SW6130104_APPROVED PLANS_20130128

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
l%APPROVED PLANS
((❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M DD

A I B I C I D I E
F I G
1
2
K
rd
9
0
DIRECTORATE OF PUBLIC WORKS
BUILDING NO.3.1631
DEMOLITION LANDFILL
ACPk12 SAT /SUN [HOLIDAYS 09DO-1700
SOLDIER SUPPORT CENTER,
® •: � FIN114
oss
41
Y1:1.11519q:F9Ltl[all
LEGEND:
CONTRACTOR HAUL ROAD
MAJOR ROADS
STREETS
F++H+H++
RAILROADS
INSTALLATION BOUNDARIES
®
INTERSTATE ROUTE
U. S. ROUTE
B�
STATE ROUTE
LAKES
ACPN9
ACCESS CONTROL POINT (ACP) R5
AND VEHICLE REGISTRATION
ACCESS CONTROL POINT (ACP) A8
AND TRUCK INSPECTION PLAZA
FORT BRAGG CANTONMENT
WORKING DOG
KENNEL
raaEcr s1rE
MsASOC NTC
PROJECT HAUL ROUTE O
AND STAGING AREA
N.T.S.
'POST ACCESS CONTROL POINT (ACP) PLAN
ACP NUMBERS 1, 5, 8, 4,13, 11 OPERATES 24HRS/ 7 DAYS A WEEK = ALL PROCESSING
ACP NUMBERS 3, 9,10 OPERATES 24HRS/ 7 DAYS A WEEK = DECALS ONLY
ACP NUMBERS 6, 2, 7, 8A,12 OPERATES 16HRS/ 5 DAYS A WEEK = DECALS ONLY
TRUCK PLAZA OPERATES 24HRS/ 7 DAYS A WEEK= TRUCK INSPECTION PLAZA
►� " = ROAD CLOSED WITH GATES OR BARRIERS
ALL VEHICLES ARE SUBJECT TO SEARCH, REGARDLESS OF WHETHER THEY HAVE A
DECAL, HAVE A TEMPORARY PASS, OR HAVE NEITHER. ALL CONTRACTORS COMMERCIAL
OR PRIVATELY OWNED VEHICLES REQUIRE REGISTRATION.
CONTRACTOR HAUL ROUTE
DESCRIPTION OF CONTRACTOR HAUL ROUTE FROM BORROW AREA & LANDFILL TO
PROJECT SITE:
1. SOUTH ON LAMONT ROAD
2. CROSS LONG STREET ROAD
3. SOUTH ON MCRIDGE ROAD
4. WEST ON CHICKEN ROAD
5. SOUTH ON D STREET. USE D STREET LNTIL TORA BORA BLVD IS IN OPERATION.
CONTRACTOR MUST GO THROUGH ACP#' TO ENTER LANDFILL AND RECYCLING
CENTER
ABME-AA110N LEGEND:
SYMBOL LEGEND:
AASHTO
AMERICAN ASSOCIATION OF STATE
INV.
INVERT
EXISTING SINGLE WING CURB INLET
SPHW - SLOPE PAVED HEADWALL
ED
HIGHWAY AND TRANSPORTATION OFFICIALS
NOI
NOTICE OF INTENT
EXISTING DOUBLE WING CURB INLET
JB - JUNCTION BOX
ABA
ARCHITECTURAL BARRIERS ACT
NOT
NOTICE OF TERMINATION
EXISTING YARD INLET
GI -GRATE INLETrn
ATFP
ANTI -TERRORISM FORCE PROTECTION
NPDES
NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM
EXISTING SANITARY SEWER MANHOLE
SSMH - SANITARY SEWER MANHOLE
ss
BMP
BEST MANAGEMENT PRACTICES
CLIII
CLASS THREE
N.T.S.
NOT TO SCALE
EXISTING POWER POLE
n
COMMUNICATION MANHOLE
�.
COMM MH
COMMUNICATIONS MANHOLE
OHE
OVERHEAD ELECTRICAL LINES
EXISTING SPOT ELEVATION
h
CONCRETE PAVING
PP
POWER POLE
EXISTING COMMUNICATIONS MANHOLE
HEAVY DUTY ASPHALT PAVING
CO
CLEANOUT
DIP
DUCTILE IRON PIPE
RCP
REINFORCED CONCRETE PIPE
EXISTING WATER LINE VALVE
STANDARD DUTY ASPHALT PAVING'
EL.
ELEVATION
SS MH
SANITARY SEWER MANHOLE
EXISTING FIRE HYDRANT
SITE LIGHTING
❑—�❑
FL
FLOWLINE
ST MH
STORM SEWER MANHOLE
PROPOSED FIRE HYDRANT
FH
FH
FIRE HYDRANT
TYP.
TYPICAL
SPOT ELEVATION
+6.50
FPS
FEET PER SECOND
UP
UNDERGROUND POWER
SLOPE INDICATION
3:1
G
GAS LINE
UT
UNDERGROUND TELECOMMUNICATIONS
HANDICAP PARKING
66
HC
ACCESSIBLE PARKING
V
VELOCITY
TRAFFIC SIGN
_
HGL
HYDRAULIC GRADE LINE
YI
YARD INLET
EXISTING FENCE
H.P.
HIGH POINT
I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN PROVIDES FOR AN
APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED BY THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES AND THE DOCUMENT "EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL," PUBLISHED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL AND NATURAL
RESOURCES AS OF JANUARY 1 OF THE YEAR IN WHICH THE LAND -DISTURBING ACTIVITY WAS PERMITTED,
SIGNATURE BLOCK DATE
PRINTED NAME
RALEIGH
wn
wi
MILSON
ASHEBORO
r
m
wu
SANFORD
S HFIELD
a7
IP
GOLDSBORO
BISCOE
DUN
7•�
FORT BRAGG
'a
MT. OLIVE
/
.xr
/
I
Y EVILLE
�7w
�I qr
CLINT
sn
ROCKIN AM
r
IO
LAU BUR
e> >er
➢w
WALLACE
ra
'ter
LUMBERTON
ELIZRBETHTOVN
48r
S C9
C9 90
74
wa
%u7
l f2 q
DARLIN
9
76�74
HITEVILLE
76
u
WILMINGTON
VICINITY MAP
O
N.T.S.
LINEWORK LEGEND:
EXISTING BUILDING -----------
EXISTING COMMUNICATIONS -
EXISTING STRIPING ----- --- --
EXISTING FENCELINE
EXISTING GAS LINE
EXISTING POWER LINE
EXISTING SANITARY
-
SEWER LINE
EXISTING WATER LINE
EXISTING STORM LINE
EXISTING TREE LINE
EXISTING CONTOUR - - „ —
MAJOR
EXISTING CONTOUR -
MINOR
PROPOSED CONTOUR - 100
MAJOR
PROPOSED CONTOUR -
MINOR
MATCHLINE — —
CONSTRUCTION LIMITS — --
ATFP FENCE (SEE DETAILS) v -0
NOTE:
FOLLOWING INITIAL SOIL DISTURBANCE OR RE -DISTURBANCE PERMANENT
OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN 7 CALENDAR
DAYS AS TO THE SURFACE OF ALL PERIMETER SLOPES AND ALL SLOPES
GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) AND 14 CALENDAR DAYS
AS TO ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE.
CORPS OF ENGINEERS
WATER MANAGEMENT BOARD
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL AND NATURAL RESOURCES
a
i Iv i i"•'t
LBYD, Inc.
CMI and Structural Engim•n
716 South 30th Street
Blrmin ham, AL 35233
Main 205 251-4500
Fax 205) 4W-0226
LBYO PROJECT NO.
aapyrW smz 102 12-040
lee d,rwiny Old desian in eia =he Sole properly of
LBY Inc. wimh moy not he repalxed w•Ihwl miter. permission
09�r�
' D
z
O
H
U
tr
F
z
O
U
IY
O
U.
0
W
rn
W
J
W
t•-
O
z
EC ' 1—
i
DEN. nLuN?;AL OFFICE
to
_J
1—
_
m
(n
;?i1 f O10 I�2PjlZOla
G-OQL 12�/13/2D12
0
z
a
_J
0
D_
f—
Z
O
U
z
0
I I I
I O
0 15 30
SCALE I•=30'
60 (if
LLI
US Army Corps
of Engineers
Wilmington District
dIIIIL
CA
O
Lu
I
I
w
IQ
� 8
Z 'I0
R
U
U i�
0
Iw
J
H
J
Ni
Z
Ube'
W
he
U
I O
CO
z
a
y
m
O
m
as
°
uj
Z
y
'm
inw
g
°.
a
CI y
W X
14
N
U
+-
w U
rp
�w�
N
--
�?�
-
wZ�
t
Z LU Z
U
Z00
rah
CC
qJ
it S2!
LL z
Z
J
V
_
>
z ir
Z
Q,aci
Z
(.9
XrF
LL�
O
W
J
zn0
I-co�
Q
OU
Z
Q
UZ(
J
=a�
LU
Q
Ov 0
J
U)
L
U
All
PLATE
REFERENCE
NUMBER
G-002
L,ix SHEET 1 OF 59J
.m
3
.Fil
5
Nu
A I B I C I D I E
F
G
H

