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rs167_053-0572025- 03gg2S8 \b O t' i 9i Y1 OJ l^�j IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SURVEYOR'S STATEMENT: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY R CORD OF SURV Y DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT, AT THE REQUEST OF BBG KRG, INC. BEING A SURVEY OF THOSE PORTIONS OF THE NORTHEAST QUARTER OF SECTION 34 AND SECTION 35, IN OCTOBER 2021. TOWNSHIP 4 SOUTH, RANGE 6 WEST AND PORTIONS OF THE NORTHWEST AND NORTHEAST QUARTER OF 1pL LAN SECTION 2, TOWNSHIP 5 SOUTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, JE FREY JY LENHERR, P.L.S. 9305 REGISTRATION EXPIRES: 12/31 /2026 05/01/2025 DATE �tD * sl N0. 9305 `! \TE Di CA�tiFC�I COUNTY SURVEYOR'S STATEMENT: THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTIO 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS 23 DAY OF Ee , 2025. IANDkc " No. 8488 z DAVID L. McMILLAN, COUNTY SURVEYOR L.S. 8488 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM (CCS83), ZONE 6, NORTH AMERICAN DATUM 1983 (NAD83) BASED LOCALLY ON CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS), "CNPP", ,MLFP", AND "PPBF" AS SHOWN HEREON. ALL BEARINGS SHOWN HERON ARE GRID BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCES. ALL DISTANCES SHOWN ARE GROUND DISTANCES, UNLESS OTHERWISE NOTES. TO OBTAIN GRID DISTANCES MULTIPLY GROUND DISTANCES BY A COMBINATION FACTOR OF 0.99993664 DERIVED LOCALLY AT POINT "A" THE MAPPING ANGLE AT POINT "A" IS-0°40'43.73" KIMLEY-HORN APRIL 2025 PURPOSE STATEMENT: THE PURPOSE OF THIS RECORD OF SURVEY IS TO LOCATE AND MONUMENT THE BOUNDARY LINES OF DOCUMENT NO. 2022-0225948, OFFICIAL RECORDS OF RIVERSIDE COUNTY " MLFP" N: 2,279,468.185 E: 6,237,668.034 * sl N0. 9305 `! \TE Di CA�tiFC�I COUNTY SURVEYOR'S STATEMENT: THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTIO 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS 23 DAY OF Ee , 2025. IANDkc " No. 8488 z DAVID L. McMILLAN, COUNTY SURVEYOR L.S. 8488 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM (CCS83), ZONE 6, NORTH AMERICAN DATUM 1983 (NAD83) BASED LOCALLY ON CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS), "CNPP", ,MLFP", AND "PPBF" AS SHOWN HEREON. ALL BEARINGS SHOWN HERON ARE GRID BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCES. ALL DISTANCES SHOWN ARE GROUND DISTANCES, UNLESS OTHERWISE NOTES. TO OBTAIN GRID DISTANCES MULTIPLY GROUND DISTANCES BY A COMBINATION FACTOR OF 0.99993664 DERIVED LOCALLY AT POINT "A" THE MAPPING ANGLE AT POINT "A" IS-0°40'43.73" KIMLEY-HORN APRIL 2025 PURPOSE STATEMENT: THE PURPOSE OF THIS RECORD OF SURVEY IS TO LOCATE AND MONUMENT THE BOUNDARY LINES OF DOCUMENT NO. 2022-0225948, OFFICIAL RECORDS OF RIVERSIDE COUNTY " MLFP" N: 2,279,468.185 E: 6,237,668.034 ' t, ; "CNPP" 1 01 N: 2,258,382.000 ,.' ¢�� ; E: 6,149,110.967 ,2Dk ,' 6 I 'o;Ln 6-y0 ,�y`L. I N rn al too m REFERENCES: R1 RECORD OF SURVEY BOOK 129, PAGES 1-2,6, TS.71,;37 R2 RECORD OF SURVEY BOOK 12, PAGE 76 `, OHO R3 RECORD OF SURVEY BOOK 97, PAGE 45 .