 114 OF FRACTIONAL SECTION 22, T 2S., R.7W, S. B. M..; ESTABLISHED BY PROPORTION PER R 1. El FOUND GEAR SPIKE AND WASHER, STAMPED "LS 7223- FLUSH TO SURFACE OF AC PAVEMENT, NO REFERENCE, ACCEPTED AS THE CENTERLINE INTERSECTION OF CARPENTER AVENUE AND REMINGTON AVENUE. S.F.N.; SOUTHWEST CORNER OF GOVERNMENT LOT 3 OF FRACTIONAL SECTION 22, T. 2S., R.7W, S.B.M.; ESTABLISHED BY PROPORTION PER R 1. 0 FOUND GEAR SPIKE AND WASHER STAMPED "LS 7223 ; FLUSH TO SURFACE OF AC PAVEMENT, PER CITY OF ONTARIO CENTERLINE TIE NO. 7086, ACCEPTED AS THE CENTERLINE INTERSECTION OF MOON WAY AND REMINGTON AVENUE. ® FOUND 1 " IRON PIPE WITH BRASS TAG STAMPED "PLS 8686- DOWN 0.2' BELOW SURFACE OF DIRT, NO REFERENCE, ACCEPTED AS THE INTERSECTION OF THE CENTERLINE OF MOON WAY AND THE NORTHWESTERLY LINE OF JURUPA RANCHO. FOUND 3/4" IRON PIPE WITH BRASS TAG STAMPED "RCFC WCD", DOWN 0.5' BELOW SURFACE OF DIRT, PER R.S.B. 118/82-95, ACCEPTED AS THE CENTERLINE INTERSECTION OF REMINGTON AVENUE AND THE NORTHWESTERLY LINE OF JURUPA RANCHO. �o S.F.N.; SOUTHWEST CORNER OF R2, REESTABLISHED POSITION BY CITY OF ONTARIO CENTERLINE TIE NO 7263. S.F.N.; INTERSECTION OF THE CENTERLIN AR H/BALD AND THE NORTHERLY LINE JURUPA RANCHO; REESTABLISHED BY INTERSECTING LINES 81- 19 AND 71 - 10 . 12 S.F.N.; SOUTHEAST CORNER OF GOVERNMENT LOT 6 OF FRACTIONAL SECTION 22, T. 2S , R.7W, ESTABLISHED BY PROPORTION PER R 1. �3 S.F.N.; SOUTHWEST CORNER OF THE NORTHWEST 114 OF THE SOUTHEAST 114 AND THE NORTHWEST CORNER OF GOVERNMENT T 5 OF FRACTIONAL SECTION 22, T.2S, R.7W, S.B.M.; ESTABLISHED BY INTERSECTING LINE n - 1M AND A LINE PARA LEL WITH THE EASTERLY LINE OF FRACTIONAL SECTION 22, T.2S., R.7W, S. PASSING THROUGH 3PER R1. 4 S.F.N.; SOUTHEAST CORNER OF THE NORTHWEST 114 OF THE SOUTHEAST 114 AND THE NORTHEAST CORNER OF GOVERNMENT LOT 5 OF FRACTIONAL SECTION 22, T2S., R.7W, S.B.M.; ESTABLISHED BY INTERSECTING LINE n - T2 AND A LINE PARALLEL WITH THE EASTERLY LINE OF FRACTIONAL SECTION 22, T.2S, R.7W., S.". SING THROUGH 4 PER R1. i5 S.F.N.; INTERSECTION OF REMINGTON AVENUE AND THE "1913 JOINT SURVEY LINE" AS SHOWN ON R.S.B. 118182-95; POSIT/ON FALLS ON INVERT OF CONCRETE CHANNEL; MONUMENT STATED AS DESTROYED PER RIVERSIDE COUNTY C.R. 07-05IJ; REESTABLISHED POSITION AT A RECORD DISTANCE OF 127.37' FROM D ALONG THE EASTERLY PROLONGATION OF LINE 0 - [:�] PER R4. s S.F.N.; SOUTHWEST CORNER OF BOOK 889, PAGE 176 OF DEEDS AS REFERENCED ON R3; ALSO, BEING THE SOUTHEAST CORNER OF 1; REESTABLISHED POSITION AT A RECORD DISTANCE OF 123.70' PER R3 ' FROM l- ALONG LINE 0 -51 . S.F.N; NORTHWEST CORNER OF PORTIONS OF LOTS 5-7 AND 8, CONTAINING 48.16 ACRES AS SHOWN ON RJ, ALSO, BEING THE POINT OF BEGINNING OF LAND DESCRIBED IN D 1, REESTABLISHED POSIT/ON AT A RECORD DISTANCE OF 663.29' PER R3 FROM 14 ALONG © - 12 . ra SF-N; INTERSECT/ON OF THE CENTERLINE OF D2 AND THE CENTERLINE OF MERRILL AVENUE, ESTABLISHED BY HOLDING A RECORD DISTANCE OF 1844.82' FROM Tl ALONG THE CENTERLINE OF MERRILL AVENUE. �9 S.F.N.; INTERSECTION OF THE CENTERLINE OF D2 AND THE CENTERLINE OF REMINGTON AVENUE,• ESTABLISHED BY HOLDING A RECORD DISTANCE OF 1850.65' FROM 5T ALONG THE CENTERLINE OF REMINGTON AVENUE. 