El
- i ? �. -
R 0 A - 82' AT/FP ^'
1
DIRT" - = N� N �
267.50
D � rn l 268.40 -4 4
_._ �,,,-`.� �✓ / �' -4 it 269.15 -
„ N 270.84
�
270.34 269.65 \ ��
, 270.96 26912 267.50 `
a
/� ,y16 -
r
- , - z
N - _ 269.00
270.84
/11 � t 269.15 �
' � _ 70.84
ti��' 33' AT/FP 2iQ 1 5
3 276.96 3:1�
27612
1 215
I
.� 0 275.8 I
,
271.00 / I 276.00 275.84 I�
r
I
� 1
t
{ J
I
276.00 275.96 1 272.75 270.90 269.65 269.12 t
275.84 j
�j 275.84 I I 289 00
272.80
/ / 1270.50
275.5 I 275.33 275.96 I 275� 8� ( 269 00
4
/� ` l
275.84 I ! / 275.96 I Imo, " 270.60 1
/ 26.65 268.75 \
' � 1 c"» 4.75%
272.87 � 27L16
t ,
YO
276.00 .- i�/ GTW=275.81 1�' 271.65 .��t 268.85
GBW=271.85 a GTW=274.00 -
5.55 /o
275.96 1 GBW=273.50
4 / / 275.84 273.45 270.00
275.96el
75.33 r GTW=274.00
275.33 GTW=275.81 274.2
GBW=273.50 �2j73.95 - 270.00 / If
GBW=271.85 273.7 �_
/
275.33
f, _
/ 75.33
� / I BLDG X-4890 275.0o I� � � 270.50 -'�
273.42 272.47 271.97 -
,f _ / 275.96 COMMUNICATION 275.96�
TRAINING FACILITY ° i 275.82I 273.12 273.30 271.52 ZOO
ff
v5.3sFF=276.00
i
275.33 I - <- i
275.33 275.33 275.96 275.33
I
-1-- --� -� - --- �O;
\ �o
(_26
LO
27477 - " I `- I z x> `0
-271.10- - �� - - 274 t N wn z z N N
` \ /
T : / BIO-RETENTION w o
- �I w� L0
POND 1 /
j7�
\� __ 271.10 -- - 0�� 3:1 I' o Y,
15 1 - - - - - 272 I
C 400
273 273 !Ji
/ I � � / �o � 3:1 3:1.
-- -
' t I _ L_ _ _274 - - 272.56 - - - - 27.r. -21�G 2_ _ �'.� I �
70.66
270.16
- -7 MATCHLINE (SEE SHEET C-113) %
}
f � �
9
If
/Z'~_ ti 21�
/ I
to
269 / _
T
i1
t
A B C D E F G
I
LBYD, Inc.
Chill and Shuchnal Engineers
716 South 30th Street
8lrmin ham, AL 35233
Main 205 251-4500
Fox 205) 488-0226
LBYO
PROJECT NO.
0c copyrigiN 2012
102-12-040
These drewince end design,
intent are the scle properly of
LFC, Inc. which Toy not de reproduced w'tihaot writer; permission
KEY MAP
z
O
U
H
z
O
U
fY
O
aL
0
W
CO)
W
J
w
H
O
z
�5� 10� I%Z8'�Zo13
C-//2 12�t 3/9slL �
m
to
nof
bi
SPECIAL NOTES:
1. SEE SHEETS G-003 TO G-004 FOR APPLICABLE 0
GENERAL NOTES. U)
row
O
z
U
U
O
I l o
CALEE 0 15 60 L.I
SI'=30'
US Army Corps
of Engineers
Wilmington District
uninl,
CA,
S s;
SEAL
O
ll
W
o-
Z
0
o
Q
Md 0
IWy�
a$
Z�'.F �
y1i
O U
J
Qo
U C)
m
U�
ED
Z r
�a
m
0
o
lu W.
Kin:
a
z
m
Lu
N
09
0 Z
0
co U-
CO
t-
N
U
+�
w U
oW�
.�
W0
Z z
L
Z z
U
Z Q O
U'
Q
ya-
W J
of SS
Q O S
�i
a Q
LL Z
z
U 0J
Z_
Z N V
d
}x
CD
Q
z04o
o(00
W
Q
z 0
0
C�
z m
u.1
H
0 0
LL
0
rU
PLATE
REFERENCE
NUMBER
C-112
SHEET 19
■E
■IK
■IK
■E
■©
EKE

A I B I C I D I E I F I G
z
I
175
r _ _
r ❑
z / ;
i I BLDG X-4890
COMMUNICATION
CONTRACTOR SHALL RETURN
TRAINING FACILITY a INSTALLATION EATOEXIIN PROPOSED
DTER FF=276.00 I
COMMUNICATION DUCT BANK ,
t /
(�( I
-----J
�I
274 �
I i V - - - 272274 N coy N
X / .
r27110 - - - ti10 I I N - - - --' I '
�---- 274 J _�273
273 MATCHLINE (SEE SHEET C-112) I I -
272.56
- � .�.
271.274.65
L o�oz
267.�50
3z274.35 273.62 272.94 272.84 c°272.10 271.90 271.00
�
. a a a 27244
c�rL.0 Cu 13:�1273.50 Li LL --L- T 22269.65 269.30274.71.27268-272.8 271.50 70.63 �m65
�
iv I
272.46 271.20 � 0,
4 273.60 / ��ti 271.30`tip Z�0 272.94 269.35 �c��O ' 267.00 I
272.56 271.75 270.35 �° 269.80 / I CC)
_ 67.85
274.00 273.40 272.30 272.20 270.94 270.77 �° A 269.00 268.50 269.35 \ 263.00 00 N
267.50 \
h" 273.40� 272.30 272.20 270.94 270.77 269.00
272.05 ZU70.55273.10 j 271.95270.45 268.75
LBYD, Inc.
Civil and Shadurd Engineers
716 South 30th Street
Birmin ham, AL 35233
Main 205 251-4500
Fax [phone]
LBYD PROJECT NO.
OC copyright 202 102-12-040
7nese drawing,, old desigr. intent ore the sole properly of
Lff J' Inc. wP�c�l may nr�t be rep od.xed wilhoul writer penmssian
KEY MAP
=='c
z
O
H
U
N
z
O
U
ix
O
ML
13
W
rn
W
J
W
t^
O
z
z
0
I I l o
0 15 30 60 Of
SCALE I'=30' LLJ
US Army Corps
of Engineers
Wilmington District
SEAL
oIw
I'
I
Iw
z
08
=!�
to s
N
Q
U K
$ - O
IIU-
04
`
F R
ZiI
z
w
m
�
J
�UW
�0
L)
y
oz
no
m
W
J Q
IL
w
no
y
W 7
W X
�
N
in
�W�
CD
�-
o'zc_n
•-
W Z
L
Z W Z
O
U
z Q (9
LLI
rah
J
O!r qq
S
N
U Q
Z
o
" J
z
gz
z N V
a
�LL�
z
zn0
W
0 co
q
C) z 0
Q
j m
W
H
0
0
LL
0
PLATE
REFERENCE
NUMBER
C-113
L SHEET 20�
■VA
3
BE]
5
i
0
L=
D I E
L
w
i

I
1
2
3
2
Me
0
0
N
0)
DD ,
L.
LBYD, Inc.
Aril and Shuaiural Engimxs
716 South 30th Street
Birmin ham, AL 35233
Alain 205 251-4500
Fax [phone]
LBYD PROJECT NO.
© aovrriWt 2012 102-12-040
?aese drCwin^s and design intent are ;he sole pcapedy of
TP, Inc. may not be reorocuced without welter x mssion
KEY MAP
suo 30 16sf-
1/4iZ'0i3
12/IV2DIZ—
SPECIAL NOTES:
1. SEE SHEETS G-003 TO G-004 FOR APPLICABLE
GENERAL NOTES.
H
I I I
0 15 30
SCALE P =30.
z
2
F
U
z
O
U
O
AL
13
W
N
a
W
J
All
0
z
m
0_
Ld
Q
D_
O
i—
0
z
Q
J
O
D_
Z
O
U
z
o
I o
60Ir-
W
US Army Corps
of Engineers
Wilmington District
SEAL
Z
Z g
i i
Q
Q y
Z
U
'&
iU
'K
0-
a $
f�R
L)
JN
Z'
taWd
F
ui
a�
W
r
m
9
U
N 0
2
m
C.)H
m
O
ui
a
Oa
W
0
m
IW—
~
N
0�y
y
m
W
W X
Nn
f=/1ili
t-
N
U
yKU
LU
O W
N
W Z
L
Z W Z
U
z0t-
LLJ O
Q
SJS
Q O S
U
J
a
ILLz
Z
J
O
gZ
z a U
d
� U-
Z
U
z�0
O C3
p
W
Q
�aa
U
m
w
H
0 0
LL
O
rn
PLATE
REFERENCE
NUMBER
C-114
SHEET 21
■©
■IK
or
OR
mint

