Loading...
rs164_058-064IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 1 OF 7 SHEETS m u ff I %_ N '% mu __­ft ff '% 's a m E m E 1% ff kuoo %low; moor& BEING A SURVEY OF PORTIONS OF SECTIONS 2, 3 AND 11, TOWNSHIP 5 SOUTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN KWC ENGINEERS SEPTEMBER 2023 STATEMENT OF PURPOSE: THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE BOUNDARY OF: �j PARCEL 2 OF GRANT DEED RECORDED NOVEMBER 02, 2015 AS INSTRUMENT NO. 2015-0479760, O.R. (BEING PARCEL "A" LLA NO. 2548, REC. FEBRUARY 5, 1988 AS INSTRUMENT NO. 0032808, O.R.) OPARCEL 3 OF GRANT DEED RECORDED NOVEMBER 02, 2015 AS INSTRUMENT NO. 2015-0479760, O.R. (PARCEL 58, OF CORPORATION GRANT DEED, REC. JAN. 31, 1975, AS INSTRUMENT NO. 12745, O.R.) O "PREVIOUSLY OMITTED PARCEL" OF GRANT DEED RECORDED NOVEMBER 02, 2015 AS INSTRUMENT NO. 2015-0479760, O.R. (DEED TO D.W. GUFFEY, RECORDED. JULY 18, 1911, BOOK 331, OF DEEDS, PAGE 197.) ® PARCEL 4 OF GRANT DEED RECORDED NOVEMBER 02, 2015 AS INSTRUMENT NO. 2015-0479760, O.R. (PAR. 4 OF CORP. GRANT DEED, REC. 04/18/1988 AS INST. NO. 1988-0132688, O.R.) OPARCEL 5 OF GRANT DEED RECORDED NOVEMBER 02, 2015 AS INSTRUMENT NO. 2015-0479760, O.R. (BEING GRANT DEED REC. 07/15/1965, AS INST. NO. 1965-00081414, O.R.) ©PARCEL 6 OF GRANT DEED RECORDED NOVEMBER 02, 2015 AS INSTRUMENT NO. 2015-0479760, O.R. (PARTNERSHIP GRANT DEED REC. DEC. 18 1984, AS INST. NO. 1984-0269339, O.R.) OPARCEL 7 OF GRANT DEED RECORDED NOVEMBER 02, 2015 AS INSTRUMENT NO. 2015-0479760, O.R. (GRANT DEED REC. DEC. 18, 1981, INST. NO. 1981-0269340, O.R.) ® PARCEL 8 OF GRANT DEED RECORDED NOVEMBER 02, 2015 AS INSTRUMENT NO. 2015-0479760, O.R. (TAX DEED, REC. APRIL 9, 1998, INST. NO. 1998-0135631, O.R.) �g PARCEL 1 OF GRANT DEED RECORDED NOVEMBER 02, 2015 AS INSTRUMENT NO. 2015-0479760, O.R. (BEING PARCEL "B" OF LLA NO. 3004 REC. JUNE 30, 1989 AS INST. NO. 1989-0218509, O.R.) BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS "CNPP", "NOCO", AND "MLFP" NAD83 (NSRS2011) EPOCH 2O10.00 AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS AS SHOWN PER THAT 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 0.99992792. CALCULATIONS ARE MADE AT FD 1" I.P. & BRASS TAG, IS 6932", DN. 0.2' PER RIV. CO. TIE BOOK 140/117 AND C.R. 22-0057 ACCEPTED AS C/L INT. TEMESCAL CANYON ROAD & CAMPBELL RANCH ROAD WITH COORDINATES OF N: 2222945.527 (GRID), E: 6189740.182 (GRID), USING AN ELEVATION OF 1069.73. SURVEYOR'S NOTES: ® INDICATES FOUND MONUMENT PER RECORD OF SURVEY ^��, RS jbd\ UNLESS OTHERWISE NOTED. O INDICATES SET 1" IRON PIPE, TAGGED L.S. 9029, FLUSH UNLESS OTHERWISE NOTED. ❑ INDICATES ESTABLISHED POSITION, NOTHING SET DUE TO ACTIVE SURFACE MINING OPERATIONS ( ) INDICATES RECORD DATA AS NOTED. [ ] INDICATES RECORD DATA PER RIVERSIDE COUNTY R/W MAP NO. 23-C-4. < > INDICATES RECORD DATA PER R.S. 150/79-80 R1 INDICATES RECORD DATA PER R.S. 85/45-47 R2 INDICATES CALCULATED DATA PER RA'ERSIDE COUNTY F.B. 2133 R3 INDICATES RECORD DATA PER R.S. 40/100 R4 INDICATES RECORD DATA PER R.S. 20/67 R5 INDICATES RECORD DATA PER R.S. 128/25-29 R6 INDICATES RECORD DATA PER TRACT NO. 37153, M.B. 484/47-50 R7 INDICATES RECORD DATA PER R.S. 143/16-19 R8 INDICATES RECORD DATA PER R.S. 36/89 R9 INDICATES RECORD DATA PER TRACT. NO. 11959, M.B. 111/21-30 R10 INDICATES RECORD DATA PER TRACT NO. 29416-1, M.B. 306/60-86 R11 INDICATES RECORD DATA PER R.S. 117/82-84 R12 INDICATES RECORD DATA PER R.S. 38/1 R13 INDICATES RECORD DATA PER TRACT NO. 23188-1, M.B. 256/52-62 R14 INDICATES RECORD DATA PER DEED REC. JULY 18, 1911 IN BOOK 331, PAGE 197, OF DEEDS. R15 INDICATES RECORD DATA PER RIGHT OF WAY MAP "MAITRI ROAD", 844-W. R16 INDICATES RECORD DATA PER GRANT DEED TO RIV. CO., REC. DEC. 27, 1979 AS INST. NO. 273867, O.R. R17 INDICATES RECORD DATA PER PARCEL MAP 6780, P.M.B. 20/99 R18 INDICATES RECORD DATA PER LOT LINE ADJUSTMENT NO. 