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rs162_087-092COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PRO FE SI NAL AND SURVEYORS' ACT THIS I DAY OF , 202 `i SAND DAVID L. o -� McMILLAN DAVID L. MCMILLAN, COUNTY SURVEYOR COUNTY OF RIVERSIDE L.S. NO. 8488 EXP 12/31/2024 SURVEYOR'S NOTES BASIS OF BEARINGS AND COORDINATES: v\'�, 8488 � OF Crv, THE HORIZONTAL CONTROL DATUM FOR THIS SURVEY IS BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83), ZONE VI, NAD83 (2007.00 EPOCH) BASED LOCALLY UPON THE FOLLOWING CONTINUOUSLY OPERATING REFERENCE STATIONS AS PUBLISHED BY THE NGS: NAME LATITUDE LONGITUDE NORTHING (FT) EASTING (FT) BILL N33 ° 34'41.66160" W117 ° 03'52.51115" 2154994.78 6313564.39 ECFS N33 ° 38'51.64835" W117 ° 24'42.04998" 2181263.37 6208133.60 MJPK N33 ° 42'52.11939" W117 ° 33'01.64360" 2206067.01 6166205.28 DISTANCES SHOWN ARE GRID DISTANCES UNLESS OTHERWISE NOTED. DIVIDE GRID DISTANCES BY 0.999114321 TO OBTAIN GROUND LEVEL DISTANCES. 2. RECORD DATA RECORD BEARINGS AND DISTANCES SHOWN ARE BASED ON THE POST CONSTRUCTION RECORD OF SURVEY FILED ON JUNE 18, 2022, IN BOOK 154 OF RECORDS OF SURVEY, PAGES 94-99, INCLUSIVE. 3.STATEMENT OF PURPOSE THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE NEW RIGHT-OF-WAY LINES CREATED BY ACQUISITIONS (DEPICTED HEREON) ACQUIRED AS PART OF THE RAILROAD CANYON/INTERSTATE 15 IMPROVEMENT PROJECT AND TO COMPLY WITH SECTION 8762 (b)(5) OF THE BUSINESS AND PROFESSIONS CODE OF THE STATE OF CALIFORNIA 4. FILING NOTE THIS MAP IS BEING FILED IN COMPLIANCE WITH THE REQUIREMENTS SET FORTH IN THE PROFESSIONAL LAND SURVEYORS' ACT (CALIFORNIA BUSINESS AND PROFESSIONS CODE) SECTION 8771(B). MJPK SEE SHEET 2 OF 6 FOR MONUMENT DESCRIPTIONS, LINE TABLE, CURVE TABLE AND RECORD REFERENCES. IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A SURVEY OF A PORTION OF SECTION 9, TOWNSHIP 6 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN. JAMES R. RIOS, PLS 8823, TOWILL, INC. JANUARY 2023 LEGEND CORS STATION. FOUND MONUMENT AS NOTED. 0 SET MONUMENT AS NOTED. SET LEAD TACK AND TAG "LS 8823", SEE MONUMENT DESCRIPTION. OO SET 1" IRON PIPE WITH TAG "LS 8823", SEE MONUMENT DESCRIPTION. ❑ SET GEAR SPIKE AND WASHER "LS 8823", FLUSH. XXXX MONUMENT NUMBER OSHEET NUMBER CDOT CALIFORNIA DEPARTMENT OF TRANSPORATION CR CORNER RECORD 200039 FD FOUND NTS NOT TO SCALE OR OFFICIAL RECORDS i PM PARCEL MAP -� t PRC POINT OF REVERSE CURVE (RAD) RADIAL BEARING RS RECORD OF SURVEY t SEC SECTION SFN SEARCHED, FOUND NOTHING VAR VARIES 200015 *k iL" ACCESS RESTRICTIONS V N.T.S. N�6 , 0 CONVERGENCE ANGLE -00°34'35" AT POINT 217 v 200016 �/s I /�S/ �C6j\\ 12000 Zd Zq _00 :7q 3 .q f SHEET 1 OF 6 SHEETS RECORDER'S STATEMENT FILED THIS 1— DAY OFI-Nd1, 20—�, AT9•58 AM. IN BOOK �z OF RECORDS OF SURVEY, AT PAGE 1� -gZ , AT THE REQUEST OF THE COUNTY SURVEYOR. NO. - OOP° 3 5q FEE PETER ALDAN•A,, ;A.S�,SEESSOR-COUNTY CLERK -RECORDER BY: 1e'! '�-C ,DEPUTY 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 RIVERSIDE C�PORTATION COMMISION, IN JANUARY, 2023. P.L.S. 8823 N76 ° 12'31"'W (PRC) �t t t i RS 106/ 6-7 (L3) PM NO. 30832 PMB 204/ 94-95 t (Noo°oo'z3"E co 219.54') ' I m PM NO. 30792� _N �980 9� PMB 206/ 3-5 w oLS Loz DATE SHEET LAYOUT AL LAND SQL JAMES R. RIOS �'A 88J311TOF- It, 200034 '\1 M O t a t�z CERT OF COMP INST. NO. 269295 16 EAST LINE SECTION 9 r0 / SEC. 9, T.68., R.4W., S.B.M. t i?