NCC221168_Site Plan or Location Map_20220330

SITE DATA
JURISDICTION: TOWN OF MOORESVILLE, NC
PIN: 4647084406 AND 4647170518
EXISTING ZONING: CMX (CORRIDOR MIXED -USE) & R-2
(SINGLE FAMILY RESIDENTIAL 2)
SITE AREA: ±46.26 (2,015,293 SF)
PROPOSED USE: MULTI FAMILY APARTMENTS
ATTACHED TOWNHOMES FOR RENT
PROPOSED UNITS:
APARTMENTS: 144 - 1 BEDROOM UNITS
186 - 2 BEDROOM UNITS
42 - 3 BEDROOM UNITS
372 TOTAL UNITS
TOWNHOMES: 58 - 2 BEDROOM UNITS
58 - 3 BEDROOM UNITS
116 TOTAL UNITS
OVERALL TOTAL UNITS: 488 UNITS
DENSITY ALLOWED: 12 DUA MAX
DENSITY PROVIDED: 10.55 DUA
BUILDING HEIGHT: 50'
SETBACK (FRONT & CORNER SIDE): 5'-15'
SIDE YARD: 5'
REAR YARD: 25'
TOTAL AREA OF TREES ON SITE: t7.48 ACRES (16.1% OF TOTAL SITE AREA)
TREE SAVE REQUIRED: MINIMUM 15% OF THE SITES TREE AREA
TREE SAVE PROVIDED: 5.36 ACRES (71.7% OF SITES TREE AREA)
OPEN SPACE REQUIRED: MINIMUM 10% OF SITE AREA = 4.63 AC
ACTIVE OPEN SPACE REQUIRED: MIN. 40% ACTIVE (1.85 AC)
OPEN SPACE PROVIDED: PASSIVE: 2.02 ACRES
ACTIVE: 2.93 ACRES
TOTAL 4.95 ACRES
PARKING REQUIRED: 1.5 SPACE PER 1-2 BEDROOM UNITS = 582 SPACES
2 PER 3+ BEDROOM UNITS = 200 SPACES
TOTAL = 782 SPACES
PARKING PROVIDED:
TOWNHOME SIDE: 116 GARAGE PARKING
116 SURFACE DRIVEWAY PARKING
80 ON -STREET PARKING
15 STANDARD PARKING
2 ADA SPACES
TOTAL = 329 SPACES
APARTMENT SIDE: 59 ON -STREET SPACES
523 STANDARD PARKING SPACES
17 ADA SPACES
TOTAL = 599 SPACES
GRAND TOTAL: 928 SPACES
WATERSHED: WSIV-CRITICAL AREA (50% MAX BUA)
TRASH COLLECTION: PUBLIC SOLID WASTE COLLECTION VIA (1) 40 CU. YD.
COMPACTOR, 2 (8) CU. YD. RECYCLING CONTAINER WITH
GENERAL RECYCLING AREA FOR APARTMENTS; PRIVATE
COLLECTION IN REAR OF TOWNHOMES
P PK� 6a9
10' FUTURE GREENWAY TO BE BUILT BY TOWN PER 4 4
DETAIL R-32.0 WITH ADJACENT FUTURE GREENWAY G 5
INSTALLATION. FINAL ALIGNMENT AND DEVELOPMENT
TO BE DETERMINED BY TOWN OF MOORESVILLE
o a
/ o71-
/ TOWN OF MOORESVILLE 30'
WATER EASEMENT
20' GREENWAY EASEMENT TO BE ACQUIRED
FOR FUTURE GREENWAY INSTALLATION (TYP.) 2p.� g0'
/ woo]2 inch
Ur.v va-
/ Q 0) Lj
\ 0-rnQ
i D-m
x r N Ta-
\ �c0 0
�F r
�dO (n� xr 0ry�j ✓ 4 pcV ' 1 - "0•- 0 'I _
IMPERVIOUS CALCULATIONS � I,,): � � L - � �"' � oo o J o11
� _ I o
SITE AREA: 46.26 AC (2,015,293 SF) / Q 00 ° c
MAX IMPERVIOUS: 50% = 23.13 AC (1,007,647 SF) ' 0- o s (
Q o \
/ dN
IMPERVIOUS PROVIDED: ~ o m °' _ �J ROADS t 10.80 AC (23.3%) E s o a a - I
SIDEWALKS t 2.89 AC (6.2%) / ° U ~ w J N a - I ° \
AMENITIES f 0.32 AC (0.7%) C W 1 0 a 0 I o O -- I 0 0
APARTMENTS t 3.79 AC (8.2%) / a" _<
TOWNHOMES t 2.93 AC (6.3%� a^ o w W a _
I '>rn�0
TOTAL = f20.74 AC 903,561 SF OR 44.7% / •, 0 m E s 8S d - I
( ) PARALLEL PARKING (TYP.),
SEE DETAIL 1 SHEET C8.01 ®0 db _
0 POTENTIAL FUTURE t MH�M
LEGEND: ' ACTIVE OPEN SPACE AREA (TYP.) 0 o CONNECTION Fs a -
SEE SHEET 2.04 FOR MORE INFOMATION Dd °p9Z I I
0 DEAD END BARRICADE; ,ONa I
M_ TREE SAVE AREA I % 0. SEE DETAIL 3 SHEET C8.01 Xe bay I ,
RETAINING WALL (TYP.); / I
-- SEE DETAIL 7 SHEET C8.03 0 0
NING) r====- I i
-1 PASSIVE OPEN SPACE gyp, / I
/ 281 0
/ \ CONCRETE 0 0 / no 0
/ MILE /
ACTIVE OPEN SPACE SIDEWALKS 0 (TYP.); SEE / p / o
% I DETAIL 5 / _L iN� I
SHEET C8.00 I
I STANDARD PARKING (TYP.); / 9' N
_ I o EXISTING PERMANENT
SEE DETAIL 1 SHEET C8.01 / �3 I " ' 0 DRAINAGE EASEMENT (TYP.)
