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rs160_066SHEET 1 OF 1 SHEET IN THE CITY OF CALIMESA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA STATEMENT OF PURPOSE: SCALE: 1 " = 400 LAND THE PURPOSE OF THIS SURVEY IS TO CONFORM TO THE REQUIREMENTS OF SECTION 8762 (b)(5) OF THE PROFESSIONAL LAND SURVEYORS ACT, SURVEYORS'STATEMENTRECORD 0 F SURVE 41 i TO ESTABLISH THE BOUNDARIES OF INSTRUMENT NO. 2019_ 00 22 , THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN �C.� O 2020--0485995, AND 2021-0414240 OF OFFICIAL RECORDS OF RIVERSIDE CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS ACT AT THE .,, JERALD E. COUNTY, STATE OF CALIFORNIA. R QUEST OF ASPIRE HOMES, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY IN APRIL, 2022. ANHORN JR. BEING A SURVEY OF A PORTION OF GOVERNMENT LOTS 9 AND 14 OF FRACTIONAL SECTION 24, leo 2 S A PORTION OF LOTS 62 THROUGH 71 AND LOTS 77 THROUGH 82 p( DATE. �k * OF BLOCK 4 OF KADOTA CITY F#G GROVES SUBDIV#S#ON, EXE LD E. ANHOI N, LS 7159 N0. 7159 RATION DATE 12 31 /23 A PORTION OF THE SE QUARTER OF THE NE QUARTER OF SECTION 25, U NTY SURVEYOR'S NOTE�q ���' AND THE SW QUARTER OF SECTION 19, TOWNSHIP 2S. RANGE 1W, 9 T�1Fti� SAN BERNARDINO BASE AND MERIDIAN, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA --- - mmmmff1llllllll� THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF THIS RECORD OF SURVEY �F CAL THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE PBLA SURVEYING, INC. APRIL 2022 JERALD E. ANHORN, PLS 7159 W 1/4 COR. SUBDIVISION MAP ACT, DIVISION 2 (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE. SEC. 19 T2S, R1 THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE BUILDABLE PARCEL(S). NE COR. OF DETAIL A D ETA I L B M GOVERNMENT LOT 9 . . ...... �� N13'S21 ao Cq M DAVID McMILLAN, COUNTY SURVEYOR FS • -�� ' �; v L.S. 8488 EXP. 12-31-24 Cq �- o101111 COUNTY SURVEYORS STATEMENT: i N yap , oN �,.. � �L 4 � 1.�1 ,� 271g •58 � rn N ACCORDANCE WITH SECTION 8766 OF THE S 0� 4 2J 1 PAR4 -4: �CIIIN AC THIS MAP HAS BEEN EXAMINED ..`�, �c � N PROFESS 0 AL LAND SURVEYORS' ACT THIS �l�... DAY OF , ' ' 2S SHF rN� 6/4y�� SOUTH LINE OFz!3 .