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Existing Record of SurveyRecord of Survey / Lot Line Adjustmen 1,z:Z 6-1 '2 j147, /fG710 FOUND ALUMINUM CAP S.27Q. W1/4 CORNER SECTION 26 1 S.26 T.4N., RAW., B.M. CP&F INSTR. No. 112026997 S88058'52"E 30' McMULLEN 25.00' LATERAL EASEMENT o S88058'52"E - NC A ' m i 5.00, PLS 4431 ; N •NC S88°58'52"E 296.55' / I "------ 277.98' r I LPOB - "B" PARCEL "B" LLA coAREA:±27,721 SQ.FT. 100 I (±0.636 AC) L18 L15� I � SituatedPrime Desert Properties, LL.0 L9-)eing a portion of Block 12 of the Amended Plat of Verona Subdivision No. 4 in a portion 1 of 1 Township 41 North,t it City of 1AdaCounty, Idaho 1 19 4 BRIDGETOWER OA LLC VERONA SUBDIVISION NO. 2 NC - - ---*N_.0 3' ACHD EASEMENT POB . "A" - W'-11ILANO DR. N. CORTONA WAY _- �- �_ - IL k S88 5852 E - + - y 0._®IL� 74.70' -NC 9NC- _- S82°03 5 E 321.73 = - IL `X _ _ °' ' PLS 4431�- L16 ) 30' IVlcMULLEN LATERAL EASEMENT I I POB - C 89° S56'00"W 136.27' .co —I PARCEL "C" O° I AREA:± 22,250 SQ.FT. - ( (±0.511 AC) LLA _ POB - ��D�� S89056'00"W 297.75' I CITY OF MERIDIAN WATER EASEMENT 60 C'7 I PARCEL II " AREA:±56,937 SQ.FT._o-- I 0 z I T LLA I POB ."E" S89056'00"W 299.16' ,. , AREA:±57,576 SQ.FT. �- LLA (±1.322 AC) 00 �0 I I CITY OF MERIDIAN SEWER. AND WATER EASEMENT I - � C7 30 ® N88059'10"W 303.41' �. 25' LANDSCAPE BUFFER, —z PRESSURIZED IRRIGATION & ACHD SIDEWALK EASEMENT bo LLACID \ \� VERONA SUBDIVISION NO. 2 LO IN \ \ NOT A PART \ \ \� aLLA PLS 4431 I • �• IL 0 0 I I LLA PARCEL "All I ` I� "3WC — o AREA: ±285,879 SQ.FT. I • 6' • (±6.563 AC.) PLS 4431 j 1 I IL IL PLS 4431 T I LLA I LED r Y com r� LLA W. TURIN CT_ W 4 BRIDGEfOWER OA LLC o i \ 30' McMULLEN AMENDED PLAT OF N \ LATERAL EASEMENT VERONA SUBDIVISION N0. 4 I ��--—————— — — — — - - IL L6 C4 06 <S PARrF:1 "F" C9 AREA:±52,442 SQ.FT. BLOCK 12 L o _ _ — PLS 4431 IL 3 BRIDGETOWER OA LLC --34.40' 106.70' CDI ' (±1.204 AC) LLA NOT A PART w 4870 N TEN MILE RD. o JACKSONS FOOD STORES INC = PARCEL °C" N I o 12 w ' AREA:±38,131 SQ.FT. w z, I ED (±0.875 AC) o 0 CD Cal o I o z ACHD STORM DRAINAGE EASEMENT z U � i 8 0 ACHD STORM �- o L1 20' CITY OF MERIDIAN o DRA NAGE EASEMENT �F-�-- ---- - ° �- - - -'I` WATER EASEMENT POB - "F" POB - "G" o - - - - <9� I i I--- ---- _ z — — — — — -I N 46.4' �__ _PL8I 00 R�in� 45.5' 329.99_._,_ 59.04' - 172.19--- -T---------)- - -• L7 �!