Cottages PUD Rezoning 52 Attachment A 53 Legal Description 54 55
The Cottages 56
Highway 82 E & Constitution Ave 57 58 PROPERTY DESCRIPTION: 59 60
STATE OF ALABAMA 61
ELMORE COUNTY 62 63 A tract or parcel of land containing 44.91 acres located in Section 18, Township 17 North, Range 17 East, 64 Elmore County, Alabama and Section 13, Township 17 North, Range 16 East, Autauga County, Alabama 65
and being more particularly described as follows: Commence at a 1 1/2 inch open top pipe being the 66
southeast corner of the southwest quarter, of the northwest quarter, of Section 18, Township 17 North, 67 Range 17 East, Elmore County, Alabama; thence N72°05’59”E 215.38 feet to a 6 inch by 6 inch concrete 68 monument and disk stamped ALDOT 188+100, being on the western right-of-way of U.S. Highway 82 69 also being the Point of Beginning; thence continue along said right of way S34°35’15”E 90.36 feet to a 6 70
inch by 6 inch concrete monument and disk; thence S21°44’30”W 388.99 feet to a 1/2 inch rebar (bent); 71
thence leaving said right-of-way N67°48’20”W 82.17 feet to a 1/2 inch rebar with yellow cap stamped CE 72 LLC CA 709; thence S56°25’50”W 104.88 feet to a 1/2 inch rebar; thence along a curve to the left having 73 a radius of 403.45 feet, a arc length of 199.98 feet, and a chord bearing and distance of N84°54’12”W 74 197.94 feet to a 1/2 inch rebar (bent); thence along a curve to the left having a radius 398.50 feet, a arc 75
length of 12.68 feet, and a chord bearing and distance of S81°11’33”W 12.68 feet to a set 1/2 inch rebar 76
with orange cap stamped AL CA 718 LSF000600; thence along a curve to the left having a radius of 77 398.50 feet, a arc length of 38.01 feet, and a chord bearing and distance of S77°32’53”W 38.00 feet to a 78 1/2 inch rebar with yellow cap stamped CE LLC CA 709; thence along a curve to the left having a radius 79 of 398.5 feet, a arc length of 163.16 feet, and a chord bearing and distance of S63°05’08”W 162.03 feet to 80
a 1/2 inch rebar with yellow cap stamped CE LLC CA 709; thence S51°16’18”W 101.70 feet to a 1/2 inch 81
rebar with yellow cap stamped CE LLC CA 709; thence along a curve to the right having a radius of 82 198.00 feet, a arc length of 162.10 feet, and a chord bearing and distance of S74°43’49”W 157.61 feet to 83 a 1/2 inch rebar with yellow cap stamped CE LLC CA 709 (bent); thence N81°37’11”W 135.16 feet to a 84 calculated point in the creek; thence N36°47’32”E 109.13 feet to a calculated point in the creek; thence 85
N07°51’12”W 85.32 feet to a calculated point in the creek; thence N72°38’41”W 97.01 feet to a 86
calculated point in the creek; thence S66°40’08”W 98.68 feet to a set 1/2 inch rebar with orange cap 87 stamped AL CA 718 LSF000600; thence N03°06’40”W 388.24 feet to a calculated point in the creek; 88 thence S89°58’32”W 61.51 feet to a 1/2 inch rebar with blue cap stamped ALS CA0173; thence 89 S89°39’08”W 131.77 feet to a 5/8 inch rebar (bent); thence N04°04’51”E 160.85 feet to a GMC iron ( 90
this iron and all further irons referred to a “GMC” irons are to be known as 5/8 inch rebar with yellow cap 91
stamped GMC INC CA00156); thence N13°30’18”W 140.52 feet to a GMC iron; thence N57° 56’ 57”W 92 161.58 feet to a GMC iron; thence N22°35’ 54”W 326.31 feet to a GMC iron; thence N07°58’13”W 93 65.79 feet to GMC iron; thence N09°02’56”W 65.75 feet to a GMC iron; thence N10°38’05”W 4.73 feet 94 to a GMC iron; thence N01°45’02”E 216.55 feet to a GMC iron; thence N01°42’08”W 90.06 feet to a 95
GMC iron; thence N11°29’20”W 93.03 feet to a 5/8 inch rebar (bent); thence N21°26’51”W 92.62 feet to 96
a 1/2 inch rebar with yellow cap stamped CE LLC CA 709; thence N32°05’16”W 94.01 feet to a 5/8 inch 97 rebar; thence N02°09’58”W 129.57 feet to a set 1/2 inch rebar with orange cap stamped AL CA 718 98 LSF000600; thence N04°34’26”W 175.07 feet to a GMC iron; thence N35°25’20”W 509.98 feet to a 5/8 99 inch rebar with yellow cap; thence N08°02’32”E 59.63 feet to a 4 inch by 4 inch concrete monument and 100
disk; thence N78°28’12”E 396.07 feet to a 4 inch by 4 inch concrete monument and disk (disturbed); 101
thence S16°23’55”E 307.14 feet to a 1/2 inch rebar with yellow cap stamped ALS CA0173; thence 102 S20°47’20”E 301.95 feet to a 1/2 inch rebar with yellow cap stamped ALS CA0173; thence S40°09’19”E 103 152.09 feet to a 5/8 inch rebar with orange cap stamped SELS CA682; thence S21°28’12”E 190.43 feet to 104 a 5/8 inch rebar with orange cap stamped SELS CA682; thence S10°00’45”E 92.15 feet to a 5/8 inch 105
rebar with orange cap stamped SELS CA682; thence S35°26’56”W 223.69 feet to a 1/2 inch rebar; thence 106
S21°31’07”E 169.88 feet to a sanitary sewer manhole; thence S07°56’04”E 328.60 feet to a 5/8 inch rebar 107 with orange cap stamped SELS CA682; thence N85°57’18”E 850.59 feet to a 5/8 inch rebar with orange 108 cap stamped SELS CA682; thence S69°14’53E 664.48 feet to a 6 inch by 6 inch concrete monument 109 (broken) being on the western right-of-way of U.S. Highway 82; thence along said right-of-way 110
S21°44’22”W 400.94 feet to the Point of Beginning.. 111 112
Attachment B 113 114
115