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908cc_rwN.T.S. I .. r 7 / f L _ � NUEVO I k ROAD I I i EXD PROJECT L _ ♦ J I I I SANIJACINTO AVENUE I ( BLANIK AVENUE I r ( � I NTA ROSA� SHEET 3 ROAD O J < ` � LONG STREET I I ROAD ELLISI AVENUE LLJ z Q SHEEN 2 MPUNTAIN AVENUE I I MAPES I I ROAD L3.1 Q_ 0 A A , i -i I I I Lij CITATION AVENUE z --- a WATSON ROAD CALLE DE CABALLOS Tq�F TRIPLE CROWN ROAD I/ � ETHANAC ROADN_ — —HIGHWAY F , i Q. T BEGFV PROJECT t 0 r FOUND MONUMENT IT -7— 7 7 a O (NO T TO SCALE) NIFEEIf?#_MAP\MEN I.DGN N. T. S. I ENI F' ROA (FROM STATE HIGHWAY 74 TO SAN JACINTO AVENUE) 71 _T F77 0-10 T TO SCALE) SECTlO1 Tk) 35 & 36 T,4S,311 T. SECTIONS 1, 2,11 & 12 TJI 1311-' PROJECT LE TG : 4,867 ML M24 _111LFS 11I 'ECT r5l I ---_USAN BERNARDIND�' RIVERSIDE — BEAUMONT `CORLAA BANNING " SPRINGS X r INDIO - - HEMET � INDIAN tL __— ar WELS PROJECT PROXI W T Y BCYTHE INDEN OF SHEErTS I TITLE SHEET - 3 RIGHT� OF- ii Al -OF -11A) SURVEYOR'S NOTES: MAPPING ANGLE: 7 N G MAPPING 0 = -00-29-47 ANGLE AT E '% SEC. 2 T. 5S, R. 3W INDICATES FOUND MONUMENT AS NOTED O INDICATES DISTANCE IN FEET tt 11 INDICATES RECORD DATA PER OR BK. 1016, PG. 465, RECORDED 10-5-1948 ((t ))) INDICATES RECORD DATA PER PM 133172-73 [ 1 INDICATES RECORD DATA PER OR BK. 1025, PG. 288, RECORDED 11-9-1948 11 11 INDICATES RECORD DATA PER OR BK. 1020, PG. 78, RECORDED 10-18-1948 NOTE: ALL DISTANCES SHOWN ARE GROUND DISTANCES. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS27, ZONE 6. TAKEN FROM RIVERSIDE COUNTY MAPS 4S -3W-36 & 5S -3W-1. MAPPING ANGLE: 7 N G MAPPING 0 = -00-29-47 ANGLE AT E '% SEC. 2 T. 5S, R. 3W FD. I" I.P. W/RIV.CO.SUR. TAG, DN. 0.8', IN CAPWELL MON. ACCEPTED AS C/L INT. MENIFEE ROAD & MAPES ROAD & SW COI SECTION 1, T. 5S, R. 3W, SBM, PI PM 133/72-73 15.240 M (50.00`) t� ►� 9.144 M (30.00') d N :- I 07 67 � N „ N 00-13-23 E N 00-13-23 E o 4�- - o 4- 0 � w o co 0 BK. 1020, --- TO C/L INT. MAPES ROAD 522.660 M (1714.76') ((1714.76')) - -- SCALE METER 0 10 20 30 40 50 < 111/ I-< I\ll 1 - \/ I 1 \ ♦/ Y Y \ J L J 1 I 1 0 50 100 150 200 1 SCALE FEET 1 1 APN 327-360-021-0 r, A r ♦ ' F t \ I- ! / I APN 327-360-024-3 rA r\ A 121.433 M (398.40') (((398.40'))) I 200.10 M (656.50') (((656.50'))) -- w rn10 „ N 00-13-23 E N 00-13-23 E .. j' Q O co R/W PER OR BK. 1020, --- TO C/L INT. MAPES ROAD 522.660 M (1714.76') ((1714.76')) - -- =N o `� PG. 72, REC. 10-18-1948, MENIFEE -- 421.648 M (1383.36') TO EXISTING B.C. -- -399.688 M (1311.31') TO REALIGNED B.C. - �- N 00-13-23 E p a � - 412.505 M (1353.68') ((1353.36')) - SECTION LINE o �t O Lo cb r o r ---CURVE DATA --- DEL TA RADIUS TANGENT LENGTH APN 327-150-003-5 i w 1 � I d 1 w 1 w � 1 R/W PER OR BK. 1025, PC. 288, REC. 11-9-48 � 1 111.557 M (366.00') 1366.00'1 N 00-13-23 E - 65_038 M (213.38') [[213.38`71 N 00-13-23 E w m TO C/L INT. MAPES ROAD 522.660 M (1714.76') ((1714.76')) N 00-13-23 EB R/W PER OR BK. 1020, PG. 78, REC. 10-18-48 -� 21.960 M ( 