SWA000105_Plansheet - Proposed Conditions_Site Plan_20220525

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APPROX. LOCATION OF
EXISTING POWER LINES
4I
CV
U') 157,85'
wr---------__
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o I
\
S860 45' 52.75"E 136.27 �, I APPROX LOCATION OF FORMER
\
�`
_ 13s.zr _ _ _ z I EXISANG DRIVEWAY
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o
APPROX, LOCATION OF
i`
N
19 EXISTING WELL. WELL
ABANDONED BY
EXISTING EDGE OF I
CONTRACTOR
PAVEMENT
Y
I - - - - - - -
-- -
I
o
N
m
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oo
-I_ ------310.63'-----------
- -- - -
[-5 O
N
A
N
I APPROX. LOCATION OF FORMER
_
I EXISTING STRUCTURES.
z
STRUCTURES WERE REMOVED
18+
S86' 47' 39.61 'E 660.19 _,
So\ 261.38' o
APPROX. LOCATION OF
EXISTING POWER LINES
240.95,
\ I IEO
co
cli
260.86 LF - 2" PVCCD
SDR 17 WATER LINE --r N
o /
o BY CONTRACTOR ELEV.=754.51 11
I
v 1$ 1.97%CHANNEL, /o z
SLOPE
APPROX. LOCATION OF - - _ ._ \` r 4
EXISTING 6" WATER MAIN i - - A
ALONG TUSSEY ROAD I - _ _ - 187.54' `
- - _ ELEV.=753.31 1 \F
FITTING LIST: - `t
1 1 - 6" FIRE HYDRANT 1.51% CHANNEL V\
203.36 - 1 - 6" HYDRANT TEE SLOPE
S84° 34' 51.61"W 203.36 \ ' 1 - 6GATE VALVE \
C)ELEV.=752.99 \ I
1 - 6" x 2' MJ TAPPED PLUG
I APPROX LOCATION OF1 - 2" THREADED VALVE 12 I
EXISTING POWER LINES CP
APPROX. LOCATION OF FIRE HYDRANT i N
EXISTING DRIVEWAY 1
t`C6. \ - GRASSED 210`01' 11 -
6 \ SWALE -- - - L
I
CO
ID
2.81%CHANNEL11 I -�
10' PRIVATE SLOPE I -
-� DRAINAGE I
EASEMENT (PDE) CHANNEL 8 r
13 I Io
0�
CLASS I RIP RAP 27' I o U
- cl
THICK WITH NCDOT ELEV--749.19 INV.745S6 r Cr.
TYPE 2 NONWOVEN f 1CC
26, 1' r'? GEOTEXTILE - _ ��t I I
- UNDERNEATH
3.75' W x 8' L x 9.25' W 210.01'
N66 / I ELEV.=749.16 ELEV.=748.24
V -1
/ I ELEV.=748.94 3' OFFEOP
0 2-47% CHANNEL 1.12%SLOPE zI
SLOPE I CHANNEL'SWALE#1 �1
h/ I
412LF-6"'DI 14
WATER LINE =�
f
/ I ELEV.=745.64
Cn
C I
- 210.01' I
x / I 1.99% CHANNEL
SLOPE
GRASSED - ExISTING PAD (TYp-)
11
' o SWALE o
APPROX. LOCATION OF o \ I co15 i o
EXISTING 6" WATER MAIN 1 \ I I
ALONG TUSSEY ROAD oo I ELEV.=744.70 r I
1 ;
p ----__L_, I�
�\ FITTING LIST: - _ r r
EXISTING EDGE OF 12 - 6" 45" BENDS I 198.58
s\ 0.65% CHANNEL 10' X 70' SIGHT -41
PAVEMENT
\ i SLOPE EASEMENT (TYP) I
f \ 10' PRIVATE I I I
FITTING LIST:
1 - 6" FIRE HYDRANT \ DRAINAGE r _
1 - 6" HYDRANT TEE 4 2 \ I EASEMENT (PDE) I 16 FES-5 a
1 - 6" GATE VALVE �o \ 1 7 I INV.=740.52
ig
n ELEV.=743.09
FIRE HYDRANT - _
CLASS I RIP RAP 27"rELEV.=744.02 10_U _LI EASEMENT -
THICK WITH NCDOT \cs \ 255.00' - - - - - --4- 1 I
TYPE 2 NONWOVEN CHANNEL 5
GEOTEXTILE UNDERNEATH S,
3.75'Wx91x10.25'W x �� 2 �w to 6- Y, v
A11y ti 3.89%SLOPE N
30LF 16" STEEL ENCASEMENT INV.=738.33
Q
ao Y /
ro
co
\1
0
1 0
LP
FITTING LIST: 185.73'
�o i 1 - 2" GATE VALVE - -_- - _ - can
4
o / 1 - 2" BLOWOFF ASSEMBLY -
h7 o
� � o
I Q O CHANNEL DETAIL
(FROM FES-2 TO EAST PROPERTY LINE)
U r
8' V,'IDTH C(d1LIX HIGH
VELDCny "V) 61A1T.NG
50' R/W ► 9
I- J - - _ 2018.63' 1 3 1' DEPTH 3 1
w I a'- 3'
BOTTOM WIDTH
w o O NOTE: ONCE THE EXISTING SKIMMER BASIN
IS REMOVED, CONTRACTOR MUST CONSTRUCT
20, A TRAPEZOIDAL CHANNEL WITH A T BASE AND y
o 3H:1V SIDE SLOPES. WITHIN THE PRIVATE CM
cc DRAINAGE EASEMENT, FROM FES-2 TO THE I
CHANNEL 9 EASTERN PROPERTY LINE.
