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rs164_041-049IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 1 OF 9 SHEETS RECORDER'S STATEMENT: W1 GPS CONTROL: 1 N: 2280817.135 E: 6161339.173 G "'D / LGPSCONTROL-: MLFP �c�'o'�' g1032.90 ( / N: 2279468.247 (GRID) E: 6237668.037 (GRID) ov � Z GPS CONTROL: CNPP N: 2258382.032 GRID ys\�G� s•(c ✓ �� 1�'S1= 0 E: 6149110.930 (GRID) f C) �s z s9 NW COR., SEC. 2of N: 2226472.951 (GRID) E: 6186265.406 (GRID) N01'06'21 "E 7912.57' (GRID) J N44'34'09"W 4951.44' (GRID) N N01'06'21 "E 7913.14' (GROUND) 1 /4 COR. SEC. 10 & 11-0'44'20.84" CONVERGENCE ANGLE AT 1" I.P. AT C/L INT. OF TEMESCAL CANYON FD. 1" I.P. AT C/L INT. OF TEMESCAL N: 2218561.755 (GRID) ROAD & CAMPBELL RANCH ROAD CANYON ROAD & CAMPBELL RANCH ROAD E: 6186112.705 (GRID) N: 2222945.529 (GRID) AN ELEVATION OF 1069.73 BASIS OF BEARINGS DETAIL E: 6189740.182 (GRID) N. T. S. N39'36'25"E 5690.00' (GRID) I (N89'40'37"E 2637.54' R23) I (N89'39'19"W 2637.16' R22) 04 35 BASIS OF BEARINGS: N89'39'3 "W 6 7 ' FILED THIS _4L DAY OF 5CpjeM0r2OA4 BEING A SURVEY OF PORTIONS OF SECTIONS 2 AND 11, TOWNSHIP 5 SOUTH, RANGE 6 WEST, AT .TS 104:M., IN BOOK &I OF SAN BERNARDINO MERIDIAN RECORDS OF SURVEY, K C ENGINEERS SEPTEMBER 2023 AT PAGES 41-44 AT THE REQUEST N88'S9 15"W 76340 78 OF THE COUNTY SURVEYOR. NO. e20 5 7 x FEE: PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY��%_� DEPUTY SURVEYOR'S STATEMENT: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE 13Y ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT, AT THE REQUEST OF MAYHEW AGGREGATES & MINE RECLAMATION, LLC IN JULY, 2023. \ate'` Lp% s DATED: 8 -7-0 • Z4 k�`'� a THOMAS M. CASELDINE, L.S. 9029 * No.9029 op CA COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN AC OR NCE WITH SECTION 8766 OF THE PROFESSIONAL LAND U ORS' ACT THI DAY OF -�`_, 20 MNO S DAVI . MCMILLAN COUNTY SURVEYOR THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE S.N.F. 2257.10' SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS "CNPP", "NOCO", AND L.S. 4688 EXP. 12-31-24 z 4 I (2257.06 R23) �3 I 2 "MLFP" WM (NSRS2011) EPOCH 2O10.00 AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS * No. 4688 AS SHOWN PER THAT RECORD REFERENCE ALL DISTANCES SHOWN ARE GROUND DISTANCES NA w I z UNLESS SPECIFIED OTHERWISE. GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING THE 9�F Fae� I N o z o Lf GROUND DISTANCE BY A COMBINATION FACTOR OF 0.99992792. CALCULATIONS ARE MADE AT O� CA�-� cn d ®� FD 1 I.P. & BRASS TAG, IS 6932 , DN. 0.2 PER RN. CO. TIE BOOK 140/117 AND C.R. o w `: o Ad o I ci W 22-0057 ACCEPTED AS C/L INT. TEMESCAL CANTON ROAD &CAMPBELL RANCH ROAD WITH z n I r�co 4 p COORDINATES OF N: 2222945.529 (GRID), E. 6189740.182 (GRID), USING AN ELEVATION OF a I n v c z 1069.73. ®g ¢V) z a zri� W o � N I o STATEMENT OF PURPOSE: g I o w 00 co N THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE BOUNDARY OF: Y vzi � z op 0 4' o w 1 GRANT DEED RECORDED JANUARY 19, 2011 AS INSTRUMENT NO. 2011-0028356, O.R. (BEING PARCEL A Q o rn d^ Q to O OF LOT LINE ADJUSTMENT NO. 3620, RECORDED MAY 10, 1993 AS INSTRUMENT NO. 173769, O.R.) I F' g ``� 0 -j . 0 500' 0 500' 1000' 1500' 2 GRANT DEED RECORDED NOVEMBER 18, 2010 AS INSTRUMENT N0. 2010-0556526, O.R. (BEING PARCEL 1 a 0 � cd o I m 0 j� O OF LOT LINE ADJUSTMENT NO. 5359, RECORDED AUGUST 12, 2010 AS INSTRUMENT NO. 2010-0379681 I N o 0 z iv o_ Co AND RE -RECORDED AUGUST 31, 2010 AS INSTRUMENT NO. 2010-0415395, O.R.) vi N ®I ® SCALE: 1 "=500' U3 PARCEL 2 OF GRANT DEED RECORDED APRIL 2, 2010 AS INSTRUMENT NO. 2010-0151197, O.R. I ¢ o ® PARCEL 3 OF GRANT DEED RECORDED APRIL 2, 2010 AS INSTRUMENT NO. 2010-0151197, O.R. co CO N N Q PARCEL 5 OF GRANT DEED RECORDED APRIL 2, 2010 AS INSTRUMENT NO. 2010-0151197, O.R. aw ,,� S.N.F., RECORD E. DISTANCE COR, SEC. 3 BY © PARCEL 6 OF GRANT DEED RECORDED APRIL 2, 2010 AS INSTRUMENT NO. 2010-0151197, O.R. HOLDING RECORD DISTANCE OF 22.72' � N ',`O FROM E'LY FD. MONUMENT PER J PARCEL 4 OF GRANT DEED RECORDED APRIL 2, 2010 AS INSTRUMENT NO. 2010-0151197, O.R. IM o O M.B. 399/81-84. ® GRANT DEED RECORDED NOVEMBER 17, 2014 AS INSTRUMENT NO. 2014-0438643, O.R. N vz` 04 0 z c`vv - t FD 2" I.P., TAGGED L.S. 5347, o w m ® FLUSH AT INTERSECTION OF N'LY FD 1" I.P., TAGGED L.S. 9106, FD 1" I.P. & BRASS TAG, IS 6932", DN. 0.2' Sri `' I \ R/W OF GLEN IVY ROAD AND UP 0.4' PER R6, ACCEPTED PER RIV. CO. TIE BOOK 140/117 AND C.R. co v S'LY LINE OF LOT 30 PER M.B. AS CENTER 1/4 COR. SEC 2, 22-0057 ACCEPTED AS C/L INT. TEMESCAL 'n 399/81-84. HELD FOR LINE. PER R8 & R24. CANYON ROAD & CAMPBELL RANCH ROAD. V) b (N89'24'S3"E z 2631.71 R22) (N89'41'21 "E 2645.12' M.B. 256/52-62) (SB9'39'30"W 2629.19' R8) (N89'39'37"W 2628.60' R6) (2628.62' R5) N89'25'18"W 2632.11' N89'39'05"W 2645.04' N89'38'38"W 2628.34' <N89'39'12"W 2628.57'> 2622.32' 22.72 R&M M.B. 399 81-84 00 � N ( / ) n a ^ 53 �' �� IN MOWS CURB PER FLUSH � N ` WRANGLER � lm� �� 1 / R.S. 162/24-26; ACCEPTED c - - - 0° ^ i. w 00. Q� AS E. 1/4 COR., SEC. 2 _ 00 o WAY I M N RP�� Ni �' 36/Sg •�' � I o g W x �I 11g5 1'30 ��W W�-'^'l NGN �,L0`4�n I cv 0, Z N ry 0D w �� v co� � 0 �� of co N co coo to -wP- c W to n= CJ w cv d} 0 0 4. d• G7 M N c bo w w % � � �• �Nz Mo N P M .