- ' P. ;s o '
/ 1 0 A '� I I 30' SETBACK (TYP.)
TRASH COMPACTOR; SEE 0 26' - 0 /
DETAILS 1-5 SHEET C8.04 io -��F
/ PROPERTY BOUNDARY (TYP.) A/ I 26' o
100' WATERSHED BUFFER / / g I \ / ;i \ 5' I
L
DOG / �- \'� N ° RIVER HIGHWAY ROAD IMPROVEMENTS
/ s PARK / N _ (TYP.);SEE SHEET C7.05 FOR MORE
p INFORMATION
/ 50' WATERSHED BUFFER o I SEDGE ME DO o
CREEK CENTERLINE o 0 0 / i /' / " , p `� 26' it'R1VATE STRE ROAD
/ TOP OF BANK \ / / / )
/ I YGROAPT POOL
/ COURTYARD FOR -� T� I\ Q
/ �� REFERENCE ONLY; w
/ AMENITY AREA TO u'
BE PERMITTED _
SEPARATELY cj U _
7 N - �o
• / 9'
110
wo 0 �M
A J U� c'a-cL
8 Z I X-t o N^m
/
/ 55' NEIGHBORHOOD COLLECTOR PUBLIC ` I I \11' SIDEWALK EASEMENT (TYP.)
/ STREET; SEE DETAIL 1 SHEET C8.00 + / i
\ EXISTING PERMANENT
Z U TREE SAVE AREA (TYP.); SEE + " / DRAINAGE EASEMENT (TYP.)
i SHEET C6.00 FOR FURTHER DETAIL BMP N\ /
/ °: Urn 20' ALLEY (TYP.); SEE „; SEE SHEE87"\ _
/ c c DETAIL 8 SHEET C8.01 ors';' / C4.62 I I x J �.E N
O a 00 d
/ VALLEY CURB ON LOW SIDE AND RIBBON CURB I\ / �1� / �► `� F MO N U of a E °' a -t
ON HIGH SIDE OF PRIVATE ALLEY (TYP.); .�. / � + � � PUBLIC STRAV w ao' cmm
/ SETBACK (TYP.)
SEE DETAIL 1 SHEET C8.03 / / No \ / Q 26' B � EET .15
x r 6 ° i C J X� P\-\' I LL RIGHT IN/RIGHT OUT ISLAND PER NCDOT DESIGN
coo NSTANDARDS AND DETAIL 2 SHEET C8.02
° o o �x RIGHT IN/RIGHT OUT F
13 / TH POOL W I ONLY FOR ALLEY I A&D o 10'X70' NCDOT SIGHT
c \NGF\S I O Ncp! AREA Q ^ /I ACCESS TO o TRIANGLES (TYP.)