3004, REC. JUNE 30, 1989 AS INST. NO. 1989-0218509, O.R. R19 INDICATES RECORD DATA PER GRANT DEED TO CITY OF CORONA, REC. MARCH 4, 1976, INST. NO. 1976-0028723, O.R. R20 INDICATES RECORD DATA PER LOT LINE ADJUSTMENT NO. 2548, REC. FEB. 5, 1988 AS INSTRUMENT NO. 1988-0032808, O.R. R21 INDICATES RECORD DATA PER PARTNERSHIP GRANT DEED, REC. DEC. 18, 1981 AS INSTRUMENT NO. 1981-0269340, O.R. R22 INDICATES RECORD DATA PER GRANT DEED REC. DEC. 18, 1984, INST. NO. 1984-0269339, O.R. R23 INDICATES RECORD DATA PER GRANT DEED REC. DEC. 18, 1984, INST. NO. 1984-0269337, O.R. R24 INDICATES RECORD DATA PER R.S. 150/79-80 R&M INDICATES RECORD AND MEASURED PER RECORD AS INDICATED S.N.F. SEARCHED, NOTHING FOUND (R) INDICATES RADIAL BEARING GPS CONTROL( N: 2280817.135 E: 6161339.173 SURVEYOR'S STATEMENT RECORDER'S STATEMENT FILED THIS -a DAY OF S-ePt, 2Q CI AT LQ_-*jL_A.M., IN BOOK JLqOF RECORDS OF SURVEY, AT PAGES 5S - THE REQUEST OF THE COUNTY SURVEYOR. NO. ao�y-02.$135� FEE: pi . 4 0 PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: �1_ DEPUTY BY; l: 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 CHANDLER'S SAND AND GRAVEL IN JULY, 2023. DATED: a -7-0 - 211 _UmA (foh ldl THOMAS M. CASELDINE, L.S. 9029 CM. Cqs� L ai y� No. N�T� 9029 OF \\ CA `\�o��`Q. THIS MAP HAS BEEN EXAMINED IN ACgADANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS DAY OF S414-PT , 20. N�` � o� s DAVID L. McMILLAN, COUNTY SURVEYOR a� z L.S. 4688 EXP. 12-31-24 * No. 4688 CA 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). DAVID L McMILLAN, COUNTY SURVEYOR L.S. 4688 EXP. 12-31-24 N88'59'15"W 76340.78' (GRID) N76 36,24"E g1032•g0 / GPS CONTROL: CNPP N: 2258382.032 GRID 43\r, E: 6149110.930 (GRID) sW21:�\��OJ tea. S `�9� \V J o. N01'06'21 "E 7912.57' (GRID) N01'06'21 "E 7913.14' (GROUND) , N: 2218561.755 E: 6186112.705 \p'1 `CQ` 01 A„�g jG¢p�j�hgh NW COR., SEC. 2 N: 2226472.951 (GRID) E: 6186265.406 (GRID) N44'34'09"W 4951.44' (GRID) GPS CONTROL: (MLFP) N: 2279468.247 (GRID E: 6237668.037 (GRID 1 " I.P. AT C/L INT. OF TEMESCAL CANYON ROAD & CAMPBELL RANCH ROAD E: 6189740.182 (GR N39'36'25"E 5690.00' (GRID) BASIS OF BEARINGS DETAIL N. T. S. -940'20.84" CONVERGENCE ANGLE AT FD. 1" I.P. AT CA INT. OF TEMESCAL CANYON ROAD & CAMPBELL RANCH ROAD AN ELEVATION OF 1069.73 NOTE: SEE SHEET NO. 2 ESTABLISHMENT AND INDEX MAP RIV. CO. 24-0051 priginaP avau -02gi 352. S.N.F. Y 4 I3 S.N.F., ESTAB. N 1/4 BY REC. DIST. OF 380.48' FROM FD. MON. PER R11 (N89'39'19"W 2637.16' R10) _39'35'W 2637.58' (N89'40'37'E 2637.54' R11) 2257.10' (2257.06' R11) - FD 2" BRASS DISK SET IN CONC. MOUND, STAMPED L.S. 4131, UP 0.2' PER R.S. 88/26-31 & R11. ACCEPTED AT NORTHWEST CORNER FD. 2" I.P., TAGGED L.S. 4131, OF SEC. 2. DN. 0.4', AT INT. OF N. UNE OF SEC. 3 & SW'LY R/W OF LAWSON ROAD PER R.S. 88/26-31 & R.S. 117/82-84. \\\ HELD FOR UNE. IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 35 RECORD OF 2 SURVEY BEING A SURVEY OF POR11ONS!SOUTH,s KWC ENGINEERS r r ■ 1:63 CA 9019MIXF* Liu o g \ I N01'05'21 "E 2641.00' (N01'05'47"E 2641.14' R2) SEE SHEET 4 r- (N00'26'16'E 2641.21' M.B. 399/81-84) � o S.N.F., ESTAB. E. 1 4 COR SEC. 3 BY W. 1 /4 COR. w / FD 1 " I.P., TAGGED L S. 91 Q6, r7 HOLDING RECORD DISTANCE OF 22.72 \ UP 0.4' PER R6, ACCEPTED AS SEC. 3, S.N.F. � v FROM E'LY FD. MONUMENT PER I DETAIL A CENTER 1/4 COR. SEC. 2 PER M.B. 399/81-84. SEE HEREON R8 & R24. N89'25'18"W 2632.11' N89'2453'E 2631.75' R10 (N89'41'21'E 2645.12' M.B. 256/52-62) ( ) \� N8739'05"W 2645.04' I 2622.32' I o) CEN. SEC. 3, S.F.N. ESTAB. BY � (22.72' R&M M.B. 399 81-84) o SINGLE PROPORTION PER R10 - 'WRANGLER Ico 00 n co vi ul � !N � �i�� �co N.A.P. N i WAY i r' 14 I MM N PEE I y9 p 6 NPR N ��7� SEE SHEET 3 � 1g 21'to 3 co co c � � W DUI N� MIS N89'32'25"W (2630.66' M&R10) ' Vo (N89'32'26'W R10) N89'45'19'W 2625.21' S.F.N. BY HOLDING REC. DIST. OF 2630.66' FROM NW COR. SEC. 10 AND 5280.39' FROM