-� O W W W o - 1Im N Fs�� �,, y�� o '�' c1 0 �bN0® 7 N ® /\ ,�/" �R®r 1��� (S89'42'W 2634.74 R8) ul z b b o I SEE SHEET 2 (N89'57'19"W 2633.99' R1) NI V z z z o z e �� _ - <N89'36'41 "W 2634.04' R•S HE o IC "- -- - -- N89'36'19"W 2634.02' z U18 I Ct•�NYON R S' S FD. 1" I.P. Q I o 0 o SEE SHEET 6 1 Sq/3 w/ P.P. L.S. 3069, c`i 8 �, � O FD 1-1/4" I.P. WITH TAG R.C.E. `�\ S.F.N., ESTAB. FLUSH PER R1, R5 uj � I w d 862, DN. 0.2% ACCEPTED AS CS �� S. 1/16 COR. BY ® & R7* w z o cn M SINGLE PROPORTION z 0 .8 I \ "�""` ^ ;,� 1/16 COR. SEC. 2 PER R8, PER R1. �� 2 1 r3 I o z �1 ` 10 w R.S. 84/38, R1, R6 & R24. o P r z ( „-��' SEE SHEET 5 PO 1;;� ^ � m w 126/ � 0 og ui to �v�o �� i �� �\ 00 �M� 333 g-g of 45/ oa�� ��� /' �p �\LO Zg 8 M Z 3 P, Uj� o I 3/16 v �\ SEE SHEET 4 �) v Rp,GT 3g0/ M i� g 4 � � I �e R ` I (N89 08 25"vu 2634.68' R7) I ' 2 '�(N89'08'08"W 2634.63' R5) N89'32 50"W 5286.78' <N89'33'04"W 5286.54'> (N89-29'05"W 2634.74' R1 V 2647.09' <2647.08'> \ " ) !/ _ (N89'30 E 2645.65 R3) 2639.69 <2639.46'> (2639.70 R1) (N89'25 50 E 2640.56 R4 ' N89'08 08"W 2634.61 N89'45'19"W 2625.21' T- T323.54' R&M> 1323.55' N89'32'25"W �� �� (1322.82' R3) <1323.54'> (1322.83' R3) �� TV2 �� (2630.66' M&R22) I i S.N.F., ESTAB. W. 1/16 COR. I (N89'32'26"W R22) _ _ _ _ _ _ J POSITION BY SINGLE S.N.F., ESTABLISHED NORTH it PROPORTION PER R3 & R24. 1/4 CORNER AT INTERSECTION S.N.F., ESTABLISHED BY HOLDING S.F.N., HELD PROPORTION BETWEEN N.E. COR. _ _ _ _ _ J I of NORTH LINE OF SEC. 11 RECORDS DISTANCE OF 1151.76' SEC. 3 AND E. 1/4 COR. SEC. 10, AND N 0 AND THE PROLONGATION of PER RS 85/45-47, R5 & R7 I t° THE CENTER SEC. LINE OF FROM FD. MONUMENT N'LY. ADJUSTED WEST PER RECORD DISTANCE OF I 6� SEC. 2 PER R8 & R24. 5255.86' FROM N.W. COR. SEC. 10, PER R2. „ c" I 2�/ N UNABLE To SET MONUMENT DUE TO POSITION co i p FALLING ON STEEP SLOPE FROM MINING N b R S M O I� N OPERATIONS. N0" N A P. w o ... 3 CO S �`� SEE SHEET 7 g335' 8'62 I W SEE SHEET 8 2 5 Z to 'S� ^ 1 6 � 6 PGT 3�8/ ( ^ � � � --co � 19 W ® W N O TR �g oco �� AW 150 �I 5,� N o IOW goo M Z M® RS. of N.A.. 5 / I�co N� �, S ,� 0 0 oZI �i R5 N.A.P. 1 Iwz OA�g' v I coS.N.F.,S.N.F., ESTAB. POSITION N 23 30 I o z N' BY SINGLE PROPORTION 'n co 5 G� 06/ V I > PER R3. a 1 /�� IRP z I 9. N CIO. 1 , �. FD 3/4" I.P. W/ R.C.E. 862 I o I N.A.P. N I co PLASTIC PLUG ON. 0.3', ACCEPTED z O z S.N.F., ESTABLISHED AS 1 /4 COR. 10 & 11 PER I cv CENTER OF SEC. 11 ® I F.B. 2133, R1 & R24. �0 BY INTERSECTION. <1320.35' R&M> (1315.67' R3) <1320.35' R&M> (1315.67' R3) SHEET 9 v....._ _�`� '�2 <2640.70' R&M> (S89'32'30"W 2631.34' R3) 4 <2643.76' R&M> (S89'28'30'W 2643.34' R4) <N89'31'15"W 5284.46' R&M> I' (N89'52'06"W 5284.61' R1) 00 002 ESTABLISHMENT & INDEX MAP I (0 m FD 3/4" I.P. WITH R.C.E. TAG 9876, FD 1" I.P. TAGGED L.S. NOTE: �V UP 0.7% PER F.B. 2133 & R24. 9029, DN 0.1 . PER R24. SEE SHEET NO. 2 FOR SURVEYOR'S NOTES I/ ACCEPTED AS S 1/4 COR. SEC. 11. RIV. CO. 23-0177 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 49 t,��3SF N'�'' S.F.N. \ N! 6N�' 0 o,-1 rG BEING A SURVEYOF PORTIONS OF SECTIONS 2 AND 11, TOWNSHIP 5 SOUTH, RANGE 6 WEST, c �� `•' SAN BERNARDINO MERIDIAN � KWC ENGINEERS SEPTEBER 2023 N \ o SURVEYOR'S NOTES: ��\�' 0 INDICATES FOUND MONUMENT AS NOTED. ✓ FD. 1" I.P. W/ ILLEG. PLASTIC PLUG, FLUSH, O INDICATES SET 1" IRON PIPE, TAGGED L.S. 9029, ✓\ ACCEPTED AS C/L INT. PER R19. HELD FOR UNLESS OTHERWISE NOTED. UNE. ❑ 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. ' R0� < > INDICATES RECORD DATA PER R.S. 150/79-80 Rt INDICATES RECORD DATA PER R.S. 85/45-47 \ 1:J R2 INDICATES CALCULATED DATA PER RIVERSIDE 80, 0 80' 160' 240' a, o u'COUNTY F.B. 2133 ip 0 \ pv R3 INDICATES RECORD DATA PER R.S. 40/100 S.N.F. :J R4 INDICATES RECORD DATA PER R.S. 20/67 SCALE: 1 "=80' R5 INDICATES RECORD DATA PER R.S. 128/25-29 S.N.F. ' t\0 • R6 INDICATES RECORD DATA PER TRACT NO. 37153, M.B. 484/47-50 C;,)oaq-oa?31 s 7 SHEET 2 OF 9 SHEETS ------------------------------------------ i FD 5/8" REBAR & PLASTIC PLUG, ILLEG., DN. 0.2', ACCEPTED AS I S.E. COR. LOT 25, PER R9. // I I // I I / _q !2co I � �p c0 �• I I 301 c I co � ^ I I A I c C�J• CA� S.N.F. 71) �G�G Co �L ROAD W Yc ., �I 4121' R8) I N R6) 41'21 `25'3p"E) I �� N1T01'?Wf 