cornwall drive higbee mill road a -...
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I DO HEREBY CERTIFY THAT THIS DEVELOPMENT PLAN WAS APPROVED BY THE URBAN
COUNTY PLANNING COMMISSION AT ITS MEETING HELD ON MAY 12, 2016 AND SEP 14,
2017 AND IS NOW ELIGIBLE FOR RECORDING.
_____________________________________ _____________
PLANNING COMMISSION SECRETARY DATE
(MAPLE, OAK, HONEY LOCUST, ETC)
(DOGWOOD, REDBUD, JAP. TREE LILAC, CHERRY, ETC)
(LEYLAND CYPRESS, NORWAY SPRUCE, PINE, ETC)
(VIBURNUM, CORNELIAN CHERRY, ETC)
(MAIDEN GRASS, PAMPAS GRASS, ETC)
(HOLLY, YEW, ABELIA, BARBERRY, ETC)
I (WE) DO HEREBY CERTIFY THAT I AM (WE ARE) THE OWNERS OF THE PROPERTY SHOWN
HEREON, DO FULLY AGREE TO ALL GRAPHIC AND TEXTUAL REPRESENTAIONS SHOWN
HEREON, AND DO ADOPT THIS AS MY (OUR) DEVELOPMENT PLAN FOR THE PROPERTY.
______________________________________ ___________
OWNER DATE
DOUBLE ENCLOSURE WITH GATES DETAIL
DUMPSTER PAD DETAIL
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SOUTH ELKHORN CREEK
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712 LONGWOOD ROAD FRANKLIN ANDREW AND MARCI ADKINS 712 LONGWOOD RD LEXINGTON, KY 40503-4137 ZONE: R-1D DEED BOOK 2904, PAGE 465 PLAT CABINT B, SLIDE 330
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716 LONGWOOD ROAD LEONARD D ABRAMS & KAREN M ABRAMS 716 LONGWOOD RD LEXINGTON, KY 40503-4137 ZONE: R-1D DEED BOOK 2512, PAGE 187 PLAT CABINT B, SLIDE 330
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720 LONGWOOD ROAD TRACY M STARNES 720 LONGWOOD RD LEXINGTON, KY 40503-4137 ZONE: R-1D DEED BOOK 2308, PAGE 29 PLAT CABINT B, SLIDE 330
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1400 HIGBEE MILL ROAD CENTRAL KY MULCH LLC 1499 MAPLE ST STANTON, KY 40380 ZONE: A-U DEED BOOK 3334, PAGE 77 PLAT CABINT J, SLIDE 617
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R=400.12 ARC=79.24' CH LENGTH=79.11' CH BRG=N 51°15'20" W
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920
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CONSTRUCTION ENTRANCE
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25' RIPARIAN BUFFER ZONE
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25' RIPARIAN BUFFER ZONE
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1/2 OLD HIGBEE MILL RD. RIGHT-OF-WAY (30') P.C. B, SLD. 44, P.C. B, SLD. 330
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N 34%%d45'28" E
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99.76'
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101.90'
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104.03'
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106.17'
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108.30'
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110.43'
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112.57'
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114.70'
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116.84'
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118.97'
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N 34%%d45'28" E
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121.40'
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S 18%%d11'46" W
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127.70'
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N 01%%d38'03" E
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115.48'
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108.01'
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102.68'
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99.37'
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98.03'
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98.00'
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98.00'
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N 01%%d38'03" E
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98.00'
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S 88%%d21'57" E
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239.32'
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97.12'
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N 55%%d14'32" W
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31.00'
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25.00'
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25.00'
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25.00'
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25.00'
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25.00'
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25.00'
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25.00'
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25.00'
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25.00'
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25.00'
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52.04'
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333.04'
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25.00'
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31.00'
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54.73'
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3.58'
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25.00'
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25.00'
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25.00'
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25.00'
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25.00'
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31.11'
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25.09'
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25.09'
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25.09'
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256.93'
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25.09'
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25.09'
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25.09'
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N 60%%d07'20" W
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25.09'
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25.09'
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N 60%%d47'53" W
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25.12'
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S 64%%d15'20" E
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18.88'
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N 67%%d40'26" W
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19.60'
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N 71%%d44'01" W
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26.09'
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S 76%%d19'24" E
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25.56'
