SW3230601_Plansheet - 5 C4 Stormwater Plan_20231123

LEGEND CA/�p'''�•.
• EXISTING CORNER; TYPE NOTED
RO. • IPF IRON PIPE FD.
HAGERS FERRY : IRF IRON ROD FD. SAND FILTER. = 0 °
0 CORNER SET; TYPE NOTED _ 1157
CENTER LINE ;~ Z
R/W - RIGHT OF WAY LIST OF ADDITIONAL ,cA 11-27-23
SEE SHEET D-6 FOR DETAILED SAND FILTER CURVE TABLE LINE TABLE
R PROPERTY LINE i
PP : POWER POLE LAND USES REQUESTED: DETAILS AND CONSTRUCTION INFORMATION �i
-- : POWER LINE PRIVATE CLUB CURVE RADIUS ARC CHORD BEARING CHORD LINE BEARING DISTANCE
- S - : SETBACK LINE INDOOR RECREATION C1 1340.32' 1 19.00' N26°28'S8"E 808.65' L1 N84°16'33"W 21.42' �'��/ID11�E��``��`�
LINCOLN - E - : EASEMENT 3,812 S.F. SURFACE AREA Vt
J�1 COUNTY C.M.P. CORRUGATED METAL PIPE GENERAL OFFICE ( )
0 Z R.C.P. REINFORCED CONCRETE PIPE PROFESSIONAL OFFICE 7,176 C.F. TOTAL VOLUME (Vt) C2 1340.32' 141.67' N20°54'40"E 812.29' L2 S84°10'25"E 31.52'
^r SITE HDPE HIGH DENSITY POLYETHYLENE DRAIN PIPE MEDICAL OFFICE 3.0' DEEP TEMP. POND ELEVATION @ 799.50' C3 1985.35' 2.25' S18'07'51"E 803.62 L3 S84°20'27"E 31.84'
PRIVATE RECREATION CLUB FOREBAY BOTTOM ELEVATION: 796.50
Z .50 .5
GENERAL RESTAURANT TOP SAND: 796 ' ( 1 ' DEPTH OF SAND) C4 1985.35' 124.56' S16°18'04"E 813.2V L4 S84°20'27"E 18.85'
��• o NEIGHBORHOOD SERVICE c�
GENERAL SERVICE PERFORATED UNDERDRAIN INVERT: 794.50 L5 N81°56'04"W 20.67' z
VEHICLE SERVICE PRIMARY OVERFLOW ELEVATION: 799.50 L6 N81°56'04"W 31.16' a O co
O
0
VETERINARIAN, ANIMAL HOSPITAL (4'X4' OPEN WEIR INLET BOX) a U 00
15" RcR EMERGENCY SPILLWAY ELEVATION: 800.00' L7 N25°37'31"E 20.00' W 06
ti INV. = 798.5' Q O co
�3 I o (20 VEGETATED SPILLWAY WIDTH MIN.) L8 S08°24'32"W 20.63' Lo
VICINITY SKETCH �R �o TOP OF DAM ELEVATION: 801.00' Q o >o
N.T.S. I
O _0 J
MICHAEL N. FOTINOS Ir
PARCEL ID: 4602658894 \ o N W
rR // o DEED BOOK/PAGE: 3192/81 \ z > U
s ZONING: B-N / ELDD �� °°
CURRENT USE: COMMERCIAL n��v
OREILLY AUTOMOTIVE SORES, LLC j \ \ �2 a�Z O ry
RYAN, LLC z V
PARCEL ID: 4602653865 / ti0 p Z LL L W
DEED BOOK/PAGE: 2422/337 �4 MAPLE ?3�� 2 0
ZONING: B-G / ELDD eo 12" \ /s" IR G -A r Q
CURRENT USE: COMMERCIAL c 0 o 11" BRADFORD FOUND U - 6'
~ 1 " RCP BRADFORD ,3 ��N Uj
z
INV. = 798.9'/ 1 MA -------- 12' S " ouz \ 88' 1 5 W \ N 5 z N
0
/ N88° 9' 38'E
12" 12" 12" \ \ 01 a
0.00 5/s" IRON A O JC'N
1 50' 801.50' 801.50, 1 PEAR 8 1.7 'PEA RD P� , CRAP f z2FOUND .50' , MYRTLEn n Q 801. 0 o No (BENT) O 801 50' 801.50' \ 80 6' aO
MONRO INC. DBA MR. TIRE ;
PARCEL ID: 460265693 / �/ O I $O I 8 2.26' N \ w co
h � � - 801.79' � � � ~ 2
DEED BOOK/PAGE: 2614/227 '� co o ?� = U