2� S.F.N.; INTERSECTION OF THE CENTERLINE OF REMINGTON AVENUE AND THE WESTERLY LINE OF D3; ESTABLISHED BY INTERSECTION. 2 r S.F.N.; INTERSECTION OF THE WESTERLY LINE OF PORTIONS OF LOTS 5-7 AND 8, CONTAINING 48. 16 ACRES AS SHOWN ON R3 AND THE WESTERLY LINE OF DJ, ESTABLISHED BY INTERSECTIONN, 2�2 S F.N.; NORTHEAST CORNER OF D4; ESTABLISHED POSITION AT A RECORD DISTANCE OF 558.69' PER D4 FROM 14 ALONG © - 12 . S. F. N; SOUTHERLY TERMINUS OF NON TANGENT 16, 100' RADIUS CURVE; ESTABLISHED BY HOLDING RECORD DISTANCE OF 651.22' ALONG LINE 16 - 1� PER DA REFERENCE LINE PER D5, ESTABLISHED PER D5. 2�5 INTERSECTION REFERENCE LINE PER D5 AND THE CENTERLINE OF REMINGTON AVENUE, ESTABLISHED BY INTERSECTIONN, 2�s EASTERLY LINE OF D5, ESWLISHED BEING PARALLEL WITH AND DISTANT 230.00' EASTERLY MEASURED AT RIGHT ANGLES FROM INTERSECTION OF THE EASTERLY LINE OF D5 AND THE NORTHWESTERLY LINE OF JURUPA RANCHO. ESTABLISHED PER EXCEPTION OF PARCEL A PER D6. 2[s SOUTHWEST CORNER OF FRACTIONAL SECT/ON 22, T.2S., R.7W, S.B.M. PER R3; ESTABLISHED BY RECORD DISTANCE 49.99' FROM [5 PER FB 4006 PGS 234-241. SAN BERNARDINO COUNTY RECORDER'S CERTIFICATE THIS MAP HAS BEEN FILED UNDER DOCUMENT NUMBER Zv2s�DIR9La�q , THIS 21 Si DAY OF JqP4UJL 201.16�­ATULAM IN BOOK A O`F' RECORDS /O,F,� SURVEY AT PAGE , AT THE REQUEST OF IN THE AMOUNT OF $ 13' JOSIE GONZALES ASSESSOR -RECORDER SAN BERNARDINO COUNTY BY: . iNtill", DEPUTY RECOR J Q 0 N 3 a N tf') o RECORD OF SURVEY 21-00242 1N THE CITY OF ONTARIO, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA. MA Y 2021, THIENES ENGINEERING, INC, BRIAN L. THIENES, P. L. S. NO. 5750 MERR/LL N 89'53'08" W 4106.73' (4106.76' R1)(4106.89' R3) i 4- 1465.09' (1465.05' R 1) a C- r, M � N N � Q Zj 100 O O O Z j� 27 J / f / � 13.36' t 0) rn co 1 Q 0- P.M. 252 0 ll-4 U� RHAA/A/OTOA/ 795.26' ^ 171.86 , MAN^ M ,Se C aN J _ \ N 89'52'58" W 656.75' 0 \ \ I ;o � o A o �I r co 22 3 1 l I 0 O O R I 0 04 I �g h NI O II 1 I I I SHEET 2 OF 2 SHEETS DATE OF SURVEY MAY 2021 0 75 150 1 300 450 A VENUE SCALE:1 "=150' 4 352.90' (132 (V N Z O V W N u- 0 ^ W N = N ~ M W 0 eq M Z W O W Z_ bJ Z 4105.17' (4105.15' R 1) 331.82' 230, 7r —4— 226.87' 1320.04' (226.77' R1) (1320.05' R1) (1320.00' R3) 0 N to 1/I o 0 v 0) " Cr N O :2N I n N iV � I I ^ W Q o ��N I oAIJ J� C I aW ' J p• CO Z 8, b Q m N 79'53'17" W SEE DETAIL �----- 2 4- � o � m a 21 l Z r- 0) I U �j Ior) 00 �u p o a � N 23 � N g,L \ o 00 2 e N.T.S. Q wO1 I I o 2 J Q O O O ' O N Lo 2 p l 5 A VENUE 20 1850.65'(M, R1, D2) / �- 1114.76'(1114.81 R1 735.89'(735.84' R1) 112.33' 130. cn 7 N 89'53'22" W 2248.29' / cn / Rol 00 L / 159Z 6g5, M O 3 b LEGEND: ( ) - RECORD DATA • - INDICATES FOUND MONUMENT AS NOTED. Q - INDICATES SET 1 " IRON PIPE TAGGED, "L. S. 5750 ", FLUSH. J in O LL1 a' I 3 I W LLJ N U e LJ t0 I X 0' %i/ b O „J ` m, co m W LA o - zoo J �p DJ I ui W I Q � _ a N 230' s1 ' , ^W .- R2) SEC. 22 T.2S.) R.7W., S.B.M. \ W I 'N 27 2 � l 6��9 32 / / • R E����\N� 32 R'NE ��UP L2 225a9 N�� 1 123.70' � g � n rj "' SEE DETAIL I3 } U'^_N N.T.S. � Ci I b `r REMIN7AVAVE� 22ga9�� 130.48'1.42' 123.70' (123.70' R3) 127.37' l2� �rri� (127.37 R4) LINE TABLE LINE BEARING LENGTH L1 S 27'28'57" E 93.79' L2 S 89'53'22" E 69.18' A/0TF- SEE SHEET 1 FOR BASIS OF BEARINGS AND MONUMENT AND ESTABLISHMENT NOTES.