69.42'� I �N7� gjg', R9) r� N7 1•p1 ,--�- I "E I �N7�27�52"E 93•10 r � 18 � I I N11•p8 , ,-� 162• i N7�2530"� I 41'2�' C R7 INDICATES RECORD DATA PER R.S. 143/16-19 i 1g acs�s, R8 INDICATES RECORD DATA PER R.S. 36/89 i 21+ R8, R1O) 17•01'4S"E I \ R9 INDICATES RECORD DATA PER TRACT. NO. 11959, M.B. 111 21-30 I 1+ (41. " , N 83* R14) I FD 3/4" I.P., OPEN, DN. 0.3' PER / I 412 +52 E , r (80• P.M.B. 51/14-15. HELD FOR R10 INDICATES RECORD DATA PER R S. 84/38 i N1Tp8 R10) ,'r� o �o o' �, TANGENT LINE, N53'23'53"W 0.07' R11 INDICATES RECORD DATA PER LOT LINE ADJUSTMENT NO. 3620, i 83.18' (82 g0 r I \moo. `9� FROM E.C. REC. MAY 10, 1993 AS INST. NO. 173769, O.R 69`90 �0, 18.23' (18.18' P.M.B. 51/14-15) R12 INDICATES RECORD DATA PER GRANT DEED REC. OCT. 31, 1962 FD 2" I.P., TAGGED LS 4425, DN. o T' ^ o � (17.93' R9) IN BK. 3250, PG. 81 AS INST. N0. 100642, O.R I 1.0' PER R.S. 84/38. ACCEPTED `�' _M I o; FD 1-1/4" I.P. WITH NAIL, R13 INDICATES RECORD DATA PER GRANT DEED REC. MAY 12, 1980 i AS INTERSECTION OF N/S CEN. � N ccl AS INST. NO. 88681 O.R. I SEC UNE, SEC. 2 AND THE SLY o n I DN. 0.5' PER P.M.B. 51/14-15, NOT I � ACCEPTED. N3636'07"E 0.11' OF LINE. R14 INDICATES RECORD DATA PER LOT LINE ADJUSTMENT NO. 05359, R/W OF TEMESCAL CANYON ROAD. ri o a: N N I nor �� S3 REC. AUG. 12, 2010 AS INST. NO. 2010-0379681 AND I w i� w `ow ? y RE -RECORDED AUG. 31, 2010 AS INST. NO. 2010-0415395, O.R. I `� - 1n d -* ® I `R .. S.N.F. '►'S� \ f's s0� R/W PER TRACT NO. 11959, R15 IN�CATES RECORD DATA PER RIGHT WAY MAP "MA11R1 ROAD", I N C? o M 'oo N FD 5/8" REBAR &PLASTIC PLUG, M oo M.B. 111 / 21-30. 844_W I ,.� z b I ILLEG., DN. 0.2', ACCEPTED AS -00" �. �� R16 INDICATES RECORD DATA PER GRANT DEED TO RIV. CO., v v i S.E. COR. LOT 25, PER R9. - vi FsC SO�g, ° 00 AIr S REC. DEC. 27, 1979 AS INST. NO. 273867, O.R. i o 0 R17 INDICATES RECORD DATA PER GRANT DEED REC. APRIL 2 2010 AS N o /D f INST. NO. 2010-0151197, O.R. i ; PARCEL 2 1 �/ o f o Z I o IC O , ? �A o0 , R18 INDICATES RECORD DATA PER LOT LINE ADJUSTMENT NO. 5387, I i i vi M I.P. PEN N. NT AC POINT ��� 4FJ? 6\ \'SJ 'p9j REC. JUNE 24, 2011 AS INST. NO. 2011-0279710, O.R. i N.A.P. n i i I I FD 2" 0 D 05' PER Qii, sp of w �Y O , R19 INDICATES RECORD DATA TRACT NO. 23188-1, M.B. 256/52-62 I o i a a d i i.r P.M.B. 51/14-15, ACCEPTED i FD 1-1/4" I.P. WITH TAG R.C.E. DETAIL A d I c� 9 \ R20 INDICATES RECORD DATA PER PARCEL MAP 5690, P.M.B. 11/77 ^^ 0 I v I I d AS B.C. �O� J R21 INDICATES RECORD DATA PER BK 2098/138 862, DN. 0.2', ACCEPTED AS SC ix N SEE HEREON N ®I a O i 1/16 COR. SEC. 2 PER R8, N. I ®, .�' I N i bo ��,---�,, /O• R22 INDICATES RECORD DATA PER TRACT N0. 29416-1, M.B. R.S. 84/38 & R1 & R6. j a'a �r`ito I g i � I vim / I 11 11 t2c,M 1n I Cy N I R23 INDICATES RECORD DATA PER R.S. 117/82-84 D ETAI L A j d S.N.F. 4e aQ`333> u /� R24 INDICATES RECORD DATA PER R.S. 150/79-80 �\ NOT TO SCALE z i \` a,>. 8 R tn�,, �� � R&M INDICATES RECORD PER RECORD AS INDICATED AND MEASURED i � ,� S.N.F. _I !� R�'` "�roOQ\ �O� S.N.F. SEARCHED, NOTHING FOUND 3® , 10) ' \ S.N.F. N� /` i �R9, R + ��----------------------------------------- o0' �.S 'v� (R) INDICATES RADIAL BEARING 5 �� ,437E 92.83 03. oQ 4�s 35t40,\ �� Q FD ILLEG. COPPERWELD W/ PUNCHMARK, 1 �9 7�21 34, ' \ DN. 0.2', PER R9 & C.R. 10-0536. / g3.1p . �,� �.534 64J �� 2i �• 1 COUNTYRRIGHTEOFRIyVVERSIDE S.N.F. `- 375) _2g3 R9)'\ \_ TO "E I Q� 405� 60, \ r R/W PER TRACT NO. 11959, d + 8 52 S.N.F. '�. M.B. 111 / 21-30. , 29 62 e N7 .\\ N0. 23-C-4 i '30" R-2864.910tcM) `=29-_L 249 94 Rg) 1�`�_ 3.61 S.N.F. \ S.N.F. 19_ 2864.93 459 N.F. 7T r ♦ �4 �'9T Q o I (�=5 5 R9 R_ 55 08 n o S.N.F. i , D- S. N r \� ��`� �� (&=552 �L_249. 83.18 � \ -� \ S.N.F. _._--- R= 6$ - �\ __ _ 18 E R9&M) _-- _ I - , 10) 297. g0 r 88 dam- [N84'42 W 162 77' N87 �343.51 ] - _ I 6=4'S9 3 40. 71 ' R10) o 1 \ 103 ; -�_ _ N84'42 30 o i , *E R9) 3 4 o I 40.49, ( - 48 R=2904 93 l - 46, F (82• i I N83'01 11 E i4,1p 56, 4 4 L- g�1 _ I _( N84'01'_�662.66 R9) i o _ _ _ 3 N8720 �2 _ - wiYQ ly AD o i I fl=5 5219 �- .p 2" �- �59 R10) M '`, v I 11 g0.47 1 21 "W , i ( CA Ro I 507 73 i \ \ 88 Rg (73.75 R13 --- _ [A=13 00 R=1910.08 L=433.3 ] 5 07 2 i j 6 l \ ) I 13.79' ) - _ (®=12'5T28' R=1910.08' L=431.98' R9&M) - _ _ - TEMESCAI- ,47" R11) (�- ' c 15p0 - - - - - - ' i it (162.66' C. i 11 E 74' (N8�40 FD 2" LP. TAGGED LS 4425 DN. / �, I 202801/21 , 10/14 ,1g 6 i o i N83'01' 344• S.N.F. ^ �\ S.N.F. 1.0' PER R.S. 84/38. ACCEPTED i M i Z � 3 \ N84'0121 ) CJ. �� / "W 162.68' o A=O'45'16" �\� AS INTERSECTION OF N/S CEN. I L SAS , Ri / ^ �8.87 (148.61' R11 4=12'5728" R=1950.08' L=441.02' o \'� - �'�rsg. S3 lam' 1 / O` O ) , " R=2904.93� ur " \ W SEC UNE, SEC. 2 AND THE SLY �9�ojy �N S/ / ; (A=12'5705 R=1950.08 L=440.80 R11) S.N.F. L=38.25 '� \ o R/W OF TEMESCAL CANYON ROAD. \h C/L OF 30.00' MAITRI \` ��? 