SW6220201_Plansheet C3.1 - Grading_Drainage Plan_20220510

- - - -
-_ INVII,I > -- -- -- -- -- --NURSERY ROAD (SR1117) -- -- -- -- -- -- -- -----� �� - -- -- -- -- -- --- -INV -INV- -- -- -- -- --
/- INV
275SD
___3�:31222INV
31�4/_----------------- 60R/W (PUBLIC)3105 323
RIP RAP DISSIPATER
)
L=9' W=5/11'
00
TEMPORARY
c�i _ _ - - - - - \ \ \ \ \ CLASS B 18" THICK CONSTRUCTION -
/ - - - �- \ � �_ ENTRANCE \ \ \ \ \ \ \ \ \ \ \ \ \
_ _ LOC LOC10-"
LOC LOC ` L �_ LOC LOC\
- -�- - - INV 29_
PP 274.14 ------ -�\ PPS\ / / / / / i� INV 299.60
\
81.67 LF ® 3.55% 18" RCP
Y YI \ i \ '
l�C - I nC _ LOC-� LOC - - C 'OCR LO LOC LOC' LOC LOC LOC LOC LOC L _ �; ' N
F1
- - - -- - -- - -- - -- - -- --�- --- U
LLJ
LLJ
OAS-
309
1 \ - \ - \ �\ \\ \\�-\\
v�LLJ
I I - / / / `L �4\I ♦\ /\ \ \ \ \ \ \ �- LLJ
301 1 1 > I --- 1
V I ) _� \ - - -� - - - = �1► \ \ 501.41 1 00. 9 1 15 s 30� o.s - - w
I I / I I I I ,�--\ I I/t ♦ - -�-� - - - \- - - - - - -\ - - o .70 - - - - - - - - - - - - - - - - - - __ - Iz
/_ ; _ \\ \ \ \ NAG sc250 I I I�r I 1
I I�\ ♦1 / / / \` \ \. \ \ \. I \ \ \ I I 1 > I I\� 1 i NAG SC150 U
ICI I \ N
♦ V V\\\\I\\2 .80 \ I oM�STP.PAT.DQ
_275 � V\ - � - / -� � � \ \ � 52 \\PAD 301.20 \ I I I i \ PAD 301.10
\ \V, I V ■ ■ ■r \ I \ \ 1 1 I \ 1
*\� \ I 14 l� V I \ / / , \ j\ **ALL MATTING IS TO BE INSTALLED \ t \ 11I \ I 1 \ I I \ I \ \ �
I l J �� - \ \ \ \ \ DAILY AS FILL IS PLACED** \ 00 o 1 NP 3l2
\. N Cl) 301
\� �V-- , ` \ 1 \ �\ 300 99. 3 300 2 9.71
�\--- NGG�\O
■ J l \ I V \ V V V1 \♦ 1 00. -9s.s1 - - - I \ i > - - �\ //
V V V �\ �
�\ �� \ \ \\ 299.92
V 1-1
V\ \ \ \ I I \ \'
/■ / / V V V \ 1 \ Cn
■ / / ♦ `\\ V V V- ♦\ I 1 I 2 .751 \ -
/ / V V V V V I ■� \ I \ 1 1 d ///
\\ \ 1_
/ ^ V, V_ v� I 1 \ \ 1 I 1 52 PAD 300.00 \ I PAD 300.00 59 -
'
m I \
♦� ♦ V � V, \\ V V a II �1) CA \I 11 ' i l� I ` \ i z
V V
\ V/ / I �� I 300 I 0 300
V V_ V V \ \ \ I / / / I- - - 299 I 98. 4� I I 29s 29 .50 - - - / / / / / V V `k .
V \ V, � / VL/ / / / SILT FENCE 9 .05 1 98.7 I I CII 58 / / `Z 1
V_ 11�/V_ V, V V\\ �\ ; I I I / / OUTLET (TYP) I II I I I m I t / 29 .69------__�/ / V_ V_ V
V, I > -65.96 LF ® 1.65% 15" RCP - - - - - / •/ 1
V V_ V \ V V V, \ \ / **ALL MATTING IS \TO BE INSTALLED � I I U I � 2 .461 \ 1 590 1 - - - � / / �, � � � V V,
V V, V V ) I / DAILY AS FILL IS PLACED** I II 52 i PAD 299.00 \ 1 0 _ _ / / . �/ V
V V**, V_ V_ V \ I �;/ III 1 1 \1 PAD 298.80 1 - // / j V V
V V, V, \ 1 « I 11 1 I 1 26.50 LF ® 0.75% 15" RCP 1 C0 - - - - - - - / / / kv
,
V V V )\ \ �`� i - I N III II 1 1 \,1 ---� / /V V
V I I 299 CI I CI 1_�
V V, J/V \♦\ \ \ \; I \ o �N 29s \ 1 L --- ti� �� /� A
V V, �� \`\ \\ \ \\ \� \ \\ \ -� \ _ _ - - - - 297.10 \ 12 6.22 n ���/ // /�/ V_
/ / V ♦ \ \NAG SC250 8.0 97.70
V V � 296.41 V V
V_ \ , i i � \ \ 1 \ I � / / i
V V V\\ \ 1 a /� -� V
V V, V V \%_ 97.94 \ 1 - - - - - -
` /, V_ V, ,
\ V, y9 `� V V j v\ - 1 52� PAD 298.00 1 \.9 < =� -\� 589 / i 110
'
O
9 V `, \ \ 1 1 \ \ PAD 296.50 \\ 4 DASHED LINES ARE GRADE LINES /
VI V, V, V s / �\ 1\1` 134.63 LF ® 2.42% 15" RCP _ \95.69
INDICATE TO STRAIGHT GRADE FROMV '�V,V_I \\\ \I 298 ` ��5.0 \\ \\ 296 GIVEN ELEVATIONS. /
V V V V �. \ 29
' sto
1 I I V V `L, V V l/\ / \\ \\ ,\ \\ \c \ \ \ 2 i9g�i 292 /
