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rs166_050-051FD 10" X 6" STONE PER IRS 43/75, ROCK MOUND 3' WESTERLY, WITNESS POST TO THE SW, FENCE 1' TO THE EAST. ACCEPTED AS THE NW CORNER SECTION 27 2790.84' (40.00 CHAI 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 PINE SPRINGS RANCH IN NOVEMBER, 2022 LANO 76 74Z SCOTT A. BROTCHIE, P.L.S. 9107Ct: y LICENSE EXPIRES 09/30/26 a No. 9107 EXP. 9-30-26 �TgTF OF CAS\�o���Q STATEMENT OF PURPOSE: THE PURPOSE OF THIS SURVEY IS TO DEFINE THE BOUNDARIES OF THE PROPERTIES DESCRIBED IN DEED OF TRUST RECORDED DECEMBER 11, 2006 AS DOCUMENT NO. 2006-0905861, AND GRANT DEED RECORDED JANUARY 10, 2019 AS DOCUMENT NO. 2019-0010305, OFFICIAL RECORDS OF RIVERSIDE COUNTY. COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS _ I1 DAY OF 2025 LA NO DAVID L. MCMILLAN, COUNTY SURVEYOR Q LS 8488 EXPIRES: 12-31-26 2 0 CL ;u No. 8488 EXP. 12-31-26 T9TF OF CAL\F�� COUNTY SURVEYOR'S NOTE THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2 (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE AND RIVERSIDE COUNTY ORDINANCE 460. THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE BUILDABLE PARCEL(S). CNN, _ LAND Gam` o Mey� DAVID L. MCMILLAN, COUNTY SURVEYOR 1-1 Q\ e LS 8488 EXPIRES: 12-31-26 � 2 0 CL ;u No. 8488 EXP. 12-31-26 �TgTF SURVEYORS NOTES OF CAS\F (R1) INDICATES RECORD DATA PER IRS 55/13 (R2) INDICATES RECORD DATA PER RIVERSIDE COUNTY RIGHT OF WAY MAP 786-CC (R3)INDICATES RECORD DATA PER DEED OF TRUST RECORDED DECEMBER 11, 2006 AS DOC. #2006-0905861 (R4) INDICATES RECORD DATA PER IRS 11/2 INDICATES MONUMENT FOUND AS NOTED Q INDICATES SET 1" I.P. W/ NAIL & TAG PLS 9107, FLUSH, UNLESS OTHERWISE NOTED. SEE SHEET 2 FOR MONUMENT NOTES, ESTABLISHMENT NOTES, BASIS OF BEARINGS, AND CONTROL DIAGRAM. IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE,STATE OF CALIFORNIA RECORD OF SURVEY BEING A SURVEY OF THE EAST 1/2 OF SECTION 27, AND A PORTION OF SECTION 26, TSS, R3E, S.B.M. HILLWIG-GOODROW, INC. NOVEMBER 2022 FD SMALL ROCK &PINE CONE DECAYED 2X2 WRAPPED 50 SHEET 1 OF 2 RECORDER'S STATEMENT FILED THIS _ DAY OF _ku9.IJ5k____, 20AS'AT JA 1p.M. IN BOOK -Wb--_ OF RECORDS OF SURVEY, AT PAGE -So-, AT THE REQUEST OF THE COUNTY SURVEYOR. NO. FEE 1A 00 PILE, NO DISTINCTIVE STONE CENTER, LATH NEARBY. DID IN FD IN FLAGGING, FLUSH. NO FD CHISELED "X" ON 1 N:2204234.42 -------- NOT ACCEPT. N72'29'47"E REF. ACCEPTED AS THE NE GRANITE STONE. NO REF. E:6442823.57 PETER ALDANA, ASSESSOR -COUNTY 142.91 FROM CALCULATED CORNER OF SECTION 27. HELD FOR N-S- LINE, FD NAIL & TAG IN ROCK CLERK- RECORDER POSITION. NOTHING SET. REPLACED W/ 2" I.P. LS 22 N00'20'55"W 0.50' NORTH LS 2304 PER CR 86/79. 