N. 1/4 COR. SEC 3 PER R10. L 0.5'x0.5'x1.3' STONE W/ 3 NOTCHES ON E. FACE, 5 NOTCHES ON S. FACE, UP 0.5', PER R.S. 53/42, R2 & R25. ACCEPTED AS NW COR., SEC. 10. NOTE: O7 INDICATES PARCEL REFERENCE FOR THIS SHEET ONLY, SEE SHEET 1. SEE SHEET 5 FD 3/4" I.P. W/ R.C.E. 862 PLASTIC PLUG DN. 0.3', ACCEPTED AS 1/4 COR. 10 & 11 PER F.B. 2133, R1 & R24. SHEET 2 OF 7 SHEETS --------------------------------------- cli \\ i i qGo I i I t° I I w � j I�CD i Lo I ® ai I o� z I N 85/04 R Cj. l N w (22.72' R&M M.B. 399/81-84.) S.N.F., ESTAB. E. 1/4 COR, SEC. 3 BY '� FD 2" I.P., TAGGED LS. 5347, FLUSH (S89'39 30'W 2629.19 R8) (N89'39 37'W 2628.60 R6) (2628.62 R5) I N co AT INTERSECTION OF N'LY R/W OF N89'38'38'W 2628.34' <N89'39'12"W 2628.57'> I HOLDING RECORD DISTANCE OF 22.72 o i FROM ETY FD. MONUMENT PER p o GLEN NY ROAD AND STY UNE OF i M.B. 399/81-84. I z LOT FOR 0 PER M.B. 399/81-84. HELD 50 FD N&T, LS 6932, FLUSH 3� 41' R.SIN Mo62/24626E PER I i (N89'55'01 "E 2631.75' R10) (N89'41'21 "E 2645.12' M.B. 256/52-62) i ---- N8W25'18"W 2632.11' N89'39'05"W 2645.04' G� 0p • 8 $ 6 8g AS E. 1/4 COR., SEC. 2 N i - 622.32' -�- TRP 3 >/ 0) Qpp. R S / I v o I ` I A\(`� WLoMd �NM'tI 04cDco� G� � 04 W N N co co m N I / CO i C140WWWi IMN I P� �� S o I Wco ui �o �O O N to to i I \ N I, Z Z Z I O W vv� i o O I o Z o DETAIL "A" I FD 1-1/4" I.P. WITH TAG R.C.E. � �� FD. 1" I.P. W/ P.P. �\ I j SCALE: N.T.S. i -_ -L--- cr 862, DN. 0.2', ACCEPTED AS CS ! �� L.S. 3069, FLUSH, \ ----- 1/16 COR. SEC. 2 PER R8, ! PER R1, R5 & R7. M 9 -y R.S. 84/38, R 1, R6 & R24. ! m I l 2 �Icn^ ! r" N 25 M nix �I� �28/ NIA n ! N ,9 Q � 04 to N 4 i 35 �93 F l o R S 6/gh \.� o I w® ! Zg3 Sg co z 3� Lo s " 38p/ I I z I I�''6 `.I (N89'08'25"W 2634.68' R7) N89'32'50"W 5286.78' (N89'30'E 2645.65' R3) 1323.55' <1323.54'> (1322.83' 1 55 / 45 1., Al S.N.F., ESTAB. POSITION BY SINGLE PROPORTION PER R3. ' (1315.67' R3) <1320.35' R&M> (1315.67' R3) <1320.35' R&M> <2640.70' R&M> (S89'32'30'W 2631.34' R3) <N89'31'15'W 5284.46' R&M> SEE SHEET -61 1 i <N89'33'04"W 5286.545 2639.69' <2639.46'> (2639.70' R1) (N89'25'50'E 2640.56' R4) ��. ? 1 S.N.F., ESTABUSHED NORTH n 1/4 CORNER AT INTERSECTION S.N.F., ESTABLISHED BY HOLDING OF NORTH UNE OF SEC. 11 RECORDS DISTANCE OF 1151.76' / AND THE PROLONGATION OF PER RS 85/45-47, R5 & R7 --/ a THE CENTER SEC. LINE OF FROM FD. MONUMENT NTY. SEC. 2 PER R8 & R24. M I 00 04 35,3 ,62 Lo co l to W I N 00 W r � z 40IR A i 03'� 2 co Lo I o I 230q� 6/ 30 p' n \� GT 00 N 000 z N S.N.F., ESTABUSHED I CENTER OF SEC. 11 BY INTERSECTION. <2643.76' R&M> (S89'28'30'W 2643.34' R4) l (N89'52'06'W 5284.61' R1)oo 1 'I A FD 1 " I. P. TAGGED I00 co L.S. 9029, DN. 0.1', v FD 3/4" I.P. WITH R.C.E. TAG 9876, PER R24.--- UP 0.7', PER F.B. 2133 & R24. ACCEPTED AS S 1/4 COR. SEC. 11. (N89'08'08'W 2634.63' R5) (N89'29'05'W 2634.74' R1) N89'08'08"W 2634.61' I V2 V2 i N IL w CD M co 4 in N JN � O W m�+\ z N O O V W a to N �co INO W W v cq W t o o l;sZ I w NOTE:SEE SHEETNO. 1 FOR BASIS OF c. STATEMENT OF PURPOSE AND SURv?EMR`s NOTES. IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 3 OF 7 SHEETS d' D% o O pi z w'(D � O � I- N O W N (Dr < O O U (D N W w W Iwo Ui ¢ ry (1) z c3 � o Ln 0 WLn � 0 0�� z 0 r o I- I W (DQr_Lf) W = Li- m O OWN co NOO w Ld W � ry cn � z 0 Kol BEING A SURVEY OF PORTIONS OF SECTIONS 2, 3 AND 11, TOWNSHIP 5 SOUTH, RANGE 6 WEST, SAN BERNARDI NO MERIDIAN C ENGINEERS SEPTEMEER 2023 1 ❑at SCALE: 1 "=120' WRANGLER WAY 120' 240' 360' }I S.N.F. N89 36'46"W (396.00' M&R DEED S.N.F. I REC. APRIL 2, 1936, BK. 271/533, O.R.) \ u (N89'40'22"E 395.97' R9) �G��', I FD. 3/4" I.P. W/ ILLEG. % I HELD PARALLEL 6, G PLASTIC PLUG, UP 0.3 , PER o o I� TO EAST LINE 193 ��' 0 cr) P.M.B. 51/14-15 & R9. 