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rs153_074COUNTY SURVEYOR'S STATEMENT: THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS__ DAY OFND ZO,,/V0 2020. MC DAVID L. MCMILLAN, COUNTY SURVEYOR P.L.S. 84881 EXP. 12-31-20 � SURVEYOR'S STATEMENT: xin 12- 3 Z -20 gf c AQ 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 JACOBS DEVELOPMENT COMPANY, JUNE, 2019. IL JE Ry L. i IlAAYS DATE LS. NO* 9379 Lou uj N56'00153"E 1362.19' (1362.04' R1) fc.4 ft IN THE CITY OF RIVERSIDE, COUNTY OFRIVERSIDEy STATE OF CALIFORNIA RECORD OF SURVEY BEING A SURVEY OF A PORTION OF LOT 2 IN BLOCK 28 OF THE LANDS OF RIVERSIDE LAND AND IRRIGATING COMPANY, AS SHOWN BY MAP ON FILE IN BOOK 1 PAGE 70 OF MAPS, SAN BERNARDINO COUNTY RECORDS, CALIFORNIA IN SECTION 18, T.3S, R.5W. S.B.M. JEFFERY L. MAYS, PLS 6379 DATE OF SURVEY: JULY 2019 JN: 16605 N CIVIL ENCINEERS PURPOSE OF SURVEY: THE PURPOSE OF THIS SURVEY IS TO COMPLY WITH SECTION 8762(8)(4) OF THE PROFESSIONAL LAID SURVEYORS QCT. INDIANA AVENUE 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. DAVID L. MCMILLAN, COUNTY SURVEYOR P.L.S. 8488 aa�o-oo 1933 tp x Il' n.. %.. A S ET10F1 RECORDER'S STATEMENT FILED THIS Lf)i"_ DAY OF:T4 N 2020, AT ;S1] 3 ISM. IN BOOK �_ RECORDS OF SURVEY, AT PAGE .�, AT THE REQUEST OF THE COUNTY SURVEYOR. NO.S�IQ�� FEE 00 PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: L4,tA&,on.==,, DEPUI� 2724.03' (2724.08' R1 1361.84' (1362.04' R1) (1362.02' R2) -- -- w ' - �,,,,,,, w 700.92' (701.01' R2 `'-- 0 660.92� (661.0l't R2)(661.03� R1) 0 0 0 d- -"' N56'00'53"E 355.67' (355.71' R2) 305.26' (305.30' R2) 4 _. N56'00'53"E 355.67' o L2 I b6 I N ST. N 0.142148 I x-11 ...,I o REC. JUNE 299 1984 NST. N0.99932 N BASIS CSF BEARINGS. N I� I REC. MAY 11, 1984 HE BASIS OF BEARINGS FOR THIS SURVEY IS I I T I I N 56°00'53" E ALONG THE CENTERLINE OF r I r HELD REC. ANGLE u I to INDIANA AVENUE AS SHOWN ON THE TRACT I %-. 1 0 (90*00'30'*PER R2) I MAP NO. 9200-1 FILED IN BOOK 119 AT PAGES 410.00�. �o E M OR o THROUGH 6 OF MAPS, IN THE OFFICE OF TH I o N �� I COUNTY RECORDER OF SAID COUNTY. Lo L I I L I I I I I i I I I IL@U i] AN CE N 0.4791L@cTI ORDINANCE 1 INST. LA0. 80-97432 I . 1 AN D REC. MAY 239 1980. I MONUMENT � I DOCm NOm w 1 ESTABLISHMENT NOTES: w I �- I w I- `�' M i1") 201714318935 ,� 1OR CD co REC. AUGm X 9 2017 � � � " I.P. IN 2" I.P. IN WELL, DN 4", ILLEGIBLE PER (R1 } 0 �. a ,r -r I 1 FD. 1 /2 0 N�yI ,.. I Li- V V , I I w w (v 1 EST. BY PROPORTION PER(Rl) i POR. OFLOT 2 � � I ,:"Lo IFD. MAG & WASHER STAMPED CITY OF RIVERSIDE SURVEY , o, I°' I%.100 I NO REF. ACCEPTED AS CL INTERSECTION PER (R1), FLUSH.co - AG & WASHER STAMPED "CITY OF RIVERSIDE SURVEY , NO REF. I � I FD. M MoBo 1 r 1 4' ON PER(Rl),FLUSH. N ACCEPTED AS CL INTERSECTI I LO I ION PER(Rl),.•, 5 EST. BY PROPORT I II'mN I it 0EST. BY INTERSECTION I wI i► I w 10 EST. BY COMPASS RULE ADJUSTMENT PER (Rl) 1* 1 o 7 to 0 „ f I I z •a- I FD. MAG & WASHER STAMPED CITY OF RIVERSIDE SURVEY , 6PER CR 04--0128 it I I � FD. MAG &'WASHER STAMPED CITY OF RIVERSIDE SURVEY , NO REF. I INTERSECTION PER(Rl),FLUS H ACCEPTED AS CL fLATER C " ' "' �'' STAMPED CITY OF RIVERSIDE SURVEY ; NO REF. I Ng7• "'".'"'... �! � rn f � FD. MAG & WASHER 34 " 2 R -- 34 p4» r� I 0 � -,904 ,i) I E z K . il ACCEPTED AS CL INTERSECTION PER (R1), FLUSH si3 � �� I I I 4 04 C ``~--.. .. �``''''` I "' -,05 >0100, AND WASHER STAMPED C CITY OF RIVERSIDE SURVEY , NO —..z`j Q� 10 FD. MAG NAIL A I I cr -�. �, ��r � REF., ACCEPTED AS CENTERLINE INTERSECTION. w I I t,� 363. �.i ESTABLISHED BY PROPORTION ALONG THE I `` � -_. c� �.....,,,t z z 42 -- c2 / I 11 SEARCHED, FOUND N 0TH I N G, I � Q `r o w '` SOUTH LINE OF INDIANA AVENUE, USING THE CENTERLINE CO--EFFICIANT, I w o U '-� o PER(R2)I �`-�-•-.. �' �C ......MEASURED BETWEEN POINTS 4 AND 5 el I o ..., REFERENCES.0 —.. .._._.. / U o(Rl)— TRACT N0. 9200 —1 r. I -- ..... a- o -..cna ..�.. 2 .;n ---. 89.32 --- -..�----__ Ci � �, I M.B. 119 ._... . (289,3 9 -..._ .,� �° I R 2 — R S 2 9 7 0 z .� `— --�., 20 70 319 R2) `` -.�. ... _. M M rn(R3)— DOC. NO. 2017 0318935% -_... 5 R2 289.32 (289.33 R) I_._, 406.48 (406.509R2) Z Lo I ~ `' `-~- --- N56'02'03"E(N56'0'00"E R2)(695.831� o 7 695.80 R2) � I INDIANA N' AVENUE I Z N' ( N M 0 i _NEM H _ ^ CIRCLE u LINE BEARING DISTANCE L1 N67.34 04 E N67.34 04 E R2 37.661 37.78 R2 L2 N56'00 53 E N6734 04 E R2 78.69 78.70 R2 13 N33'56 55 N33'57 19 R1 1 102.05 CURVE TABLE CURVE DELTA RADIUS LENGTH Cl 11'31'59" (1(11'32'00"R2) R= 2864.94' (M & R2) 576.68' (576.70' R2) C2 00'52'01 " (00'51'50" R2) R=- 2814.94' (M & R2) 42.59' (42.44' R2) M z r z 0 RIV CO 19111 N N n M n 8 z 0 RIV CO 19111