l�lf
9
F
LLI
LLI
A t
i
/ I1
V _
r
1 CO) �i' r i r STR#1C-GI
LLJW TOP EL=247.50
s INV EL=241.23
! 't co EV—
t HW r
f / y
�
f i
I`z
✓ ,
r, STR E G
O \'
TOP EL-266.25 i ' Z �1 ��
f
INV EL 253.27" �� � U
�.
if
tr v'
7� t
,r f Ea t! ,' t y i TRUATMH 1
r
t t
i
;r
---
i
u
_
r r
i
33' AT/FP _ STR#3E
TOP EL=267 O6
,
r ' NV EL=63 0 2 � 1 �
�1 f
�. STR #4B-STMH
INV.=273.30 STR#1G 7 1
INV.= 273.00 � t ; �, (r �
f
-r , TOP EL=271.00 � ` � � TOP =267 50
1 �L
CO �1NV1=287.25 NV =2 7,.17�
1 , t
/
GRATE INLET _ o 1 i J
- TOP=274.00 i — I 9 LF 6" PVC SCH 40
INV=271.07 ,' I 35 LF 8 PVC SCH 40 I r TRENCH DRAIN 1
1,
56 LF 10" PVC SCH 40 I
` 23 LF - 12 PVC SCH 40 INV=267.78 87 LF 12" PVC SCH 40
° I ROOF DRAIN COLLECTOR 1 e
j 0.5 /o GRADE iv
@ ' s ! 107 LF 6" PVC SCH 40
/ 15 @ 3.25%GRADE �y\l @ 0.5% GRADE
4 �� �STS '
1 Jl JUNCTION BOX
2X2PRECA❑ / i I
/ INV.=271.80
_ ! 93 LF 6" PVC SCH 40 ♦ - 1
J / / INV.= 273.14 INV.= 272.40 l
I, /
' f � r` %`` / 36 LF 12" PVC SCH 40
107 LF 15" PVC SCH 40 } \
CO ROOF DRAIN COLLECTOR @ 1IX/.30%GRADE G X-4890
�r
L_ 1 r /' 260 LF 6" PVC SCH 40
%r �r 23 LF 18 PVC SCH 40 I 2 X2 �+uM M U N I CATI 155 LF 8" PVC SCH 40
g� SPECIAL NOTES:
ROOF DRAIN COLLECTOR I JUNCTION RECAST TRAINING FA I 134 LF 12 PVC SCH 40
1. REFER TO SHEETS G-003 AND G-004 FOR APPLICABLE
° 95 LF 15 PVC SCH 40 ! - 1
@ 0.5 /o GRADE TION BOX ROOF DRAIN I I GENERAL NOTES.
k� / � INV.=270.50 FF=2 .00 I i _ / �, `, 2. ALL ROOF DRAIN DOWNSPOUTS SHALL BE TIED TO
t r t INV.= 270.40j/ COLLECTOR UNDERGROUND ROOF DRAIN COLLECTOR PIPING VIA
2 X2 PRECAST o I I I DOWNSPOUT BOOT BARRYCRAFT B-25 SERIES WITH
@ 0.5 /o GRADE I J
�° JUNCTION BOX � 1 1 �, � � - � � , �� �
f Il' j /J%/ BUILT-IN CLEANOUT), 6" PVC SCHD 40 CONNECTOR PIPE, AND
t 1 INV.=270.74 % I `
I l�`- INSERT -A -TEE. SEE BUILDING PACKAGE FOR FINAL
DOWNSPOUT LOCATIONS.
CO e e 6"--T—6"-------_L-0 I / \
5
LBYD, Inc.
Civil and Structural Engineers
716 South 30th Street
Birmin ham, AL 35233
Alain 205 251-4500
Fax [phone]
LBYD PROJECT NO.
© cwrrort 2DI2 102-12-040
These drawings and design intent are the sole property of
IBN, Inc. which may not be reproduced without wridm Permission
8" -$ - --fi --� = r, - 2'X2'PRECAST
—�12 — ----`1 _"..'.' -- — JUNCTION BOX I I I
l l /srti CD / I—�— 2X2 PRECAST �.. INV.=271.76 iI
JUNCTION BOX —
/ / „ �7" -x _ I — — _ — -_ _ . I i
14 fl Io--I— \ — — — — — — —Y � '`.` ` rri .=271.01 _ - / c�a1 I c,.:l STR #5B-G5 I " c.F .i! M
% r i INV _ I OP E 26 .5 (n
/ `� - - - I _ I 2 X2 PRECAST B 5INV E4=25s,}1a �, I
� w .----
,.
LLJ
— — 1
- �)
I
i _� ,• - I � �- � JUNCTION BOX
t '
I
_ #6 _ INV. _ 1
_ I ST#ss GI f . _ 271 32 _ Ir) _3.0
I _ ,TOP EL=272.10�"" I i
r ma,. ...ter `✓� �' �; -f
WG 110
i /la�2ol20EL=266.38 MATCHLINE (SEE SHEET C-1161
I I, I
- �
0
`'
STR #6D-GI
i�- _-- / .7P EL=2715TO- / • , ' ��
` RD-etti \ INVEL266.02
U)
:i oN 0 15 �so
of
�1010,�SCALE w
it D-2TOP EL=27035 STIR #5D-GI
A B C D E F G H
US Army Corps
of Engineers
Wilmington District
CARO
O�oFEssyoti�2
= Q- 9:9
Q SEAL f
e47M,� 0
/„11////,111rnMiN1`\3/
Z
ii
0 8
0 gggg
Z g
0
0
N
O i
N
a'
d
�d
o
7-
r O
J N
0
i
i
0#
U C
ru
ao
m
5�
01
N 0
m
Up
B
m
~ Z
oQ
w
w
w
a
Z
c°
no
222
O
fN
0 �
y
0
M
J
N X
Z
fn�
LL
NN
♦-
N
U
+'
� U
y
ow�
�-
rzrn
—
wZo
Z W Z
liO
U
Z O
Cr)
a
>-a
J
QSS
0 S
ai
a
� z
Z
z 0
0
g
z
zNU
a
fir=
w
Q
r z0
Z
W
oz0cD
Q
UaQ
m
W
F-
0 0
cn
LL
0
CD
PLATE
REFERENCE
NUMBER
C-115
SHEET 22
■E
■©
■N
2
■p
NC

z
1
�, If f
/ / I I / .• l t .i P l
r
kv//
�Y Itl�/ t = I yJ
1
1
t
1
u
d
i
BLDG X-4890 '�-
iIf
1 COMMUNICATION`' -
r
B--4 - -
/ TRAINING FACILITY 1
FF=276.00 1 jf) /
_
11
(jf /
/rl ( \4 >�I}+f ' I 4
r rIr
/f
r
�_ _ - - - - - - - - -
i TR&61 64
}
,
OP EL=265.5INV Q I
w. = _
--------
t
I
ff
II
i
-sTR's6B-Gl' — MATCHLINE ISEE SHEET C-115) - - " `, 14 i; I I I
.TOP EL=272.10� _ 1 ; I - -
-�� -INV EL 266 38 I I '
� I `
i
'f 1
TOP FI =971 75
STR #6D-GI-\�
k_
CONTRACTOR TO TIE
TO EXISTING 30" RCP
y y, 11 m.
Fax10LBYD, Inc.
(Bull and Structural Englrmr3
716 South 30th Street
Blrmin ham, AL 35233
Main 205 251-4500
2053 488-0226
LBYD PROJECT NO.
© awe =2 102-12-040
These drawing9s and design intent are the sole property of
tlMl, Inc. which may not he reproduced wilhout written pernssan
STORM DRAINAGE LEGEND
� SWCI SINGLE WING CURB INLET
QRO GI GRATE INLET -SQUARE
sT STMH STORM MANHOLE
IN SPHW SLOPE PAVED HEADWALL
�O OCS OUTLET CONTROL STRUCTURE
TRENCH DRAIN
CLASS B RIP RAP IN FOREBAY
STORM PIPE DESIGNATION
4D STORM STRUCTURE DESIGNATION
* SEE SHEET C-200 FOR STORM PROFILES
SPECIAL NOTES:
1. REFER TO SHEETS G-003 AND G-004 FOR
APPLICABLE GENERAL NOTES.
z
O
U
4'
U)
z
O
U
O
LL
0
w
rn
W
-1
w
O
z
a
7�
B�.J Cn l3010�, 1�28/Zo13 �
C-1/1,CD
17JI�zoIZ
I—
V)
0
Z
Q
J
O
IY
Z
O
U
z
O
I I I t o
0 15 30 60 Ir—
SCALEI'=30' W
US Army Corps -
of Engineers
Wilmington District
SEAL
N
..�
Q $
gdOo
a9
F '
0
Z _
$
iu
J
� w
m
00
U
~ 2
m
no
0uj
as
w
z
no
Z
v
N
m ZZ
N X
0
O
fd
IL
Nn
I—
w
Cn
y
Ow'
.r
z
rn
—
LU
t
Z W Z
U
�ILL 0
Lu
r a z
lY J
QO�
U Q
LL
Z
J
gZ
Z N Q
a
U
w
}
L
ZPO
O 04 o Z
Z
LU
w
Va¢
Q
Q
Q
m
LU
p O
rL
O
rn
PLATE
REFERENCE
NUMBER
C-116
SHEET 23
i
!7
Iv
5
L
0
F
6K
on