I I I IV' V, V 1 V, / \ ; \ \\ \- 29 - \ /i' 9 .51 \0000
I I I Ito
`� / V, V / �\ \ 296.8 96.35 �� \
I , \ \ N 290. k
I V V V \\ \ - 2
I 1 1 111 V, V / 9s-so 2� \ \ \ tig Loc
I I 1 1 1 1I I1 1 , , 529 PAD 296.55 CI 3 r / / //^\
I 11 1 1 i I I V, V_ / 1 V, \ SILT FENCE ) \ \�
I I I 1 I \ V / V = OUTLET (TYP)
,
/ / PAD 290.70
V V / �\
\ \ \ \ \ \ \ \ V / V` SILT FENCE 159s 34.86 LF ® 5.67% 15" RCP \ /'
\ \ \ \ \ \yt\ \ ♦ 293.4) \\ .49
o /
\ �i V �\ OUTLET (TYP) ` \ 293.60 ti 2 9
\ 1 ti
\ \'14 \ \ V V V, \ V V V V V,293.8 PAD 293.80 \� i
\-
\ 53 %
\\ \\ \ \ \ V,V V V_ �\
\ \ \ \ \ \\ \ \ \ \ \ \ \ V_ V, SILT FENCE \\ �' Zg3 y�°� 8 CI 5�
V V V \ OUTLET (TYP) \
,\ \ \ 26.50 LF ® 0.75% 15" \C`
w\ \' 2� %LcI 4
\ V A V A V A V A \ V A \ V A\ V V, V, \ �\ A �� ' 289.55 \\
\ \ \ \ \ \ \ \ \ \ \ 1 I I 1 I V V, - ��' V_ NAG SC250 2 0 PAD 289.70
\ \ \ \ \ \ I \ \\ \ \ \ I III V, V to , V, V_ **ALL MATTING IS TO BE INSTALLED �
\ \ \ \ \ \ I I \ \ \ III V, V, \ V_ V \ DAILY AS FILL IS PLACED** �. \ 289 531
V` i `�� / l 1 I V -\ V '
�/ / V / A*,/ `y / I W I V V ` / \� \ \\ -\ \ ,�
/ / / / / / / V-/ / V II - v \ ) ��AA V I ,� v v '+* 288 �.
V V, r '.r\\ \ V \ \ \ \S' LIMITS OF CONSTRUCTION G
1 / / / / / V 1 V\ V V `/\ \\� \ V • \ \ \ \ \ \ \� 25.0 AC X\
V` 1 V ( /� / / V I ow / VI /\ \�\\\`��\\\\ \
I I I I I I I I I 1\ \\ V\ I\\ I I V I V V \ // �\ \\ ��`\ \ \ \
1 1\ I I I I I I I I 1 I 1\\\ I I �\ 1 „�, \ V\ /V ♦ V\ \\ \\�\\ V ♦\ \
\\\ ��■' �� IV
\ ` -� - - I \�\ \ `� ♦ �� GROUND STABILIZATION CHART
��• A ` t, �` V v v� �V \
V_ `L V \ SILT FENCE G�
V ��, 0
V, V_\\ / \� OUTLET (TYP)', P
�,V,
V �,V, V V \ \ \ \
/ / / / 1 I I I \ \ I 1 \ \ ♦ V V `�
V V_ V V_ \`♦ \\ \ \\
V V V V V
♦ \. \\ \ \
V �� \��♦
V_ '� V
V V V V
V,-w V V V V \\
`_ `, , V V V V-
/' // / l l I I I I I I I I I \ I ♦� V `� V_`�% V V V '
V V V
V\ V V V **,V, V V_
V
l /
N 567,403.47 V,V ,
C3.1 c3.2
C3.3
C3.4
SHEET KEY
LEGEND:
PK PK-PK NAIL
EiP Oo EIP-EXISTING IRON PIPE
EIS O EIS -EXISTING IRON STAKE
ENO ENL-EXISTING NAIL
ERBO ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
CI - CURB INLET
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
ss SANITARY SEWER LINE
FM FORCE MAIN LINE
SD STORM DRAINAGE
- - WETLANDS
PERMANENT EASEMENT
X FENCE LINE
TREE LINE
x 208.47' SPOT ELEVATION
BENCHMARK
D4 WATER VALVE
C�, FIRE HYDRANT
1 WATER METER
® CATCH BASIN
TREE
GRAVEL
SOIL
0 WETLANDS
330 MAJOR CONTOUR
337 MINOR CONTOUR
- roc- roc- LIMITS OF CONSTRUCTION
- sF - sF -SILT FENCE LINE
- JN - JN - JUTE NETTING
0INLET PROTECTION
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
l I I I I� I• --//'•• V, V- NC GRID 8NAD83 ,i ,
I • V V (2011)
V-I I I `� I
VI I I V 1 I V 000 V_ V V
5 8"
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
160
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
CARO �///
SEA
02
.G I NE .•: ja���
�O
REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 8
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
WOODSHIRE HUFF,
LLC
2919 Breezewood Avenue - Suite 100
Fayetteville, North Carolina 28303
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1775
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
MARCH 30, 2022
SHEET NUMBER
C-3ol