NCC222143_Site Plan or Location Map_20220628

WS/FC EROSION CONTROL NOTICE EX IS MH
PLANS APPROVED FOR CONSTRUCTION INV. RIM
N 61 M \\\\ 0,0
N 757.2 15 �
L IN . 756.4 -9
This plan complies with Chapter 8, Section 4 - Erosion Control EX CB
of the Winston-Salem/Forsyth Count Unified Development T P-761.18 N
y y I NV O T-757.98 , i-
Ordinance. A printed set of the stamped/approved plans must MCLA ON ULTIN
be kept on the construction site for reference when installing SERV ES, LLC \
required erosion control measures. PARCEL ID: 6835-2 -5832
TAX BLOCK 582 LO OOE ( D
Z LI Cj
Q
CLAIN CON LILTING
matthewo 06/06/2022 3:34:05 PM SERVICES, LLC
PA CEL ID: 6 35-20-47 ��/ FG
TAX LOCK C82 OOD 0�'�� �r� � G
ZON I
MCLAIN CO SULTING S \V' �GP
SERVICES, LL
PARCEL ID: 68 5-20-47 7 EX STORM MH TOP=761.23 \ \
TAX BLOCK 052 LOT 00 / P.� Q
ZONE LI CJ INV IN=755.10 \
MCLAIN C SULTIN INV 0UT=754.90
SERVI ES, LLC
PARCEL I 6835-20-4705 / c� S
TAX BLO 0582 LOT 00B
ZO ED LI
/ CJ`
0
MCLAIN CONSULTING 100 G \
\ SERVICES, LLC
PARCEL ID: 6835-20-3752
TAX BLOCK 0582 LOT OOA Z SF oyG \
ZONED LI
\ EX. FH \
EX C 'gyp l
� ;' SOUTHEAST �TEWAY
S E F 101 VENTURES LLC
a„ PARCEL ID: 6835 0-9715
\ TAX BLOCK 6612 L\002A \
t) 1 0 A \ ZONED MU-S
EX SS MH
TOP=751.99 S -A
\NV IN=741.54
INV IN=741.
INV OUT=7 1.09 EX C 4 \ \
TOP= 3.59 *
C \ \
INV O T=749.79
91
2
B `
ii EX STORM M \ T
Q ` i, TOP=752.55 C,
� INV IN=747.4 \
DI EX. ONE-STORY
I�✓ \ \ \
CO , INV IN=747.
I „ ' INV OUT=7
o 17.35
BLOCK BUSINESS f
7,823 SF
PROPERTY INFORMATION
PARCEL ID NUMBER: 6835-20-5450.00
ZONING: MU-S
ACREAGE: 2.83
PROPERTY OWNER/DEVELOPER:
GATEWAY SUSTAINABILITY VILLAGE, LLC
1111 S MARSHALL ST. #1845
WINSTON-SALEM, N.C. 27101
CONTACT: CHRISTOPHER MEGGINSON
EMAIL: info@carolinasvineyardsand hops.com
ENGINEER:
ALLIED DESIGN, INC.
4720 KESTER MILL ROAD
WINSTON-SALEM, N.C. 27103
PHONE: [phone]
CONTACT: STEVE M. CAUSEY, P.E.
