NCC230546_Site Plan or Location Map_20230302

L
Q
N
N
O I
PB
V - - - G - - - - - G - - - - - G- - - - - G- - - - - G - - - - - G- - - - - G - - - - - G -- -- G - - - - - G
----
--- G--: - ---- v G----- G----- G --io
I G
8"S�ERR
,1.68
): 818.35
U
m
INV(IN): 801.55
INV(OUT): 801.23
SITE DRAINS TO REGIONAL POND
EX. FIRE HYDRANT
5 - - - - - G --- --- G - G - - - - - GG - - - - - G - - - - - G - -
/
/
/
/
--- W - - - - - W - - - - - --- W - - - W-----1W - - - - - W ---
� rn
3 rn
00
STRIP SIDEWALK CROSSING / 1 11
SINGLETON ROAD Nil
A (80 , PUBLIC R/W) ASPHALT
POTENTIAL MONUMENT SIGN LOCATION Z » / /� M. B. 35, 1-(2,). 69-93
(PERMITTED BY OTHERS) .J 1. V EX. R/W 15WIDE PUBLIC SEWER EASEMENT EXTENSION
1 y R30' ..... .... EX. UNDERGROUND o /
R30' MODIFY EX. CURB / r
PROP. S SIDEWALK 1 QrIJ
I ELECTRICT TO PROVIDE ADA CURB
• NEIGHBORS V APPROXIMATE LOCATION OF RIGHT-OF-WAY y�
RAMP AT NE +'
- - - - DRIVEWAY �O A
Vi I • a ''' d • . d. 8 8 .d . ..d.. t < l
. .. e . e
OPEN SPACE ]0'UrILIrYEMEN7 -
1,506 SF - SSMH
D.B. 121 , PG. 13 10' FRONT SETBACK 35x35 SIGHT TRIANGLE -
(SEE SHEET CO9) - T.� T. ® 1 8" PVC
SIn
�, , ........... 8" PVC SS s ss ss ss ss ss -ss - ss ss RIM: ??812.80
ss
INV(IN): 803.10
=35' / INV OUT 802.78
£ 19 15' SA IT 45 SEWER EMENT INV(OUT):
144
LANDSCAPE EASEMENT O.............. F O I I I I
M.B. 50, PG.
POTENTIAL MONUMENT SIGN LOCATION R10 .. R10' 9 I y RIM: 824.99
. R5' ........�. 9' R5'. ........................ R5' .............................. �'.. ° ° INV(IN):815.99
(PERMITTED BY OTHERS) I £ .............................................................................. ................
I. I //........................................................................... INV(OUT):815.32
................................... PROP. ADA SPACE .... :
................30........... W/ SIGNAGE ......... 30.................. a LIGHT DUTY ASPHALT PAVING
I ............... ............. PROP.18'CURB& GUTTER............................ .
C)D...............................`.....
I . I I / (TYP.) I 1 (TYP. FOR PARKING SPACES)
..................
£. I-r R5' . R5' ............. 1 I
. ...
............ ......... .
PROP. DUMPSTER ENCLOSURE
® t I 19 9 R55' I (TO BE DETAILED ON ARCHITECTURAL
C.RPC� I ' I I PLANS SHALL COMPLY ToM STANDARDS
£ I ,°,
I ,°a
' I
ti a OPEN SPACE I °
5,186 SF
RISER
(� (SEE SHEET C09) £. ,°
L2j ON P-4 sm 0-4 mm k-m-1 0-0 Rill
PROP. A DA RAMP
CO 1U
m PEDESTRIAN GUARD RAIL/FENCING
LU
ALONG TOP OF RETAINING WALL
fill LU
(B) SSMH
S- W - --- W ----- W ----- W -
W
-- W----- W----- W----- W----- W�---- W----- W----- W----- W --
RIM: 827.23
INV(IN)(A): 817.78
(A); „
1 N INV(IN)(B): 817.69 ; ASPHALT 30 CdcG0
INV(OUT): 817.62
I
ADA CURB RAMPS
EX EOP AT SIDEWALK CROSSING
2,500 SF I 1
(SEE SHEET C09)
m l
~I w
Lu
.:.:.:.:.:.:.:.:.:.:.:.:.
II
IICHILD CARE PROPERTIES LLC
PROP. SSIDEWALK D.B. 2422, PG. 1008
.... (TYP.) P.B. 45, PG. 144
• PIN: 4647-02-9701
RIG
I ff l I I 30,000 SFTPOER FLOOR 10' PRIVATE SEWER
I
®£. (n I I i EASEMENT FOR LOT 2
( ) SSMH
SSMH 8" TERR B RIM: 2.10 I . I I PROP. RETAINING WALL 30' '.'.'.'.'.
