NCC221494_Site Plan or Location Map_20220418

T
WIN LAKES LOT 49
LOT EROSION CONTROL PLAN
SITE AND DEVELOPMENT DATA
JURISDICTION
UNION COUNTY
SITE ADDRESS:
306 EAGLE FERN CT
TOTAL AREA
0.800ACRES
MINIMUM FRONT SETBACK
20'
MINIMUM CORNER/SIDE SETBACK
7.5'
MINIMUM REAR SETBACK
20'
MINIMUM LOT SIZE
20,000 SF
MINIMUM LOT WIDTH
60'
DISTURBED AREA
0.65 ACRES
MAXIMUM IMPERVIOUS AREA
6,800 SF
TOTAL PROP. IMPERVIOUS AREA
5,627 SF
_ y UTILITY NOTES I Dan CB W�
A UNION CWNTY PUALLBLIC WORKS UTILItt RIGHT OF WAY 12"EIR / DD e+
METERS, AND FIRE HYDRANTSR THE UTILITY RIGHT OF WAY
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BOOK 6113. PAGE 162NIMOWN
TAX PIN: PORTIONS OFO6-042-0O1F; 06-012-001E; 08LM24101A; x; 0 I SPR/NG - _
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TOTAL NUMBER OFLOTS THIS PLAT=]2 v� C.O.S.#5 ECTRTOYFA ro A FULL TITLE SEARCH ND MAY
roraIAI
I AREA PHIS PLAT R1.RR ACRES LOW DENSITY 1 1 E./I 1aol ewTr B A AHBEfaroE_ ION E,MAoeFi_DwI N A GEPE-c
TOTAL AREA INLOT5=50.81 ACRES II .,L„ x- I E AMENITY AREA ITS I aP coMMlmRr PNEL No. Snwdsww,EEFFECTWE ogre ocroeEH eE
TOTAL AREA IN COMMON OPEN SPACE=32.952ALRE5 ®�� G
TOTAL AREA IN ROADS =),6R0 ACRES
SMALLESTLOTS=20,000SO. FTJ0.45R ACRES(LOT5161, SO, AND 81) °� m _� w, - -� REOUIREDBYTNENALL E ARE D.O.T.BVB1 T TO 10 X ]n SIGHT TRINGLEE A B D
NCDOT CONSTRUCTION STANDARDS CERTIFICATION.
MAXINUMWPERVIOUS AREAS S2R°35.53'E 1 HERBY CERTIFY THAT THE STEETS ON THIS PLAT DESIGNED AS BM -- _ - v-��6 / OR ORAwAGEEASTRUCNHE ESHOULO ETHE�OITCH �NE o
PUBLIC ARE OR WILL BE IN ACCORDANCE WITH THE MINIMUM LOWDENBITYAREA.LOT513-0R=10,30O50. T. /� I I \ m'Tp �C RTEROFTHEBEL=C BAOITCHL EASE STRUCTURES. LLON rH
RIGHT OF WAY AND CONSTRUCTION STANDARDS ESTABLISHED BY HIGHOENSITYAREA: LOTS 5064=13,B8550T _ __ o>
THE BOARD OF iRANSPORAi10N FOR ACCEPTANCE ON THE \ Axov ///� \\ 61 62 II 63 II 64 w1L ECM° THIS PLAN E1 CO PLY VRTCE AT PreOVIsroNsO HEVIEw Ary w¢
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\ \ \ 59 3 \ 1W" EIR OPEN SPACE IS THE RESPONSIBKITY OF r ESI HOMEOWNERS, 11I
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I A REVIEW OFFICER OF UNION COUNTY, CERTIFY THAT THE MAP O PRAT IR WHICH THIS CERTIFIUTION IS
MEETS ALLSTANTORYREQUIREMENTS FOR RECORDING.
