Loading...
rs147_084=Mob C" a d k a n IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA ENG/NEERS RIVERSIDE, CA RECORD OF SURVEY JULY 2016 BEING A SURVEY OF PARCEL X OF CERTIFICATE OF COMPLIANCE LOT LINE MERGER N0. 2002-341, PER DOCUMENT RECORDED FEBRUARY 19, 2003 AS INSTRUMENT N0. 2003-113878 OF OFFICIAL RECORDS, S -RS IN SECTION 21, TOWNSHIP 4 SOUTH, RANGE 5 EAST, S.B.M. 4 17 6 _ SNF 2 1 � RAMON ROAD N. W. COR. SEC 21 FD COPPERWELD MON. MARKED AS SHOWN PER CR 14-0414 N w 00 c6 w 0 of N w c6 coo N m FD 1 1/4"1P, NO TAG, DOWN 1.0'. ACCEPTED AS 1/4 CORNER PER MB 134/16-17. SET LS 5390 PLASTIC PLUG SNF 806.28'(806.34'R2)v v �v 2298-'(322.98'Rl) L4 _ _ 170.00 33RD AVE. N78,50,36 �� E R ,21929"E R N79 � PG SNF SNF SNF NE COR. PCL 3, PMB 157173-77 PARCEL X LOT MERGER N0. 2002-341 co 003 �� 3878 O.R. � I W Q 0 Z 1= Z PALM SPRINGS OUTPOST LO MISSION INDIAN LINE BEARING LENGTH TRAIL Ll o � ob �. 42.34'R3 FD PK NAIL, FLUSH, L2 S89'38'55 "W 34.86' NO REF. ACCEPTED IN © TRACT IMO. 16892-1 N601 1 '46V 176.96' LIEU OF COPPERWELD S89 -45'38V PER CR 12-0300 MH tl X36 / 16-17 SO -40'56V 9.99' (SO-19*51V 10.00'R 1) (SO.36'04 V 9.89'R3) L6 N89'42'44 "E 90.60' N89'40'05 "E 90.50#Rl) N89'57' 16 "E 90.23'R3 (N89041'03"E 393.54'R3) SO' 19'35 "E 30.00 91f- N89'40'09 "E 393.50' R 1) L5 S00' 14441" E 65.04'R3 ' N89.42 44 E 393.14 FD 2" I.P., TAGGED t6 S y ' � L6 L.S. 2344, PER P.M.B. DOWN 24", 157/73-77. � R F D R /vE ^ � w M_ O w FD 1 114" I.P. TAGGED L.S. � w� N N 5128, DOWN 3 , PER M. B. O 134/16-17 & CR 01-361 Lo 20 21- O w 29 D PALM SpRD1 OS OUTPOST 170.00 �w� z N89 38'55"E 976.52' (N89'039'16"E 976.74'R2) MB 21 D 30-31 r<0) T4S-R5E VJ Q /r'��, - V_ o 1 N w O o oo SEC. 21, T. 4S., R. 5E. RS 16-123 N `0 zo Q 30 $' wct o N o � 00 w v Q LO Z � FD BRASS CAP, STAMPED L.S. 4146, FLUSH, PER P.M.B. 157/73-77. �, o FD COPPERWELD MONUMENT DOWN 0.3 , ILLEGIBLE. ACCEPTED °-° PER P.M.B. 157173-77 (N89 -45`10'"E 97734-R2) N89 `45'38 "E 9 76 28' z SNF 806.28'(806.34'R2)v v �v 2298-'(322.98'Rl) L4 _ _ 170.00 33RD AVE. N78,50,36 �� E R ,21929"E R N79 � PG SNF SNF SNF NE COR. PCL 3, PMB 157173-77 PARCEL X LOT MERGER N0. 2002-341 co 003 �� 3878 O.R. � I W Q 0 Z 1= Z PALM SPRINGS OUTPOST 0 Ce CO 4 N N i1 �o 0 00 C5 �► o� N w w �co w N to • o. Q N $3.48' 14"E R PCC S89.29'33"E(R PRC N V w 0 o � N ca N i (N89046"08"E) (139.67JRj) 89 045 33 140.00' SNF(D i LOT 162 SO*19'35 "E 65.01 ' (SO18-'29nE 65.00, R3) 140. DO' S89 45 33 SNF 3O (S89-046"10vW) (139.64-'R3) w LO w Com] � Q1 o Ca Q m N N rn � N � RTEGA ROAD "? FD COPPERWELD N STAMPED LS 4146, o _ ``' _ FLUSH, NO REF. ACCEPTED AS CL INT. -5 rn o o 0 O N N -inQ - w N o o V) w o rn Cr N ca 1 " = 200' w - Nw O © A W PALM SPRNMS OUTPOST N UNdT NO.2 Mo 25/61-62 SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS -11-+' DAY OF �-TQl�lelA!'