SW3230601_Plansheet - 3 C1 - Initial Grading Plan_20231123

LEGEND CA/�p'''�•.
• EXISTING CORNER; TYPE NOTED
RD. • IPF IRON PIPE FD.
HAGERS FERRY : IRF IRON ROD FD. LIST OF ADDITIONAL ,
0 : CORNER SET; TYPE NOTED 1157
CENTER LINE LAND USES REQUESTED: z
R/W - RIGHT OF WAY PRIVATE CLUB
R PROPERTY LINE � :N 11-27-23
CURVE TABLE LINE TABLE
INDOOR RECREATION '. v Q
PP : POWER POLE j
POWER LINE GENERAL OFFICE CURVE RADIUS ARC CHORD BEARING CHORD LINE BEARING DISTANCE �
O,9� C0�',,
- S - SETBACK LINE PROFESSIONAL OFFICE C1 1340.32' 1 19.00' N26°28'S8"E 808.65' L1 N84°16'33"W 21.42' �'��//D LED
LINCOLN - E - EASEMENT MEDICAL OFFICE �`��`�
:
COUNTY C.M.P. : CORRUGATED METAL PIPE PRIVATE RECREATION CLUB
J R.C.P. REINFORCED CONCRETE PIPE C2 1340.32' 141.67' N20°54'40"E 812.29' L2 S84'10'25"E 31.52'
0 Z HDPE HIGH DENSITY POLYETHYLENE DRAIN PIPE GENERAL RESTAURANT
` SITE ° NEIGHBORHOOD SERVICE C3 1985.35' 2.25' S18'07'51"E 803.62' L3 S84°20'27"E 31.84'
o GENERAL SERVICE
I VEHICLE SERVICE C4 1985.35' 124.56' S16°18'04"E 813.2V L4 S84°20'27"E 18.85'
41 o VETERINARIAN, ANIMAL HOSPITAL L5 N81°56'04"W 20.67' z
W z E O
I L6 N81°56'04"W 31.16' a � CD
o a 00
15" RcR I L7 N25°37'31"E 20.00' w O
INV. = 798.5'I Q O
'Y CO
>3 o L8 S08°24'32"W 20.63' (Z LO
VICINITY SKETCH or \I MICHAEL N. FOTINOS Q w >+
N.T.S. PARC� EBOOK/PAGE:583�DEED 192/81 J o
\ ZONING: B-N / ELDD
° CURRENT USE: COMMERCIAL \ ° J
0
.� z N W
o �p
�\ \ o
O
OREILLY AUTOMOTIVE SORES, LLC / / / \ \ G 2 a n Z O w
RYAN, LLC Z r vn z V
PARCEL ID: 4602653865 ti�p Z LU
DEED BOOK/PAGE: 2422/337 �� MAPLE ?3�� 2 0
ZONING: B-G / ELDD R �0 12" \ /8" IR G �� r Q
CURRENT USE: COMMERCIAL c 0 0 11" BRADFORD FOUND N - 6�
~ 1 " RCP BRADFORD ,3 ��N Uj z
INV. = 798.9'/ 1 " MA - 12' 5 " 0 \ 88' 1 3'W \ N 5 a N
O ° - J
12" 12" 12" V a
/ N88' 9' 38'E Q
0.00 5/8" IRON RD _ G
801.50' 801.50' I PEAR 8 1.7 'PEA P 8 �, CRAP \ f z
FOUND , 1 50' MYRTLE J � n > Q �+ N
o\ / (BENT) O 801 50' 801.50' 80 .50' 801. 0 1 80 6'` a W 3 O r
8 2.26' N \ n Q F 00 r
/ h ^ 801.79' U
\/ �O 801.79' 801.79' o) a \ z LC�
801.79' o =gyp �i a N �$
LANDSCAPED PARKING 802 �?'� w 0
o , T.C. 803.20' ISLAND(TYP.) 802.20' 802.20' 802.50' o '��� N 2
802.60' a c� O
INVER IN 799.50' B.C. 802.70' 802.20' � I I W A / z O O
o i �0 U
802.50' " \ g C� -
tf1 n T S` V
LEFT TURN LANE-MIN. ROAD WIDENING EX. 802.01' CATCH BASIN#9
(PER NCDOT DISCUSSION) / r• . I � � o�
RIM ELEV. 799.50' T.C. 803.14' 0 802.49' 802.80' J
' a 802.80' 802.49' 802.49' SIGN ,
Q Pl- 02 INVERT OUT 797.50' _n B.C. 802.64' 802.49' L CATIO oZ