72.05') - ----- ----------------- N 00-13-23 E TOTAL C/L F p N 00-13-23 E 21.960 M (72-05') A TOTAL C/L C _ I r f � PARCEL � r F A = 06-08-21 ¢ �� 24.078 SQ.M R = 570.856 M ` 1'a (1872.88') 3 t b , -0 , o (259 SQ.FT.) 0.006 AC. L = 61.167 M y , ^ 110,eco TOTAL R/W (200.68') f q' o w N 00-13-23 E - -390.545 M (1281.63 ) - - A f �1 , r . r- r 1 -1- i r♦ A I /1 t/ Y Y Z N.T.S. A = 05-56-22 R = 570.856 M ?ARC E - (1872.88') 0689-002 \ L = 59.177 M \ (194.15') 69.979 SQ.M \ j (753 SQ.FT.) �\ 0.017 AC. \ \ 1 R) 212.259 M (696.39') 13.117 M 225.376 M (739.42') N 00-13-23 E APN 327-350-011-0 -W.DGN L 9.144 M (30.00') N 89-46-37 W 12 N 00-13-23 E I� In ac 00 'z APN 327-360-012-2 R/W PER OR BK. 1025, PG. 288, REC. 11-9-48 ROAD - N 00-13-23 E L _ ♦ / t 1 ! / 4 V t _ APN 327-350-001-1 SECTION LINE 212.259 M (696.391) 225.376 M (739.42') N 00-13-23 E N 00-13-23 E 0.094 M (0.31') PARCEL 11.893 M (39.02') 0689-001 B N 89-46-37 W APN 327-150-002-4 - -_ MEN FEE 4,937.537 SQ.M (53,147 SQ.FT.) = 29-32-46 1.220 AC. READ R ` 580.000 M (1902.88`) T = 152.951 M (501.81'} L = 299.093 M REA3 GNED E / - 234.697 ') R M (770.00') T= 90.483 M (296.86'} L= ?72.724 M (5666$ R�yy R - 42-10-00 r1 42- E OR 8K. 1016 R =((770.00'}) T = ((296.86')} _((566.68''? E1y��FE 10-0fl , PG. 465, REC. 10-5-48i7g.454 t5gg6 T 94.009 M M (800.00') = M (308.43', - c EXISTING ) ROA 4 _ 42-10-00 = 252.985 M (830.00') L = 186.183 M (610.84'} Q = 42-10-00 R - T = 97.534 M� (319.99') ((830.00')) T = ((319.991)) L = ((610.84')) APN 327-150-003-5 A I �t , ! r - / -I- 1 / r, t 1/11 -i- / r\ .. \ A I . r 1 A A 111! F< I\II 111.557 M 1366.001) N 00-13-23 E J (366.00'? 21.960 M (72.05') APN 327-360-011-1 - E 21.960 M (72.05') H f r \\ Ld = 06-08-21 \ R = 570.856 M (1872.88') 1 x L=61.167M EE-..- 0689-001.0 24.078 SQ.M (259 SQ.FT.) 0.006 AC. SEE DETAIL SCALE = it i N 00-13-23 E 41 190 • 40 �Y S8 Q 83.36 4 r800 05 (Is . ) 3 O _ ' o ©2 88 00co g nco o (N.T.S.) ilii 1 � i APN 327-350-007-7 i i iiii�' 000 woo iiiV / 40-0 •'� i SECTION LINE • - ((143.36'))- - 43.869 PA (143.93') i i iii 4.501 M (14.77') "�' ((15.071) �) 5f D. 1' SQ. TOP I.P. W/RIV.CO.SUR. TAG, DN, 1.3', ACCEPTED AS E '14 CORNER, SECTION 2, T. 5S, R. 3W, SBM, PER PM 10/100 SURVEYOR'S NOTES: w rn10 1 co p 00 �t O Lo cb r o r ---CURVE DATA --- DEL TA RADIUS TANGENT LENGTH A 23-32-00 243.840 M 50.783 M 100.153 M 23-32-00 800.00' 166.64' 328.59' ' a, B 09-31-06 243.840 M ----- 40.509 M 09-31-06 800.00, ----- 132.90' C 14-00-54 243.840 M ----- 59.644 M 14-00-54 800.00' ----- 195.69' D 10-54-46 580.000 M 55.402 M 110.469 M 10-54-46 1902.88' 181.76' 362.43' E 06-09-52 580.000 M ----- 62.403 M 06-09-52 1902.88' ----- 204.73' F 04-44-54 580.000 M ----- 48.066 M 04-44-54 1902.88' ----- 157.70' TRANS P G 23-32-00 234.697 M 48.888 M 96.398 M 23-32-00 770.00' 160-39' 316.27' DA H 09-35-15 234.697 M ----- 39.273 M 09-35-15 770.00' ----- 128.85' COUNTY SURVEYOR D I V I S 13-56-45 234.697 M ----- 57.125 M 13-56-45 770.00' ----- 