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rs146_017-017DETAIL •A• N.T.S. / w / rn N I � I 0 I �o � I 1 N M / 0 � N � 0' 300 600' 900' 1200' SCALE 1 "=300' ou I n hvcivuc IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY IN A PORTION OF THE SW 1/4 SECTION 11., T.4S, R.5E.,, S.B.M. I 71 D MA CONSULTING, INC. OCTOBER - 2015 MONUMENT NOTES QA FD. COPPERWELD STAMPED, IS 4664", FLUSH, PER CORNER RECORD 2013-0755, ACCEPTED AS THE SOUTHWEST COR. OF SEC. 11 RB FD. 3 1/2" BRASS DISC STAMPED, "U.S. DEPARTMENT OF THE INTERIOR BLM T4S R5E S 10 S 11 2006", UP 0.51, PER BLM PLAT DATED 6/26/2007, ACCEPTED AS THE WEST QUARTER COR.- OF SEC. 11 © FD. 3/4" I.P. W/PLASTIC PLUG, "LS 4146", DN. 0.19, PER PM 169/89-90, ACCEPTED AS THE CENTER QUARTER COR. SEC. 11 D❑ FD. 3 1/2" BRASS DISC STAMPED, "U.S. DEPARTMENT OF THE INTERIOR BLM T4S R5E S11 S12 S13 S14 2006", UP 0.4', PER BLM PLAT DATED 6/26/2007, ACCEPTED AS THE SOUTHEAST COR. OF SEC. 11 PM 169/89-90 BASIS O BE F AR/NGS 35,4 '33'3 " 339, 04 8 w GRAD ) "CAL DOT" STAN DAR D BRASS ---j DISK, IN IP, IN CONCRETE BASE, STAMPED "RIV 10-39.4, 1999", FLUSH PER RIV. CO. FIELD BOOK 2197 SURVEY NO. 6190 N 2253141.517 E 6497497.261 JG 1 DI rRvrvrX 1 1v1v moo - os "CAL DOT" STANDARD BRASS DISK, IN IP, IN CONCRETE BASE, STAMPED "RIV 10-40.09 1999", FLUSH, PER RIV. CO. FIELD BOOK 2197 SURVEY NO. 6190. N 2251205.402 E 6500217.672 ao I 1p -0 1615 qb SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS 1104h DAY OF uma(ah 9 20 AT ID *34 M. 9 IN BOOK jq(A OF RECORDS OF SURVEY, AT PAGE AT THE REQUEST OF THE COUNTY SURVEYOR. No. FEE PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: U I 1 1 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 THE CIN OF CATHEDRAL CIN IN OCTOBER OF 2015. DATE: QrG � �I g • � CHARLES R. HARRIS p CHARLES R. HARRIS P.L.S. 4989 EXP. 12/31/17 No. 4989 Q' COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESS ONAL LAND SURVEYORS' ACT, THIS / DAY OF 20. RICHARD G. LANTIS P.L.S. 7611 COUNTY SURVEYOR EXP. 12/31/16 COUNTY SURVEYOR'S STATEMENT LA�p G. a � No. 7611 * Exp. 12-31-16 kp Q CA��F�� i N s THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF 4,392'1'so RECORDING OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS 4.12' c Iy RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2(COMMENCING WITH SECTION 66410 OF W 1/4 COR. SEC. 11 N 292489515.350 TITLE 7 OF THE GOVERNMENT CODE. THE PARCEL(S) SHOWN ON THIS E 6,503,692.142 SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT W BE BUILDABLE PARCEL(S). > �^ 0 W sj rn 0 Lo �c•Qi < o'- RICHARD G. LANTIS P.L.S. 7611 OJ Q � � > Z w COUNTY SURVEYOR EXP. 12/31/16 Q N � o SURVEYORS NOTES 30TH AVENUE SW COR. SEC. 11 N 2,2459874.123 E 63,5039726.459 EL 325.34' GPS CONTROL DIAGRAM NTS -0'06' 17" CONVERGENCE ANGLE AT THE C/L INTERSECTION OF 30TH AVENUE AND DAVALL DRIVE N.T.S. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, AS DETERMINED LOCALLY BY THE LINE BETWEEN CONTROL PT "RIV 10-39.4" (39004) & CONTROL PT "RIV 10-40.0" (400) PER CALTRANS SURVEY CONTROL SHEET 311404-3 & DATA SHEET DATED 9, SEPT 1999 IN RIVERSIDE COUNTY FIELD BOOK 2197 SURVEY NO. 6190. TAKEN AS: N 54'33'38" W BEARINGS AND DISTANCES SHOWN ARE GROUND. TO OBTAIN GRID DISTANCES, MULTIPLY GROUND DISTANCES BY 0.999991596. THE CONVERGENCE ANGLE OF GRID NORTH IS —0'06' 17" AT THE SOUTHWEST CORNER OF SECTION 11 USING AN ELEVATION OF 325.34'. 0 INDICATES FOUND MONUMENT AS NOTED. Q INDICATES SET 1" I.P. FLUSH, "P.L.S. 4989". (—) INDICATES RECORD DATA PER P.M. 169/89-90 [—] INDICATES RECORD DATA PER DOC. N0. 454500, REC.12/28/1989 O.R. UPRR INDICATES UNION PACIFIC RAILROAD R/W INDICATES RIGHT OF WAY SFN INDICATES SEARCHED FOR MONUMENT, FOUND NOTHING GROUND SURVEY WORK WAS CONDUCTED ON OCTOBER 7, 2015 THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE BOUNDARY OF THE SUBJECT PARCEL PER INST. N0. 2010-0543316, REC. 11/10/2010 O.R. AND TO RE—SET THE SOUTH 1/4 CORNER OF SECTION 11. RIV. CO. 15-115 J.N. 2134