� POR. N.E. 1/ 4 �II \ r r NTER I �cl I / \\ \\x SECTIONLINE \ �0 .1 200020 217 t ,r / \ SECTION 9 1 ,p \ PM N0. 27659 .'\ PMB 182/ 89-92 `� lb 712 mr � ~Cb BILL \si , 60 �= PM NO. 20268 ^� PMB 128/ 20-22 of ,\• `t�` ." PM NO. 27659 \ DRIVE �I_, °` \ `�,, `, PMB 182/ 89-92 1 3432 \ 9� RS 85/ 62-63 MISSION TRAIL+ PM NO. 20268 i �� •X i I \ 200027 � \ . N-S CENTER` \���PMB 128/ 20-22 9� \• ,\ SECTION LINE \ iy SECTION 9 °ti PM NO. 23710J ���9 •\\. PMB 154/ 1-2 ��9� •\\. \ I p) (T- RIV CO 23-025 \ ,(L2Cq •`\'\ \ LC) \ ZQ�N-00�/35y IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A SURVEY OF A PORTION OF SECTION 9, TOWNSHIP 6 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN. JAMES R. RIOS, PLS 8823, TOWILL, INC. JANUARY 2023 MONUMENT DESCRIPTIONS MONUMENT DESCRIPTIONS (CONTINUED) MONUMENT DESCRIPTIONS (CONTINUED) 8000 8001 8002 8003 8004 8005 8006 8007 8008 1EE 8011 8012 8013 8014 8 015 8 016 8017 8 018 8019 8020 8022 8023 8024 8025 8026 8027 8028 8029 8 330 8031 13400 1340E 13402 13403 I3404 13405 13406 13407 E408 13409 13412 13413 13414 13415 I34I6 I3417 13418 13419 13420 1342E I3422 13423 I3424 I3425 SET SPIKE AND WASHER STAMPED "TOWILL CONTROL", FLUSH IN AC 13427 FD I" IRON PIPE W/ NAIL & TAG, ILLEGIBLE, DN. 0.2', PER RS 154/94. 200024 FD 2.25" CDOT BRASS DISK "977+4I.96 BC 96' LT CL IMP" FLUSH, PER 13430 FD 21/4" CDOT BRASS DISK "982+73.61 EC, FLUSH, PER RS 154/94. 200025 RS 154/94. 13432 FD 2" SPIKE & WASHER W/ TAG "LS 5346" FLUSH, PER CR 23-0380. 200026 FD 2.25" CDOT BRASS DISK 'ILLEGIBLE"'+52.95 28' RT CL IMP", DN 0.1', PER RS 154/94. 13433 FD 2" BRASS DISK W/ PUNCH 'LS 7177' FLUSH IN AC, IN LIEU OF I" IRON PIPE W/ C-NAIL 200027 & TAG, PER RS 154/94, PER CR 23-0380. 2" IP, OPEN, DN 0.2', IN LIEU 2.25" BRASS DISK STAMPED "96 LT CL 13434 FD 2" BRASS DISK W/ PUNCH 'LS 7177' FLUSH IN AC IN LIEU OF 2" IRON PIPE, PER RS 154/94, 200028 IMP IMP 896+46.75 EC", PER RS 154/94. 'LS PER CR 23-0383. 200033 SET I" IP W/ TAG 8823', DN 0.5'. 13 335 FD 2" BRASS DISK W/ PUNCH 'LS 7177 CL RR CANYON' FLUSH IN AC, IN LIEU OF 2" CDOT BRASS SET I" IP W/ TAG 'LS 8823', DN 0.4'. DISK, PER RS 154/94, PER CR 23-0384. 200034 'LS 13436 FD 2" BRASS DISK W/ PUNICH 'LS 7177 CL RR CANYON' FLUSH IN AC, IN LIEU OF 2" CDOT BRASS 200035 SET I" IP W/ TAG 8823', DN 0.4'. 'LS DISK W/PUNCH PER PER CR 23-0382. SET I" IP W/ TAG 8823', DN 0.3'. 13437 FD 2" CDOT BRASS DISK 'C RR CYN RD 28+50 POC', DN. 0.9', PER RS 154/94. 200035A SET I" IP W/ TAG 'LS 8823', ON 0.5'. 