187.42' APPROVED: -W.DGN L 9.144 M (30.00') N 89-46-37 W 12 N 00-13-23 E I� In ac 00 'z APN 327-360-012-2 R/W PER OR BK. 1025, PG. 288, REC. 11-9-48 ROAD - N 00-13-23 E L _ ♦ / t 1 ! / 4 V t _ APN 327-350-001-1 SECTION LINE 212.259 M (696.391) 225.376 M (739.42') N 00-13-23 E N 00-13-23 E 0.094 M (0.31') PARCEL 11.893 M (39.02') 0689-001 B N 89-46-37 W APN 327-150-002-4 - -_ MEN FEE 4,937.537 SQ.M (53,147 SQ.FT.) = 29-32-46 1.220 AC. READ R ` 580.000 M (1902.88`) T = 152.951 M (501.81'} L = 299.093 M REA3 GNED E / - 234.697 ') R M (770.00') T= 90.483 M (296.86'} L= ?72.724 M (5666$ R�yy R - 42-10-00 r1 42- E OR 8K. 1016 R =((770.00'}) T = ((296.86')} _((566.68''? E1y��FE 10-0fl , PG. 465, REC. 10-5-48i7g.454 t5gg6 T 94.009 M M (800.00') = M (308.43', - c EXISTING ) ROA 4 _ 42-10-00 = 252.985 M (830.00') L = 186.183 M (610.84'} Q = 42-10-00 R - T = 97.534 M� (319.99') ((830.00')) T = ((319.991)) L = ((610.84')) APN 327-150-003-5 A I �t , ! r - / -I- 1 / r, t 1/11 -i- / r\ .. \ A I . r 1 A A 111! F< I\II 111.557 M 1366.001) N 00-13-23 E J (366.00'? 21.960 M (72.05') APN 327-360-011-1 - E 21.960 M (72.05') H f r \\ Ld = 06-08-21 \ R = 570.856 M (1872.88') 1 x L=61.167M EE-..- 0689-001.0 24.078 SQ.M (259 SQ.FT.) 0.006 AC. SEE DETAIL SCALE = it i N 00-13-23 E 41 190 • 40 �Y S8 Q 83.36 4 r800 05 (Is . ) 3 O _ ' o ©2 88 00co g nco o (N.T.S.) ilii 1 � i APN 327-350-007-7 i i iiii�' 000 woo iiiV / 40-0 •'� i SECTION LINE • - ((143.36'))- - 43.869 PA (143.93') i i iii 4.501 M (14.77') "�' ((15.071) �) 5f D. 1' SQ. TOP I.P. W/RIV.CO.SUR. TAG, DN, 1.3', ACCEPTED AS E '14 CORNER, SECTION 2, T. 5S, R. 3W, SBM, PER PM 10/100 I' 908 - cc SURVEYOR'S NOTES: SEE SHEET 1 I' 908 - cc �tJ SCALE00 SCALE METER 0 10 20 30 40 50 0 50 too 150 200 SCALE FEET SURVEYOR'S NOTES: SEE SHEET 1 LCG"ENIFEEV?#--MAP\MENJWJr-.dV r\ /. \ A 1 / r\ n A % ! V/ L J t 1 I V L - i l - � � J L - ♦ / I i \ / I V � / � / t r� r- r. -i- I /� R I �� r- � J L - 1 / - � � l L - \ / 1 I \ 1 I Y ♦ / � l I a A r ,. r ! r 7 r- CO 00 II 9.144 M 9.144 N4 C �t t 30.00') r\ a A t� r7 r ,t 1% r\ a A 50.00 , r♦ a A C' r- / r7 r7 r 7 t\ Y , r� A r� rA r� -fi 1 I � I C � I C � I I � I t N Mo O L MENIFEE o a N 00-31-07 E Q a' SECTION LINE FD. Y4" 1.P. W/RIV.CO.SUR, TAG, DN. 1.4' IN CAPWELL MONUMENT. ACCEPTED AS CIL INT. MENIFEE RD. & SANTA ROSA RD., ALSO BEING THE E. a/4 COR., SEC. 35, T. 4S, R. 3W, PER PM 67/12 a A r♦ 11/1 CD 1n 101.02 M (331.431) N 00-31-05 E 16,764 M (53.G0` t N 89-39-19 W 101.02 M (331.43') N 00-31-05 E r i 0688-003 1,693.484 SQ.M (18,228 SQ.FT.) APN 309-170-003-5 0.418 .AC. ROAD 16.764 M (55.00`) N 89-38-54 W A ! 1 SECTION LINE F o , / 1 A 1 rl / 1 f r- / A -1- 1 / A n I /♦ / I\! < Y\ �l Y r I f _t �J L- ♦/ i i \/ I V \f ♦/ f� rS / /\ . J I f L_ r . J v r I / - t f . J v r n 15 A t I A / t r� r- /\! -i- I/ n I I / 1 t-- ! I I! I I\ I < V\ V Y V I! - 4 J L- ♦ I 1 ♦/ 1 V ♦/ ♦/ /♦ % A 1 rr\ n A r♦ a A /- r- t r� >� F1IllI Yl '1 / TG Y\ r r n 908 -CC