\ ,�, ,`95�0 R4 RECORD OF SURVEY BOOK 129, PAGES 56-64 c �QJ�`` R5 RECORD OF SURVEY BOOK 87, PAGE 71�'0- �A' R6 TRACT NO. 27991, MAP BOOK 262, PAGES 6-14 cP3�,, R7 PARCEL MAP 31196, PARCEL MAP BOOK 208, PAGES 50-53 ` 1\1 4-1 O R8 CALTRANS RIGHT-OF-WAY MAP NO. 427102, RIVERSIDE COUNTY SURVEY # 204-990 gyp`, R9 CORNER RECORD 14-0008 tp R10 CORNER RECORD 14-0009 R11 TRACT NO. 23188-1, MAP BOOK 256, PAGES 52-62 R12 PARCEL MAP NO. 10560, PARCEL MAP BOOK 48, PAGE 15 R13 RECORD OF SURVEY BOOK 36, PAGE 89 R14 RECORD OF SURVEY BOOK 71, PAGE 91 R15 RECORD OF SURVEY BOOK 129, PAGE 55 R16 RECORD OF SURVEY BOOK 147, PAGE 12 j R17 PARCEL MAP NO. 28635-1, PARCEL MAP BOOK 195, PAGES 58-61 R18 INSTRUMENT NO. 2007-0649570, OFFICIAL RECORDS, DIRECTORS DEED RECORDED 10/22/2007 R19 INSTRUMENT NO. 97589, OFFICIAL RECORDS, GRANT DEED RECORDED 8/12/1975 - R20 INSTRUMENT NO. 2012-0612983, OFFICIAL RECORDS, GRANT DEED RECORDED 12/17/2012 R21 CALTRANS RIGHT-OF-WAY MAP NO. 427101, RIVERSIDE COUNTY SURVEY # 204-989 R22 CALTRANS RIGHT-OF-WAY MAP NO. 427095, RIVERSIDE COUNTY SURVEY # 204-988 R23 INSTRUMENT NO. 2007-0649601, OFFICIAL RECORDS, DIRECTORS DEED RECORDED 10/22/2007 R24 TRACT NO. 29307, MAP BOOK 399, PAGES 81-84 R25 PARCEL MAP 11561, PARCEL MAP BOOK 58, PAGES 33-34 R26 MEMORANDUM OF LEASE, INSTRUMENT NO. 75970, OFFICIAL RECORDS, RECORDED 8/30/1967 R27 INSTRUMENT NO. 83038 AND 83040, OFFICIAL RECORDS, GRANT DEEDS RECORDED 7/11/1975 R28 INSTRUMENT NO. 118955, RESOLUTION NO. 79-93, RECORDED 6/8/1979 SEE SHEET 4 FOR MONUMENT AND ESTABLISHMENT NOTES. co 011!0 f 1,1+;J , + It It i� 1 i a t SHEET 211 r , r � t r , r , r , t , I ` 1 ; 'N89*56'44"W 2642.30 i (2,642.13' GRID) POINT *A , N: 2,226,473.081 E: 6,186,265.489 js t SHEET 3 -17 13 POINT "8". N: 2,226,470.576 E: 6,188,907.618 ii 0 z 0 co U v POINT "A" -0040'43.73" C.G.F. : 0.99993664 SHEET 1 OF 5 SHEETS RECORDER'S STATEMENT: =1 3.33 P M FILED THIS IT" DAY OF N-Lem , 20�, AT X IN BOOK Jtl� RECORDS OF SURVEY, AT PAGES AT THE REQUEST OF THE COUNTY SURVEYOR. NO. 2015- 03c19 26 6 FEE: S I �+ PETER ALDANA, ASSESSOR - COUNTY CLERK - RECORDER BY: DEPUTY LEGENQ;, i� OR CL CENTERLINE • FOUND MONUMENT AS NOTED 4 SET 1-1 /2" IP WITH BD MARKED "L.S. 9305" FLUSH, UNLESS OTHERWISE NOTED. GPS CONTROL STATION AS NOTED S.F.N./ SEARCHED FOUND NOTHING DN. DOWN FD FOUND ESTAB. ESTABLISHED "PPBr BD BRASS DISK N: 2,248,987.637 E: 6,278,618.148 COR. CORNER CFR CALCULATED FROM RECORD I.P. IRON PIPE M&R MEASURED AND RECORD MON MONUMENT O ESTABLISHED BY INTERSECTION SUBJECT PROPERTY LOT LINE - - - CENTERLINE - - - - RIGHT -OF WAY LINE SECTION LINE -------------------------- TIE LINE DAWSON CANYON ROAD 15 / PARK CANYON ROAD PROJECT ITE U w / w MAYHEW ROAD VICINITY MAP N.T.S. RIV. CO. 23-008 2N15 - 03aq'gvo ovlgmox �b� 18 I N 1 tV O M � v^t 1 ri .