NCC214428_Site Plan or Location Map_20210804

O
N
a� eao�Q/
m
a a W
rn
0
o �
W
o� I
o. j
C / l
h a� �
v- t'
� 4� � JV tie � \
PIN. 561 1-42-7336
/ } /GREG HANNAKAN
SUZANNE HANNAKAN
/ DB 10061, PG 0207
ZONED: RM-2
LAND USE: SINGLE FAMI
RESIDENTIAL
/ 7
l 0.23 AC.
© 7
R
�:
S \ 0.22 AC.
T a
ti
\ � s
.'.� 96 DIAMETER:::.:.:.
ndd dC 78
A ---A
PIN:
0.32 AC.7"'
5611-51-6664
ALVIN M. HILL
DB 0516, PG 0319
ZONED: RM-2
6 :: 4..n:.' :..' LAND U E: VACANT
\ PIN: 5611-42-9175 8¢ Q':' 0'''' �• A�Fa Ao �� , o Fss. cys��
\ LARRY LANCASTER
ROBIN W. LANCASTER
/ DB 09977, PG 0703 1 G F 9
ZONED: RM-2
\�B �O''''
\ \ LAND USE: VACANT
f�\ s X/
\ 30' CLASS 2 UNDISTURBED STREAM � \ `� •h� / \
8 E �9; BUFFER WITH 10' NO BUILD ZONE" \
8\ \ O
COS \ 0 0.80 AC.
0.09AC. I \
fib. (\/
LY
\ ao 0
PIN: 561 1-51-1678
ICA ENTERPRISE INC.
DB 13933, PG 00038
ZONED: RM-2 i \ i GRAPHIC SCALE
LAND USE: VACANT
® 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING / \ 100 0 50 100 200 400
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2)
Know what's below. 3).
Call before you dig.4).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE CITY
OF CONCORD.
SHORING WILL BE ACCORDING TO OSHA TRENCHING
STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
( IN FEET )
1 inch = 100 ft.
LINE TABLE
LINE
BEARING
DISTANCE
L1
S 40°58'54" E
20.02'
L2
S 33°32'01" E
48.37'
L3
S 32°07'38" E
33.48'
L4
S 45°53'06" E
25.32'
L5
S 37°42'27" E
67.69'
L6
S 28*20-15" E
74.62'
L7
S 39°02'33" E
81.54'
L8
S 32°58'49" E
77.64'
L9
S 25°51'16" E
58.98'
L10
S 25'50'15" E
64.34'
L11
S 48°43'07" E
77.12'
L12
S 26°34'54" E
62.14'
L13
S 04'09'11" W
24.03'
L14
S 37°03'41" E
28.27'
L15
S 38'58'15" E
66.17'
L16
S 38°13'21" E
83.95'
L17
S 35°41'52" E
76.18'
L18
S 41°1337" E
63.05'
L19
S 39°23'26" E
35.60'
L20
S 38°36'05" E
54.86'
L21
S 34°33'05" E
61.47'
L22
S 41 °28'55" E
30.69'
L23
S 39°03'20" E
22.18'
L24
S 53°44'32" E
34.32'
L25
S 45°52'42" E
74.84'
L26
S 38'1817" E
39.33'
L27
S 10°58'31" E
56.53'
L28
S 25°54'36" E
33.09'
L29
S 25°54'36" E
19.31'
L30
S 32°5V13" E
39.71'
L31
S 56°26'27" E
36.16'
L32
S 29°30'23" E
33.89'
L33
S 40°08'30" E
61.29'
L34
S 39°20'28" E
89.70'
L35
S 30°46'24" E
48.56'
L36
S 32°47'14" E
75.94'
L37
S 22°47'49" E
40.36'
L38
S 29°29'20" E
49.08'
L39
S 32°14'51" E
58.47'
L40
S 38°41'49" E
61.10'
L41
S 34°44'12" E
23.96'
L42
S 70°59'33" E
62.26'
L43
S 33'19'39" E
82.08'
L44
S 41 °03'59" E
47.02'
L45
S 37°03'30" E
37.05'
L46
S 40°58'54" E
50.29'
L'ummv/v vruv .�r/LIV- rRvv1Uv-U. PKi/lGJ - J-J/.//Af.
(t41.03 ACRE3/t71. 1 ACRES = f57.7l )
10. STREET TREES. -
REQUIRED STREET TREES = 1 SHADE TREE EACH SIDE OF ROAD
PER 50 L.F. (LOCATION TO BE DETERMINED ALONG PROPOSED
STREETS AND ALONG THE EXISTING LUCKY DRIVE NW STREET
IMPROVEMENTS)
11. IMPERVIOUS CALCULATIONS
PROPOSED LOTS. 427,700 S.F. (t4, 700 S.F x 91 LOTS)
PROPOSED STREETS. 179, 317 S.F.
PROPOSED SIDEWALKS. 57,863 S.F.
PROPOSED TRAIL: 13, 243 S.F.
TOTAL IMPERVIOUS. 678,123 S.F.
IMPERVIOUS PERCENTAGE.- 678,123 S.F./3, 097,116 S.F. = 21.90%
12. THIS PROPERTY DOES NOT FALL WITHIN A WATERSHED DISTRICT.
13 FEMA FLOOD PANEL: #3710561100K, DATED: 1111612018,
A PORTION OF THIS PROPERTY LIES WITHIN A REGULATED
FLOOD PLAIN OR A FEMA FLOOD ZONE.
14. ANTICIPATED DATE OF FINAL PLATTING. OCTOBER 2021
15. STREET LIGHTING WILL BE 12' LED STANDARD LANTERN FIXTURES.
16. GREENWAY LOCATION & EASEMENT WILL BE DETERMINED & LOCATED
ON FINAL PLAT PRIOR TO RECORDING.
L WY- E-- / � /
ENGINEERING, INC.
N.C. CORP. LIC. C-1 815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE, N.C. 28078
PHONE: [phone]
FAX: [phone]
ll ol" l�`il
,M
iC�INE�o
/yF°°°°°°°°
'�/,/ L S. ��..
��1111111111�`
ISSUED FOR
CONSTRUCTION
NIBLOCK
HOMES,
LLC
759 CONCORD PARKWAY NORTH
SUITE 20
CONCORD, NC 28027
PHONE: [phone]
[e-mail]
ti
N
Z
00
0
"'
u)-
U
Z
>
0
0
z
m
U
Q
�
z
0
J
(n
U
J
�:
w
J
z
-
w
C/)
0
0
w
>-
()f
�e
U
J
REVISIONS
PROJECT NO.: 2020.19
SCALE: 1 "=100'
DRAWN BY: CLR
CHECKED BY: MSL
DATE: 06/14/2021
SHEET NO:
C200