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rs160_022-023w3-OoAqot\ OriUi(Nalf\ MONUMENT NOTES: M1 FOUND BRASS DISK IN WELL PER (R3), (R4) & (R6), DOWN 1.2% ACCEPTED AS THE NORTHWESTERLY CORNER OF LOT 2, M.B. 1/21. M2 FOUND SPIKE & WASHER "LS 5411", FLUSH, NO REFERENCE, ACCEPTED AS INTERSECTION PER (R4). M3 FOUND 2"X2" WITH "RIV CO SUR" TAG PER (R4), (R5) & (R6), DOWN 0.3' M4 FOUND 1" IRON PIPE TAGGED "RCE 9018", PER (R4), DOWN 1.3' 8—FOUND 2"X2", TAG GONE, PER (R6), DOWN 0.4'. M6 FOUND SPIKE & WASHER "LS 5411" PER CR 17-0419, FLUSH. M7 FOUND 1" IRON PIPE TAGGED "RCE 8613", PER (R3), ACCEPTED AS THE MOST NORTHERLY CORNER OF LOT 1, M.B. 1/21, DOWN 17. ALSO FOUND 1" IRON PIPE TAGGED "RE 7702" S 42°21'54" E 1.40' (S39°01'06"E 1.48' R3), DOWN 1.4' Mg FOUND 1" IRON PIPE TAGGED "LS 3018", PER (R4), DOWN 1.0% ACCEPTED AS THE EASTERLY CORNER OF LOT 9, M.B. 1/21.. Mg FOUND 2"X2", TAGGED "LS 4449", DOWN 07, N35°33'33"E 0.29' (0.30' NE'LY PER R4) ACCEPTED AS ANGLE POINT ON THE EASTERLY LINE OF LOT 9, M.B. 1/21. FOUND 1" IRON PIPE TAGGED "LS 3762" PER (R4), DOWN 0.6', N 36°21'05" W 0.29' OF LINE. — FOUND MONUMENTAS NOTED ESTABLISHMENT NOTES: E1 SEARCHED, FOUND NOTHING, NORTHERLY CORNER OF LOT 9, M.B. 1/21, ESTABLISHED BY COMPASS RULE ADJUSTMENT PER (R3), BETWEEN POINTS M3 AND M7. E2 SEARCHED, FOUND NOTHING, ESTABLISHED BY COMPASS RULE ADJUSTMENT PER (R4), BETWEEN POINTS M8 AND E1. E3 SEARCHED, FOUND NOTHING, ESTABLISHED BY HOLDING RECORD ANGLE BETWEEN POINTS M5 AND M6 PER (R6). ESEARCHED, FOUND NOTHING, ESTABLISHED BY COMPASS RULE ADJUSTMENT PER (R4), BETWEEN POINTS M8 AND M9, ACCEPTED AS ANGLE POINT IN THE EASTERLY LINE OF LOT 9, M.B. 1121. E5 SEARCHED, FOUND NOTHING, ESTABLISHED AT RECORD DISTANCE (76.3') PER (D1), TURNED RECORD ANGLE PER (D1). E7 SEARCHED, FOUND NOTHING, ESTABLISHED AT RECORD DISTANCE (253.3') PER (D1), TURNED RECORD ANGLE PER (D1). Eg SEARCHED, FOUND NOTHING, ESTABLISHED AT RECORD DISTANCE (40') PER (D1), TURNED RECORD ANGLE PER (D1). Eg SEARCHED, FOUND NOTHING, ESTABLISHED BY INTERSECTION. E10 SEARCHED, FOUND NOTHING, ESTABLISHED AT RECORD DISTANCE (131') PER (D1) & (R4), TURNED RECORD ANGLE PER (D1). E11 SEARCHED, FOUND NOTHING, ESTABLISHED AT RECORD DISTANCE (87.1') PER (D1), TURNED RECORD ANGLE PER (D1). E12 DID NOT SEARCH, POINT FALLS IN DRAINAGE COURSE, ESTABLISHED AT RECORD DISTANCE (38') PER (D1), TURNED RECORD ANGLE PER (D1). E13 DID NOT SEARCH, POINT FALLS IN DRAINAGE COURSE, ESTABLISHED AT RECORD DISTANCE (49') PER (D1), TURNED RECORD ANGLE PER (D1). E14 DID NOT SEARCH, POINT FALLS IN DRAINAGE COURSE, ESTABLISHED AT RECORD DISTANCE (48') PER (D1), TURNED RECORD ANGLE PER (D1). E15 DID NOT SEARCH, POINT