38'59'55"E 5550.99' (79.56 CHAINS 9107, UP 0.30'. 23 OF SECTION LINE ACCEPTED AS THE NORTH BY: DEPUTY 2760.15' (39.56 CHAINS) N89'46'43"W 2644.36' (2644.51' PER CR 86/79) 1/4 CORNER SECTION 26 _-23 _-, 23 24 1320.74 1323.62' N89'45'56"W 2628.10' N01'05'39"W 77.98' (78.12' PER 1651.80' 992.56' ESTABLISHED BY PRORATION CR 86/79, 76.56' PER GOV'T 27 26 w FD STONE MOUND W 2' 26 25 PER GOV'T PLAT DATED APRIL PLAT DATED APRIL 27, 1905) I -''`' 0 LO M00 STONE IN CENTER. NO 27, 1905. NOTHING SET " FD 8"X6 X10' STONE IN co co co r .� a o . o ri co DISTINCTIVE MARKINGS FOUND. ACCEPTED AS THE I CIRCLE OF ROCK W/ STEEL c` � N o Ki (0 a) 10 N op to co NE CORNER OF SECTION 26. WITNESS POST. ACCEPTED co Op � 2 z AS THE NW CORNER OF A z SECTION 26 AS DESCRIBED LINE DATA IN CR 86/79 N '� L1 N89'37'39"W 330.04' N89'50'05"W B L2 N89'40'06"W 659.07' Gomel ,� 330.34' N L3 N89'51'25"E 631.58' O� 0 A ,N L4 N00'07'33"W 650.99' ih cq Li ao LO 0 00 N 0 z FD 2" IRON PIPE W/ TAG, LS 3120, UP 0.20'. ACCEPTED AS 1/16 CORNER & FOREST BOUNDARY CORNER PER R1 N89'40'14"W 1314.39' z � (1314.28' R1) S71'09'16"E 1.20' (EXAGGERATED FOR CLARITY) W •• • • •• ••• ••• cD w M 1J GLO N SEARCHED, NOTHING FOUND. o N 1iJ EST. THE C-N 1/16 COR BY M N N M N89'33'28"W 1321.72' I PRORATION. SET 1" I.P. W/ co w))-N89*52'19"W 1320.14' N 660.86' 330.43' 330.43' PLASTIC PLUG, PLS 9107, UP w N o co in 0.30' N O th W W Q z w in i^ Z O M B L 0 4 r N '� 00 N 00 LO O ui r OM Ln Nr co p Z G0� CD N89'51'44"W c`oo z E po ID m z v0� N89'55'25"W 33 N00'107'42"E N89'36'15"W 1320.69' \ z 0 SEARCHED FOR CENTER r 1/4. NOT FOUND. EST. 65 37' 327.51' 660.34' 330.17 330.18' ,� " 0330.03' 329.34 q ,u oo _ 660.35 r� BY INTERSECTION. Z FD 3 4 IRON PIPE W r C 00 I TAG, RCE 862, UP 00 r- 0.10'. N N00'18 50"E o Lo M 06 0 SEARCHED, NOTHING FOUND. NO REF. ACCEPTED AS THE "� 327 0' EST. THE C-W-E 1/64 COR P. S-S-N 1/256 CORNER. r w L1 ao HELD FOR LINE. q ,n p M co BY PRORATION. SET 1" I.P. �G PROLONGATED DISTANCE `O Z K ro W/ PLASTIC PLUG, PLS (327.70') ULKNOCKED O N N8330.07"W N allo N Lo 9107, UP 0.30' 1I2 ESTABLISH 1/4 COR. 65 .p M ``� 2450.55' �( '� 659.83'329.92'z 329.92' 659.83' 1225.28' 1225.27' 1319.66' 329.92' r83 9.91 1319.67'T - 612.64' 612.64' �P O� FD 2" I.P. W. SPIKE M 2639.33� SEARCHED NOTHING �G�� OVER AND BURIED AS A RESULT w^ N89'39'02'W _ 