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rs154_001IN THE CITY OF RIVERSIDE, BOUNTY OF RIVERSIDE, CALIFORNIA RECORD OF SURVEY OF A PORTION OF LOT 1, AS SHOWN BY MAP ON FILE IN BOOK 72 OF MAPS, AT PAGES 94 THROUGH 96, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. LYING IN SECTION 3, T. 3S., R. 4W., S.B.B. AND MERIDIAN. ACTION SURVEYS MARCH, 2018 RECORDER'S STATEMENT FD. PK NAIL &WASHER STAMPED RIV. CITY ENGINEER, FLUSH. NO REFERENCE. ACCEPTED AS C.L. MON. N 6 jai � BOX SPRINGS BOULEVARD VN RIVER CREST DRIVE ^ FD. 1-1/4" I.P. TAGGED R.C.E. 9876, DN. 2.0', �p 13 � 5/ / PER M.B. 72/94-96. CENTERLINE ESTABLISHED BY FD. 1-1/4" I.P. TAGGED / � t�, / � HOLDING RECORD RADIUS OF R.C.E. 9876, DN. 2.5', / �9 / 902.76 PER M.B. 72/94-96 PER M.B. 72/94-96. BETWEEN THE TWO FOUND CENTERLINE MONUMENTS AND SHEET 1 OF 1 SHEET Filed this day of NM, 2020, at _LL• 5�_.m. in Book of Records of Survey at Page NNL at the request of the County Surveyor. No. a - 11U_131 Fee 00 Peter Aldana, Assessor -County Clerk -Recorder B y: ___t���___NN__' 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 Absolute Contrators on February 28. 2018. o a S.F.N. 0 ti / L� j PROJECTING SOUTHEASTERLY. TANGENT l0 L() O r/L� \ '00. °° �� X57. H pe) Zz0 IUAND 20 1911933" 256.00' 85.75' F- co N w p., c6 FD. 1-1/4" I.P. W/NAIL IN / D. y� �� _ - a Z � �. 2 Q` 9?� e4 CONC. DN. 1.5', ACCEPTED AS � / 1� �1 9 \ /CORNER CUTBACK WAS ESTABLISHED o o / �, ,c - • 4 ex 6-30-20 Gabriel D. Yba L.S. 43 3 p R.W. MON. PER M.B. 72/94-96.,5�y . � 'S• BY BEST FIT, SINCE THERE IS NO STANDARD COMPUTATION THAT CAN -� N0. 4343 SET TAG L.S. 4343. b BE RECREATED. Exp, 6-30-2020 *' 117.88' 58.95' 7 34'53950" 300.00' 182.72' 94.29' 8 53-24954" 300.00' 279.68' 150.93' 9 7'56'09" 952.76' 131.96' 66.09' 10 S.F.N`Ik 256.00' 155.92' 80.46' 11 16'29906" 2010.08' 578.34' 291.18' 12 53'24954" SURVEYOR'S NOTES 320.70' 173.07' 13 / 902.76' 156.67' 78.53' 14 '►'` Q R> Basis of Bearings is taken from the Right -Of -Way line of The Metropolitan 248.96' 125.19' �' / y�- ` / •35'26 Water District of Southern California per R.S. 62/53-56, being N 51'35'31" E. SET LEAD, BRASS NAIL, /� • Denotes found monument as noted. & TAG L.S. 4343, FLU SH \ ESTABLISHED BY '� 12 o IN TOP CURB. INTERSECTION � 0 Denotes set 1" I.P. tagged L.S. 4343, flush. gg 0 c rn/ -' PUBLIC UTILITY EASEMENT PER INST. N0. 64171 REC. 6-15-1971. 11 j Denotes record data per M.B. 72/94-96. n rn W 00 � a- M N 3 2 ` ERN MUNICIPAL WATER EAST s �� 1 / EASEMENT PER INST. NO. 6417 [ I Denotes record data per R.S. 62/53-56. Q_ . ow / / SETBACK EASEMENT PER REC. 6-15-1971. • S.F.N. Denotes searched, found nothing. C-) (3 oo / / INST. NO. 20020 REC. 2-15-1973. All I.P. dimensions are inside diameter. W W a / ROAD EASEMENT PER �, The survey shown hereon was performed between March 8, 2018 and Qw w N / PER M.B. 10/7-8 & March 9 2018. , 6� LL cn o R.S. 62/53-56. C � r r r A PUBLIC UTILITY EASEMENT PER \ COUNTY SURVEYOR'S STATEMENT INST. NO. 102341 REC. 8-1-1972. \ \ 6 S.F.N. I -� This ma P has been examined in accordance with Section__ 766 of the I I orsy Professional Land Surve ' Act this _ __ da of _ Y I \ � �' 2020. �r4�c ESTABLISHED HOLDING RECORD RADIUS -J ` I I OF 2010.08 FEET AND TANGENT TO • TWO FOUND ` I I LINE ESTABLISHED HOLDING \ lA�� w o) o I I MONUMENTS TO THE SOUTHEAST. CHECKS FOUND MONUMENT FOR MOST \ O S � ;O EASTERLY CORNER THIS PARCEL. \ \ C.3 110' .4 I I \ \ 11 ; z David L. McMillan, County Surveyor o T\ z z I I \ \ No. 8488 t2 -3t-2020 L.S. 848$ 00f 0i* I I I \ *Exp. Expiration Date: 12-31-20 P Q 0)\ > L I I LOT 1 \ 9 o� w� I I ` \ .