28020 SET GEAR SPIKE W/ WASHER 'LS 8823', FLUSH IN AC. 200039 SET LEAD TACK AND TAG 'LS 8823' FLUSH ON CONC. 28022 SET GEAR SPIKE W/ WASHER 'LS 8823', FLUSH IN AC. SET I" IP W/ TAG 'LS 8823', DN 0.3'. 28025 SET GEAR SPIKE W/ WASHER 'LS 8823', FLUSH IN AC. SET I" IP W/ TAG 'LS 8823', DN 0.3'. 28027 SET LEAD TACK AND TAG 'LS 8823' FLUSH ON MEDIAN. SET I" IP W/ TAG 'LS 8823', DN 0.4'. 28031 SET I" IP W/ TAG 'LS 8823', DN 0.5'. SET LEAD TACK AND TAG 'LS 8823', 0.5' OFFSET FROM CORNER, FLUSH ON CONC. 200015 FD I" IRON PIPE W/ PLUG,ILLEGIBLE, UP 0.2', PER RS 154/94. SET I" IP W/ TAG 'LS 8823', DN 0.4'. 200016 FD I" IRON PIPE W/ CDOT PLUG, UP 0.2', PER RS 154/94. SET LEAD TACK AND TAG 'LS 8823', 0.5' OFFSET FROM CORNER, FLUSH ON CONC. 200018 FD I" IRON PIPE W/ CDOT PLUG PER RS 154/94. SET LEAD TACK AND TAG 'LS 8823' FLUSH ON CONC. 200020 FD I" IRON PIPE W/ PLUG, ILLEGIBLE, DN. 0.4', PER RS 154/94. SET I" IP W/ TAG 'LS 8823', DN 0.5'. 200021 FD 0/4" IRON PIPE W/ TAG 'LS 2996', DN. 0.2', PER RS 154/94. SET I" IP W/ TAG 'LS 8823', DN 0.5'. 200021A FD I" IRON PIPE W/ TAG 'LS 3698', FLUSH, PER RS 154/94. SET LEAD TACK AND TAG 'LS 8823'FLUSH ON CONC. SET LEAD TACK AND TAG 'LS 8823', 0.5' OFFSET FROM CORNER, FLUSH ON CONC. 200022 FD LEAD, TACK & TAG 'LS 3698' IN V-GUTTER, FLUSH, PER RS 154/94. SET LEAD TACK AND TAG 'LS 8823`, 6.5' OFFSET FROM CORNER, FLUSH ON TC. 200023 FD 11/4" IRON PIPE W/ TAG 'LS 3698' IN V-GUTTER, FLUSH, PER RS 154/94. SET LEAD TACK AND TAG 'LS 8823' FLUSH ON CONC. INTERSTATE 15 ESTABLISHMENT SET LEAD TACK AND TAG 'LS 8823' FLUSH ON CONC. SET LEAD TACK AND TAG 'LS 8823' FLUSH ON CONC. (N64 ° 01 '4 7'W 4 00.00 ' ) SET LEAD TACK AND TAG 'LS 8823' FLUSH ON CONC. 878 SET LEAD TACK AND TAG 'LS 8823' FLUSH ON CONC. 1085+52.95 BC 'LS 28' RT ` \ 3$a SET LEAD TACK AND TAG 8823' FLUSH ON CONC. SET LEAD TACK AND TAG 'LS 8823' FLUSH ON CONC. SET LEAD TACK AND TAG 'LS 8823', 0.5' OFFSET FROM CORNER, TOP OF R;":. SET LEAD TACK AND TAG 'LS 8823' FLUSH ON CONC. SET LEAD TACK AND TAG 'LS 8823' FLUSH ON CONC. SET LEAD TACK AND TAG 'LS 8823' FLUSH ON CONC. SET I" IP W/ TAG 'LS 8823', DN 0.8' FD I" IRON PIPE, OPEN, UP. 0.2', PER RS 154/94. FD NAIL & TAG 'LS 6153' ON MEDIAN, FLUSH, PER RS 154/94. FD NAIL & TAG 'LS 6153' ON DRIVEWAY, FLUSH, PER RS 154/94. FD NAIL & TAG 'LS 6153' ON DRIVEWAY, FLUSH, PER RS 154/94. FD I" IRON PIPE W/ NAIL & TAG, ILLEGIBLE, DN. 0.4', PER RS 154/94. FD I" IRON PIPE, OPEN, DN. 0.2', PER RS 154/94. FD I" IRON PIPE, OPEN, DN. 0.3', PER RS 154/94. FD NAIL & TAG 'LS 5794' & 'LS 3548' ON TC, PER RS 154/94. FD NAIL & TAG 'LS 5794' & 'LS 3548' ON TC, PER RS 154/94. FD I" IRON PIPE W/ NAIL & WASHER 'LS 5803', DN. 0.2', PER RS 154/94. FD NAIL & TAG 'LS 5562' ON SIDEWALK, FLUSH, PER RS 154/94. FD NAIL & TAG 'LS 5562' ON SIDEWALK, FLUSH, PER RS 154/94. FD I" IRON PIPE W/ NAIL & TAG 'LS 6152', DN. 0.6', PER RS 154/94. FD NAIL & TAG 'RCE 22428' ON SIDEWALK, FLUSH, PER RS 154/94. FD NAIL & TAG 'LS 5562', ON SIDEWALK, FLUSH, PER RS 154/94. FD