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rs150_029IN THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE., STATE OF CALIFORNIA SHEET 1 OF 1 SHEET RECORDOF SURVEY RECORDERSST47EMENT BE/NG ALL OF LOT LINE ADJUSTMENT NO. 1035 /CERTIFICATE OF COMPLIANCE, RECORDED SEPTEMBER 20, 2016 AS DOCUMENT N0. 2016-0407011, O.R. RECORDS OF RIVERSIDE COUNTY, CALIFORNIA., LYING IN SECTION 31, TOWNSHIP 3 SOUTH, RANGE 3 WEST, SAN BERNARD/NO BASE AND MERIDIAN HUIIT~ZOLIARS DAVID W. MA CKEY, P.L.S. 8972 DA TF OF SURVEY MA Y, 2017 STATEMENT OF PURPOSE THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THE BOUNDARY OF THE LAND DESCRIBED /N LOT LINE ADJUSTMENT NO. 1035 /CERTIFICATE OF COMPLIANCE, RECORDED SEPTEMBER 20, 2016 AS DOCUMENT N0. 2016-0407011, O.R., TO SA T/SFY SEC770N 8762(6)(4)(5) OF THE STATE OF CALIFORNIA BUS/NESS AND PROFESSIONS CODE (PROFESSIONAL LAND SURVE'YORS' ACT). BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 6, NORTH AMERICAN DATUM 1983 (NAD8J).. AS DETERMINED LOCALLY BY THE LINE BETWEEN CORS STATIONS PPBF AND MLFP,BOTH AS PUBLISHED BY THE CALIFORNIA SPA TIAL REFERENCE CENTER, BEING NORTH 53 °20'18" WEST DATUM STATEMENT COOR/NATES SHOWN HEREON ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS8J),, ZONE 6, 1983 NAD (EPOCH 2011.00). ALL DISTANCES SHOWN ARE GROUND, UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES, MUL T/PL Y GROUND DISTANCES BY A COMB/NATION FACTOR OF 0.999930666 (COMB/NATION FACTOR IS PROJECT SPEC/FIC). CALCULATIONS BASED ON A MONUMENT FOUND AT THE INTERSECTION OF /ND/AN STREET AND OLEANDER AVENUE (VACATED) W/ TH COORDINATES OF: N=2257635.590 E= 6262699.332 USING AN ELEVATION OF 1473.59 FEET (NAI/D88), FOR ACOMB/NATION FACTOR OF 0.999930666 AND A CONVERGENCE ANGLE OF (—) 00' 32' 28.1 " REFERENCES [ R 1 PARCEL MAP N0. 35150, P.M.B. 226/54-57 R2 ) RIVERSIDE ALFALFA ACRES, M. M. 8/21 < R3 > RECORD OF SURVEY 129/85-93 « R4 » RECORD OF SURVEY 124/69-87 MLFP N=2279468.271 E= 6237667.959 s 4P \'o Ir qsi a_\ �s G's �- ` �O \0&, TO PPBF SCALE IN FEET 0 100 200 400 600 SCALE: 1 " = 200' SURVEYOR'S STATEMENT FILED THIS _].,Lf�a DA Y__�, 2018 AT _�AM. IN BOOK JTo__qREy,0&,RDSDS OF SUR I/EY, A T PAGE _cZ _, A T THE REQUEST OF THE COUNTY SURVEYOR. NO.0 DIqla I I---- FEE_&T q PETER ALDANA, ASSES —COON CLERK—RECORDER BY DEPUTY THIS MAP CORREC TL Y REPRESEN TS A SUR VEY MADE B Y ME OR UNDER M Y DIREC TION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' A C T A T THE REQUEST OF SRG A CQUISI TION, LL C IN MARCH 20 r7. 8 CL� DA WD W. MA CKEY, P. L. S. 8912 DA TE EXPIRA TION DA TE: 09 30 2018 * NO. 8912 OF CjtOF COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS DAY OF MhY 2018. jjjjj yr3r c. DA L. MCMILLAN, COUNTY SURVEYOR`.F=, EXPIRES L. S. 8488 12-31-2018 Eill `P� meter- ' MONUMENT NO 7ESry- • INDICATES FOUND MONUMENT AS NOTED INDICATES CON TINUOUSL Y OPERA TING REFERENCE S TA TION (CORS) 0 INDICA TES SET SPIKE & WASHER STAMPED "LS 8912" O INDICA TES SET r" IRON PIPE & TAG STAMPED "LS 8912" o FOUND GEAR SPIKE & WASHER STAMPED i! 2 v QS �g - " / /1\ FOUND GEAR SPIKE & WASHER STAMPED i! ' N89 °30'29 "W 5,356.6X* « 5 356.30' >> [[VV•_ /' IS 5411ii ACCEPTED AS CENTERLINEo 1, 395.87' « 1, 395.71 >> AND INDIAN STREET PER CORNER z '' 1, 320.35' << 1, 320.20' >> ... 