UA
IC
1
12
me
0
ti
71
X
0I
A
\\v V
-j
v\
STIR #1 C-GI
TOP EL=247.5
W
w MR INV EL=241.2
VOI R vv E-VH
w 0 N =M.5
STIR E-G z
TOP EL=266.25
INV EL 253.47j X
0000
\ "InINE
LBYD, Inc.
Chill and Structural Engineer;
716 South 30th Street
Birmin ham' AL 35233
Main 1205�251-4500
rd Fax [phone]
LBNM PROJECT NO.
(D COVFW 2012 102-12-040
These drams and design intent are the sole property of
Offl, Inc. which may not be reproduced ihout written pffrusson
STORM DRAINAGE LEGEND
5
SWCI SINGLE WING CURB INLET
FT — Eli GI GRATE INLET - SQUARE
sr STMH STORM MANHOLE
SPHIN SLOPE PAVED HEADWALL
F-1 OCS OUTLET CONTROL STRUCTURE
TRENCH DRAIN
CLASS B RIP RAP IN FOREBAY
STORM PIPE DESIGNATION
STORM STRUCTURE DESIGNATION
SEE SHEET C-200 FOR STORM PROFILES
SPECIAL NOTES:
1. REFER TO SHEETS G-003 AND G-004 FOR
APPLICABLE GENERAL NOTES.
1V2 9-/2613 :2 M
C--11 7 12/11 to
Ld
t-
SPECIAL NOTES: 3:
1 SEE SHEETS G-003 TO G-004 FOR APPLICABLE 0
F--
GENERAL NOTES. C/)
0
Z
0
(06 C)
z
0
I I I 1 0
0 15 30 60 of
SCALE V= 30' LLI
US Army Corps
of Engineers
Wilmington District
111111
CA
SEAL
M ** CID
nu1N
C .
z
0
W.
5)
z a
O
Z
L)
z
0
w
0-
N
6
w
<w
0
>M
F- z
0,
03
a
LU
aLU
w
z
Go
2 ,
0)
LU
OM
133
w
VG
03
ILL
L)
Cr
rn
CID
LWLJ
W
LLI Z
Z LLJ Z
LL 0
0
Z 0 t—
Cr)
LLJ U) z
<
(L
< 0L)
Uj
<
z
0
z X
Z N <
LU
t— LL F—
00 w
04
<
<
z P 0
Cq Z
z
LU
L:)
<z0
zz
w
<
0 (L <
w
F-
0 0
(.) ILL
ILL
0
U)
PLATE
REFERENCE
NUMBER
C. 117
SHEET 24
1
OA,
�3
11!
P
R
F1

3
5
C
A B C D E F G H
LBYD, Inc.
Civil and Structural Engineers
716 South 30th Street
r
Birmingham, AL 35233
-- Alain 205 251-4500
Fox �205) 488-0226
TEMPORARY �� PROJECT NO.
\ - DIVERSION (DB,Y� 102-12-040
DITCH 26 These drawings and design intent a2 the sole property of
LBYD, Inc which may nat be reproduced wit houf writer, permission
C4
KEY MAP
CD �� 1
LuW-------
LU
LU
TEMPORARY � T \ W
DIVERSION P0'..p r-)1 ?
DIRT ROAD, '� �RE�'
I
i
t
— 1
cs
/ TOPSOIL
STOCKPILE
� I LOCATIONPORARY
/ C7504 TS - T DMVERSION
r
SF � M - � � � V � � � � DITCH 2A
DC
\
TS
r
M
- � DC � A
r' TEMPORARY
CONSTRUCTION — — -
FENCE '
� f
/ TS
i
j
i TEMPORARY
DC
SKIMMER BASIN # 1
TS
C 503 SKIMMER
M
DC \ RECP
\ l
POROUS BAFFLE (TYP.)
-- MAT71-INE (SEE SHEET C-119) y
`-7
5
\ / 2 �t
' / o
�r I
li. 1
-A
U V
I
1�
f \ \
� \ 1
� \ I
I t
z
O
U
z
O
U
O
1L
0
w
rn
a
W
w
SPECIAL NOTES: z
TEMPORARY \ 1. REFER TO SHEETS G-003 AND G-004 FOR APPLICABLE
CONSTRUCTION \ GENERAL NOTES.
FENCE \ \\ 2. REFER TO SHEETS C-119 TO C-121 FOR ADDITIONAL PHASE 1
I EROSION CONTROL PLANS.
r` 3. REFER TO SHEETS C-122 TO C-125 FOR PHASE 2 EROSION
��. CONTROL PLANS.
4. ROCK CHECK DAMS TO REMAIN IN PLACE AFTER DIVERSION
�
DITCHES ARE CONVERTED TO GRASS SWALES. REMOVE AT
` COMPLETION OF CONSTRUCTION PRIOR TO LEAVING THE SITE.
SKIMMER BASIN #1 �, Up
TEMPORARY OUTLET
DISSIPATOR
IM
i
r �
i
O
O
TREE z
PROTECTION
AREA z
ek
O
`0 15 30 60
SCALE r=30' w
US Army Corps
of Engineers
Wilmington District
\\U\YsppI II II❑rrlMimi
p/p/
CA ROB
�F�;•FEs§io•..•%:;
a SEAL
A D
�rrrgrquuuNY�s3/ /
d
z
o
ui
0
a
$
ZA
V
G R
4
r
>
0.
r w
up
f
N
Z N
H$
O "^'
a)
U
U
w
Q
dow
p
U
y 0
U e
F 2
m
dooQ
a
w
y
w�
kiQf3
w�
Z
Z
w
'7$
! �r%
NN
U
COIxU
CD
o LU
�-
LU Z
L
Z w Z
U
O
Z LL
c�
>a-
J
IX o
�
z
J
g
z
a
0 p
Q
Z
U
�
C-4
w
mo/
}
z
I i-
N�
0
Q
V
pNZ
�—
UZo
0
w
CL9
Q
w
o
U-
HLL
PLATE
REFERENCE
NUMBER
C-118
SHEET 25 1
1
2
51
Ell
5
r
L
W
L)
C D
E
F
G I H

0
L
N
LC
G
I
1
t
t� 1
f
i
{f It
Jr
L
{ r,
/ rrti
LMI IJUVVIV MRLMTS
` l
r
��1r - r�
/ - TS��� t� �� C�f�
TEMPORARY M rr 1; U t �RE �r ,r M \ � t
__ 1 r to �' DC �t
CONSTRUCTION DC
`` FENCE, un rx s {a { %h}� t POROUS
_ __.._.__.__.—
BAFFLE (TYP.) \
CD CD Cp CD CD
l
LBYD, Inc.
pull and Strimiural Engineers
716 South 30th Street
rd Ell In ham, AL 35233
Main 205 251-4500
Fox 205� 488-0226
LBYD PROJECT NO.
© copyneni 2012 102-12-040
These drawn and design intent are the sale property of
M, Ire. AACAI may not be reproduced without written PeResion
KEY MAP
FENCE EROSION CONTROL LEGEND
4 �
TEMPORARY SKIMMER
\ Q TSB SEDIMENT BASIN E
EMERGENCY SPILLWAY TEMPORARY SEEDING f
F ARMORED WITH RIP RAP C
AND FILTER FABRIC
MULCHING (C
t� DvC DUST CONTROL (-
' C
/ SKIMMER BASIN #1 ROCK CHECK DAM
CD MAX SPACING'
-- TEMPORARY OUTLET 75
(C
DISSIPATOR /
` 7 DAY STABILIZATION (C
� tf
t SF— TEMPORARY SILT FENCE
I ! \ TREE
PROTECTION
AREAi
I
I MW
Tp— TEMPORARY TREE
PROTECTION FENCE C
SFITP— COMB. SILTITREE
PROTECTION FENCE /C
-•-•-•-•-•- POROUS BAFFLES (�
i�
I — LIMITS OF CONSTRUCTION
�•. TEMPORARY DIVERSION DITCH 1
C-50
RECP ROLLED EROSION 2
CONTROL PRODUCT C-501
TEMPORARY CONSTRUCTION 2
ENTRANCE C500
Z
O
t—
U
oC
F-
U)
z
O
U
tY
O
LL
0
W
to
W
J
W
t`
O
Z
c -y19 I'�1�/zolz
SPECIAL NOTES:
U)
1. REFER TO SHEETS G-003 AND G-004
Q
FOR APPLICABLE GENERAL NOTES.
2. REFER TO SHEETS C-118, C-120, AND
C-121 FOR ADDITIONAL PHASE 1
M
EROSION CONTROL PLANS.
3. REFER TO SHEETS C-122 TO C-125 FOR
PHASE 2 EROSION CONTROL PLANS.
Q
4. ROCK CHECK DAMS TO REMAIN IN
PLACE AFTER DIVERSION DITCHES ARE
CONVERTED TO GRASS SWALES.
Of
p
REMOVE AT COMPLETION OF
~
to
CONSTRUCTION PRIOR TO LEAVING
o
THE SITE.
zz
J
O
IY
z
O
U
z
O
o
I
0 15 30 60
rK
W
SCALE V=30'
US Army Corps
of Engineers
Wilmington District
uunl,
CA
SEAL
M.
nnll
O
Z
O
1$Q�� �'. w
:,O
ui
Q _N
Io
N
Q
U 1K
d
5
z
o
,
o. 8
0
Uj
z,:r$
w
a'
W
m
o�+
No
U 3
m
� Z
a¢
in
z
I La
w
Z
m
o
wN
l—
U
�n K U
N
owe
--
z
—
o c_n
LU z
s
Z w Z
OLL0
U
¢
� (L
J
Q O
g
Z
a
LL
c� O
0
z
Z�U
W
}x
Z
W
LL
N
0
Q
1
poZ
Z
.-
►_W
UZO
O
jaM
O
Q
wa
W
Ov OLL
W
LL
0
PLATE
REFERENCE
NUMBER
C-119
1
2
3
0
5
Xj
A I B I C I D I E
F
r
w
i

