A.07.24_AMD_0002_Drawings.pdf
PDF 22 MB Posted
- Attached to
- Semmes Lake Dam Rebuild Federal contract opportunity
- Solicitation number
- W912HP18R2002
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Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| A.07.24_AMD_0005_18R2002_Semmes.pdf | ||
| A.07.24_AMD_0004_18R2002_Semmes.pdf | ||
| A.07.24_AMD_0003_18R2002_Semmes.pdf | ||
| A.07.24_AMD_0003_Sign-In_Sheet.pdf | ||
| A.07.24_AMD_0003_DRAWINGS.pdf | ||
| A.07.24_AMD_0003_SPECS.pdf | ||
| A.07.24_AMD_0002_8R2002_Semmes.pdf | ||
| A.07.24_AMD_0002_Specs.pdf | ||
| Semmes_Earthwork_CADD_Files.zip | ZIP file | |
| A.07.24_AMD_0001_Drawings_Combined.pdf | ||
| A.07.24_AMD_0001_Specs.pdf | ||
| A.07.24_AMD_0001_18R2002_Semmes.pdf | ||
| A.07.23_Attachment_3_Past_Performance_Questionnaire.pdf | ||
| A.07.23_Attachment_4_Terminated_Projects_List.docx | DOCX document | |
| A.07.23_Attachment_1_Proposal_Data_Sheet.docx | DOCX document | |
| A.07.23_Attachment_2_Descriptive_Summary_Sheet.docx | DOCX document | |
| A.07.23_Solicitation_18R2002_Semmes.docx.pdf | ||
| A.01.18_Dam_ReconstructionSemmes_Lake_Dam_SPECS_18_Dec_17.pdf | ||
| A.01.18_Dam_Reconstruction_Semmes_Lake_Dam_PLANS_18_Dec_17.pdf |
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A B
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CE502
INSTALL DITCH CHECK DAM PER DETAIL
CE502
CE501
CE506
CE504
CE505
SCALE: 1" = 30'
SCALE IN FEET
30 60 9060 30 0
REMAIN A MAXIMUM OF 180 DAYS.
2. EACH TEMPORARY STOCKPILE AREA IN LAKE BED TO
SHEET CE100.
1. FOR SEDIMENT AND EROSION CONTROL NOTES SEE
SHEET NOTES:
KEY NOTES:
INSTALL DOUBLE ROW OF SILT FENCE PER DETAIL
INSTALL CONSTRUCTION ENTRANCE PER DETAIL
PER DETAIL
INSTALL TEMPORARY EARTH BERM / COFFERDAM
CONSTRUCT STOCKPILE AREA PER DETAIL
TREES AND SENSITIVE AREAS PER DETAIL
INSTALL CONSTRUCTION FENCING TO PROTECT
N
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1. FOR SEDIMENT AND EROSION CONTROL NOTES SEE
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3. SOME FEATURES NOT IDENTIFIED, FOR INFO REGARDING
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1. FOR GENERAL NOTES SEE SHEET GI05.
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EXISTING FEATURES ON THIS SHEET, INCLUDING
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2. FOR GRADING NOTES SEE SHEET CG100.
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F E
S C
L U
S A
J
M
IT
C H
E L L
J
M
IT
C H
E L L
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
W
H P
R
D E
C E
M B
E R
.5
H :1
V
2.5H:1V
.5
H :1
V
3H:1V
3H:1V
SEMMES LAKEBED
M A
T C
H L
IN
E S
E E S
H E
E T C
G
W A
R E
H O
U S
E R
O W
W A
R E
H O
U S
E R
O W
SEMMES ROAD
CONSTRUCTION STAGING AREA
CONSTRUCTION STAGING AREA
PARKING AREA
CONTRACTOR
OFFICES
CONTRACTOR
3+00
4+00
5+00
6+00
7+
G
USED
NOT
USED
NOT
USED
NOT
USED
NOT
USED
NOT
USED
NOT
USED
NOT
D
SCALE: 1" = 30'
SCALE IN FEET
30 60 9060 30 0
EXISTING FEATURES ON THIS SHEET, SEE VF107.
3. SOME FEATURES NOT IDENTIFIED, FOR INFO REGARDING
2. FOR GRADING NOTES SEE SHEET CG200.
1. FOR GENERAL NOTES SEE SHEET GI05.
SHEET NOTES:
N
RELOCATED WILDCAT CREEK
TIE IN TO EXIST. WILDCAT CREEK
PROJECT LIMITS - BASE BID
TO BE PROTECTED
CULTURAL RESOURCES AREA
TO BE PROTECTED
CULTURAL RESOURCES AREA
TO BE PROTECTED
CULTURAL RESOURCES AREA
PROJECT LIMITS - BID OPTION 1
TEMPORARY EARTH BERM
CENTERLINE OUTLET WORKS
F J S
D -C
G .d g n
CG207
A R
E A G
IN
T
E R
M E
D
IA
T E E
X C
A V
A T
IO
N P
L A
N
CG204 CG205 CG206
CG207
J
A N
A M
E N
D M
E N
T
A D
D E
D T
E M
P O
R A
R Y E
A R
T H B
E R
M F
IL
E N
A M
E
F J -0
-1
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
F O
R T J
A C
K S
O N S
O U
T H C
A R
O L
IN
A S
E M
M E
S L
A K
E D
A M
D A
M R
E C
O N
S T
R U
C T
IO
N
®of Engineers
US Army Corps
"x
S
IZ
E
C H
A R
L E
S T
O N S
O U
T H C
A R
O L
IN
A
A H
A G
O O
D A
V E
N U
E C
H A
R L E
S T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E
D U
N L
O P
F E
S C
L U
S A
J
M
IT
C H
E L L
J
M
IT
C H
E L L
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
W
H P
R
D E
C E
M B
E R
CONSTRUCTION STAGING AREA
CONSTRUCTION STAGING AREA
CONSTRUCTION STAGING AREA
CONSTRUCTION STAGING AREA
MATCHLINE - SEE SHEET CG205
SEMMES LAKEBED
1+
POB STA. 0+00
N 790,438.26
E 2,017,793.77
2+00
MATCH A.C. PAVEMENT TO EXIST. CURB AND GUTTER
PER DETAIL
INSTALL 5' CONCRETE SIDEWALK
SEMMES ROAD PROFILE
SEMMES ROAD PLAN
PP
PP PP
PP
PP
PP
PP
TC
TC
TC
H2O
PP
PP
CONSTRUCT EDGE OF PAVEMENT PER DETAIL
SAWCUT PAVEMENT TRANSITION PER DETAIL
CONSTRUCT A.C. PAVEMENT PER DETAIL
KEY NOTES:
