Utah County Government

Abstract Information for Serial # 46:992:0038  

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Owner Name: RIVERS EDGE COMMERCIAL LLC
Property Address:
Mailing Address: 45 E CENTER ST STE 103 - NORTH SALT LAKE, UT 84054
Taxing Description: PART PUBLIC ROAD, THE MIX AT RIVERS EDGE SUB DESCRIBED AS FOLLOWS; COM N 2370.8 FT & W 1029.43 FT FR S 1/4 COR. SEC. 25, T6S, R2E, SLB&M.; N 89 DEG 58' 5" E 151.66 FT; S 0 DEG 14' 32" W 540.27 FT; ALONG A CURVE TO L (CHORD BEARS: S 23 DEG 11' 5" E 67.19 FT, RADIUS = 84.49 FT); S 46 DEG 36' 40" E 109.46 FT; S 52 DEG 48' 0" E 83.49 FT; S 45 DEG 49' 16" E 304.84 FT; S 24 DEG 6' 48" E 7.12 FT; S 46 DEG 36' 42" E 190.87 FT; S 45 DEG 49' 10" E 5.52 FT; ALONG A CURVE TO L (CHORD BEARS: S 75 DEG 26' 24" E 44.7 FT, RADIUS = 96.45 FT); S 89 DEG 45' 28" E 298.42 FT; S 89 DEG 45' 29" E 72.66 FT; S 0 DEG 14' 32" W 13.74 FT; ALONG A CURVE TO L (CHORD BEARS: S 80 DEG 37' 51" E 7.93 FT, RADIUS = 26.45 FT); S 89 DEG 45' 28" E 214.89 FT; S 0 DEG 14' 35" W 7.75 FT; S 45 DEG 14' 31" W 55.53 FT; S 1 DEG 36' 42" E 9.65 FT; S 88 DEG 24' 31" W 158.9 FT; ALONG A CURVE TO L (CHORD BEARS: S 44 DEG 38' 8" W 34.59 FT, RADIUS = 25 FT); S 0 DEG 52' 29" W 90.59 FT; ALONG A CURVE TO L (CHORD BEARS: S 20 DEG 59' 27" E 18.61 FT, RADIUS = 24.97 FT); ALONG A CURVE TO L (CHORD BEARS: S 78 DEG 38' 45" W 78.24 FT, RADIUS = 534.58 FT); N 0 DEG 14' 32" E 153.11 FT; N 44 DEG 45' 37" W 24.04 FT; N 89 DEG 45' 28" W 287.47 FT; N 86 DEG 37' 39" W 12.25 FT; N 73 DEG 55' 0" W 20.43 FT; N 70 DEG 35' 17" W 27.71 FT; ALONG A CURVE TO R (CHORD BEARS: N 54 DEG 39' 14" W 39.18 FT, RADIUS = 140 FT); N 46 DEG 36' 39" W 68.04 FT; N 63 DEG 20' 10" W 13.67 FT; N 47 DEG 32' 16" W 35.63 FT; N 46 DEG 36' 40" W 75 FT; N 43 DEG 35' 16" W 47.27 FT; N 46 DEG 35' 29" W 235.56 FT; S 43 DEG 24' 31" W 146.54 FT; N 49 DEG 20' 34" W 6.99 FT; N 43 DEG 40' 21" E 12.2 FT; N 46 DEG 59' 5" W 98.27 FT; S 43 DEG 0' 50" W 16.88 FT; N 49 DEG 44' 43" W 2.72 FT; N 43 DEG 16' 58" E 146.12 FT; N 1 DEG 43' 8" W 10.19 FT; N 46 DEG 36' 40" W 121.45 FT; N 43 DEG 26' 17" E 12.61 FT; ALONG A CURVE TO R (CHORD BEARS: N 17 DEG 43' 58" W 76.33 FT, RADIUS = 121.7 FT); N 0 DEG 34' 32" E 501.7 FT; ALONG A CURVE TO L (CHORD BEARS: N 45 DEG 29' 27" W 36.01 FT, RADIUS = 25.01 FT); S 88 DEG 27' 45" W 94.27 FT; N 43 DEG 13' 33" E 8.79 FT; N 87 DEG 58' 13" E 5.63 FT; N 1 DEG 32' 6" W 8.72 FT TO BEG. AREA 3.068 AC. ALSO PART PUBLIC ROAD, THE MIX AT RIVERS EDGE SUB DESCRIBED AS FOLLOWS; COM N 2121.42 FT & W 878.84 FT FR S 1/4 COR. SEC. 25, T6S, R2E, SLB&M.; S 56 DEG 29' 34" E 16.44 FT; S 89 DEG 45' 28" E 102.32 FT; ALONG A CURVE TO R (CHORD BEARS: S 68 DEG 11' 5" E 102.95 FT, RADIUS = 140 FT); S 46 DEG 36' 40" E 535.15 FT; ALONG A CURVE TO L (CHORD BEARS: S 68 DEG 11' 4" E 63.61 FT, RADIUS = 86.5 FT); S 89 DEG 45' 28" E 291.98 FT; S 0 DEG 14' 30" W 60.64 FT; N 86 DEG 33' 52" W 72.78 FT; N 44 DEG 45' 32" W 7.87 FT; N 89 DEG 45' 28" W 213.77 FT; ALONG A CURVE TO R (CHORD BEARS: N 81 DEG 47' 55" W 38.07 FT, RADIUS = 139 FT); N 73 DEG 50' 33" W 39.55 FT; N 52 DEG 34' 29" W 34.42 FT; N 46 DEG 36' 41" W 262.26 FT; N 38 DEG 46' 2" W 83.78 FT; N 46 DEG 36' 41" W 183.41 FT; ALONG A CURVE TO L (CHORD BEARS: N 68 DEG 11' 4" W 69.13 FT, RADIUS = 94.03 FT); N 89 DEG 45' 28" W 116.04 FT; N 0 DEG 14' 30" E 55.04 FT TO BEG. AREA 1.322 AC. ALSO PART PUBLIC ROAD, THE MIX AT RIVERS EDGE SUB DESCRIBED AS FOLLOWS; COM N 1624.89 FT & W .21 FT FR S 1/4 COR. SEC. 25, T6S, R2E, SLB&M.; S 86 DEG 33' 52" E 72.78 FT; S 0 DEG 14' 32" W 344.05 FT; N 89 DEG 45' 29" W 72.66 FT; N 0 DEG 14' 32" E 348.12 FT TO BEG. AREA 0.577 AC. TOTAL AREA 4.967 AC.

Newest to Oldest      (Reverse Order)

*Taxing description NOT FOR LEGAL DOCUMENTS

Grantor
..Grantee
Comments
Entry No
Book Page
Kind of Inst
Inst Date
Rec Date
Rec Time
Consideration
Satisfaction
Tie Entry No

RIVERS EDGE COMMERCIAL LLC
..BELLA-AZ LLLP 40% INT (ET AL)

Remainder From: 46:992:0036
106640-2022

SP WD
09/22/2022
10/03/2022
02:20 pm
$10

 

RIVERS EDGE COMMERCIAL LLC
..NB UTAH LLC 40%INT (ET AL)

To: 46:992:0039 (more)
106641-2022

SP WD
09/22/2022
10/03/2022
02:20 pm
$10

 


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This page was created on 11/27/2024 11:07:17 PM