FALLS IN DRAINAGE COURSE, ESTABLISHED AT RECORD DISTANCE (45') PER (D1), TURNED RECORD ANGLE PER (D1). E16 DID NOT SEARCH, POINT FALLS IN DRAINAGE COURSE, ESTABLISHED AT RECORD DISTANCE (44.5') PER (D1), TURNED RECORD ANGLE PER (D1). E17 DID NOT SEARCH, POINT FALLS IN DRAINAGE COURSE, ESTABLISHED AT RECORD DISTANCE (81.2') PER (D1), TURNED RECORD ANGLE PER (D1). E18 SEARCHED, FOUND, NOTHING, ESTABLISHED AT RECORD DISTANCE (642') PER (R4) & (D1) TURNED RECORD ANGLE PER (R4). E19 SEARCHED, FOUND, NOTHING, ESTABLISHED AT RECORD ANGLE DISTANCE FROM POINT Ell PER (D1), TURNED RECORD ANGLE PER (D1). E20 ESTABLISHED BY HOLDING RECORD ANGLE AND DISTANCE PER (D1). E21 FOUND CONCRETE NAIL AND 1" TIN, FLUSH IN PAVEMENT, NO RECORD, N 54°48'22" W 0.57', DID NOT ACCEPT, POSITION ESTABLISHED BY INTERSECTION. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS NORTH 38°00'00" WEST ALONG THE CENTERLINE OF RUBIDOUX BOULEVARD, AS SHOWN ON PARCEL MAP NO. 33314, FILED IN BOOK 220, PAGES 79-80 OF PARCEL MAPS, IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER, STATE OF CALIFORNIA. PURPOSE OF SURVEY. THE PURPOSE OF THIS SURVEY IS TO ESTABLISHED THE BOUNDARY OF OF A PORTION OF LOTS 2 AD 9 OF THE ARTHUR PARKS TRACT, AS PER MAP RECORDED IN BOOK 1, PAGE 21 OF MAPS, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS PARCEL 2 IN THE DEED RECORDED SEPTEMBER 5, 2019 AS DOC# 2019-0345554, AND THAT PARCEL OF LAND DESCRIBED IN THE DEED RECORDED MAY 10, 2005 AS DOC# 2005-0460937, BOTH OF OFFICIAL RECORDS, IN CONFORMANCE WITH SECTION 8762(B)(2)(3) & (4) OF THE PROFESSIONAL LAND SURVEYORS' ACT. IN THE CITY OF JURUPA VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A SURVEY OF A PORTION OF LOTS 2 AND 9 OF THE ARTHUR PARKS TRACT, AS PER MAP RECORDED IN BOOK 1, PAGE 21 OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY BEING A PORTION OF SECTIONS 15 AND 16, T2S, R5W, S.B.M. BLAKE KERBS, PLS 9196 DATE OF SURVEY: APRIL OF 2021 JOB NUMBER: 2021 BEA-01 SURVEYORS NOTES: 1. BOOK 564, PAGE 289 OF DEEDS CREATES THE PARCEL SHOWN HEREON AS PARCEL 1, DOC#2019-0345554, O.R. 2. BOOK 654, PAGE 124 OF DEEDS CREATES PARCEL 2 OF (D6), SAID DEED WAS RECORDED OCTOBER 13, 1925. SAID DEED RUNS IN A CLOCKWISE DIRECTION, ALONG THE NORTHERLY LINE OF LOT 9, M.B. 1/21, BEGINNINGAT THE CENTERLINE OF WILSON STREET. 3. .BOOK 128, PAGE 458, OFFICIAL RECORDS, CONVEYS THE LAND COMPRISED OF THE SUBJECT PROPERTY, TOGETHER WITH THE LAND WHICH WILL LATER BE SHOWN ON IRS 38/8, SAID DEED WAS RECORDED JUNE 13, 1933. 