-. rr� A'' J ���JJ � 1 r � I s W �1 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA CURVE TABLE: RADIUS LENGTH DELTA Cl 1532.39' 662.24' a=24'45'40" (1532.39' 662.24' a=24'45'22" R1) R CORD OF SURV Y C2 1532.39' 630.23' a=23'33'51 " BEING A SURVEY OF THOSE PORTIONS OF THE NORTHEAST QUARTER OF SECTION 34 AND SECTION 35, (1532.39' 629.79' a=23.32'51" R1) TOWNSHIP 4 SOUTH, RANGE 6 WEST AND PORTIONS OF THE NORTHWEST AND NORTHEAST QUARTER OF C3 1532.3932.02 a=1.1150 (1532.39' 32.32' a=1'12'31" R1) SECTION 2, TOWNSHIP 5 SOUTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, C4 2191.84' 95.64' a=2.30'00" M & R1 C5 1046.28' 95.53' a=5'13'53" KIMLEY-HORN APRIL 2025 C6 1046.28' 953.32' 52'12'18" M & R1 C7 1000.00' 237.82' a=13'37'33" M, R7 & R17 C8 800.00' 823.04' a=58'56'44" M & R17 (800.00' 823.28' a=58'47'48" R8) C9 700.00' 494.61' a=40'29'03" � � SCALE /N FEET � (700.00' 494.59' a=40'28'58" CFR8) N M_ I 0 300 600 900 � ` C10 2887.71' 84.00' a=1'40'00" M & R1 r! J J J JJ l % ,�- ^� Jl C11 2291.84' 100.00' a=2'30'00" M & R1 r . l C12 1432.39' 619.03' a=24'45'40" Z I SCALE.• 1" = 300' i 21 N88'42'55"W 2570.30' f 1 r' (2570.20' R4) (2570.00' R5) ,! 25 N89'49'03"W 2698.10' (2700.9' R2) (2698.60' R3) (2698.18' R4) -- -- -- -- -- -- -- -- -- -- �---- -- r- (1285.04' 20 R4) (1285.16' R4) 34 .! 1 J J w Ad (1285.00 R5) (1285.00 R5) t 3 to in mR.0.S. 87 / 71 I ¢ p I \ �s vlr*. 4 .0 / NW 1 4 919 L� 22 O _ SFN °' t K' Ntcr SEE DETAIL "A" LoI to SHEET 4 as- to Oy 46 �04 N / N rW t[S' N SFN ` to 1 ;�' o o� 0 to 1 z 3 it \ f, z r0 V� 1 SHEET 2 OF 5 SHEETS RADIUS LENGTH DELTA C13 1246.28' 635.57' 0=29'13'09" (1246.28' 635.61' a=29'13'16" R1) C14 1246.28' 459.31' a=21'06'58" (1246.28' 459.27' a=21'06'51" R1) C15 1146.28' 1024.07' a=51'11'14" M & R1 C16 1146.28' 920.17' 6=4559'37" C17 1146.28' 103.90' a=5'11'37" (1146.28' 93,10' a=4'39'12" R20) C18 1046.28' 857.79' a=4658'25" 1-1 5 r} r� 1 r r� N89'48'41 "W 2675.49' (2675.8' R2) (2676.00' R3) / `J _ E 19 JJ 1 � i Ii I ' 1 T 10 I N53'1123" __ I 203.44' M & R1 i y N43'31'52"E(R) \ to I � I I aJ N41.39'41 "E(R) ` \ 1 ro co oo st NE 1/4 (.. 1 L7 I OZ O� N 1 i• /� N72'45 01 E(R) I ttx o i2 i12 C�\4+ t3` • t �/ I W ` p 0, I- 53 54 , Si-L13 ` ' U Ito CJ1 55 N O' n IN I 56 " R -�� N88'40'23"E(R) i:* w N88'38 06 EO p, I 5 - L15 - - L161 ! N86.08-01 "W(R) PCC 1 Nit SFN SFN ! I t o io Io; 58 M5 --- ! M7 R=2391.84' L=104.36' a=2'30'00" M & R1 Z 104 I IN M6 " 1 IN ` ! r + M1 I S.F.N., ESTABLISHED BY SINGLE S.F.N., C 1/4 SECTION 35 IN �� R=2987.71' L=86.91 A=1'40'00" M1 �1zi PROPORTION W 1/4 CORNER SECTION 35 ESTABLISHED BY INTERSECTION Ittoi (R=2987.71' L=87.01' A=1'40'00" R1)7�-,\\ I 4 t 4 N85'1801"W(R) P.C.C. ,-_ fR=2787.71' L=81.09' 6=1'40'00" M & R1 v i N89'46'04"W 5334.33' 3- �, - -- -- _- -- ' ' R1 -- -- -- -- ---- -- - -- -- C - - -- - 2664.16(2663.93-) 1) CZ 65.4' R2) - - - - - - - - - - - - - 1030 01' (1029.88' R1) j L1 1433.69' (1433.68' R 1) - 38 � rat/ 23 N SW 1/4 tL� I \l . N2'08'50"W 1636.79' SEE SHEET 1 FOR LEGEND, BASIS OF BEARINGS AND REFERENCES. SEE SHEET 4 FOR MONUMENT AND