NCC220137_Site Plan or Location Map_20220107

TWIN LAKES LOT 30
EROSION CONTROL PLANS
SITE AND DEVELOPMENT DATA
JURISDICTION
UNION COUNTY
SITE ADDRESS:
913 DEODAR CEDAR DR.
TOTAL AREA
1.022 ACRES
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
0.52 ACRES
uRLrrvxoTEs: I I
UNION COUNTY PUSLro WORKS Ur ILRY RIGHT OF WAY 11p EIR
SHALL EXISTS ON ALL SANTARY SEWER LATERALS, WATER ex.envD. et ( vw. osxm,a
-
_
METERS AND FIRE HYDRANTS. THE UTILITY RIGHT OF WAY
IS LOCATED 5 FEET ALL SIDES FROM THE CLEAN 0,4,,
_
WATER METER, OR FIRE HYDRANT TO THE PUBLIC OR
IGNTOF­
­CT HEPROPEOR UY
OWNER SHALL NOT CONSTRVCTORPERMIT AND
ONSTRUCTION OR PLACEMENT OFANY TYPE STRUCTURE, xgvA,s
PLANT TRESS, OR MAKE USE OF THE EASEMENTAREA IN awa
ANY MANNER THAT WILL RESULT IN INTERFERENCE.
iERRUPTION OR IMPEDIMENT OF THE COUNTYS
ASEMENrAND INCREsaECREss /.;
/
PROPERTY DATA
B°
'•
OWNER: TWIN LAKES FARM, LLC Iry
OEEDRO-S113,1AGE,82 BK vG»s
_
Vicinity Map
`
--PC OF 06042-DOTE; O6Q02-0QiE 06042 OOfA
O6-W2-0O1G; 064142-0Q1N
NOT TO SCALE
PROPER1-12.-(CLUSTER) z
TOTAL NUMBER OF LOTSTHIS PLAT=72dI
,�xneoee
TOTAL AREA THIS PLAT= 91.99 ACRES 8
TOTALAREA IN LOTS=50,81 ACRES exn x 1�
TOTALAREAINCOMMONOPENSPACE=31.952ACRIES
TOTALAREAINROADS=T.699ACRES I
SMALLESTLOTS=20.OWSQ.FT/0.459ACRES(LOTS61, 80.AND81)
,DOT CONSTRUCTION STANDARDS CERTIFICATION.
NA%IMUM IMPERNOUS AREAS
I HERBY CERTIFY THAT THE STEETS ON THIS PLAT DESIGNED AS
PUBLIC ARE OR WILL BE IN ACCORDANCE WITH THE MINIMUM -
LOW DENSIITYARE :LOTS 13-99 - 13,686SO.O FT.
RIGHT OF WAY AND CONSTRUCTION STANDARDS EBTABLIBHEO BY HIGH DENSITYAREA: LOTS 50434= 13,B85 SQ. FT.
