SW6220201_Plansheet C3.3 - Grading_Drainage Plan_20220510

p'1_ \G
26.50 LF ® 0.75% 15" RCP
/
287.90 '&9
\
0 LF ® 0.75% 15" RCP
98.21
9 .20 /
rn
PAD 299.50 I /
9 2i! /� _ ---29
/
I 582
♦�
go to 0000*0
1 V_
\ I
2 TEMPORARY SKIMMER BASIN #2 ftft a x
L=60', W=30', D=3' \ _
�00 SIDE SLOPES= 2:1 I ♦♦' \
84.42 2a� \ TOP OF BASIN: 285.00'
284.59 BOTTOM OF BASIN: 281.00'
o OC 15' EMERGENCY SPILLWAY. 284.00' I
C \ INVERT OF SKIMMER: 281.00'
SIDE SLOPES OF BASIN ARE TO
\ 286 BE SEEDED WITHIN SEVEN DAYS. n
/ 587 **ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL)
/ \ \N, / WITH 1.3" ORIFICE FOR DEWATERING THE I NAG S75
�3.6 284.00. SEDIMENT BASIN DURING CONSTRUCTION. I STP.PAT.0 �� Z
298.90
doo \ 299.1
2, �� ti� �03 ♦ 2�I 584
INk,83.40 1% ❑ �oL ♦' / j' 2g5 94.32 I \\ A
294 50 (--)
281.E
�� 138.37 LF ® 3.18% 18" RCP 82.
�� 285.60/
� 85.75 PAD 286.00 �
� 285.9
26.50 LF ® 0.75% 15" RCP
O / ` 84.42 LF ® 5.09% 24" RCP (2)
32.90 LF ® 0.97% 24" RCP
285 , ,+ PAD 284.00
� ♦ 3' FOUNDATION
2V3.79", WALL �S\
ti
GROUND STABILIZATION CHART
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)
82.65 RIP RAP DISSIPATER ♦ / \ \ \ N
PAD 299.10 \
Dw=8" D4Ax--12" 2 4. 7 / W_5aa
CLASS B 18" THICK
,--,INV 276.90 ♦ 289.9
PAD 294.50
84.42 LF ® 5.09% 24" RCP (2) \
280 -- \ / 1 �, 29 0:�
CI 9 \10
2s5 I / I \ \ ° �1
`�. 28 .40 i// 586 I
33.50 LF ® 0.60% 15" RCP 293.34 CI 16
\ i PAD 290.20 / 26.5
134.02 LF ® 5.93% 15" RCP
CI 8
\ RIP RAP DISSIPATER ` ° /
28 283.97 \ �8� L=9W=5/11'
Olt, 284.1 53V % D8" Dwex--12" 27.46 LF ® 4.59% 18" RCP, c� CI 17
� sa=CLASS B 18" THICK CI 11 ��A '52.23 LF ® 6.17% 15" RCP PPG51 I
SILT FENCE / INV 272.60 JO0
B \ 2 //�
OUTLET (TYP) \ G • 84.93 LF ®1.00% 24" RCP \ CI 12 \J �,
\ 1w \ \\\ l ),1
0 33.50 LF @ 0.60% 18" RCP `
283.4
NAG SC250
Oj I 5.07,
TEMPORARY SKIMMER BASIN #1 \� �,_ %
L=60', W=30', 2a RC3' J 108.97 LF ®0.92% 30" P ! 286. a5
\ \ SIDE SLOPES= 1 '���
T6� OF BASIN: 277.00'
\ \ BOTTOM OF BASIN: 273.0L \
8' EMERGENCKSPILLWAY: 276.00' �� o SILT FENCE
\ \ INVERT OF )QMMER: 273.00' OUTLET (TYP)
\ SIDE SLOPES OF BASIN ARE TO ♦ ,
BE SEEDED WITHIN SEVEN DAYS. ; ' ♦ 2 3 00 / \
**ATTACH A 1.5" FAIRCLOTH S MMER (OR EQUAL) ' SD 20 l 284.46 PAD 287.10
WITH 1.3" ORIFICE FOR DEWATERING THE R RAP DISSIPATER \ 534
SEDIMENT BASIN DURING CONSTRUCTION. 1' W=0.5/2 I
41
D5o=8" Dmwr--12"
' THICK \ \
LEGEND:
PK PK-PK NAIL
EiP Oo EIP-EXISTING IRON PIPE
EIS O EIS -EXISTING IRON STAKE
ENLO 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
FIRE HYDRANT
❑❑ WATER METER
® CATCH BASIN
TREE
GRAVEL
SOIL
0 WETLANDS
330 MAJOR CONTOUR
337 MINOR CONTOUR
- Loc- Loc- LIMITS OF CONSTRUCTION
- SF - SF - SILT FENCE LINE
- iN - iN - JUTE NETTING
0INLET PROTECTION
C3.1 C3.2
C3.3
C3.4
SHEET KEY
4D S�
T�
tP
0
r
c
y
$3120111 ��'
O
G�\O NP
AG
3.2 -
LINE- SEE SHEET C-
M ATCH� 1 o I
I 1
--__4-_-I I� 05.50 I I I
I A I I
j II II /' wwrn O I I I
1 I
- 1 304.36 11 PAD 5.50 I53 , I
Co
305.10 123.50 LF 0 0.97% 18" RCP 1 I �J 305. 1 M n
05.30 . , / II 1 30 .11 1 305
f56 I PAD 305.30 / I 1 304 - \ - - �\ I 0 .80 6 1
45.20 LF ® 1.22% 15" RCP / �\ / II CI 30 CI 31
/ 581
� I
288.8 304.8 305 / 26.50 LF ® 0.75% 15" RCP 1 a DASHED LINES ARE GRADE LINE
PAD 290.40 / / I 304 I PAD 304.80 C5� INDICATE TO STRAIGHT GRADE
\1 2 919 / 3 - 1 303.66 I 1 n 1 GIVEN ELEVATIONS.