TRENCH DRAIN (DRIVEWAY ENTRANCE) 3 ,e O¢ Z �% on M
� v _ LANDSCAPED PARKING
802.50' T.C. 803. = ISLAND(TYP.) \ 2 �o
(12"HDPE @ 1.%SLOPE) tv c� 'z y J 2 N
B.C. 20' T.C. 00' 802.75' I- 4.8
s� EX.8 1.74' 4 802. 2 B.C.803.20' 1/2" PIPE 802.75' EX. 5.00'
MONRO INC. DBA MR. TIRE / �� �� U�� 802.50' 803.20, Fo ND 802.75' \ 3.25' 2 CHARLES J. HENLEY
PARCEL ID: 460265693 ^ _ ,� 01.59' �V O T.C. 803.70' 0�3.7 ' T.C. 803.70' -j 803 803.25' 02.95' 2" IRo `� \ PARCEL ID: 4602754769 O
DEED BOOK/PAGE: 2614/227 0\ �, Q O B.C. 803.20' `" 44" DEED BOOK/PAGE: 1655/831
B.C. 803.20' - T R \ ZONING: R-T O
ZONING: B S / ELDD =O `� _� � O RAISED SIDEWALK CROSSING 803.04' 1 CURRENT USE: RESIDENTIAL
CURRENT USE: COMMERCIAL � c, j .32' 4 DROP-OFF SPACES 803.04'
TRENCH DRAIN HDPE CONNEC ION PIPE/ T.C. 803.25' �� (6" HEIGHT MAX.)
(12"HDPE @ 5.0%SLO E) Z INVERT IN 7 .15' B.C.802.75' T.C. 804.30' �� T.C. 804. ^ ASPHALT PAVING
C. 803.80' T.C. 804.30' T.C. 803.94' 142 PARKING SPACES
j .C. 803.44' w \ E .8 4.75'
p = B.C. 803.80' B.C.gC 80 .50' _ 803.44' STOP SIGN
oR Z L / I 02 yv ON R>=TE 31D ('7 YR. 803.44' (TYP.) 4.63 Z \
/ a.
1 IR 4 -' 804. , 803.56' C 804. 9' 803.44' c CV W
RIGHT TURN DECELERATION LANIJ \ T.C. 4.19' C 803 69' I T.C.804.19' S �El y5a55 A,GD N V V
N c J a J
PER NCDOT DISCUSSION / 0 B.C. 03.69' B C.8 3.69' T.C. 804.19' T.C. 804.19' '� NE NE g6p2 ME \
( ) GE \0• GE
co j SIGN B.C.803.69' B.C.803.69' �� �P RG�`\
moo. OCATI A HALT oo I 804.3T 804. H/C N\N o RUS R�5\o J M M M
803.69' \ EN E / J 0
AVING I 804.50' SIGNAGE 4.20' 0 c- \ CURB \ 0 N N N
\ \
Z r
�12"HDPE 1 /o S OPE)`�� � •• � PICKLE BALL �t r LC) O
INVERT OU 796�50' i S o
y 04.40' COURTS � � �
(TEMPORARILY PIPE INVERT TO DAYLIGHT i� y / T.C. .30' \ 804.20' 8 4.30'
UNTIL SAND FILTER SC IS INSTALL D) M B.C. 0 .80' cn 80 8 4 20' U' p N v� I m m cn 00
804.50' \ 804 i-- \ G o �T_ Q Q z O O O
o 803 2 ' Zan r) W O
1" PIPE 0. A �Z rn oNN Z Y
o LIMITED FOUND
ENT) _ X-X p O / Q Q W �
N M
Ld
of AccEss cp O� CATCH BASIN#1 N84° 'z \ _j 0 U
GATE O cb \ 38 5 X. ION ✓ ONN D O
HDPE PIPE 0 4 RIM ELEV. 803.90' x 80 .8 '
INVERT OUT 796.50 _ ( @ 0° SLOft) ,� o�00 INVERT OUT 801.90' x X 5/8" IRON N 7J � Z
y 15"HDPE 3. .. �
(TEMPORARILY PIPE INVERT TO DAY IGHT O �� SET oNN r^
UNTIL SAND FILTER SCM IS INSTA LED) o HDPE PIPE#1 x. DONATION 3 4 o °'
c0 = (12" cp
HDPE @ 0.8%SLOPE) " Box JV8 3"W Z` N
36" cPP y ( CATCH BASIN#2 EXISTING © -- \ ' W N
FDCC U+
INv. = 791.0' Z / Fp I � � ' RIM ELEV. 803.90' BUILDING r
01 INVERT IN 801.50'
/ L4 a RO rgR , INVERT OUT 801..50'
0 5/8" IRON W O ASPH.
