HomeMy WebLinkAboutPZ - DA Legal Description 5awtooth Land Surveying, LLC
P: (208) 398-8 104 F: (208) 398-8 1 05
2030 5. Wa5hincgton Ave., Emmett, ID 83G 17
Newkirk No. 2 Boundary Description
BASIS OF BEARING IS S. 89°15'34" E., BETWEEN A FOUND ALUMINUM CAP PLS 14221 MARKING THE SW
CORNER OF SECTION 10 AND A FOUND ALUMINUM CAP PLS 14221 MARKING THE S1/4 CORNER OF SECTION 10,
BOTH IN TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN,ADA COUNTY, IDAHO.
A PARCEL OF LAND LOCATED IN THE E1/2 OF THE SW1/4 OF SECTION 10,T. 3 N., R. 1 W., B.M., CITY OF
MERIDIAN,ADA COUNTY, IDAHO MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT AN ALUMINUM CAP MARKING THE SOUTHWEST CORNER OF SAID SECTION 10;
THENCE N.0°32'39" E., COINCIDENT WITH THE EAST LINE OF SAID SW1/4, A DISTANCE OF 1437.26 FEET;
THENCE LEAVING SAID EAST LINE, N.89-27-21" W., 220.91 FEET TO NORTHWEST CORNER OF ENTRATA FARMS
SUBDIVISION NO. 2,AS SHOWN ON BOOK 118 OF PLATS, PAGES 18134-18137,ADA COUNTY RECORDS AND THE
SOUTHWESTERLY RIGHT OF WAY OF KENNEDY LATERAL, MARKED BY A 5/8" REBAR WITH NO CAP AND THE
POINT OF BEGINNING;
THENCE S.0°35'04" W., COINCIDENT WITH THE BOUNDARY OF SAID ENTRATA FARMS SUBDIVISION NO. 2,A
DISTANCE OF 965.20 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT;
THENCE 81.70 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 320.00 FEET,THROUGH A CENTRAL
ANGLE OF 14°37'40",SUBTENDED BY A CHORD BEARING N. 51°01'56" W., 81.48 FEET;
THENCE N. 58°20'46" W., 156.20 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT;
THENCE 76.42 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 280.00 FEET,THROUGH A CENTRAL
ANGLE OF 15°38'14", SUBTENDED BY A CHORD BEARING N. 50-31-39" W., 76.18 FEET;
THENCE N.42°42'32" W., 344.56 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT;
THENCE 70.04 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 320.00 FEET,THROUGH A CENTRAL
ANGLE OF 12'32'25", SUBTENDED BY A CHORD BEARING N.48-58-45" W., 69.90 FEET;
THENCE N. 13'05'35"W., 24.16 FEET;
THENCE N. 29'03'46" E., 64.56 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT;
THENCE 9.47 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 28.00 FEET,THROUGH A CENTRAL
ANGLE OF 19'22'44", SUBTENDED BY A CHORD BEARING N. 19°22'24" E., 9.43 FEET;
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THENCE N. 9*41'02" E., 61.15 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT;
THENCE 30.73 FEET ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 171.79 FEET,THROUGH A CENTRAL
ANGLE OF 10°14'59", SUBTENDED BY A CHORD BEARING N.4-28-32" E., 30.69 FEET;
THENCE N.45°35'04" E., 25.46 FEET;
THENCE N.0'35'04" E., 31.00 FEET;
THENCE N.44°24'56" W., 25.46 FEET;
THENCE N. 0°35'04" E., 270.50 FEET;
THENCE N. 89*24'56" W., 17.04 FEET;
THENCE N. 0*35'04" E., 97.88 FEETTO THE SOUTHERLY RIGHT OF WAY OF THE UNION PACIFIC RAILROAD;
THENCE S. 88°26'46" E., COINCIDENT WITH SAID SOUTHERLY RIGHT OF WAY, 204.68 FEET TO A 5/8" REBAR/CAP
PLS 11779 ON THE SOUTHWESTERLY RIGHT OF WAY OF THE KENNEDY LATERAL;
THENCE COINCIDENT WITH SAID SOUTHWESTERLY RIGHT OF WAY THE FOLLOWING FOUR(4)COURSES AND
DISTANCES:
THENCE S. 1'12'41" W., 31.04 FEET TO A 5/8" REBAR/CAP PLS 11779;
THENCE S. 88'22'37" E., 186.62 FEET TO A 5/8" REBAR/CAP PLS 11779;
THENCE S. 58°29'25" E., 133.89 FEET TO A 5/8" REBAR/CAP PLS 11779;
THENCE S.42*57'39" E., 25.93 FEET TO THE POINT OF BEGINNING "A".