•, • - • _ 158.5T _ S.27k. S.26 - - 33.8- - o - ,� N01 ° E 33.275000 S88030125"E 689.67' I � f� - _ _ 709.56 S.34 S 35 S88058'52"E 2602.82_' - - FOUND ALUMINUM CAP (BASIS OF BEARING) SW CORNER SECTION 26 W. McMILLAN RD. T.4N., RAW., B.M. CP&F INSTR. No. 2016-064167 ' \ NOT A PART J PLS443IX IL N N89035'57"E 117.34' • NC z 5' PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE EASEMENT V v' 1 O' LANDSCAPE BUFFER AND PUBLIC UTILITIES, IRRIGATION "'\\ N90000'00"E 458.40' AND LOT DRAINAGE EASEMENT �164.29' 187.41' C8 _ NC " 1- • C14 cc �- LLA V�- LLA L11� NC NC 3'WC PARCEL "H"OR N PARCEL "J" � PLS 4431 AREA:±42 010 SQ.FT. AREA: ±42 640 SQ.FT. • NC (±0.964 AC) o (±0.979 AC) C13T�� 1 z I �• NC 3' ACHD SIDEWALK EASEMENT 25' LANDSCAPE BUFFER, PRESSURIZED IRRIGATION & L12- �E--i ACHD SIDEWALK EASEMENT NOT A PART II I v - - - - S88030'25"E 136.02' L13 • NC 164.34' 29.60' -' 105.92' 15 T� ' Hwv +P �' � -`-28�.1-' -S.26 OB ill 1163.28' POB - "FillP� --)/::- S.35 FOUND BRASS CAP 31/4 CORNER SECTION 26 T.4N., RAW., B.M. CP&F INSTR. No. 113099207 sm a �G �C 0 80' 160, SCALE: 1" = 80' R/W LLA FOUND BRASS CAP MONUMENT FOUND ALUMINUM CAP MONUMENT FOUND 5/8" REBAR "PLS 7876", OR AS SHOWN FOUND 1/2" REBAR "PLS 7876", OR AS SHOWN SET 5/8"x24" REBAR WITH PLASTIC CAP, "PLS 13550" SET 1-1/4" COPPER DISC W/MAGNET, "TLG PLS 13550" CALCULATED POINT, NOTHING FOUND OR SET LOT NUMBER, AMENDED PLAT OF VERONA SUBDIVISION No. 4 LOT NUMBER, VERONA SUBDIVISION No. 2 ILLEGIBLE CAP WITNESS CORNER NEW PARCEL BOUNDARY LINE ADJACENT LOT LINE LOT LINE TO BE ADJUSTED TIE LINE SECTION LINE ROADWAY CENTERLINE EASEMENT LINE RIGHT-OF-WAY LINE LOT LINE TO BE ADJUSTED 1. SEE SHEET 2 FOR CERTIFICATIONS AND LINE/CURVE TABLES. 2. CURRENT ZONING OF THE PARCELS SHOWN HEREON IS C-G. R1. AMENDED PLAT OF VERONA SUBDIVISION NO. 4, BOOK 102 OF PLATS AT PAGE 13476, ADA COUNTY RECORDS. R2. VERONA SUBDIVISION NO. 2, BOOK 91 OF PLATS AT PAGE 10743, ADA COUNTY RECORDS. Survey Narrative: THE PURPOSE OF THIS RECORD OF SURVEY IS TO ADJUST AND CONSOLIDATE THE LOT LINES IN BLOCK 12 OF THE AMENDED PLAT OF VERONA SUBDIVISION NO. 4. FOUND MONUMENTS AT THE SOUTHWEST CORNER OF SECTION 26, THE WEST QUARTER CORNER OF SECTION 26 AND THE SOUTH QUARTER CORNER OF SECTION 26 WERE HELD FOR BEARING AND DISTANCE AS WELL AS FOUND MONUMENTS IN BLOCK 12, AS SHOWN HEREON. V•lcpxC '"``4 TH Illir LANIND j olu im.,M4 ll 462 East Shore Drive, Suite 100 Eagle,10 83616 INDEX No.:414-26-3-0-0-102-13476 PN 119121 SHEET 1 OF 2 Record of Survey - Lot Line Adjustment / Consofidatio 2 or? , //6)Cd 615_' THIS IS TO CERTIFY THAT PRIME DESERT PROPERTIES, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY, IS THE OWNER OF THE PROPERTY DEPICTED ON THIS SURVEY AND THAT IT IS THEIR INTENTION TO INCLUDE SAID LAND IN THIS LOT LINE ADJUSTMENT/ LOT CONSOLIDATION. PRIME DESERT PROPERTIES, LLC BY: NAGARJUN RE D, YARAP ,MANAGER Acknowledgment: J STATE OF t 1°n p a COUNTY OF _ 4 n Q.