RIM: 846 84 -i £. D I (BY OTHERS) 1 n
INV(IN A : 83 .40 Ivl
INV(OUT): 835.96 (A) INV(IN : 83).79 m I I 1
2 INV(OU) 835 30 1 . 1 s10'
15 ...........
...... I I
I.
I.
SETBACK LINE (TYP.) - -
717
I
- I I HEAVY DUTY ASPHALT PAVING
am co I-L�Tl
............ I (TYP. ALL DRIVE AISLES)
III - - - _--- I 1
- - - -
�£ 25' REAR SETBACK
I 1�3,61 FT. I I GATE
OCO
III fTII I OR 32q' 12 R30
Z III I
®�II'.
.-FIRE LANE .
NO PRKING..... ...........................
.... . . .RN ... ................ . ..R.3.0...
30
.... J
CO
_Tj I 25' REAR SETBACK 20' ADJ LOT LINES (TYP.)
F- - - -
mI I I \
n Cf) Mi00
. \
I \
N II \
Qc)o I I \ \ PROP. LOT LINE FIRE TRUCK TURN AROUND AREA.
(-N O o I I \ PROVIDE SIGNS DESIGNATING THAT
®I I NO PARKING IS ALLOWED WITHIN TURNAROUND
�£ II-----------------------
Z �'
,I
I' I
SSMH ISLAMIC CENTER OF LAKE NORMAN
INC
RIM: 851.56 INV(IN): 844. 6 m I £ I I I 1 I D.B. 2612, PG. 899
wo 0 l I I
I P.B. 45, PG. 23
INV(OUT 84 .1 6 OM � a; I I I P.B. 54, PG. 5
0 £ I I 1 PIN: 4647-12-2609
�7 I
c� M I
I I EX. PROPERTY LINE (TYP.)
� ®I LOT 2
£ I 1 1.211 A 52,751F II
1
II I
12 0.0' I I
�y
W £. 1
� 1
z y SSMH
RIM: 85E 01 £ I I EX. FIRE HYDRANT I
INV(IN): 846.88 I 10' FRONT SETBACK 1
V((OUT) 846.71 i L- --------------------
- - - - - - - J
CROSSWALK EU-
CONIC
RIP -RAP
n N W X2 RIP RAP \
>z y I ASPHAL T \
� I
£ o
m � 30» c� SWIFT ARROW DRIVEASPHALT
(l/ARIABLE
WIDTH PUBLI�W) \
w M B 54, PG• B _
I \
ILr
/
_
SITE
I
I
VICINITY MAP �
SCALE: N.T.S.
SITE & ZONING DATA TABLE
PARCEL ID
4647026590
LOCATION
211 SINGLETON RD. MOORESVILLE, NC 28117
JURISDICTION
MOORESVILLE
ZONING
CM
TOTAL PARCEL AREA
3.297 AC
LOT 1 AREA
2.086 AC
LOT 2 AREA
1 .211 AC
LOT 1 PROPOSED USE
SELF-SERVICE INDOOR STORAGE
LOT 2 PROPOSED USE
UNDEVELOPED
MIN. FRONT / STREET SETBACK
10'
MIN. SIDE SETBACK
5'
MIN. REAR SETBACK
25'
MAX. BUILDING HEIGHT
3 STORIES
LOT 1
BUILDING AREA
30,000 SF PER FLOOR X 3 FLOORS = 90,000 SF
PARKING SPACES REQUIRED
25 SPACE
PARKING SPACES PROVIDED
25 SPACES
REQUIRED OPEN SPACE
10%- ( 9,043 SF - 0.207 AC)
PROVIDED OPEN SPACE
10% - ( 9,043 SF - 0.207 AC)
REQUIRED TREE CANOPY RETENTION
NO EXISTING TREE CANOPY - 0%
PROVIDED TREE CANOPY RETENTION
0%
FEMA MAP NUMBER
3710464700J
FEMA MAP DATE
2/18/2008
SOIL TYPES
UmF (100%)
TRASH COLLECTION
1 DUMPSTER
ALL ARCHITECTURAL DESIGN STANDARDS SHALL APPLY
SITE LIGHTING BY OTHERS & SHALL COMPLY WITH LAND DEVELOPMENT STANDARDS
LOTS 1 IMPERVIOUS SUMMARY
ITEM
SQUARE FOOT
ACRES
PERCENTAGE
OF LOT 1
TOTAL AREA (LOT 1)
90,866 SF
2.09 AC
N/A
EXISTING IMPERVIOUS
0 SF
0.00 AC
0.00%
PROPOSED BUILDING (BUA)
30,000 SF
0.69 AC
33.02%
PROPOSED ASPHALT (BUA)
20,864 SF
0.48 AC
22.96%
PROPOSED CONCRETE (BUA)
2,914 SF
0.07 AC
3.21%
TOTAL BUA
53,778 SF
1.23 AC
59.18%
TOTAL PERVIOUS
37,088 SF
0.85 AC
40.82%
LOTS 2 IMPERVIOUS SUMMARY
ITEM
SQUARE FOOT
ACRES
PERCENTAGE
O F LOT 2
TOTAL AREA (LOT 2)
52,751 SF
1.21 AC
N/A
EXISTING IMPERVIOUS
0 SF
0.00 AC
0.00%
PROPOSED BUILDING (BUA)
0 SF
0.00 AC
0.00%
PROPOSED ASPHALT (BUA)
0 SF
0.00 AC
0.00%
PROPOSED CONCRETE (BUA)
0 SF
0.00 AC
0.00%
TOTAL BUA
0 SF
0.00 AC
0.00%
TOTAL PERVIOUS
52,751 SF
1.21 AC
100.007.