INSTALL GUARDRAIL PER DETAIL SHEET CP502
2. FOR TYPICAL ROAD SECTIONS SEE SHEETS CP302 & CP303.
1. FOR ROAD CONSTRUCTION NOTES SEE SHEET CP100.
SHEET NOTES:
W
11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50
0% 0%
B V
C S .8
B V
C E .5
P V I S
T A
.0
P V I E
L E
V .5
E V
C S .3
E V
C E .0
0.8%
HP ELEV.: 225.00
HP STA.: 16+36.30
K 150.06
L 122.50'
235235
EXISTING ROAD
PROPOSED ROAD
W
C
W
S S
E
W
D
G
W
CB
CB
CB
F J S
D -C
P .d g n
CP103
(S T
A T
O S
T A
P L
A N A
N D P
R O
F
IL
E S
E M
M E
S R
O A
D
J
A N
A M
E N
D M
E N
T
R
IP
R A
P A
D D
E D S
E E C
S F
O R A
D D
IT
IO
N A
L
IN
F
O R
M A
T
IO
N
K E
Y N
O T
E
D
E T
A
IL
/C
P A
D D
E D
F
IL
E N
A M
E
F J -0
-1
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
F O
R T J
A C
K S
O N S
O U
T H C
A R
O L
IN
A S
E M
M E
S L
A K
E D
A M
D A
M R
E C
O N
S T
R U
C T
IO
N
®of Engineers
US Army Corps
"x
S
IZ
E
C H
A R
L E
S T
O N S
O U
T H C
A R
O L
IN
A
A H
A G
O O
D A
V E
N U
E C
H A
R L E
S T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E
D U
N L
O P
F E
S C
L U
S A
J
M
IT
C H
E L L
J
M
IT
C H
E L L
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
W
H P
R
D E
C E
M B
E R
STANDARD DRAWING # 805-705-00
INSTALL GUARDRAIL END SECTION PER SCDOT
SCALE: 1" = 6'
VERTICAL SCALE IN FEET
6 12 1812 6 0
SCALE: 1" = 30'
HORIZONTAL SCALE IN FEET
30 60 9060 30 0
' 2
N
9 10
3H:1V
2.5H:1V
STANDARD DRAWING # 806-105-00
INSTALL BLACK CHAIN LINK FENCE PER SCDOT
S T
A
O F F S
E T R
T
P O
E
.3
INSTALL DOUBLE YELLOW SOLID LINE PER DETAIL
M A
T C
H L
IN
E S
E E S
H E
E T C
P
M A
T C
H L
IN
E S
E E S
H E
E T C
P
W A
R E
H O
U S
E R
O W
W A
R E
H O
U S
E R
O W
E 2,016,884.38
N 790,299.25
SEMMES ROAD
POE STA. 17+58
CONSTRUCTION STAGING AREA
CONSTRUCTION STAGING AREA
MATCH TO EXIST. SIDEWALK
PROJECT LIMITS - BASE BID
OFFICES
CONTRACTOR
PARKING AREA
CONTRACTOR
INSTALL WHITE SOLID LINE PER DETAIL
INSTALL WHITE SKIP LINES PER DETAIL
STANDARD DRAWING # 625-410-00
INSTALL TURN LANE ARROWS PER SCDOT
INSTALL CROSSWALK STRIPING PER DETAIL
TO PAVEMENT WIDTH PER DETAIL
INSTALL (5) TYPE III BARRICADE SIGNS
TO PAVEMENT WIDTH PER DETAIL
INSTALL (4) TYPE III BARRICADE SIGNS
INSTALL 'SPEED LIMIT 25 MPH' SIGN PER DETAIL
(MUTCD R2-1)
INSTALL 'NO FISHING' SIGN PER DETAIL
INSTALL 'STOP AHEAD' SIGN PER DETAIL
(MUTCD W3-1A)
INSTALL SWING GATE PER DETAIL
CP500
CP500
CP500
CP500
CP500
CP500
CP500
CP501
CP501
CP501
CP501
CP503
CP501
CP501
CP501
CP503
CP503
NTS
CP502
GUARDRAIL DETAILS
SLOTS (TYP.)
BENT PLATE ("C")
OFFSET BLOCK
" x 1" HORIZONTAL16
TRAFF
IC
SLOTS (TYP.)
OPEN SIDE OF POST
AND OFFSET BLOCK
" x 1" HORIZONTAL16
0.170" UNGALVANIZED
THICKNESS (MIN.)
BENT PLATE ("C") POST
5.875"
4.
SHALL BE PLACED
AWAY FROM TRAFFIC
0.75"
W6 x 9 OR W6 x 8.5
"4
"8
"8
"8
POST AND 14" OFFSET BLOCK
4"
" DIA. HOLES (TYP.)16
" DIA. 16
HOLES (TYP.)
"8
"8
"8 11 "4
" R.16
"4
T O
L E
R A
N C
E " R.8
20" (-0",+3/16 ")
S H
E E
T
T H
IC
K N
E S
S
" R.16
"8
/1
AT EACH NON-SPLICE IN
STEEL "H" BEAM POST &
OFFSET BLOCK SYSTEM &
6"
REQUIRED BEHIND RAIL
"2 1" x 24
3STANDARD
STANDARD W-BEAM
RAIL MATERIAL
STEEL "C" POST & OFFSET
BLOCK SYSTEM
POST BOLT SLOT
F J S
D -C
P .d g n
CP502
G U
A R
D R
A
IL
D
E T
A
IL
S
J
A N
A M
E N
D M
E N
T
R E
M O
V E
D W
O O
D P
O S
T D
E T
A
IL
M O
V E
D
M O
V E
D A
N D R
E N
A M
E D G
U A
R D
R A
IL
D
E T
A
IL
S /C
P
F
IL
E N
A M
E
F J -0
-1
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
F O
R T J
A C
K S
O N S
O U
T H C
A R
O L
IN
A S
E M
M E
S L
A K
E D
A M
D A
M R
E C
O N
S T
R U
C T
IO
N
®of Engineers
US Army Corps
"x
S
IZ
E
C H
A R
L E
S T
O N S
O U
T H C
A R
O L
IN
A
A H
A G
O O
D A
V E
N U
E C
H A
R L E
S T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E
D U
N L
O P
F E
S C
L U
S A
J
M
IT
C H
E L L
J
M
IT
C H
E L L
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
W
H P
R
D E
C E
M B
E R
NTS
& OFFSET BLOCK
ALTERNATIVE STEEL "C" POST
NTS
& OFFSET BLOCK
ALTERNATIVE STEEL "H" BEAM POST
NTS
SECTION THRU SAFETY BEAM GUARDRAIL, TYPE "C"
BACK-UP PLATE
HG
LK
USED
NOT
USED
NOT
D
INSTALL TOE DRAIN MANHOLE PER DETAIL
TOE DRAIN LAYOUT
FEATURE STATION OFFSET
2+73.25POB / CO1 29.83' L
3+47.30 29.83' L
5+13.10 54.80' L
MH1
MH2
2+95.67 29.83' LCP1*
LOCATION OF CONTROL POINT (CP)
* SEE CLEANOUT DETAIL 2/CS501 FOR
(SEE CROSS SECTION AT STA. 4+00 SHEET CS310)
FILL EXISTING EMERGENCY SPILLWAY
6" BEDDING PER DETAIL
INSTALL 12" SCDOT CLASS A RIPRAP AND
SCALE: 1" = 30'
SCALE IN FEET
30 60 9060 30 0
KEY NOTES:
INSTALL TOE DRAIN CLEANOUT PER DETAIL
INSTALL 6" HPDE TOE DRAIN PER DETAIL
SEE SHEET CP101 AND CP104.