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N 80%%d50'08" W
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25.22'
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N 85%%d13'19" W
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25.04'
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25.00'
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N 88%%d21'57" W
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25.00'
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31.00'
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81.00'
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1
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13
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15
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16
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17
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18
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19
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20
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NO PARKING
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ANY TIME
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ILA 1
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ILA 2
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ILA 3
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ILA 4
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ILA 5
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ILA 6
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ILA 7
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25.09'
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PROPOSED 2' HIGH RETAINING WALL
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(PROPOSED SUBDIVISION LINE)
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N 17°48'00" E
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285.16'
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100 YR. POST DEV. FLOODPLAIN
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100 YR. POST DEV. FLOODPLAIN
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100 YR. POST DEV. FLOODPLAIN
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25' FLOODPLAIN SETBACK
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25' FLOODPLAIN SETBACK
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25' FLOODPLAIN SETBACK
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1
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7
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8
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40' GAS LINE
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EASEMENT
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(D.B. 779, PG. 460)
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30' UTILITY
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EASEMENT
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20' UTILITY EASEMENT
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50' UTILITY EASEMENT
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20' ACCESS EASEMENT
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SANITARY SEWER
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EASEMENT
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S 72%%d37'05" E 201.30'
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S 71%%d59'51" E 180.00'
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S 72%%d29'19" E 497.37'
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S 52%%d17'23" E
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71.28'
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S 57%%d58'09" E
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80.03'
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S 68%%d09'57" E
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92.68'
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S 17%%d37'44" W
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30.00'
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S 22%%d40'50" W
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57.99'
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S 24%%d55'07" W
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21.36'
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N 16%%d07'05" E 149.52'
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SPIRAL = N 57%%d06'10" W 293.57'
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N 59%%d04'52" W 749.92'
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S 21%%D13'46" W 268.56'
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CHD LEN = 79.11'
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LEN = 79.12'
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RAD = 1372.39'
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CHD = N 51%%d25'46" W
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30' DRAINAGE, SANITARY SEWER & UTILITY EASEMENT
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30' UTILITY EASEMENT
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PERMANENT DRAINAGE EASEMENT
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40' GAS LINE EASEMENT (D.B. 779, PG. 460)
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SANITARY SEWER EASEMENT
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SANITARY SEWER EASEMENT
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SANITARY SEWER EASEMENT
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SANITARY SEWER EASEMENT
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60' DRAINAGE EASEMENT
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10' BUILDING SET BACK
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ROW
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ROW
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ROW
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DUMPSTER
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(TYP)
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(TYP)
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(TYP)
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4' SIDEWALK
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4' SIDEWALK
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4' SIDEWALK
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4' SIDEWALK
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1450
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1540
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1580
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1582
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1584
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1586
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1588
