HomeMy WebLinkAboutNCC215461_Site Plan or Location Map_20211006SITE INFORMATION WATERSHED DATA
PARCELS WS-II BALANCE AREA WATERSHED
4667-84-5646 = 2.694 AC. ALLOWS 30% IMPERVIOUS
4667-84-3630 = 2.100 AC.
4667-84-1576 = 0.485 AC. IMPERVIOUS CALCULATIONS
4667-74-8855 = 0.402 AC. PAVEMENT = 23,952 SF
\ \ \ TOTAL AREA - 5.681 ACRES BUILDINGS = 36,087 SF
\ \ \ SIDEWALK = 1,863 SF
\ PROPOSED 41 TOWNHOMES DRIVEWAYS - 10,983 SF
-14 MAX DENSITY ALLOWED: 12 UNITS/AC.
PROPOSED DENSITY: 6.99 UNITS/AC. TOTAL = 72,885 SF = 1.673 AC
1.673 / 5.681 = 29.4% IMPERVIOUS
ON �d�� \ \� \\ ��' DEVELOPER
�� NEST COMMUNITIES, LLC FLOOD DATA
\ \ \
ATTN: ERIC WOOD THE PROPERTY DOES NOT LIE WITHIN A FLOOD
236 RACEWAY DRIVE SUITE #7 HAZARD ZONE ACCORDING TO THE FLOOD
/> INSURANCE RATE MAP (COMMUNITY PANEL)
MOORESVILLE, NC 28117
3710466700J DATE 3-18-2008.
EMAIL: ewood@nesthomes.com
LANDSCAPING
DESIGNER:
LANDSCAPING SHALL COMPLY WITH ALL OF TOWN
OcS` / �� SEWER MANHOLE \ \ PAUL CARTER, PE
OF MOORESVILLE STANDARDS PER ZONING
�p� '7� 1� RIM = 910.66' 470 N BROAD STREET ORDINANCE, CHAPTER 7: LANDSCAPING AND OPEN
d INV. IN = 906.16' \ \ GRAVEL
�j INV. OUT = 905.51' \ \� `�/p DRIVE S�Og� SUITE A SPACE.
cr-tJZ \ \ V
'75� ril \ \\ \ \ TBM ���6 MOORESVILLE, NC 28115
ELEV.— 910.74 (865) 816-4557 TRASH COLLECTION
'�� \\ �� Ik36 / pcartertn@yahoo.com 1. TRASH COLLECTION BY TOWN OF MOORESVILLE
TOP OF WATER \ /
LINE ELEV SITE DATA
\ 906.50' o \ ZONED: NMX
FRONT/CORNER SETBACK: 15 FT
REAR SETBACK: 25 FT
/ O� � .�� '• � � \ yO 1�r0 SIDE SETBACK: 5 FT (INTERNAL SETBACKS 0)
If,/p \ �� / PEN SPACE
OPENSPACE PROV OE 3.38 AC
AC x 0.1 = 0.51 AC
35'x35' \
SIGHT \ ACTIVE OPEN SPACE REQ. = 0.51 x 0.4 = 0.204 AC.
TRIANGLE, \ / ACTIVE OPEN SPACE SHOWN = 0.49 AC
\ \ GRAVEL
\ � � •. •\ DRIVE
?0. > \ Elp DRIVEEL SQo���
"� •gyp '�'r. \ '� \ 2� sA � \
\ S7 / Go > NOTE.
C� \ d �� gj �30`� / \ �6's`so. 20 / \\ BRIARHILL ROAD WILL BE A
o Q1
O \ 5g3 \� /\ �5• \ / TOWN MAINTAINED ROAD.
0-1 NOTE:
21 \ 0 ALL R/W IS PUBLIC EXCEPT
WHERE NOTED AS PRIVATE.
I R26'
6j22 \ GRAVEL \�� NOTE:
\\ ��S \\ ) \ s 12 co O' 23 \ \ Elp DRIVE �0�(�1� WATER METERS AND SEWER
CLEANOUTS WILL NOT BE
24 \ C� \ ��'A°• C�� LOCATED IN DRIVEWAYS.
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PROP. DUMSTER \ 27
SEE DETAIL) \ �/� ��� 19
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LOCATION r0 \
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\ \ N y O / / \ 29
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POCKET PARK i \ 31 � \
32 \ \ !y PROP. 2' 6" STANDARD C & G /
OF15) WAER �
34 � ASPHALT
R
s , \ =38 �O \ / / / \\ STREET \ DRIVE /
tS \ > LLI=59 6g \ / f \ LIGHT, ugh 35 ty
ACTIVE COS TO BE GRADED, / \ 37
�? SEEDED, AND MAINTAINED FOR
o � ��j• S RESIDENTS AND PROVIDED
� \ ] \ 11 0WITH 2 BENCHES. l
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GRAVEL �� �Ar
\� \ WOODEN SPLIT RAIL FENCE \ I O / I _ DRIVE
4- WITH WIRE BACKING
(SEE DETAIL)
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X \ \
/ — —+ —
S85°54'04"E / 85°54'Q'4"E — — — — — R=390� TOP OF WATER \ v�
E L=61.26 LINE ELEV �, \
_ / 101.24 10' TYPE "D" BUFFER = 910.76'N: 674,436.1900 \ \
FER
c // ���� // / E:1,468,398.8360 MICHB>3\3H�LDERS
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N: 674, 405.2679 Roy so
E:1,468,867.0812
GRAPHIC SCALE
v 0 20' 40' 80'
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Town Of Mooresville, NC
Plan Approval
Planning Department Date
Engineering Department Date
Fire Department Date
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PROJECT #: 18-31
DATE: 12-30-20
DRAWN BY: PC CHECKED BY: PC
TITLE
SITE PLAN
SHEET NO.
C-2.0