0
C
I
F
W
1
; TEMPORARY
dr t •�-•
i kkmz
LBYD, Inc.
Clvll and Sh Aral Englneere
716 South 30th Street
Birmin go ham, AL 35233
Main 205 251-4500
Fax [phone]
LBYD PROJECT NO.
© copyngM =2 102-12-040
`hese dewinas aid design Intent are the sole properly of
LBYD, Inc which may not he reproduced eiihout wrtden permssmn
KEY MAP
EROSION
CONTROL LEGEND
Q SB
TEMPORARY SKIMMER
SEDIMENT BASIN C 50
TS
TEMPORARY SEEDING C-503
li v
MULCHING C-503
DC
DUST CONTROL 1
C-503
CD
ROCK CHECK DAM 4
(75' MAX SPACING) C-500
7 DAY STABILIZATION 1
C�-503
SF—
TEMPORARY SILT FENCE( _
—•—•—•—•—•—•—•— POROUS BAFFLES
. . � . I . LIMITS OF CONSTRUCTION
� +on � TEMPORARY DIVERSION DITCH t
RECP ROLLED EROSION CONTROLPRODUCT
SPECIAL NOTES:
1. REFER TO SHEETS G-003 AND G-004 FOR APPLICABLE
GENERAL NOTES.
2. REFER TO SHEETS C-118, C-119, AND C-121 FOR
z
O_
U
F-
z
O
U
Ir
O
U.
0
W
w
a
W
-1
W
t—
O
z
ADDITIONAL PHASE 1 EROSION CONTROL PLANS.
1n
3. REFER TO SHEETS C-122 TO C-125 FOR PHASE 2
EROSION CONTROL PLANS.
4. ROCK CHECK DAMS TO REMAIN IN PLACE AFTER
m
DIVERSION DITCHES ARE CONVERTED TO GRASS
7)
SWALES. REMOVE AT COMPLETION OF CONSTRUCTION
C/)
PRIOR TO LEAVING THE SITE.
w
s�,'l�ic�i.�w�7e.,-�3o tot
d
-w)
C-12a
Q
0
t/z&ftol3 to
0
12/13/2wlz z
J
y, t Y •
y4
e
t try
US Army Corps -
of Engineers
Wilmington District
SEAL
0
Z
w
o�o
iw
o-
F'',y
c
><
U 1 0
d0
a$
¢eon
V! :
1
N It
U 1U
ILI
J
U w
m
5yi
~O
Z
m
o
0 n
as
o
W w
oe
m
5�
Lii
O�
N Ill tlf IN
F-
L)
+�
o U
r0
N
pW�
�-
�zrn
-
J U p
L
zWz
zp�
c�
LU
Q
�(�
QSJS
O S
MOON
g
LL Z
a
z O
O
U
z <
W
}x
z
of
� U-
O
Q
Z
r
Q N
C
z
z
va¢
0
w
m
O
=
a o
�
W
a.
cU LL
W
LL
C
PLATE
REFERENCE
NUMBER
C-120
L SHEET 27
u
3
BER
5
A
E
F
G
T
l

;;
r

r

}
i
=
250 a
U
O
LO 250
N
!Z
N
co
<n
N',
O
N:. +
J
O
J O
LU
~
240 g
0
0 240
Cl)
230
230
Ii
220
220
230
Liu
7
�'
Q
—
m N
.
041
oo �,
m .. -
Y
m
� m
�-
STORM LINE A l
¢:
h
oo.
r
�mc�
�m
_
�mc0
; ,.
'
=3
57.29LF-24"
z''
o
z
.O=zz
oz
oZZ
Oz . .
.
RCPCLIII
(
i
—� 210
220 �,
o `� eo
eo 'o
eo
ao 220
a)210
@3.50%
NI
N
O,
_ .
CN7MM
.
l��
��o
�uCD
MU
NN
N
N
N
N
N ,
N N N
N N
, N N N
._.
W
W
W.
.... .. W W W
.W LJ
.. _W W W ..
yjlj
_.V
z
z
z_r
z z z
z z
z z
200
200
210
— — —
210
0+00
0+6657
0+00
0+50 1+00
1+50 2+00 2+50
3+00 3+50 4+00 4+50 5+00
5+50 6+00 6+50
7+00 7+50 8+00 8+50 8+97
1 In1F=
a
LINE B
290
C9
m OO,
280
N N'
¢ a'
1— Or-
cn P-
270
250
O ? Z
240 —
U rf co
N N N'.__.
J J J
Z z z
230
0+00
ro
N
J
W
•a
LBYD, Inc.
CMI and Shuelurld inwn
716 South 30th trust
Birmin ham, AL 35233
Main 205 251-4500
Fax [phone]
LBYD PROJECT NO.
cop,rVi� 102-12-040
mese amorous and design intent are the sole property of
LN, inc. which may not be reproduced without written permission
2 �
U
N � o
m CO v
260 � �---r+ J
w
260
�v -o
N'
t J* r �
240 240
230 )STORM LINE G
34.63 LF - 24"
230RCP (CL III)
@ 5.00%
CELI
D w
H O
250 250
i
i
e-
{
v
z z_p
OO
0
220
`� o `'
rLID220
M
M
ce)
M �
J
J J J
w
LU LU LU
»>
z
zzz
z
210
T
: 210
0+00 0+35
LINE C
270
SwCsi3oto� I12ifttL3
}r, I�I2/20,Z
zso
SPECIAL NOTES:
1. ALL UTILITY CROSSINGS
250 SHOWN ARE APPROXIMATE
AND FOR REFERENCE ONLY.
240
W SCALE.
Z 1"=50' HORIZONTAL
230 1'=10' VERTICAL
HGL
EXISTING GRADE
1+50 1+77 PROPOSED GRADE
STORM SEWER
H
z
O
F-
U
H
U)
z
O
U
O
U.
0
W
N
a
W
J
W
H
O
z
1n
J
m
D
in
Of
w
Q
tr
O
1—
(n
0
z
a
J
O
US Army Corps
of Engineers
Wilmington District
1575,
CA,
:SS,
SEAL
p8
Z
.0
ui
F N
D R
O &3
F
J
Z'F
d o
O
N
U ij'w U
lu
luW
m
Y
�o
y F
z
m
U S
y
00
O
J(LLU
w
0
� �Z
0
M
W
NN
no
=)a J_ '
� :<
ry
CO Fw,
LL
N
H
N
y
LU
N
pW�
-+
•—
W Z 0
L
Z LU Z
0 u—
U
z0�
Q
Yak
m ix
-as
a°�
rn
V9
=i
Q Z
Z
LL
Z OJ
Z N U
_J
t- LL I-
LL
O
z r 0
OoZ
a
� 0
U Z CO
zagLL
O
m
of
UOLL
LL
O
to
PLATE
REFERENCE
NUMBER
C-200
SHEET 40
■R
■©
■E]
■©
■V