�, 2017 AT !VISR-A.M. IN BOOK AI- OF RECORD OF SURVEYS, AT PAGES __ e) -q- , AT THE REQUEST OF THE COUNTY SURVEYOR. NO. D01 FEE--l- PETER ALDANA ASSESS -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 JACOB LEVY ON JUNE 15, 2016 Zo ( 7 DATE � ti LS 5390 yt EXP. 9-30-18 EDY P. ADKISON, L.S. 5390 LICENSE EXPIRES: 9-30-2018 9 OF RIVERSIDE COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SE ON 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS DAY OF _ fL„ �4� � 2017. G. F� � No. 7611 un * Exp. 12-31-18 CA RICHARD G. LANTIS OUNTY SURVEYOR L.S. 7671, EXPIRES 12-31-2018 PURPOSE OF SURVEY THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE CORNERS OF THAT CERTAIN PARCEL DESCRIBED IN CERTIFICATE OF COMPLIANCE LOT LINE MERGER NO. 2002-341, RECORDED FEBRUARY 19, 2003 AS DOCUMENT N0. 2003-1 7 38 78 OF OFFICIAL RECORDS. SAID DOCUMENT DESCRIBED THE EASTERLY LINE OF PARCEL 3, PMB 757/73-77, ALSO BEING THE WESTERLY UNE OF MB 25161-62, WITH NUMEROUS ANGLE POINTS. WE HAVE ESTABLISHED THE LINE STRAIGHT, WITHOUT ANGLES, FROM 33RD AVENUE TO DINAH SHORE DRIVE (FORMERLY 34TH AVENUE) IN ACCORDANCE WITH THE SENIOR RIGHTS OF THE ADJOINING LOTS OF SAID MB 25/61-62. BASIS OF BEARINGS THE WEST LANE OF SECTION 21, T.4S., R.SE., SBM, BEING NORTH 00' 19' 17" WEST PER PMB 157/73-77 WAS HELD AS THE BASIS OF BEARINGS FOR THIS MAP. SURVEYOR'S NOTES 1 -INDICATES FOUND MONUMENT AS NOTED O -INDICATES SET 1 "IP & LS 5390 PLASTIC PLUG, FLUSH EXCEPT AS NOTED BELOW -SET NAIL & LS 5390 TAG IN TOP OF WALL -SET NAIL & LS 5390 TAG IN CONC. UTILITY DUCT WORK -SET NAIL & LS 5390 TAG IN BACK OF CONC. SIDEWALK 4Q -SET NAIL & LS 5390 TAG IN CONC. WALL FOOTING SNF -INDICATES SEARCHED, NOTHING FOUND DATES OF SURVEY: JUNE 21 AND DECEMBER 29, 2016 ( )-INDICA7ES RECORD DATA PER REFERENCE LISTED BELOW (Rl) -INDICATES RECORD DATA PER TRACT N0. 16892-1, MB 134/16-17 (R2) -INDICATES RECORD DATA PER PM N0. 23865, PMB 157/73-77 (R3) -INDICATES RECORD DATA PER CERTIFICATE OF COMPLIANCE, LOT LINE MERGER N0. 2002-341, RECORDED 2-19-2003, DOC. N0. 2003-113878 O.R. (R4)-INDICA7ES RECORD DATA PER PALM SPRINGS OUTPOST UNIT N0. 2, MB 25/61-62 (R5)-INDICA7ES RECORD DATA PER PALM SPRINGS OUTPOST, MB 21/30-31 CURVE TABLE CURVE DELTA RADIUS LENGTH Cl d=6'42'13" R=2000.00' L=234.00' L1=6.42'16" R=2000.00' L=234.03' R3 C2 1642'13" R=2000.00' L=234.00' 4=6'42'16" R=2000.00' L=234.03' R3 C3 1-=0'30 53 =33040.00 L=296.82 (t-=0'30'53" R=33040.00' L=296.83' R3 LO UNOT No. 2 LINE BEARING LENGTH o MH 25 / 61-02 Ll o � ob �. 42.34'R3 • O N 0 Ce CO 4 N N i1 �o 0 00 C5 �► o� N w w �co w N to • o. Q N $3.48' 14"E R PCC S89.29'33"E(R PRC N V w 0 o � N ca N i (N89046"08"E) (139.67JRj) 89 045 33 140.00' SNF(D i LOT 162 SO*19'35 "E 65.01 ' (SO18-'29nE 65.00, R3) 140. DO' S89 45 33 SNF 3O (S89-046"10vW) (139.64-'R3) w LO w Com] � Q1 o Ca Q m N N rn � N � RTEGA ROAD "? FD COPPERWELD N STAMPED LS 4146, o _ ``' _ FLUSH, NO REF. ACCEPTED AS CL INT. -5 rn o o 0 O N N -inQ - w N o o V) w o rn Cr N ca 1 " = 200' w - Nw O © A W PALM SPRNMS OUTPOST N UNdT NO.2 Mo 25/61-62 SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS -11-+' DAY OF �-TQl�lelA!'