4. THE DIVISION LINE OF THE PROPERTY IN QUESTION AND THE LAND SHOWN ON (D4) WAS CREATED BY SUBDIVISION ON THE RECORD OF SURVEY IN 1962 AS BOOK 38, PAGE 8 OF RECORDS OF SURVEY. SAID RECORD OF SURVEY DID NOT ESTABLISH THE SR. LINES OF ITS NORTHWEST BOUNDARY, BOOK 654, PAGE 124, AND APPEARS TO BACK IN THE LINES OF BOOK 564, PAGE 124 AT RECORD ANGLES AND DISTANCES, IN A CLOCKWISE DIRECTION FROM THE EASTERLY TERMINUS OF THE CLOSING CALL OF 95.8 FEET OF SAID DEED. SAID RECORD OF SURVEY PRIMARILY HOLDS RECORD VALUES FOR THE REMAINDER OF THE MAP, WITH THE NOTABLE EXCEPTION OF A 1.79 FOOT VARIANCE IN THE CENTERLINE LENGTH OF 34TH STREET, SAID SURVEY WAS PERFORMED IN 1961. MY CALCULATIONS, BASED ON ESTABLISHING BOOK 654, PAGE 124 OF DEEDS RESULTS IN THE MEASURED LENGTH OF SAID CLOSING COURSE BE 5'+A LONGER THAN STATED IN THE DEED AND SHOWN ON BOOK 38, PAGE 8 OF RECORDS OF SURVEY 5. IN 1963, IRS 38/79-80 WAS RECORDED, BASED ON FIELD WORK PERFORMED IN 1960 UNDER THE DIRECTION OF THE COUNTY SURVEYOR, THE PURPOSE OF SAID SURVEY IS TO SHOW THE RIGHT OF WAY AND CENTERLINE OF 34TH STREET AND CRESTMORE ROAD AS DETERMINED BY RESURVEY. ALTHOUGH NOT SPECIFICALLY NOTED, IRS 38179-80 DISCLOSES SIGNIFICANT DISCREPANCIES IN THE CENTERLINE OF 34TH STREET, BOTH ANGULARLYAND IN DISTANCE, MOST NOTABLYA 1.80' DISCREPANCY IN THE FIRSTANGLE POINT OF 34TH STREET (NOTED ON SAID RECORD OF SURVEY) AND A 22.07' DISCREPANCY IN THE SECOND ANGLE (WHEN COMPARED TO IRS 38/8). THE ALIGNMENT SHOWN ON IRS 38/79-80 IS WHAT IS CURRENTLY MONUMENTED AND HAS BEEN ACCEPTED BY SUBSEQUENT MAPPING. 6. AS A RESULT OF THE MATTERS DISCUSSED IN NOTES 4 AND 5 ABOVE SIGNIFICANT DISCREPANCY EXISTS IN THE LINES THAT ARE COMPRISED OF THE LAND DESCRIBED WITHIN BOOK 128, PAGE 458, OF OFFICIAL RECORDS, IT IS MY OPINION THAT IN ORDER TO PRESERVE JR AND SR RIGHTS, RECORD ANGLES AND DISTANCES MUST BE RAN FROM THE COURSE SHOWN HEREON AS L16, PER BOOK 654, PAGE 124 OF DEEDS (SAID COURSES ARE IN AGREEABLE WITH THOSE OF (D1), TO THEIR INTERSECTION WITH WILSON STREET. AT THAT POINT WE MUST CONSTRUCT THE DIVIDING LINE BETWEEN IRS 38/8 AND THE PROPERTY IN QUESTION BY HOLDING RECORD ANGLES AND DISTANCES PER SAID MAP, FROM THE NORTH TERMINUS OF COURSE L25 SHOWN HEREON. COUNTY SURVEYOR'S NOTE: 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 COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2 (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE. THE PARCEL SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE A BUILDABLE PARCEL. F DAVID L. MCMILLAN, COUNTY SURVEYOR P.L.S. 8488 SHEET 1 OF 2 RECORDER'S STATEMENT FILED THIS 9 DAY OF 2023, AT V,Ul R.M. IN BOOK jjoQ_ RECORDt OF SURVEY, AT PAGE ' AT THE REQUEST OF THE COUNTY SURVEYOR. NO. �0 3 - Du ;Lq 01 FEE�T� PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: - (PSJ!