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1590
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1592
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1594
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1602
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1604
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1606
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1608
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1610
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1612
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1614
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1616
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1624
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3577 CORNWALL DRIVE ANDREW QUINN SLAUGHTER & LINDSAY GORHAM SLAUGHTER 3577 CORNWALL DR LEXINGTON, KY 40503 ZONE: R-1C D.B. 3567, PG.355 P.C. B, SLD. 44
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1580 HIGBEE MILL ROAD TAYLORMADE REAL ESTATE LLC 2268 BARNWELL LN LEXINGTON, KY 40513 ZONE: R-1T DEED BOOK 3393, PAGE 179 PLAT CABINT J, SLIDE 22
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MAN O' WAR BOULEVARD LEXINGTON FAYETTE COUNTY URBAN GOVERNMENT (PARCEL 13) KY DOT PROJECT SSP-034-7229 SHEET 7 RIGHT OF WAY WIDTH = 120'
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LOT
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LOT
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LOT
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(ACCESS EASEMENT)
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(ACCESS EASEMENT)
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SCALE: 1" = 40'
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0'
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40'
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80'
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120'
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160'
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GRAPHIC SCALE
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AND FINAL DEVELOPEMNT PLAN
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WYNNDALE SUBDIVISION
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1580 HIGBEE MILL ROAD
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LEXINGTON, FAYETTE COUNTY, KENTUCKY
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OWNER / DEVELOPER: TAYLORMADE REAL ESTATE LLC 2268 BARNWELL LN LEXINGTON, KY 40513
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DATE:
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FINAL DEVEL. PLAN
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NOVEMBER 23, 2015
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PSP/FDP
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11
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10
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9
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8
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7
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6
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5
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3
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2
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1
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A
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B
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C
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D
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E
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F
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G
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H
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J
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K
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M
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N
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A
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11
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10
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9
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8
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7
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6
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5
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3
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SCALE: 1" = 600'
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%%UVICINITY MAP
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GENERAL NOTES
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TREE INVENTORY MAP LIST
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THE EXISTING SITE IS LANDSCAPED WITH PEAR TREES, HACKBERRY, MAPLE, BOX ELDERS, WALNUT, AND SYCAMORES.
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TREE PRESERVATION PLAN
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R-3 AREA
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6.98 AC. (304,049 S.F.)
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ADDITIONAL CANOPY REQUIRED
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0 S.F.
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PROTECTED EXISTING CANOPY
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48%%% - 145,730 S.F.
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REQUIRED CANOPY
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30%%% - 91,215 S.F.
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TREE PROTECTION AREA NOTES
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1.TREE PROTECTION AREAS (TPAS) SHALL BE FENCED WITH A TREE PROTECTION AREAS (TPAS) SHALL BE FENCED WITH A MINIMUM 3 FEET TALL FENCING LOCATED ALONG THE DRIPLINE OF THE TREE CANOPY WITH SIGNS POSTED EVERY 100 FEET THAT READ "TREE PROTECTION AREA." WRITTEN APPROVAL OF THE INSTALLED FENCING BY THE URBAN FORESTER SHALL BE OBTAINED PRIOR TO ISSUANCE OF LFUCG PERMITS OR OTHER CONSTRUCTION ACTIVITY. THE FENCE SHALL BE MAINTAINED IN GOOD ORDER FOR THE DURATION OF THE PROJECT AND NOT BE MOVED WITHOUT PRIOR PERMISSION OF THE URBAN FORESTER. NO TREE REMOVAL, GRUBBING, OR CLEARING IN THE TPA SHALL BE PERMITTED WITHOUT PRIOR APPROVAL OF THE URBAN FORESTER. 2.ALL REQUIRED TREES SHALL COMPLY WITH THE LFUCG PLANTING ALL REQUIRED TREES SHALL COMPLY WITH THE LFUCG PLANTING MANUAL. ALL TREES SHALL BE PLANTED A MINIMUM OF 10 FEET FROM BUILDINGS. TREES TO BE LOCATED WITHIN UTILITY EASEMENTS MUST FIRST CALL KENTUCKY UNDERGROUND CALL-BEFORE-YOU-DIG AT 1-800-752-6007.
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EXISTING TREE CANOPY
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304,049 S.F.