3. FOR ROADWAY AND SHOULDER CONSTRUCTION IN THIS AREA
2. FOR CONSTRUCTION NOTES SEE SHEET CS100.
1. FOR GENERAL NOTES SEE SHEET GI05.
SHEET NOTES:
N
210 2
S
CB
E
W
W
W
D
D
S id e w a lk
SEMMES DAM ALIGNMENT
PROJECT LIMITS - BID OPTION 1
PROJECT LIMITS - BASE BID
CAVITY TREE PROTECTION AREA
RED-COCKADED WOODPECKER
PROJECT LIMITS - BASE BID
PROJECT LIMITS - BID OPTION 3
F J S
D -C
S .d g n
CS104
A R
E A D
C
IV
IL
S
IT
E P
L A
N
CS101 CS102
CS104 CS105 CS106
CS107 CS108
CS110 CS111
J
A N
A M
E N
D M
E N
T
R E
V
IS
E D D
E T
A
IL
N
U M
B E
R S
F
IL
E N
A M
E
F J -0
-1
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
F O
R T J
A C
K S
O N S
O U
T H C
A R
O L
IN
A S
E M
M E
S L
A K
E D
A M
D A
M R
E C
O N
S T
R U
C T
IO
N
®of Engineers
US Army Corps
"x
S
IZ
E
C H
A R
L E
S T
O N S
O U
T H C
A R
O L
IN
A
A H
A G
O O
D A
V E
N U
E C
H A
R L E
S T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E
D U
N L
O P
F E
S C
L U
S A
J
M
IT
C H
E L L
J
M
IT
C H
E L L
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
W
H P
R
D E
C E
M B
E R
INV = 206.65'
CP1
2.5H:1V
3H:1V
220 1
RIM = 220'
CO1
INVo = 206.25' INVi = 206.35'
RIM = 220.25'
MH1
INVo = 205.33' INVi = 205.43'
RIM = 212.0'
MH2
M A
T C
H L
IN
E S
E E S
H E
E T C
S
P E R S
H
IN
G R
O A
D
SEMMES ROAD
EXISTING PARKING LOT
POB STA. 0+00
N 789,634.94
E 2,018,512.11
CONSTRUCTION STAGING AREA
60' @ 0.5% SLOPE
165' @
0.5% SLOPE
CS501
CS501
CS502
CS502
HG
LK
D
USED
NOT
USED
NOT
TOE DRAIN LAYOUT
FEATURE
MH3
STATION
5+13.10
7+76.55
7+80.90 67.80' L
54.80' L
OFFSET
MH2
7+96.05
OUTFALL1 10+11.80 199.05' L
MH4 9+77.50 58.80' L
10+35.15
CO2 58.80' L
CP2* 58.80' L
OUTFALL2
CP3* 11+77.75 58.80' L
197.25' L
LOCATION OF CONTROL POINT (CP)
* SEE CLEANOUT DETAIL 2/CS501 FOR
INSTALL TOE DRAIN MANHOLE PER DETAIL
INSTALL TOE DRAIN CLEANOUT PER DETAIL
SHEET S105
CONSTRUCT CONCRETE SPILLWAY SEE SPILLWAY PLAN
6" 57 STONE BEDDING PER DETAIL
INSTALL 12" SCDOT CLASS A RIPRAP AND
1'-4" 57 STONE BEDDING PER DETAIL
INSTALL 2'-7" SCDOT CLASS C RIPRAP AND
2'-3" 57 STONE BEDDING PER DETAIL
INSTALL 4'-6" SCDOT CLASS E RIPRAP AND
STA. 8+50 FOR DETAILS
SEE SHEET CS311 CROSS SECTIONS AT STA. 8+00 AND
FILL EXISTING STREAM CHANNEL FOR TOE STABILITY
SCALE: 1" = 30'
SCALE IN FEET
30 60 9060 30 0
KEY NOTES:
INSTALL V-NOTCH WEIR PER DETAIL
INSTALL CONCRETE PAVED DITCH PER DETAIL
OUTLET PIPE PER DETAIL
INSTALL 12" HDPE TOE DRAIN
3. FOR WETLAND LINE COORDINATES SEE SHEET R32.
2. FOR CONSTRUCTION NOTES SEE SHEET CS100.
1. FOR GENERAL NOTES SEE SHEET GI05.
SHEET NOTES:
INSTALL 6" HDPE TOE DRAIN PER DETAIL
N
7 205
S
INVo = 195.5' 30' x 400'
EARTH CHANNEL
LOW FLOW OPENING (INVo = 195.81')
CONCRETE SILL (INVo = 198.14')
CONCRETE SILL (INVo = 198.14')
DAM CENTERLINE ALIGNMENT
ELEV. 215'
NEW MAX NORMAL POOL
ELEV. 224.5'
CREST OF DAM @ CENTERLINE OF SEMMES ROAD
PROJECT LIMITS - BID OPTION 1
PROJECT LIMITS - BASE BID
PROJECT LIMITS - BASE BID
WETLAND LINE
WETLAND LINE
RELOCATED WILDCAT CREEK
INV = 200'
CP3
F J S
D -C
S .d g n
CS105
A R
E A E
C
IV
IL
S
IT
E P
L A
N
CS101 CS102
CS104 CS105 CS106
CS107 CS108
CS110 CS111
J
A N
A M
E N
D M
E N
T
R E
V
IS
E D D
E T
A
IL
N
U M
B E
R F
IL
E N
A M
E
F J -0
-1
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
F O
R T J
A C
K S
O N S
O U
T H C
A R
O L
IN
A S
E M
M E
S L
A K
E D
A M
D A
M R
E C
O N
S T
R U
C T
IO
N
®of Engineers
US Army Corps
"x
S
IZ
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C H
A R
L E
S T
O N S
O U
T H C
A R
O L
IN
A
A H
A G
O O
D A
V E
N U
E C
H A
R L E
S T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E
D U
N L
O P
F E
S C
L U
S A
J
M
IT
C H
E L L
J
M
IT
C H
E L L
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
W
H P
R
D E
C E
M B
E R
12INV = 199.9'
CP2
200' @ 0.5% SLOPE180' @ 0.5% SLOPE
H :1
V
2.5H :1V
265' @ 0.5% SLOPE
0.
5% S
LOPE
5'
.5
S
L O
P E
@ TRANSITIONAL RIPRAP CHANNEL
INVo = 205.33' INVi = 205.43'
RIM = 212.0'
MH2
INVo = 203.9' INVi = 204.0'
RIM = 207.5'
MH3
RIM = 210.5'
CO2
3H:1V
F
LO
W
2.5H:1V
3H:1V
3H :1V
.5
H :1
V
.5
H :1
V
2.5H:1V
CO
NSTRUCTI
O N
ACCES
S
M A
T C
H L
IN
E S
E E S
H E
E T C
S
SEMMES LAKE
MATCHLINE - SEE SHEET CS101
SEMMES ROAD
MATCHLINE - SEE SHEET CS107
M A
T C
H L
IN
E S
E E S
H E
E T C
S
CONSTRUCTION STAGING AREA
(A P
P R
O X . L
O C
A T
IO
N
W
IL
D C
A T C
R E
E K
INVo = 198.25'
OUTFALL2
INVo = 202.66'
OUTFALL1
INVo = 198.9' INVi = 199.0
RIM = 210.5'
MH4
2+00
3+00
8+
PI STA. 8+19.49
N 789,879.72
E 2,017,385.66
WITHIN 50' OF DAM EMBANKMENT TOE)
GRASS AREA (NO WOODY VEGETATION
A C C E S S
C O
N S T R
U C T
IO
N
C S
S E E S
H E E T
WITHIN 50' OF DAM EMBANKMENT TOE)
GRASS AREA (NO WOODY VEGETATION
CS500
CS500
CS500
CS500
CS501
CS502
CS501
CS500
CS502
CS502
CS502
HG
LK
USED
NOT
USED
NOT
D
TOE DRAIN LAYOUT
FEATURE STATION OFFSET
CO3 12+04.15 58.80' L
SHEET S122
ACCESS TO MAINTENANCE AREA
FILL VOIDS WITH 57 STONE FOR VEHICULAR
1"-4" 57 STONE BEDDING PER DETAIL
INSTALL 2'-7" SCDOT CLASS C RIPRAP AND
PP
PP PP
PP
PP
PP
PP
PP PP
TC
TC
TC
H2O
PP
PP
SCALE: 1" = 30'
SCALE IN FEET
30 60 9060 30 0
KEY NOTES:
INSTALL TOE DRAIN CLEANOUT PER DETAIL
INSTALL 'BIRD INFORMATION' SIGN PER DETAIL
INSTALL 'NO SWIMMING' SIGN PER DETAIL
INSTALL ASPHALT CONCRETE WALKWAY PER DETAIL
SHEET S105
CONSTRUCT CONCRETE SPILLWAY SEE SPILLWAY PLAN
SHEET S102
INSTALL LABYRINTH WEIR SEE LABYRINTH WEIR PLAN
INSTALL SPILLWAY CHUTE SEE SHEET S102
INSTALL SLUICE GATE AND ACCESS SEE SHEET S113
INSTALL PRE-CAST HEADWALL SEE SHEET S104
INSTALL PRE-FABRICATED ARCH CULVERT SEE SHEET S104
AND 6" 57 STONE BEDDING PER DETAIL
INSTALL 12" SCDOT CLASS A RIPRAP
INSTALL 6" HDPE TOE DRAIN PER DETAIL
AND 1"-4" 57 STONE BEDDING PER DETAIL
INSTALL 2'-7" SCDOT CLASS C RIPRAP
SEE SHEETS S401 TO S403
BID OPTION 2: INSTALL NEW FISHING PIER
SEE CROSS SECTIONS ON SHEET CS320
RELOCATE WILDCAT CREEK. FOR DETAILS
3. SEE SHEET CP103 FOR ROAD CONSTRUCTION PLANS.
2. FOR CONSTRUCTION NOTES SEE SHEET CS100.
1. FOR GENERAL NOTES SEE SHEET GI05.
SHEET NOTES:
BARRIER GATE SEE SHEET CP103
N
W
W
W
W
C
G
S
E
W
W
D
S S
S
Lc = 98.4'
R = 173.2' T = 50.6'
E 2,017,329.1 N 790,030.0
PI STA. 6+61.66
CB
CB
CB
CB
205200
CONCRETE SILL (INV. OUT = 198.14')
F L
O W
ELEV. 215'
FIRST STAGE WEIR
SPILLWAY CHANNEL
CENTERLINE OF
28" VERTICAL STEP
ELEV. 215.5'
SECOND STAGE WEIR
PROJECT LIMITS - BID OPTION 1
PROJECT LIMITS - BASE BID
ELEV. 205.33'
SPILLWAY INLET
ELEV. 215'
NEW MAX NORMAL POOL
ELEV. 219.2'
THIRD STAGE WEIR
28" VERTICAL STEP
WITH CHUTE BLOCKS
28" VERTICAL STEP
SEE SHEET CE106
CONSTRUCTION ACCESS TO LAKE BED
SEE SHEET CE106
CONSTRUCTION ACCESS TO DOWNSTREAM
WORKS C
OUTLET
L
PROJECT LIMITS - BID OPTION 3
F J S
D -C
S .d g n
CS106
A R
E A F
C
IV
IL
S
IT
E P
L A
N
CS101 CS102
CS104 CS105 CS106
CS107 CS108
CS110 CS111
J
A N
A M
E N
D M
E N
T
A D
D E
D R
IP
R A
P T
O M
A
IN
T E
N A
N C
E A
R E
A A
N D
N O
R T
H S
ID
E O
F S
E M
M E
S R
O A
D
A D
D E
D K
E Y N
O T
E
R E
V
IS
E D
D E
T A
IL
N
U M
B E
R F
IL
E N
A M
E
F J -0
-1
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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N
A
M A
R K
S U
B M
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T E
D B
Y
D A
T E
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
F O
R T J
A C
K S
O N S
O U
T H C
A R
O L
IN
A S
E M
M E
S L
A K
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D A
M R
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US Army Corps
"x
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C H
E L L
C O
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O
S O
L
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IT
A T
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N N
O
W
H P
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D E
C E
M B
E R
M A
X .5
S
L O
P E
F
LO
W
SLOPE
0%
F L
O W
M A
X .5
S
L O
P E
M A
X .5
S
L O
P E
M A
X .5
S L O P E
M A
X .5
S
L O
P E
M A
X .5
S
L O
P E
MIN. GRADE
10%
RIM = 211.5'
CO3
M A
T C
H L
IN
E S
E E S
H E
E T C
S
MATCHLINE - SEE SHEET CS108
W A
R E
H O
U S
E R
O W
MATCHLINE - SEE SHEET CS102
E 2,016,884.38
N 790,299.25
POE STA. 17+58
CONSTRUCTION STAGING AREA
M A
R
IO
N A
V E
N U
E
SEMMES ROAD
SEMMES LAKE
W A
R E
H O
U S
E R
O W
N 790,226.54
E 2,017,400.78
PI STA. 4+51.75
E 2,017,339.49
N 790,079.44
PI STA. 6+11.11
E 2,017,346.89
N 789,982.66
PI STA. 7+09.48
OFFICES
CONTRACTOR
PARKING AREA
CONTRACTOR
STAGING AREA
CONSTRUCTION
PI
S
TA.
6+
.66
STA.
O
FF
SET
5.9 3'
RT
3+00
4+00
5+00
7+
6+00
CS6
06SEE S
HEET
CS502
CS501
CS502
CS502
CS502
CS502
CP501
CP501
CS301
F J S
D -C
S .d g n
NOTE: ELEVATIONS INCLUDE 6" CAMBER TO ACCOUNT FOR SETTLEMENT
010 10 20 30
SCALE: 1" = 10'
ZONES*
3 SHELL
CORE
FILTER SAND
010 10 20 30
SCALE: 1" = 10'
ZONES*
3 SHELL
CORE
FILTER SAND
T Y
P
IC
A L S
E C
T
IO
N S
E M
B A
N K
M E
N T
S E
M M
E S D
A M
FLOW
5'
5'
DAM
LC
2.5
EXISTING GROUND
2.5
2.5
EXISTING GROUND
7'7' 4'
CONCRETE SIDEWALK SEMMES ROAD
CHAIN LINK FENCE
ELEV. 210'
24'
48'
8'11'11'
E L E
V A
T
IO
N S I
N F
E E
T N
A V
D
E L E
V A
T
IO
N S I
N F
E E
T N
A V
D
ELEV. 223.3'
GUARDRAIL
ELEV. 224.5'
TOP OF DAM
ELEV. 222'4
2 33
6'
VARIES
190190
185 185
EMBANKMENT
BLANKET DRAIN
ROAD
LC
EMBANKMENT
EXCAVATION TO ELEV. 194'
CHIMNEY DRAIN
TOE DRAIN
UPSTREAM
SEMMES LAKE
DOWNSTREAM
OVER 6" 57 STONE BEDDING
12" SCDOT CLASS A RIPRAP
CORE
OVER 6" 57 STONE BEDDING
12" SCDOT CLASS A RIPRAP
LC
TOE DRAIN
4" TOPSOIL/GRASS SEED
3'
FILTER SANDDRAIN GRAVEL
5'
5'
DAM
LC
2.5
EXISTING GROUND
2.5
2.5
EXISTING GROUND
7'7' 4'
CONCRETE SIDEWALK SEMMES ROAD
CHAIN LINK FENCE
ELEV. 210'
24'
48'
8'11'11'
E L E
V A
T
IO
N S I
N F
E E
T N
A V
D
E L E
V A
T
IO
N S I
N F
E E
T N
A V
D
ELEV. 223.3'
GUARDRAIL
ELEV. 224.5'
TOP OF DAM
ELEV. 222'4
2 33
AND BEDDING
12" THICK SCDOT RIPRAP
6'
VARIES
190190
185 185
BLANKET DRAIN
EMBANKMENT
ROAD
LC
EMBANKMENT
EXCAVATION TO ELEV. 199'
CHIMNEY DRAIN
TOE DRAIN
UPSTREAM
SEMMES LAKE
DOWNSTREAM
FLOW
OVER 12" 57 STONE BEDDING
12" SCDOT CLASS A RIPRAP
CORE
3'
DRAIN GRAVEL FILTER SAND
4" TOPSOIL/GRASS SEED
EARTHWORK FOR ADDITIONAL INFORMATION
* REFER TO SPECIFICATION SECTION 31 00 00
EARTHWORK FOR ADDITIONAL INFORMATION
* REFER TO SPECIFICATION SECTION 31 00 00
FOUNDATION ELEVATION 199.0'
DAM EMBANKMENT TYPICAL SECTION B - B
FOUNDATION ELEVATION 194.0'
DAM EMBANKMENT TYPICAL SECTION A - A
J
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A M
E N
D M
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T
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C R
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E
R E
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T O
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R A
IN
F
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M
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IP
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O P
IP
E F
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F J -0
-1
D R
A W
IN
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D R
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D B
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D E
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M A
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D A
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C H
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D B
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B
C
D
E
F
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2 3 4 5 6 7 8 9 10
SHEET ID
F O
R T J
A C
K S
O N S
O U
T H C
A R
O L
IN
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US Army Corps
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H P
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M B
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10'5'
10'5'
TOE DRAIN
LC
ELEV. 222.1'
ELEV. 222.1'
CS302
J S
D -C
S .d g n
NOTE: ELEVATIONS INCLUDE 6" CAMBER TO ACCOUNT FOR SETTLEMENT
010 10 20 30
SCALE: 1" = 10'
T Y
P
IC
A L S
E C
T
IO
N S
E M
B A
N K
M E
N T
S E
M M
E S D
A M
@ STA. 12+80
FOUNDATION ELEVATION 201.0'
DAM EMBANKMENT TYPICAL SECTION C - C
5'
5'
DAM
LC
2.5
EXISTING GROUND
2.5
EXISTING GROUND
7'7' 4'
CONCRETE SIDEWALK SEMMES ROAD
CHAIN LINK FENCE
24'
48'
8'11'11'
E L E
V A
T
IO
N S I
N F
E E
T N
A V
D
E L E
V A
T
IO
N S I
N F
E E
T N
A V
D
ELEV. 224.5'
TOP OF DAM
6'
190190
185 185
BLANKET DRAIN
ROAD
LC
EXCAVATION TO ELEV. 201'
UPSTREAM
SEMMES LAKE
DOWNSTREAM
FLOW
OVER 12" 57 STONE BEDDING
12" SCDOT CLASS A RIPRAP
FILTER SAND
ABUTMENT
MAINTENANCE AREA
SWING GATE / POST
33 2
CORE
CHIMNEY DRAIN
3'
ZONES*
3 SHELL
CORE
FILTER SAND
EARTHWORK FOR ADDITIONAL INFORMATION
* REFER TO SPECIFICATION SECTION 31 00 00
ELEV. 223'
RIPRAP
J
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D M
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T
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D E
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2 3 4 5 6 7 8 9 10
SHEET ID
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A C
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10'5'
ELEV. 222.1'ABUTMENT
2.5
5'
5'
3'
3' MIN.