5089.88' FOUND. EST. THE C-E S i OF ROAD GRADING. COULD NOT N N "� N 0 DETERMINE ORIGINAL POSITION. "� ;° Ki ri o ci p oi, 1/16 COR BY PRORATION. I `n `n 0 t N 't N 'n m SET 1" I.P. W PLASTIC EST 1/4 CORNER POSITION BY ,n W co to T_ p 'n a) � 0 It 'm / I PROLONGATION OF 327.70 CO M po to `o CO co PLUG, PLS 9107, UP (PRORATED DISTANCE BETWEEN z in N89'58'56"E N 1250.48' N 0.30' FD 12"X TONE S I THE NW SEC. COR. & THE N89'39'44"W 1318.65' 0 N LO 625.26' 625.22' UPRIGHT & HALF BURIED, S-S-N 1/256 COR) ALONG THE n 659.33' 329.66.' 329.66'- p N o2 312.63' 312.63'- io WEST LINE OF THE NW 1/4 OF N in c, CD N o co cn �'� PER GOV'T FIELD BOOK co SECTION 26. SET 2" I.P. W/ TAG, N r `o w co co co w n E � 00 81, PAGE 68. ACCEPTED PLS 9107, DN 0.40'. w p "� p V co N N n N N p M 0 0 AS THE EAST 1/4 I Lno � i� M M329.54 329.53' 'No N to M L3 N Li z CORNER OF SECTION 26. GO',pn N po o O L2 N 'oN SEARCHED, NOTHING FOUND. co 0315.79 �15.79 z co FD 3 4" IRON PIPE CD �0( �J o z �26 g9 N N z EST. BY INTERSECTION. SET F OPEN, UP 0.40'. NO REF. N 1' I.P. W/ PLASTIC PLUG, M N M N89'41'57 E ACCEPTED AS SE 1/16 IN _ _z 658.82' 329.41' 329.41''o PILS 9107, UP 0.30' '� 637.82' COR. SET TAG, PLS 9107. 318.95' 318.96 � rSEARCHED FOR W 1/16 CORNER. 1317.64 1317.63 N89'4 57"E I NOTHING FOUND. EST BY o P N89'40'27"W 2635.27' 637.91' FD 3 4" IRON PIPE W TAG PRORATION THE WEST 1/4 COR N 143.94' (143.84' R4) N N0328885'rrW RCE 862, UP 0.20'. NO REF. AND THE N-S-S 1/256 COR. ►n 2490.31' ACCEPTED AS THE C-W-SE 00 SEARCHED NOT FD. N89'36'23"W 2634.25' _ N89'37'08"E7770 1/64 COR. 0( EST. THE N-S-S 1/256 644.10' I �- BY PROLONGATION PER o' FD 1 I.P. W TAG LS FD 3 4" IRON PIPE W TAG °0 FD 3 4" IRON PIPE W TAG 1521 PER R4. HELD FOR RCE 862, UP 0.20'. NO REF. I 13 R1 `r THE NORTH LINE OF THE RCE 862, UP 0.10'. NO REF. FD 3 8" REBAR FLUSH. NO # co . N ACCEPTED AS THE C-N-SW-SE ACCEPTED AS THE C-N-S-S N: 2199082.529 S 1 /2 OF THE N 1 /2 OF 1/256 COR. cO a) 1/256 COR. REF. DID NOT ACCEPT. E:6440153.49 rn r THE SW 1/4 OF THE CV `t W I ESTABLISHED BY COMPASS FD 2" IRON PIPE W TAG LS `�r7\ SWl 4 6 LO RULE ADJUSTMENT PER R1. 2831 IN ROCK MOUND PER RW in / CD 'LLn FD 16D NAIL IN ROCK, NO REF. S71'09'16"E 1.20' FROM I MAP 786-CC. ACCEPTED AS o \ o DID NOT ACCEPT AS SECTIONI CALCULATED POSITION. SET 2" THE SE CORNER OF SECTION 27. rn p CORNER. NO OTHER POSSIBLE I.P. W/ TAG, PLS 9107, FLUSH. m z MONUMENTS FOUND. 