�, 2017 AT !VISR-A.M. IN BOOK AI- OF RECORD OF SURVEYS, AT PAGES __ e) -q- , AT THE REQUEST OF THE COUNTY SURVEYOR. NO. D01 FEE--l- PETER ALDANA ASSESS -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 JACOB LEVY ON JUNE 15, 2016 Zo ( 7 DATE � ti LS 5390 yt EXP. 9-30-18 EDY P. ADKISON, L.S. 5390 LICENSE EXPIRES: 9-30-2018 9 OF RIVERSIDE COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SE ON 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS DAY OF _ fL„ �4� � 2017. G. F� � No. 7611 un * Exp. 12-31-18 CA RICHARD G. LANTIS OUNTY SURVEYOR L.S. 7671, EXPIRES 12-31-2018 PURPOSE OF SURVEY THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE CORNERS OF THAT CERTAIN PARCEL DESCRIBED IN CERTIFICATE OF COMPLIANCE LOT LINE MERGER NO. 2002-341, RECORDED FEBRUARY 19, 2003 AS DOCUMENT N0. 2003-1 7 38 78 OF OFFICIAL RECORDS. SAID DOCUMENT DESCRIBED THE EASTERLY LINE OF PARCEL 3, PMB 757/73-77, ALSO BEING THE WESTERLY UNE OF MB 25161-62, WITH NUMEROUS ANGLE POINTS. WE HAVE ESTABLISHED THE LINE STRAIGHT, WITHOUT ANGLES, FROM 33RD AVENUE TO DINAH SHORE DRIVE (FORMERLY 34TH AVENUE) IN ACCORDANCE WITH THE SENIOR RIGHTS OF THE ADJOINING LOTS OF SAID MB 25/61-62. BASIS OF BEARINGS THE WEST LANE OF SECTION 21, T.4S., R.SE., SBM, BEING NORTH 00' 19' 17" WEST PER PMB 157/73-77 WAS HELD AS THE BASIS OF BEARINGS FOR THIS MAP. SURVEYOR'S NOTES 1 -INDICATES FOUND MONUMENT AS NOTED O -INDICATES SET 1 "IP & LS 5390 PLASTIC PLUG, FLUSH EXCEPT AS NOTED BELOW -SET NAIL & LS 5390 TAG IN TOP OF WALL -SET NAIL & LS 5390 TAG IN CONC. UTILITY DUCT WORK -SET NAIL & LS 5390 TAG IN BACK OF CONC. SIDEWALK 4Q -SET NAIL & LS 5390 TAG IN CONC. WALL FOOTING SNF -INDICATES SEARCHED, NOTHING FOUND DATES OF SURVEY: JUNE 21 AND DECEMBER 29, 2016 ( )-INDICA7ES RECORD DATA PER REFERENCE LISTED BELOW (Rl) -INDICATES RECORD DATA PER TRACT N0. 16892-1, MB 134/16-17 (R2) -INDICATES RECORD DATA PER PM N0. 23865, PMB 157/73-77 (R3) -INDICATES RECORD DATA PER CERTIFICATE OF COMPLIANCE, LOT LINE MERGER N0. 2002-341, RECORDED 2-19-2003, DOC. N0. 2003-113878 O.R. (R4)-INDICA7ES RECORD DATA PER PALM SPRINGS OUTPOST UNIT N0. 2, MB 25/61-62 (R5)-INDICA7ES RECORD DATA PER PALM SPRINGS OUTPOST, MB 21/30-31 CURVE TABLE CURVE DELTA RADIUS LENGTH Cl d=6'42'13" R=2000.00' L=234.00' L1=6.42'16" R=2000.00' L=234.03' R3 C2 1642'13" R=2000.00' L=234.00' 4=6'42'16" R=2000.00' L=234.03' R3 C3 1-=0'30 53 =33040.00 L=296.82 (t-=0'30'53" R=33040.00' L=296.83' R3 800 LINE TABLE � LINE BEARING LENGTH Ll S00'20 241 "E 42.34'R3 L2 S89'38'55 "W 34.86' S89.38'41 "E 34.86'R3 L3 N601 1 '46V 176.96' N6' 15'06 "E 176.99'R3 L4 S89 -45'38V 126.00 (S89 -45'00V 126.00'R3) L5 SO -40'56V 9.99' (SO-19*51V 10.00'R 1) (SO.36'04 V 9.89'R3) L6 N89'42'44 "E 90.60' N89'40'05 "E 90.50#Rl) N89'57' 16 "E 90.23'R3 L7 SO' 19'35 "E 30.00 (SO-19-'21'"E 29.950R3 L8 S00' 14441" E 65.04'R3 800 � GRAPHIC SCALE IMz O 200 0 100 200 400 01 Cq O, S. W. COR. SEC 21 \ y Q)I� � (IN FEET ) FD 2" I.P., TAGGED S y ' 1 inch = 200 ft. L.S. 2344, PER P.M.B. DOWN 24", 157/73-77. � R F D R /vE ^ � FD 3/4" I.P... TAGGED R.C.E. 14614, FLUSH, � NO REF. ACCEPTED AS CL INT. 20 21- 29 28806.52' (806.74 R2) 170.00 N89 38'55"E 976.52' (N89'039'16"E 976.74'R2) T4S-R5E SEC. 21, T. 4S., R. 5E. RS 16-123 800