1�.'� 3 �, -o . (A=O'44'S2" n `\�1r o o i N e{ ^ i W ROAD PER M.B. 11/77. �� oS• / 0 c�'o,c' FD 1-1/4" I.P., NO TAG, DN. R=2904.93 \\� FD 1-1/4 I.P. WITH TAG R.C.E. �'? Ei ? �\ \ ��m " 2.0', PER C.S.F.B. 2028f4689, L=37.91' R10) 862, ON. 0.2', ACCEPTED AS CS. r i i co / (A=0'44 54 r� . / �j 9 / 10/14 1976 & R9. HELD R=2904.93' g 1/168COR. & R12&ER6.R8, \ /I `` 93 98�:Q�? co �,,,! FD 1-1f4" I.P., NO TAG, DN. FOR B.C. � l °' J S.F.N. / d of i 0.2', PER C.S.F.B. 2028 4689, ' ) d Q, / ` / 1=37.94 R11 c.� Q !Ali (� o 10/14/1976 & R9. HELD S w �Ss / C7 N ^� ,' FOR LINE, N840121"W 0.10' GRANT DEED, REC. JAN. 19, 2011, o ,I R•5• N.A.P. � SEE SHEET NO. 6 �'tis �� zA C \\` 9p8 9 J? r�, OF E.C. INST. NO. 2011-00283569 O.R.) � L, 335.00' 34Q26 g Z g sss' 96s 7.49 ACRES M Q. jQ/�? y \ ,p� 8• HELD PARALLEL TO SE'LY UNE � M ^ (d-23•�. 1J --_ OF GRANT DEED PER INST. 00 �' 10) Do (d-23' +22 R-46� ' NO. 100642, O.R. 5 Q.R' ;� . to gel. " $.45 R , 620, 93 P 6g, o N �N76.21 43 08,527E 8'1 _ ' \ a�2��5 22 R 467' 00• L~ 88 9' R11) ,�t 3 19 31Z o N7T o \ N14.1439.'W 00 L-188.20• R15) wiQ• �Q, Q• �� M 57' R10) _ 8.46, R10RtM) h� 25.53 �.� Iv AA� - �- 4.32' (4 3 L-32 o m �, n ` N12.O1'S7'� 5.46 R11) p D �• o�Ci• �r '�J�' rr p=5'52'19" R=3204.9 c o I '47-W 340.79' R11) ( N N M 340.42' (S8740 S.N.F. w w 318 L=14161 -- 1'11"E 344.74 I v NOTE: ` (d_6'02'4740.Op' N840121"W 1 N8�0 � n n SEE SHEET NO. 1 FOR BASIS OF BEARINGS, R_ 1340.pp• (N8q-22'Og 62.66 0 0 I =141.41' '� 162.71 STATEMENT OF PURPOSE, ESTABLISHMENT MAP. R11) R11) 0=12'57'28" R=2250.08' L=508.87' z z SEE SHEET NO. 5 (A=12'5rO5" R=2250.08' L=508.61' R11) v '- SEE SHEET NO. 4 jI aoaff-oa738s 7 63 80' 0 SCALE: 1 "=80' 0 160' III, THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 240' RECORD OF SURVEY BEING A SURVEY OF PORTIONS RANGE • A BERNARDINO MERIDIAN 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. — �, 0.0 6, W- e: S.N.F., ESTAB. POSITION ALONG to I Q; 0 SW'LY PROLONGATION OF C/L AT FD 5/8" REBAR & PLASTIC PLUG, REC. DISTANCE OF 519.49' FROM ILLEG., DN. 0.2', ACCEPTED AS C/L INT. OF CAMPBELL RANCH ROAD W i r p toS.E. COR. LOT 25, PER R9. & TEMESCAL CANYON ROAD PER R6. Ji� I ir a I^�M DETAIL "A" 2� O ,I i7 I N SEE SHEET NO. 2 �\ 3011 NcI i® W IZ i o N o N n 1 , 1.�3625 Z R6&Mi�' ®o v I 286A 93. `�362!5T N an ,p0* R= 86A g3 .. N i ,58,E 6g'342'R6�`D �"15jR � �,36�'65a,5a tN7707 ' q8"E 6g' 2g04 g3 30 38 O _ -' N7T 0� `� �•15.5 pOEt R 2g04 9 N6g 1 0\ C N6 1 W = I 8®•83 R�4' I I I � I C4 I � W 0 0 Z v 4 1 N t2 1 I v i I I J� cr in M M S.N.F., ESTAB. POSITION AT RECORD DATA FROM E.C. PER R6. FD 2" I.P., TAGGED LS 4425, DN. 1.0' PER R.S. 84/38. ACCEPTED AS INTERSECTION OF N/S CEN. SEC LINE, SEC. 2 AND THE S'LY R/W OF TEMESCAL CANYON ROAD. (663.56' R14&M) R/W PER TRACT NO. 37153, M.B. 484 / 47-50. ®ro N69 52%-0 SHEET 3 OF 9 SHEETS FD 1" I.P. W/ PLASTIC PLUG IS 6932", FLUSH PER C.R. 22-0057, ACCEPTED AS BEING THE B.C. OF THE NW'LY R/W.------, I D 1" I.P. W/ PLASTIC PLUG IS 6932", DN. 1.0' PER C.R. 22-0057, ELS) TTHHEEN L AS EING ON LINE OF 60' ��� R 22 0051i// i (),I - 201„ 15-0 - / g / l51 Ag FD 1" I.P. W/ PLASTIC PLUG ILLEG., \ 3a®� ®�3��' 2°1 ° 031960G• 31 � °�°� FLUSH PER M.B. 346/94-99 & RIV. �go6 NO• 129 °� p►� nod pOS�NON CO. TIE BK. 140/117. o �� A� G. 2°1 gEG• 00. y EE25E��0 SW'LY LINE OF 80.00' R/W \ ►^V �G r f` PER RIVERSIDE COUNTY RIG G OF WAY MAP NO. 23-C-4 z ''e5g.00' "28'57'27"'W.00' R14) 37"W (N72'57'28"W 63.00' R14) N25.06'37"W (N25"27'28"W 59.00' R14) HELD REC. ANGLE (54'29'42" R14&M) FD 1-1/4" I.P. WITH TAG R.C.E. (GRANT DEED REC. NOV. 189 2010, 862, DN. 0.2', ACCEPTED AS C.S. INST. NO. 2010-05565269 O.R.) 1/16 COR. SEC. 2 PER R8, 66.82 ACRES R.S. 84/38 & R1 & R6. R. O.F. 2°i ° 395 ®, 359' 0j ° 196a1 �°q.15 o• °y � 2► 2 0-03 Pao' 2°� ° I.�, � P��• 2°1 REG• �°. R 1 . REG' T 00• RE. 1051' PP 1�5 HT 114, PpR 2• REG' I�S� R •;; < ROAD EASEMENT TO THE COUNTY < OF RIV., REC. 01 /3%2 AS INST. NO. 52080, O.R. �� \ .00 �® �90 ESTAB. POSITION AT REC. DISTANCE OF 663.56' FROM 1/16 COR. \ SEC. 2 PER R14. p O 720.08' (720.10' R1 1383.64' (1383.64' Rt) N89'36'19"W 2634.02' <N89'36'41"W 2634.02'> (N89'57'19"W 2633.99' R1) (S89'42'W 2634.74' R8) SEE SHEET NO. 4 R.S. 85 / 45-47 ROAD EASEMENT TO THE COUNTY OF RIV., REC, 08/21 /02 AS INST. NO. 462234, O.R. ' FD. 1" I.P., OPEN, PER R1. ACCEPTED AS BEING ON E'LY LINE OF R14, S28'53'04"W 0.04' FROM CORNER. -� � II 04 to 04 I� M pry cV Nw 'w ol CV K) •w w W S.F.N. ESTAB. S. 1/16 v ®►,`,n� COR. BY SINGLE PROPORTION PER R1. ,Q '�o� I _ z z ..v 1250.38' (1250.35' R1) I' 'ccli C M C04 D to C� M w v 04 N \ \ n n ® N ` \ o ` M ISO FD. 1 " I.P. \ M z W/ P.P. L.S. 3069, FLUSH PER R1, R5 v I + & R7. \ NOTE: SEE SHEET NO. 1 FOR BASIS OF BEARINGS, STATEMENT OF PURPOSE, ESTABLISHMENT MAP. SEE SHEET NO. 2 FOR SURVEYOR'S NOTES. IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA fC • • C � �7�►'�iL'1T���� - ------------------------------------------------------------------------- - , BEING A SURVEY OF PORTIONS OF SECTIONS 2 AND 11, TOWNSHIP 5 SOUTH, RANGE 6 WEST, (GRANT DEED REC. NOV. 18, 2010, `� �. �s S.N.F, ESTAB. POSITION BY SAN BERNARDINO MERIDIAN INST. N0. 