A B C D E
' r <
if
28
r,
t r ,
r ri
-BLDG X-4890
i i%, / / !
if
r� l l
COMMUNICATION
f TRAINING FACILITY
— r
r / r
1� 18" ROOF DRAIN
1 INV = 270.28 4" CLEANOUT (TYP.) TOP SHALL
, ) BE 4" ABOVE BOTTOM OF BASIN.
TOTAL CLEANOUTS 4
if
�
1
�
I�'
2 _ /�--—-----10
f FOREBTO AP I I
WITH
\
RIP-
�� �,
WITH CLASSLASS "B"
v -
��` — —
/ 3:1 SIDE �' ;` / fx� r rev - - - - N, \
SLOPES
97A 1- CIO
Do
z r
\ u
l
FF=276.00
F
O
j
I I I
o o v ---- L-10
_.. _.
/
____
f
- _
_
OVERFLOW STRUCTURE 5B
RIM = 272.10
3
Iv
f1
A
cej
r
I,y,
Al ENLARGED PLAN VIEW
C 400 1 "=20' I
0 10 20 40
SCALE 1'=20'
SECTION VIEW
1 "=10" H 1 "=2' V
4" SOLID WALL SCH 40 PVC
CLEANOUT RAISE TO 4"
ELEV = 271.10 ABOVE FINISH GRADE
INSTALL 12" Th. CLASS B RIP RAP. IN
FOREBAY. INSTALL WOVEN FILTER FABRIC
BENEATH RIP -RAP
BOTTOM STONE = 267.85 -/ 25; 8"
SEASONAL HIGH WATER TABLE (SHWT)
2'
I I I I
0' 0 5 10 20
V: 1"=2'-0" H: SCALEI'=10'
5:1 SIDE
SLOPE r
- INV. OUT = 266.38
r
1
6" PERFORATED PVC UNDERDRAINS.
SLOPE @ 0.00% TYP.
SEE SOIL MEDIA NOTES
ELEV = 271.10 FOR SOD REQUIREMENTS.
ELEV= 271.10
SOIL MEDIA ( SEE NOTES)
3" WASHED SAND
(ASTM C33)
SHWT ELEV. = 265.70
SHWT =10'+ BELOW EG
NON -WOVEN FILTER FABRIC `,�
3" WASHED #57 STONE ABOVE
AND ON EACH SIDE OF PIPE
6" SCH 40 PERFORATED PVC PIPE
SLOPE = 0.00% MIN
PERFORATIONS SHALL BE 3/8" DIA. @
6" ON CENTER, MIN 4 HOLES PER ROW
TOP ELEVATION = 274.00
OVER FLOW STRUCTURE -
RIM= 272.10
MAX PONDING
W
0 0
�z
J J.
00
LU BOTTOM
`n STONE = 267.85
MAKE CONNECTION WITH
LATERALS WITH 450 BEND
OR WYE CONNECTION,TYP
INV= 267.85
FILL VOIDS AROUND
UNDERDRAIN WITH
NON -SHRINK GROUT
i+>
18" RCP OUTLET
INV OUT = 266.3E
0
�..._.�--
H
LBYD, Inc.
Civil and Structural Engineers
716 South 30th Street
Birmin rm ham, AL 35233
Main 205 251-4500
Fax [phone]
LBYD PROJECT NO.
©aopflw2= 102-12-040
These drawingqs and design intent are the sole property. of
IBTD, Inc. ■hicA may not he reproduced without written perowsian
SOIL MEDIA NOTES
MIX DESIGN
85% SAND (USDA CLASSIFICATION)
10% FINES (SILT & CLAD
5% ORGANIC (PEAT MOSS)
ADDITIONAL CRITERIA
A. SOIL SHALL BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS OR
OTHER SIMILAR MATERIAL > 2"
B. MIXTURE SHALL BE HOMOGENOUS WITH THE ABOVE MIXTURE
PERCENTAGES.
C. P-INDEX SHOULD BE BETWEEN 10-30.
D. INFILTRATION RATE SHALL BE 1-2 IN/HR.
E. SOIL pH RANGE 7-8.
F. SODDING MATERIAL MUST COME FROM A NO CLAY FARM. ANY TOPSOIL
ATTACHED TO SOD PATCHES MUST INFILTRATE AT 1-2 INIHR. COMPLETE
BIO-RETENTION POND SHALL BE SODDED.
"SOIL MEDIA SHALL BE SENT TO NORTH CAROLINA DEPT. OF AGRICULTURE
(NCDA) TO BE ANALYZED FOR COMPLIANCE.
BIO RETENTION AREA NO. 1
DRAINAGE AREA =1.27 AC
WQv REQUIRED = 2,028 CF
MAX WQv DEPTH ALLOWABLE=12INCHES
WQv DEPTH PROVIDED =12 INCHES
MAX PONDING = 272.10
BOTTOM BASIN = 271.10
BOTTOM MEDIA =268.85 �J413oioqL 1/zs/zo3
BOTTOM STONE = 267.85 %n
C-�f0a 12/Ia/Z012
SHWT DEPTH =10 FEET
SHWT ELEVATION* = 265.70
SEPARATION FROM BOTTOM PROVIDED = 2.15 FEET
* ELEVATION BASED ON LOCATION OF SHWT TEST
z
O
U
z
O
U
Ix
O
U.
0
w
rn
w
J
w
H
O
z
—J
m
In
w
Q
0
1—
Cn
0
z
Q
J
0
I—
z
O
U
z
0
0
D_
w
US Army Corps
of Engineers
Wilmington District
ulim
CA
,5 S,
SEAL
M.
C5
Z
U"
w
U
O
w
F N
z�
U
z
U
a
o R
Q 'i
U 11
�
U tpY
Lu
F
O
0 N
J
T.
G 'r'
N �'
U �'
U
w
J
v w
no
U
H
F z
m
co
Jae
Lu
o
w
z0z7
co
kya
�Z
zcla
Uv
LL
Lm
fa n
O y
U)
H
En
U
swF-
it ? co
w 0 5
L
Z W Z
U
t7LL0
`
¢
>_��
Qo
ui
r'
CO
Z
J
O
< Z
F-
0
W
Z
Z N U
(�
}F
LL
O
Q
Zr,0
Z
Q
W
� co
Q
H
za<
w
� m
I—
r
O
0 p
O0
m
LL
JILL
0
U
PLATE
REFERENCE
NUMBER
C-400
SHEET 41
ON
■r1j
■P
on
A B C D
E
F
G
H

A B C D E F G
a
► t
► ti l i
1
tt
l
OVERFLOW STRUCTURE 4B
►` tRIM = 265.50
V I ► INV. IN = 257.17 , f"
�► ► ► ► 3:1 SIDE SLOPE INV. OUT = 257.17 j
► +,.-- —INV 263.00 �
< I 1,
T ^
s � t #f ► �� I j s -r 5 S '�' F r tir � I . � .- i F �,i r "
C I ► ► ► ► FOREBAY TO BE LINED
_ I
2 ► ► WITH CLASS „B„
► ► RIP -RAP-
\ — — — — — — —
- ► ► ► ► IZ , _ ---- -- , -� ---� - - - _-
- �r
' {{ ► � 3:1 SIDE SLOPE
I -
1 ^ ` vim}_ _{}' •- - �� � � t r--'`-"" `----,. -
ff
C
� ► = 4" CLEANOUT (TYP.) TOP SHALL
-. ► ► ► - BE 4" ABOVE BOTTOM OF BASIN.
I
�t � ► �TOTAL CLEANOUTS 7 PERFORATED PVC r � 6
'� z I I ► . _ __=_ UNDERDRAINS. SLOPE r
► ►
` ,/
z
3:1 SIDE SLOPE � � ��
,r ;
- � _► ► ,
;A �� _ _ �� ► TREE
J
E J, I
PROTECTION
s
✓ AREA
61 ENLARGED PLAN VIEW -
C 401 1"=20' - ;
' ' r
0 10 20 40
SCALE I'=20'
El
9
ELEV = 264.00
INSTALL 12" Th. CLASS B RIP RAP. IN
FOREBAY. INSTALL WOVEN FILTER
FABRIC BENEATH RIP -RAP
SECTION VIEW
1"=10" H 1"=2' V
A B
4" SOLID WALL SCH 40 PVC
CLEANOUT RAISE TO 4"
ABOVE FINISH GRADE
1
BOTTOM STONE = 261.25
2`
0' 0 5 10 20
V: 1" = 2'-0" H: SCALE I'=10'
SEE SOIL MEDIA NOTES
FOR SOD REQUIREMENTS.
ELEV = 264.50
ELEV= 264.51
SOIL MEDIA ( SEE NOTES)
3" WASHED SAND
(ASTM C33)
C I D
NON -WOVEN FILTER FABRIC
3" WASHED #57 STONE ABOVE
AND ON EACH SIDE OF PIPE
6" SCH 40 PERFORATED PVC PIPE
SLOPE = 0.20% MIN
PERFORATIONS SHALL BE 3/8" DIA. @
6" ON CENTER, MIN 4 HOLES PER ROW
OVER FLOW STRUCTURE
RIM= 265.50
MAX PONDING
MAKE CONNECTION WITH
LATERALS WITH 450 BEND
OR WYE CONNECTION,TYP
INV= 261.00 '
FILL VOIDS AROUND
UNDERDRAIN WITH
NON -SHRINK GROUT
E � F
TOP ELEVATION = 267.50
18" RCP OUTLET
INV OUT = 257.17
&I
1
W
LBYD, Inc.
Civil and Structural Engineers
716 South 30th Street
t Birmin ham, AL 35233
Main 205 251-4500
Fax [phone]
LBYD PROJECT NO.
pc copyrW2012 102-12-040
These drawings and design intent are the sole property of
011, Inc. which may not he reproduced without nillen permission
SOIL MEDIA NOTES
MIX DESIGN
85% SAND (USDA CLASSIFICATION)
10% FINES (SILT & CLAY)
5% ORGANIC (PEAT MOSS)
ADDITIONAL CRITERIA
A. SOIL SHALL BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS OR
OTHER SIMILAR MATERIAL > 2"
B. MIXTURE SHALL BE HOMOGENOUS WITH THE ABOVE MIXTURE
PERCENTAGES.
C. P-INDEX SHOULD BE BETWEEN 10-30.
D. INIFILTRATION RATE SHALL BE 1-2 IN/HR.
E. SOIL pH RANGE 7-8.
F. SODDING MATERIAL MUST COME FROM A NO CLAY FARM. ANY TOPSOIL
ATTACHED TO SOD PATCHES MUST INFILTRATE AT 1-2 INMR. COMPLETE
BIG -RETENTION POND SHALL BE SODDED.
"SOIL MEDIA SHALL BE SENT TO NORTH CAROLINA DEPT. OF AGRICULTURE
(NCDA) TO BE ANALYZED FOR COMPLIANCE.
BIO RETENTION AREA NO.2
DRAINAGE AREA = 2.17 AC
WQv REQUIRED = 4,568 CF
MAX WQv DEPTH ALLOWABLE =12 INCHES
WQv DEPTH PROVIDED =12 INCHES
MAX PONDING = 265.50
BOTTOM BASIN = 264.50
BOTTOM MEDIA =260 to y 3
BOTTOM STONE = 261.1,00
SHWT DEPTH = 6 FEET
SHWT ELEVATION' = 259.00
SEPARATION FROM BOTTOM PROVIDED = 2 FEET
w ELEVATION BASED ON LOCATION OF SHWT TEST
H
z
O
U
z
0
IX
O
U.
C
W
W
J
W
rr
O
z
Cn
_d
m
to
LJ
Q
Of
0
0
0
z
Q
J
0
of
z
0
U
z
0
Cn
0
D-
W
US Army Corps -
of Engineers
Wilmington District
SEAL
•.OV
mrN1�3/<'
o
z
dgg
w
o
w
p$
g
F R
U
t
o
ww
r�
uI
a�
w
ao
LL1
r�
0 =
�K
yi
ZU«
�.
r ,
U -^-
U H
CO 0
U
ro
~ Z
2
ro
1L
w
2
Z5?m
F_
U
+—
U) w U
(D
owm
� 9 U)
—
Uj
L
Z LU Z
U
zp0
`
LU 0
Q
twm
SSJ
Q O S
r7416—
Z
J
O
LL Z
z 0
W
Z N U
F}F
LL
p
m
LL,
z�0
Z
Q
W
O
CD
UZD
i
Q
W
zagLL
� m
r
e
0
0 p
m
U LL
J
0
>
U
PLATE
REFERENCE
NUMBER
C-401
L SHEET 42
M©
■IK
.EH
9
on