SET 00 PARKING
40tv W 803 8 AREA
. '
\ R SURF 803.2 ' :5 804.50' OWNER INFORMATION: U
/ N 36" 792 1' SF�FR</ LU II HDPE PIPE#2 500 CASTLE,LLC \ z
WAL F c " (12" HDPE @ 0.8%SLOPE) P.O.BOX 29 J
DENVER, NC 28037 G
/ HDPE P PE# (ROOF D-FtATNj---- -- _
G INDE o LOP -- 804.50' CATCH BASIN#3 CONTACT: JEFF PETTIT o
W
off� W W (15,"HD E @ .0/o E) >
O UMP RIM ELEV. 803.90' [phone]
Q" $ 6'SEWE LI E X TARO, LLC
Z
s INVERT IN 801.10' z
rR 3e a� ^ ^pD� D S;IC WATE U -SIZ IS POINT INVERT OUT 801.10' PARCEL ID: 4602750424 PARCEL INFORMATION: Q W
W
(12"TO 1 C LIE DEED BOOK/PAGE: 21 17/94
FIRE SERVICE 8 ZONING: B-N / ELDD PARCEL ID#'s: 79969,79972,52748 oy
CURRENT USE: COMMERCIAL WATERSHED DISTRICT:
UG 803.90' 804.50' � PARCEL PIN#'s: 4602657505,4602659780,4602750600 �
PO 803.20' x PARTIALLY IN WS-IV/P WATER SUPPLY DISTRICT V/ r
w 802.25 P R / W 4• 4, HDPE PIPE#3 ADDRESS: N. NC 16 BUSINESS HWY.&N.PILOT KNOB ROAD
_ MAXIMUM IMPERIOUS AREA: 36%W/O CURB&GUTTER
oy_ $_ 8 3.8� .50' _ 12"HDPE 0.8/o SLOPE DENVER,NC
r� / G G DU PSTER
C OSURE 804.4 `� ( @ ° ) IMPERVIOUS OCOVERAGE WATERSHED ON SITE 1PLAN)1 S.F.
LINCOLN COUNTY �n
1 ' AMMERHEAD TOTAL ACREAGE: 3.568 AC. J v J
o :� TURNA D (MIN.) 804.30 " ' •• �; m DEED BOOK: 3137 DEED PAGE: 703 TOTAL SITE IN WATERSHED 35,690 S.F.
TRANSFO 804. 0' , %IMPERVIOUS COVERAGE 49.6% o
804. 8' 804.30 EXISTING ZONING: B-N y
CATCH BASIN#4 USING SAND FILTER AS A HIGH DENSITY TREATMENT
5/8" IRON 1./0' PI KL B LL RIM ELEV. 803.90' PROPOSED ZONING: B-G(CZ)/ELDD FOR WATERSHED DISTRICT COMPLIANCE
PAD
L2 L1 SET 00' 804 INVERT IN 800.70' PROPOSED USE: FITNESS FACILITY o Z
MINIMUM SETBACKS(B-G): TOTAL IMPERVIOUS COVERAGE(MAX.75/ IMPERVIOUS):
1-1 PE PROPOSED IMPERVIOUS AREA 103,499 S.F. '^
I INVERT OUT 800.70' FRONT YARD SETBACK 30'MIN. v J
FOUND TOTAL SITE AREA(3.568 AC.): 155,422 S.F.