2010-0556526, O.R.) �`����'s�'F HOLD REC. DISTANCE OF 10.03' r's,' q" ALONG SEC. LINE PER R1. , K C ENGINEERS SEPTE BER 2023 N89'32'50"W 5286.78' <N89'33'09"W 5286.54'> `r'jy d'p'�'6+. �r,�i• 9�o i 120' 0 120' 240' 360' 4 2639.69' <2639.465 (2639.70' R1) (N89'25'50"E 2640.56' R4) -- 2223.43' �' J --- 2198.34' (2198.23' R10) SCALE: 1 "=120' q F F q H F FT ICI C) 987.73' (988.14' R 1) 1641.76' (1641.53' RI) (988.06' P.M. 11/77) i FD. 3/4" I.P., TAGGED RCE 862, (10.03' R1&M) PARCEL 2 OF GRANT DEED DN. 2.0', PER R1. HELD FOR BEING ON ETY LINE, S39'33'18"E REC. APRIL 02, 2010, 0.66' FROM ESTAB. CORNER. ��Jy INST. NO. 2010-0151197, O.R. DETAIL "B" SCALE: 1 "=40' ------------------------------------------------------------------------------ O z SEE SHEET NO. 2 F- T NO. 2011-0028356, 0 R W (GRANT DEED, REC. ,IAN. 19, 2011, INS N8s01'11'E 344.74' W 4'01.21' 1s2.ss'- (N� �.09 162.71' ) A=12'5728" R=2250.08' L=508.87' RI1 (A=12'57'05" R=2250.08' L=508.61' R11) W W U) NO' 5 C/L OF MAITRI ROAD `\ 1 PER P.M. 11/77 E'LY LINE OF GRANT DEED TO CHANDLER'S PALOS VERDES SAND AND GRAVEL CO. REC. OCT. 7, 1975 AS INST. NO. 123026, O.R. 3?n- cl� \ 4 zw C z r- a0 z o \,� O 0o a Z ` W I I U) MAITRI ROAD PER RIGHT OF WAY MAP 844-W (GENERAL VACTION PER RESOLUTION NO. 2012-103, REC. JUNE 28, 2012 AS ISNT. NO. 2012-0299547, O.R. (A=1(737'05" R=533.00' L=98.78' R10) (6=1(r37'54' R=533.00' L=98.90' R15) A=10'34'49" R=533.00' L=98.43' �\ N8524'46"E (R) 25.09' (25.00' R15) S.N.F. ESTAB. POSITION PER R15 N.A.P. ,04 9a 4- a 45, R10, �N7��7�7T0 52"E a 71 (GRANT DEED REC. NOV. 189 20109 INST. NO. 2010--05565269 O.R.) 66.82 ACRES 1 O.F. O.F. 359' 0 3�9�5 2010 5395 31, 12' 0 UG• gyp, 2 G• Pup 2 1 PPR 00110 � REp• P i�5� E' RE 51' �°• � R I� GRANT DEED TO TEMESCAL SALES CO., REC. JAN. 31, 1975 AS INST. NO. 12745, 0. R 2647.09' <2647.08'> 1323.55' <1323.545 (1322.83' R3) SEE SHEET NO. 7 NOTE: SEE SHEET NO. 1 FOR BASIS OF BEARINGS, STATEMENT OF PURPOSE, ESTABLISHMENT MAP. SEE SHEET NO. 2 FOR SURVEYOR'S NOTES. (N89'30'E 2645.65' R3) N89'32'50'W 5286.78'-..� 2223.43' 2198.34' (2198.23' R10) 0 0 to to N Lu O d' N 0 z OD co co N W N 0 JN co i� 0 co N 02 Ln 0 s z 0, to N w co tn ESTAB. POSITION AT REC. DISTANCE OF 663.56' FROM 1/16 COR. SEC. 2 PER R14. acb2y_oa73857 0�1y_>lma � SHEET 4 OF 9 SHEETS FD. 1" I.P., OPEN, PER R1. \ \ ACCEPTED AS BEING ON E'LY LINE OF R14, LYING S2953'04"W \ 0.04' FROM CORNER. A (663.56' R14&M) 720.08' (720.10' R14 1383 64' (1383 64' R1) FD 1-1/4" I.P. WITH TAG R.C.E. 862, DN. 0.2', ACCEPTED AS SC 1/16 COR. SEC. 2 PER R8, R.S. 84/38 & R1 & R6. 0 N89'36'19"W 2634.02' <N89'36'41"W 2634.02'> (N89'57'19"W 2633.99' R1) (S89'42'W 2634.74' R8) R.S. 85 / 45-47 ESTAB. LINE PER COMPASS RULE ADJUSTMENT BTWN. ESTAB. POSITIONS ALONG SOUTH SECTION LINE AND SOUTH 1/16 LINE OF SEC. 2 PER R1. S.N.F. C' \ ROAD EASEMENT TO THE LAS TY OF RIV., REC. 08/21/02 INST. NO. 462234, O.R. �Q \ 3 °2 335 $9�9 Vol 1 T 29 80 / 100.6. 3 z? w� rn � w w wcot4 Li 0_ o_ � 61\ DETAIL "B" (S39'48 57 E 62.26 R10) I SEE HEREON (N39'46'57"W 62.31' R1) N39'25'22"W 62.31' I <N89'33'09"iN 5286.54'> 2639.69' <2639.46'> (2639.70' R1) (N89'25'50"E 2640.56' R4) S.N.F. 987.73' (988.06' P.M. 11/77) (988.14' R1) �` 61 41.93' (1641.53' R1) S.N.F., (N39'42'12"E 69.77' M.B. 380/89-93) �` ESTABLISHED NORTH 1/4 CORNER S.N.F., ESTABLISHED BY HOLDING V� �� AT INTERSECl10N OF NORTH LINE OF SEC. (N39'5718"N( 69.85 R1) RECORDS DISTANCE OF 1151.76' N39'33'18"W 70.08' I 11 AND THE PROLONGATION OF THE SEE SHEET NO. 8 PER IRS 85/47-47, R5 & R7 CENTER SEC. LINE OF SEC. 2 PER R8. FD. 1" I.P. OPEN, DN. 1.3', FROM FD. MONUMENT N'LY. ACCEPTED AS 1" I.P. W/ PLASTIC PLUG PER M.B. 375/40-44. IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 5 OF 9 SHEETS BEING A SURVEY OF PORTIONS OF SECTIONS 2 AND 11, TOWNSHIP 5 SOUTH, RANGE 6 WEST, • - PARCEL 2 OF GRANT DEED TO CO. OF RIV., REC. DEC. 30, 1976 AS INST. NO. 201828, O.R. (GENERAL VACATION PER RESOLUTION NO. 2012-103, REC. JUNE 28, 2012 AS INST. NO. 2012-0299547, O.R.) e \\1\ e \� 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. \\E°LY LINE OF GRANT DEED TO CHANDLER'S \ PALOS VERDES SAND AND GRAVEL CO. \\� REC. OCT. 7, 1975 AS INST. NO. 123026, O.R. e \ \ MAIM ROAD PER RIGHT OF WAY MAP 844-W e i (GENERAL VACATION PER RESOLUTION NO. \ 2012-103, REC. JUNE 28, 2012 A5 iNST. \ NO. 2012-0299547, O.R.) 