- S S�� BLOCK 4 & 2023. No. 8488 �s N ' �,l �oA / Nj10Exp. 12/31/24 N0033"W 2 0 0.00 41 h ` (HELD PER R2)DAVID McM�LAN, COUNTY SURVEYOR 4 p�p L.S. 8488 EXP. 12-31-24Cj '° F� R 9�� % OF C *--jo Q � I LS CALE. 1 - 10 `1 ��� �`� �'S N55'21'32"E 0.45' IllCV MONUMENT NOTES: W VI Q � I (NOT TO SCALE) 2 12 w INDICATES FOUND MONUMENTS AS NOTED. -3PAR3 LO LO I 0 INDICATES SET 1" IRON PIPE TAGGED "PLS 7159", FLUSH IN GROUND. o " OWN 1.0' IN WELL ACCEPTED AS THE BC I o� �• ��1 ,...,I w 1 FOUND 2 BRASS DISK, CAL DIV. OF HWY.", D © ° © Q 4 �. M OF CALIMESA BLVD. PER R12. ( ,o PORa OF SE �1A aF �, �`�' o I rC'i THE HE 1A OF SECo 25 2 FOUND 1 X 2 HUB, DOWN 2.3 IN DIRT, NO REF., MONUMENT IS S20 34 43 E 2.97 FROM ^� ,�►�'� C) Z PROP. CORN ER. SET 1 " IRON PIPE TAGGED "PLS 7159". �• L0 50� �'A PORa LOT 9 A 14 M 3 FOUND 1 " IRON PIPE, OPEN, UP 0.3 IN DIRT, NO REF., ACCEPTED AS AN ANGLE POINT ON �`•�,� 4 '� � I THE SOUTHEASTERLY LINE OF D1. j '� OF Fmc. SEC. 24LID ? � 4 FOUND 2" IRON PIPE TAGGED, "RCE 7304", FLUSH IN CONC, ACCEPTED AS AN ANGLE POINT �`� �` �� WEST UNE OF DEED GRANT ! � I� ON THE SOUTHEASTERLY LINE OF D1 , PER R3 & R5. 19 ,�,. 1r6>. INST. NO. 2020-0485995 SW 1/4 SECTION 19 5 FOUND 3/4" IRON PIPE TAGGED, "RCE 862", UP 0.2' IN DIRT, ACCEPTED AS AN ANGLE "� ��9 `''� �,�,...n..,13 REC. 10%0920, O.R. I POINT ON THE EASTERLY LINE OF D1 PER R3 & R5. s�' w 10�p I 6 FOUND 2 IRON PIPE TAGGED RCE 7304 DOWN 05p IN DIRT ACCEPTED AS THE SOUTH .0.� r, -�l �6�• .24a3-oo7sl81 OR,'G�na RECORDER'S STATEMENT FILED THIS DAY OF _ 20 �1,� AT ek IN BOOK �.�.,a RECORDS OF SURVEY, AT PAGE - [r� • AT THE REQUEST OF THE COUNTY SURVEYOR. - 0 FEE C PETER Al DANA, COUNTY ASSESSOR -CLERK RECORDER N8816'05"W 2860.52' 2860.05' CALC'D PER R7 NORTH LINE OF SW 1/4 SECTION 19 �IT � II )'=ii OF NJ��o U ems/ 11 0 2 sag Ra I X71109 SOBOBOMC, GRANT DEED INST. N0. 2021-0414240 REC. 07/09/21, O.R. t , t 1/4 CORNER OF SECTION 19 PER R1 1. o 0 j6�8� 24 19 N37'58'S4"E 4.81 ` o �1ts �` 25 30 014.0019 / 161. (NOT TO SCALE) 15 NE COR. BLOCK 4 " tt » t Z I » ,_ � 16� . R '�5' # SW COR. 7 FOUND 1 IRON PIPE TAGGED, RCE 6394 , UP 0.3 IN DIRT, ACCEPTED AS A POINT ON SCALE. 1 -- 80 0 �) Q LINE PER R4. __.. 41 � __.. J l I SEC. 19 TI R1 W 16 N89 38 38 W 28fifi 63 12866 55 R3 8 FOUND 2" IRON PIPE WITH ALUMINUM CAP, ILLEGIBLE, DOWN 2.0' DIRT, ACCEPTED AS THE MAPPING ANGLE AT 10 CENTER 1/4 CORNER OF SECTION 19 PER R4 & R7. RECORD REFERENCES gs� Dov „ 9 FOUND 1 IRON PIPE, NO TAG, ACCEPTED AS THE WEST 1/4 CORNER OF SECTION 19 AND R1 R2 KADOTA CITY FIG GROVES, M.B. 13/47--56 P.M. 120/46-47 PARCEL MAP N0. 