EMAIL: [e-mail]
� EX. FH " �%� � � 734 GATEWAY VINEYARDS E F
Q / AVENUE 103 O�
w" \ \
SERVICES, INC
PARCEL ID: 6835-20-0594 i L/ EX. BUILDING
TAA Bt"OCK 650l103A
ZONED MU-S
X EX CB
\ g \\/
� TOP=753.98
20 INV OUT=749.78 � - -., '15 E F /
s�
JAMES A. DAUGHERTY _, / / \ \ 104 s�
% KARYN DAUGHERTY
ii PARCEL ID: 6835-20-4507 / \
TAX BLOCK0581 LOT 104B A
px
I ZONED HB )
7
10 �/
\ G, OHU OHU OHU OHU HU-�� B \ E F
AX
B f�
\g
DISTURBED LIMITS � �
X 757 757 / /
X O \ /
m l H00
D E I \\
1 ~
X � � I I 5� s
LW LI m
B \ ` GREENWA)'�OFT&,L,�C
L 757 \ PARCEL ID: 6835-30-1569 1 /
o ` \ TAX BLOCK 6612 LOT 100\ l
O �S] ZONED MU-SLO
\
o O�S�Ci,Q� B
1
m _ OHS
� \ \ S ONU B \ \ \ GAO\ \ \ S
moOHO
/
\ N \ \
_ �► \\\ \�\ VFW �� Sq�
`OpFpB��.� EMGREENWAY�oHlj
CD
� C\\
-\ \� \ \ /
FLOP �` - =0H B C B 7 1 �6O
/ -\ - - .� \\� \` - - �- -� �� -\ W �����_ fir♦ �a G /
\\\\ \ _ URaEp LIIVjI
\� _ _ _ - -5 1��ft EFs1iA Y \ -Ag GER oASEMENT��Oy� SALEM �REENWq _ P �� �- 1
m
__-=---_-
740 now
BEDBF� \ a�� ` _ __ _ - - _ _ _ _ _ _ _ _- - _ - o-v_ _ _ ` fl
PARCEL ID: 688 J0-60
��f� _\\\� -�` C � - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
iE BLGGK-6501 LOT 103 \ / \ x - - - - - - - _ � %35-
-�ZONED-MUS
\ s [LEM CREEK %
�� ADSTREET,r I ��
c l.l�f68-3i563� WINTERMANSLLC
,
K1�-0T� _ o / EC WINSTON, LLC
_ �\ PARCEL ID: 6835-20-5047 C
/ �� TAX BLOCK 6501 LOT 006G PARCEL ID: 6835-20-9097
ZONED MU-S BL CK 6501 LOT 102
� \ S EWauwr Sy y.
SL Phillips Church
s
Old Salem Museum
13 �e�'n¢°^„�e $ p &Gardens M
C)\ 0 P¢
ATM ® � ��
Ws'r' mo Old Salem Museums -. Old Salem aaee St Z N
W -anv,M &Gardens ©iNooded Bridge -
s 9 Eohblest one9 LL.I Z
�8 Farmers Market i J
Apex Gold Silver Co,'n9 ©`esser-kni
°nears a Beer Company \.J
❑6ttict 124 \ (j) Q
� sae=on. The.Strollway- eS
a,� sr sw The Enricdment Center 0 Salem Ave W fj z U E
`� r r'sw.ii Purl,
Y Messick Properties Grout O ,�, ,q J O
-'i nAeeY � K��^,' aL
G/'), The Green House ® , 4.0 O O I�
/ SITEtMSalemCreelk GreenYlay9 i •VJ Z -J CN co a
W IMQ_o a=
MvA 70 z in Z � O �;rOM C1,eek-J ` 1 O 9 �� W Y 0 M
F ce Gateway Nsture PreserveQ Ywca wI, YyyCA9 J O U)
a N Z O X Q
0 Biomai Uskimmedia Print I Sign U
m. Company, Vehicle..
Rehvep
,* �i Ywie W6Y
g} Pedego Electric Bikes DNCSA �i•
�- Piedmont Tnad9 Dai 9AmedGa1Propane
Berle, Streer i.F;nT.x..,;
gena sr
°� The Dize Companyv
Got>gle FIRM LICENSE C-1891
^ O
VICINITY MAP
CARS
NOT TO SCALE �
a r:
701 ,Z
s,y��NE�,e�. e"
1=IIIISIi
KEY NOTES
AO
TEMPORARY CONSTRUCTION ENTRANCE/EXIT.
O
TEMPORARY SEDIMENT FENCE.
LLI
CO
TEMPORARY SEDIMENT FENCE WITH STONE STABILIZATION.
vJ
Z)
Z
0
OD
NEW BRICK OR CONCRETE CATCH BASIN. NCDOT STANDARD 840.01 OR 840.02.
n/LU
OE
TEMPORARY ROCK DOUGHNUT INLET PROTECTION.