ESTABLISHMENT NOTES. g"E p N 1 �19� QpgGE� psR F 6 �ER�� PUGV F G, REGOOS SPURpFtOE� 59�0, O NO V2670.17 (2672.6 R2) SOUTHERLY LINE OF NORTHWEST 1/4 OF SECTION 35 JIJ N86'29'S0"W(R) I ( R=1332.39' L=575.81'a=24'45'40" LINE TABLE: L1 N89'46'04"W 200.37' M & R1 L2 N06'21'59"E 209.02' M & R1 L3 N89'04' 12"E 245.80' L4 N89'04' 12"E 345.80' (350.00' R20) L5 N49'28'08"W 134.37' M & R20 L6 N50'33'13W 78.67' M & R20 L7 N75'34'13W 81.81' M & R20 L8 N86'58'28"W 108.73' M & R20 L9 N80'46'02"E 156.00' M & R20 L10 N87'44'36"W 158.52' M & R20 L11 N38'03'58"W 84.75' M & R20 L12 N26'49'53"W 71.94' M & R20 L13 N51'37'08"W 72.83' M & R20 L14 N44'13'08"W 219.32' M & R20 L15 N89'46'48"W 423.46' M & R20 L16 N89'04'12"E 100.00' /'� (R=1332.39' L=575.82'6=24'45'22" R1) N I• 200' WIDE STRIP OF LAND, GRANT DEED v ! RECORDED JUNE 10, 2005 AS INSTRUMENT NO. ! 2005-0463779, OFFICIAL RECORDS AND PARCEL 5 IN THE DEED RECORDED IN BOOK 792, ! PAGE 579 OF DEEDS. N69'56'19"E(R) P.C.C. R=2987.71' L=86.91' a=1'40'00 -I (R=2987.71' L=87.01' e=1'40'00" R1) SEE ; SHEET 3 1 -- -- R=2787.71' L=81.09' a=1'40'00" M & R1 N� JJ i JJ 1 N88'55'43"W 1307.80' 16 !� 1307.86' R 15) 1307.82' _R 16) - 980.81' 326.99' 14 I \ (980.89' CFR15) (326.97' R15) 1 M25 • 0394 Z0% ri %nUA SCALE IN FEET 0 300 600 900 SCALE: f" = 300' UNE TABLE: L1 N89'27'37"W 203.00' (202.99' R1) L2 N53'57'23"W 175.09' M & R23 L3 N71'32'44"W 144.74' M. R21 & R27 L4 N89'45'51 "W 225.66' (227.42' R22) L5 N76.42'28"W 274.04' M, R19 & R21 L6 N6T08'58"W 330.34' M & R18 L7 N24'44'01 "W 386.17' M & R18 L8 N24'44'01 "W 225.97' M & R23 L9 N25'12'55"W 426.75' M & R23 L10 N89'56'44"W 383.39' M. R18 &` R23 L11 N89'27'37"W 101.61' L12 N89'27'37"W 101.39' L13 N55'02'21'W 311.42' M. R19 & R21 L14 N18'36'37W 317.05' M. R19 & R21 L15 N33'07'33W 706.21' M, R21 & R27 CURVE TABLE: RADIUS LENGTH DELTA C1 1332.39' 232.98' A=10'01'07" (1332.39' 233.21' A=10'01'42" R1) C2 4210.00' 700.75' b =9'32' 13" (4210.00' 698.29' o =9'30' 12" R21, R22 & R27) C3 2810.89' 1360.10' e=27*43'25" M & R23 C4 2810.89' 645.93' e=13'09'59" M & R18 C5 2810.89' 714.17' A=14'33'26" M & R23 C6 1532.39' 305.23' e=11'24'46" (1532.39' 305.43' A =11 *25' 12" R1) C7 2887.71' 84.00' A=01'40'00" M & R 1 C8 1432.39' 269.12' 4=10'45'54" M & R1 C9 1332.39' 0.18' A=00'00'28" C10 2987.71' 86.91' d=01'40'00" (2987.71' 87.01' 6=01'40'00" R1) SEE DETAIL "B" SHEET 5 1 I 1 � I a.a 1 I o- N N tt7 "col N �J t7 N � bb o 1 Z U-)Ni N NIto I IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 3 OF 5 SHEETS R CORD OF SURV Y BEING A SURVEY OF THOSE PORTIONS OF THE NORTHEAST QUARTER OF SECTION 34 AND SECTION 35, SEE SHEET 2 TOWNSHIP 4 SOUTH, RANGE 6 WEST AND PORTIONS OF THE NORTHWEST AND NORTHEAST QUARTER OF SECTION 2, TOWNSHIP 5 SOUTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, KIMLEY-HORN APRIL 2025 ?• ' � y .___ � S EE SHEET 2 �. •y j 1 y �\zz 1z i SW1/ 4 �v' SE 14 f j Q.