NAIL & TAG 'LS 5562' ON SIDEWALK, FLUSH, PER RS 154/94. FD LEAD TACK AND TAG, 'LS 7177' FLUSH ON MEDIAN IN LIEU OF NAIL & TAG 'LS 5562', PER CR 23-0381. FD NAIL & TAG 'LS 5562' ON SIDEWALK, FLUSH, PER RS 154/94. FD NAIL & TAG 'RCE 22428' ON DRIVEWAY, FLUSH, PER RS 154/94. FD NAIL & TAG 'RCE 22428' ON DRIVEWAY, FLUSH, PER RS 154/94. FD NAIL & TAG 'LS 5562' ON SIDEWALK, FLUSH, PER RS 154/94. FD NAIL & TAG 'LS 5562' ON SIDEWALK, FLUSH, PER RS 154/94. FD NAIL & TAG 'LS 5562' ON SIDEWALK, FLUSH, PER RS 154/94. FD NAIL & TAG 'LS 5562' ON SIDEWALK, FLUSH, PER RS 154/94. FD 0/4" IRON PIPE W/ TAG 'LS 3698', DN. 0.2', PER RS 154/94. FD 0/4" IRON PIPE W/ TAG 'LS 3698', FLUSH, PER RS 154/94. FD I" IRON PIPE, OPEN, UP. 0.2', PER RS 154/94. FD I" IRON PIPE W/ TAG 'LS 3698', DN. 0.3', PER RS 154/94. FD I" IRON PIPE W/ TAG 'LS 3698', DN. 0.4', PER RS 154/94. FD I" IRON PIPE W/ PLUG, ILLEGIBLE, UP 0.2', PER RS 154/94. FD I" IRON PIPE W/ PLUG, ILLEGIBLE, FLUSH, PER RS 154/94. FD 0/4" IRON PIPE W/TAG 'LS 3698', FLUSH, PER RS 154/94. FD I" IRON PIPE W/TAG, "LS 61??", FLUSH, PER RS 154/94. FD I" IRON PIPE W/ CDOT PLUG, UP 0.1', PER RS 154/94. 891 896+46.75 EC 96' LT SHEET 2 OF 6 SHEETS RECORD REFERENCES (... ) INDICATES MEASURED AND RECORD DATA PER RS 154/94-99 LINE TABLE NUMBER BEARING DISTANCE L1 N65046'10"W 241.86' L2 N39001'01"W 306.72' L3 S86°18'18"W 38.45' L4 S00020'12"E 188.08' L5 S47054'22"E 458.86' L6 N46021'56"E 42.99' L7 S43033'50"E 182.98' L8 S38036'43"E 246.20' L9 S34030'37"E 250.20' L10 S43047'19"E 300.35' L11 S46039'24"E 249.98' L12 S48046'36"E 222.37' L13 S40058'37"E 243.76' L14 S36000'39"E 467.40' L15 N43038'51"W 274.20' L16 S33009'45"E 5.02' L1 7 N31 ° 59'39"W 34.00' L18 N31059'39"W 12.00' L19 N09008'39"E 442.69'(TIE CALC) L20 N76006'43"W 616.91'(TIE CALC) L21 N34005'S8"W 4.26' L22 S86027'52"W 80.61'(TIE) L23 N86024'27"E 89.30'(TIE) L24 N51033'15"E 50.00'(TIE) L25 N07017'53"W 95.11'(TIE) L26 N51032'04"E 22.00'(TIE) L27 N51032'04"E 28.01'(TIE) L28 N31059'39"W 11.01' CURVE TABLE NUMBER DELTA RADIUS LENGTH C1 13 47'06" 621.21' 149.46' C2 16()19'08'' 499.96' 142.40' 52.66' C3 32047'55" 92.00' C4 58050'42" 46.00, 47.24' C5 00049'497' 716.78' 10.39' C6 00005'08" 499.96' 0.80' C7 19030'35" 107.99' 36.77' -_C8_ _11048 1-3"- 91.99' 18.95'_- C9 100 1512" 655.94' 117.38' C10 07042'29" 500.00' 67.27' C 1 1 13015'18" 716.78' 165.76' C12 12025'26" 716.78' 155.38' C13 20040'19" 499.96' 180.38' C14 12047'35" 499.96' 111.63' C15 00038'27" 499.96' 5.59' C16 34006'21" 499.96' 297.60' C17 01042'29" 1949.82' 58.12' C18 03032'07" 716.78' 44.34' C19 03031'37" 716.78' 44.12' C20 07004'14" 716.78' 88.45' RIV CO 23-025 Or��incc� SHEET 3 OF 6 SHEETS IN THE CITY OF LAKE ELSINORE, T WN P COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A SURVEY OF A PORTION OF SECTION 9, NOTES: 0 SHI 0 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN. 3.RIGHTS SHOWN HEREON HAVE SUBSEQUENTLY BEEN RANSF 3R DOT O THE STATE 2, pYRGRANT DEED REC. JAMES R. RIOS, PLS 8823, TOWILL, INC. JANUARY 2023 o' 50' 100, 150' SHEET I RADIUS PT SHEET I SCALE I'' = 50' CUL-DE-SAC SFN ROAD / N J AC"N� 0 413 33 ) sA _ Q- N81°15'10"E(RAD) ---- �_ (C3) (N34030'37"W 23.24') Q �N17°1� 5a E D lN1l°1� 5$ S40050PRCE-(RADI 13427I v 0 �1Z8.6� �\ //� �\ Ji a °og�� PARCEL 1 , \ .