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rs163_053-055IN THE CITY OF CORONA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 1 OF 3 SHEETS BEING A SURVEY OF MCKINLEY AVENUE AND ADJACENT PROPERTIES, FROM SAMPSON AVENUE TO MAGNOLIA AVENUE, AS SHOWN ON TRACT NO. 23454, FILED IN BOOK 193, PAGES 100 THROUGH 103, INCLUSIVE, PARCEL MAP NO. 35028, FILED IN BOOK 226, PAGES 76 THROUGH 79, INCLUSIVE, AND PARCEL MAP NO. 9603, FILED IN BOOK 45, PAGES 67 AND 68, MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY. SEC. 28, T.3 SOUTH, R.6 WEST, S.B.M. NOTE: * N SEE SHEET 2 AND 3 FOR LINE AND DATE OF LAST SURVEY: MAY 25, 2022 CURVE TABLES. I&I DAVIS THRESH P.L.S. 6868 a� v SEE SHEET 3 FOR MONUMENT NOTES. NO MONUMENTS WERE SET PER THIS SURVEY. NGS POINT ❑B BASIS OF BEARINGS "DX4212" o� A NGS POINT N46'5240"E _______ COORDINATES �cr "DX5289" 840• _ _-_------ 63' GRID) CD _ _ COORDINATES 131841.00' GPS TIE ( 13, RECORDER'S STATEMENT FILED THIS DAY OF , 201q, AT11-1(a . M. IN BOOK 163 OF RECORDS OF SURVEY, AT PAGES) . -5� , AT THE REQUEST OF THE COUNTY SURVEYOR. NO. Aq-ot33`f3I FEE AI PETER ALDANA, ASSESSOR -COUNTY CLERK RECORDER BY �/ fT DEPUTY SCALE IN FEET ( 1 09S 8653o8' �`L�;', �Q �� 180 0 1$0 360 90 4>, ,� �, �O , �h ��. 1„ = 180' 9s23,Cps ., I ,���.��. cb, RIVERSIDE 91 FREEWAY �t1 N 2268310.454 E 6176990.029 2 c P. O SEE SHEET NO. 2 WWII- E1V(/E _77"� -- - "Poo Ggw'#obv OF CORONA s 0,VI I ° �o 3 p Als o 0 AV �v p ° w 0 Ift �Q w0 >W_ E0 U 0 0 �I� olv c.> 0s° HEM No. "I's-M70289 C � A�$ELMO DR. SEE SHEET NO. 3 I 41 ct Q a o C) � W °co�o _�M03 00 °� o� ?%019� i CITY OF CORONA - - - ein - MAGNOLIA AVENUECOUNTY OF RIVERSIDE 4*91=15, - INDICATES NGS MONUMENT AS NOTED. ® - INDICATES FOUND MONUMENT AS NOTED. CL - CENTERLINE. M - MEASURED. PL - PROPERTY LINE. SFN - INDICATES NOTHING FOUND, NOTHING SET. RAID - RADIAL BEARING. - ROAD CENTERLINE. 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 "DX5289", "DX4212", AND "MONUMENT NO. 2", NAD 83 (NSRS2011) EPOCH 2010.00 AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY DIVIDING THE GROUND DISTANCE BY A COMBINATION FACTOR OF 1.00002709. CALCULATIONS ARE MADE AT MONUMENT NO. 2 WITH COORDINATES OF: N 2268310.454, E 6176990.029, AN ELLIPSOID HEIGHT OF 566.13' AND A CONVERGENCE FACTOR OF-0'41'47.42". STATEMENT OF PURPOSE THE PURPOSE OF THIS SURVEY IS TO RE-ESTABLISH THE BOUNDARY ALONG MCKINLEY STREET AND IT'S ADJACENT PROPERTIES AS SHOWN ON TRACT NO. 23454, FILED IN BOOK 193, PAGES 100 THROUGH 103, INCLUSIVE, PARCEL MAP NO. 35028, FILED IN BOOK 226, PAGES 76 THROUGH 79, INCLUSIVE, AND PARCEL MAP NO. 9603, FILED IN