0.9 coo N w M 0 0 0 z � N �,� o � IMM O \ I RE�• FD 3/4" I.P., OPEN, DN. 0.3' PER i w O• P.M.B. 51/14-15, HELD FOR LINE. :,niv `O' �%j 0.07' FROM E.C. I 1. o N 18.23' (18.18' P.M.B. 51/18) 1 2 6' I (17.93' R9) 1 z FD 1-1/4" I.P. WITH NAIL, 1 DN. 0.5' PER P.M.B.to I o/ 51/14-15, N.E. 0.1 i_)\�_FD. I Co77.65 �O- LINE. ��•�S.N.F.l i 5/8" REBAR W/ ILLEG. S.N.F. \\ PLASTIC PLUG, DN. 0.5', NS� PER M9. -PS• HELD PARALLEL `l3 TO NORTH LINE 80.00' R/W PER RIVERSIDE COUNTY RIGHT OF WAY MAP NO. 23-C-4 - (N01'00'E 51.48' R14) N01'57'10"E 51.48' (N39'30'W 126.72' R14) N38'32'50"W 126.72' - UO c\0�Od R _ 4.�A r cT 00. 0 i1�` 21.30 i I , / IMC4 i. EE _SAEET NO. 1 FOR BASIS OF OF ^"• D O. .a a O- �a CURVE TABLE CURVE DELTA RADIUS LENGTH C1 30'3728" [30.38' (30'37'08" 1000.00' 1000' 1000.00' 534.50' 534.64'] 534.40' C2 19'42'41 " 1000.00' 344.03' C3 10*54'47" 1000.00' 190.47' C4 32'57'42" [32.59' (32'59'45" 1200.00' 1200' 1200.00' 690.35' 690.79'] 691.06' C5 04*37*58" 1240.00' 100.27' C6 01'28'40" 1240.00' 31.98' C7 01'53' 17" 1040.00' 34.27' LINE TABLE LINE BEARING DISTANCE L1 N84'01'21"W [N84'42'W (N84'42'30"W 162.66' 162.77'] 162.56' R9) L2 I N89'36'46"W 396.00' R9) (A=19'40'57" L=343.52' R9) (4=10'56'11" L=190.88' R9) R9) R&M DEED REC. APRIL 2, 1936, BK. 271 /533, O.R.) SS0 G1� IrOS . - 0& R/W PER TRACT NO. 11959, �sr• �� S0J \ M.B. 111 / 21-30. '90 0p8, FD 2" I.P. OPEN, DN. 0.5' PER \ \�p9J \ P.M.B. 51/14-15, ACCEPTED \ AS B.C. `a 1 � 170B S.N.F. , 'S / \ SNF� l� C7 i \ FD COPPERWELD, DN.0.2', �� '. .y i O 2i Q' PER R9 & C.R. 10-0536. PARCEL 3 OF GRANT DEED RECORDED NOVEMBER 02, 20159 INSTRUMENT NO. 2015-0479760, O.R. 25.02 ACRES PARCEL 58, OF CORPORAT/ON GRANT DEED, REC. JAN. 31, 1975, AS INSTRUMENT NO. 12745, O.R. S.N.F. o 0 fS.N.F. o a S.N.F.-t o �r 4 i f ` 1 ; 162.66' N84.01'2,"Wo o 1 / N8927, "I• ,\ j/ FD 1-1/4" I.P., NO TAG, DN. 55"e (R) �\ I �_ \ / / 2.0', PER C.S.F.B. 2028/1-2 & R9. HELD FOR B.C. (A=06'43'21" 0=06'43'26" R=533.00 R=533.00 , `i I / FD 1-1/4" I.P., NO TAG, DN. 0.2, � L=62.54' R15) L=62.55' \a '30"E (R) PER C.S.F.B. 2028/1-2 & R9. HELD 1 \` �I N_82' 44` FOR LINE, 0.1' W. OF E.C. R=1290.00' ,� (GRANT DEED, REC. IAN 19, 2011, L=4.60' R15&M)r�`��� INST. NO. 2011-0029356, O.R. / o. �• C/L OF 30.00' MAITRI u ROAD PER P.M.B. 11/77. 1 ON. `I ` 1 ` 0 00. 2010 661 0 R• 1` a 1 • 12, 9 6 0 PAR Pv0• O'031 1 2` _1 REO• 201 05359 0. 31, 2010 R• ti w,o PPR 1 • G. 395 0 �`� o REG. 0415 & RE 2010� ) o 00. r.\ 1 "PREVIOUSLY OMITTED PARCEL" OF GRANT DEED RECORDED NOVEMBER 02, 2015., .e, INSTRUMENT NO. 2015-04797609 O.R. , 21.31 AC R ES 1 ` 1 \ ` ` DEED TO D. W. GUFiFEY, 1 1 ` REC. L/UL. 18, 1911, DETAIL "B" � `I BOOK 331, OF DEEDS, PAGE 197. SEE SHEET NO. 7 1 ` 1 ` 1 1 ` 1 ` o S.F.N., HELD PROPORTION BETWEEN N.E. COR, SEC. 3 AND `I E. 1/4 COR. SEC. 10, AND ADJUSTED WEST PER RECORD DISTANCE OF 5255.86' FROM N.W. COR. SEC. 10, PER R2. N_8_2'4_3'07"_E_(_R) 1� ---- UNABLE TO SET MONUMENT DUE TO POSITION FALLING ON 1 A=01'58'46""\ STEEP SLOPE FROM MINING OPERATIONS. N89'32'50"W 2647.09' <2647.08'> (N89'30'E 2645.65' R3) R=467.00' (41'0'0" R14&M) 1421.37 (S89'30"W 1420.60' R14) 1 1380.22' N84'41'53"E PAR. 4 OF CORP. GRANT DEED, GRANT DEED REC. 04/18/1988 SEE SHEET NO. 6 REC. 07/15/1965, AS INST. NO. 1988-0132688, O.R. AS INST. NO. 81414, O.R. pri9in0.P aoaN 559- 1� co rn M ui O cV cc M N .- w !n I to o Iz FD. 3/4" I.P. TAGGED --------------------- L.S. 862, DN. 0.3', PER R17. / DETAIL "D" �•.' SCALE: 1 "=40' ; PARCEL 1, GRANT DEED <' REC. NOV. 02, 20159 INST. NO. 2015-0479760, O.R. % ------------------------------------------- NE TABLE TABLE LINE BEARING DISTANCE L1 N68'01'26"W 7.37' L2 N10'30'24"W 16.30' L3 N53'32'41 "E 154.67' L4 N58'32'05"E 110.95' L5 N59'52'42"E 198.27' L6 N64'07'46"E 100.82' L7 N67.29'15"E 86.08' L8 N70'08'30"E 181.99' L9 N72'50'48"E 90.11' L10 N74'55'38"E 92.85' L11 N74'08'05"E 200.10' L12 N82'29'18"E 103.47' L13 N78'28' 18"E 38.16' L14 N73'56'11"E 108.67' L15 N71'05'45"E 59.17' L16 N67'40'34"E 272.77' L17 N20'26'11"W 145.29' L18 N66'44'10"E 354.43' L19 