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rs0159_066SURVEYOR'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 THE RANDELL KIRKEMO, IN SEPTEMBER, 2021. //- ls-.26zz NICHOLAS D. ELLIS, P.L.S. 9320 EXPIRES: MARCH 31, 2023 STATEMENT OF PURPOSE DATE / N� L�0 d 2 N z OF CAL O� N THIS RECORD OF SURVEY WAS PREPARED TO CONFORM WITH THE REQUIREMENTS OF SECTION 8762 (b)(5) OF THE PROFESSIONAL LAND SURVEYORS ACT AND TO MONUMENT THE BOUNDARY OF THE PARCEL a� DESCRIBED BY DEED RECORDED MARCH 18, 2016 AS DOCUMENT NO. ' 2016-0107557, RECORDED IN OFFICIAL .� o• RECORDS, COUNTY OF RIVERSIDE. co - ON �g Z SEARCHED FD. NOTHING; NOTHING SET P3 2pir • 3S, SURVEY LEGEND SEARCHED FD. NOTHING; IN THE CINOF RIVERSIDE, RIVERSIDE COUNTY, STATE OF CALIFORNIA .NOTHING SET RECORD OF SURVEY P4 BEING A SURVEY OF PORTIONS OF LOTS 7AND 8 IN BLOCKA OF BERKSHIRE HILLS TRACT, IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK 13, PAGE 57 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LOCATED IN SECTION 10., TOWNSHIP 3 SOUTH., RANGE 5 WEST S.B.M. w Pnnruu i LOT 8 MB 13/57 GRANT DEED DOC. NO. 2003-479351 O.R. REC. 06/27/2003 LOT 7 M B 13/57 SEARCHED FD. NOTHING;0.00 NOTHING SET "V6ro os, p6% �v 99 P6 FOUND MONUMENT AS NOTED V67006j, 0 SET 1" IRON PIPE WITH NAIL & TAG "PLS 9320", FLUSH. Sp FD. FOUND QOp, Mx FOUND MONUMENT AS DESCRIBED IN MONUMENT NOTES Px POSITION ESTABLISHED CURVE DATA Cl = A=96039'03" (A=96°43' R1) L=124.66 (124.83' R1) R=73.90' M & R1 C2 = ©=96039'03" (A-96043' R1) L= 82.49' (82.54' R1) R=48.90' M & R1 REFERENCE NOTES: ( ) RECORD DATA PER R1, BERKSHIRE HILLS TRACT, MB 13/57, RIVERSIDE COUNTY RECORDS. (R1) BERKSHIRE HILLS TRACT, MB 13/57, RIVERSIDE COUNTY RECORDS. (R2) CORNER RECORD, CR 17-0441, RIVERSIDE COUNTY RECORDS. (D1) RECORD PER GRANT DEED DOC. # 2016-0107557, RECORDED MARCH 03, 2016. ss>>_ SEPTEMBER 2021 AND JANUARY 2022 NICHOLAS D. LIS PLS 9320 S�0 •op, 0 F2 9 S p, rlmc 4 M ao v- 0 0 SURVEYING Incorporated M1 BASIS OF BEARINGS IS N04027'0011W, OLIq u 10�, RECORDER'S STATEMENT SHEET 1 OF 1 FILED THIS �� DAY OF eCVM)X;r`1022 AT,a•knOF �N P.M. IN BOOK RECORD OF SURVEYS, AT PAGE�2� AT THE REQUEST OF THE COUNTY SURVEYOR. No. n�a'DLlq (1 jog FEE t9 PETER ALDANAASSESSOR -COUNTY CLERK -RECORDER BY:(4-1DEPUTY COUNTY SURVEYOR'S STATEMENT: THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF TH PROFESSIONAL LAND SURVEYORS' ACT THIS ,' DAY