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1. THIS FINAL DEVELOPMENT PLAN MAY BE AMENDED WITH THE APPROVAL OF THE URBAN COUNTY PLANNING COMMISSION. 2. ACCESS TO THIS PROPERTY SHALL BE LIMITED TO THE LOCATIONS INDICATED HEREON. 3. THE LOCATION OF ADDITIONAL FIRE SERVICE FEATURES; FIRE HYDRANTS AND OR FIRE DEPARTMENT CONNECTIONS, AS REQUIRED, SHALL BE APPROVED BY THE DIVISION OF FIRE - WATER CONTROL OFFICE. 4. STORM WATER MANAGEMENT AND SANITARY SEWERS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE DIVISION OF ENGINEERING MANUALS. 5. THIS FINAL DEVELOPMENT PLAN MAY NOT BE USED AS A BASIS FOR SALE OF THIS PROPERTY. ANY SALE OF LAND SHALL BE BASED UPON A RECORDED SUBDIVISION PLAT. 6. SIGNAGE SHALL COMPLY WITH ARTICLE 17 OF THE LEXINGTON FAYETTE COUNTY ZONING ORDINANCE. 7. NO GRADING, STRIPPING, EXCAVATION, FILLING, OR OTHER DISTURBANCE OF THE NATURAL GROUND COVER SHALL TAKE PLACE PRIOR TO APPROVAL OF AN EROSION CONTROL PLAN. SUCH PLAN MUST BE SUBMITTED IN ACCORDANCE WITH ARTICLE 16 OF THE CODE OF ORDINANCE. 8. LANDSCAPING AND SCREENING SHALL CONFORM TO ARTICLE 18 OF THE URBAN COUNTY ZONING ORDINANCE. 9. ALL AREAS DISTURBED BY GRADING SHALL HAVE A TEMPORARY VEGETATIVE COVER PROVIDED. SUCH COVER WILL CONSIST OF ANNUAL GRASSES, OR SMALL GRAINS. SLOPES EXCEEDING 4:1 WILL HAVE ADDITION PROTECTION OF MULCHING OR SODDING IN ORDER TO PREVENT EROSION. 10. THERE SHALL BE NO VEHICULAR ACCESS TO MAN O WAR BLVD. 11. THERE SHALL BE NO PARALLEL PARKING ALONG EITHER SIDE OF DRIVE AISLE. 24 FT. (MIN.) WIDTH SHALL BE MAINTAINED UNOBSTRUCTED AT ALL TIMES. 12. THERE WILL BE A HOA ESTABLISHED FOR LOTS 1-21 AND IT WILL BE RESPONSIBLE FOR MAINTAINING ALL COMMON AREAS INCLUDING THE AREA IN THE ACCESS EASEMENT AND ALL MOWING. 13 A LOMR SHALL BE APPROVED PRIOR TO THE ISSUANCE OF ZONING COMPLIANCE PERMITS FOR THE TOWNHOMES. 14. IN ACCORDANCE WITH ARTICLE 19 OF THE ZONING ORDINANCE, A "SPECIAL PERMIT" WILL BE REQUIRED PRIOR TO INITIATION OF THE PROPOSED WORK WITHIN THE REGULATORY FLOODPLAIN. 15. BASED ON FEMA FLOOD INSURANCE RATE MAP NO. 2100670202E, EFFECTIVE DATE OF MARCH 3, 2014, A PORTION OF THIS PROPERTY IS LOCATED WITHIN THE "AE" FLOOD ZONE. 16. STEEP SLOPE AREAS: NO BUILDINGS OR STRUCTURES SHALL BE LOCATED ON ANY LAND WITH A SLOPE OF 30%. FOR AREAS WITH SLOPES BETWEEN 15% AND 30% THE PROVISIONS OF ARTICLE 6-11 OF THE LAND SUBDIVISIONS REGULATIONS SHALL BE APPLICABLE. 17. SANITARY CAP SUBJECT TO REVIEW BY TAP-ON DESK AT TIME OF BUILDING PERMIT.
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(NTS)
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%%UTYPICAL SECTION A-A
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%%UTYPICAL SECTION B-B
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(NTS)
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MAN O' WAR BOULEVARD
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8'
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8'
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28'
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28'
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11'
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13'
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11'
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13'
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60'
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60'
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R/W
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R/W
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2
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1
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SITE
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INTERIOR LANDSCAPE AREAS
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INT LA AREA 1
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280 S.F.
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INT LA AREA 2
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280 S.F.
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INT LA AREA 3
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280 S.F.
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INT LA AREA 4
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280 S.F.
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INT LA AREA 5
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280 S.F.