° N ^ 1 ri U' I 63'46' 02" E(R) 28 \ 1 L5" }�` N b N ( 200' WIDE STRIP OF LAND, GRANT DEED RECORDED \ W O` JUNE 10, 2005 AS INSTRUMENT NO. 2005-0463779, ��� \ �• P.O.B. PARCEL H, �' z N I OFFICIAL RECORDS AND PARCEL 5 IN THE DEED M1 , ��'� RECORDED IN BOOK 792, PAGE 579, DEEDS. I N 1 R=2787.71' L=81.09'=1'40'00" M & R1 \ \ M1 i � � N69'56'19"E(R) P.C.C. L11 � J`% I r% `gyp', '\ �J fl J tJJ� ��J J J A-602.46' " M1 I\ L12 J f4 1 :] J � N79'57'26 E(R) I N50'36'02"E(R) " , (/ \ I I _ N89'S6 44 W 2642.30 ((2644.4 R2) (2642.24 R11) (2642.42 R14) --: 1309.53 M &-R1 (1309.96' R12) (1309.93 R13) - -602.45' R1 \ FN SFN L10- �`� 4[ �' i))) i3 - 1165.82' M, R18 & R23 / ` \ i J i } 2 N89'27'37"W 2619.58' (2619.40' R1) 1 / °U' \ \ GOVERNMENTI LOT 41 0) / a \ en ( co oq 1� GRANT DEED It I INSTRUMENT N0.'QliFp � \ \,� / .NM' 209067, O.R. \ Rr �0 N I N ` /l� Q N,�03 rqT I �s�. LOT 3 ; a SB s ` , I ` o `~Op�j�' /tiS•T C',9< f �6889• r .?`�Y N3T55' 18"E(R c� rn vr ' rA6`S�tS3•`'\ �R4,, INr�1- \8�FO� 9Q IGNN �Go N 1 30 V� I co °r° in co Nco �N40'51'16"W..-/, 04i K) S.F.N. OI 29 281.18' M, R22 & R27 I �• 0.70' ' 504.59' 1310.05' (1309.9"Rl) (1309.92 ' �-0.15 (2621.3' R2) 2619.85' R13) I I N80'42' 13"E(R) N81'21'05"E(R) I� i i� 1 N _J IM I0 N i ' n C-4 `1 , ri:In IM I� N Iv ,c I.;u N IN (o r� co V N IN O I� ! :504.47' R 1 R13) 1 1 I i 1 n 1 I CNI N O1 a� 0 V r11\1A11 r 1\1 LOT 1 N I M to (� toco N M_ M Lo co N J to N Ico OS.F.N. I ui �. to co t - 804.60-M&CFR11 _-------�-- -- -- -- -- - _ _ -- -- -- -- -- -- N o - - 669.81 M, R22 & R27 '" W` 1312.28' 1312.12' f • ! w W ' • 1 �" N89'34'50"W 2624.40' 1 1 NI ` N89'45'51"W 2643.25' (2643.67' R11) (2643.75' R14) // N4T2T30"E(R) \ i i S.F.N., id' N20'59'35"W 39.01' M, R22 & R27v . �' ESTABLISHED BY SINGLE PROPORTION 00 �I I Iz O io J �1 r� ; 1 J V U J L J `✓ 1 y° �Q�;�-G� N 1 A 1 ZO,ti� to I o F r o 1 N y AC'pR?�9%- IM x �'I 1 a O G,y o� N 1-10' T I .- I .9� y0 I�culo N89'36'39"W 1040.16' (1040.01' R12) t 32 -- rnoq 3I I O r` 1,* N I I a i� 1\1JJ 15- 00 �01Lo N Itp �I%n I S.F.N., 1 ESTABLISHED W 1/4 CORNER SECTION 2 AT 22.72' 1 f 22.72' M & R24 FROM MONUMENT TO THE EAST PER R24 ! t SEE SHEET 1 FOR LEGEND, BASIS OF BEARINGS AND REFERENCES. �- SEE SHEET 4 FOR MONUMENT AND ESTABLISHMENT NOTES. 3 rn r; 00 rn i� 00 ro rn J Ir 'IN S.F.N.1 1 n l A 13.27' (13.36' R12 & R13) CENTER 1 /4 SECTION 2, 11 \ I 3a ESTABLISHED BY INTERSECTION �' ! -- -- ------ -- -- -- -- -- -- -- -- -- -- -- _-- -- -- -- --- 2644.26' (2645.12' R11) (2645.10' R14) _-1315.00' (1314.59' R 13) 1314.20' (1314.60' R1 --1320.24' 1320.57' R 13) (1320.12' R 14) 33J , 0.21 ' 2629.20' (2629.19' R 13) 4 t ` ( N89'38'53"W 5273.46' 2025 0-:M 12,59 b� IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 4 OF 5 SHEETS RECORD OF SURVEY BEING A SURVEY OF THOSE PORTIONS OF THE NORTHEAST QUARTER OF SECTION 34 AND SECTION 35, TOWNSHIP 4 SOUTH, RANGE 6 WEST AND PORTIONS OF THE NORTHWEST AND NORTHEAST QUARTER OFo SECTION 2, TOWNSHIP 5 SOUTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, aw 4f MONUMENT AND ESTABLISHMENT NOTES: KIMLEY-HORN \`\\ \APRIL 2025 ,00- FD 1 IP WITH DISK MARKED L.S. 5174 , FLUSH PER 21 FD 2 IP WITH DISK MARKED R.C.E. 14488 , FLUSH PER S.F.N. N74'S713 E(R) DETAIL A CORNER SECTION 34. 