4'
4'
1' TYP.
VARIES
3'
3' MIN.
4'
4'
VARIES
FLOW FLOW
FLOWFLOW
DOWNSTREAMDOWNSTREAM
DOWNSTREAMDOWNSTREAM UPSTREAMUPSTREAM
1' TYP.
6" DIA. SLOTTED HDPE PIPE
6" DIA. SLOTTED HDPE PIPE
DRAIN GRAVEL
DRAIN GRAVEL
CS303
F J S
D -C
S .d g n
NOTE: ELEVATIONS INCLUDE 6" CAMBER TO ACCOUNT FOR SETTLEMENT
0 551015
SCALE: 1" = 5'
2.51
L
DAM
C
2% SLOPE2% SLOPE
7'7'
4'
2% SLOPE 1
TACK COAT
PRIME COAT
CHAIN LINK FENCE
ELEV. 224.3'
ELEV. 223.3'
5' 11'
48'
5'
11'
24'
8'
GUARDRAIL
PER SCDOT SEC 403, STD SPECS
1 1/2" BITUMINOUS SURFACE COURSE, TYPE 2 (MIN)
PER SCDOT SEC 402, STD SPECS
2 1/2" BITUMINOUS INTERMEDIATE COURSE, TYPE 2 (MIN)
STD SPECS
8" MACADAM BASE COURSE (MIN), PER SCDOT SEC 305,
ELEV. 224.5'
TOP OF DAM
COMPACTED SUBGRADE (TYP.)
DAM CREST TYPICAL SECTION
05 5 10 15
SCALE: 1" = 5'
L
DAM
C
2% SLOPE2% SLOPE
7'
TACK COAT
PRIME COAT
ELEV. 224.3'
ELEV. 227.5'
5'
11'
48'
5'
11'
24'
8'
ELEV. 224.5'
TOP OF DAM
COMPACTED SUBGRADE (TYP.)
05 5 10 15
SCALE: 1" = 5'
2.5
EXISTING GROUND
COMPACTED SUBGRADE (TYP.)
ELEV. 210'
DAM CREST SECTION ABOVE ARCH CULVERT
ELEV. 224.1'
HEADWALL
PRE-CAST
11'
2% SLOPE
GUARDRAIL
2% SLOPE
HEADWALL
PRE-CAST
EXCAVATION DEPTH AT 199'
T Y
P
IC
A L S
E C
T
IO
N S
C R
E S
T A
N D T
O E D
R A
IN
S E
M M
E S D
A M
EMBANKMENT
AND 6" 57 STONE BEDDING
12" SCDOT CLASS A RIPRAP
0 551015
SCALE: 1" = 5'
2.5
EXISTING GROUND
FILTER SAND MATERIAL
COMPACTED SUBGRADE (TYP.)
ELEV. 210'
EXCAVATION DEPTH AT 194'
EMBANKMENT
AND 6" 57 STONE BEDDING
12" SCDOT CLASS A RIPRAP
EMBANKMENT
L
ROAD
C
4" CONCRETE SIDEWALK 4" CONCRETE SIDEWALK
L
ROAD
C
PER SCDOT SEC 403, STD SPECS
2" SCDOT SURFACE ASPHALT
PER SCDOT SEC 402, STD SPECS
2" SCDOT BINDER ASPHALT
PER SCDOT SEC 305, STD SPECS
8" COMPACTED SCDOT GRADED AGGREGATE BASE COURSE,
BLANKET DRAIN
BLANKET DRAIN
RIPRAP OVER 6" BEDDING
12" THICK SCDOT CLASS A
FILTER SAND TO RIPRAP
MIN. 3' COVER FROM
FILTER SAND TO RIPRAP
MIN. 3' COVER FROM
FILTER SAND MATERIAL
@ EXCAVATION DEPTH 194'
TOE DRAIN SECTION
@ EXCAVATION DEPTH 199'
TOE DRAIN SECTION
A M
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D M
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T
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B
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
F O
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A C
K S
O N S
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T H C
A R
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IN
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US Army Corps
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D A
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A R
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P S O
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ELEV. 224.3'
ELEV. 223.4'
ELEV. 223.3'
ELEV. 222.1'
ELEV. 224.3'
ELEV. 224.0'
ELEV. 224.15'
ELEV. 224.25'
GUARDRAIL
ELEV. 227.5'
SEMMES DAM EMBANKMENT PROFILE D - D (CONTINUED)
3. FOR FULL PLAN VIEW OF EMBANKMENT SEE SHEET CS120.
2. FOR CONSTRUCTION NOTES SEE SHEET CS100.
1. FOR GENERAL NOTES SEE SHEET GI05.
SHEET NOTES:
11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50
0% 0% 0.8%
235235
EXISTING ROAD
PROPOSED ROAD
ELEV. 194.0'
E N
D F
O U
N D
A T
IO
N D
E P
T H
S T
A .1
S T
A .6
S T
A R
T F
O U
N D
A T
IO
N D
E P
T H
2.5
S T
A .3
E N
D F
O U
N D
A T
IO
N D
E P
T H
2.5
E N
D S
A F
E A
C C
E S
S S
L O
P E
S T
A .5
BASE, AND SOIL STRIPPING
MIN. 1' PAVEMENT, AGGREGATE
SAFE ACCESS SLOPE
SPILLWAY WALLS
ARCH CULVERT
CONCRETE SLAB
4" ASPHALT PAVEMENT
8" AGGREGATE BASE COURSE
COMPACTED SOIL
224.5'
CORE
CHANNEL
SPILLWAY
CORE
3' WIDTH FOR EQUIPMENT / ACCESS
1:2.5 SLOPE TO EXCAVATION LIMITS
F J S
D -C
S .d g n
CS305
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N F
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D R
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
F O
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N N
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D E
C E
M B
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SCALE: 1" = 6'
VERTICAL SCALE IN FEET
6 12 1812 6 0
SCALE: 1" = 30'
HORIZONTAL SCALE IN FEET
30 60 9060 30 0
ELEV. 201.0' ELEV. 201.0'
ELEV. 223.0'
M A
T C
H L
IN
E S
E E S
H E
E T C
S
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 10'
50 50 100 150
10 10 20 30
F J S
D -C
S .d g n
CS310
S T
A T
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T A
C R
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S S
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N S
D A
M E
M B
A N
K M
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T
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
BEGIN EMBANKMENT
STA. 3+00
GRADE (TYP.)