TOGETHER WITH A PARCEL OF LAND LYING ON THE NORTHEASTERLY SIDE OF SAID KENNEDY LATERAL MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE AFOREMENTIONED POINT OF BEGINNING "A";
THENCE N.0°35'04" E., 66.38 FEET TO A 5/8" REBAR WITH CAP PLS 11779 ON SAID NORTHEASTERLY RIGHT OF
WAY AND THE POINT OF BEGINNING;
THENCE N. 58°29'25" W.,COINCIDENT WITH SAID RIGHT OF WAY, 100.61 FEET TO A 5/8" REBAR WITH CAP PLS
11779 ON SAID SOUTHERLY RAILROAD RIGHT OF WAY;
THENCE S. 88°26'46" E., COINCIDENT WITH SAID SOUTHERLY RAILROAD RIGHT OF WAY,86.32 FEET TO A 5/8"
REBAR WITH CAP PLS 11779;
THENCE S.0'35'04" W., 50.25 FEET TO THE POINT OF BEGINNING.
4. Crs
SAID PARCEL CONTAINS 10.127 ACRES MORE OR LESS. 11574 `' 7
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Page 12
UNION PACIFIC-RAILROAD - — C1/4CORNER _
PIS 11574 yy,100 p PINE AVE.
e,%
I —I S 88°2646',E 204.153_�L — S B8°2SW E 23Z2V _ 4 L1I � s 88°as a6^E 22a.86' "
I' y I J S-
37"EE I88.62' '447r. may*
S
L14 0E ZC� N
_ —I 1 L7 .- " oA? & G
_ _-_
I y I� n&PV2l"w W.Br —
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TOTAL 10.127 ACt
410
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SE114 SW114 J
SEC. 10
T.3 N., R 1 W., B.M.
PLS14221 I W1116 CORNER
9 SO 1320.31' 10 PLS 14.21 W. FRANKLIN ROAD\ 1320.23' — — 10 114 CORNER
_ - - -- ---- -- -- - -- .` AS14221
16 15 � S 89°1539"E 2640.54' \ is
BASIS OF BEARING
I
PROJECT: 01NNERIDEVELOPER: DWG#
2030 S. WASHINGTON AVE. 121381-EX
NEWIQRK NO. 2 EMMETT, ID 83617 _
BOUNDARY EXHIIBT CONGER GROUP f P: (208) 398-8104 PROJECT#
ADA COUNTY,IDAHO r F: (208) 398-8105 121381
� VY roor SHEET
DATE: 712024 Lans5urveylfg LLG WWW.SAW FOOTHLS.COM I 1 OF 2
1
LINE TABLE
LINE BEARING DLSTANCE
Ll N 1300535"W 24.16'
L2 N 29003 46"E 64.56'
L3 N 09041'02"E 61.15'
L4 N 45035'04"E 25.46'
L5 N 00035'04"E 31.00'
L6 N 4402456"W 25.46'
L7 N 8902456"W 17.04'
L8 N 00035'04"E 97.88'
L9 S 01012'41"W 31.04'
LSO S 4205739"E 25.93'
Lll S 8802646"E 86.32'
L12 S 00035'04"W 50.25'
L13 N 5802925"W 100.61,
L14 N 00035'04"E 66.38'
CURVE TABLE
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
Cl 81.70' 320.00' 14037'40" N 51001'56"W 81.48'
C2 76.42' 280.00' 15038'14" N 50031'39"W 76.18'
C3 70.04' 320.00' 1203225" N 48058'45"W 69.90'
C4 9.47' 28.00' 1902244" N 1902224"E 9.43'
C5 1 30.73' 1 171.79' 1 10014'59" 1 N 04028'32"E 30.69'
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11574 ,
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PROJECT: OWNERIDEVELOPER: 2030 S. WASHINGTON AVE. DWG#
NEWKIRK NO. 2 EMMET7; ID 83617 121381-IX
BOUNDARY DCHIIBT CONGER GROUP P. (208)398-8104 PROJECT#
ADA COUNTY,IDAHO I S,�Taor� F. (zos)398-8I05 121381
SHEET
DATE. 712024 LanSSuNeyi LLG WWW.$AWTOOTHLS.COM 20F2