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rs152_096IN THE C17Y OF RIVERSIDE .. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF BE/N6 PARCELS 1, 2, 3, AND 4 OF PARCEL MAP N0. 32443, PER MAP FILED IN BOOK 221, PAGES 5 THROUGH 7, INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY; IN SECTION 78 TOWNSHIP 3 SOUTH, RANGE 4 WEST. S.B.M. k MAY 208 ENG/NEERS 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 JERRY PERKINS 1N MAY 2018. DATE: � � ' ��I/ .. LAND ,. Kzq7kmo�9D EDY P. ADKISON L.S. 5390 EXPIRATION DATE: 9-30-20 SURVEYOR'S NOTES �5��QpWELL a LS 5390 70 * EXP. 9-30-20 f� �Q OF DATES OF SURVEY: MAY 16, 2018 • -INDICA TES FOUND MONUMENT AS NOTED O -INDICATES SET 1101P & LS 5390 TAG FLUSH, EXCEPT AS NOTED a -INDICATES FOUND 1 114"IP & LS 5266 TAG, FLUSH PER PM 22115-7 ■ -INDICATES FOUND 1 "IP & LS 5390 TAG, FLUSH PER MB 301163-66 R1 -INDICATES RECORD DATA PER PM 22115-7 R2 -INDICATES RECORD DATA PER PM 13146 R3 -INDICATES RECORD DATA PER MB 301163-66 R4 -INDICATES RECORD DATA PER CITY OF RIVERSIDE CERTIFICATE OF COMPLIANCE LOT LINE ADJUSTMENT LL -P18-0560 RECORDED 2-13-2019 AS DOCUMENT NO. 2019-0048566, O.R. SNF -INDICA TES, SEARCHED, NOTHING FOUND THIS MAP CONTAINS 5.15 ACRES WHIN THE DIS77NC77VE BORDER PA HiQ n�7 Pi7A pimr., q THE CENTERLINE OF CHICAGO AVENUE BEING NORTH 0 °11 '36" WEST PER PARCEL MAP NO. 32443, PM 22115-7 WAS HELD AS THE BASIS OF BEARINGS FOR THIS MAP. FD 1 71P & RCE 862 TAG, FLUSH PER PM 22115-7. W 1/4 COR. SEC. 18. 327.53'(327.50'R 1) PARCEL MAP N©. 34583 3 PH 233 / 94-95 FD34"IP&RCE 9455 TAG, FLUSH PER PM 22115-7. GRAPHIC SCALE 60 120 ( IN FEET ) 1 inch = 60 ft. COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTIOh8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS � 3 - DAY OF 5 C-57 PT 2019. DAVID L. MCMILLAN COUNTY SURVEYOR L.S. 8488, EXPIRES 12-31-20 PURPOSE OF SURVEY THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE CORNERS OF THE PROPERTY DESCRIBED IN CITY OF RIVERSIDE CERTIFICATE OF COMPLIANCE LOT LINE ADJUSTMENT LL -P18-0560 RECORDED 2-13-2019 AS DOCUMENT NO. 2019-0048566, O.R. -q. __ - CLARKS COURT FD 1 "IP & LS 5266 TAG, FLUSH, PERPM 221/5- 7, S1 32 36 W 0.211. HELD FOR LINE. N89'43'11 "E 865.92'(N89'42'57"E 865.75'R1) ��F-SNF L se 11 NO'28'18"W 30.00' (N0 28 22 W 30.00, R4) S.F. ,�tx A--23056`58" R=3&00# L=15.88' (A=23 55 39" R=3& O0,L=15.87, Ri) N19 05 10' E(R) 50.00 ' N18 55# 26 E(R) 50.00 