FINISH
FOUNDATION (TYP.)
IMPERVIOUS CORE (TYP.)
TOE DRAIN (TYP.)
CHIMNEY DRAIN (TYP.)
2.5
2.5
ELEV. = 222'
2.5
2% SLOPE
2% SLOPE
GRADE (TYP.)
EXIST.
LC
DAM
(FILTER SAND) (TYP.)
BLANKET DRAIN
STA. 3+50
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
C
DAM
L
2.5
2.5
2.5
E L E
V A
T
IO
N I
N F
E E
T E
L E
V A
T
IO
N I
N F
E E
T
E L E
V A
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N I
N F
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T
EMERGENCY SPILLWAY
FILL EXISTING
E L E
V A
T
IO
N I
N F
E E
T
STA. 5+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
2.5
2.5
LC
DAM
2.5
STA. 4+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
EMERGENCY SPILLWAY
FILL EXISTING
2.5
2.5
LC
DAM
2.5
STA. 4+50
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
2.5
2.5
LC
DAM
2.5
E L E
V A
T
IO
N I
N F
E E
T
TO FOUNDATION EXCAVATION
EXCAVATION FOR SAFE ACCESS
GRADE (TYP.)
FINISH
GRADE (TYP.)
EXIST.
2.53
STA. 2+50
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
TOE DRAIN PIPE (TYP.)
6" PERFORATED HDPE
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B
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2 3 4 5 6 7 8 9 10
SHEET ID
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SCALE IN FEET
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 10'
50 50 100 150
10 10 20 30
F J S
D -C
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S T
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T A
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N S
D A
M E
M B
A N
K M
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0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
GRADE (TYP.)
FINISH
IMPERVIOUS CORE (TYP.)
TOE DRAIN (TYP.)
CHIMNEY DRAIN (TYP.)
2.5
2.5
ELEV. = 222'
2.5
GRADE (TYP.)
EXIST.
LC
DAM
(FILTER SAND) (TYP.)
BLANKET DRAIN
STA. 6+50
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
C
DAM
L
2.5 2.5
2.5
E L E
V A
T
IO
N I
N F
E E
T E
L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
STA. 7+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
2.5
2.5
LC
DAM
2.5
E L E
V A
T
IO
N I
N F
E E
T
STA. 7+50
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
2.5
2.5
LC
DAM
2.5
E L E
V A
T
IO
N I
N F
E E
T
STA. 8+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
2.5
2.5
LC
DAM
2.5
E L E
V A
T
IO
N I
N F
E E
T
STA. 6+00
DAM FAILURE AREA
OUTFALL PIPE
TOE DRAIN
STA. 5+50
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
2.5
2.5
LC
DAM
2.5
TOE DRAIN PIPE (TYP.)
6" PERFORATED HDPE
FOUNDATION (TYP.)
A
M E
N D
M E
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V
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2 3 4 5 6 7 8 9 10
SHEET ID
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HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 10'
50 50 100 150
10 10 20 30
F J S
D -C
S .d g n
CS312
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
GRADE (TYP.)
FINISH
FOUNDATION (TYP.)
IMPERVIOUS CORE (TYP.)
TOE DRAIN (TYP.)
CHIMNEY DRAIN (TYP.)
2.5
2.5
ELEV. = 222'
2.5
GRADE (TYP.)
EXIST.
LC
DAM
(FILTER SAND) (TYP.)
BLANKET DRAIN
STA. 9+50
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
C
DAM
L
2.5
2.5
2.5
E L E
V A
T
IO
N I
N F
E E
T E
L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
STA. 10+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
2.5
2.5
LC
DAM
2.5
E L E
V A
T
IO
N I
N F
E E
T
STA. 10+50
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
2.5
2.5
LC
DAM
2.5
E L E
V A
T
IO
N I
N F
E E
T
STA. 11+00
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
2.5
2.5
LC
DAM
2.5
E L E
V A
T
IO
N I
N F
E E
T
STA. 9+00
OUTFALL PIPE
TOE DRAIN
OUTFALL PIPE
TOE DRAIN
CHANNEL
EARTHEN
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
D A
M E
M B
A N
K M
E N
T
STA. 8+50
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
2.5
2.5
LC
DAM
2.5
OUTFALL PIPE
TOE DRAIN
DAM FAILURE AREA
TOE DRAIN PIPE (TYP.)
6" PERFORATED HDPE
A
M E
N D
M E
N T
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V
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2 3 4 5 6 7 8 9 10
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HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 10'
50 50 100 150
10 10 20 30
F J S
D -C
S .d g n
CS313
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
GRADE (TYP.)
FINISH
FOUNDATION (TYP.)
IMPERVIOUS CORE (TYP.)
CHIMNEY DRAIN (TYP.) 3
2.5
2.5
ELEV. = 222'
2.5
GRADE (TYP.)
EXIST.
LC
DAM
(SAND FILTER) (TYP.)
BLANKET DRAIN
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
C
DAM
L
2.5
2.5
E L E
V A
T
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N I
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T E
L E
V A
T
IO
N I
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STA. 12+00
CLEANOUT
TOE DRAIN
(SKEWED)
SPILLWAY
CONCRETE
(SKEWED)
SPILLWAY
CONCRETE
WITH CHUTE BLOCKS
28" VERTICAL STEP
28" VERTICAL STEP
SLAB (TYP.)
MUDMAT (TYP.)
(SKEWED)
SPILLWAY WALL
WALL (SKEWED)
LABYRINTH WEIR
ENDWALL
CHANNEL
NEW STREAM
STA. 11+50
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
2.5
2.5
LC
DAM
2.5
CHANNEL
TRANSITION
RIPRAP
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
D A
M E
M B
A N
K M
E N
T
GRADE (TYP.)
EXIST.
IMPERVIOUS CORE (TYP.)
FOUNDATION (TYP.)
(FILTER SAND) (TYP.)
BLANKET DRAIN
GRADE (TYP.)
FINISH
CHIMNEY DRAIN (TYP.)
ELEV. = 222'
TOE DRAIN PIPE
6" PERFORATED HDPE
TOE DRAIN PIPE
6" SOLID HDPE
END OF EMBANKMENT AT SPILLWAY
STA. 12+21.50
J
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J
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A M
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D M
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T
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M O
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IP
R A
P F
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A V
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U N
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T O
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L
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N S
T A
A M
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D M
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N A
N C
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A A
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D R
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D R
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D B
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IS
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
F O
R T J
A C
K S
O N S
O U
T H C
A R
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IN
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US Army Corps
"x
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A
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T U .S
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CS501
T O
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R A
IN
S
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T E
M D
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A
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S
TABLE "A"
D<5'-0"
D>5'-0"
NON-SLIP
FINAL GRADE
C.I. COVER AND FRAME
D
MASTIC JOINTS
F L
O W
PLAN
SECTION
6"
7"
(T Y
P
GROUT IN PLACE
16"
STEP (TYP)
(TYP)
6" STONE
6" STONE MAT
6"
NOTE:
6"(SEE NOTE)
(TYP.)( SEE NOTE)
TOP OF MANHOLE
SEE SITE PLANS
SLAB TOP SECTION
6" REINFORCED
ECCENTRIC CONE SECTION
VARIABLE PRECAST
N O
T E
S E
E
N O
T E
S E
E
SEE TABLE "A"
SECTION -
REINFORCED FLAT TOP
ECCENTRIC CONE OR
VARIABLE PRE-CAST
4'-0" (D < 10')
5'-0" (D > 10')
BEYOND OUTSIDE OF MANHOLE.