12
5
7 0
- ----------
----------
iiiior,-
1,140 1
T
_�7
'J
SPHW-1 E
CLEANOUT (TYP.) TOP SHALL
7\
245.50
4
INV
I top 7 f BE 4" ABOVE BOTTOM OF BASIN.
5 TOTAL CLEANOUTS
10
Nel
4,
%'A'
X, 11111110"'
1L
3-1 SIDE - — — — - — — — — -
IL --- �
SLOPE
' Nil
...... OVERFLOW STRUCTURE 1 C
A 1 1 RIM 246.00
L
"'a 1�"; - _ I/
i INV. OUT = 241.23
111=20'
SECTION VIEW
1"=10"H 1"=2'V
B
-A
FOREBAY TO BE LINED
WITH 3:1 E
"B" D v
CLASS
RIP -RAP
SLOPE
10\
4" SOLID WALL SCH 40 PVC
CLEANOUT RAISE TO 4"
ABOVE FINISH GRADE
ELEV = 247.00
INSTALL 12"Th. CLASS B RIP RAP. IN
FOREBAY. INSTALL WOVEN FILTER
FABRIC BENEATH RIP -RAP
BOTTOM STONE = 243.75 -1 771.4"
SEASONAL HIGH WATER TABLE (SHWT)
2'
U 0 5 10 20
V: 1 " = 2'-0" H: scALuzio,
TOP ELEVATION = 250.00
OVER FLOW STRUCTURE
RIM= 248.00
SEE SOIL MEDIA NOTES
ELEV = 247.00 FOR SOD REQUIREMENTS.
MAX PONDING—
SOIL MEDIA (SEE NOTES)
LU
0
Z-r
_j
0
CO
LU
LU BOTTOM
CO STONE = 243.48
3"WASHED SAND NON -WOVEN FILTER FAB/kfd �/"
(ASTIM C33) 3" WASHED #57 STONE ABOVE
AND ON EACH SIDE OF PIPE
SHWT ELEV. = 237.30 6" SCH 40 PERFORATED
SHWT = 7.5'+ BELOW EG PVC PIPE MAKE CONNECTION -
SLOPE = 0.50% MIN WITH LATERALS WITH
PERFORATIONS SHALL 450 BEND OR WYE
BE 3/8' DIA. @ 6' ON CONNECTION,TYP
CENTER, MIN 4 HOLES
PER ROW
11
CIO
24" RCP OUTLET
INV OUT = 241.23
INV= 243.48
FILL VOIDS AROUND
UNDERDRAIN WITH
NON -SHRINK GROUT
LBYD, Inc.
biCMI and Structural Engineers
716 South 30th Street
Birmin ham, AL 35233
Main 205 251-4500
Fax [phone]
LBY0 PROJECT NO.
Q coPyrW =2 102-12-040
These drawings andnot intent are the sole property of
Inc. c which may e reproduced without vniften peanewn
SOIL MEDIA NOTES I
MIX DESIGN
85% SAND (USDA CLASSIFICATION)
10% FINES (SILT & CLAY)
5% ORGANIC (PEAT MOSS)
ADDITIONAL CRITERIA
A. SOIL SHALL BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS OR
OTHER SIMILAR MATERIAL > 2'
B. MIXTURE SHALL BE HOMOGENOUS WITH THE ABOVE MIXTURE
PERCENTAGES.
C. P-INDEX SHOULD BE BETWEEN 10-30.
D. INFILTRATION RATE SHALL BE 1.2 IN/HR.
E. SOIL pH RANGE 7-8.
F. SODDING MATERIAL MUST COME FROM A NO CLAY FARM. ANY TOPSOIL
ATTACHED TO SOD PATCHES MUST INFILTRATE AT 1.2 IN/HR. COMPLETE
BIO-RETENTION POND SHALL BE SODDED.
"SOIL MEDIA SHALL BE SENT TO NORTH CAROLINA DEPT. OF AGRICULTURE
(NCDA) TO BE ANALYZED FOR COMPLIANCE.
BIO RETENTION AREA NO. 3
DRAINAGE AREA = 2.34 AC
WQv REQUIRED = 3,530 CF
MAX WQv DEPTH ALLOWABLE = 12 INCHES
WQv DEPTH PROVIDED = 12 INCHES
MAX PONDING = 248.00
BOTTOM BASIN = 247.00 5 W6 1 to
BOTTOM MEDIA = 244.75
BOTTOM STONE = 243.75 C
SHWT DEPTH = 7.5 FEET
SHWT ELEVATION* = 237.30
SEPARATION FROM BOTTOM PROVIDED = 6.45 FEET
* ELEVATION BASED ON LOCATION OF SHWT TEST
co
_j
M
D
Cf)
0
0
lh�
0
0
Fn
0
of
Ld
US Army Corps
of Engineers
Wilmington District
SEAL
b
Z
zo
w .
0
UZ
7
0t3
(L 2
124
:5 ic
0 !2
Z?
0
w
No
Dy
Z
00
03
0
0
(L
0
w
w
ro
�8
z
0
03
N
a=
V5
LU
Q
co
Do
co
Iw
U)
Cl)
U) i__
U) 6:
W
W
K Cn
0 5
z
z W0
LL 0
0
U) z
CL
a: 0SJS
<
Cd
z
­911
0
<
< Z
LL
0 0
0
w
K it
Z <
C/)
R �! 0
z
>� T_
LL �-
0
0
Lr
04
z P 0
C%4 Z
Z
W
0 -
co 0
W
z 0
IL <
w
z
0
0 0
M
UU_
U_
0
>
U)
0
J
PLATE
REFERENCE
NUMBER
C-402
■©
■©
EV
ER
on
0
A
IC