R1) A--5174-8`18" R=50.00' L=45.21' 4 _ _ (A---51-47#41'vR-50.OQ L-45.20 R1) 4 N38'26'56"W(R 50.00't (N38 -2219"W(} 50.00 R1) N66 '18'1f�"W 32.00' r� 6 A. 49°52'19"R=50.00',L=43.52', (A--49"41"33" R=50.00 L=43.36 R4) N23`41144"E 51.43' �6(N23-4539"E 51.43 R 1) A --68°0439"R=50.00' L=59.41' (A- 68 00 55"R=50.00pL= 59.35, R4) N89'43'11 "E 24.85' � N89'42'S 7"E 24.88'R 1) ' " - 0 L-49.82' � A�57 0512 R-50 0 (A--57'20'15" 8--50.00' L=50.04'R1) N0109'150PW 15-00" a N46'35'14"E 41.47 (N46 -4-0#24#"E 41.44 R4) N89'43'1 "E 991.23' (N89 -43-'50"E 991.1 fi R3) 0 N1'32'36"E 14.29' (N136'46 E 14.15 R1) oto e�h FERRARI DRIVE VA CA TED PER - CITY OF RIVERSIDE RESOL U TION NO. 21715 RECORDED 2-6-2009, DOC. NO. 2009-0058803v O.R. NQ°28'18"W 30.00' (NO-28t22"W 30.00'R 1) FERRARI DRIVE VACATED -f 550.07' S49.95'R 1) N89'31'42"E 2631.18' (S89'32'30"W 201.11'R2) No. 8488 �k EXP. 12-31-20 f� CAS-�F� SHEET 1 OF i SHEETS RECORDER'S STATEMENT FLED THIS CA> _ DAY OF ��mbef; 2019.0 AT S�__6.M. IN BOOK J.'_� RECORDS OF SURVEY, AT PAGE __, AT THE REQUEST OF THE COUNTY SURVEYOR. No. i 2 ql -o3213G7 FEE_ t1q. _- PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: �C�.l�� t��DEPUTY COURSE DATA 1 N56'48'1O3 E 14.15,R1) 7"E 14.20' (N5643 11 NO'28'18"W 30.00' (N0 28 22 W 30.00, R4) N23°41'44"E 24.33', (N23 -45`39"E 24.41 R1) @ N79'30'027E(R 50.00', (N79 20 09 E() 50.00 R1) A--23056`58" R=3&00# L=15.88' (A=23 55 39" R=3& O0,L=15.87, Ri) N19 05 10' E(R) 50.00 ' N18 55# 26 E(R) 50.00 R1) A--5174-8`18" R=50.00' L=45.21' 4 _ _ (A---51-47#41'vR-50.OQ L-45.20 R1) 4 N38'26'56"W(R 50.00't (N38 -2219"W(} 50.00 R1) N66 '18'1f�"W 32.00' � N26'45'10"E 52.91' (N26 -5234"E 52.83 R1) 6 A. 49°52'19"R=50.00',L=43.52', (A--49"41"33" R=50.00 L=43.36 R4) N23`41144"E 51.43' �6(N23-4539"E 51.43 R 1) A --68°0439"R=50.00' L=59.41' (A- 68 00 55"R=50.00pL= 59.35, R4) N89'43'11 "E 24.85' � N89'42'S 7"E 24.88'R 1) ' " - 0 L-49.82' � A�57 0512 R-50 0 (A--57'20'15" 8--50.00' L=50.04'R1) N0109'150PW 15-00" a N46'35'14"E 41.47 (N46 -4-0#24#"E 41.44 R4) N89'43'1 "E 991.23' (N89 -43-'50"E 991.1 fi R3) 0 N1'32'36"E 14.29' (N136'46 E 14.15 R1) PARCEL MLP C. 100963 PH 51 /70 w N89 °43'11 "E 2006.46' , 10.00 9 SNF //F FD 311 71P NO TAG, FLUSH IN 1 LIEU OF 31471P & RCE 862 TAG, FLUSH PER PM 221/5-Z Q_ ai O 4 O O 2 (1665.92'R2) 1665.62' FD SPIKE &WASHER LS 4343, FLUSH NO REFERENCE. ACG�FPTED AS CL INTERSECTION OF FERRARI DRIVE & DAUCHY AVENUE PER PM 13/46 RIV CO 19059