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.) - DEED REC. NOV. 189 NO. 2010-0556526, 58.98' (58.88° R15) (122.78' R15) � 122.97' S.N.F. ESTAB. I POSITION PER R15� SCALE: 1 "=50' vv v w L; O 70 1 Q 0 w n q o N89-32'50"W 5286.78' <N89-33'09"W 5286.54'> -- 2647.09' <2647.08'> (N89'30'E 2645.65' R3) -- 00 -" w .L: 2223.43' --�- 1323.55' <1323.54'> N8524'46"E (R) 25.09' (25.00' R15) 100' 150' NOTE: SEE SHEET NO. 1 FOR BASIS OF BEARINGS, STATEMENT OF PURPOSE, ESTABLISHMENT MAP. SEE SHEET NO. 2 FOR SURVEYOR'S NOTES. SEE SHEET NO. 7 awaifr0a?3gS 7 A " R 'k OF S''RVEY m""o'EC0Rwum'o u BEING A SURVEY OF O • OF • AND 11, TOWNSHIPSOUTH, SAN BERNARDINO MERIDIAN DVC UJIGIVEETS n! o �� FD COPPERWELD, ti , I DN. 0.2', PER R9 o rr4 & C.R. 10-0536. r 4 \.� Gs30, TEMESCAL 3 �' . C 2 a., 28 R, ®.,g13•'4 s" 1p4000. CANYON �\ P. i®� 9S102b -� Sy5 r (7 r=�" _ �v®~� \ o �'c,;\ 951, 1 88 r �3. ..ray S.F.N. ESTAB. \ ` co 06+, r Cm240 r j S6, REC POSITION AT _ %Cpleoi� �.4 Opy E.C. PER R12. OF 45_98' FROM \Cv 82 0 L-240. r z �' 13.79 (13.75° R13) o q a?\ Alcor N N R16 ®6' - 10/14 \ � �rr Mir .�+� , g 0 ��01 R12) / ��--� ' (162.66 C.S.F.B. 2028/4689, o GRANT DEED TO CO. OF RIV., REC. DEC. 27, 1979 �; ��y' y- N84'01 21 "yy 162.66' /1976) AS INST. NO. 273867, O.R. (GENERAL VACATION PER `� ' \ �?� ,n,� aA1gh0e� GRANT DEED �� 1`t$•87' (148.61' R11) N RESOLUTION NO. 2012-103, REC. JUNE 28, 2012 AS �1 �y �9"+t1 REC OCT. J1, 1962 " -- INST. NO. 2012-0299547, O.R.) \ ` ��_ 2t� -�'� /II/ST. IUO. 100642, O.R. ` o ^ FD �1-1/4 I.P., NO TAG, DN. N. rr�86 �- lSy 0.2 , PER C.S.F.B. 2028/4689, O C/L OF 30.00 MAITRI ' �t �0• A=4'39'39" (A=4 40' 16" h ^ ' 10 14 1976 & R9. HELD FOR ROAD PER P.M.B. 11/77. \ ' R=467.00' '4 ) / / � r� \SO 'Q� I R=467.00 `� " A p N =� o LINE N84`0121 "W 0.10' OF E.C. z " \ rr' �\ J L=37.99' L=38.07' R15, R16) ' (A=12'54 21 A=12`54 59 \ -� r r �n L7 �\N�j• /sed d �'",' o, or R=533.00' R=533.00' `o r Q ��09• / o O w FD 1-1/4" I.P., NO TAG, DN. L=120.06 R15) L=120.15 ® %9 /' o O O _w `° to 2.0', PER C.S.F.B. 2028/4689, \\ �' Y ('QJ aui � 1 / . o „Lv w �° �` m 10/14/1976 & R9. HELD = r NSS �p>J 5• //Z N ry• ,M "41A FOR B.C. R• �, N PARCEL 2 OF GRANT DEED TO CO. OF RN., N w r 9 'Q�2 (32�9�jJ l Cy 2�? Ica,W REC. DEC. 30, 1976 AS INST. NO. 201829, \ f N � J S.F.N. �• O.R. (GENERAL VACATTION PER RESOLUTION J c% N� , NO. 2012-103, REC. JUNE 28, 2012 AS INST. NO. 2012-0299547, O.R.) \ o ®_ S.F.N. ®8�? s •�' (A=6'43'21" A=6'43'26" t o v ¢ HELD PARALLEL TO SE'LY LINE OF R12, R=533.00' R=533.00' t �+ It 11 tO �' 8' AT RECORD DISTANCE OF 63.59 FEET L=62.54' R15) L=62.55' \ ✓ o I w !, 7J ALONG SE'LY PROLONGATION FROM t SE'LY COR. OF R12 PER R13. (A=0'50'45" A=O'50'46" \ 1` i u N R=1290.00' R=1290.00' L=20.05' R15) L=19.05' �\ N N .a N N GRANT DEED, REC. JAN. 19, 2011, \ ` • �'' INST. NO. 2011-0028356, O.R. HELD AT PARALLEL DIST. OF 290' \ ? FROM C/L OF TEMESCAL CANYON ROAD PER INST. 32370, O.R. 1 ; , (4 d 02'47" R=1340.00' 6'0318" R-134Q L-141.41' Ril) 14 N .P. . �� °°sue MAITRI ROAD C/L ESTAB. BY COMPASS RULE ADJUSTMENT BTWN. FD. MONUMENT AT C/L INT. ?01 OF MAIM ROAD / TEMESCAL CANYON ROAD AND . \ \ o `J THE PRORATED POSITION OF C/L TIE INTO o u+ % \ EAST/WEST C.S. OF SEC. 2 PER R15. i O z cr ,` w\ J1 , \ �. o, 'A W GRANT DEED TO CO. OF RIV., REC. MAR. 11, 1976, �i 8, \ 1 -* _ AS INST. NO. 32370, O.R. (GENERAL VACATION PER \ r- (n RESOLUTION NO. 2012-103, REC. JUNE 28, 2012 AS ✓ i INST. NO. 2012-0299547, O.R.) \ t x ✓ W W \ ` o (n SEE SHEET NO. 5 50' 0 50' 100' 150' SCALE: 1 "=50' NOTE: SEE SHEET NO. 1 FOR BASIS OF BEARINGS, STATEMENT OF PURPOSE, ESTABLISHMENT MAP. SEE SHEET NO. 2 FOR SURVEYOR'S NOTES. r�"i V) 00 V IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 7 OF 9 SHEETS x%euo %ing & munuft Ougg"n' neuggen %"a alm J& 0% im EnEgE& % V'ff E '% "gen SEE SHEET NO. 5 lowe'"B" E '#Om% '& j I x U FEE T 6, 5. BEING A SURVEY OF PORTIONS OF SECTIONS 2 AND 11, TOWNSHIP 5 SOUTH, RANGE 6 WEST, n,84.4j, "f(Rj SAN BERNARDINO MERIDIAN K C ENGINEERS SEPTE BER 2023 SEE SHEET NO. 4 S.N.F., ESTAB. W. 1/16 r r I ` 1200.58' COR. POSITION B`---------- Y SINGLE �� N85'E ( _ 1323.55' <1323.54'> (1322.83' R3) PROPORTION PER R3. N po N89'32 50 E 2647.09 <N89'33 09"W 2647.08 > (N89'30 E 2645.65, R3) 0 � I I TAX DEED, I 120' 0 120' 240' 360' REC. APRIL 9, 1998, INST. NO. 135631, O.R. I 33' 33 SCALE: 1 "=120' M PARCEL 1 OF GRANT DEED TO CO. OF RIV., REC. DEC. 30, 1976 AS INST. NO. 201828, O.R. (GENERAL VACATION PER RESOLUTION NO. 2012-103, REC. JUNE 28, 2012 AS INST. NO. 2012-0299547, O.R.) I I MAITRI ROAD C/L ESTAB. BY