�' r "l f in ON i I / _/ 1 J BEFORE ME, _4ndI~' -a- Month Day Year Name and Title of Officer PERSONALLY APPEARED WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S'ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT/ SHE / THEY EXECUTED THE SAME IN 0HER / THEIR AUTHORIZED CAPACITY(IES), AND THAT BYco HER / THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND AND OFFICIAL SEAL. SIGNATURE OF NOTAI �LIC ANDREA BELL NotaryPublic- California Z Z _ San Bemardino County Commission # 9159624 My Comm. Expires Jul 11. 2020 (SEAL) •one Table LINE BEARING LENGTH L1 S89 38 44 E 30.00 L2 S88058'52"E 18.57' L3 S00021'16"W 60.32' L4 S00021'16"W 60.17' L5 N60000'06"W 66.00' L6 N88059'10"W 48.40' L7 881 °23'31 "E 88.81, L8 S88°30'25"E 109.83' L9 349033'38"E 57.02' L10 N01000'50"E 48.90' L11 S01000'23"W 18.37' L12 S01 °00'23"W 80.84' L13 S46°00'46"W 10.20' L14 S46000'46"W 42.08' L15 S00004'00"E 9.17' L16 N89007'12"W 79,46' L17 N00004'00"W 22.71' L18 S89056'00"W 81,38' L19 N00°21'22"E 30.01' �1 • 1t 1 1 � J 1 if City of Meridian,1 1 Idaho 210119 Curve Table CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH Cl 220.09' 153.00' 8202514" S40051'19"E 201.60' C2 107.98' 273.00'. 22039'43" S20053'46"E 107.28' 03 43.98' 84.00' 29059'54" S75000'03"E 43.48' C4 58.68' 116.00' 28059'04" N74029'38"W 58.06' 05 29.49' 19.00, 88055'10" N44031'35"W 26.62' 06 17.36' 19.00, 52021'43" N62°48'18"W 16.77' C7 12.12' 19.00, 36033'27" N18020'43"W 11.92' 08 31.20' 273.00' 6032'57" S06017'27"E 31,19' C9 27.22' 84.00' 18033'53" S69017'03"E 27.10' C10 16.76' 84.00' 11026'01" 384017'00"E 16.73' C11 19.16' 273.00' 4001'19" SOIOOO'18"E 19.16' C12 36.25' 93.00' 22019'57" S1201020"W 36.02' C13 41.70' 107,00' 22019'52" S12010'20"W 41.44' C14 50.37' 273.00' 10'34'16" S04016'47"E 50.30' Certificate of Surveyor: I, MICHAEL S. FEMENIA, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF IDAHO, AND THAT THIS MAP HAS BEEN PREPARED FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY SUPERVISION, AND THAT THIS MAP IS AN ACCURATE REPRESENTATION OF SAID SURVEY. am STATE OF IDAH_O ) ) SS COUNTY OF ADA I HEREBY CERTIFY THAT THIS PLAT WAS FILED AT THE REQUEST OF i` 11 G L '�� I mo✓ yUCJ _ AT MINUTES PAST O'CLOCK M. THIS (� DAY OF ✓ 4/, 2019, IN MY OFFICE AND WAS DUL RECORDED. DEf3 Y EX-OFFICIO RECORDER � U ifFEE e�`� ' ���'"y► T H E �r LA, � err R G 0lu 462 East Shore Drive, Suite 100 Eagle, ID 83616 INDEX No.:414-26-3-0-0-102-13476 PN 119121 SHEET 2 OF 2