N83'44'12"E 115.41' L20 N54'45'12"E 18.00' L21 N35' 14'48"W 35.00' L22 N54'45'12"E 30.00' L23 N35' 14'48"W 35.00' L24 N54'45'12"E 12.00' IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 1 ♦ sly • ! ! !SOUTH,R+ • WEI SAN D! MERIDIAN SHEET 4 OF 7 SHEETS S.F.N. S.F.N. FD. 3/4" I.P. W/ ILLEG. PLASTIC PLUG, DN. 3.0', PER M.B. 90/18-22, F.B. 2131/5498 & R13. HELD FOR y UNE �\ 2 I p 120' 0 1'20' 240' 360' R/W PER P.M.B. 20/99 0 & M.B. 90/18-22 ��0� Q o p \ Q U SCALE: 1 "=120' "�,® O �w DETAIL C �, 4: w V) SEE HERON �� N89'25'18"W 2632.11' (N89'55'01 "E 2631.75' R10) 2 (S89'55'00"W R19) (824.15' M&R19) 160 fm OAP 20/ -, GE�, ,�8, S.N.F. ,L15 �'' / S.N.F. I " PAR. A OF LLA 3004, PAR P• ow ��� S.N.F. N'F' , ; �1=1� j � , / � / o S.N.F. v ° a v vt� (A=09.58 34 R=970.00 L=168.89 R10) REC DUNE 30, 1989 ✓ 12 sNF/ °°j�' ®A, �$ (A=46 03'00" R=400.00' L=321.49' R10) AS INST. NO. 218509, O.R. �_ - c1 :✓ ` SNF to `� .`b N LY LINE OF PAR. B _ _ �2 OF LLA 3004 �-10 ' _- S.N.F. Cy �. ' �� �. ^/ '. S.N.F. p ®' ip (A=0753'00" R=1030.00' L=141.72' R17, R18) -9 + R >SNF �� FD. 3/4" I.P., TAGGED L.S. 862, �t00 -p '$oo- 15 S / S.N.F. 2�" O DN. 1.5', ACCEPTED AS E.C. OF (17.4 �} CA OF GLEN IVY ROAD. S.N.F. , & GLEN IVY ROAD PER RIV. CO. SURVEY �1 �y9+12 �1j /���`© �ai �,'L DN. 1/3'," ACCEPTEDTAGGED ASLS. B.C.862, 0F DEED PLAT 604-D. (VACATED PER N6� / `JYi CA OF GLEN IVY ROAD. ASOLUTION INST. NO.R78564E O.R.) Y 16, 1971 ��� / �.✓! s G��� �PCPo S.N.F. ' �G� j S.N.F. p►R• �P 0/55 / N.A.P. 1 GRANT DEED TO CITY OF CORONA, P REC. MAR. 4, 1976, INST. o� PARG ���• 1 FD. 3/4" I.P., OPEN, � / /+/ FD. 3/4" I.P., TAGGED LS. 862, - ti DN. 0.1 , PER R 17. ,�g NO. 1976 0028723 O.R. �-'' p DN. 1.2. HELD FOR LINE 0.3 O " S.N.F. NE'LY OF E.C. S� : A •,o FD. 3/4 I.P. TAGGED 1./ �Op�F-/,,� L.S. 862, DN. 0.3', 6�y6 'L6y �,► PER R17. FD. 1" I.P., OPEN, FLUSH, ��9� �S` ,' GO 'X ly ACCEPTED AS CA INT. OF `9.c���� �6�, C�' i� ` / FD. 3/4" I.P., ILLEG., DN. 1.0', WARM SPRINGS DRIVE PER R10. ACCEPTED AS B.C. OF CA OF GLEN IVY ROAD. �?�� ®/-,�� ,�',.- - DETAIL "D" .�\, ¢/ SSE HEREON IP O� Oy�`6 FD. 3/4" I.P. TAGGED L.S. 862, �s , •�� �ti �. DN. 1.0', PER M.B. 90/18-22 PARCEL 1, GRANT DEED & RIO. ACCEPTED AS E.C. OF CA GLEN IVY ROAD. REC. NOV. 029 20159 CURVE TABLE CURVE DELTA RADIUS LENGTH C1 1T00'02" 500.00' 148.36' C2 13'45'00" 682.84' 163.87' C3 9'23'07" 1300.00' 212.95' C4 12'40'18" 1000.00' 221.16' C5 12'40'18" 1030.00' 227.80' C6 9'56'20" 1000.00' 173.47' C7 9'56'20" 970.00' 168.26' C8 46'09'49" 400.00' 322.28' C9 46'09'49" 430.00' 346.45' C 10 3'47' 17" 1030.00' 68.10' C11 1'00'32" 1030.00' 18.14' C12 7'52'29" 1030.00' 141.56' C13 9'33'15" 430.00' 71.70' (N68'40'13"W 7.37' R18) (N11-09'11"W 16.30' R18) (S52.53'54'W 154.67' R18) (S5T53'18"W 110.95' R18) (S59'13'55"W 198.27' R18) (S63'28'59"W 100.82' R18) (S66'50'28"W 86.08' R18) (S69'29'43"W 181.99' R18) (S72'12'01"W 90.11' R18) (S74'16'51"W 92.85' R18) (S73'29'18"W 200.10' R18) (S81'50'31"W 103.47' R18) (S77'49'31 "W 38.16' R18) (S73'17'24"W 108.67' R18) (S70'26'58"W 59.17' R18) (S67'01'47"W 272.77' R18) Y..9.. 90/ 18 22 (N66'05'30"E 354.48' R18) (N83'05'30"E 115.45' R18) (N54'05'30"E 18.00' R19) (S35'54'30"E 35.00' R19) (S54'05'30"W 30.00' R19) (N35'54'30"W 35.00' R19) (N54'05'30"E 12.00' R19) 11551 56 1 P (A=17'00'00" R=500.00' L=148.35' R18) (A=13'45'00" R=682.84' L=163.45' R18) (A=09'23'00" R=1300.00' L=212.90' R18) (A=12'41'30" R=1000.00' L=221.51' R18) 6�O ILLEG., DN. 0 1' PA�CC�EPT�DUAS SOT 00. 2 6p�8 `��'� �°� �,�h� / CA INT. OF GLEN IVY ROAD & RPG�a 306/ S.N.F. // �� / HELD WARM SPRINGSOR DRIVE PER RIO. G1 �/ S.N.F. S.N.F. �6 a + o 00 �' FD. 1 1/2" I.P. OPEN, DN. 2.0', v I .