� �1���o LLA 89-4 � o / tr o / Q J (N27°45'31"E 'Q o " 200021A ' rn w SEE SHEET 2 FOR ESTABLISHMENT NOTES INSTRUMENT NO. 1989-363168 " PARCEL 2 — ^�. Q 61 `•'' CALTRANS R/W.CO. 200021 LLA y Q - N (RIVCOMAP 205-054) �^ / to v �f`�o"h ^� INSTRUMENT NO. 1989-363168 = o� S L0 M c�6 96 = co O v (8 ° PS-F "' o Oin" ) ? N31013'16"E(RAD) J n'v o / Lu ------- (4p) i LAND DESC. IN GRANT Mho _ n it u Lti / (4p) i a 8031 DOC. NO DEED D2023C 03107493 2 O.R. Za J aJ CD (n --------------- _ p9�O LAND DESC. IN GRANT o 0 � N o (N33°55'Sq"E DEED REC. 3/12/2020 �� 19 o m ------ 6 � d_ DOC. NO. 2020-0116509 O.R. ND 00----------------- 657. Z 3 rn �'� /� �0����'` 8030 R/W �n �q 64') (TIE) _----------- cn N 9p9. \ 1 34. 71 ' 54.24 `L o 1300,1 co m M O,p, — — — (209.69_) — — v Fi (N30000'08"E 21 8.69') o o o w o Q LAND DESC.IN GRANT DEED, u, wi�: o REC. 06/09/2019, DOC. NO. Ln oI� �•0 2019-0350806 ° (N30000'08"E w� o_� �� I1=2621'34" L=46.01' N59059'52"W(RAD) 1294.04') I-- - — p W (39.40')? SUPERSEDED STATE R/W (756.17') - - --PER GRANT DEED REC. 13433 ; (247.67') \ I O 8,33' I 09/22/1978. PAGE I O RK. 1978, F : D I AMOND DRIVE L-n 1 34 34 \ I I I RAILROAD CANYON ROAD 19.38' 13434 / —--� (N30000'08"E 233.83') - 20.02' (194.43') (39.40') __ _ (NO1021'56'E 18.79') CALTRANS R/W ----- (RIV. CO. MAP 205-054) ----- 716.411) (TIE)--- ------------------------- ----- - '� c7 R=50.OQ' (N25007'59" E L=90.18') 200022---------------- / (qp) cUPARCEL 2 _--_ - 8p o ACCESS RIGHTS PER GRANT DEED PM 20268 REC. 4/20/2021 PER L10C. m NO. 2021-OZSEE3NOTOE R3 / �P40 PMB 128/ 20-22 �, PARCEL 1 /� No `\ ^ a o 0')S460 p.pp. S54 00'21"W)' Q P (199 f � (S460 g6) �0 (4.21 ') 20002 / o 50 -) / 3pg. 96) (1 1 p. pp) \ / 1 � f SEE SHEET 2 OF 6 FOR MONUMENT DESCRIPTIONS, LINE TABLE, CURVE TABLE AND RECORD REFERENCES. SHEET I RIV CO 23-025 2-6zqv 06 ixq(5 V y SHEET 4 OF 6 SHEETS IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA --- / 8013 \ F Y S59°36'40"E(R) 50RECORD OSURVE o ro a DETAIL 'B' °\ \ BEING A SURVEY OF A PORTION OF SECTION 9, �, 0) G so p° N.T.S. `�� \ TOWNSHIP 6 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN. �`�`� °°- ^o� EXISTING R/W -� {,SOS °a�-S55052'28"W (R) JAMES R. RIOS, PLS 8823, TOWILL, INC. i °�o s6 `� �A=01 006'56" R=568.76' L=11.07' JANUARY 2023 S_3_8°4_5"48_E (R)_���'o ���y 8�11S56°59'23"W (R)_PCC %Q n • 0=26059'57" R=47.00' L=22.15' \ N40 o20'S0"E 44.68' LAND DESC. IN GRANT DEED„ �q ➢ --- s ----- REC. 7/24/19 DOC. NO. :i 8012 8010 SHEET I EXISTING R/W N49°39'10"W 5.00' �8 � • � o 2019-0275782 •9 a�0 0 0 S06 00'40"E 21.61' 0' S0' 100' 150' 8023 8024 \ 1 34 5 ' (R`SS 1q 61, / ° / \ 1 4 °•Op- S61-08'39"W (R) MMM"RS 106/ 6 -7 � � � SC91 SCALE 1" = 50' ♦ 8026 N40°20'50"E 5.00' \ '! N54°01' 9"E-(R) 8008 /�/ DTL D 8025 \\LAND DESC. IN GRANT DEED,i ---- T --------• ----� �cv 00. �S49°39"10"E 5.00' ---� 8014 O1 3 �° p N . T . S S. o o / \ REC. 5/20/20, DOC. NO. / pi y� > > N40 20'50"E 56.40' S_56 32"2_9"W(R_AD) (R_=49_9.9_5") �( 0=00°18'29" EXISTING SEE I �O,g�/ �' a- // \\ \ 2020-0214796 / bpi �1 �S R=805.00`L=4.33' R/W DETAIL 1 N28 31 '51 "W(RAD) (R=71 6.78") < * o o` PCB (55 �) (ss') B DEED NO. 1 PER ° w� ♦ / (C16) (R=699.94'\ \� _ Dot- REC. q/ RA <o . 40 I — — — A=1 00 1 5'12"\ �� 2�3 NO. 2p1 2g/jq �, P /� (R\ P L=125.26') 1 2.18' �� 9 01459 p Z °°m 525, �` 1 3437 \ oo 3' >0 6 \ O ' ` \ 0 J9 / ) ^ �� P (L16) (C6)\ �� o v' o • i� u`ni J �� C I �� 43'�0"E(RO)-(R =710.7 Z_ I \ v��� �� c�gAG'� o \ S56 45'07"W(RAD) (R=499.95') _^� 1 0 Cb/ 0 M�• 13436 13g2S-1 ` I 1 Of P.M. 1 39/27-28 13400 \\ ` /j/ • i��� 56) a: I ORIGINAL R/W PER , �11 — i — i ` • Q �? \ co / I / �� AS SHOWN ON �\ ♦ \ S32053'08_ESRADZ � ` I / G� P P.M. 206/3-5 \ -- -- \\ / I I / (710,) / (C8) sG `��, C12 I / R S 81 / 52 30� 6� 1 () SS' S78°10LR _"24"EADj���/ ( )/ wN \ I o v a' I (P R C) vz IN82°19'01"ELADj,-`6J I �/ 3�(PCC) �'�13401�co 69\ �' � r/' S° °S°%\` 9��ON '0,�) 9°36 05 ( A ) ° B ��, \�99F \ l (L21 S3 =E R D n `v S39054'35"E(RAD) d SEEJEXISTING R/W i 9�°�p'\\� 13403 �'qi o� / (Cg) -- ---��\ � — — — — - • _��DETAIL \WOLD R/W I S2�\ \ I (92.73 I 8014 / `v �'�>Lu c\j 13402 S� '/ \ 13408 / (S4q°21 '1p„E)I,Jh �Q1` NPIT DETAIL 'A' r�,� \ / a70°is 28020 --- 3'05"E(RAD) �� 73 S �.� (L 12 R,6g L N.T.S.---------- �\ 9 rn, o �r25 g•94' 8015 `� �o Q ii `'�� �2�• Lu LL/I ------ I 233 a 12°\� 13407 26) ) v I � V \,. 1 • O \� / Z l e • 8024 •,°l 23°S Dg S DEED ED DV STATE co (Sqq° I 1 3436 ��1 3425 (N88° 2 \ K. 1 980, EC' 0812/R1W PER - 21 '1O E C� 8Z_- � �'OS-, U P C L• 8016 E 53 IN 164,17' q —\ W o - - 8023 A� 61.83' (S4.q°21'10„E 1 g173 g•R• S4_5°3_W43"W(R_A_D) (R_=500_00_')__ (4; ° pF I Q P • M • N 0 . 30792 �� ['•�• r�� �v A=13053'53„ � � ��414 N44a20'56"W('RAD) (R=750.00') 21 Og'41„ I W cp O I V �1 I R=240.00" • • °�\ L����\' < (a`2g°S1 1 _ SrRF N P . M. B. 2 06 / 3 - 5 ''� • Q �� L=58.22' 21 '7 p„E 73° T �o a� \ c� 1 „ 4' (N48°1 V • , • • N47°46"02"E RAD) 1� L 8018 0p \��p� `��L �SJ� Spp•ppq°S2 9'27"W 200034 Iq O O A,--- gOoO`1�1 EXISTING R/W 0 _d �y R/W o 479.77') ® p2 psi• AN SEE DETAIL 'C'J I ��N56 08'2_4"E(RAD-� �A GRANT DEED � �I � � � % D' %1 't • o � i- INST NO. 88-23616 CALTRANS R/W • Q) �'L 0=05056'39" L=3.11' REC. 01 /20/88 (RIV. CO. MAP 205-054) �• • • N40°20'50"E 44.68' co SEE I-' i R\1°°3` • SFN, CORNER ESTABLISED AT RECORD STATION M R/W C, q4g 8 3S (N41 ° 38'29"E • • Q • AND OFFSET PER R18, PER DIST. 8 DIRECTION DETAIL 83 p0' GRANT DEED 55,07') Q 55' LT 24+60 CL RR CYN RD 0 'A' - \ INST NO. 95-340199 • \ REC. 1 0/1 2/95 Q • S45 23'49"E _(RAD) SEE DETAIL 'D' — — — _v — -- > 27.1 7 5'46" o LAND DESC. IN GRANT DEED, � �— —27.1 7'� — REC. 03/04/2020 0 N^ �N5O°30'33"W(RAD4 DOC. NO. 2020-0099819 SEE NOTE 4 0,- DEDICATED STY LINE OF B "W © PER •��, (N48 (152.4 wow Q n �� . 