THE BOARD OF TRANSPoRATION FOR ACCEPTANCE ON THE
STATE HIGHWAY SYSTEM. xvw 01
vD eeo
DISTRICT \
ENGINEER-_--__-_._pgTE------
1=0
�' OKUDx.IO\ �x518'EIR � * Tw1 e,svD.em
/ / AH wx�Axcvv 51B"EIR� 1q0� � \
49` '6'ss-e ss•FIR�
IDDDwx w IRID NBTI RRCNALL C001 ETNE SRANI a IG S1Ow ARS BASED -
,IN
�i•EIR tea/ I B32Qi1. z Y
1 EIR COMBINEDCRIDFACTOR 099885511 ,,^^ m' pp
VW Q�6
Z
LAREASCOMPUTEOUSNG COGRpINATEGEOMETRYOISTANCES. c
IRONRESARSATALLPROPERTYCORNERSUNLESSOTHERWISENOTED. Z
ALL AwO,� VaNEC­I WW
CURRENT s AND TAX RECORDS AND NSDEREp Now OR
ERROR OF CLOSURE. 1.,OOJO+ BOUNDARY TRAVERSE WAS
1 ApJUSTED USING THELEASTSWARES METHOD.
_` OTHER UNDERGROUND UTIORES MAY EKi3T BUT THflR LOCATIONS ARE
- � i � NOT KNOWN
SPRING OAK -'
- Su OCiRT0YE9SEMENT9.TR94 ov w YT OR HE , CAONS m
7 `L _ _RECORDEDOR,MPLIED Y BE
AL
c.o.S.9s
LOW DENSITY .11
DORHn o AREAns srRioEowN oNN�eM.A°CAFiooDw suRaNCE nn
AMENITY AREA $ >.,�u / 2a"oa coMMUNrn PArIEL No. Sn°assoD.,, EFFEC I/E DATE ocroeEft III,
P.c D.N�LL ! AP
INTERSECTIDRs ARE JEGT TO 11 K TD SIGHT TRIANGLES AS
_-_�-•- _ _ _ _ 111 REOVIREOev T
HE
N
C O.STs�
MP �
61
60
59
3.0.
58 #3
IL
r 57
L _ J
r 56
ex.TMDPD.aD, J E I� 52 53
JI it
J eP soz­a, r eG1 F.
/ Fknwvncxwu \ \ J �. 42�
�K W 34
I =xB saz 45 /
W I
/ 43 �� � C.O.S. II
#2 III
D`ix� a9 144
39
32
IITEIR
27
28
29
S19"3553"E BTO DRAM EASEMENTS ARE CENTERED OVER THE DITCH LINE, PIPE
OR RD INAGE STRUCTURE SHOULO THE DITCH L E, PIPE OR
- 4 - THE 9
-- w��-� �CENTEROFTHE RELOCATED DITCHLINEaNWOR STRUCTURES
_
621 63 II 64 /�
W L BBB TNIS PUN SHALL =PLY WITH ALL PROYISONS OFRETNE urvroN
��LOPMENT ORDNANCE AT HE TIME O WAND
"
`"
a d
x" APP°UR A
65 /X
et nAND
M w st
DwNERBHIP AND TENANGE OF AREAS GNATED AS G
TIN "RESPMISIRILRY
o
S n
a
,12"EIR OPEN SPACE IS OF THE HSMEOWNERS, TH
- 66 succsssD`,aNwo3asSGNs.
wTe
77 I 87 \ - uu ans... D
1I I `
a
I�'EIP
E
z
N
w
82=EMS
Q o
xZ
J
�a
1 > P� 72
\
a
W LLo
ex.,MaPD
73
LU
24 $��
\26 10 EIR
-/
20 14
37 III
30
31 / //
\
/1-114.
s9
114'
38.
`I T
16
�H.F
= I I
�/
\ ✓�
Iove,usaACE)
/ % I 18
\
C.O.S.
s4a•zz'os•w /
WIN AK67"`1 M, LLC
BK
N:466T53.45
E:14B9fi6TM
(NADEl
G.O.S.#1
\�� I
17 � f /
6
ELO
/ FUTURE DEVELOPMENT
B� D,
,
c,�s,srATEOT
Sq 5yy l5GN --
62 N:
�_--
1` -iA1 3
/ ,13 /
rIaRTNCARaINA -
NGS MONUMENT
HM70'
4 _
$ ` -�
-�
_ �/11 -L
/ / 1U 1
12
sr.a,
C.O.S.UNION
RUSSELL I. W"ITEHURST, PROFESSIONAL LAND SURVEYOR
WENCES
N:4fifi549.40
E: 1489077.51
GGF-0999B5B41
6
\ 7
9
8 II
#4
ARE SHOWN ONACT'THE FACE THIS TRTHAT
E RATIO OF FREGBroN AS CALCULATED IS 1711- TWIT
\ \ coNVERCENCE ANGLEFELD : ' /;IMuI""RRORwHFrROM�m1FORMnAAR ttor oNEFouNo
\ -as9-s alesae w R,�. TWIN LAKES, 1 - HA LwurvDAR ES NGT sursTION U A A