14908 P SEE DETAIL 0 �° 8' qIA 9 .41 ALSO AS THE NORTHEAST CORNER OF GOVERNMENT LOT 9 PER R2 & R7. R3 �-- RECORD OF SURVEY, R.S. 85/92 �` B HEREON „ tt » 10 FOUND 1 IRON PIPE TAGGED, LS 4230 , UP 0.3 IN DIRT, MONUMENT IS N24 45 28 E R4 R5 RECORD OF SURVEY, R.S. 99/97 � PARCEL MAP N0. 36564, P.M. 252/57-65-�- -- -maim-� r � N� 6'07'19 SOUTHEASTERLY LINE OF 0.38 FROM THE SOUTHEAST CORNER OF PARCEL 4 PER R2. R6 PARCEL MAP NO. 6528, P.M. 23/57--58 � 23 PARCEL 1 & 2 OF R9 C 1/4 COR. SEC. 19 T2S, R1 W Ot 100 W a- 0 J U w ot o 0 to w co 0 L 4v U CV ca co coo C* EAST UNE OF SW 1/4 SECTION 19 S 1/4 COR. SEC. 19 T2S, R1 W 1002.25' 567.61' (564.55' D1 1296.78' N89`38'38"W 1569.86' , o� (1569.81' R3) 24 (1296.74' R3) SOUTH LINE OF •h�'h� {1296.72' R5) SW 1/4 SECTION 19 i7 � W © N O o� R7 RECORD OF SURVEY R.S. 72 56 C) ONLY FOR THE / o 11 FOUND 1/2 IRON PIPE, OPEN, FLUSH IN DIRT, ACCEPTED AS LINE ON Co R8 RECORD OF SURVEY, R.S. 7/41 �9 QO z SOUTHEASTERLY LINE OF PARCEL 3 PER R2. O 9 PARCEL MAP NO. 9993 P.M. 54 86--88122 o R � / � » ON PIPE TAGGED LS 4230 FLUSH IN DIRT ACCEPTED AS ANGLE POINT R10 CALTRANS R/W MAP, RIV. CO. MAP 204-272 Q d 12 FOUND 1 IRON , , L ,_„ PARCEL 3 PER R2 AND AS AN ANGLE POINT ON THE R11 CORNER RECORD, 10 1027 6ti o ON THE SOUTHEASTERLY LINE OF / � p`� �j _ , " NORTHWESTERLY LINE OF D2. R12 CALTRANS R W MAP, RIV. CO. MAP 204 271 76 47 Q6 W N / o E D IN N2019-0092241 N D 1 GRANT D E , ST. 0. 6� 184.42 Q » IRT ACCEPTED AS THE SOUTHERLY LOT CORNER ��S 13 FOUND 1 IRON PIPE, NO TAG, FLUSH IN REC. 03/20/2019 O.R. � (HELD PER D1} PER R2. D2 GRANT DEED, INST. N0. 2020--0485995 /� IM �1 REC. 10/09/2020 O.R. 4' �' o N -- T S 2851 UP 0.4 IN DIRT ACCEPTED AS THE _ 1 SEE DETAIL , � �� � 14 FOUND 1 1 /2 IRON PIPE TAGGED, L , D3 GRANT DEED, INST. NO. 2021 0414240 % t\'� SOUTHEAST CORNER OF SECTION 24, PER R2, R39 & R9. REC. 07/09/2021 O.R. A HEREON �s t'� , » ,t s ti �� o o I 15 FOUND 2 IRON PIPE TAGGED, RE 1921 , NO REF., FLUSH IN DIRT, ACCEPTED AS LINE •p , �cp• �. o o `Z 1 � • o � , ESTAB. B Y o� �C. p ONLY FOR THE NORTHWESTERLY LINE OF D1. 6' � � S o Popp, � �� ;5 c�9� �s3 RECORD DISTANCE �� �� • .0'S� ` X00 BASIS OF BEARINGS i I �� �� aA SEE DETAIL A 16 FOUND 3/4" IRON PIPE W/PLUG, ILLEGIBLE, NO REF., DOWN 1.0' IN DIRT, ACCEPTED AS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE THE MOST NORTHWEST CORNER OF D1. � .