Q
Q
U
OF
NEW NEENAH 2'x2' CONCRETE DROP INLET WITH U.S. FOUNDRY 4140 FRAME AND 6160 GRATE.
w
(^
(�
Q
Z
GO
NEW CONCRETE STORM DRAINAGE MANHOLE BUILT OVER EXISTING LINE. NCDOT STANDARD
Z
Q
W
840.52.
i
O
W
J
Q
HO
NEW TEMPORARY ON -SITE CONCRETE WASHOUT STRUCTURE WITH LINER. PROVIDE CLEARLY
�t)
=
Z
07
MARKED SIGNAGE NOTING DEVICE LOCATION.
v_
C)Z
0
CONTRACTOR SHALL VERIFY INVERTS OF THE EXISTING GAS LINE AT THE STORM DRAINAGE
Q
Z
z
O
CROSSING PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF A CONFLICT IS ENCOUNTERED.
Q
(n
#
STORM DRAINAGE STRUCTURE NUMBER. REFER TO SHEETS C2.2 AND C2.3 FOR STORM
DRAINAGE SCHEDULE.
Jw
O
Z
Q
CONTRACTOR SHALL SAW CUT PAVEMENT TO PROVIDE AND STRAIGHT AND UNIFORM LINE FOR
PROVIDE PAVEMENT PATCH CONSISTING OF 2" S9.5B SURFACE COURSE ON 4" 119.0B
Q
0REMOVAL.
0
BINDER COURSE ON 5" 1325.013 BASE COURSE.
U
ti
oo U N
STAGE 2 CONSTRUCTION SEQUENCE
o
U)
a
N
1.
CONTINUE TO MAINTAIN EROSION CONTROL DEVICES.
N
LO
C)
2.
THE CONTRACTOR SHALL CONTINUE TO CONDUCT SELF -INSPECTIONS OF THE EROSION AND
C?
SEDIMENT CONTROL MEASURES AND COMPLETE THE FOLLOWING COMBINED SELF -INSPECTION FORM
FOUND ON THE DEMLR WEBSITE;
(http://deq.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control/forms). COMPLETE
p
m
INSPECTIONS FORMS SHALL BE KEPT ON -SITE AND AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS
Z
RECOMMENDED THAT A COPY BE KEPT IN A PERMITS BOX. SELF -INSPECTIONS FOR STABILITY AND
I-
m
1
FUNCTION OF EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST
U
ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EACH RAINFALL EVENT OF GREATER
THAN 0.5 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS
O
W
ap
DESIGNED. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED AS
p 0
SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED AT
THE PROJECT SITE FOR MONITORING.
3.
A COPY OF THE EROSION AND SEDIMENT CONTROL PERMIT, A HARD COPY OF THE PLAN, AND ALL
SELF -INSPECTION RECORDS MUST BE KEPT ON -SITE, PREFERABLY IN A PERMITS BOX, AND
ACCESSIBLE AT ALL TIMES FOR INSPECTION.
4.
BEGIN SITE GRADING. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED.
F_
z
O
w
5.
INSTALL THE STORM DRAINAGE SYSTEM. INSTALL INLET PROTECTION AROUND ALL INLETS AS STORM
DRAINAGE SYSTEM IS CONSTRUCTED.
�
0
6.
RESEED/STABILIZE DISTURBED AREAS IMMEDIATELY AFTER GRADES HAVE BEEN ACHIEVED.
Z
O
to
TEMPORARY VEGETATIVE COVER SHALL BE PROVIDED WITHIN 7 DAYS ON PERIMETER AREAS AND
j
o
0
SLOPES GREATER THAN 3:1. TEMPORARY VEGETATIVE COVER SHALL BE PROVIDED WITHIN 14 DAYS
w
ON ALL OTHER AREAS. PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 15 WORKING DAYS OR
Wa
90 CALENDAR DAYS, WHICHEVER IS SHORTER. HOWEVER, NPDES GROUNDCOVER REQUIREMENTS
p
TAKE PRECEDENCE.
w
to
7.
CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN
LU
ESTABLISHED OVERALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED. REMOVE EROSION
N
CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL BY INSPECTOR.
w
o
p
o
O
O
z
Q
SITE STAGE 2
EROSION
CONTROL
PLAN
GRAPHIC SCALE
SHEET
30 0 15 30 60
11111111116�ii� i !"
120
C1.3
( IN FEET
1 inch = 30 ft.