BOOK 45, PAGES 67 AND 68, MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY. REFERENCES R1 - TRACT NO. 23454, M.B. 193/100-103. R2 - TRACT NO. 21100, M.B. 175/19-25. R3 - CITY OF CORONA CL TIES TRACT NO. 21100, TIE NO. 14. R4 - PARCEL MAP 9603, P.M.B. 45/67-68. R5 - INSTRUMENT NO. 2014-0170289, 5/09/2014, O.R. R6 - INSTRUMENT NO. 2004-0493473, 6/25/2004, O.R. R7 - PARCEL MAP NO. 35028, P.M.B. 226/76-79. R8 - RECORD OF SURVEY RS 42/59. R9 - PARCEL MAP NO. 23376, P.M.B. 155/26-28. R10 - LLA 08-006, DOC. NO. 2008-0622380, 11/24/2008. R11 - CORNER RECORD NO. 2005-485. R12 - CORNER RECORD NO. 2008-0411. R13 - CORNER RECORD NO. 2008-0410. R14 - CORNER RECORD NO. 2020-0090. R15 - CORNER RECORD NO. 14-0496. R16 - INST. NO. 172356, RECORDED 8/15/1979, O.R. R17 - TRACT NO. 37169, M.B. 464/77-79. R18 - CITY OF CORONA CL TIES PARCEL MAP 35028, NO. 3359. R19 - RECORD OF SURVEY RS 88/8. COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS 3 DAY OF Ay , 20 . DAVID L. MCMILLAN, COUNTY SURVEYOR DATE L.S. 8488 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 BIGGS CARDOSA ASSOCIATES IN JUNE, 2018. --- DAVIS THRESH, PLS 6868 4 Zo ?--- DATE SEC. 28 T.3S. R.6W. S.B.M. RIV. CO. 23-083 IN THE CITY OF CORONA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA la IF, "t m 0 BEING A SURVEY OF MCKINLEY AVENUE AND ADJACENT PROPERTIES, FROM SAMPSON AVENUE TO MAGNOLIA AVENUE, AS SHOWN ON TRACT NO. 23454, FILED IN BOOK 193, PAGES 100 THROUGH 103, INCLUSIVE, PARCEL MAP NO. 35028, FILED IN BOOK 226, PAGES 76 THROUGH 79, INCLUSIVE, AND PARCEL MAP NO. 9603, FILED IN BOOK 45, PAGES 67 AND 68, MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY. SEC. 28, T.3 SOUTH, R.6 WEST, S.B.M. dR8638 p DATE OF LAST SURVEY: MAY 25, 2022 ( 79'g '0, A B °°o5 DAVIS THRESH P.L.S. 6868 4 5 J 6 N8 �, �g 939. RIVERSIDE 91 FREEWAY Rs� 3�. '�3� 8 2 N.B. ON -RAMP 31 5 'IV 5 •Q�'� AR30 N52'50'12"E 288.80' (288.65' R8) rJ V^� (AR • O,c o_ 84.81' 203.99 N (lg �R6 62p. �`iQ ¢ (84.83' R6) (203.82' R5) 5 o N;� 7�• G R2J �A c� W R=75.00' o 7 32, N �7J w W CL �43'36'10" 14 a' '.0 N67' `� SFN .. 00 L=57.08 �`� N N 9 6 N56' 19'01 "E rn o F`" in o 1 53 22"f Z : �S . N ¢ Lo - (L=57.07' R6) ,` N CA o 99.g8• (6) A (72.95 R1) n n z N (200.00' ,Q,' Ss. �'�20 72.86' d 1� R2) 10 � 'd 000' Z W W ° nNC s L� 1 � ° �1'Oo° ° •Of (8� 8,�, �` 11 53 R1) 13 14 M Z N56'22'40"E LHOT° HO° 2004-0A193473, rn ° �° ���DO ��J cS 1g73 �, 135.00' ���u/2004, U°Q° 9"2��j � O � N � � °o o N � co "� 11 C6 � Z U (R5) _ u) a o Cs © N `' 0 O N ^ 12 15 S` N J M N^ ^ 00 N Q N ^ N D L6 U N z MST. Noo ° 20�114-017 002 o 0 a Q N � co Irt 22 N67'53 2" z N 16 ^ ^11) �Q° (�° ��� 5009120T c, ax 2/ o ^ 20pS4 PO .Op' (R2) SFN 19 SFN (119.50' R1 �, �° ���� �000 �� 3 co N IPAW EL Q Z 135.06' 119.45' ) (54, 77, Rr o N " 57.68' d - SFN (R 19 '� N67.5 " 54. 