ZONING: B-G ELDD \/ cb0 801.79' 80179' o, � Ln \ CE
Z
/ 801.79' o =gyp �i a N �$
CURRENT USE: COMMERCIAL
LANDSCAPED PARKING 802 � � �?'� w � �
T.C. 803.20' ISLAND(TYP.) 802.20' I I 802.20' 802.50' o '�.� N
802.60' a c`� O
INV R IN 799 50' B.C. 802.70' 802.20' - W o ! / z O 0
802.50' I \ g _ V
LEFT TURN LANE-MIN. ROAD WIDENING EX.8 dye / CATCH BASIN#9
(PER NCDOT DISCUSSION) r, I v
/ T.C. 803.14' o �� 802.80' � � �� \ N J J
RIM ELEV. 799.50' 802.80' 802.49' 802.49' 802.49' SIGN z �i
Q 02 INVERT OUT 797.50' _n B.C. 802.64' 802.49' <v L CATIO oZ
TRENCH DRAIN (DRIVEWAY ENTRANCE) 3 ,�', _z : \
(12"HDPE @ 1.%SLOPE) t� c� _I 'gyp !�� vZ N
O LANDSCAPED PARKING � 12,
M
802.50' T.C. 803. ISLAND(TYP.) co �o�
%B.C. 20' T.C. 00, 802.75' O~ p= �co \ 4.8 F,o
^ C, 3� EX.8 .74' � � 802. 2 B.C.803.20 1/2" PIPE 802.75' 802.75' �\ \ EX. 5.00'
3
Fo ND Q .25' r
CHARLES J. HENLEY
802.50' 803.20' 802.75' 2
o' e 01.59' T.C. 803.70' 03.7 ' T.C. 803.70' 02.95'
J 803.25' �^ v \ PARCEL ID: 4602754769
v O 803 - 2" 1Ro �, -� �
o e - O B.C. 03.20' '� 44" DEED BOOK/PAGE: 1655/831
B.C. 803.20' - T R \ p
1 -o ZONING: R-T
RAISED SIDEWALK CROSSING - 803.04' �• CURRENT USE: RESIDENTIAL
o / .32' 4 DROP-OFF SPACES
C. 803.25' �l 803.04'
TRENCH DRAIN HDPE CONNEC ION PIPE/ (6" HEIGHT MAX.) Qp 8 4 � �
INVERT IN 7 .15' C.802.75' T.C. 804.30' !�� ASPHALT PAVING
(12"HDPE @ 5.0%SLOPE) Z � T.C. 804.30' T.C. 804. T.C. 803.94' � �
/ C. 803.80' B.C. 803.44' w E .8 4.75'
= B.C. 803.80' B.C.80 .50' 803.44' \ 142 PARKING SPACES STOP SIGN \ 4.63 \
o\ Z / 1 y0 CON RATE SI[) K.(•IYR. 803.44' (TYP.) Z
RIGHT TURN DECELERATION LANE / 02 4�o rID
(PER NCDOT DISCUSSION) 1 IR 4 804. 1 83.56' C 804. 9' 803.44' VC CAI U W U
/ TION @J T.C. 4.19 I
C 803 69' I T. .80 .1 804 N\� �55a55c�'Go N J 0 J
r. .0 B.C. 03.69' Y B 8 3.69' B.T.C.803 69' T.C. 804.19' r OEN�Np DPP E. M�
o 0o I 804.37' 804. 0' 03.69' v' \ OEED Go R E. RES\0 / r J J
B.C.B.C.803.69' PPR�E oyi ENc\P p
A HALT H/C ti0N\REND US Q 0 M M M
SAND FILTER SCM MAINTENAN E O AVING • I 804.50' : . 804 30' SIGNAGE 4.20' v �+ yIV \ CAR r N N N
EASEMENT AREA TYP. / PIPE#7 R tMi
(TYP.) (,12"HDPE 1( %S OPE) (TYP.) �8 .30' PICKLE BALL d r Lc) O
/ IN RT OUT 796.50' °
cb 0 4.40' % COURTS M r M
C. 30' 804.20' 8 4.30' °p s 0 L.Lj m
RIP RAP ENERGY DISSIPATER(TYP.) 0 .80' OSED FITNESS F CILITY � $� � cn Lo co co
SEE DETAIL W/CHART FOR SIZES - 8 4.20' Q m 0 z O CD C)
INVERT UT 796.50' / 803.20' 804.50' 155 X 172 26,660 S. 804 �?a w O
SAND FILTER FOREBAY AREA TAL W/ ENTRANCE - 26,8 9 S.F. 1" PIPE -�__ O A Z r n oHN z Y