716.22' 716.25' ' INTERSECTION OF NANDINA A VENUE AND 2, 640.41 ' «2, 640.39» f 2a\ HEACOCK STREET PER CR 13-0156 NPLY LINE FOUND WELL MONUMENT WITH ACCEPTED AS CENTERLINEcfla CONVERGENCE ANGLE AT CENTERLINE INTERSECTION OF INDIAN STREET AND OLEANDER AVENUE (VACATED) _ (—) 00 32'28.1 " vo� rnoi qj NANDINA AVENUE qE NANDINA AVENUE r NOl 74243"E ' N89 °30'29 "W 5,356.6X* « 5 356.30' >> 29-45 -' [29.34 J IN TERSEC TION NANDINA AVENUE 1, 395.87' « 1, 395.71 >> AND INDIAN STREET PER CORNER '' 1, 320.35' << 1, 320.20' >> ... 716.22' 716.25' ' J 2, 640.41 ' «2, 640.39» f FOUND 3/4 ON PIPE. . [2, « 2, 715.91 CAL C. PER R4 >> NPLY LINE FOUND WELL MONUMENT WITH ACCEPTED AS CENTERLINEcfla INTERSECTION NANDINA o + LOT 19 CENTER OF SECTION 31, 1 IRON PIPE & PLASTIC '"� N ' € - CeP g£°� SFN, ESTABLISHED B Y� ! T. 3S, R. 3W, AND NE L Y PLUG, ILLEGIBLE, DOWN 0.3 ACCEPTED AS MONUMENT PER '� "� PROPORTION PER R2 �' CORNER LOT 19, ESTABLISHED BY INTERSECTION RS 124/69-81 SFN, ESTABLISHED BY v "W PROPORTION PER R2 --� SFN, ESTABLISHED B Y _18.71 ' N89 °30'46 2, 738.96' V-- 1, 320.25 PROPOR TION PER R2 SEE 1, 290.25' FOUND 1" IRON PIPE W/ PLASTIC DETAIL A PLUG STAMPED IS 4724" PER t RIGHT RS 124/69-81, DISTURBED AND 30'--�- • �o ^ ^ LEANING AT 45;S72 °3726 "E w o ^ w ` O 0 0.63! FROM N W CORNER OF LOTirkS T £4 moo) cl co 27, BLOCK 1, R2, ESTABLISHED T w N v ao co c° N W CORNER OF LOT 27 B Y 3 , } "� v cVw v INTERSECTION. SET 1" IRON PIPE-_� va o �o -� WI TH TAG IS 8912" A T p3s� �� ° N89 30'50"W o CAL CULA TED POST T/ON 14.00' [^ cli ;x , b Epi rs � _I L7 b� n•p_S 'h, .�.a .a Ww } 4 � to o a sm FOUND 2" IRON PIPE AND TAGYa o w STAMPED IS 4343" PER RS w� N V N 124-169-81. FLUSH, N63 50 53 E 0.28 0 O SEE FROM SW CORNER OF LOT 27, BLOCK 1 V DETAIL 'B' (R2), ESTABLISHED SW CORNER OF 44' RIGHT LOT 27 BY PROPOR T/ON PER R2 W _ 1,276.20' 1, 430.14' 1, 320.20' (�1 � N89 °30'54 "W 2, 750.34' � SFN, ESTABLISHED BY SFN, ESTABLISHED BY PROPORTION PER R2 �� PROPORTION PER R2 00w co (6 co FOUND 2" BRASS DISC STAMPED AS SHOWN BELOW PER RS 129/85-93, ACCEPTED AS CENTERLINE INTERSECTION SFN, ESTABLISHED BY MORENO VALLEY OF INDIAN STREET AND PROPORTION PER R2 CITY LIMITS OLEANDER A VENUE (VA CA TED � FOUND 3.5" ALUM/NUM CAP STAMPED AS SHOWN BELOW PER 1, 441.56' « 1, 441.66' » ° � 1, 320.15' « 1, 320.25' » �0Z N89 31 02 W 2, 761.71 «2, 761.91 CALC. PER R4» OLEANDER AVENUE''"" RS 124/69-81, ACCEPTED AS PERRIS CITY LIMITS (VA CA TED) CENTERLINE INTERSECTION OF �R R E S E��, o � = �� � .� � ,_ � � �{ v � � � � eta • F 0 OD coy HA E COCK STREET AND ��• g 20 6 6 J-yA �J' 0 OLEANDER AVENUE (VACATED) � T3S C � � R4W R3W T3S S36 S31 1 /4 S31 R3W S1 S6 S6 T4S T4q %cepts CD RPS �a`MSON�� FOUND WELL MONUMENT W/ TH 2" .BRASS DISK, ILLEGIBLE, DOWN 0.4 , ACCEPTED AS CENTERLINE IN TERSEC TION NANDINA AVENUE Q AND INDIAN STREET PER CORNER RECORD 13- 0252 J 2, 640.41 ' «2, 640.39» FOUND 3/4 ON PIPE. ILLEGIBLE, DOWN 2.35 ; W ACCEPTED AS CENTERLINEcfla INTERSECTION NANDINA AVENUE AND PERRIS BLVD. PER RS 124/69-81 GROVE VIEW ROAD o 0 Nw x�' P:fi sIRV/ !)�O _ €z � � co Q°30'46 "W 2.738.96 —► V-1, 418.71 ' 1, 320.25'—�- •o I cp Z OC. p w w co w� S72 °3726 "E w V coo 0.63' L (or 97/_ V.7w $� �N co N �w DETAIL s s 0 w NOT TO SCALE 0 w O g Z N � a Cc,717_� 2"s r T__:�' ., 7 Iq IZ, X11 co N6350'53"E Nw 0.28' co �-1, 430.14 1, 320.20'-�- �, N89'30'54 "W.- 2, 750.34''—� �LK © c6 to i c`°o• (o o a 5L1;= L 0 :2, c 00 ` TO ML FP DETAIL 'B' s NOT TO SCALE � \ �Ost �q 0 110 G's 0c,p0 &ti F GRID J N=2257635.590 E= 6262699.332 PPBF N=2248987.119 E=6278618.571 RivCo 17119 R304806.01