�-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 CHRIS LUCAS IN oNP� _ L ANp APRIL OF 2021. Z. t., 10 �T PLS 9196. �Q 3� Za Zz of cA��F° BtA'KE KERBS DATED -- PLS 9196 COUNTY SURVEYOR'S STATEMENT: THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS R 7 DAY OF ,T/t / , 2023. DAVID L. MCMILLAN, COUNTY SURVEYOR P.L.S. 8488, EXP.12-31-24 LANO co co < LL , r m O < > -< o 0 NO. 8488 Z 0 STgT ���P F OF Cpuf Rlch!w Inc.Sueying 8 Design RIVCO 21-070 aOa3 - 00M011 bYiCAkri&l O� 4 L cc J ca O f` W (Din mho 0 07 C) ��m O�" cc Mcr 80 QF, M oci- r�Lo it M 80 17 IN THE CITY OF JURUPA VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A SURVEY OF A PORTION OF LOTS 2 AND 9 OF THE ARTHUR PARKS TRACT, AS PER MAP RECORDED IN BOOK 1, PAGE 21 OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY BEING A PORTION OF SECTIONS 15 AND 16, T2S, R5W, S.B.M. 759.68' BLAKE KERBS, PLS 9196 (759.50' R3) DATE OF SURVEY: APRIL OF 2021 N 59°08'30" W (759.31 R4) JOB NUMBER: 2021 BEA-01 (N 59°08'40" W R4)co NORTHERLY / LINE OF LOT 2, M.B. 1/21 n, N 59°13'09" W M & (R4) (N 59° 16' W D2/D6) I M I I I N 59°13'0co 9" W M &(R4) - 442.57' E9 -I--- w m r v N 0 a �rn m P@n. MT 2 9I 9 4 10 °? / M N/ wM ''� - ^�ry ry a o 0 CV /� M9 503.62' / (503.30' R4) �,Z E9 / °Moose m r v rn Ul -0 m w E9 537.78' (536.84' R4) Zz h ZO 0 7-7/0 9 / M 345.37'- / N (N 59°20,'19" W 345.39' R4) / L9 / L8 r/� E1 v^ h/ 1v/i L29 ��`5",N6 --- -7j.;,(D2) Jl a) E9 - 422. �o �o ,���� / E9 535.74 - I �o � 03 '0 Cb `CNJ q // p0G3o L�04 SOUTHEASTERLY LINE OF LOT 2, M.B. 1/21 wu sa Ow O Oa) M co M2 N 59°1TOT W I I o I 0 w 40 I 0 0 8o I m N m J // E16 v / E20 D EO 11 0 cc 2I E1700 co c6 cc ��4j4'h�l��h^W / I I QLJ z?D N ��O�O�//'��3o�Q i Mw M 6� M cco / o o1 tlb / I I M 0 z / ��� i /Q©�3D I �DgD I z z M N 54*48'22" ( I � E9 269.67' (N 55°38" W 272.03' R2/D3/D5) 1 N - (272.05' D1/D3/D4) v N 54°48-22" W /,'P- - - -g�� D�jOo o - L3 289.49' (292.09' R2) L2 M3 N 54°48'22' W E21 N 54°44' W R1 N 55°38' W R2 (N 54°55'50" W R3) (N 54°49'02" W R4) (N 54°44'48" W R5) (N 54°48'44" W R6) REFERENCES: (R1) - RS 38/79-80 (R2) - RS 38/8 (R3) - RS 39/36 (R4) - RS 81 /82 (R5) - RS 100/50 (R6) - PARCEL MAP NO. 33314 PM 220/79-80 (D1) - DOCUMENT NO.2019-0345554 RECORDED 09/05/2019 (D2) - DOCUMENT NO.2005-0460937 RECORDED 05/10/2005 (D3) - DOCUMENT NO.2020-0059100 RECORDED 02/06/2020 (D4) - DOCUMENT NO.2007-0100614 RECORDED 02/13/2007 (D5) - DOCUMENT NO.2013-0492993 RECORDED 10/15/2013 (D6) - DOCUMENT NO.2016-0371089 RECORDED 08/29/2016 PARCEL 2 DOC#2019-0345554 RECORDED 9/05/2019 N 54048'22" W 347.76' (N 55°38' W 327' 03/p4/D5) E9 295.67' (300.00' R2) E2 E8 0 J. 0 W N cM m (o -CL- 725.92,,%J 295.31' f 34TH STREET (FORMERLY-WILSON STREET') v� SCALF: 1 " = 80' (N N23° 