C) 1 I �8'6 a W Ix MOREHOUSE A� U M TN
,1 c�
� 14 � ' I I BMP �/
10 R P� \� o: 12 I I I 1 Ia
15' SETBACK(TYP.)�o+ P \v a SEE SHEET, / / F m I
r pR\v 3 Ix I C4.63 a N
Oo / \ E�\C\G • O - /
18 y aI J
20 /
SAR� d19/ 0 a
23 B �/ /o ° / Q�OJ �a
O � /
j ^ O Q // U O
E !n
o E c o \o
co C) a
\ 0 -
\ E
o
z 0,
°
04-C'
a0-
- °
a��
Y
... ... ... ... 00 M
LAKE NORMAN -
0
ate;, oco
C2�2'-6" CURB AND GUTTER (TYP.); ~ tqO ='� o I
\L` / / o SEE DETAIL 3 SHEET C8.00
s I
O \\
o / // / / � • 21 �PN� NcA. � L;1 � �o ladso �d SZ9 gQ -
� • �N 9 L �L P-osZc, / / a� v}oaaonbsJno4
POTENTIAL FUTURE > �i �°
CONNECTION o
0 lou 4o�n4D -
CJdb��A/o��y~e / 1L88-9guaa�ul
lPR\4P�� d+b�9��a o / / l3�aed Xelb
I I B p�\vP 20' TYPE C BUFFER; SEE SHEET
I
��ER LPN / C6.00 FOR MORE INFORMATION
O lo,un w / 27 5P\-\ / PRIVATE STREET WITH PUBLIC Wo,U\ Go 110V /
4
D /
ACCESS OVERLAY (TYP.);o
� STREET TO BE BUILD PER /
X-max C�'jl No, I DETAIL 1 SHEET C8.00 Xc .do
+ pNEO• `\ `�, I 2 ^ / \ 2'-6" CURB AND GUTTER (TYP.); ° F9�0i Hoag
/ CMX 8 (2M / SEE DETAIL 3 SHEET C8.00
+ ZONED: R2 \ / 20' ALLEY (TYP.); SEE
DETAIL 8 SHEET C8.01
BMP \ - - / \ \ b�9� d / / o \ 0
SEE SHEET
/ C4.61 \ Q
f \ � PROPERTY BOUNDARY (TYP.) / � � � 0
\ I / 0 3
x � Know what's below.
k J / PASSIVE OPEN SPACE (TYP.) o gs� Call before you dig.
�x�x�x-�X/ ( I y SEE SHEET 2.04 FOR MORE INFORMATION / / 0$
0 I / TREE SAVE AREA (TYP.) /
l 0 OZs°- 0 a 0 00 I J/ SEE SHEET C6.00 FOR FURTHER DETAIL SIGN LEGEND LIGHTING LEGEND
0 r
W /
o (n LIMITS OF NEW CURB AND GUTTER; TIE FLUSH INTO
J J J -j J I }01 EXISTING CURB AND GUTTER FOR ROAD CONNECTION
c _ /
'n o 11t LIMITS OF OF NEW CONCRETE SIDEWALK; TIE _ \
° I N Z FLUSH INTO EXISTING SIDEWALK
W rQN� I e
FENCE (TYP.) --� 0 w CO O't ' Sg
FINAL FENCE TYPE TO BE Q U O 0-
DETERMINED BY OWNER AND <00 o o co /
MEET MOORESVILLE STANDARDS Q 0- °' O M
C
U �3mo
_j 0 0
SYM.
QTY.
MANUF./CAT. NO.
NOTES
DUKE ENERGY - OPEN
12' HEIGHT
®
16
TRADITIONAL 50 LED
DIRECT BURY
77
DUKE ENERGY - ROADWAY
150 WATT TYPE IV 4000K
25' HEIGHT
ATBO 30BLEDE15
DIRECT BURY
DUKE ENERGY - ROADWAY
25' HEIGHT
000
4
150 WATT TYPE IV DBL
DIRECT BURY
ATBO 30BLEDE15
NOTE:
1. THIS LIGHTING PLAN IS CONCEPTUAL IN NATURE & IS
SUBJECT TO REVISIONS PER ONGOING COORDINATION WITH
DUKE ENERGY & OTHER UTILITIES COMPANIES.
Copyright © 2021 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
DESIGN
RESOURCE
003 k ka's tj
LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING
TRANSPORTATION PLANNING
2459 Wilkinson Blvd, Ste 200 Charlotte, NC 28208
704.343.0608
www.drgrp.com
.,t%u1 1 1 i fill,/�
CARQ4
OCORPORATE
_ SEAL
- v C-95 -
r" ' C-2165
LA,•' NCBELS
P� 'p U
:E-_7 ; No.1946 ; Z_
CgPE ARCS •' ���
ti
III
CONSTRUCTION
DOCUMENTS
Z
0
Z
ZJ
L
(.5
CO
O�
Z
~
J
LU
JO
J
aU�
W
W
O
p
0
LU
U)
W_
z
p
cy.)
0
[If
N
p
p
U
Z
n
O
O0U
~
N
W
(n
<Z
CD
>
J
0
O
c)
04
W
OVERALL SITE
PLAN
50 0 50 100
z
SCALE: 1" = 100'
PROJECT #: 903-002
DRAWN BY: JG
CHECKED BY: NB
FEBRUARY 7, 2022
REVISIONS:
C2.00