803.70 SIDE YARD SETBACK 15'MIN.
803.70' %PROPOSED IMPERVIOUS 66.6% '^
r _ - REAR YARD SETBACK 25'MIN. � � VJ
0 80 70' HDPE PIPE#4 BUFFER/LANDSCAPING: W
T 803.45' BUILDING/STRUCTURE TYPE: o Q
x (12" HDPE @ 0.6%SLOPE) 20'CLASS"A"FRONT YARD BUFFER UDO 3.4.6 y 7
- 1 803.45' $O PRE-ENGINEERED BUILDING W/UPGRADES PARKING BUFFER UDO 3.4.5 y z
1/2" INUN TO COMPLY WITH ALL UDO REQUIREMENTS _
/ ) 05 FOUND IN THE B-G&ELDD DISTRICTS 10'CLASS"A"DISTRICT BUFFER LIDO 3.4.5 m
X�x BUILDING COVERAGE: 20'CLASS"C"DISTRICT BUFFER UDO 3.4.5 cr ''^^fr v!
MAX.50,000 S.F.COVERAGE
r WALL FOUNDATION PLANTINGS UDO 3.4.5 'R V W
\ M
__ �� LLJ
o / PROPOSED BUILDING S.F.COVERAGE: 26,855 S.F. ROAD YARD TREES UDO 3.4.7SCREENING PLANTINGS LIDO 3.4.8
FIRST FLOOR S.F. 26,660 S.F.
/ CATCH BASIN#6-A 'moo PARKING LOT LANDSCAPING UDO 3.4.10 y J (�
RIM ELEV. 802.00' VESTIBULE/ENTRANCE 195 S.F.
HDPE PIPE#6 CATCH BASIN#6 EXISTING SECOND FLOOR MEZZANINE S.F. 12,250 S.F. G T
/ INVERT OUT 799.50' (12" HDPE @ 1.0%SLOPE) RIM ELEV. 803.20' BUILDING CATCH BASIN#5 OFF-STREET PARKING: PLAN DESIGN INFORMATION:
/ INVERT IN 799.90' RIM ELEV. 803.20' B-G ZONING AREA(FITNESS CENTER NOT LISTED) U
HDPE PIPE#6-A INVERT OUT 799.90' INVERT IN 800.30' NUMBER SPACES PER PLANNING/ZONING DIRECTOR SITE DEVELOPMENT: I ' ' z
/ (12"HDPE @ 0.7%SLOPE) INVERT OUT 800.30' PROPOSED PARKING SPACES 142 SPACES J. DAVID LEDFORD,RLA Ii1
PROPOSED DROP-OFF SPACES 4 SPACES 2730 MAIDEN HIGHWAY
/ HDPE PIPE#5 POST CONSTRUCTION STORMWATER: LINCOLNTON,NC 28092 , qs z
/ (12"HDPE @ 0.6%SLOPE) PARTIALLY WITHIN NC DEQ POST CONSTRUCTION CONTACT: DAVID LEDFORD,RLA , G
WEST LAKE INVESTORS, INC. STORMWATER AREA [phone]
PARCEL ID: 4602657393 MAXIMUM IMPERVIOUS AREA:24%IMPERVIOUS
DEED BOOK/PAGE: 1515/71 1 (SEE LIMITS OF WATERSHED ON SITE PLAN) SITE SURVEY:
30 0 30 60 90 ZONING: B-N / ELDD IMPERVIOUS COVERAGE 85,798 S.F. CES GROUP ENGINEERS, LLP DRAWING
CURRENT USE: COMMERCIAL TOTAL SITE IN WATERSHED 119,732 S.F. 1411 GERVAIS STREET,SUITE 402 Know what's b@IOW■
%IMPERVIOUS COVERAGE 71.7% COLUMBIA,SC 29201 Call
before g, NUMBER:
GRAPHIC SCALE: 1" - 3O' USING SAND FILTER AS A HIGH DENSITY TREATMENT CONTACT: KENT HUDSON,PLS V y011 III
FOR POST CONSTRUCTION STORMWATER COMPLIANCE [phone]