OF G 12022. �PIL L D mc - - p A DAVID L. McMILLAN, COUNTY SURVEYOR LS 8488 f t 48.9` M & R1 EXP. 12/31/2022 {25 } 15.67 M2 , N8503310011E 3 M9 I z Z14 �. (D goo 10 A6 2A 4' Obi cn (o Nl 0 �7'E 14 boo O o -n MONUMENT NOTES a �\F`•S,OF CAL �-4m i-..! AS SHOWN AS THE CENTERLINE OF m GREYLOCK AVE ON BERKSHIRE HILLS N TRACT, MB 13/57, RIVERSIDE COUNTY `V r 0 RECORDS. ;0 z M3 - FD. CITY ENGINEER TAG & NAIL PER CR 05 -031 COUNTY OF RIVERSIDE RECORDS. ACCEPTED AS CENTERLINE GREYLOCK AVE. OLIq u 10�, RECORDER'S STATEMENT SHEET 1 OF 1 FILED THIS �� DAY OF eCVM)X;r`1022 AT,a•knOF �N P.M. IN BOOK RECORD OF SURVEYS, AT PAGE�2� AT THE REQUEST OF THE COUNTY SURVEYOR. No. n�a'DLlq (1 jog FEE t9 PETER ALDANAASSESSOR -COUNTY CLERK -RECORDER BY:(4-1DEPUTY COUNTY SURVEYOR'S STATEMENT: THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF TH PROFESSIONAL LAND SURVEYORS' ACT THIS ,' DAY OF G 12022. �PIL L D mc - - p A DAVID L. McMILLAN, COUNTY SURVEYOR LS 8488 f t 48.9` M & R1 EXP. 12/31/2022 {25 } 15.67 M2 , N8503310011E 3 M9 I z Z14 �. (D goo 10 A6 2A 4' Obi cn (o Nl 0 �7'E 14 boo O o -n MONUMENT NOTES a �\F`•S,OF CAL �-4m i-..! i �; m M1 - FD. CITY ENGINEER TAG & NAIL PER CR 05 -031, COUNTY OF RIVERSIDE RECORDS. ACCEPTED AS CENTERLINE EC GREYLOCK AVE. p' iq �' a' �_ M2 - FD. CITY ENGINEER TAG & NAIL PER CR 05 -031, COUNTY OF RIVERSIDE RECORDS. ACCEPTED AS CENTERLINE BC GREYLOCK AVE. ;0 z M3 - FD. CITY ENGINEER TAG & NAIL PER CR 05 -031 COUNTY OF RIVERSIDE RECORDS. ACCEPTED AS CENTERLINE GREYLOCK AVE. M4 - FD. SPIKE WITH PUNCH MARK PER RS 142/73, RIVERSIDE COUNTY RECORDS, ACCEPTED AS CENTERLINE INTERSECTION OF i ql�M3 LENOX AVE & PREN DA AVE. M8 ____ -- , '� M5 - FD 3/4" IRON PIPE WITH NAIL & TAG "LS 3807", PER R2. Q M6 - FD. 3/4" IRON PIPE WITH NAIL IN CENTER, PER R2. ACCEPTED AS PI OF LENOX AVE. GRANT DEED 1. M7 - SET 1" IRON PIPE WITH PLASTIC PLUG "PLS 9320", ESTABLISHED BY PROPORTION BETWEEN M8 AND P2 WITH RECORD DATA PER R1. DOC. X1O. M8 - FD. 1" IRON PIPE OPEN, NO REFERENCE, ACCEPTED AS THE NORTH EAST CORNER LOT 7 MB 13/57. 2016-0107557 O.R. M9 - FD. 2"X2" REDWOOD HIUB, NO REFERENCE, ACCEPTED AS NORTH EAST CORNER DOC. NO. 2016-0107557 O.R., SET NAIL & TAG "PLS 9320. C. 03118/2016 1 M10 - SET 1'° IRON PIPE WITH PLASTIC PLUG "PLS 9320", DUE TO UNSTABLE GROUND AND AN EXISTING FENCE POST FOOTING POINT WAS SET M7 ` 0.50' N77°45'42"E FROM TRUE CORNER, (SEE NOTE P5). �. M11 - SET 1" IRON PIPE WITiH PLASTIC PLUG "PLS 9320", ESTABLISHED BY HOLDING RECORD DISTANCE PER D1. POB D1 t2 • COUNTY SURVEYOR'S NOTE G, THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS IN �.