4 ° R1. ACCEPTED AS RIGHT -OF --WAY OF ATCHISON, TOPEKA R6. ACCEPTED AS N 1/4 AND SANTA FE RAILROAD. 22 FD 2" BRASS DISK IN WELL MONUMENT MARKED "CALDOT ( M' " MI. HELD RECORD ANGLE » » CL TEM CYN RD , DOWN 0.8 PER R7 AND R8. ACCEPTED 36 3 FD 1 IP WITH DISK MARKED L.S. 5174 , DOWN 0.7 . �� NI�� 105'45'4s" R2s / AS BC/EC OF TEMESCAL CANYON ROAD. � ! _� \ ; N89'5254"E 839.93' (840.06' R26) -.! ACCEPTED AS RIGHT-OF-WAY OF ATCHISON, TOPEKA AND 44 _ f 23 S.F.N.,ESTABLISHED BY TIES PER R9. � ' SANTA FE RAILROAD PER R1. r� �� * 182.21 s57.74 »2a FD 2.5" BRASS DISK MARKED "CALDOT CL TEM CYN RD", 0 \ �3 FD 1 IP WITH DISK MARKED L.S. 5174 , DOWN 1'. DOWN 0.3' PER R8 AND R10.� ACCEPTED AS RIGHT-OF-WAY OF ATCHISON, TOPEKA AND » \ ' oi� �. FD 2-1/2" BRASS DISK MARKED DEPT OF �� f� I Cl I� SANTA FE RAILROAD PER R1. TRANSPORTATION CALIF. CL LASN.RC 9+99.13" DOWN 0.8' �� � rn / FD 1 " IP WITH DISK MARKED "L.S. 5174", DOWN 0.4'. ACCEPTED AS CENTERLINE INTERSECTION. ���i\� ' R84'28'28"W (R) i ( S.F.N., W 1/4 CORNER OF SECTION 35 21 NW 1/4 ACCEPTED AS RIGHT-OF-WAY OF ATCHISON, TOPEKA AND 26 FD 1" IP WITH PLASTIC PLUG ILLEGIBLE,U NO _ $44;00 _ \ '� ESTABLISHED BY SINGLE PROPORTION / FLUSH, A � N73 47 " - -- t � ..-�-� � 'N SANTA FE RAILROAD PER R1. REFERENCE. N59'45'09"W 0.76' FROM CORNER TO FOUND R=81o. of E iR) $O 448.39'- 5 FD 1 " IP WITH DISK MARKED "L.S. 5174", DOWN 0.5'. MONUMENT. ,�, , r� iJ i - r> �r 2670.17' (2672.6' R2) „ a 34 I ' ;];) o / SOUTHERLY LINE OF THE NORTHWEST ACCEPTED AS RIGHT-OF-WAY OF ATCHISON, TOPEKA AND FD 2" BRASS DISK MARKED 'T.4S. R.6W. L.S. 4131 T.5S. 1 1 a: o 1 / QUARTER OF SECTION 35 SANTA FE RAILROAD PER R1. R.6W. PER R11. ACCEPTED AS SW CORNER SECTION 35. 1 1 R$ 28 FD 2" IP, OPEN, NO REFERENCE, DOWN 0.6' S81'20'45"W / l� 1 �, 06I • �" o�� % t�,t /N8s'46'o4"w 5334.33' - ,ti - �6 FD 1 " IP WITH DISK MARKED "L.S. 5174", DOWN 0.2'. i= ^I �, 1XI o �?ti,% 9 / S W 1/4 ACCEPTED AS RIGHT-OF-WAY OF ATCHISON, TOPEKA AND 0.93 FROM CORNER TO FOUND MONUMENT. o o, co � I oo ��o <, b% 4 �� or eve 1130 / SANTA FE RAILROAD PER R1. 29 FD LEAD AND DISK, ILLEGIBLE, ON TOP OF WALL, NO �u, o�-IIt vl o�,5ti 600 FD 1 " IP WITH NO DISK, DOWN 0.7% IN LIEU OF 1 " IP REFERENCE. IN LIEU OF 2" IP WITH DISK MARKED "L.S. ,� Imo, M o � . / WITH DISK MARKED I.S. 5174", FLUSH PER R1. 4131 ", FLUSH PER R11. NE CORNER LOT 104, PER R11. N 1 ° �0 & I o m� �\d / ACCEPTED AS RIGHT-OF-WAY OF ATCHISON, TOPEKA AND 9 FD LEAD AND DISK "L.S. 5347" ON TOP OF WALL, NO �,6330' / la RJ nU- a o c"co zZI I '/ SANTA FE RAILROAD. REFERENCE. I�t / / M�8 FD 1 " IP WITH NO DISK, UP 0.2% IN LIEU OF 3/4" IP 31 FD 1" IP WITH DISK MARKED "L.S. 4242", UP 0.3' PER R12. 28 ( W* o z J M Imo, -p,0 B C� .