i ~48.11LF-15"--__--�-
r f RCP @ 0,62%
FES-2 223.75' o
INV.=745.28 ' - - _ - Lo
I S87' 30' 39.85"E 15.0
1 O' PRIVATE
(\ DRAINAGE
EASEMENT (PDE)
CHANNFI 11
ExrSrIN �
I SKIMMERI�
I I BASIN
r I
I
c I I CLASS I RIP RAP 27"
o I I THICK WITH NCDOT
m TYPE 2 NONWOVEN FITTING LIST:
1 6" FIRE HYDRANT
I GEOTEXTILE 1 - 6" HYDRANT TEE
I UNDERNEATH
a I I 3.75'Wx8'Lx9.25'W 1-6"GATE VALVE
I 1 BLOWOFF
I I CLASS I RIP RAP 27"
r THICK WITH NCDOT
I TYPE 2 NONWOVEN
r I GEOTEXTILE
UNDERNEATH
56.02 LF -15" 3.75' W x 8' L x 9.25' w FIRE HYDRANT
^RCP @0.61%
j I FES-6 64AI LF -18"
I INV.=740.18 RCP @ 8.58%
5 CHANNEL 7
40,
-4 _ INV.=734.10
_ 1aUTILITYEANT __ - _
ST SEMB224-10'
W ry�-ST-�cT
PROPOSED MAIL
CLUSTER BOX UNIT
(CBU) LOCATION
_-- INV.=728.57
PIPE (0.25" WALL THICKNESS) CHANNEUSWAL s_ �, a MESO IrE DRIVE O 16+ �pR�`1E oon (50' P BLIC RMl) i
6" x 6" TAPPING �Es��Ug��c��� 2p5.00' _ NLo
-----_4o.7s' _ 1oo.oa o
SLEEVE & VALVE ��°e CHANNEL 4 _MANS d I ""-------__ _ __ 100.00,
RESTRAIN ALL FITTINGS p p �� �s { EPS� _.. - - - I T I I 10 UT'ILI'TY EASEMENT-"` - � 6.74' ~~
& STRAIGHT PIPE USE (2) PROP. 45 BENDS �px� Ut\�
3 �- I I - -
DIPRA CALCULATIONS R i 582,50 LF - 6' DI I FITTING LIST: INV.=730.20
DI-6 I 1 - 6" x 6" x 6" TFF � _(. CHANNEL 10 � � _
53.22 LF - 15"RCP @ 7.08%\ ESIGN GRATE 739.61 WA I ER LINE I I 2 - 6" GATE VALVES I I INV.=732.43 ` - RCP @ 3 96%
JTJ ENV=734.56 O \ I I 2 I I I I � INv.=733.49'
h I O 3 TEMPORARY "T"
SYMMETRICAL CUL-DE-SAC
(NO CURB & GUTTER)
I
\� INV.=737.30 CHANNEL6 I I I I i ( 11.00%SLOPE TURNAROUND
21.61 LF -15" �" \ I I I I I I I CHANNEUSWALE #3 (WILL BE REMOVED IF
RCP @ 12.68% \ f wEr -- T row--�� Imo- I J I MESQUITE DRIVE IS
_`°E EVER EXTENDED)
u; I _ ,o, INV.=734.13
CLASS I RIP RAP 27" s r? I M ELEV.=745.03 ZD 30d
THICK WITH NCDOT \ �r ��\ 10'x 70 SIGHT I N I I Q I o I ,
o �o `tp ��' EASEMENT TYP I 10' PRIVATE I GRASSED I ELEV.=734.18 I M
TYPE 2 NONWOVEN G y v\ ( ) I " I SWALE Cn I o a?
