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rs159_073-074DATE OF SURVEY: DECEMBER, 2021 BASIS OF BEARINGS AND DATUMS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 6, NAD 83 (EPOCH 2017.50), BETWEEN CONTINUOUS OPERATING REFERENCE STATIONS (CORS) P477 AND ECFS, BEING N59°19'17"W. BEARINGS AND DISTANCES SHOWN ARE GROUND. TO OBTAIN GRID DISTANCES, MULTIPLY GROUND DISTANCES BY 0.99991393. THE CONVERGENCE ANGLE OF GRID NORTH IS -00'31'17.25" AT POINT 10007 USING AN ELEVATION OF 1096.90'. GPS PROCESSING AND NETWORK ADJUSTMENT WAS CONTROLLED BY USING THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) HOLDING THE PUBLISHED ELEVATION OF 1155.385' ON COUNTY OF RIVERSIDE BENCHMARK 600-14-68, AND MODELED USING GEOIDI8. RECORD REFERENCES: R1 PARCEL MAP 26183, P.M.B. 185/7-8 R2 RECORD OF SURVEY, R.S.B. 62/63 R3 SD MB 8/359 D1 NOTICE OF LOT LINE ADJUSTMENT 03-010, RECORDED 12/05/2003 AS DOC. NO. 2003-957316, O.R. IN THE CITY OF MURRIETA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SRI "i'll•iilll ...-n .ii • PARCEL A OF LOT LINE ADJUSTMENT NO. LLA#03-010 RECORDED AUGUST 27, 2003 AS INSTRUMENT NO. 2003-662099 AND RE-RECORDED DECEMBER 05, 2003 AS INSTRUMENT NO. 2003-0957316, BOTH OF OFFICIAL RECORDS TOGETHER WITH A PORTION OF PARCELS 1 AND 2 OF PARCEL MAP 21683 RECORDED IN BOOK 185, PAGES 7 AND 8 OF PARCEL MAPS LOCATED IN SECTION 21, TOWNSHIP 7 SOUTH, RANGE 3 WEST S.B.M. J. MARTY SMITH, L.S. 8070 FUSCOE ENGINEERING, INC. PURPOSE OF SURVEY PURPOSE OF SURVEY IS TO COMPLY WITH SECTION 8762(b)(4) OF THE PROFESSIONAL LAND SURVEYORS ,,,o ol'a. os(oq Li 3 c �3 SHEET 1 OF 2 RECORDER'S STATEMENT FILED THIS at DAY OF Du&,%6_✓ . 2022 ATIL/ A.M. IN BOOK 15!' RECORDS OF SURVEY, AT PAGE 73=7y AT THE REQUEST OF THE COUNTY SURVEYOR. - No. go = -o FEE I11°% PETER ALDANA, ASSESSOR -COUNTY CLERK RECORDER BY:DEPUTY COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFE IONAL LAND SURVEYORS' ACT, THIS DAY OF E�FG , 20 03. /O �_A N D SGS\ ECFS ACT.DAVID L. McMILLAN, COUNTY SURVEYOR � MCMILLAN 0 N:2181264.26 L.S. NO. 8488 E:6208132.80 \ 8488 .4 \ \ y� \�\\ SOF cf ••••••••••••••••• ............................... \\ \\ SURVEYOR'S STATEMENT N41°39 15 W 22.09 \ \ \ THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION N41'39'15"W 1231.64' (1232.04' R1) \ \\ , \ \ IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS 334.89' (335.00' R1) 217.93' (218.00' R1) \ \\ \ ACT AT THE REQUEST OF JPI COMPANIES, IN DECEMBER 2021. ? N8° 14'28"E 61.10'(61.12' Dl) \ \ \N61 , I \ N81'45'32"W 1 I ( w \\ \�J1 F �o SAND _00A 29.33' (29.29' Dl) o��q op cr)x\3 J. MART Y SMITH N1� 7�, 00 0 J. ART4SMITH, 8070 DATE co p O OJ 4 v \ \ \ \ \ 0) ��� 807a "' "' C° a M I N41'37'03"W I DETAIL A \\ \ OF cP� 0 rn rn w �p N32' 14 ' „ 6 24„W , `• \ 7 c° C-4 s SS 01 W N41'37 03 W I N47'5 77.50 SCALE: 1 = 80 c \\ \ z m N73�3,6p� 70.44' 127.71 ' 141.34 (M&D 1) p"., (M&D1 141.36' D1) \\\ !y (M&D1) ( , , 2 \ \ S� 1 1 \ \ � 4 0��� 4 � \\ w 4 N 3 \ \\ � db I j S \ �\ \ GF 10008 9 7 ��'p \ MURRIETA