COMPASS RULE I ADJUSTMENT B1WN. FD. MONUMENT AT C/L INT. I OF MAITRI ROAD / TEMESCAL CANYON ROAD IAND THE PRORATED POSITION OF C/L 11E INTO I I EAST/WEST C.S. OF SEC. 11 PER R15. ^I I MAITRi ROAD PER RIGHT OF WAY MAP 844-W (GENERAL VACATION PER RESOLUTION NO. 2012-103, REC. JUNE 28, 2012 AS INST. co NO. 2012-0299547, O.R.) 10 z1 I ( �r I to -' "TO©D 5�- AO �/V� S 4'o3"`N (R) ' ' ,• C7 Ls N.A.P. U N87'S8'27"yy (R) I V I ^ L J I I Q U- (51.35' R17&M) /L8 i L9 � � � � � I I I� I I ^ I � ro. I i of I I w La : I I r I ® bI O I z w w wl w I n MI co to o co = I co I - _ zl z I N Z �� Io I I Iw I= I Lo iLo I j I Ib IN co OI 33' I� 33' I ' 0 � o I I r I m N O I Lo I � 011,2I� I ILo �I I I z I i NI 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 (V20'00" 2033.00' 153.76' C5 (4'20'00" 2000.00' 151.26' C6 (4'20'00" 1980.00' 149.75' C7 (0'40'39" 1980.00' 23.41' C8 (2'54'23" 1980.00' 100.44' C9 730'00" 1033.00' 135.22' C10 730-00" 1000.00' 130.90' C11 7'30'00" 967.00' 126.58' C12 12-01'33" 467.00' 98.02' C13 12*01'33" 500.00' 104.95' C14 12'01'33" 533.00' 111.87' C15 00'44'58" 1980.00' 25.90' LINE TABLE LINE BEARING DISTANCE L1 N85'19'56"W 106.81' L2 N04'40'04"E 100.00' L3 N85'19'56"W 108.45' L4 N05'36'36"E 100.01, L5 N84'24'19'W 13.00' L6 N88'11'25"E 64.72' L7 N01'48'35'W 100.00' L8 N88*11'25"E 73.98' L9 N88'43'24'W 13.00' L10 N06'13'24'W 38.79' PARCEL 3 OF GRANT DEED REC. APRIL 02, 20109 INST. NO. 2010-01511979 O.R. 76.42 ACRES (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) R17&M) R17&M) R15&M) R15&M) R15&M) R15&M) R15&M) R15&M) (S85'58'47"E 106.81' R17) (SO4'01'13"W 100.00' R17) (N85'58'47"W 108.46' R17) (N04'57'45"E 100.01' R17) (N85'24'46"W (R) 13.00' R15) (N87'32'34"E 64.72' R17) (S2'27'26"E 100.00' R17) (S87'32'34"W 73.97' R17) (N89'44'46"E (R) 13.00' R17) (N07'14'46'W 38.79' R17) --------------------------}--------------------------- ^I n n 1 DETAIL C 00 NOT TO SCALE I w I ao I I 0 I I of W I I ® O ® X v+ to I d I co co I ma�co I to d I M^ I I to N N amp N 1 co o o j I p,0000 PARCEL 3 OF GRANT DEED e ' v Z I to REC. APRIL 02, 2010, I ' 33.00 I 33.00' Z i INST. NO. 2010-015119 7, O.R. \ V� (N51'48'08"W 43.93' R15) N50'46'46"W 43.93' i -- <N89'31'15"W 2640.70' R&M> `� 4 N (S89'32'30"W 2631.34' R3) --- <1320.35' R&M> (1315.67' R3) -.- --- <1320.35' R&M> (1315.67' R3) 1316.10' (1316.23' CALVED R15) -- 4.25' ---- 1324.60' (1324.72' CALC'ED R15) S.N.F., ESTAB. POSITION BY SINGLE PROPORTION PER R3. ----------------------------- (N80'33'44"E 100.00' R17) N81'12'35"E 100.00' 2 (N9'26'16"W 100' R17) 50. W N8 47 25"100.00' 7 2 1 II to N.A.P. I it (48.90'RI7&M)-- Lo 00 I i co M'I �I r7 I 1 1 co I :q- d"I co ( � � vl 2 of I o moI ap M to I °o cli I 00. J I » » o _ N85-49'49"W 642.76' 1 DETAILSEE HER C I------------------9*-------- (S86_28'40"E 642.76'-R17) AQ, z (TIE) --------- ----_ <N89'31'15"W 2640.70' R&M> <1320.35' R&M> (1315.67' R3) <1320.35'> (1315.67' R3) ` I 1316.10' (1316.23' CALC'ED R15) 1324.60;-(1324.72 CALL ED R15--------- S.N.F., ESTAB. POSITION OF TIE TO MAITRI ROAD BY SINGLE PROPORATION PER R15) (S9'26'16"E 100.00' R17) N8'47'25"W 100.00' (S80'33'44"W 100.00' R17) N81'12'35"E 100.00' (S89'32'30"W 2631.34' R3) S.N.F., ESTABLISHED CENTER OF SEC. 11 BY INTERSECTION. n io M M co cr 4 00 po co N w _N b Cl z A zo 100 n CD N w co N M a z V is N CD N w N 0 z K, z W U) W U) BEING A SURVEY OF PORTIONS OF SECTIONS 2 AND 11, TOWNSHIP 5 SOUTH, RANGE 6 WEST, SAN BERNARDI NO MERIDIAN i SEE SHEET NO. 4 P KWC ENGINEERS SE TE ,DER 2023 SEE SHEET NO. 4 987.73' (N89'25'50"E 999.03' R17) (N89'26'02"E 988.06' R20) (988.14' R1) 2639.69' <2639.46'> (2639.70' R1) (N89'25'50"E 2640.56' R4) N89'32'50"W 5286.78' <N89'33'09"W 52811 DETAIL "B"-�,/ -�- SEE SHEET NO. 4 FD. 1" I.P. OPEN, DN. 1.3', S.N.F., ESTABLSHED NORTH 1/4 CORNER z ACCEPTED AS 1" I.P. W/ PLASTIC AT INTERSECTION OF NORTH LINE OF SEC. (S40'27'00"E 58.37' R17) 11 AND THE PROLONGATION OF THE (S40'36'26"E 69.51' R20) cr PLUG PER M.B. 375/40-44. CENTER SEC. LINE OF SEC. 2 PER R8. (N39'42'12"E 69.77' M.B. 380/89-93) .- rn N (N39'57'18"W 69.85' R1) z 01 v°',o - OW 00. N39'33'18"W 70.08' Ln i t'a.ot 9�93 fJe N w s (rW n 1;- 102 9335 8 -'_ w w w � I,o GT 360 Lin - ARP fig. w °D W a,to �oo� w 120' 0 0 N w to n M to st Z ^ w06 Lll `o rT v JU) dam' w 00 w (o vC/J 1 N W N 0 z n 06 to co N W 00 N 0 z v co N M co N W 00 0 z 120' 240' 360' c0 � SCALE: 1 "=120' a' rn rn co S.F.N. 4^ o bi CIS C0 O PARCEL 2 OF GRANT DEED N . M :� cv iy N �- � �• z REC. APRIL 02, 2010, S.F.N. INST. NO. 2010-01511979 O.R. 47.83 ACRES y ESTAB. LINE PER COMPASS RULE ADJUSTMENT PER R1, BETWEEN FD. MONUMENTS. �N 0. 91 335'3 g8'6 ll�0T G 29 20 ��• R.5 3 690 PPRG npRGE�' g 11 o FD. 3/4" I.P. TAGGED "RCE 862", Pr UP 0.3% PER R1 & M.B. 375/40- 44. �- u: -'N'W Da. rn, cs:.