75 • ) (15.00' R 1) v ^ M CD N67' ) �,�` L3 1 27 f 15.01 r� (M&R3) `32' o ^ 54'S4"f 1 174,20' --SFN 16 '� L N � . o (74.27' R1 4 z N N56'22'40"E 3 �- is d^ 19 18 ) N67'S3'22" f r r- 183.01' 23 N ®O +� o 17 138 3g. N (183.00' R5) �i CJ cn o (138.28' n 00 23 o ,� o N o R1) SFN ,� CA 21.72' 177.01' `� - O N �O - o0 0 ^ N12'52'49"E N (177 (M&R3) SFN 00 R2 z `O o rn .22 z rh G�QG�CO�L (134.00' R1 `. `� 00 o (M&R1) 0000 F� Ln n 3 0 ^ 133.91' ) 20 z rn rn N ,•� 11�0�° �]o° "'-. V. 21 CO ^ Z o �©�14 � 00�1700 0 0 237.82o `, ,n o 9 L�QG3��L 21.20' 0 N N67' "",,, (237.76. �ci 5�0002�0 I]°�° N (M&R3) � --' '^� S322" R1) SFN 52 50 � � ^,,,� HUT. 190° �,y� N67'S3'22" f 729.7g (18 �81'N�i y 3 S/�/rl�s-.-� E 875.67' (729.76' R2�'�*n,." 00' R1) SFN 102' N70'11'33"W z o D (M&R 1 '6%vu'E� ) � G'`I 32.93' (R5) K SFN 1N 66.75, N-----to 1 (166. 74, ^o c (9� -- o'0 N67.54' .84' R5N vh�R(0 59.60'N6754 Q '�-- ,��O� ° `p rn 0 02 E 847 ?00Q Q o -- "� 34 (84g 95' 10 o SFN 202.00' (M& 22 "E R4 581.60' (M& o --- -- roe O O R4) o 80' SFN 50' 30' -_ _ ,a 379.60' (M&R4)o c�z / o SFN SCALE IN FEET 100 0 100 200 1"=100, D 000 °g0030o z N 13'03'44"E - - 33.39' SFN 67 N• - _ 5322" (33.38' R4) -. 202,p f (M&R4) R= 456.00' N6 288 N67.5322" 1�=8'17'32" 7 53 22 1682 SFN 17' (288.15 R4 (L- L=66.00 4t_ (1_ 6�=_9, R4 ) ) - STELLE,q �� � SFN - _ NUE ----;o as `n C LINE TABLE LINE NO. DIRECTION LENGTH RECORD L1 N86'27'57"E 91.64 1 (91.67' R2) L2 NO2-16.13"W 50.00 (50.00' R2) L3 N67'53'22"E 48.51 (48.50' R1) L4 N22'53'16"E 21.22 (21.21' R1) L5 N22'05'21 "W 29.97 (30.00' R1) L6 N19'37'27"W 13.47 (13.42' R1) L7 N33'37'20"W 89.94 (89.97' R1) L8 N56'33'05"E 49.99 (50.00' R4) L9 N75'14'00"W 37.65 (37.59' R4) CURVE TABLE CURVE NO. DELTA RADIUS LENGTH RECORD C1 080'39'33" 55.00 77.43 (77.43' R2) C2 096'20'27" 74.00 124.43 (124.49' R2) C3 019'50'25" 100.00 34.63 (34.63' R21 C4 090'00'00" 23.00 36.13 (36.13' R2) C5 011'40'35" 200.00 40.76 (40.69' R1) C6 022'20'16" 200.00 77.97 (77.84' R1) C7 075*10'57" 20.00 26.24 (26.22' R1) C8 006'37'01" 482.00 55.66 (55.72' R1) C9 003'02'24" 482.00 25.57 (25.47' R1) C10 025'50'34" 62.00 27.96 (27.96' R1) C11 01359'53" 100.00 24.43 (24.43' R1) C12 101'30'41" 23.00 40.75 (40.75' R1) C13 011*20'17" 500.00 98.94 (98.96' R4) � SFN �27 $67'53•28" f SFN (227.47' R4) R- 544.00' 29 4-9'00157" L-85.60 (R4) Of N77'15'45"Wrl --' 31.86' (R4) N 11'29'21 "E 28.35' (28.34' R 16) N56'22'56"E 309.94' N 50' 50' 100' M N M M r � � U7 r`iCO N (`t co 00 z l � co ih M ci -t C) � v � SFN nL8 � i0 N r7 SFN z SFN I � (V �(D o M 0 I O -co 00 d o co N O M o 3 i 00 x � L !n t0 N N � M I � z I z c0 c0 C c0 c0 N56'22'56"E 2407.11' (2407.31' R4)(2407.26' R17) MAGNOLIA AVENUE NOTE: SEE SHEET 1 FOR BASIS OF BEARINGS, REFERENCES, AND LEGEND. SEE SHEET 3 FOR MONUMENT NOTES. 