� yp� y ACCEPTED AS POINT ON R/W GLEN IVY L` `o o ` b�` ti00 ROAD PER RIV. CO. SURVEY PLAT 604-D `�y� y�y /;5.y0,�/101 �o°, & M.B. 90/18-22. HELD 30.00' TO CA I' O'y FOR LINE, S57'52 06'W 0.16 OF E.C. / y�06 � . i I S.N.F. I � I �i U0 I t / S.N.F. �`b - DETAIL "E" SEE SHEET NO. 5 ui CV /f �I PARCEL 2 OF GRANT DEED REC. NOVEMBER 02, 2015 INST. NO. 2015-0479760, O.R. INST. NO. 2015-04797609 O.R. 46.51 ACRES PAR. 9 OF LLA 3004, REC. DUNE 30, 1999 AS INST. NO. 219509, O.R. 5 ' 5•E' 1 /29 POR• R,6 2616.74' N89'35'18"W 2628.65' SEE SHEET NO. 5 R/W PER RIVERSIDE COUNTY RIGHT OF WAY MAP NO. 23-C-4---- -------------------------------------- � I O\ap6:V•^ i � I �� oo $ I i FD. RAIL ROAD SPIKE, DN. 0.5', PER F.B. 2131 /5498. 1�Mi ,- �� � ✓ 2 F �,S�RB PAR R13 R I SN• ��ONCCpp`` 61 w 1 cp �i `ter �/ Qr`v Z1y1I� \ ram' FD. 1" I.P. W/ ILLEG. / N F �/ Ap 00 PLASTIC PLUG, FLUSH, .✓l ` lro / ACCEPTED AS CA INT. I �\ PER R13. HELD FOR LINE. I DETAIL "C" �a SCALE: 1 "=50' S.N.F. S.N.F. -------------------------------------------------------- • SEE SHEL7 • •. BASIS •BEARINGS, STATEMENT OF PURPOSE AND •-NOTES. SEE SHEET NO. 2 FOR ESTABLISHMENT AND INDEX "'S.N.F. low ui h r 00 O Z I U) c°ri o _ � � � < W Lfi Lo c(o I-�® 04 Q w N � O r- a- z OZN Z UQ co 0 co �rLiJ z W w � LW o Lj � o U W � Ev o z n Z - Q C.� t2 i� ori�4aQ aoat4 - 0�- $1352- t fi z ° v,-----�- ---- °o. i IL / � z w ? l S.N.F. Iy . PO �o I ?0 V _1-- w I s: -"S.N.F. / 1 I DETAIL "E" SEE HEREON I I I I I I I I IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEING • SURVEY OF PORTIONSSAN . -Di MERIDIAN 1\V ENGINEERS 11■ 1 2023 ------------------------------------- i __-- ---� I z I SNF i (10.00' M&R20) N8W45'19"W 240.02' (250.00' R20&M) Tn tV rl pF TIDE � :'- Lo 00 2SEc 3 o Z I N p cu I Z I O J T cC a p K- M •y I U ca \ w o a 10 �+N S.N.F. CO Q ':�': rn zo v �>> 2616.74' —'- ,�, o a � �� / N89'35'18"W 2628.65' -- I 'h / Q C7� I I � ,1oy o� S I rnN cam/ I `. '6 5' Do I \�� In O ( 1 z I I o Z�III (10.00' M&R20) I I i DETAIL "E" FD. 1" I.P. BROKEN, DN. 1.5', SCALE: 1 "=50' I NO TAG, ACCEPTED AS E.C. i POINT ON C/L GLEN IVY ROAD, ------------------------------------------' PER R10. SET TAG L.S. 9029. i 0 N �m `- S.F.N. ESTAB. BY HOLDING REC. DIST. OF 2630.66' FROM NW COR. SEC. 10 AND 5280.39' FROM N. 1/4 COR. SEC 3 PER M.B. 306/60-86 SEE SHEET NO. 1 FOR BASIS OF BEARINGS, STATEMENT OF ..• AND •. • D. SEE SHEET s 2 FOR ESTABLISHMENT AND INIZJ SECTION LINE :7 SEE SHEET NO. 4 CURVE TABLE CURVE DELTA RADIUS LENGTH C8 46'09'49" 400.00' 322.28' C9 46'09'49" 430.00' 346.45' C 13 9'33' 15" 430.00' 1 71.70' C14 0920'46" 430.00' 2,60' N89'45'19"W 1525.26' 2616.74' N89'35'18"W 2628.65' (A=46'03'00" R=400.00' L=321.49' R10) PARCEL 2 OF GRANT DEED REC. NOVEMBER 02, 2015 INST. NO. 2015-04797609 O.R. 76.21 ACRES PARCEL `4 " LLA NO. 2548, REC. FEB. 5, 1988, /NST. N0. 0032808, 0. R. N89'45'19"W 2625.21' t/4 SEc 3. CD N N01'05'09"E (50.00' R21 &M) PARCEL 1, GRANT DEED REC. NOV. 02, 2015, NST. NO. 2015-0479760, O.R. 120' 0 120' SCALE: 1 "=120' IN SHEET 5 OF 7 SHEETS S.F.N., HELD PROPORTION BETWEEN N.E. COR. SEC. 3 AND E. 1/4 COR. SEC. 10, AND ADJUSTED WEST PER RECORD DISTANCE OF 5255.86' FROM N.W. COR. SEC. 10, PER R2. UNABLE TO SET MONUMENT DUE TO POSITION FALLING ON STEEP SLOPE FROM MINING OPERATIONS. E PARCEL 7, GRANT DEED REC. NOVEMBER 029 20159 INST. NO. 2015-04797609 O.R. N01'08'03"E 0.98 ACRES (850.00' R20, R21 &M) - N89'45'19"W (850.00' R21&M) (50.00' R21 &M) F t1 00 r:. to Go eo co co N W 0 0 0 z W U) Q zLc)� 0 r' nP-) rz, Of . N oz Q 0W 00 O z Lc)W LIJ �-12 :D UU.I0' ry n f- z Z — 0 ON /� N 1m . cr a? G. to MOB N coco M W W N 0 u Lr) LA O O O i[a 00 O Z z !- V ZO v S.F.N., HEIR PROPORTION BETWEEN N.E. COR. SEC. 3 AND IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA E. 1/4 COR. SEC. 10, AND ADJUSTED WEST PER RECORD kZ AV "a It K I % M E 1§ IL 5 DISTANCE OF 5255.86' FROM N.W. COR. SEC. 10, PER R2. UNABLE TO SET MONUMENT DUE TO POSITION FALLING ON STEEP SLOPE FROM MINING OPERATIONS. Li tNftmo O%f F em% %00# rx V BEING A SURVEY OF PORTIONS OF SECTIONS 2, 3 AND 11, TOWNSHIP 5 SOUTH, RANGE 6 WEST, SEE SHEET NO. 3 SAN BERNARDINO MERIDIAN N8¢, ,.