23°59�9461kv kv" �, (a 6p 14. R4 m (o E7 (N3 9°xg, It o4x �o"tZ, M8 Ox� 2Isa. M� ��xl E5 / /- i o / PARCEL 1 / DOC#2019-0345554 E4 RECORDED 9/05/2019 1 SHEET 2 OF 2 LINE BEARING DISTANCE L1 N 38000'00" E 35,28' L2 N 63044'37" W 191.57' (N 63038-40" W 191.68' R1) (N 64026' W 191.66' R2) (N 63057-40" W 191.68' R3) (N 63°43'26" W 191.66' R4) (N 63043'03" W 191.64' R6) (N 64°28' W 189.7$' D1/D6) (N 63047' W 189.78' D6) L3 N 54048'22" W 100.63' 7 (N 55°38' W 95.80' R2/D1) L4 N 54048'22" W 53.31' L5 N 65056'03" E 53.53' L6 N 65056'03" E 42.81' L7 I N 65056'03" E 23.27' L8 N 59°22'26" W 131.OQ' (N 59-20-19" W 131.00' R4) (N 59045' W 131.00' D1/D2/D6) L9 N 59022'26" W 214.37' N 59020-19" W 214.39' R4 L10 N 52055'30" E 95.29' (N 52°54'41" E 95.31' R4) L11 N 52055'30" E 76.30' N 51 °31' E 76.30' D1 L12 N 52055'30" E 18.99' L13 N 13038'30" W 40.00' N 15°03' W 40.00' D1 L14 IN 36001'30" E 20.00' L15 N 34059'34" E 20.00' L16 N 87015'34" E 87.10' (N 86053' E 87.10' D1/D2/D6) L17 N 87015'34" E 79.90' (N 87°17'41" E 80.95' R4) L18 IN 87015'34" E 7.20' L19 N 31 °38'34" E 38.00' (N 31016' E 38.00' D1/D2/D6) L20 N 31 °38'34" E 31.03' L21 N 31 °38'34" E 6.97' L22 N 18054'34" E 49.00' N 18°32' E 49.00' D1/D2/D6 L23 N 34004'34" E 48.00' (N 33°42' E 48.00' R2/D1) (N 33°44' E 48.00' D2/D6) L24 N 46046'34" E 45.00' (N 46024' E 45.00' R2/D1/D2/D6) L25 N 62023'34" E 44.50' (N 62001' E 44.50' R2/D1/D2/D3/D4/D5/D6) L26 N 82054'34" E 81.20' (N 82032' E 81.2' R2/D 1 /D2/D3/D4/D5/D6) L27 N 27°36'26" W 19.66' N 27059' W 19.66' R2/D1/D3/D4/D5 L28 79°49'34" E 28.10' IN N 79°27' E 28.32' R2 L29 N 59°13'09" W 95.21' L30 N 59013'09" W 113.39' L31 N 54048'22" W 52.10' (N 54°38' W 27' R2) N 55038'27" W 27' D1 L32 N 60005'21" W 189.22' (N 59°48' W 211.97' R2) (N 59°56' W 212' D1/D3/D4/D5) L33 N 35033'33" E 20.10' (N 35030'35" E 20.05' R1) (N 34°37' E 20.06' CF R2) (N 35°32-58 E 20.10' R4) 20' D1) L34 N 53038'55" E 131.57' (N 53-38-25" E R4) 130.89' R4) (N 53°39' W 130.5' D2/D6) CD Nam.. I fO p) N c- o D I O 00 N t� 20 N a) 0 0 m I m�C N. I �6 SOUTHEASTERLY LINE aco - I --_ OF LOT 9, M.B. 1/21 v w -cp .. O vo N I �,w`�ywo m W w Ln "� O I M m I� !n M SFN., IPOB N ° O m N ° ( M M m Z EXCEPTION'S 1& 2 OF PTR PARCEL 1 �\ M I m z m Z z I/ 'L31 L32 88.20' R 188,16' (211.09'' '-L4 (N 59-57'21" W 188.16' R5) 60*0621" W 738.74' M & (R1) MS ( 60°00' W R1) (716.67' R2) N 59°48' W R2) (738.69' R4) N 60°p5'03' W R4) (738.58' R5) (N 60°04'55" W R6) (738.64' R6) 413.57' 367.95' (N 59°57'21" W 368.00' RS) N B0002'06" W (413.36' CF R1) M6 556.11' (N 59058' W R1) (4136 RS) (556.22 R4) E3 (N 5g o58'00' W R5) (413.5& R6) N 60 0140' W R6) (55 ( (556.12 R6) nc.1 Richtmi - Survey ng & Design RIVCO 21-070