OVERALL SITE 3.297 ACRES 70% MAX. ALLOWABLE IMPERVIOUS COVER
FOR PARCEL 1 AND 2. 2.31 ACRES MAXIMUM ALLOWABLE FOR BOTH PARCELS
LEGEND
PROJECT BOUNDARY
Q
BUILDING HATCH
PROPOSED BUILDING
CURB AND GUTTER
LIGHT DUTY ASPHALT
PAVING
FIRE LANE C&G
- -
- - - - - BUILDING SETBACK
SIDEWALK
IRRIGATION CONDUIT
HEAVY ASPHALT PAVING
- - - - - EXISTING SURVEY
STOP
STOP SIGN W/ PARKING ROW
COMPACTHANDICAPPED
XX
WHITE STOP BAR COUNT
O CARSPACE
PARKING SYMBOL
&��
R1-1
IDT #772829
NOTES
1. SITE LIGHTING WILL BE PROVIDED BY OTHERS.
2. STORMWATER WILL BE DIRECTED TO AN EXISTING POND OFF SITE, THE
POND HAS BEEN DESIGNED TO ACCEPT THE STORMWATER RUNOFF.
3. EXISTING PARCEL SHOWN TO BE SUBDIVIDED INTO TWO LOTS. LOT 2 TO
REMAIN UNDEVELOPED AT THIS TIME.
4. LOT 1 STORM DRAINAGE IS NOT DESIGNED TO ACCOMMODATE A FULL
MAX IMPERVIOUS LOT 2 BUILD OUT. LOT 2 WILL DISCHARGE STORM INTO
SWIFT ARROW DRIVE STORM DRAINAGE SYSTEM.
5. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
6. NO EXISTING TREE CANOPY IS PRESENT ON SITE THEREFORE TREE SAVE
REQUIRED IS 0%. NO TREES PRESENT THAT ARE GREATER THAN 24".
7. CROSS ACCESS TO ADJACENT DAYCARE PARCEL IS NOT FEASIBLE
BECAUSE OF EXISTING GRADES AND USES.
8. CROSS ACCESS TO LOT 2 IS NOT FEASIBLE DUE TO EXISTING AND
PROPOSED GRADES. LOT 2 WILL HAVE DRIVEWAY ACCESS OFF OF
SWIFT ARROW DRIVE.
1 . CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO
BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO STANDARDS OF THE DEPARTMENT OF TRANSPORTATION.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART
1926 SUBPART P, OR AS AMENDED.
Know what's below.
Call before you dig.
0
U
_o
L
a
D
M
�
COO
�
W
W
�
LU
r� w
�Z
w
U
LL-T
w
�o
wQ
U
`
/
J m
}
0,Q�
O
U
mw
z
U
N
Q
-
a
w U
U�
G
U
N Lo
z¢
N
10
J
G
r
Z
J
�
0�
O
Q
N
w
F
S
NORTH ARROW
0 15 30 60
GRAPHIC SCALE 1 "=30 FT.
LU
V
0
F_
V)
00
N
Z
z
0
w
J
J_
0,
>
LU
Q
0
0
Z
�O
z_
-
z
^J
Z
LU
J
0
z_
V)
VI
^/
N
0
:�E
ME
REVISIONS:
2022-12-19 1 ST ToM COMMENTS
CO3 - SITE PLAN.DW G
PROJECT NUMBER: 221102
DATE: 10/10/2022 DRAWN BY:
KIW
C04 14
SHEET OF
CO3 - SITE PLAN.DWG - PLOT: Kennedy - TUE. 12-27-2022 12:06 PM