Nei 4.60 - ---� I /-J 304.3
NO I I .- m 1 304
/ -�� 303.90 O
♦ �, i'v \ �� I 1 / I � CLEAR � � , , 1 30 .36 � � / _ - I
PAD 304.60 304.10
28�. 4 VI \ 9 .03 290 89.87I, 8)
•\ / Z \ \ \ \ 291 a . I I O 1 / a o LIMITS OF CONSTRUCTION
• `� 289.00 7 \ 1 \ \ \ ! 91.34 \ I _ _ _ J 1 Z I -� M 25.0 AC
PAD 291.30 \ I \ 11 30� �- - 304 1 / I PAD 304.10 C551 1
\ 292 \�
NAG SC250 r'r, \ I / Y \\ \ \1 ; N N a 303.6 _ _ - - - v -G 1 302.96 O
14 -0
**ALL MATTING IS TO BE INSTALLED 01 ryrn� 535' \ 0 03.90 0 I
DAILY AS FILL IS PLACED** 0` \ ` \ , 58C1 2�.00 LF ®2.24% 18" RCP 1 U) I I 30 .6 /
n \ t \i 2 O \ I PAD 292.50 , \ _ I Ni 1_ - 304 -
' \ SILT FENCE ® � � \ \ N 1
OUTLET (TYP) �� ( 1�' 29� (,� \ \i' I 1292.01 1 \ I 30 .62 1 303 _ _ 02.76 0 /
1 \ \ /.6 \1\ \ 1 \ PAD 303.90 / 1
` �,\ 91.80 / \ G ` \ I _ _ \ 1 569 I / 1 303.00 /
292.28 NAG S75 \ �
♦1 91.4 91.10 \ \ c' y \ \ 292 �_ _ - STP.PAT.D
o \ \\ 292. 0 , 3 3.42
00 PAD 303
N-;A
291.66 .C 50 wo t
����(\ 30 .93 _ / ♦ ` 1 01.81 / w N
-7 1 1 \ \ 05709 02.10
536 \ \ \ 291.25PAD 292,56 303
I
\� ♦ ` ; \� a��� �o 2 \�\ "� �/ \ �\ ,\ \\ `� \ \ I L -\ - v - J�, 292.02 V 1 I
1 00 �300.04
� I1PAD 357 r
-292 29
- _4I
/
' I 1
\♦♦ y 9 .17 91.87 \ \ \ \ \ ; 291- _ - - NO
260.80 1 CLEAR I 62
I 1
SILT FENCE SDM 21 I �" \ \ _ I I
OUTLET (� P) I >� \ �\ \ \ \\ 11 \ \ 1 0 goo \r �- -1 / ` 298 1 1 PAD 300.20 �549 0 o I
\ ■ - _' I I\ \1 \ \ 1 1 I 1 298.� 99.0 I
\ \ ' 29' I I \ 1\ \\ PAD 2\.70 I` 1 1 2 9.68 �I I PAD 290.80 �5 8 N 1 I 2 8. 0 r - - - �I \ 1 99.72 I
300
53 -- -
J
\ \ , (o \\ I\I \ 1\ \ \26.50 LF ®10.75% 15"'RCP I I 1 `I 1 2 1 305-
\ \ , ♦ \ I L -2g1 \J I I _� PAD 298.50 1, 29 .21 1
1 2g0 CI 38 I - - 290 _288.31 0 1a \ 571 , I
001. _ - CI 37 289 - 288.60 298.021 I / - " 2.99 CI 32
I I SILT FENCE - 88.95 288 \ L - - _
OUTLET (TYP) 7 89.39 2a9 I 1 295
\ • I \ 1287.37 PAD 89.30, PAD 288.60
� • � I I � 1 1 CC538))2I\,,
• 1 1 II a ��� . �I I L - 2a9 - 2as 1 L - - 2aa 285.5 _
286 go-go
■
�NE SEE SHEET C- 3.4
MATC�H L
GRAPHIC SCALE
- so 40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
�CARO �Z//
SEA
02
G l WE00
z 1fiO I I111I�
U3-30-22
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-3n3