HOT MONUMENT AND ESTABLISHMENT NOTES: ® INDICATES GPS MONUMENT AS INDICATED IN GPS CONTROL DIAGRAM • INDICATES FOUND MONUMENT AS NOTED BELOW 10007 m 10012 10013 O 0 O 0 70 \ q SPRINGS ROAD qs S , I N48' 15 08 E 1320.87 ...................................................................................................................... s 0F.29 10007 �(,OscsJ 60 \ N41'42'50"W 5.26' N3s'c�S'\\ \\\ FOUND PUNCHED 3" BRASS DISK IN WELL, NO REFERENCE, DN. 05. ACCEPTED AS THE CENTERLINE INTERSECTION of LOS ALAMOS �J \ \ Is, ROAD AND JEFFERSON AVENUE.rnl �X- \ \ �\NS \\\ FOUND PUNCHED 3” BRASS DISK STAMPED "LS 6359" IN WELL, PER M.B. 374/67-69 DN. 0.6'. ACCEPTED AS THE CENTERLINE rnl \� �� INTERSECTION OF JEFFERESON AVENUE AND MURRIETA HOT SPRINGS ROAD. FOUND 1" I.P. WITH TAG "LS 6153" IN WELL, PER R.S.B. 96/9, DN. 0.6'. ACCEPTED THE CENTERLINE INTERSECTION OF MADISON v \ AVENUE AND MURRIETA HOT SPRINGS ROAD. FOUND 1 I.P. WITH TAG R.C.E. 23464", PER R1, DN. 0.2'. ACCEPTED AS THE SOUTHEAST CORNER OF PARCEL 2 OF PARCEL, MAP NO. 26183.f \ \�Qp _ \ x•93, FOUND 1" I.P. WITH TAG "R.C.E. 23464", PER R1, FLUSH. ACCEPTED AS THE SOUTHWEST CORNER OF PARCEL 2 OF PARCEL MAP 00 N A NO. 26183 \ J FOUND 2" I.P. WITH TAG "LS 6896", NO REFERENCE, DN. 0.2'. ACCEPTED AS THE NORTHWEST CORNER OF PARCEL 1 OF PARCEL C6 \ \\\ MAP NO. 26183. �-� \ "LS FOUND 1" I.P. WITH TAG 6153" IN WELL, PER R.S.B. 96/9, DN. 0.6'. ACCEPTED AS THE CENTERLINE INTERSECTION OF LOS i\\ GRID NORTH ALAMOS ROAD AND MADISON AVENUE. CONVERGENCE ANGLE INDICATES ESTABLISHED BY PROPORTION. / h0' DETAIL B AT 10007 �� v =-00 31 17.25 P477 N:2127664.30 INDICATES ESTABLISHED BY RECORD DISTANCE PER D1. SCALE: 1" = 30' GPS CONTROL DIAGRAM E:6298482.23 NOT TO SCALE INDICATES ESTABLISHED BY INTERSECTION. .................................................................................................................... INDICATES ESTABLISHED AT RECORD ANGLE AND DISTANCE PER D1. SEE SHEET 2 FOR EASEMENT NOTES RIV CO 22-048 IN THE CITY OF MURRIETA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PARCEL A OF LOT LINE ADJUSTMENT NO. LLA#03-010 RECORDED AUGUST 27, 2003 AS INSTRUMENT NO. 2003-662099 AND RE—RECORDED DECEMBER 05, 2003 AS INSTRUMENT NO. 2003-0957316, BOTH OF OFFICIAL RECORDS TOGETHER WITH A PORTION OF PARCELS 1 AND 2 OF PARCEL MAP 21683 RECORDED IN BOOK 185, PAGES 7 AND 8 OF PARCEL MAPS LOCATED IN SECTION 21, TOWNSHIP 7 SOUTH, RANGE 3 WEST S.B.M. J. MARTY SMITH, L.S. 8070 FUSCOE ENGINEERING, INC. SEE DETAIL A ON SHEET 1 MADISON AVENUE N41'39'15"W 2643.14' (2643.36' R1) 1321.57' (1321.36' R 1) 1321.57' (1322.00' R 1) (1321.73' R2) :..........:o................................ ......... N41'39'15"W 1231.64' (1232.04' R1) Lno 2 334.8Qa9's (p33�O5p �.'0o0' R 1) Z (IQ (2a�1o 7�.9�3' - 78.8'c (6 9.04 ' R 1)1001 8.00' R1 IIN3'17�'4.8"E qw00 N 00 ° 3250 _cos) 5EE DETAIL B ON SHEET 1 A 7 �,Nw %,N�� (D - % � g _�w oq %U 22.63' (1322.68' R2) n 00 Lq 00 rn � `- N w 0 4- z 334.53' (334.75'R 1) 217.88' (218.00' R1) 10010 N41'39'19"W o1v g@ � pL,1Ln5 `V' �L5 La 769.42' (769.28' R 1) �I 702.42' (702.28' R 1) I 1321.83' (N41 -37'22"W 1322.03' R1) 04 dog daac Qod��4�La� aoo 0��090 D06o annon �30n0�3�flg�1�39C�� OaG3o 00 rn 00 rn co Lq �I I ( 134' 67'' 67' I e I PG1G3C�Gd 9 I 67 ESTABLISHED BY PROPORTION PER R3 c ------------------- I 1322.63' (1322.68' R2)In CD Ln N41°35'56"W 2645.25' (2645.36' R2) JEFFERSON AVENUE Ln P oOG3U [nl d©4 fl0 @DD CSO W.190 0�3gfl M @2§@@ o 55' 122' a00 -,a o5og93a SHEET 2 OF 2 150' 0' 75' 150' 300' SCALE: 1 " = 150' EASEMENT NOTES FA AN EASEMENT IN FAVOR OF CITY OF MURRIETA FOR FLOOD CONTROL AND INCIDENTAL PURPOSES, RECORDED JUNE 01, 1987 AS INSTRUMENT NO. 152318 AND RE-RECORDED JUNE 09, 1987 AS INSTRUMENT NO. 163173 OF OFFICIAL RECORDS. EAN EASEMENT IN FAVOR OF CITY OF MURRIETA FOR PUBLIC ROAD, UTILITY AND INCIDENTAL PURPOSES, RECORDED APRIL 08, 1993 AS INSTRUMENT NO. 131208 OF OFFICIAL RECORDS. ❑C AN EASEMENT IN FAVOR OF CITY OF MURRIETA FOR PUBLIC STREET AND INCIDENTAL PURPOSES, RECORDED SEPTEMBER 14, 2004 AS INSTRUMENT NO. 2004-0728608 OF OFFICIAL RECORDS. o N°'— bo C'4 04 N to N I N N 60 0o i� z M ............... o .............................� ...... oq %U 22.63' (1322.68' R2) n 00 Lq 00 rn � `- N w 0 4- z 334.53' (334.75'R 1) 217.88' (218.00' R1) 10010 N41'39'19"W o1v g@ � pL,1Ln5 `V' �L5 La 769.42' (769.28' R 1) �I 702.42' (702.28' R 1) I 1321.83' (N41 -37'22"W 1322.03' R1) 04 dog daac Qod��4�La� aoo 0��090 D06o annon �30n0�3�flg�1�39C�� OaG3o 00 rn 00 rn co Lq �I I ( 134' 67'' 67' I e I PG1G3C�Gd 9 I 67 ESTABLISHED BY PROPORTION PER R3 c ------------------- I 1322.63' (1322.68' R2)In CD Ln N41°35'56"W 2645.25' (2645.36' R2) JEFFERSON AVENUE Ln P oOG3U [nl d©4 fl0 @DD CSO W.190 0�3gfl M @2§@@ o 55' 122' a00 -,a o5og93a SHEET 2 OF 2 150' 0' 75' 150' 300' SCALE: 1 " = 150' EASEMENT NOTES FA AN EASEMENT IN FAVOR OF CITY OF MURRIETA FOR FLOOD CONTROL AND INCIDENTAL PURPOSES, RECORDED JUNE 01, 1987 AS INSTRUMENT NO. 152318 AND RE-RECORDED JUNE 09, 1987 AS INSTRUMENT NO. 163173 OF OFFICIAL RECORDS. EAN EASEMENT IN FAVOR OF CITY OF MURRIETA FOR PUBLIC ROAD, UTILITY AND INCIDENTAL PURPOSES, RECORDED APRIL 08, 1993 AS INSTRUMENT NO. 131208 OF OFFICIAL RECORDS. ❑C AN EASEMENT IN FAVOR OF CITY OF MURRIETA FOR PUBLIC STREET AND INCIDENTAL PURPOSES, RECORDED SEPTEMBER 14, 2004 AS INSTRUMENT NO. 2004-0728608 OF OFFICIAL RECORDS. 55' 122' a00 -,a o5og93a SHEET 2 OF 2 150' 0' 75' 150' 300' SCALE: 1 " = 150' EASEMENT NOTES FA AN EASEMENT IN FAVOR OF CITY OF MURRIETA FOR FLOOD CONTROL AND INCIDENTAL PURPOSES, RECORDED JUNE 01, 1987 AS INSTRUMENT NO. 152318 AND RE-RECORDED JUNE 09, 1987 AS INSTRUMENT NO. 163173 OF OFFICIAL RECORDS. EAN EASEMENT IN FAVOR OF CITY OF MURRIETA FOR PUBLIC ROAD, UTILITY AND INCIDENTAL PURPOSES, RECORDED APRIL 08, 1993 AS INSTRUMENT NO. 131208 OF OFFICIAL RECORDS. ❑C AN EASEMENT IN FAVOR OF CITY OF MURRIETA FOR PUBLIC STREET AND INCIDENTAL PURPOSES, RECORDED SEPTEMBER 14, 2004 AS INSTRUMENT NO. 2004-0728608 OF OFFICIAL RECORDS.