F � G
1
2
3
12
X
A
B
C
D
E
r
I
1 -
LT)" ��� INV. = 226.00
v
- t
; � J
X ,0111110
�J
Iwoerr /� _. Y
� 1 i
f \S
�
_/ y
i � !► r" 7�,
r
- OUTLET CONTROL S
T
� � ,, � r �' r 1. �;'-/ .- ,/ � RUCTURE 2A
-�=-=- - - RIM=233.00
�- f
, r�r�r�-1'�- � ,� _ ; ' �� INV. IN = 228.00
r
Ark+
l�/
I
y ^'" /SS j �'• -; %`_ _._- i �_._. _. _ '-` '"....�.� ... � ~ '\ \ „�.Y�u- 1 +y..r ems° .,rr a'.4m' � � i � i I —
r
E
�c 4 I \
:,,
r
,� X
1 r _
i � .:;t�'. _.'•. ', � .-..._. �,._. � ``, t s, 'a ',., �`' i S, „'y ? �, X" jr� `r.,V � X i i., � j ( t t
a ' I
i
"�.'"
{
j
`'4 . 'y :.e
i
i
<� E t 1 - 'i I 1 # {m. �---�- - --�i ttt i i�= 'j , i I '�•,
rX SPHW-1B „ sL r;MS n" I
x?
\ t INV 228.00
1
y� I !
C— •— — — — — — — — —7 —
7` 1'
J J
„
FOREBAY TO BE LINED f
- v- WITH CLASS "BUS
"
�, r ;RIP -RAP /
"3:1 SIDE -
SLOPE
D1 loo
ENLARGED PLAN VIEW
0 10 20 40
SCALE I'=20' {
3
8' WIDE BERM
BERM ELEV= 236.00
— — — — — —� —..—.—.—....... ...... ...... ...... ...... ...... ...... ...... —.——.—.—.
\ \ EMERGE34.00
NCY
\ SPILLY
\ ELEV i 100 YR WSE = 233.34—
----------------— — — — — — — — — — — — — — —
25 YR WSE = 232.18 —
---------------------------------------------—----------------
10 YR 31.57— ---
/ \\\/i
---------- �r
------------------------ ---------------------------------
�� 3 RISER IN 3
v`i 1 FOREGROUND
----------------- �2YRWSE =230.37-------
1 YR WSE = 229.38
SEDIMENT CLEANOUT ELEVATION = 228.50
DRY POND BOTTOM 228.00
SEE NOTES FOR COMPACTION
Z, REQUIREMENTS '*
SECTION VIEW
1"=10" H 1 "=2' V
1'
I I I I
0' 0 5 10 20
SCALE 1'=10'
LBYD, Inc.
Civil and Structural Enginewn
716 South 30th Street
29 Birmin ham, AL 35233
Main 205 251-4500
Fax 205) 4M-0226
PROJECT NO.
oCYD 102-12-040
These drawings and design intent are the sole property of
IBID, Inc. which may not be reproduced w'Mout written pernssion
NOTE:
SODDING MATERIAL MUST COME FROM A NO CLAY FARM. ANY TOPSOIL
ATTACHED TO SOD PATCHES MUST INFILTRATE AT 1-2 INMR. COMPLETE DRY
DETENTION POND SHALL BE SODDED.
ANTI -VORTEX,
NON -OPEN SIDED
RISER TRASH RACK
100 YR WSE = 233.34
— —
— —
1
-
25 YR WSE = 232.18
— — �— ............
—
_,—. 10YR.WSE=231,57--.
2-12" 0 ORIFICES 24" 0 INNE
�!
KNOCKOUT INV= 230.80
1
. 2 YR WSE = 230.37 —
\
1 YR WSE = 229.38
3" 0 SCH. 80 PVC
INV= 228.00
'a
BOTTOM ELEV= 228.00
DEBRIS CAGE. REFER
j7
TO C-513
X,
\\'
FILL WITH LEAN
\
\
CONCRETE TO INVERT
OF PIPE
El
SEE NOTES FOR COMPACTION
i
i?
REQUIREMENTS
D31 SECTION VIEW
C-404 / 1 "=10" H 1 "=2' V
z
O
U
w
O
TOP OF BERM
U.
o
ELEV= 236.00
w
3
25 LF PERMANENT TURF MATTING
REINFORCED EMERGENCY SPILLWAY
p
ELEV= 234.00
z
/\
REINFORCED CONCRETE
,y STANDARD MANHOLE
CREST ELEV= 257.75
CONCRETE ANTI -SEEP COLLAR.
ii REFER TO DETAIL THIS SHEET
24" RCP CLS IV WITH
0-RING GASKETED
JOINTS (ASTM C4431 UP
US Army Corps
of Engineers
Wilmington District
IIIIIIIII
CA,
S S,
SEAL
M.
U I
0
w
N
Z
0�
g
Fp
>_
Q
G R
N¢
t
U a
b
K
o
a
O
Ui
U
wii
C
J
w
m
U o
rn 0
F
m
rn
a a
o
m4
w
w�
o
w
U
Cn
U
0 Lu
�-
mZw
--
Wo
t
z WZZ
C5LL0
U
`
Q
>a
J
It o�
C6
\ TO OUTLET
J
m
DAYLIGHT
U)
INV= 226.00
= 224.50
*w !a 1 3o 10 tf p2$/LLD13
z
z
STANDARD
a4w&
Q
EXTENDED BASE
3 I �t31�12
J
0
2'
z
O
1'
U
z
0
0'
1n
:1
IN
Z
0
o_ 0
O
Z W
ZNU
t1
z
O
lL
Q
z0
w
F co
UdQ
W
Q
z �
p
� m
o
0 ILL
0
I1
0
PLATE
REFERENCE
NUMBER
C-403
■©
■©
EM
■©
■V
0
.01
F

I_1
191
C
F
H
�3
LI
r
5
M.H. FRAME AND COVER TO
BARRYCRAFT B-1601-D
(OR SIMILAR AND EQUAL)
0
co
w
8" 26" 8"
I
4' MIN. DIA.
NISHED GRADE
GROUT
M.H. STEPS TO BE
BARRYCRAFT B-3650E
(OR APPROVED EQUAL)
PRECAST MANHOLE SECTIONS
TRANSITION SECTION
(WHERE REQUIRED)
MANHOLE BASE TO BE
MONOLITHICALLY CAST
WITH BOTTOM
72" FOR 42" TO 54" DIA. PIPE
60" FOR 30" AND 36" DIA. PIPE
48" FOR 24" AND SMALLER DIA. PIPE
Concrete Storm Manhole
N.T.S.
STORM PIPE
PER PLAN
CO
�O 4" THICK CONCRETE WITH
/ WWF 6" X 6" W2.9 X W2.9
f .
J 4
CUT PIPE FLUSH TO
SURFACE AND GROUT
OO-Z:�
Q�
O
dy
2 Slope Paved Headwall
i-12
-123
N.T.S.
(J
NOTE:
TRENCH DRAIN FRAME AND GRATE SHALL BE NEENAH R-4990-FX OR
SIMILAR AND EQUAL. PROVIDE HEAVY DUTY GRATE FOR LOADING
DOCK AREAS.
3 Trench Drain Detail
C-122
N.T.S.
18"
JOSAM #58490 CLEANOUT C.I.
FERRULE AND BRASS PLUG
�- CONCRETE
4" PVC
4" - 300 PVC BEND
r 4" X D" PVC WYE
IF LINE ENDS AT THIS, ENCASE WYE IN CONCRETE
POINT, A PLUG SHALL BE
INSTALLED IN THE BELL.
5 Typical Cleanout Detail
C-115
N.T.S.
STORM LINE A-1 01
W
r :�el
I I
12" 0 ORIFICE -
EL. = 230.80
tom
54"x54" STEEL BAR BRATING
(MIN 112" THICK) ATTACHED
IN 3" WIDE x%" DEEP NOTCH
AT TOP OF BOX
- 12" 0 ORIFICE
EL. = 230.80
3" ORIFICE
TOP VIEW EL. = 228.00
CONTROL EL=233.00
LBYD, Inc.
Ch11 and Shualural Engineers
716 South 30th Street
I In ham, AL 35233
Main 205 251-4500
Fax 205� 488-0226
LBYD PROJECT N0.
copyright 2012 102-12-040
These drawings and design intent are the sole properly of
LRY, In, winah may net be reprodjoed shout writer penn�ssion
54"x54" STEEL BAR BRATING
(MIN 1/2" THICK) ATTACHED
IN 3" WIDE xY2" DEEP NOTCH
AT TOP OF BOX
CONTROL EL=233.00
i I
i I
8 ' 8. 4'x4' PRE -CAST 8. 4- 1 8
CONCRETE BOX
I I
STORM LINE A-1 I 2 -12" 0 ORIFICES
INV OUT=228.00 I i EL. = 230.80
2 -12 0 ORIFICES
STORM LINE A 1
EL. = 230.80
4 INV OUT=228.00 I
DIRECTION
OF FLOW
�-� POND BOTTOM
3" ORIFICE
EL. = 228.00
CONCRETE
CONCRETE PAVED INVERT
CONTROL STRUCTURE SECTION
SPILLWAY EL.
(SEE PLAN)
SOLID SOD (TYP)
TIE TO BOTTOM OF
EXISTING DITCH OR
DRAINAGE STRUCTURE
TOP OF
BERM WIDTH
i
I �
� 1 �
POND BOTTOM it \ POND BOTTOM
\-
3" ORIFICE
EL. = 228.00
FRONT VIEW
DISCHARGE PIPE
SIZE AND SLOPE PER PLAN
DISCHARGE EL.
(SEE PLAN)
Dry Detention Pond
4 Outlet Control Structure
C-124
N.T.S.
CONTROL
STRUCTURE
z
O
L)
H
rn
z
O
U
a
O
LL
G
W
N
W
J
W
O
z
I
nine
c
C
n
ti
i
J
O
z
JZ jj/u1ry zo
Ln
O
Of
L LI
US Army Corps
of Engineers
Wilmington District
SEAL
nuNl�3/
Z
O
I0
MOON
F N
O�
Zg''U
gg
a
c�i oo
o
S
z
a
�.
J r
O —
' W b;
« r ,
MR
0 111 0
J
U W
0
o
No
m
U S
m
H z
as
o
w
r
w
I—
w:
2
N
m
m
W
IW>1
NN
�
N
�WU
CDW
+
w 2
L
z W z
a LL
U
11-1 U
Q
rag
2 CC J
o�
vi
�
Q l
a a
z
~
W
LL
0 J
z w
w
Q U
Vr
l��
Z
z�0
Uoz
lwc�
o
2 <
z ly
m
0
o
0
U LL
U))
i
J
o
>
rn
0
PLATE
REFERENCE
NUMBER
C-506
SHEET 51
■o
MIN
■IK
0
n
C
D E
F
w
JL