50' 1 50' 100' �J o ,rs 00 '\ n" a D CO 0 z ti W I co W co Aotp-t{,. o 13 3tt3 I 6y Q O O O O O O O O O F Z7 m N O Q m p 0 -' -n p 0 O -11 _, O -1 D -q x -1 -O A _9 NO O O "0 r?OO Z0 Z00 0 0 00 -700 O Z n? O �I N N N X-Irn N 0 (00O0 �m z .z Z z -<cn D O z r C o W m mr'i m m _m inD ZE m n U) r -i _ m o;uz 2 2 -I N D D 0 0 0 1 I -0-0 0 0 2 r r -np0 Z (n to m r0 TI n y Ut W NZ0 N IQr rn= rn= D;7 =IW W cD tcn P m Z 0 _ _ O 0 0) _ Q Q z D z z :I � rri -Tl X tNJt -P W N -m O _0-n m0 �Z g-n m 0 g-n m 0 ITlzC)6z W D m z 06 z W D Z �Q !- Z r Z 0)N" � �I Vmz 0)N")m� °'°z Q W QQ QQ -t m ON -. ON ONO> ��IC7 cD0000> O n o z co z W- o�=o P m vrn=o (0 (A m 0 Z D c,a D to D (Jt�00 _� Q (DON _("OQ .D -u z Q oN _-(n rsN cn _- om om m W g W Q on O0 -D ;o D m N X C7 m U-)cn X C cn C ;o_ ;i7 D n O O Z Q Q Z -I Z -i Z -I 0 0 o 0 Z O o -p m m N N OOD -n 0) co 0) N 00 O O W W " Z z C W Z _ Z D Q D Q p tD 00 Q Q 0 P W N Ln -T1 Ti co -71 Q -n z -q O (n z T1 Q -n -u -1 -u m 00 m0 DO 00 O T10 O 00 m0 m0 NZ �z zz Zz Dz O=Ozz zzz �Q �Qz =Q Q Q oQ _ Q no - Imo L- (n C fOT1 N �(rT1 O N Om cn ;u V) m O-0 Q -D Q _� zW DQ mQ o-U y rn �� *m �7 rr - O xi W z Z cf)m� �� �r �0 00 00 " m C� Z W0 C) O O m v Q m -v " c� co Ul z N Z m z cn cn Q Xcn z x �Q zXQ m m m -0v D Q O --I I Z7 ;u(n� --AN 0 � � 0 (n cn (n D = n mcpn �v -�v X n D cn D Qm m m D m00 00 N z W Xzcfl n n n m P " r Q W Q) O m -� G7 �l Ln � � CA W z z mm-r W ----------------1 I I 1 I 1 � i fTl I L10 1 1 I D I I �= I I I I L13 I D r N I i I t 1 ------ ___-_---_—I I O I I � I � I I � I I D 1 1 (— N33'37'20"W 1 r 736.98 r 1 1 I I I 1 ��----------------) -0 -n Q l Q TI Q TI 0-1 mm0 00 00 00 00 z ZZ ZZ ZZ ZZ �Q Q Q Q Q w N N N N W O � z X p O W D Z z z D 0 m rn m m m z U) -0 -0 > -i 0 T-r —, N " i //> V � N N p p II N _ = N n o m Q z z _ O O D D r r rcn Z Z "D " -P O O I m D D NO G� 0 N - - " 0 v CW) r W N O ONo v 2 X m o v0 mO m �IQz X 0 ZO N C ( D\ X� Z 0 -P N X 0 O Z W mZ m � Q D 0 0 m - � Q (n 0) W v " n v 0) a W r --4v 0)M C CA m _ ;u n0 �0 rn o D0 Zz ,lz v z Xz DQ =Q Q Dm =C4 \ r'= zr Do Z{' _ m rnD = C P 00 �O z OD m � m W �m z 0 DT 0 m r- �7 > D D U) 00 Z m D D D Q z O 0 Q X _ v m n D r= D 0 XW J 0) v V > (O,r z = �I r -o N c ; z M0 C)0 XC oC mo " 00 z , X c� Z O Z m I m -4 s -I 2 = X 0 