RBTRC --- PHASE 1. MAPi -___ _- PUBLIC _ Rp/y
A \ PR/BL/C�' LANE PLAT CAB P. FILE 550 z y 1346' BIT - _ IN DEED SKj bee D ) PG.bee m ), THAT THIS MAP was ,[ssI
R41 $.R PREPARED IN ACCORDANCE wITH G OT3o AG AMENDED; P
REVIEWOFFICER \ _ ` ' - EU�N CHURCH ROAD'_ _ AN ORI THE %O.F.A u UARCE s vl LR of uND
STATE OF NORTH CAROLINA _ _ 8- _ _ w!1'HM THE AREA OF A COUNTY OR MUNICIPALITY THAT 1AS
COUNTYOF UNION MY ORIGINAL SIGNATURE, LICENSE NUMBER A 41p Nx,RY
I A REVIEW OFFICER OF UNION COUNTY, GRAPHIC SCALE TNIS_UaroF SwAm„NL. wM I
CERTIFY THAT THE MAP OF PLAT TO WHICH THIS CERTIFICATION IS0 2DO'
AFFIXED MEETSALL STATUTORYREQUIREMENTS FOR RECORDING. USERS OF THIS PLAT ARE REQUIRED TD
I FEET i USE SHEET 2,3,4,AND5OF5IN 1 of 5
RECORDED HEREWITH RU sr
GATE REVIEW OFFICER 1 +nCh = 200 ft. NO SSIONALLANDSURVEYDR
11
-
ag0na'
VICINITY MAP
NOT TO SCALE
EAGLE ENGINEERING
PROJECT ENGINEER:
STREET ADDRESS:
CITY, STATE, ZIP
PHONE:
EMAIL:
PREPARED FOR:
STREET ADDRESS:
CITY, STATE, ZIP:
PHONE:
EMAIL:
CONTACT:
FIRM LICENSE # C-0873
2013A Van Buren Avenue
Indian Trail, NC 28079
[phone]
www.eagleonline.net
-� N CA /�O""�+►a
EAGLE 9
n ENGINEERING, z
m INC. o
No. C-0873
T
ti
OF AU_ �
MATTHEW C. KIRCHNER
2013A VAN BUREN AVENUE
INDIAN TRAIL, NC 28079
704.882.4222
MKI RCHNER@EAGL EONL I NE. NET
DION WOODS
913 DEODAR CEDAR DR.
MATTHEWS, NC 28104
804.516.3842
WOODSEMAIL2002@YAHOO. COM
DION WOODS
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 30 EROSION & SEDIMENT
CONTROL PLAN
C-1.1
LOT 30 DRAINAGE AREA
C-1.2
EROSION CONTROL DETAILS
C-1.3
EROSION CONTROL DETAILS
C-1.4
CONSTRUCTION NOTES
C-1.5
NCG01
Lot#
Approved
Impervious Area
Isq
Revised Impervious
Area [sfJ
Lot#
Approved
Impervious Area
[Sf]
Revised Impervious
Area [sf]
Lot#
Approved
Impervious Area
Isfl
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
34
6,800
6,800
64
6,800
6,800
5
9,250
9,250
35
6,800
6,800
65
6,800
6,800
6
9,900
9,900
36
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
9,900
9,000
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
44
10,000
10,000
74
6,800
6,800
15
6,800
6,800
45
9,000
9,000
75
6,800
6,800
16
9,400
9,400
46
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
54
6,800
6,800
84
6,800
6,800
25
6,800
6,800
55
6,800
6,800
85
6,800
6,800
26
10,000
10,000
56
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
7
U-1
I
�O
f 'N
N
Q N
I)
N
0
w�zNo
zm=00
II
cz
co
� N
\����illlltl�ii
CAipOz''�,.
O ''Feel'
• of oti ... ;
SEAL
04550 =
INE
/' tiFw C �G �jrl�%
/ttllll o
IVA
w
zi
O
U
U
w
w
Q
U
z
w
LUo
cn
�
Y
m
o
0
w
t'
o
N
N
O
Q)
�
U
�
j
Q)
O
o
C)z
z
Q
SU
L
�
m
m
w
C
z
=
U
m
�
o
P
O
m
0
Um
w
OJO
O
=
m
C
z
o
Sheet