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rs153_093V01.0%a CONVERGENCE ANGLE AT SOUTHWEST COR. SEC. 24 N.T.S. COM (COLLEGE OF THE DESERT) N= 2,210,180.266 E= 6,520,051.946 NAD83 CA ZONE 6 EPOCH DATE 2011.0 N 55.3 , 62. sss s 20 s, .90 • w 1 CGRjO ) P491 - (LA_ 911IN-TA CS2005) N= 2,152,729.43 E= 69568v729.81 NAD83 CA ZONE 6 EPOCH DATE 2011.0 WEST 1/4 COR. SEC. 24 W o N= 2,174, 617.38 E= 6,572,000.22 w p N O On p i 3E w V� SOUTHWEST COR. 10 SEC. 24 � N= 2,171,973.41 RECORD DATA PER R.S. E= 6,571,996.74 oO� �• EL= -74.72 N 89 38X" 21 W 2637.93 o� 3 GPS CONTROL DIAGRAM NTS IN THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY, STATE OF CALIFORNIA RECORD OF SURVEY OF PARCEL 1 OF LOT LINE ADJUSTMENT NO. 4054 REC. 01/08/1999 AS INST. NO. 1999-008461,9 O.R. LOCATED IN SECTION 24., TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. I5MSA CONSULTING, INC. OCTOBER - 2019 1 W 1 /4 COR. (N 89'33'26" W (N 89-33120 f 2637.99') R2 W 2638) R 1 (-)R3 INDICATES RECORD DATA PER R.S. 106/42. SEC. 24 INDICATES N 89 38X" 21 W 2637.93 3 Aft 1318.18' 1319.75' (1319.8 R1 (1319.80) R2 2 (1318.2') R1 (1318.19) R2 C 1/4 COR. SEC. 24 DK Of V_ NOW •- O r- Q • r- - . Cj N� POSITION INUNDATED WITH w cjf TAMARISK TREES N UNABLE TO SETLO � .= .00?o PONNN N N^N t7�� N 89'38' 1"0" W 1319.35' N N (N 89033'10 W 1319.35) R 1 n N ' (0N N N r ww V W j00 e\ �w,^ cr_ 00 ONN MO . r... �N� WOfof ►'7 in O O r•- cflOO �� o00 'ty^� •� 00 00� �- '�^V �N w Vim/'\� O O � . � V_ry N 0) 00 00 Z Z SEE DETAIL •C• Z`-- (20.00') R3 cU N --. tO �- O ���N N 4 BELOW �� 20.00' (1320.55) R2 ,� �, ��4 N N N 1321.35' R2 ( ) , / (N 89 33 00 W 1320.5) R1 11 (0 � N w ! 1320.53 N w �1321.31 N 89037158"W 2641.84' w w tones© (N 89-32)08"' W 2641.90) R2 6 / r 0 0 0 0 30.03' (30.00') R2 �- ---'' SEE DETAIL 'A• ,�N �� N 'oo 0 o 0 o p coo Z N Q�Q N AT RIGHT 0 o o 0 Z Z� % f. w Vcy- w w N N Z O � �^ .-I'� • 00 .- Z ... 00 / DO �O �� C. PARCEL 1 � t� C L*L*Ae 4054 �w N c� w �^� • C7!. T_ (N 89'31'53" W 1322.13') �R2 N 893747 W 1322.09 I NST. -" 00 N0. 1999-008461 �� �,-- v- o .O MNN REC. 01 08 1999 O.R. Nv_ NN 06 ,nMn `'�- MN NE COR. SW ` 1/4 SW 1/4 20' 0.65' 9.97' SEC. 24ce- N �N w r �� �� DETAIL •C• �o ow NOT TO SCALE r.0 co CO 23 24SEEsw coR. o DETAIL •B• SEC. 24 1322.91, R2 1322.75 R 1 M AT RIGHT 1302.82 / 1322.8 18 58TH AVENUE N 89'37935" W 2645.74' 302.87' 1322.87' / 7 (N 89'32'35" W 2645.5' R 1 1322.75, R 1 9 1322.91 R2 10 26 25 N 89031'50"'. '"' W 2645.82, R2 N 89 31 50 W 2645.77 R3 -'0.01 S 1/4 COR. SEC. 24 MONUMENT NOTES FljFD. 1 " I.P. OPEN, NO ID, DN 0.4', PER R.S. 129/80, ACCEPTED AS WEST 1/4 COR. SEC. 24. Q FD. 1 " I.P. W/TAG, ILLEGIBLE, DN 0.6' IN CONCRETE, IN LIEU OF 2" I.P. PER R.S. 129/80, ACCEPTED AS NW COR. NE 1/4 SW 1/4 SEC. 24. FD. DETERIORATED 3/4" I.P. OPEN, NO ID, DN 0.6', PER R.S. 129/80, ACCEPTED AS CENTER 1/4 COR. SEC. 24. REPLACED W/ 1" I.P. W/PLASTIC PLUG "P.L.S. 4989", FLUSH. F-41 FD. COPPERWELD, NO ID, DN 0.5', PER R.S. 129/80, ACCEPTED AS NW COR. SW 1/4 SW 1/4 SEC. 24. F5-] FD. 1 " I.P. OPEN, NO ID, DN 0.6', PER R.S. 129/80, ACCEPTED AS INT. E'LY R/W LINE JACKSON STREET AND N'LY LINE SW 1/4 SW 1/4 SEC. 24. F-61 FD. DISTURBED 1" I.P. W/TAG "LS 8270", DN 1.0', PER R.S. 129/80. MONUMENT FOUND LEANING NORTH 0.65' OF N'LY LINE OF R.S. 129/80. SEE DETAIL "C" F71 FD. MAG NAIL & WASHER STAMPED "RIV CO TRANS", DN 0.3', PER CORNER RECORD 2016-0516, ACCEPTED AS SW COR. SEC. 24. ® FD. 1 " I.P. W/TAG IS 7083", FLUSH, PER R.S. 129/80, R.S. 134/88 & CORNER RECORD 2007-0525, ACCEPTED AS SE COR. SW 1/4 SW 1/4 SEC. 24. E9fl FD. 1 It I.P. W/TAG IS 7083", FLUSH, PER CORNER RECORD 2007-0526, ACCEPTED AS PL PROD PER R.S. 106/42. 10 FD. 1 It I.P. W/TAG IS 7083", FLUSH, PER CORNER RECORD 2007-0526, ACCEPTED AS SOUTH 1/4 COR. SEC. 24. R11 FD. 3/4" I.P. W/TAG "RCE 24176", DN 0.2', PER R.S. 106/42, NOT ACCEPTED AS LOT CORNER. POSSIBLY DISTURBED BY FENCE INSTALLATION. SEE DETAIL "A". CU N 89'43'00" W 00 N 20.00' c° 0.10' 0 N to M �- POSITION INACCESSIBLE UNABLE TO SET NE COR. SE 1/4 SW 1/4 SEC. 24 DETAIL •A• NOT TO SCALE w 20' N LO 04 1302.82'• I w I M I I 1302.87 20.009 -�*-- 2645.74- 9 S 1/4 COR. SEC. 24 N Iq lo coN DETAIL •B• NOT TO SCALE Of 300' 600' 900' 1200' SCALE 1 "=300' -OD 69 9q3 (> KI (e--) )a I SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS DAY OF rC, Co a 20,�p , AT ?.M. 3, IN BOOK JrS �_ OF RECORDS OF SURVEY, AT PAGE cJ.3 AT THE REQUEST OF THE COUNTY SURVEYOR. NO. Joao -00�,9' 393 00 FEE PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: r,i�_�,�� V14.DEPUTY SURVEYOR'S STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE LSO s BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT, AT THE REQUEST OF GENFLORA, INC., IN OCTOBER OF 2019. � CHARLES R. HARRIS a No. 4989 DATE: J A IN. OF CAS-�F� CHARLES R. HARRIS P.L.S. 4989 COUNTY SURVEYOR'S STATEMENT LAN� s THIS -", MAP HAS BEEN EXAMINED IN ACCORDANCE ��v��\� �-• M����G��� WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT, THIS DAY ;0 OF ��'� 20No. 8488 Exp. 12/31/20 Q' DAVID L. McMILLAN P.L.S. 8488 �9TFFO��\ COUNTY SURVEYOR EXP 12/31/20 �F CA�-� SURVEYOR'S NOTES THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, NAD 83 (EPOCH 2011.0), BETWEEN CONTINUOUS OPERATING REFERENCE STATIONS (CORS) "COTD" (COLLEGE OF THE DESERT) AND "P491" (LA QUINTA CS2005). TAKEN AS: N 40'16'30.20" W BEARINGS AND DISTANCES SHOWN ARE GROUND. TO OBTAIN GRID DISTANCES, DIVIDE GROUND DISTANCES BY 0.999975989. THE CONVERGENCE ANGLE OF GRID NORTH IS 0001'07" AT THE SOUTHWEST CORNER OF SECTION 24, USING AN ELEVATION OF -74.72' 0 INDICATES FOUND MONUMENT AS NOTED. 0 INDICATES SET 1" I.P. "P.L.S. 4989", FLUSH. (-)R1 INDICATES RECORD DATA PER R.S. 14/78. (-)R2 INDICATES RECORD DATA PER R.S. 129/80. (-)R3 INDICATES RECORD DATA PER R.S. 106/42. q INDICATES CENTERLINE SURVEYOR'S STATEMENT GROUND SURVEY WORK WAS CONDUCTED ON OCTOBER 7, 2019. THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE BOUNDARY OF PARCEL 1 OF LOT LINE ADJUSTMENT N0. 4054 REC. 01/08/1999 AS INST. N0. 1999-008461, O.R. RIV* CO. 19-130 J*N* 2558