SW6230605_Plansheet - Grading/Drainage Plan_20230705 (5)

■
N,F 4Dsite
WARREN S. ELLIOT
DB 3564, PG 168 solutions
GROUND STABILIZATION CHART
r 6 N civil engineering I land surveying
i SITE AREA STABILIZATION STABILIZATION TIME
DESCRIPTION TIME FRAME FRAME EXCEPTIONS 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
N/F I I ' office 910-426-6777 fax [phone] license number I C-2354
ABJ PERIMETER DIKES, wwwADsitesolutions.com
INVESTMENTS, LLC / SWALES, DITHCES 7 DAYS NONE
DB 4099, PG 808 / I I AND SLOPES
PB 2021, PG 501 HIGH QUALITY
II WATER (HQW) 7 DAYS NONE
- / ZONES ````��N 11CA RO�''''
. . � II �� '( ........ �i
♦ SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE Z��O %
IF SLOPES ARE 10' OR �� .•��gg/p
THAN 3:1 NOT STEEPER THAN 2:1, :4
♦♦ 4' 14 DAYS ARE ALLOWED _ SEA =
027
♦•' � 0 _ SLOPES 3:1 OR 7-DAYS FOR SLOPES �
/ 14 DAYS GREATER THAN 50 FEET :�G►N1r �`��
--- SWALE #1 143.45OOR FLATTER
'•• ` 142.18 v- - 14 --_---- - -- - ___---
NONE
--� 144.06 .-.- IN LENGTH �i' OrT•.g�
I ''---- ----- ----------- - ------ --- NONE IIIIIIN
♦ `li \li `li `li \li \li \lam' ---
'' ------------ -- -- ----
♦ /CHECK DAM ;�-; - 143 -__-___ - ALL OTHER AREAS
Im WEIR
= '/ ''� --�a6 /\- WITH SLOPES FLATTER 14 DAYS PERIMETERS AND
( ) ;; ;,; THAN 4:1
,S♦ `li `li `li `li vL `li `li `li `li �� � � ,,; ��/ -� -� _�- HQW ZONES)
' 147.25
147 - 147.01 'p
♦N' `�' `�' `�' `�' `�' `�' `�' `�' `�' `�' `�' `� NAG S75 STP.PAT.D %' ; ' � 147.98 I I REVISIONS
TO BE INSTALLED '�` �j 147.73
1' v1' v1' v1' v1' v1' `l' v1' v1' v1' v1' v1' `1'� IMMEDIATELY UPON GRADINGLi
� r 90
j `li `li `li `li `li `li `li `li `li `li ✓� ;; 89
PAD 147.40 91 c�
vlam vlam vl� vlam vlam vlam � vlam vlam vlam vlam vlam ♦ �� � A V / W
141.36
. . �� �� ♦ `li `li `li � ','� I I < PAD 147.80 PAD 147.30
v� + ♦ `li `li `li v� 2 I(i � 147.31 V /
r:1 1 1 1 LLJ
♦ `li \L `li I j i ` \146.99 \ 146.18�_ 145.99 l- J
147.20 147.05 146.48- 146.92
s
�5.56
O ��. 'c� � \ 70.68 LF ® 0.50% 15" RCP _ Q
1 / \\ -
' •♦ ` ;i �7 CI 1 145.23 \ 145.8 - -
`li `li `li v� � 1 ��11 / 145.97
\ �� 'r ,I 88 CI
••` \ \\ M k
`••to `� mil, 1 i / PAD 147.20 / 145.18 42.68 LF C� 0.50% 15" RCP
\ , / '/ \ 145.03 92 S S
.�• \� � SILT FENCE 0 ~ / �" � � L / � PAD 147.20 92 1TE
• OUTLET (TYP) N/ \ / / O O
�� 146.27 � � 144.95 CI 239 145.56 � � p �G'
l
� 146.26 _ J O
I( z
n
rn
'26.52 LF ® 0.75% 15" RCP 144.71 (1 / 146.63
DIVERSIONTO BE / > 145.03 ^,; PROJECT NAME
I SEEDED WITHIN / PAD 146.60 / / CI 2 M
` 1 7 DAYS / 144 / CI 5
\ J I / 7,16` \ PAD 146.90 / =O
145v40 ' �\�\ \ /
,111 J 145.85 , � � , , / ) MITCHELL
o 1
� � \ � 145.60 � �J a / / \,c� / \ /
/ 7 `
V 0- / DASHED LINES ARE GRADE LINES 20
\ Q�"
/ / Q / J / INDICATE TO STRAIGHT GRADE
c� �\
O FROM GIVEN ELEVATIONS.