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INT LA AREA 6
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280 S.F.
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INT LA AREA 7
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662 S.F.
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TOTAL
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2,342 S.F.
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1
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17
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18
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19
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20
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21
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22
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LOT NO.
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3,052
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2,521
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2,574
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2,628
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2,681
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2,734
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2,788
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2,841
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2,894
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2,948
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3,005
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4,587
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4,408
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2,794
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2,634
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2,526
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2,467
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2,450
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3,338
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(SF)
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2,450
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(SF)
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930
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750
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825
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1,676
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825
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825
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825
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825
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750
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750
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750
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750
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1,567
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1,023
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750
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825
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825
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825
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750
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750
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LOT AREA
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OPEN SPACE
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% OF LOT
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30%
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30%
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32%
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37%
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31%
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30%
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29%
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27%
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28%
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26%
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26%
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25%
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36%
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31%
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27%
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31%
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33%
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34%
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30%
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31%
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OPEN SPACE
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80,783
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165,179
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36,863
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46%
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141,816
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86%
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33.00'
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98.00'
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25.00'
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25.00'
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TYPICAL TOWN HOME UNITS 2 STORY 2,250 SF UNIT 3BR UNITS 35' BLDG HT. 2,450 SF LOT
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45.00'
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20.00'
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REAR YARD OPEN SPACE 825 SF 33.7%
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DRIVE WAY
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1 CAR GARAGE
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PATIO
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CONCRETE
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TOTAL AREA
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GROSS BUILDING AREA (GBA)
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PARKING SPACES PROPOSED**
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INTERIOR LANDSCAPING REQUIRED (VUA x .05)
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SITE STATISTICS
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VEHICULAR USE AREA (VUA)
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45,000 S.F.
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38 SPACES
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304,282 SF OR 6.98 ACRES
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18,065 S.F.
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903 S.F.
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PARKING SPACES REQUIRED
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INTERIOR LANDSCAPING PROPOSED
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2,342 S.F.
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EXISTING ZONES
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R-1T
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20 TOTAL UNITS @ 1/UNIT*
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20 SPACES
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TOTAL BEDROOMS (ALL UNITS 3 BR)
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60
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LOT COVERAGE (LOTS 1-21)
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22,500 SF OR 16.2%%%
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FLOOR AREA RATIO
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0.32