1 PM N0. 27659 200033 °22'46"W 0229.62' (77, �/ N40°20'50"E 56.40' w�aCOo Ix 4 GO ��� P.M.B.. 1 82/89-92 ) 22') 266.97' � v r� n o n 8027 o a�Y� J r� Via-' S57_°22'15"'E(RADj GRANT DEED TO THE STATE OF CALIFORNIA RECORDED AS 200035A (N49031'51"W v (/)MmM Q l INST. 256996, RECORDED 12/04/1979, O.R. SHOWS 229.55', R2 200035 279.17' o .zLn a SHOWS AND ERRONEOUS DISTANCE OF 229.95, PER DIST. 8. 340.64') oo0w CALTRANS R/W Lu 000 S47°40'55"W_LRADO (N49031'51"W) 12.20' w'� �w�0 NOTES: — — — v wLjz — — — SFN, CORNER ESTABLISED AT RECORD STATION �,�: � (30 4. THAT PORTION OF THE RIGHTS SHOWN HEREON LYING 8019 AND OFFSET PER R18 PER DIST. 8 DIRECTION D N rn �•6 SOUTHERLY OF THE RAILROAD CANYON R/W LINE HAVE o 8020 (EXISTING CALC:'D AS 65'LT 23+60 CL RR CYN RD Ln 00 13435 s', ° N,31° SUBSEQUENTLY BEEN TRANSFERED TO THE STATE BY GRANT INTERSTATE 15 IN45 38'50"Eo 4,00' R/W °n�; 0 0q 4q 58 0=48 51'16" N83 27'48"W_LRAD) M,_; • oky) DEED REC. 10/26/23, DOC. 2023-0317495. O.R. �I` , , Z� ° R=30.00' L=25.58' "�o: (N30 00'08"E N83°2748"W BRAD) _- ---- DTL C 1294.04') (756.17`) Z; SEE SHEET 2 OF 6 FOR MONUMENT DESCRIPTIONS, LINE TABLE. CURVE TABLE AND RECORD REFERENCES. I 8022 N.T.S. + , L— — —— —I MATCH LINE - SHEET 3 RIV CO 23-025 IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A SURVEY OF A PORTION OF SECTION 9, TOWNSHIP 6 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN. JAMES R. RIOS, PLS 8823, TOWILL, INC. E-W CENTER SEC. 9, T. 6 S., SECTION LINE SECTION 9 RAW, S.B.M. POR. N.E. 1/ 4 SEC. 9, T.6S., RAW., S.B.M. POR. S.E. 1/ 4 z \ `A D \\ PCL . 9 / (d=21°08'41 28022 \ \ (R=500,00 ) 1 \ (N66°47'24"E 7.42') (L=184.521)) \ (N23°12,36„ _ (26q•00') W)_' I \ _ 13424 (4=28°51'11" 1� (J. C \ (R 52°s3 (N232'36 W 1 10) \(4; SO 97 oR VV66 4�'--` JRq >8 i 2g4.15 ) \ E (ISTNCL & D� i i i JANUARY 2023 (0=03°05'04" L=107, (N23°12'36„ (N66 47'24"E1 (�-08 66') (2C1O) W (7'35,) °47'03,. Z-oz 00 7-qb 5y on'gPzq1SHEET 5 OF 6 SHEETS q� 0' 50' 100, 150' SCALE I" = 50' PCL. 1 P.M. NO. 27659 P.M.B. 182/ 89-92 PCL. 8 iJ co vl � ° tO' CSJ� ° v)i i o�n all QJ SG2005'37"W(RADj 1 79) � 264.00,)\\\'\��_ 28025 13423 w (A=04005'1I" L=142.63' R=1999.82' ) (101.15') (272.00') Q (N31059'39"W i (N29°4) (N° 44'1223s 3p 00 (35.23' 13'01 _(4\ °47'03" --(253713 01'W) .83) W L\\���_ (N2 0 lg _ram op \� -\ (N160 ,-(57136 )1 \W) (N s°3 i (d= o- \ W) GRq (AJOED4?,o00"4y) M 16030,00„ I/VST T pE 9) I (0.461) I gs 99 oo Ln (307.12') \No (310.27')co \ (N31°44'58"W) (N33055'46"W) z (N31044'58"W 307.60') 13421 13420 (N58000'21"E) 770.71 ) CL PER P.M. NO. 27659 (7.00) 1 3422 (N58000'21 "E R=1999.82' P.M.B. 182/89-92 (7.00') L=306.59' 28027 13419 _ _ (N31059'39"W 809.27') NORTH - - - - - - - -- — ERLY ---------- LINE OF SEGMENT 2 �, GRANT DEED REC 09/22/1978-------- R=100 IN BK. 1978, PAGE 200564 ' , GRAPE w EXIST CL ° 0p' , o.R. STREET L=287.98') > (N32°00'00"W CL PER CDOT MON. 661.25') MAP 44521 _ �309.81 N' �' ORIGINAL CL (N33055'46"W CALTRANS R/W PER (RIV. CO. MAP 205-054) 310.27') INTERSTATE 15 (N32000'00"W 661.25') Eel I— W Ld V) i w Z J U Q SEE SHEET 2 OF 6 FOR MONUMENT DESCRIPTIONS, LINE TABLE, CURVE TABLE AND RECORD REFERENCES. MATCH LINE - SHEET 3 RIV CO 23-025 zozq - 00 7-'V35el on?;91�nqll NOTES: I. RIGHTS SHOWN HEREON HAVE SUBSEQUENTLY BEEN TRANSFERED TO THE STATE BY GRANT DEED REC. 10/26/2023, DOC. 2023-0317496, O.R. 2. RIGHTS SHOWN HEREON HAVE SUBSEQUENTLY BEEN TRANSFERED TO THE STATE BY EASEMENT DEED (HIGHWAY) REC. 10/26/2023, DOC. 2023-0317494, O.R. W W w Z J U F- a PCL. 2 Opp � NO No 2p� o � cc• pF Opp �41V FFT88 o NO�FFO OFS ^VOTE R �02o T °27q� p cRq SFF T93 "0<T NpTF, R o z � N80049'13"8004 W 27.05' Lj (101.32') (S31059'39"E) 8005 0 SHEET I PCL. 1 Acc o°( N �DoR° �cyT 4S 0 c o 400F °2 s�0 cR oc � F�� R j S�F292 �020 o, 2 pR9coNpTF R , 7 SFF89q 207 T 7 199.39' (272.00') 127.50' EXISTING R IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A SURVEY OF A PORTION OF SECTION 9, TOWNSHIP 6 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN. JAMES R. RIOS, PLS 8823, TOWILL, INC. JANUARY 2023 PCL. 3 P.M. NO. 27659 P.M.B. 182/ 89-92 PCL. 7 (L28) (N58°00'21"E) 1/ (7.00') 1 341 6 (N31059'39"W 13415 -- - - - --------------------------- - 809.27') - ----------------- --- NORTHERLY LINE OF SEGMENT 2, r ---------- ------------- GRANT DEED REC. 09/22/1978, IN GRAPE V) BK. 1978, PAGES 200564, O.R. CL PER P.M. N0. 27659 13418 (N32000'00"W P.M.B. 182/89-92 ACCESS RIGHTS PER GRANT DEED REC. 5/20/2020 DOC. NO. 2020-0214789 6.R. 06.51' 8003 SEE NOTE 1 32'18"W N09002'30"E 30.08" (55.99') 8002 208.66' (229.23') (N58°00'21"E) (770.71',1 (7.00') 13417 PCL. 6 SHEET 6 OF 6 SHEETS 0' 50' 100, 150' mmmoll SHEET i SCALE I'' = 50' PCL. 4 / LOT 1 ACCESS RIGHTS PER GRANT REC. 5/20/2020, DOC. NO. 2020-0214790 ,DEED SEE NOTE 1 58°01'12"E(RAD� N5301 5'44"E(RAD) (30.06') �=00°42"53" L=24.33' j4(A!=!O i 01 �� (129.29') 4045'27" L=161.90') (C17) (159.35') R=1949.82' L=220.031 j(N58°00'21"E) N53°15'44"E(R) N51°3�61 95 i� (N38° 26'44"rr 1341406°27'56" If t6.98') (6.89') 13413 13412 ------- -------------------------- (N38°26'44"W (318.70') Lou' x _ _------------------------ (A=06°27'05' --- R=1999.82' L=225_18') -� STRUT�"� 28031 ��' 943.81 a J•� (N38-27'56"W N 661 .25') (A=06027'56" R=2000.00' L=225.69') (179.12 943.81 ') 8007 (350.21') N EXISTING R/W N ; (N38°27'56"W �L v —4c� ( =0 11 °41 "30" L= 00.8 ') ~ 1 5 (N32°00'00"W 661.25'} (A=06027'56" R=2022.00' L=228.17) INTERSTATE CALTRANS R/W CL PER CDOT MON. LAND DESC. PER GRANT Ofl0 (RIV. CO. MAP 205-053 & 054) MAP 443521 DEED REC 10/26/2023 PER T.M. NO 31531 M.B . 294/ 56 -59 (159.35') 31 8.7 0') 764.65') TO BC_ TO If TO BC SEE SHEET 2 OF 6 FOR MONUMENT DESCRIPTIONS, LINE TABLE,CURVE TABLE AND RECORD REFERENCES. DOC. NO. 2023-031749Y O.R. RIV CO 23-025