6" BASE THICKNESS WITH BASE EXTENDED 6"
ALL MANHOLES WILL HAVE 6" WALL THICKNESS,
3"
FINISHED GRADE
12"
1' - 6"
CONCRETE
6" M
IN
12" 6"
PVC CAP
REMOVABLE
TOE DRAIN PIPE
6" DIA SLOTTED HDPE
FILL
EMBANKMENT
T Y P
DRAIN GRAVEL
AROUND SLOTTED PIPE
8" MIN. DRAIN GRAVEL COVER
2' MIN.
2.5H:1V
NOTE:
WITH LOCK (SEE NOTE)
HINGED STEEL COVER
WITH THE TECHNICAL SPECIFICATIONS.
INSTALL CLEANOUT COVER IN ACCORDANCE
TUBE - TYPICAL CO1, CO2, & CO3
12" DIA BY 5' LONG ROUND STEEL
CP2, & CP3, SEE SHEETS CS104, CS105, & CS106)
CONTROL POINT COORDINATE LOCATION (CP1,
& CO3, SEE SHEETS CS104, CS105, & CS106)
CLEANOUT COORDINATE LOCATION (CO1, CO2,
12"
12"
12"
12"
FILTER SAND
TOE DRAIN PIPE
6" DIA SOLID HDPE
FILTER SAND
4" TOPSOIL
J
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A M
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D M
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T
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M O
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D T
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D
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A
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/C
S
IL
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A M
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F J -0
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D R
A W
IN
G C
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E
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
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A
M A
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S U
B M
IT
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D B
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D A
T E
C H
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K E
D B
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IS
S
U E D
A T
E
B
C
D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
F O
R T J
A C
K S
O N S
O U
T H C
A R
O L
IN
A S
E M
M E
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A K
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D A
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US Army Corps
"x
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C H
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S T
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IN
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A H
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D A
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N U
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H A
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S T
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T R
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T U .S
A R
M Y C
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P S O
F E
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IN
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W
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G T
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N O
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IN
A
D
A R
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IN
G T
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N U
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M
IN
G T
O N D
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T R
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T U .S
A R
M Y C
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P S O
F E
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N L
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IT
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C H
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C O
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IT
A T
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N N
O
W
H P
R
D E
C E
M B
E R
NTS
CS501
TOE DRAIN SYSTEM MANHOLE
NTS
CS501
TOE DRAIN SYSTEM CLEANOUT
SCDOT 57 STONE
A
CS502
A x 2
RIPRAP DETAIL
CS502
TOE DRAIN DETAIL
A x 2
GROUND
EXISTING
F J S
D -C
S .d g n
CS502
C
IV
IL
D
E T
A
IL
S
MATERIAL
EXISTING
EXCAVATE
VARIES
SCDOT CLASS VARIES
A x
CLASS D
A
B
C
D
E
0.75'
1.30'
1.80'
0.50'
2.25'
EXISTING GROUND
T O
E D
R A
IN
D
E T
A
IL
J
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D M
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T
A D
D E
D B
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T O
M W
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T
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F R
IP
R A
P T
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A M
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D M
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N O
T E F
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M D
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D R
A W
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D R
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N B
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D E
S
IG
N E
D B
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D E
S C
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M A
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T E
D B
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D A
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C H
E C
K E
D B
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IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
F O
R T J
A C
K S
O N S
O U
T H C
A R
O L
IN
A S
E M
M E
S L
A K
E D
A M
D A
M R
E C
O N
S T
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C T
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N
®of Engineers
US Army Corps
"x
S
IZ
E
C H
A R
L E
S T
O N S
O U
T H C
A R
O L
IN
A
A H
A G
O O
D A
V E
N U
E C
H A
R L E
S T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
W
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G T
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A R
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IN
A
D
A R
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IN
G T
O N A
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IN
G T
O N D
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T R
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T U .S
A R
M Y C
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C O
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IT
A T
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N N
O
W
H P
R
D E
C E
M B
E R
5'
3'
3' MIN.
4'
4'
1' TYP.
VARIES
FLOW
DOWNSTREAM
COMPACTED SUBGRADE (TYP.)
0 551015
SCALE: 1" = 5'
2.5
EXISTING GROUND
COMPACTED SUBGRADE (TYP.)
6" DIA. SLOTTED HDPE PIPE
ELEV. 210'
EMBANKMENT
AND 6" 57 STONE BEDDING
12" SCDOT CLASS A RIPRAP
BLANKET DRAIN
FILTER SAND MATERIAL
FILTER SAND TO RIPRAP
MIN. 3' COVER FROM SAND
DRAIN GRAVEL
NTS
NOTES:
ARE MINIMUM COMPACTED.
1) ALL THICKNESSES SHOWN
2) PAVEMENT SECTIONS ARE TO BE
MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557)
4" COMPACTED SCDOT GRADED AGGREGATE BASE COURSE
1 1/2" SCDOT SURFACE ASPHALT
1 1/2" SCDOT BINDER ASPHALT
MINIMUM UPPER 4" SUBGRADE COMPACTED TO 95%
ASPHALT CONCRETE WALKWAY DETAIL2
CS502
VERIFIED W/ CONTRACTING OFFICER
PRIOR TO CONSTRUCTION.
OR DESIGNATED REPRESENTATIVE
M E
N D
M E
N T
R E
V
IS
E D N
O T
E F
O R P
IE
Z O
M E
T E
R S
C R
E E
N
D E
T A
IL
/C
S
NTS
SEE NOTE
NTS
CS503
PIEZOMETER DETAIL
CS503
REFERENCE MONUMENT DETAIL
CS503
MONITORING POINT STRUCTURE INSERT DETAIL
BOTTOM OF BORING
BOTTOM OF LOWER CASING
GROUT
CONCRETE PAD
STANDUP COVER
STAINLESS STEEL
8"
HOLE
AUGER
" DIA.4
16-
SURFACE
FINISHED GROUND
D E
P T
H V
A R
IE
S
BENTONITE SEAL
3' MIN
SAND ABOVE SLOTTED PIPE
1' MIN
CAP ON BOTTOM OF PIPE
" SCH 80 PVC PIPE2
-11
" SCH 80 PVC2
-11
5' MIN. SCREEN
F J S
D -C
S .d g n
CS503
M
IS
C
D E
T A
IL
S
PROTECTIVE COVER
CENTERING DEVICE
FILLED W/ CONCRETE
10" DIA. STEEL PIPE
18" DIA. STEEL CASINGGROUND SURFACE
4' +/-
4'
2'
2'
J
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F
IL
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A M
E
F J -0
-1
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
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T
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N
A
M A
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S U
B M
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T E
D B
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D A
T E
C H
E C
K E
D B
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IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
F O
R T J
A C
K S
O N S
O U
T H C
A R
O L
IN
A S
E M
M E
S L
A K
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A M
D A
M R
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N
®of Engineers
US Army Corps
"x
S
IZ
E
C H
A R
L E
S T
O N S
O U
T H C
A R
O L
IN
A
A H
A G
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D A
V E
N U
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H A
R L E
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T U .S
A R
M Y C
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P S O
F E
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IN
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M Y C
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C H
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C O
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S O
L
IC
IT
A T
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N N
O
W
H P
R
D E
C E
M B
E R
4' ABOVE THE GROUND SURFACE.