GEOTEXTILE UNDERNEATH \� � �6, \ I I DRAINAGE I r I 2.76% CHANNEL I N co
3.75' W x 8' L x 9.25' w I I EASEMENT PDE I I SLOPE
\ I I EASEMENT(PDE) I ELEV.=738.87 I I
I I ELEV.=735.25 o
\ \ I I 4.59% CHANNEL I I v
\ I I SLOPE I
SOUTHERN ASH DRIVE \\ I I I I I er
+ I I I
67.41- I I I I I I
� 100.00' I I I
� 100.I
N85- 32' 53.79"W 40001'.99 134.57'
EXISTING
FIRE HYDRANT
s
APPROX. LOCATION OF
4
EXISTING 6' WATER MAIN
f
h ^----n�
NOTE: bw aw
ADDITIONAL RW MAY BE I `
REQUIRED TO ACCOMODATE W
TAPERS, TURN LANES, AND 1 I
MEDIAN ISLANDS. I I I
I � I
1 1 I
1 1 I 1
I i
5W TAM
IREgU1REp roll w LEss THAN 7e9
7W 1 i
I I
SICd1��TILWCAE
Rw
R-� I
EDGE Or PAVEMENT I EDGE Or PAVEMENT
EDSTING ROAD
EDGE OF PAVEMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PAVEMENT
_ _ _
NOTE: Drainage easements may be required to accomodate drainage beyond the right-of-way.
MAX SLOPE
2:1
2:1
1- V2:1
17+00
CLASS I RIP RAP 27'
THICK WITH NCDOT
TYPE 2 NONWOVEN
GEOTEXTILE
UNDERNEATH
3.75'Wx8'Lx9.25'W
TYPICAL ROADSIDE CHANNEL
EDGE OF PAVEMENT
SHOULDER 1 1
4 3
FIGURE 4
RECOMMENDED ROAD CONNECTION
NEW RESIDENTIAL LOCAL ROAD OR RESIDENTIAL
COLLECTOR ROAD AND EXISTING STATE MAINTAINED
ROAD
STOP CONDITION
RECOMMENDED ROAD CONNECTION
1111]►IIlIIl11►I
CL PROPOSED ROAD
I
3'
LU
EDP r,o
U
I
WATER LINE
WATER SERVICE CONNECTION SECTION
5W_W
6'-0" 20 -0' 6'-4r 6'-0'
SH DER PAVEMENT Si GUU)ER DRCtt
0.02 I 0.02
0.0e 0.08
RESIDENTIAL COLLECTOR
C
2' S9.5XASPHALT
B" ABC STONE
UTILITY
EASEMENT
s��
r
LOCATION MAP
SCALE: NTS
SITE DATA
SITE AREA:
14.55 AC.
IMPERVIOUS AREA:
19 DWELLING UNITS
DENSITY:
1.31 DU/AC (LOW DENSITY)
SOILS INFORMATION: CcD, PaD, CeD2
NAME & CLASSIFICATION OF
RECEIVING WATERCOURSE: SWEARING CREEK, CLASSIFICATION C & IN YADKIN PEE-DEE RIVER BASIN
TOTAL PROPERTY AREA:
633,798.00 SF
TOTAL PROJECT AREA:
633,798.00 SF
BUA ASSOCIATED WITH EXISTING DEVELOPMENT:
0 SF
PROPOSED NEW BUA:
102,571.60 SF
PROJECT DENSITY:
16.18%
BUILDING SETBACKS:
FRONT = 30'
SIDE = 10'
REAR = 20'
HEIGHT = 35'
S K OR ABC GENERAL NOTES
TYPICAL SHOULDER /CROSS SECTION 1. OBTAIN ALL APPLICABLE PERMITS AND PLAN APPROVALS PRIOR TO BEGINNING WORK.
RESIDENTIAL COLLECTOR ROAD 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING FEATURES PRIOR TO START OF CONSTRUCTION.
17-+-94
CALL 811. ANY DISCREPANCY IN LOCATION, SIZE, OR DESCRIPTION OF EXISTING FEATURES SHOWN ON THE
DETAIL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.
3. THE CONTRACTOR WILL BE REQUIRED TO DO ALL WORK NECESSARY TO PROVIDE SUITABLE CONNECTIONS
WITI I ALL ROADS, STORM DRAINS, AND UTILITIES ENTERING TI IIS PROJECT.
4- NO SUBSUR=ACE INVESTIGATIONS OF DETERMINATION HAS BEEN MADE BY THE ENGINEER. THE
CONTRACTOR SHOULD MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
TYPICAL GRASS SWALE/CHANNEL DETAIL 5, CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, RELOCATING, AVOIDING, AND PROTECTING ALL
(ON REAR OF LOTS) EXISTING UTILITIES AND FEATURES ON SITE.