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OPEN SPACE
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196,475 SF OR 65%%%
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** EACH UNIT INCLUDES A SINGLE CAR GARAGE
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BLDG. HEIGHT (ALL UNITS 2 STORY)
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28 FT.
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* REQUIRED PARKING PER ARTS. 8-10(n) AND 16-4(a)
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TOTAL AREA (LOTS 1-21)
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139,103 SF OR 3.19 ACRES
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TOTAL AREA (LOT 22)
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165,179 SF OR 3.79 ACRES
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OPEN SPACE (LOTS 1-21)
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54,659 SF OR 39%%%
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OPEN SPACE (LOT 22)
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141,816 SF OR 86%%%
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PRELIMINARY SUBDIVISION PLAN
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PRELIM. SUBD. PLAN
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(NTS)
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OLD CLAYS MILL RD
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%%UTYPICAL SECTION C-C
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8'%%P
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P
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L
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8'%%P
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DP2016-39
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REVISION:
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MAY 17, 2016
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LEGEND
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DECIDUOUS CANOPY TREE
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DECIDUOUS UNDERSTORY / ORNAMENTAL TREE
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MEDIUM / LARGE EVERGREEN TREE
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LARGE DECIDUOUS SHRUB / SMALL TREE
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ORNAMENTAL GRASSES
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MEDIUM-SIZED DECIDUOUS AND EVERGREEN SHRUBS
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OWNERS CERTIFICATION:
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COMMISSION'S CERTIFICATION:
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RESPONSIBILITY OF OWNERS - THE OWNERS OF THIS PROPERTY AND ANY SUCCESSORS IN TITLE HEREBY AGREE TO ASSUME FULL LIABILITY AND RESPONSIBILITY FOR ANY CONSTRUCTION, MAINTENANCE, RECONSTRUCTION, SNOW REMOVAL, CLEANING, OR OTHER NEEDS RELATED TO THE PRIVATE STREETS (OR ACCESS EASEMENTS) SO DESIGNATED ON THIS PLAN, AND DO HEREBY FULLY RELIEVE THE URBAN COUNTY GOVERNMENT FROM ANY SUCH RESPONSIBILITY. THE OWNERS OF THIS PROPERTY HEREBY AGREE TO GRANT FULL RIGHTS OF ACCESS TO THIS PROPERTY OVER THE PRIVATE STREET (OR ACCESS EASEMENT), AND OVER UTILITY AND OTHER EASEMENTS FOR GOVERNMENTAL AND UTILITY AGENCIES TO PERFORM HEIR NORMAL RESPONSIBILITIES. THE OWNERS UNDERSTAND THAT THE PRIVATE STREETS (OR ACCESS EASEMENTS) WILL NOT RESULT IN ANY REDUCTION IN TAXES REQUIRED BY AND PAYABLE TO THE URBAN COUNTY GOVERNMENT. FURTHERMORE, IF THE OWNERS IN THE FUTURE SHOULD REQUEST THAT THE PRIVATE STREETS (OR ACCESS EASEMENTS) BE CHANGED TO PUBLIC STREETS, THE OWNERS DO FULLY AGREE THAT, BEFORE ACCEPTANCE OF SUCH STREETS (OR ACCESS EASEMENTS) BY THE URBAN COUNTY GOVERNMENT, THE OWNERS WILL BEAR FULL EXPENSE OF RECONSTRUCTION OR ANY OTHER ACTION NECESSARY TO MAKE THE STREETS (OR ACCESS EASEMENTS) FULLY CONFORM TO THE REQUIREMENTS APPLICABLE AT THAT TIME FOR PUBLIC STREETS PRIOR TO DEDICATION AND ACCEPTANCE. FINALLY, IF AT SOME FUTURE DATE THE URBAN COUNTY GOVERNMENT SO REQUESTS, THE OWNERS ALSO AGREE THAT THESE STREETS (OR ACCESS EASEMENT) SHALL BE DEDICATED TO PUBLIC USE WITHOUT THE OWNERS' EXPENSE IN MAKING SUCH STREETS (OR ACCESS EASEMENTS) CONFORM TO THE REQUIREMENTS APPLICABLE AT THAT TIME FOR PUBLIC STREETS.
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OWNER:
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DATE:
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PRIVATE STREET (OR ACCESS EASEMENT)
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30'
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20'
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R/W
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ACCESS EASEMENT
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6'-0"
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5'-6"
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DUMPSTER
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DUMPSTER
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1' MIN
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NOTE: ADD 13' FOR ADDITIONAL DUMPSTERS
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12'-0" CLEAR OF ALL OBSTRUCTIONS
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3'
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10'-0"
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25'-0"
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25'
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18'-0"
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4" X 4" TREATED POST
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2" X 4" NAILER
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1" X 6" SLATS
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(NTS)
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HIGBEE MILL & CORNWALL ROAD
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APRIL 5, 2018
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FIRST CONTACT TO THE PAD FROM THE SERVICE TRUCK WILL BE CONSTRUCTED WITH 12" FOOTING
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CONCRETE PAD (8" THICK)
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12"
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PAD WILL BE CONSTRUCTED OF 3,500 PSI CONCRETE. PAD WILL BE POURED 8" THICK EXCLUDING 12" FOOTING FOR BEGINNING OF PAD
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NTS
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30'
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11'%%P
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C
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L
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30'
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11'%%P
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R/W
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R/W
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7'
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EXISTING
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FUTURE SIDEWALK
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EXISTING
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4'
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8'
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12'-0" CLEAR OF ALL OBSTRUCTIONS
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5'-6"
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6'-0"
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1' MIN
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20'