� °'• �. I I INSTRUMENT No. 2018-0069884 a) O a, I I REC. 2-26-2018 ROAD EASEMENT PER \ ro ... w o I I PER M.B. 10/7-8 & ' ` () �' ;` o � I IR.S. �O 62/53-56.CD C 0) z M 0 ; d. o M 1 I \ M.B. 72194-96 0i M Dof 0- �--\ PURPOSE OF SURVEY (n ,,� I I FD. 2 I.P. W/BRASS DISK \ � N I I STAMPED L.S. 3708 M.W.D., \ DN. 0.1', PER R.S. 62/53-56. \ THE PURPOSE OF THIS SURVEY IS TO RETRACE AND MONUMENT THE X \ BOUNDARY OF PARCEL 1 AS DESCRIBED IN GRANT DEED INSTRUMENT 0 0 P m ' I I 1 I I ` N PUBLIC UTILITY EASEMENT PER -2-26-2018. No. 2018 0069884 REC. o (,4JI I INST. N0. 102341 REC. 8-1-1972. ,�. 6 / l 44' 44' I INA I I © I I SETBACK EASEMENT PER G� O�� � / �1 1259 1 INST. NO. 20020 REC. 2-15-1973. \� �• FD. 1" I.P. TAGGED / Q� , ` O S.F.N. God R.C.E. 9876, DN. 0.4', / O PER R.S. 62/53-56. FD. 2 I.P. W/BRASS DISK ,� O �• 20 STAMPED L.S. 3708 M.W.D., ��i DN. 0.7 PER R.S. 62/53-56. ,• E , S. LINE OF LOT 2 `6'10 �� S P� PER M.B. 72/94-96. J �.�0•, -241.42 (241.39']- N 89'49'14" W 253.81' [253.82' CALC'D] �; ` O� T FD. 1-1/4" I.P. W/NAIL IN CONC., DN. 0.3 ACCEPTED . . z (p 0 0) 10 o F �� o' / '� Q / �P{ '�� , °° AS S.E. COR. OF LOT 2 PER TAG G� R.S. 62/53- 56. SET FD 2 1 P W/NAIL IN CONC. DN. L.S. 4343. W.O. 18-18 10000' 1000, M 0.5', ACCEPTED AS R/W. COR. OF `O��P �/ o�1h / M.W.D. PER R.S. 62/53-56. SET / TAG L.S. 4343. / R.S. 6215J- 56 i � CURVE DATA i nr 9 LU z) m S.F.N. 0 ti LENGTH TANGENT l0 L() O r/L� \ '00. °° �� X57. H pe) Zz0 �s�, 20 1911933" 256.00' 85.75' F- co N w p., c6 0-0 53'24'54" 256.00' 238.66' 128.80' Q .�� ��jIX __%., J \ Dc p W N LL. C�M� 58.57' �5 / / / / / / / FD 2" I.P. W/NAIL IN CONC., DN. \ 0.7', ACCEPTED AS R/W. COR. OF \ M.W.D. PER R.S. 62/53-56. SET TAG L.S. 4343. 60' 30' o' 60' 120' 180' SCALE: 1"_ 60' Q DELTA RADIUS LENGTH TANGENT l0 15'42018" 256.00' 70.17' 35.31' 20 1911933" 256.00' 85.75' 43.28' 03 53'24'54" 256.00' 238.66' 128.80' �4 7'02'08" 952.76' 116.99' 58.57' �5 13'07'30" 2010.08' 460.46' 231.24' © 3'21'36" 2010.08' 117.88' 58.95' 7 34'53950" 300.00' 182.72' 94.29' 8 53-24954" 300.00' 279.68' 150.93' 9 7'56'09" 952.76' 131.96' 66.09' 10 34'53'50" 256.00' 155.92' 80.46' 11 16'29906" 2010.08' 578.34' 291.18' 12 53'24954" 344.00' 320.70' 173.07' 13 9'56936" 902.76' 156.67' 78.53' 14 14'58118" 952.76' 248.96' 125.19' (A=15'42'32', L=70.19', R=256.001) [0=15'41'53", L=70.149, R=256.0011] (A=19"12'08", L=85.80', R=256.00') [a=19'12'47', L=85.85', R=256.00'] (A=53'24'22', L=238.62', R=256.009) (A=7'01'42", L=116.87'9 R=952.76') [A--3-21'40 X , L=117.92', R=2010.08'] CALM) (ifs=34'54'40", L=182.79', R=300.00') (A--53'24'22", L=279.63', R=300.009) [(br=34'54'40", L=155.999, R=256.00')] (A=16'28'57", L=578.25', R=2010.08') [,&=16'28'52', L=578.209, R=2010.08'] (&=53'24'22', L=320.65', R=344.00') (,&--9'56'28', L=156.63'9 R=902.76') (&=14'58'07', L=248.10', R=952.76') SEC 3- T3S- R 4W RIV. CO. 18-094