6. PRIOR TO FINAL ACCEPTANCE THE CONTRACTOR SHALL ULTIMATELY BE RESPONSIBLE FOR CORRECTING OF
SEEING TO THE CORRECTION OF ALL PROBLEMS ASSOCIATED WITH THE PROJECT. INCLUDING THOSE ITEMS
NOT NECESSARILY COVERED BY THE PLANS, TO ENSURE THE SATISFACTORY COMPLETION OF THE TOTAL
8 PROJECT.
�131' DEPTH 3 1 7. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE REMOVAL AND/OR RELOCATION OF
2 ANY EXISTING UTILITY POLES, GUY WIRES, AND/OR ANY OTHER EXISTING FEATURES AS REQUIRED.
BOTTOM WIDTH 8. CONTRACTOR MUST CONSTRUCT ALL WORK UNDER THE SUPERVISION OF A QUALIFIED GEOTECHNICAL
FIRM.
9. ALL WORKMANSHIP AND MAI LRIALS I U CUNFURM WI I H NCDU I SPECIFICAI IONS AND DRAWINUi , UNLESS
NOTES: OTHERWISE NOTED.
1. RESTRAIN ALL FITTINGS INCLUDING STRAIGHT PIPE PER DIPRA CALCULATIONS. 10. PARTIAL TOPOGRAPHIC & BOUNDARY SURVEY PROVIDED BY COE FORESTRY & SURVEYING.
2. MESQUITE DRIVE & ACACIA COURT TO BE A STATE MAINTAINED ROADS.
WATER NOTES:
1. DUCTILE IRON PIPE MUST MEET THE REQUIREMENTS OF AWWA STANDARD C151 PER RULE .0406.
2. DUCTILE IRON & PVC PIPE MUST BE INSTALLED AND TESTED IN ACCORDANCE WITH AWWA
STANDARDS C600 AND C605, RESPECTIVELY, PER RULE .0905
3. WATER MAIN MUST BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C651 PER RULE .1003.
4. PROPOSED VALVES MUST MEET AWWA STANDARDS C500, C504, C507 PER RULE .0907.
THE DEVELOPER WILL NOT BE INSTALLING THE %" WATER TAP CONNECTIONS. THE
INDIVIDUAL HOME BUILDERS WILL INSTALL THE WATER TAP CONNECTIONS AT THE
RESPECTIVE TIME OF HOUSE CONSTRUCTION.
DRAINAGE EASEMENTS LOCATED OUTSIDE OF THE NCDOT
RIGHT-OF-WAYS WILL NOT BE MAINTAINED BY THE NCDOT &
MUST BE MAINTAINED PRIVATELY.
FIELD SURVEYING PROVIDED BY
COE FORESTRY & SURVEYING
INVERTS SHOWN FOR STORM PIPES AND GRASSED SWALES ARE
AS -BUILT FROM A FIELD SURVEY REVISED 1212/21 FROM COE
FORESTRY & SURVEY.
EXISTING WATER p w
EXISTING WATER "
EXISTING STORM _ST-ST-ST-ST
EXISTING STORM -5T-ST ST ST
PRIVATE DRAINAGE EASEMENT-'-'-"M-'-
NOTE:
ACCORDING TO BRAD COE, PLS,
THERE ARE NO WETLANDS
LOCATED ON THIS SITE.
ENERGY DISSIPATORS NEAR
CHANNEL 7 & 10 AT PIPES HAVE
NOT BEEN CONSTRUCTED. HOUSE
CONSTRUCTION HAS NOT STARTED.
60 0 30 60 120
(IN FEET)
SCALE: 1 inch = 60 ft.
LaBeLLa
Powered by partnership.
939 Burke Street, Suite H
Winston-Salem, NC 27101
[phone]
C#0430
Email: [e-mail]
© 2021 LaBella Associates
NOLAND FARM
BAILEY'S RIDGE, LLC
MR. JUSTIN NIFONG, MR. BRAD COE,
& MR. BRIAN LUCAS
PO BOX 36
WALLBURG, NC 27373
5
3/15/22
STATE STIDRMWATER COMMENTS
BUA LIMIT INCREASED TO 4000
4
2/14/22
SQUARE FEET/ LOT PER DEVELOPER
3
12/03/21
STORMWATER F:ECORD DRAWING
2
6/29,121
NCDEQ STORMWATER COMMENTS
1
01121
NCDOT COMMENTS
NO:
DATE:
DESCRIPTION:
REVISIONS
PROJECT NLMBER:
2211778
DRAWN BY: BWS / AHA
RFVIEWFD BY -
PAS
ISSUED FOR_
CONSTRUCTION
DATE:
05/07/21
DRAWING NAME:
STORMWATER RECORD
DRAWING/SITE &
UTILITY PLAN
DRAWING NUMBER:
C 1.0