1911.79' �- 27 26 I 26 25 N89'49'49"W 2602.73' (2602.50' R1) 1315.58 1315.59' N89_01'17"E 2662.22' 1 34 35 N89.37'37"W 2631.17' 35 36 N 83.16' (1.26 CHAINS PER FD 14URIED ROCK NO FD 1-1/2" I.P., OPEN, UP GOV'T PLAT DATED DISTINCTIVE MARKING. 0.30', W/ ROCK MOUND APRIL 27, 1905) gCCEPTED AS THE SW WITNESS 3' TO THE NORTH. /CORNER OF SECTION 26 ACCEPTED AS THE SOUTH E 1/4 CORNER. SET TAG, PLS 91107. SEE DETAIL "A" s SHEET 2 1 "=500' RIV-CO 25-0005 m IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE,- STATE OF CALIFORNIA RECORD OF SURVEY BEING A SURVEY OF THE EAST 1/2 OF SECTION 27, AND A PORTION OF SECTION 26, TSS, R3E, S.B.M. ffiLLWIG-GOODROW, INC. NOVEMBER soZt MONUMENT NOTES BASIS OF BEARINGS: A❑ INDICATES FD 3/4" I.P. W/ NAIL & TAG, RCE 862, UP 0.50'. NO REF. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS © INDICATES FD 3/4" I.P. W/ NAIL & TAG, RCE 862, FLUSH. NO REF. DSSC, PIN1, AND COTD, CSRC EPOCH 2O17.50 NAD83 (2011) AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND C INDICATES FD 3/4" I.P. W/ NAIL & TAG, RCE 862, DN 1.0'. NO REF. DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT DSSC ❑D SEARCHED, NOTHING FOUND. EST. THE C-S-NW-SE 1/256 RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A COMBINATION FACTOR OF 0.99973646. CALCULATIONS CORNER EST. BY PRORATION. SET 1" I.P. W/ PLASTIC ARE MADE AT POINT #13 WITH COORDINATES OF N: 2199082.52, E: 6440153.49, PLUG, PLS 9107, UP 0.30'. USING AN ELEVATION OF 5092.44' Q SEARCHED, NOTHING FOUND. EST. THE SW -NW -SE 1/256 CORS STATIONS CORNER EST. BY INTERSECTION. SET 1" I.P. W/ PLASTIC PLUG, PLS 9107, UP 0.30'. STATE PLANE. NAD 83, CALIFORNIA ZONE 6. (GRID EPOCH 2O17.50) F❑ SEARCHED, NOTHING FOUND. EST. THE C-W-W-SE 1/256 DSSC CORNER EST. BY PRORATION. SET 1" I.P. W/ PLASTIC N-2210771.96 LAT:33'43'59.98427" PLUG, PLS 9107, UP 0.30'. E-6421178.70 LONG:116*42'43.47978" HEIGHT:1692.640 (METERS) © SEARCHED, NOTHING FOUND. EST. THE C-E-E-NW 1/256 CORNER EST. BY PRORATION. SET 1" I.P. W/ PLASTIC COTD PLUG, PLS 9107, UP 0.50'. N-2210180.64 LAT:33'43'56.94384" E-6520050.68 LONG: 116'23'12.75738" H] SEARCHED, NOTHING FOUND. EST. THE C-E-SE-NW 1/256 HEIGHT:61.028 (METERS) CORNER EST. BY PRORATION. SET 1" I.P. W/ PLASTIC PLUG, PLS 9107, UP 0.30'. PIN1 N-2166429.73 LAT:33'36'43.75399" ❑ SEARCHED, NOTHING FOUND. EST. THE SE -NW 1/64 E-6498293.94 LONG: 116'27'29.33492" CORNER EST. BY INTERSECTION. SET 1" I.P. W/ PLASTIC HEIGHT:1288.387 (METERS) PLUG, PLS 9107, UP 0.30'. ❑ SEARCHED, NOTHING FOUND. EST. THE C-S-SE-NW 1/256 CORNER EST. BY PRORATION. SET 1" I.P. W/ PLASTIC PLUG, PLS 9107, UP 