(LINED W/NAG SC 150 LINER) O LIMITED 2 ORY BUILDING - 30' HEI HT MAX. FOUND
'�-X�X ��o o c b Q Q w Ld
�p / I oo ACCESS \ ?� oH¢N J � = V--I
O ^ I cP CATCH BASIN#1 �- m 24" HDPE SAND FILTER \ O GATE O �� N84° 38' 5 X. E TION U O 0)G 0 U
PERFORATED STANDPIPE & I HDPE PIPE ``� RIM ELEV. 803.90' x 360.5' - - so s . '� oNN (^ v o a/
O ( @ o o CO INVERT OUT 801.90' N
18" HDPE BARREL PIPE �� / N 15"HDPE 3.0 SLOB) ^ ° x � x 5/8" IRON ?J c3\Z
h
HDPE PIPE#1 DONATION
SET ,3 4 oN/ o v
SAND FILTER EMERGENCY SPILLWAY `S 00 00 I SAND FILTER f3 CH MARK (12"HDPE @ 0.8%SLOPE) BOX 3•1W (^ 0 �
20'WIDTH @ 800.50'INVERT ^ _ (PROVIDED PE ANENT METAL BENCH ARK \ �P ��'
LINE SPILLWAY&RECEIVING DITC LINE $ \�J ~ CATCH BASIN#2 EXISTING © W1 N
( Z 8" 1 p ON SIDE OF STANDPIPE@ ELEVATION 7 7.00' BUILDING FDC
W/NAG SC150 LINER ' FO D TO DENOTE CLEAN OUT REQUIREMENT RIM ELEV. 803.90' C
z INVERT IN 801.50'
6" HDPE PERFORATED UNDERDRALN L44E � INVE TOUT 79 .50' INVERT OUT 801.50' � \
WITH TWO(2)CLEAN OUTS 3� 7/ 5/ ss.s o PARKING -
\cp `� � 8
SAND FILTER CHAMBER AREA <O AREA
o Z 803 0'
(HATCHING DENOTES ACTUAL AREA ?
OF SAND MEDIA FILTER AREA) '
R 3 804.50 II OWNER INFORMATION: z z
LU j HDPE PIPE#2 500 CASTLE,LLC
(REMAINING GRASSED AREAS ° 36 CP x
��2 LL (12" HDPE @ 0.8%SLOPE) P.O.BOX 29
TO BE LINED W/NAG SC 150 LINER) ^ NH wq 1' DENVER, NC 28037 y J
s HD EPPE# FQkM ___ W
804.50' CATCH BASIN#3 CONTACT: JEFF PETTIT PRIMARY OVERFLOW SYSTEM ^' � \ w I (15'HD E @ /o r ,
4'x4'OPEN WEIR BOX INLET(INVERT IN 800.00') $ 1 6'SEWER LI E X RIM ELEV. 803.90' TARO, LLC [phone] V
INVERT IN 801.10' z
18" HDPE OUTLET PIPE INVERT IN 794.50' �^ "DOMESTIC WATE U -SIZ I P T PARCEL ID: 4602750424
W/CONCRETE HEADWALL(NVZRT OUT 7 4.3 w w (12"TO 1 " C INVERT OUT 801.10' DEED BOOK/PAGE: 21 17/94 PARCEL INFORMATION: W W
o
(LINE RECEIVING DITCHLINE&ALL I�(DE LOPES ZONING: B-N ELDD y L�
W/RIP RAP ENERGY DISSIPATER R FIRE SERVICE 8 / PARCEL ID#'s: 79969,79972,52748
Fr CURRENT USE: COMMERCIAL WATERSHED DISTRICT:
PER PLAN LOCATION UG p 803.90' 804.50' PARCEL PIN#'s: 4602657505,4602659780,4602750600
L 802.25 O R 803.20' x 4. ADDRESS: N. NC 16 BUSINESS HWY.&N.PILOT KNOB ROAD PARTIALLY IN WS IV/P WATER SUPPLY DISTRICT V) r
MAXIMUM IMPERIOUS AREA: 36%W/O CURB&GUTTER Q
_ / w �� 4. 50' (12P HDPE @ 0.8%SLOPE) DENVER,NC (SEE LIMITS OF WATERSHED ON SITE PLAN)
SAND FILTER BMP SYST $ DU PSTER P .. DENVE N COUNTY IMPERVIOUS COVERAGE 17,701 S.F._;WAGE AR A MUST BESTABILIZED I TO G 1 ' AMMERHEAD 804.4 •• • Lo
STALLATI N OF SAT D FILTER BMP Y EMI v C OSURE TOTAL ACREAGE: 3.568 AC.