` MONUMENT AND ESTABLISHMENT NOTES: » ! � a R20 WITH DISK MARKED R.C.E. 862 , UP 1.2 PER R1. i 1' S o < j N a6 FD 1 " IP AND TAG IS 5750" NO REFERENCE DOWN ' 32 FD 3/4" WOOD STAKE, DOWN 0.4% NO REFERENCE, IN LIEU Z >� J. o z w j t N 0.5 . ACCEPTED AS RIGHT-OF-WAY OF ATCHISON, TOPEKA AND / o cn I SANTA FE RAILROAD. OF 1" IP WITH DISK MARKED "R.C.E. 862", UP 0.1' PER R12. / '�,, /( j i FD 1" IP AND TAG "LS 5174", NO REFERENCE, FLUSH. 1 FD 3/4" IP WITH DISK MARKED "R.C.E. 862", DOWN 0.5' 33 FD 1" IP WITH DISK MARKED "L.S. 4242", DOWN 1.8% PER R12. 0o�a 1 J O FD SCREW AND TAG IS 5174", NO REFERENCE, I 48 IN METAL FENCE POST. PER R25. 3a FD 1" IP WITH PLASTIC PLUG MARKED "L.S. 6932", DOWN / n�,co �'�; I 49 FD 1" IP AND TAG IS 5750", NO REFERENCE, FLUSH Io FD 1-1/2" IP WITH DISK MARKED "L.S. 5174", FLUSH, IN , » ,! » > �r`` 80 J ' " ' LIEU OF I" IP WITH DISK MARKED "L.S. 5174", FLUSH 0.8 , IN LIEU OF 1 IP WITH DISK MARKED R.C.E. 862 , �� >L4 / S05'37 34 W 1.10 FROM CORNER TO FOUND MONUMENT. DOWN 2.5 PER R12. 1`. G�4�% 38 1�---FD 3/4" IP, OPEN, NO REFERENCE, UP 0.1' PER R1. ACCEPTED AS RIGHT-OF-WAY OF ATCHISON, Lfi TOPEKA AND SANTA FE RAILROAD. 3s FD 3" IP WITH DISK MARKED "L.S. 5347" UP 0.2' V ��",' 7 w S21'35'43"E' 1.31' FROM CORNER TO FOUND MONUMENT. � � I FD 1-1 /2" IP WITH DISK MARKED "L.S. 5174", ACCEPTED AS INTERSECTION OF THE SOUTH LINE OF LOT `' O PN R3$ FD 3/4" IP, OPEN, NO REFERENCE, UP 0.2' „ DOWN „ 30 AND THE NORTH RIGHT OF WAY LINE OF GLEN IVY L� �\9 R11� R8 & / s� S15' 8'30"E 3.01' FROM CORNER TO FOUND MONUMENT. 2.5 , IN LIEU OF 1 IP WITH DISK MARKED L.S. 5174 , ROAD PER R24. �+,� �,'�/ �g6°° �/ ^ FLUSH PER R1. ACCEPTED AS SE CORNER SECTION 35. c''`.� �y, / � s2 FD 3/4" IP TAG "RCE 862", NO REFERENCE, UP 0.2' / UP 0.1 36 FD 1" IP AND TAG "L.S. 5174" FLUSH NO REFERENCE. _y %K / N�o S10'31'53"E 3.97' FROM CORNER TO FOUND MONUMENT. a2 FD 1-1/2- IP WITH DISK MARKED "R.C.E. 862", ' ' cv PER R1. ACCEPTED AS NW COR., NE 1 4, NE 1 4, ACCEPTED AS ANGLE POINT IN THE SOUTHEASTERLY LINE,/ Ns4'14'o3"W R i P.O.B R28�,,;nNN A,53 FD 3/4" IP TAG "RCE 862", NO REFERENCE, UP 0.2' OF PARCEL NO. 1 PER R26. tio' - --' NORTHERLY I��o'O N S06'25 55 E 4.69 FROM CORNER TO FOUND MONUMENT. SECTION 2 PER R13. HELD FOR LINE NORTH -SOUTH. � , �N � ,yam TERMINUS ' co'col , 13 FD 2" IP WITH DISK MARKED "L.S. 1447", FLUSH PER R20 INCORRECTLY REFERENCED INSTRUMENT NO. 75978. COURSE "A" �.N ^ sa FD 3/4 IP TAG RCE 862 , NO REFERENCE, UP 0.2 R13. ACCEPTED AS THE S 1 /4 CORNER SECTION 35. THE CORRECT REFERENCE IS INSTRUMENT NO. 75970. J (R19) ,;�N� _oc S01'09'39"E 5.25' FROM CORNER TO FOUND MONUMENT. is FD AXLE UP 1.8' PER P.M.B. 55/62-63. ACCEPTED AS E FD 3/4 IP WITH DISK MARKED L.S. 5174 FLUSH NO J 4C,o " I¢Noq ss FD 3/4" IP TAG 'RCE 862", NO REFERENCE, UP 0.2' 1/4 CORNER SECTION 35. REFERENCE. ACCEPTED AS ANGLE POINT IN THE 23 j � o,Nz � S05'05 07 W 5.80 FROM CORNER TO FOUND MONUMENT. Is FD 1" IP WITH DISK MARKED "L.S. 7519" FLUSH PER SOUTHEASTERLY LINE OF PARCEL N0. 