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VICINITY MAP
NOT TO SCALE
EAGLE ENGINEERING
2013A Van Buren Avenue
Indian Trail, NC 28079
[phone]
www.eagleonline.net
PROJECT ENGINEER: MATTHEW C. KIRCHNER
STREET ADDRESS: 2013A VAN BUREN AVENUE
CITY, STATE, ZIP INDIAN TRAIL, NC 28079
PHONE: [phone]
EMAIL: MKIRCHNER@EAGLEONLINE. NET
PREPARED FOR: STEVE AND HEATHER CARLSON
STREET ADDRESS: 19020 YELLOW BIRCH DRIVE
CITY, STATE, ZIP: CHARLOTTE, NC 28278
PHONE: [phone]
EMAIL: SJC 154@LI VE. COM
CONTACT: STEVE CARLSON
CAR
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EAGLE
n ENGINEERING, z
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No. C-0873 ^�
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4,F OF
Know what's below.
Call before you dig.
CALL 1.800.632.4949 OR 811
WWW.NC811.ORG
NC ONE -CALL CENTER
ITS THE LAW!
Sheet List Table
Sheet Number
Sheet Title
C-0.0
COVER
C-1.0
LOT 49 EROSION & SEDIMENT
CONTROL PLAN
C-1.1
EROSION CONTROL DETAILS
C-1.2
EROSION CONTROL DETAILS
C-1.3
CONSTRUCTION NOTES
C-1.4
NCGO1
Lot#
Approved
Impervious Area
[sf]
Revised Impervious
Area [sf]
Lotg
Approved
Impervious Area
[sf]
Revised Impervious
Area [sf]
Lot#
Approved
Impervious Area
[sf]
Revised Impervious
Area [sf]
1
6,800
15,000
31
10,500
10,500
61
6,800
6,800
2
6,800
0
32
10,000
11,000
62
6,800
6,800
3
8,000
0
33
6,800
6,800
63
6,800
6,800
4
9,250
9,250
3.4
6,800
6,800
64
6,800
6,800
5
9,250
9,250
3.5
6,800
6,800
65
6,800
6,800
6
9,900
9,900
315
8,500
9,315
66
6,800
6,800
7
9,900
8,300
37
10,500
10,500
67
6,800
6,800
8
9,900
9,900
38
8,500
8,500
68
6,800
6,800
9
9,000
9,900
39
6,800
6,800
69
6,800
6,800
10
9,000
9,900
40
6,800
6,800
70
6,800
6,800
11
9,000
9,900
41
6,800
6,800
71
6,800
6,800
12
9,000
9,000
42
6,800
6,800
72
6,800
6,800
13
9,500
9,500
43
6,800
6,800
73
6,800
6,800
14
6,800
6,800
4.4
10,000
10,000
74
6,800
6,800
15
6,800
6,800
4.5
9,000
9,000
75
6,800
6,800
16
9,400
9,400
415
6,800
6,800
76
6,800
6,800
17
10,000
10,500
47
6,800
6,800
77
6,800
6,800
18
10,000
10,444
48
6,800
6,800
78
6,800
6,800
19
9,000
9,000
49
6,800
6,800
79
6,800
6,800
20
6,800
6,800
50
6,800
6,800
80
6,800
6,800
21
6,800
6,800
51
6,800
6,800
81
6,800
6,800
22
6,800
6,800
52
6,800
6,800
82
6,800
6,800
23
6,800
6,800
53
6,800
6,800
83
6,800
6,800
24
6,800
6,800
5.4
6,800
6,800
84
6,800
6,800
25
6,800
6,800
5.5
6,800
6,800
85
6,800
6,800
26
10,000
10,000
515
6,800
6,800
86
6,800
6,800
27
6,800
6,800
57
6,800
6,800
87
6,800
6,800
28
6,800
6,800
58
6,800
6,800
29
9,500
12,550
59
6,800
6,800
30
10,000
10,000
60
6,800
6,800
TOTAL
659,100
657,609
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