� S� , 2 SYSTEM OF 1983 (CCS83) ZONE VI, RELATIVE TO THE NORTH AMERICAN DATUM 'S7 to „ „ OF 1983 (NAD83) BASED LOCALLY ON CONTINUOUS GPS STATIONS (CGPS) �` 3 17 FOUND 2 IRON PIPE TAGGED, RE 1921", NO REF., FLUSH IN DIRT, ACCEPTED AS AN REFERRED TO AS "P584" AND "CRFP" THE BEARING BEING NORTH 39'40'49" Rol ��� I r I ' 7"E ANGLE POINT ON THE NORTHWESTERLY LINE OF D1. R E (� J N6/. N$3131 WEST, BASED ON POSITIONS PUBLISHED IN THE CALIFORNIA SPATIAL REFERENCE { ��5�� 7$7,53' 4 CENTER. �3� , !y788.69 D1) 18 FOUND T --BAR, NO CAP, DOWN 0.3 IN DIRT, ACCEPTED AS A POINT ON THE WEST LINE OF 8 N THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 25 PER R6 & R10. „ » 18 / �8 �, / / CONTINUOUS GPS STATIONS P584 L ........ ._ ......1 N �'S, ,��' » NORTHING: 2,269,136.47 011 w s/4�r`O p e 181 19 FOUND 1 IRON PIPE TAGGED, RCE 8591". UP 0.2 IN DIRT, ACCEPTED AS A POINT ON FASTING: 6,348,737.60 � S��j�i /J 'S2' THE WEST LINE OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1 4 OF SECTION 25 PER R6. w / c� rnw 00 rn Aj6 „ CONTINUOUS GP$ STATIONS "CRFP" ^ ��9'{ N6/ 20 FOUND RAILROAD SPIKE STAMPED, "RCE 8591 , FLUSH IN CONC., ACCEPTED AS A POINT ON NORTHING: 2,322,764.90 pama 0 �, 11631 �5��THE WEST LINE OF THE SOUTHEAST 1 4 OF THE NORTHEAST 1 4 OF SECTION 25 PER R6. EASTING: 6,304,245.39 23/ 1-58 J N'OF BLOCK 4 //4- WEST LINE OF �3 " w Q SE 1/4 OF THE NE `�� 21 FOUND 2 IRON PIPE, OPEN, DOWN 0.3 IN DIRT, ACCEPTED AS THE SOUTHERLY CORNER 1?AjUM STA�MENT o / OF BLOCK 4 PER R1. THE COORDINATES SHOWN HEREON ARE BASED ON THE CALIFORNIA COORDINATE a; z 1 /4, OF SECTION 25 lJ SYSTEM OF 1983 (CCS83) ZONE VI, RELATIVE TO THE NORTH AMERICAN DATUM �. 19 GRAPHIC S 22 FOUND 1 IRON PIPE, OPEN, FLUSH IN CONC., ACCEPTED AS AN ANGLE POINT ON THE OF 1983 (2017.50 EPOCH) SOUTHERLY LINE OF BLOCK 3 PER R1. N00'09'42"W 62.21' 0 200 goo 800 22 ALL DISTANCES SHOWN ARE GROUND, UNLESS OTHERWISE NOTED. TO OBTAIN 20 (62.64' R6) 23 FOUND 1 " IRON PIPE, ILLEGIBLE, FLUSH IN CONC., PER R9. GRID, MULTIPLY GROUND DISTANCE BY A COMBINATION FACTOR OF 0.9999052163 24 FOUND 3/4" IRON PIPE TAGGED "RCE 20300", UP 0.1' IN DIRT, ACCEPTED AS THE MAPPING ANGLE: -00'25'51.78" AT POINT NO. 10 1 inch - 400 ft. NORTHEAST CORNER OF BLOCK 4 PER R1 & R11. GPS CONTROL DIAGRAM pzz C� Cry CRFP CGPS MAPPING ANGLE AT 10 o (-)00'25151.78f1 0 N58'2558"W c°Ca 3341.24' (GROUND) z\ 0, J 0& \\ \ (CGPS). NOT TO SCALE P584 RIV CO 22--086