� r? fi PARCEL 6 FD. 3/4" I.P. TAGGED "RCE 862", s w S.N.F., ESTAB. AT OF GRANT DEED UP ill PER R1 & M.B. 375/40-44. � � ® � RECORD ANGLE AND REC. APRIL 02, 2010, ^ I � � .� t{3 ... > NO DISTANCE PER R20 INST. NO. 2010-0151197, O.R. iN6 i (S01'09'56"E 115.03' R20) (S01'00'30"E 115.03' R17) �06, o ro, (N00'09'05"W 114.99' M.B. 375/40-44) N6?• 1) r (N00'29'17"W 115.00' R1) ^ I�SBY 898',Q NO'07'41"W 115.02' N FD. 3/4" I.P. TAGGED "RCE 862", C14® •oo S' N in .6.6 UP 0.3% PER R1, M.B. 375/40-44 r, ^ z w w & M.B. 406/30-32. CV °° s ='' 1.05 ACRES toI ®® 00 .-�. J N M 00 z M ^ N O d-cq g ®^ N w N� N w�0 a iri c, O � N A Lp c, o � w 00 O r LcJ O ` N N o z ®do' M N NSA• (15 N w wo ogo ® o ESTAB. LINE PER COMPASS ® ®, "? a, o, b S�, N ,.; a o I rn ! 90 RULE ADJUSTMENT BETWEEN GO W z CO CO ® 71 o `�S , i� ?'v`'. rn rn FD. MONUMENTS PER R1. .� �- oo_ _ z z " O '?`i8 N•i6S�' a,`4" ham, '. ' ) S.F.N (TIE) A6• �, CS. ,e cry cv a; `v;� S.N.F., ESTAB. AT (110, N00'50'21 "E ESQ p 8?S. N ?�?' �`9J cv \ ai RECORD ANGLE AND N.A.P. _ " 0 F S2� F` S,. (N58'26'49"E 80.48' R17) DISTANCE PER R20 (S00'10 48 E R20) eQ? �Q� 6� ?S N59'18'30"E 80.48' C'v (100.00' R20&M) fiti „ " „ N M 4 S3, J .p? FD. 3/4 I.P. TAGGED RCE 862 , i oo ^ ,N % if �J °J ,y FLUSH, PER R1, M.B. 375/40-44 z `o ^' N o N89'09�39"W OQpp3SF,�,S� / \ S�, & M.B. 406/30-32. M (S89'49 12"W R20) ,p ,p S8. ��v i �6 If (100.00' R20&M) ?� 'sF N00'50'21 "E ��J fkkL b,. 6�FJ (N00'1 ill R20) %tiS • SSA VO- `, % N ® ®°' N N (100.00' R20&M) it O , S O 8 ��z 3SF \?°8' N N n O 6 �\?S �t t0 N Cq cv r7 M �?7.6. lSif SS:� ��'°9S � j \`` A>> f2 ' ip�' j �, rs, OS, sty S \6g. 2 cq q Z N N ck r 00 PARCEL 5 OF GRANT DEED 0. S.F.N. (127.05'45" GEC 3 PP 5690 1 S.N.F., ESTABLISHED CENTER OF SEC. 11 BY INTERSECTION. (84'54'36" R20&M) (362.85' R17, R20&M) z .a w rn to .J 0 90 TI z O 00 Ln 913 0 Ln 70 J N O REC. APRIL 02, 2010, INST. NO. 2010-01511979 O.R. 0.23 ACRES ('CAMPBELL-SLOOP WZZZ NO. 2 " PER DEED Rf -C /N BK. 20991199,, 0. R.) PARCEL 4 OF GRANT DEED REC. APRIL 02, 20109 INST. NO. 2010-01511971, O.R. 23.25 ACRES 1. 1 b690 P RCE 11� R21, R17&M) J S.N.F., ESTAB. BY INTERSECTION - ESTAB. LINE PER COMPASS RULE ADJUSTMENT BETWEEN FD. MONUMENTS PER R1.- S.F.N., ESTAB. POSITION BY SINGLE PRORATION PER R1. S.N.F., HELD REC. DIST. OF 362.85' PER R17, R20. <N89'31'15"W 2643.76' R&M> (S89'28'30'W 2643.34' R4) 1238.45' (S89'28'30"W 1238.39' R17) - 875,60' (875.59' R17. R20) r N M 04 o Z m O n ,� w � . ci w Of pe) Of v ) 1M o O r- W 00 C14(O �--^ W " O 'W'^^ ® CV ^ .^- uI �Wb O LtJ v M � �^7 O O v z NOTE: SEE SHEET NO. 1 FOR BASIS OF BEARINGS, STATEMENT OF PURPOSE, ESTABLISHMENT MAP. SEE SHEET NO. 2 FOR SURVEYOR'S NOTES. 1405.31' (1405.35' R1) -- cajdq-oa738s7 FD. 3/4" I.P. TAGGED "RCE 862", UP 0.3', PER R1, M.B. 375/40-44 & M.B. 406/30-32. FD. 3/4" I.P. TAGGED "RCE 862", FLUSH, PER R 1, M.B. 375/40-44 & M.B. 406/30-32. KC IN THE UNINCORPORATED TERRITORY RIVERSIDE, OF CALIFORNIA RECORD OFSURVEY BEING A SURVEY OF PORTIONS OF •; AND •SOUTH,RANGE • HELD REC. DIST. OF BERNARDINO MERIDIAN ' E' S.F.N. ��NST 53'33"E (R) U 1 I \N8T 53.33"E \ (R) i f2..w R' r I I I LINE TABLE LINE BEARING DISTANCE L1 N80'14'41"E 101.54' L2 N05.15'54"W 17.35' L3 N13'34'35"E 46.18' L4 N14'44'54"E 111.13' L5 N78.18'53"W 6.12' L6 N04'32'30"E 19.21' L7 N05' 19'58"W 41.29' L8 N56'08'56"W 45.45' L9 N54'09'53"W 160.08' L10 N55'16'43"W 183.15' L11 N50'38'04"W 192.35' L12 N52'58'19"W 66.94' L13 N48'27'07"W 39.22' L14 N4T59'37"W 69.70' L15 N43-11'44"W 99.28' L16 N46'18'52"W 134.02' L17 N4707'06"W 68.03' (N80'14'29"E 101.54' R18) (N05'15'56"W 17.35' R18) (N13'34'33"E 46.18' R18) (N14'44'52"E 111.13' R18) (08'118'55"W 6.12' R18) (N04'32'28"E 19.21' R18) (N05'20'00"W 41.29' R18) (N56'08'58"W 45.45' R18) (N54'09'55"W 160.08' R18) (N55'16'45"W 183.15' R18) (N50.38'06"W 192.35' R18) (N52'58'21 "W 66.94' R18) (N48'27'09"W 39.22' R18) (N42759'39"W 69.70' R18) (N43'11'46"W 99.28' R18) (N46'18'54"W 134.02' R18) (N4707'08"W 68.03' R18) I I I 0�11 �+I \ R18&M) R18&M) R18&M) R18&M) -1 \ ,o \ l•!9 � \ � �, p gyp\' e v� 'ER COMPASS \ \ RENT PER R1. a GRANT DEED !EC. NOVEMBER 17, 2017 3T. NO. 2014-04386439 O.R. L13 \a 11.01 ACRES 381 � 101 05.�0E 2011' "0219 30000 20 \ I FD 1 " I.P. TAGGED L.S. 9029, AB. POSITION BY ` DN 0.1', PER R24. / ORATION PER R1. 1024.21' 1024.58' R18 � (381.10' R18&M) 1405.31' (1405.35' R1) (S89'28'30'W 2643.34' R4) S.F.N., HELD REC. DIST. OF 381.10 FROM 1 /4 COR. SEC. 11 PER R18 -� CURVE TABLE CURVE DELTA RADIUS LENGTH Cl (19'41'27" 485.00' 166.68' C2 (14!39'46" 450.00' 115.16' C3 (32-12'18" 1 150.00' 84.31' C4 18-36'40" 1 300.00' 1 97.45' SHEET 9 OF 9 SHEETS 100' 0 100' 200' 300' NEI SCALE: 1 "=100'