WERT AN TEMPORARILY PIPE F DUN TURNA D (MIN.) 804.3 '�; - TOTAL SITE IN WATERSHED 35,690 S.F.
DEED BOOK: 3137 DEED PAGE: 703 C
INSTALL4TIONAREADURINGC T CTIO • TRANSFORM 804 8' 804. 0' 6%
PAD .%IMPERVIOUS COVERAGE 49 o C
804.30' EXISTING ZONING: B-N PROPOSED ZONING: B-G(CZ)/ELDD y
C; CATCH BASIN#4 USING SAND FILTER AS A HIGH DENSITY TREATMENT
L2 5/8" IRON 0 PI KL B LL RIM ELEV. 803.90' FOR WATERSHED DISTRICT COMPLIANCE
00' MINIMUM SETBACKS(B-G):
L1 SET 604 INVERT IN 800.70' PROPOSED USE: FITNESS FACILITY TOTAL IMPERVIOUS COVERAGE(MAX.75%IMPERVIOUS): z
. O1-1 PE I INVERT OUT 800.70' FRONT YARD SETBACK 30'MIN. PROPOSED IMPERVIOUS AREA 103,499 S.F.
FOUND TOTAL SITE AREA(3.568 AC.): 155,422 S.F.
803.70' SIDE YARD SETBACK 15'MIN.
o\ $O 70� %PROPOSED IMPERVIOUS 66.6%
REAR YARD SETBACK 25'MIN. 'A W
803.45' HDPE PIPE#4 BUFFER/LANDSCAPING: u, I '
T BUILDING/STRUCTURE TYPE: o U.
x (12" HDPE @ 0.6%SLOPE) 20'CLASS"A"FRONT YARD BUFFER LIDO 3.4.6 y 7
PRE-ENGINEERED BUILDING W/UPGRADES PARKING BUFFER UDO 3.4.5 y Q z
1/2" irtuN TO COMPLY WITH ALL UDO REQUIREMENTS
/ 05 FOUND IN THE B-G&ELDD DISTRICTS 10'CLASS"A"DISTRICT BUFFER LIDO 3.4.5 v'^
x�x BUILDING COVERAGE: 20'CLASS"C"DISTRICT BUFFER LIDO 3.4.5 W J
WALL_ T _� FOUNDATION PLANTINGS UDO 3.4.5
__ ��_ MAX.50,000 S.F.COVERAGE
/ PROPOSED BUILDING S.F.COVERAGE: 26,855 S.F. ROAD YARD TREES UDO 3.4.7 C� W In
FIRST FLOOR S.F. 26,660 S.F. SCREENING PLANTINGS LIDO 3.4.8
VESTIBULE/ENTRANCE 195 S.F./ CATCH BASIN#6-A 'moo PARKING LOT LANDSCAPING UDO 3.4.10 y
O
RIM ELEV. 802.00' HDPE PIPE#6 CATCH BASIN#6 EXISTING
SECOND FLOOR MEZZANINE S.F. 12,250 S.F. G
/ 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) z
/ O 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 m Ii1 "
PROPOSED DROP-OFF SPACES 4 SPACES 2730 MAIDEN HIGHWAY
HDPE PIPE#5 POST CONSTRUCTION STORMWATER: LINCOLNTON,NC 28092 , qs 1Q 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 SWALE/ DITCHLINE LINER NOTE: MAXIMUM IMPERVIOUS AREA:24%IMPERVIOUS
30 0 30 60 90 DEED BOOK/PAGE: 1515/71 1 (SEE LIMITS OF WATERSHED ON SITE PLAN) SITE SURVEY:
ZONING: B-N / ELDD ALL SWALES AND DITCHLINES TO BE LINED WITH NAG SC150/D IMPERVIOUS COVERAGE 85,798 S.F. CES GROUP ENGINEERS, LLP DRA WI N G
CURRENT USE: COMMERCIAL STRAW W/NET LINER FOR TEMPORARY STABILIZATION UNTIL TOTAL SITE IN WATERSHED 119,732 S.F. 1411 GERVAIS STREET,SUITE 402 KllowYYhat'S b@IOW■
PERMANENT TALL FESUE GROUNDCOVER IS ESTABLISHED %IMPERVIOUS COVERAGE 71.7% COLUMBIA,SC 29201 Call before NUMBER:
GRAPHIC SCALE: 1" - 3O' UNLESS OTHERWISE NOTED ON THE PLAN. USING SAND FILTER AS A HIGH DENSITY TREATMENT CONTACT: KENT HUDSON,PLS V you dig.FOR POST CONSTRUCTION STORMWATER COMPLIANCE [phone] C4