0.30'. GRID TO GROUND ❑K SEARCHED, NOTHING FOUND. EST. THE SW -SE -NW 1/256 GRID TO GROUND SCALED AROUND POINT #13 CORNER EST. BY INTERSECTION. SET 1" I.P. W/ PLASTIC PLUG, PLS 9107, UP 0.30'. GRID TO GROUND 1.0002636078 © SEARCHED, NOTHING FOUND. EST. THE C-W-E-W 1/256 GROUND TO GRID 0.99973646 CORNER EST. BY PRORATION. SET 1" I.P. W/ PLASTIC PLUG, PLS 9107, UP 0.30'. SEARCHED, NOTHING FOUND. EST. THE C-E-W-W 1/256 CORNER EST. BY PRORATION. SET 1" I.P. W/ PLASTIC PLUG, PLS 9107, UP 0.30'. o 0 N❑ SEARCHED, NOTHING FOUND. EST. THE SE -NW -SW 2 1/256 CORNER EST. BY INTERSECTION. SET 1" I.P. _ W/ PLASTIC PLUG, PLS 9107, UP 0.30'. o 0 0 SEARCHED, NOTHING FOUND. EST. THE C-S-NW-SW z c� 1/256 CORNER EST. BY PRORATION. SET 1" I.P. W/ PLASTIC PLUG, PLS 9107, UP 0.30'. CONVERGENCE ANGLE AT POINT 13 IS-00'13'10" © SEARCHED, NOTHING FOUND. EST. THE C-W-SW 1/256 CORNER EST. BY PRORATION. SET 1" I.P. W/ PLASTIC PLUG, PLS 9107, UP 0.30'. ® FD 3/4" IRON PIPE W/ TAG, RCE 862, UP 1.0'. NO POINT #13 REF. ACCEPTED AS THE C-N-SW-NW 1/256 N-2199082.52 CORNER. E-6440153.49 BOUNDARY ESTABLISHMENT NOTE THE BREAKDOWN OF SECTION 26 IS DEPENDENT UPON THE ACCEPTANCE OF J.F. DAVIDSON MONUMENTS FOUND IN THE NORTHWEST QUARTER AND THE SOUTHEAST QUARTER OF THE SECTION. THESE MONUMENTS WERE USED TO REESTABLISH THE WEST QUARTER CORNER, THE NORTHWEST 1/16 CORNER, AND WERE ACCEPTED AS FOUND IN LIEU OF FINDING THE SOUTHEAST SECTION CORNER. NO RECORD OF THE FILING OF A MAP SHOWING THESE MONUMENTS WAS FOUND. EL-5092.44' BASIS OF BEARINGS: (NOT TO SCALE) 98899.81' (GROUND) N89'39'26"W 98873.75' (GRID) PROJECT SITE W w S PIN1 E EXCEPTION DEED OF TRUST DOC #2006-0905861 REC. 12/11 /2006i COTD DETAIL "A" 1 "=100' o. C3 w CZ — 40 o C N co / C1 Z TIES TO PROJECT CONTROL (NOT TO SCALE) Q S58'21'53"E 22,292.32' (GROUND) S73-11'24"E 22,616.29' (GROUND) N55'43'33'W 67,145.43' (GROUND) N60'40'50"W 66,699.79' (GROUND) #1 N60• B 88 'o? 4, 8 #13 �S�S �816, .9s8 FgR��oJ R'OJ tips #13 N: 2199082.52 E: 6440153.49 FD 2" IRON PIPE W/ TAG. LS 2831 IN ROCK MOUND PER RW MAP 786-CC. ACCEPTED AS THE SE CORNER OF SECTION 27. 1911.79' 52.30' 61.50' 577.15' 638.65' (638.65' R2 & R3 N89'49'49"W 2602.74' (2602.50' R1, 2602.21' R2) \S`370. boo o Cl L=167.43' ;?-\ � R=210.00' 0=45'40'55" a0?5-0�5 0$ SHEET 2 OF 2 PINT 2 L=250.38' (250.38' R3) N89'37'37"W -- R=250.00' (250.00" R3) FD BURIED ROCK NO 2631.17' 0=57'22'57" (57'22'57" R3) DISTINCTIVE MARKING. ACCEPTED AS THE SW C3 L=326.75' CORNER OF SECTION 26 R=290.00' 0=64'33'26"