\ DIVERSION ` / / > 144.36 � ��� J o /
FARMS
SILT FENCE I OUTLET W/WEIR / °j� 145
PAD 145.70 / o'
OUTLET (TYP) �` 4s, / ® .. `
Ir v I I ` \ \ // / �� / I -` `3.60
I / , , l ,{ / ; / G�- 143.80 1a� SUBDIVISION
I26.52 LF 0 0.75% 15" kP•
\44.37 143.22 CI 3 // PAD 144.50 // // 95 ` 142.96
l / CI 6 ` /
I h 143.82
I i 143.60 143.22
44.90 LF ® 1.00% 18" RCP
N ` y 143.36 i / PAD 143.90 /
/ 144
- DRAINAGE /
v 143.04 EASEMENT/�
�I l �180.68 LF @ 0.80% 24" RCP'
�\ 25.00 LF 0 1.00% 24" RCP
144 142.80 ---� / l PAD 143.90�
I \ � \,, f•. \ 1 •\ " CI 7 11g23 142.66,j/ � /\ /
4s 144.12 . �26.52 LF ® 0.75% 15 RCP �F�` / ,� DETAILED
, , 8 � � 1� GRADING AND
�4 G G
4 1 / 143.37 142.02
\ �\
` : ` \ PAD 145.30 . \� CI 9 7q3 EROSION
- / 26.52LF ® 0.75% 15" RCP
/\\`` `'��`\\ �` �` ` CI 12
14520 85 )/ / / 144 142.62 \`` CI 10 14
2.68
ovd 0`\ ;`I�r01`\ it '145.45 ` �\ // / PAD 145.30 � \ ��` CI 1CI 253 CONTROL PLAN
�J SILT FENCE ' '
OUTLET (TYP) n 1 DIVERSION BERM, ♦ -�� /
/ i 145 a 25.00 LF 0.60% 15" RCP CI 1
1 >�/ I I l ; OUTLET W/WEIR \ �.145.04� 145.2 84 � � / 1 1 \ 142.02,
I 1 1 1 , `Y � \ % / / 26.51 LF C� 0.75% 15" RCP
I I 1 S �\ \' `` _ 145.29 ♦ / PAD 144.60 CI 252
145.49zt� yam/ / / /I- '� \\_ CLIENT
144.29 144.49 83 /�- \ 1q3 142.62 SjR S RO
\ I I �S',\` \1q� 144.54� ��t�� / PAD 143.80 / 10.00 LF ® 0.60% 15" RCP\ EFj (WT, p
144.74��.� �� J 143.70 / �� ��lTy&4/c
�p7� ' � � - . 143.54 / �� 4 ABJ INVESTMENTS,
V l \ \ I Ib \� \ -\ 144`� I/ 82 1 4 CFSS
\ I _0, 3•�"\ \ - �` /� / PAD 143.80 / L L C
Ec LEGEND: I I \ \ 13 _ ,- � '_ moo` 143.99� •143.35 J 143.35 / \
"Z ECM EXISTING CONCRETE MONUMENT I I \ Op7 3 \% �� y EReOERB-EXISTING REBAR I I ` „ � 142.94 `I` �Gr
O I O \\\ \ `D - �7L I '143\143.50 +♦~ / / PAD 144.60 /
o COMPUTED POINT '/ n I n V�� _
N/F - NOW OR FORMERLY p \ CA 1 I I ,Dp\ ,? ram `` J 143.54 /
V - 143.70
R W - RIGHT OF WAY �\ \\ NAG S75 STP.PAT.D i� _ t•- �43 �'� 80
/ / ( r \� TO BE INSTALLED WITHIN ,Dp� `� .� �_ ;'� 143.90 �
RCP - REINFORCED CONCRETE PIPE LIMITS OF CONSTRUCTION 114.0 AC \ /
1 r \ 7 DAYS OF GRADING �'b � � �,. 143.75 � � �
-� or - ` 2031 Middle Road
PROPERTY LINE ✓ , \\ \ 07144.40'� M
ADJACENT PROPERTY LINE �4��� / Fayetteville, North Carolina 28312
RIGHT-OF-WAY 144.60 v Phone: [phone]
144.50
- SETBACK LINE I I \ \ro I I \ \ 007 �' �
l� l w
ss SANITARY SEWER LINE 1 -� �\ �� \ , 1 SILT FENCE pp� 140 �S
FM FORCE MAIN LINE I I \ 11 1 \ < (TYP) 00
\ �,
SD STORM DRAINAGE I \ \\ I J l °7 PROJECT INFORMATION
w LINE / \11 \ Cp�\ '0-
WATER � 1 ` \ \0 p� 3s`
OVERHEAD UTILITY
PERMANENT EASEMENT \ \ \ \ . �� � ` DESIGNED BY: SEAN/CHRIS
TREE LINE \\ / \ `/ 1 \ \ \ \ \ / �� C3.2
210 MAJOR CONTOUR 1\\\ ( f` / '°�i\ \�'� \\��\ \ \ ♦ \ �S C3.1 DRAWN BY: SEAN/CHRIS
\ \ ` v CHECKED BY: SCOTT
N 207 MINOR CONTOUR \ PROJECT NUMBER: 1894
x 208.47'SPOT ELEVATION \ Off\ \ O I+
Ji
BENCHMARK \\�\\ /�� / �� \ \\\ \ \ -'` `� `l, > ��- C3.4
PPS UTILITY POLE \ \ /� \i� �, C3.5
U
c GUY WIRE \ ��\ �j/ /� 1\<'p \ \ \\� \ DRAWING SCALE
❑T TELEPHONE PEDESTAL \
Cn
D4 WATER VALVE l \\ \ \\\ \\\ \
w FIRE HYDRANT \ \\\� ( (p \ �\ \ \ \ SHEET KEY HORIZONTAL: 1"=50'
S� SANITARY SEWER MANHOLE \\\\ \� �'\� \ \ \ \ ,r `l/ `l/ `l/
o ASPHALT
'o CONCRETE DATE RELEASED
WETLANDS C \
N 330 MAJOR CONTOUR MARCH 20, 2023
337 -MINOR CONTOUR GRAPHIC SCALE
Loc Loc LIMITS OF CONSTRUCTION
-sF -sF -SILT FENCE LINE \ \� 50 0 25 50 100 200
o -A -A -JUTE NETTING �pC\
O INLET PROTECTION \ \\✓ `� \\�p SHEET NUMBER
IN FEET
�` \ �OG, 1 inch = 50 ft.
��& �� 0
m � c,