---R-- N89'32'50"W <1323.54' R&M> <N89'33'09"W> (1322.82' R3) K C ENGINEERS SEPTEMBER 2023 (466.69' R22,R23&M) <661.77' R&M> (661.41' R3) 195.08° (195.26° R22) <661.77° R&M> (661.41 ° R3) W. 1/16 COR.- PAR. 6, GRANT DEED, 4,GRANT DEED, " REC 11 /02/2015 REC. 11 /02/2015 c a INST. NO. 2015-0479760 O.R. co INST. NO. 2015-04797609 O.R. M ' co 3.52 ACRES 1.47 ACRES w PAR. 6, GRANT DEED, .i 01 O 00 00 N M REC. 11 /02/2015 O s INST. NO. 2015-04797609 O.R. N89'32'50"W <N89'33'09"W> ' ( 466.69R23&M) ��N89'32'52"W z (195R 194.88 S.N.F. 0.62 ACRES I S.N.F. CORPORAT/ON GRANT DEED, I REC. DEC. 18, 1984, INST I NO. 269337, 0. R. r- - - - - - - - - - - - - - - - - - - - - - - - - - -� I 120' 0 120' 240' 360' SCALE: 1 "=120' ' 2 �. S1SG. 1 i Of or 0 (N85'24'46"W (R) 13.00' R15) (N89'44'46"W (R) 13.00' R15) (N07'14'46"W 38.79' R15) w c® I p Lo O O Z =1 n N w to 0 Is z LINE TABLE LINE BEARING DISTANCE L1 N84'24'19"W 13.00' L2 N8843'24"W 13.00, L3 I N06'13'24"W 38.79' CURVE TABLE CURVE DELTA RADIUS LENGTH C1 10*54'42" 467.00' 88.94' C2 10'31'51" 500.00' 91.90' C3 10*11'50" 533.00' 94.86' C4 (4'20'00" 2033.00' 153.76' C5 (4'20'00" 2000.00' 151.26' C6 (4'20'00" 1980.00' 149.75' C7 12'01'33" 500.00' 104.95' C8 12*01'33" 533.00' 111.87' C9 730'00" 1033.00' 135.22' C10 7'30'00" 1000.00' 130.90' C11 7'30'00" 967.00' 126.58' C12 12'01'33" 467.00' 98.02' (10'51'13" R=467.00' L=88.46' R15) (10'08'45" R=533.00' L=94.38' R15) R15&M) R15&M) R15&M) R15&M) R15&M) R15&M) R15&M) R15&M) R15&M) � I DETAIL 17 ` I ' li o n nNOT I TO SCALE � � � I I C ' N I h .4 I � I h to of I IN it O o j 6- 10 �� 114 09 to ^ co N " I I I l(j RW Oi I Q' 00 R w I I I .z. z I ^co O I I l 33.00' 33.00 I I 63.44' I (N51'48'08"W 43.93' R15) N50'46'46"W 43.93' I <N89'31'15"W 2640.70' R&M> `'o(S89'32'30"W 2631.34' R3) <1320.35' R&M> (1315.67' R3) Il<1320.35' R&M> (1315.67' R3) 1316.10' (1316.23' CALC'ED R15) �- I 4.25' I 1324.60' (1324.72' CALVED R15) S.N.F., ESTAB. POSITION OF TIE TO MAITRI ROAD BY SINGLE �\ PROPORATION PER R15. I\ --------------------------------------------------- IFD 3/4" I.P. W/ R.C.E. 862 PLASTIC PLUG DN. 0.3', ACCEPTED AS 1/4 COR. 10 & 11 PER F.B. 2133, R1 & R24 I FD. 1" I.P., TAGGED L.S. 9029, FLUSH, PER R24. <660.17' R&M> (657.83' R3) 1324.60' (1324.72' R15) � !1 M t6 c0 N w Of 0 M N / 2 �. 111 0 Joe SEG• OF 1 /h, ESE w. co n co N W p PAR. 5, GRANT DEED, z REC. 11 /02/2015 v INST. NO. 2015-0479760, O.R. 38.46 ACRES N GRANT DEED REC. 0711511965, AS INST. NO. 91414, O.R. DETAIL "F" SEE HEREON <N89'31'15"W 1320.35' R&M> (1315.67' R3) <660.18' R&M> (657.84' C6 M to N 0 b 0 v 00 M t0 N W o� O 0 z v co co N w 00 m 0 0 z SHEET 6 OF 7 SHEETS N85-24-46"E (R) -f {� N89'32'50"W 1323.55' 04 a, c' v, of \<N89'33'09"W 1323.54'> (1322.83' R3) t , y `\N85'04'45"E_�R� Lo I � Ir 9co I co I n I W I�I �IM tj �t I^ RW Cli �I � I uj I �' ,�'�-MAITRI ROAD C/L ESTAB. BY COMPASS RULE ADJUSTMENT BTWN. FD. MONUMENT AT C/L INT. OF I MAITRI ROAD / TEMESCAL CANTON ROAD AND THE PRORATED POSITION OF C/L TIE INTO EAST/WEST C.S. OF SEC. 11 PER R15. 10 ";�I I PARCEL 1 OF GRANT DEED TO CO. OF RIV., REC. DEC. 30, 1976 AS INST. NO. 201828, O.R. (GENERAL VACATED PER RESOLUTION NO. 2012-103, REC. JUNE 28, 2012 AS INST. N0. 2012-0299547, O.R.) I Q I� N0 W F- RW � � L > M Z MAITRI ROAD PER RIGHT OF WAY MAP 844-W (GENERAL VACATION PER RESOLUTION NO. co I 2012-103, REC. JUNE 28, 2012 AS INST. � I NO. 2012-0299547, O.R.) z II Go I Go IN N8� 23,2q�"W L � I I � ! v �I < I , IIU i _ _ N88'4324W I IT \`- L2 2 of SEp 11 Ppl.