�,e COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISIONMAP ACT, DIVISION 2 0 '�� �- .� (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE AND co co, g. • o RIVERSIDE COUNTY ORDINANCE 460. THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLYCREATED AND THEREFORE MAY NOT BE BUILDABLE PARCEL(S). mil 0� ��°� �, •w ocs� .`moo \ A.7**k DAVID L. MCMiLLAN, COUNTY SURVEYOR �3 o, ' 11A L.S. 8488 0 p`L� �, W <6> �J M4 (�26, . p6, ' L T 1-6 MB 1 0000 ; 11 - , 26z• 000*0 0 10 404p 80 -,% e 7 01 -07 1 1 40 FEET ) 00015N / , --' fir°$ .� a / SEARCHED FD. NOTHING; a. / NOTHING SET ESTABLISHMENT NOTES L'`' / 0 'l� P1 - ESTABLISHED BY LEAST SQUARES ADJUSTMENT USING RECORD BEARING AND o0l1° / qq , ♦ZOp. �g2 �, DISTANCES PER R1 FROM FOUND MONUMENTS M3, M4, AND M6. ��KM5 0 Dl P - ESTABLISHED BY HOLDING RECORD DISTANCE PER R1 AND RADIAL BEARING FROM ��/ 2 ES O G G O �� i' i' • t� THE ESTABLISHED RADIUS POINT AND FOUND MONUMENT M2. /- J �, ap. P3 ESTABLISHED BY LEAST SQUARES ADJUSTMENT USING RECORD ANGLES AND /0`Z' ���� DISTANCES PER R1 FROM FOUND MONUMENT M6 AND ESTABLISHED P2. ���' i' '�a P4 - ESTABLISHED BY LEAST SQUARES ADJUSTMENT USING RECORD ANGLES AND DISTANCES /�•� p�5 Q ES 'oe , 0 �g`�• -��5�' PER R1 FROM FOUND MONUMENT M6 AND ESTABLISHED P2. /'t ` P5 - ESTABLISHED BY LEAST SQUARES ADJUSTMENT USING RECORD ANGLES AND DISTANCES ,i PER D1 FROM FOUND MONUMENT M9 AND ESTABLISHED M11. -� P6 - ESTABLISHED BY PROPORTION USING RECORD AND MEASURED DISTANCES BETWEEN 28.271 FOUND MONUMENT M6 AND ESTABLISHED P3. (28.28' R1, 28.29' R2) M6 RI V. CO. 22-026 ��\F�•S, g48$ 0/ OF c AL LEAST SQUARES ADJUSTMENT METHODOLOGY THE SOFTWARE MICROSURVEY STARNET VERSION 8, WAS USED TO PERFORM LEAST SQUARES ADJUSTMENT CALCULATIONS FOR THIS SURVEY. DUE TO THE RECORD BEARINGS SHOWN TO THE NEAREST MINUTE PER R1, A STANDARD ERROR OF 30" WAS APPLIED TO ALL ANGULAR MEASUREMENTS, A STANDARD ERROR OF 0.5' WAS APPLIED TO RECORD DISTANCES, PER R1 AND D1, SHOWN TO THE NEAREST FOOT. A STANDARD ERROR OF 0.05' WAS APPLIED TO RECORD DISTANCES PER R1 AND D1 SHOWN TO THE NEAREST 0.1 OF A FOOT. FOR ALL OTHER DISTANCES A STANDARD ERROR OF 0.03' WAS APPLIED TO THE CALCULATIONS.