Z C n m r= W 0) m W J X cD _ = X 00 00. -n C Q U) 0 ? z -0 -1 m0 Q -T1 00 -u co -1 rD O 2 D ()r TI m<W O z TI O ;QC g C Dn C rm(D C m C Z z z NX z Qz0 Z ;u Z �Q Q Q C" o�z 0' C:) o-' 0 I 0mm� 0- o >y r Z0= Cn Z Z _\ Z �? r tTl Z D r m � z _ O Z o ap L4 X Cp �zQ D�� UiLn z Om z Jr D �m m (n m Fri w� (Z DZo � XQ C m " O -� m � U) _ O " (n Z � Cn _P z= " - I W n Zz D P W Z X 0) O O O mL Z o m� Q Z o m N �O D = mz0 < -I D Z O _ C� r m 0 m z IT,D in I O SEE SHEET NO. 2 - - N33'37'20"W 256.87' (256.89' R5) I --- I 50, 30' 47,5p. o o (n rn w cnbo w rn O O 01 z U'. cn `" m m o m o ^ N 2 w s- -A (— r ,la N W rn n7 W D oc �� v �- � (n v -A o o DID Z i 324.19' (324.22' R5) 105.00' C ct° 1 1 N33'37'20"W 431.23' (R10) L N33'37'20"W 736.98' (736.95' R7) q -� 0) ,0 N33'37'20"W 262.37' (M&R10) o z O� rn-cVnv� 0 (,y `v `" N 0 o PARC EL ,� 00 o o� W o w r, cD co CO onjj oo c 00.-(7 � 50 30, QW r N33'37'20"W 262.37' (M&R10)�m a 75.505 50' 1� J / �? tWn T tin ) GRID NGRTH \S �0 4 , 4 4� 416,90y T/c C 0 0 N NO 80 8 A V O (n :� z 0 OO O0o 0 0 r 0 e0 m C NO O000 O-t i.. -� s a a (Ao v Q -' o O O O 0 O O O O N W �n w p -- �, 90 -- o OV 0` 00 w (vie i � cvn c0 90 N Op- co rn � "i (11 rn � o N30'07'02"W 305.36' (305.36' R7') '- N30'07'02"W 429.88' CA ------ — _ KPti PKWY FORMERLY CORONA LIFE DR.) N r N N O c0 00 r V O to W N r_- O mN z (A(A N O Z O W z (A W 0) z Ut O N z (n m Ni z Cn N O z O z OD 0 CO z (A 0 00 z N N CJi z 0) V gyp- z O V gyp. z w w V (�j N N m O -F� CO ? O rTi P O r*r N N �i m O a L4 cic 0 00 O N r*i O N m N O O z C m V o o w w °' V Clt O 00 (n p 00)) C)1 O 0 0 v (^' p O w rr� � DD 07 a'' U {' L4 0 O p O v Cn -4�Vi v O O v �yi v �Vi v api v v v L14 C16 �� r z ns 0 �fl C0 _r 0) 00 N �I j 32' z Z o� co co o P,-;rn V Y r,i r*r �® 0 1% P _ N 00 K .ZV7 V 32' U) z 410.76' (410.64' R5) 305.75' (305.72' R7) N33'36'48"W 136.00' (M&R7) N Z D °' 0cn N w � Q, N c v rri N33'36'48"W 117.50' (M&R7) N30'03'08 "W 117.50' (M&R7) N30'03'08"W 136.00' - (M&R7) z 02 N R' W r r 0 -1 N W z 322.71' (322.77' R7) N29'34'06"W 354.71' (354.78' R7 v0 WO W 0) O 1 rnIQ O V czn O ^N in w 0) OD O �c m v � OD z X (n z � mmO m= Z m 0 m m� W D 00 r- mW ZU) Q Fn O W m -n V) D r co mcnm Q O D 0 sn ZzD co 00c7 N) ;u N D N Z--n-10 Q-0z 00 DO O n D J .P r Ucy) ) D COI = C Q C D mm m =Z n0 D m -T D < O i Nn" O O m0n r-o O-D z -Ni W-nC(D0 �(nWZ 0) n cn (n_< Omm�-i o OD = < -I 17 W =ozw o Q mzm , 0) Z7 z cn 6 V m V cn N OD 00 to N f0 V U) z I- rn mm=tn m0 00 cn �zr0;0 00 N (nQ>c0 0 cp�W=� N �OZ�D _1o0K> " (n o0 OW 0 Z cn-r o-Lnm mmcZ nQmC m ocz-0-1 Z > O omo �z D Ul D D U)UlC rn0m v N- 00 N m m Gt1 In CA) w S m m I N