�E 0`� o d lg E� 3 pEEO ^' �;� pARG GRP�T PI � p� E G. W Wto � 1n b bl n w II l f"0) x + _,, co WI �I I� to 2 ZI IZl II I ' 33' 33' r W w 0 C-) w N V I l OAO { I / !2 !2 , CL,I I� cq C9 co N co W ' cV n NOTE: n I I RW SEE SHEET NO. 1 FOR BASIS OF BEARINGS, c "coy STATEMENT OF PURPOSE AND SURVEYOR'S NOTES. I I do SEE SHEET NO. 2 FOR ESTABLISHMENT AND INDEX MAP. 0 �y 00 asI on N I tlp � N rn R I o 0 o S.N.F., ESTABLISHED CENTER � � I OF SEC. 11 BY INTERSECTION. I z to Iz �%<N89'31'15"W 1320.35' R&M> (1315.67' R3 _ ` i 1316.10' (1316.23' R15) 1, O.F. 2010, 0151�9 zl1 01 201 � ST. 00 I� IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 7 OF 7 SHEETS BEING A SURVEY OF PORTIONS OF SECTIONS 2, 3 AND 11, TOWNSHIP 5 SOUTH, RANGE 6 WEST, SAN BERNARDI NO MERIDIAN C ENGINEERS SEPTEM ER 2023 It \ ` PARCEL 2 OF GRANT DEED TO CO. OF RIV., \ REC. DEC. 30, 1976 AS INST. NO. 201828, O.R. \ t \ (GENERAL VACATION PER RESOLUTION N0. 2012-103, \ REC. JUNE 28, 2012 AS INST. NO. 2012-0299547, O.R.) It \\ e e \ t g3•pp GRANT DEED TO CO. OF RIV., REC. DEC. 27, 1979 AS INST. NO. 273867, O.R. (GENERAL VACATION PER It \ e\ t It `t \ eIt t \ ` Z 'P+ It t �� � o \ t✓ 0 ,4 \ J •� 6' \ ecP It rn Z \ X 1 6'e cs: o � ✓ \'� e Lp R.S. 3/ 16 Ao It t N e N It -p It I E'LY LINE OF GRANT DEED TO CHANDLER'S \\� PALOS VERDES SAND AND GRAVEL CO. \t�J REC. OCT. 7, 1975 AS INST. NO. 123026, O.R. It 1 \t MAITRI ROAD PER RIGHT OF WAY MAP 844-W \ t (GENERAL VACATION PER RESOLUTION NO. 2012-103, REC. JUNE 28, 2012 AS INST. NO. 2012-0299547, O.R.) MAITRI ROAD C/L ESTAB. BY COMPASS RULE ADJUSTMENT BTWN. FD. MONUMENT AT C/L INT. OF MAITRI ROAD / TEMESCAL CANYON ROAD AND THE PRORATED POSITION OF C/L TIE INTO EAST/WEST - C.S. OF SEC. 11 PER R15. GRANT DEED TO CO. OF RIV., REC. MAR. 11, 1976, AS INST. NO. 32370, O.R. (GENERAL VACATION PER RESOLUTION NO. 2012-103, REC. JUNE 28, 2012 AS INST. NO. 2012-0299547, O.R.) iV16 �, 5326,E � FD COPPERWELD, W , �\ 1 DN. 0.2', PER R9 0 �� t & C.R. 10-0536.to ; t / 4-- Z \ Ra10 A �i -- t � has s' o1a � °0. sss8e' Eti/ESC, C ANrON RO AD RESOLUTION NO. 2012-103, REC. JUNE 28, 2012 AS INST. NO. 2012-0299547, O.R.) C/L OF 30.00' MAITRI 2 ROAD PER P.M.B. 11/77. v: (A=12'54'21" A=12'54'59" R=533.00' R=533.00' L=120.06' R15) L=120.15' i cp'\ " �/^ Ca178 80' jE`1 0 r b�11 GRANT DEED l ay REC. o �5 g OCT. 91, 1962 j /NST. NO. 100642, O.R. / A=4'39'39"(A=4'40'16" R=467.00' R=467.00' L=38.07' R15)\ o .m 3cdul o,�572- p , CC o Q " o / PARCEL 2 OF GRANT DEED TO CO. OF RIV., / .4 °.° N REC. DEC. 30, 1976 AS INST. NO. 201829, t I,0 N 00 O.R. (GENERAL VACATION PER RESOLUTION ` `j 11 NO. 2012-103, REC. JUNE 28, 2012 AS `• INST. N0: 2012-0299547, O.R:) \, , t o o =N (A=6'43'21" A=6'43'26" R=533.00 \ M co M \ R=533.00 �o d N \It� L=62.54' R15) L=62.55' t I a (A=0'50'45" A=0'50'44" \� �` i MAITRI ROAD C/L ESTAB. BY COMPASS RULE R=1290.00' R=1290.00' \ ADJUSTMENT BTWN. FD. MONUMENT AT C/L L=20.05' R15) L=19.04' It t I o INT. OF MAITRI ROAD / TEMESCAL CANYON A �� ROAD AND THE PRORATED POSITION OF C/L / 4 TIE INTO EAST/WEST C.S. OF SEC. 11 PER (A=00'1215 g � � it R15. R=1290.00' \ t .o HELD AT PARALLEL DIST. OF 290' FROM C/L OF TEMESCAL CANYON / It - ROAD PER INST. 32370, O.R. , 4 to ko � It o: \ N ti GRANT DEED TO CO. OF RIV., REC. MAR. 11, 1976, ' N \ W cJ; e °'' op AS INST. NO. 32370, O.R. (GENERAL VACATION PER w\\ RESOLUTION NO. 2012-103, REC. JUNE 28, 2012 AS \ INST. NO. 2012-0299547, O.R.) ✓ \ e \\ e 1It \t e Z \U' 0 \w 2 N e0% � t` Z 70 t \ iD W N o Z DETAIL "B" o ` T .o ° SCALE: 1 "=50' 0 t o to �, 50' 0 50' 100' 150' a t '' w w SCALE: 1 "=50' �o o 0 _N8_2-43-0_7"E (R) (A=02'02' 18" A=01'58'46" co t \ U' o 'ot°o i 'oov R=467.00' R=467.00' Lp \ o 00 N89'32 50"W 5286.61 r (� 2647.09' L=16.61 R15) L=16.13 ✓ \ I11 to \ co N84'41'53"E (R) t, \ , t, tin, S.N.F., ESTAB. W. 1/16 58.98' 1 COR. POSITION W SINGLE (58.88' R15) PROPORTION PER R3. w r- S.N.F. ESTAB. l� c POSITION PER R 15 J <N89'33'09"W 5286.54'> <2647.08'> (N89'30'E 2645.65' R3) - 2223.39' - 1323.54' (1322.83' R3) N85`24'46"E (R) �----- 25.10' (25.00' R15) NOTE: SEE SHEET NO. 1 FOR BASIS OF BEARINGS, STATEMENT OF PURPOSE AND SURVEYOR'S NOTES. SEE SHEET NO. 2 FOR ESTABLISHMENT AND INDEX MAP.