1 PER R26. FD 3/4" IP TAG "RCE 862", NO REFERENCE, UP 0.2' R15. ACCEPTED AS HE NE CORNER OF INSTRUMENT NO. R20 INCORRECTLY REFERENCED INSTRUMENT NO. 75978. ' S13'49'06"W 6. 9' FROM CORNER TO FOUND MONUMENT. 2004-0875415. THE CORRECT REFERENCE IS INSTRUMENT NO. 75970. \ oN I , FD 3/4" 16 IP TAG '$RCE 862", NO REFERENCE, UP 0.2' FD 1-1 /2" IP WITH IPLASTIC PLUG MARKED "L.S. 5390", 38 FD 1-1 /2" IP WITH PLASTIC CAP, ILLEGIBLE, NO \ S21'33 03MW 8.53 FROM CORNER TO FOUND MONUMENT. DOWN 0.4' IN LIEU QF 1" IP WITH DISK MARKED REFERENCE, DOWN 0.2'. ACCEPTED AS CENTERLINE OF \ 58 FD 3/4" IP TAG "RCE 862", NO REFERENCE, UP 0.2' "L.S. 5390", FLUSH PER R16. ACCEPTED AS 1/16 TEMESCAL CANYON ROAD. \ w E) S09'16'48"W 8.97' FROM CORNER TO FOUND MONUMENT. CORNER OF SECTION 36. 34 FD 1" IP WITH DISK MARKED "L.S. 9154" NO REFERENCE. \ N Qi FD ROCK AT 4" X 4" BASE WITH CHISEL MARK, UP 1. 3', ' \ ACCEPTED AS NORTHWEST CORNER OF SECTION 35. DOWN 1.8 . \ � I WESTERLY LINE OF SECTION 35 IN LIEU OF 9" X 9" X 12" ROCK WITH PUNCH MARK ON �-' I TOP WITH 'I' BEAM UARD POST 2' EAST PER R3. 40 FD LEAD AND DISK MARKED L.S. 6932 IN CONCRETE MOW \ \ CURB, FLUSH, NO REFERENCE, ACCEPTED AS E 1/4 SECTION 2. INSTRUMENT NO. 97589, O.R. I ACCEPTED AS NORT EAST CORNER SECTION 35. GRANT DEED TO THE STATE OF i t8 FD 5" X 5" CONCR E POST WITH REBAR SET IN a FD 1-3/4 IP WITH NO DISK, DOWN 1.5 , NO REFERENCE. CALIFORNIA (R19) \ X LINE TABLE: CURVE TABLE: CENTER, UP 3.5 PER R4. ACCEPTED AS NORTHEAST ACCEPTED AS SOUTH 1/4 CORNER SECTION 2. HELD FOR LINE. \ �'� L1 N20'37'37"W 101.28' (101.00' R20) t > . CORNER GOVERNMEN LOT 12. 42 FD 1-1/2" IP WITH NO DISK, UP 0.6' NO REFERENCE. \ -� L2 N20'37'37"W 126.28' RADIUS LENGTH DELTA I9 FD 2 IP OPEN WITH PK NAIL IN CENTER, ,� \ �.� ' L3 N2�49'22"W 227.5' M, R8 & R28 " DOWN 2.5' IN SET BD MARKED "LS 9305" \ �� � ��/ L4 N25'49'22"W 22.45' (22.67' R8 & R28) Cl 900.00� 143.90� A=9'09'39� LIEU OF 2 IP WITH DISK MARKED R.C.E. 22502 , FLUSH 43 FD 1" IP WITH PLASTIC CAP MARKED "RCE 31653" FLUSH \ s L5 N73 21 36"W 5.00 RAD M, R8 & R28 (900.00 143.30=9'07'22 R8 & R28) SCALE IN FEET \ �' ' L6 N73'21'36W 10.00' RAD M, R8 & R28 C2 800.00' 823.04' A=58'56'44" PER R4. ACCEPTED S N 1/4 CORNER SECTION 35. PER R7. ACCEPTED AS SOUTHEAST CORNER PARCEL 2 (R7). I " (800.00' 823.28' ©=58'47'48" R8) " " " 0 120 240 3S0 \ > �! L7 N15'43 26 E 98.27' (100.00' R20) (800.00' 823.04' 0=58'56'44" R17) 20 FD 1 IP WITH PLAS IC PLUG MARKED R.C.E. 862 , IN as FD 1" IP WITH PLASTIC CAP MARKED "RCE 31653" FLUSH \>� L8 N11'49'33"W 144.19' (143.30' R8 & R28) C3 844.00' 308.77' 6=20'57'39" M &CFR8 LIEU OF 3/4" IP WITH DISK MARKED "R.C.E. 862", FLUSH PER R7. ACCEPTED AS NORTHEAST CORNER PARCEL 2 (R7). ,. \ � s �� " SCALE. f = 120 C4 844.00 303.04 a=20'34 19 M. R$ & R28 PER R5. ACCEPTED AS 1 /16 CORNER SECTION 34. as FD 1 " IP WITH PLASTIC CAP MARKED "RCE 31653" FLUSH \\ >� '` �s`'o C5 844.00' 611.81' a=41.32'00" M & CFR8 PER R7. ACCEPTED AS EAST CORNER PARCEL 2 (R7). SEE SHEET 1 FOR LEGEND,BASIS OF BEARINGS AND REFERENCES. \ ? z SEE SHEET 3 2'