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rs158_076SCALE: 1"=100' GRAPHIC SCALE 100 0 50 100 200 (IN FEET) 1 inch = 100 ft. -N- LEGEND: * INDICATES FOUND MONUMENT AS NOTED ® INDICATES SEARCHED FOR, NOTHING FOUND OR SET (} INDICATES RECORD DATA PER REFERENCE O.R. INDICATES OFFICIAL RECORD SNF INDICATES SEARCHED, NOTHING FOUND IN THE CITY OF CORONA OF THE COUNTY OF RIVERSIDE STATE OF CALIFORNIA A- RIO) NMI% BEING A SURVEY OF A PORTION OF THE WESTERLY ONE HALF OF LOT 1 IN BLOCK 68 OF SOUTH RIVERSIDE LAND AND WATER COMPANY, ACCORDING TO THE MAP RECORDED IN BOOK 9, PAGE 6 OF MAPS, RECORDS OF SAN BERNARDINO COUNTY, LYING WITHIN SECTION 27, TOWNSHIP 3 SOUTH, RANGE 7 WEST, S.B.M. DAVID R. GRAY, P.L.S. N0. 5239 DRG, INC. JULY 2021 COUNTY SURVEYOR'S NOTE THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF THE RECORDING OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2 (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE. THE PARCELS SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE BUILDABLE PARCELS. DAVID L. MCMILLAN, COUNTY SURVEYOR L.S. NO. 8488 EXP. DATE 12-31-2022 MONUMENT NOTES: O A FD. GEAR SPIKE &WASHER STAMPED LS 6970 PER CR 10-0236 ACCEPTED AS CIL INTERSECTION B FD. GEAR SPIKE &WASHER STAMPED LS 6970 PER CR 10-0234 - ACCEPTED AS CIL INTERSECTION C FD. 3/4" IP TAGGED LS 3090 DOWN 0.5' PER R1 - ACCEPTED AS CIL INTERSECTION D FD. GEAR SPIKE &WASHER STAMPED LS 5411 PER CR 12-0172 - ACCEPTED AS CIL INTERSECTION E FD. 1" IP TAGGED RCE 5408 PER R3 DOWN 0.7' F FD. 1" IP OPEN NO REF DOWN 0.2' NOT ACCEPTED AS LOT CORNER RECORD REFERENCES: R1 RECORD OF SURVEY R.S.B. 123/78 R2 BLOCK 68 SOUTH RIVERSIDE LAND & WATER CO. M.B. 9/6 {S.B. COUNTY} R3 PARCEL MAP 14477 P.M.B. 79/75-76 R4 PARCEL MAP P.M.B. 66/3-4 R5 GRANT DEED DOC. # 2016-0411487 REC. 09121/2016, O.R. F 4 „ 1 �- N82 5212{ W Q.6a --160.00' CD 6 Ire 412.24' DETAIL "A" NOT TO SCALE "I� CIL YORBA STREET B 295.21' (295.21' R1 ) C I �1 STATEMENT OF PURPOSE THE PURPOSE OF THIS SURVEY IS TO SATISFY THE REQUIREMENTS OF SECTION 8762(b)(4) OF THE PROFESSIONAL LAND SURVEYORS' ACT OF THE STATE OF CALIFORNIA BY SURVEYING GRANT DEED RECORDED SEPTEMBER 21, 2016 AS DOCUMENT N0. 2016-0411487. a a THE BEARING OF N82052'1 2"W OF THE CENTERLINE OF SIXTH STREET SHOWN ON RECORD OF SURVEY FILED IN BOOK 123 AT PAGE 78 OF RECORDS OF SURVEY, RECORDS OF RIVERSIDE COUNTY WAS TAKEN AS THE BASIS OF BEARINGS FOR THIS SURVEY. 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 ARG ENERGY, LLP IN JULY 2021. DAVID R. GRAY,, P.L.S. NO. 5239 ij cz) 000-1 * No. 5239 up Exp. 6/30/23 1111101 \P 9TF OF CA��F��� Po�Lc;Z - o3`fY9o 3 iDA "C�Iria ( y Io SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS �_ DAY OF A&jgjv!; 20aia AT k.M. IN BOOK �-RECORDS OF SURVEY, AT PAGE�(,Q_, THE REQUEST OF THE COUNTY SURVEYOR. Na ao a s . In 3-Yq 9Fx? 3 FEE !t C/_ PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: 'l,DEPUTY COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROF�SSIONAI LAND SURVEYORS' ACT THIS rZ 7 DAY OF �%L�/ , 20� DAVID L. MCMILLAN, COUNTY SURVEYOR L.S. NO. 8488 EXP. DATE 12-31-2022 J� St 0 No. 840b Exp. 12-31-Z C/L PLEASANT VIEW AVEN U E nD N82052'25"W 1709.29' {N82052117"W 1709.29' R1) {N82052117"W 1709.27' R3} 5 w PLEA NT VLFW r CT M. B. 11189 C) } m 14 15 16 17 18 19 20 21 22 23 2.4 24A C5 � r -N82052'25"W 1649.23 {N82°52'17"W 1649.14' R1} {1650' R2} --- REAR CORNER SNF-TYP. 26 0 I c� --- 824.61'(825'R2)1--- --- 824.62 825 R2} {N82 54t 07„ W 824.8 R4} �- - � 1 1 82.63 , 136.00'(R3) 276.31 412.31 {412.41 R4} N N. LINE LOT 2 {82.51 R3,R4} {N82 5717 W R3} 1 N E N. LINE LOT 1 BLOCK 68 {R2} BLOCK 68 {R2} 30 � j 30' 136'{R5} 0 ..... _ Lu 16 {R5} C, - M z N. .� .� PAR -CEL I (R4) M PAR I (R3i � � w a o� o� o; r dr ; --4-75'{R5} 85'{R5} CD Z, < rnW LY LINE a '�• --- °� C� w CD LOT 1 {R2} O� NO uj UJ U-)�? 116.29' --. w c co C> � � LO - N82°52'25"W :�., ,.. � W c W IT ­ FARC --- r, L 2 (R4) CD BL OCK 6 8 (R2) cr_ w U_.) 100 C) 0o CN 0 (.0 06 0- r. b-) Lo r m C) 04 C> 00 00 CN L0 _j _j BID!� �, IT-�, w CY) W ELY LINE WEST ��, .1 N z,., �,, a, HALF LOT 1 {R2} _ r w W c� o M W Q� Q W^ P,M,B, 6613-4 o� a N W (R4) © z o o � � T- r © r LO Q LO ci W Q Q l z t.0 o z CE, L 3 (R4) R.S.B, 1 C>C CIO (RI)< w PARCEL 2 (R3) PARCEL 3 W )Ito 3Q �RCEL 4 (R4)a 3Q CD i SEE DETAIL "A" z - - 824.49' {825' R2} - ;;4- 1 --- 824.48 825 R2 --. 2 -�...� , { } ' 52.24 160.00 412.24 {412.15 R4} N82052'12"W 1648.971(1650' R2} �-- -- -- -- 854.47 {854.47 R1 } {854.27 R3} {854.26 R4} 854.48 {854.48 R1) {854.32 R3} {854.26 R4} `-~ 1708.95' {1708.95' R1) (N82052'1 7"W 1708.59' R3} (N82054100"W 1708.52' R4} - - - N82052'12"W 2004.16' {2004.16' R1} BASIS OF BEARINGS- - C/L W. SIXTH STREET A RIV. CO. 21-236