AND EXTENDED FROM THE TOP OF THE FOOTING TO APPROXIMATELY
18"-DIAMETER STEEL PIPE SHALL BE PLACED OVER THE PEDESTAL
CENTER OF THE PEDESTAL. A PROTECTIVE COVER AND CASING OF
MINIMUM OF 20". A CENTERING DEVICE SHALL BE PLACED IN THE
ON 4" CENTERS EMBEDDED IN THE FOOTING AND PEDESTAL FOR A
BE ATTACHED TO THE FOOTING WITH FIVE #4 RIBBED REBAR PLACED
10" DIAMETER STEEL PIPE PEDESTAL FILLED WITH CONCRETE WILL
FOOTING SHALL BE CONSTRUCTED A WITH THICKNESS OF 2'. A
FOR A MONUMENT PEDESTAL IN SOIL, A 4" SQUARE CONCRETE
1. PEDESTAL IN SOIL:
NOTE:
/2
NON-SHRINK GROUT
1 .25" HEX x 2.5" LONG
STAINLESS STEEL INSERT
5/8" x 11 UNC THREAD
5/8" X 1.25"
DRILL AND TAP
CONCRETE STRUCTURE 2"
M
IN
NTS
CS504
STAFF GAUGE DETAIL
F J S
D -C
S .d g n
CS504
S T
A F F G
A U
G E D
E T
A
IL
S
9. ELEVATIONS ON STAFF GAGE SHALL BE FT NAVD88 ELEVATIONS.
J
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T A
F F G
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G E E
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D R
A W
IN
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D R
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D B
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D E
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D A
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C H
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K E
D B
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IS
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B
C
D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
F O
R T J
A C
K S
O N S
O U
T H C
A R
O L
IN
A S
E M
M E
S L
A K
E D
A M
D A
M R
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O N
S T
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N
®of Engineers
US Army Corps
"x
S
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C H
A R
L E
S T
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O U
T H C
A R
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IN
A
A H
A G
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D A
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N U
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H A
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T U .S
A R
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C H
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C O
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S O
L
IC
IT
A T
IO
N N
O
W
H P
R
D E
C E
M B
E R
N T
E R
L
IN
E O
F S
P
IL
L W
A Y
SCALE: 1" = 10'
SCALE IN FEET
10 20 3020 10 0
F
IL
E N
A M
E
F J -0
-1
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
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T E
D B
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D A
T E
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
F O
R T J
A C
K S
O N S
O U
T H C
A R
O L
IN
A S
E M
M E
S L
A K
E D
A M
D A
M R
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N
®of Engineers
US Army Corps
C H
A R
L E
S T
O N S
O U
T H C
A R
O L
IN
A C
O R
P S O
F E
N G
IN
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R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
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M
IN
G T
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A R
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A C
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U .S
A R
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N G
IN
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G .G
E D
M A
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G .G
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M A
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U N
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A N
A M
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D M
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T
N O
T E A
D D
E D H
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D W
A L L C
R A
S H R
A T
IN
G
SLAB ELEV 204.42'
S104
F J S
D -S
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C U
L V
E R
T S
P
IL
L W
A Y P
L A
N
SCALE 1"=10'
CULVERT SPILLWAY PLAN
F L
O W
SLAB ELEV 204.42'
OVERHEAD
PRE-FAB CULVERT
SLAB ELEV 203.58'
HEADWALL
HEADWALL
EDGE OF WALL)
(2' PAST BOTTOM
EDGE OF SLAB
A
S104
A
S104
2'
PREFABRICATED ARCH CULVERT
EXTERIOR WALL
PEDESTAL SEAT
SLAB
FOOTING
CONCRETE PEDESTAL
B
S104
B
S104
SCALE 1"=10'
A
S104
CULVERT SPILLWAY SECTION
'2
ROADWAY
PREFABRICATED ARCH CULVERT
PEDESTAL SEAT (ELEV 209.57')
CONCRETE MUDMAT
4" UNREINFORCED
FOOTING
CONCRETE PEDESTAL
B
SCALE 1"=10'
S104
2' SLAB
CAMBERED WALL
BOTTOM EDGE
6'
SLAB KEY
3' DEEP TRANSVERSE
SLAB ELEV 203.70'
SLAB ELEV 203.70'
EXTERIOR WALL (ELEV 223.00')
HEADWALL (ELEV 227.50')HEADWALL (ELEV 227.50')
2'1"
2'1" 1'9-1/2"
60'7"
'6
1'6"
1'10-13/16"
2'1" 2'1"
'7 -3 /1
1'9-1/2"
1'9-1/2"
1'6"
1' 9-1/2"
1'6"
(TYP.)
CONCRETE MUDMAT
4" UNREINFORCED
CULVERT SPILLWAY PROFILE
4' CHAIN LINK FENCE 4' CHAIN LINK FENCE
4' CHAIN LINK FENCE
4' CHAIN LINK FENCE
5' 1-13/16" PEDESTAL SEAT
19' HIGH EXTERIOR WALL
RATING.
SHALL HAVE A FHWA TL-2 CRASH
PREFABRICATED ARCH CULVERT AND
NOTE: HEADWALLS SHALL BE INTEGRAL WITH
FLOW
SCALE 1"=2.5'
SCALE 1"=2.5'
#5@12"
S112
S112
S112
S112
SCALE: 1" = 10'
SCALE IN FEET
10 20 3020 10 0
SCALE: 1" = 2.5'
SCALE IN FEET
2.5 5 7.55 2.5 0
F
IL
E N
A M
E
F J -0
-1
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
F O
R T J
A C
K S
O N S
O U
T H C
A R
O L
IN
A S
E M
M E
S L
A K
E D
A M
D A
M R
E C
O N
S T
R U
C T
IO
N
®of Engineers
US Army Corps
C H
A R
L E
S T
O N S
O U
T H C
A R
O L
IN
A C
O R
P S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A C
O R
P S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
"x
S
IZ
E
S112
5,6
S112
5,6
S112
5,6
S112
5,6
S111
1,2
1,2
S111
S111
1,2
1,2
S111
S112
3,4
S112
3,4
BOTTOM LAYER - SLAB REINFORCEMENT
TOP LAYER - SLAB REINFORCEMENT
9" PVC WATERSTOP
G .G
E D
M A
N
G .G
E D
M A
N
E .D
U N
L O
P
F .E
S C
L U
S A
D E
C E
M B
E R
W
H P
R
S O
L
IC
IT
A T
IO
N N
O
J
A N
A M
E N
D M
E N
T
A D
D E
D R
E B
A R T
O T
O P O
F E
N D W
A L L /S
1'6"
2'
'2 -1
/3
S111
F J S
D -S
.d g n
S H
E E
T O
F
S P
IL
L W
A Y R
E
IN
F O
R C
E M
E N
T
END WALL SECTION
S111
END WALL SECTION
S111
CONCRETE MUDMAT
4" UNREINFORCED
1'6" SLAB#5@12"
#7@7"
#7@12"
#7@7"
#7@12"
#7@12"
#10@12"
INTO SLAB
#10 DOWELS EXTEND
SPILLWAY PLAN
SCALE 1"=10'
NOT TO SCALE
NOT TO SCALE
#7@12"
#10@7"
#10@7"
CJ
3#10 EQ SPACED
3#10 EQ SPACED 3#10 EQ SPACED
SCALE 1"=2.5' SCALE 1"=2.5'
SCALE 1"=2.5'
SCALE 1"=2.5' SCALE 1"=2.5'
#7 DOWELS @ 12"
3#10 EQ SPACED
2#10 EQ SPACED
2#10 EQ SPACED
3#10 EQ SPACED
2#10 EQ SPACED
3#10 EQ SPACED
SCALE: 1" = 2.5'
SCALE IN FEET
2.5 5 7.55 2.5 0
F
IL
E N
A M
E
F J -0
-1
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
F O
R T J
A C
K S
O N S
O U
T H C
A R
O L
IN
A S
E M
M E
S L
A K
E D
A M
D A
M R
E C
O N
S T
R U
C T
IO
N
®of Engineers
US Army Corps
C H
A R
L E
S T
O N S
O U
T H C
A R
O L
IN
A C
O R
P S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A C
O R
P S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
"x
S
IZ
E
2'9"
CJ
WATERSTOP
9" PVC
CJ CJ
CJ
#11 DOWELS @ 6" #11 DOWELS @ 6"
WATERSTOP
9" PVC
WATERSTOP
9" PVC
CJ
'6
G .G
E D
M A
N
G .G
E D
M A
N
E .D
U N
L O
P
F .E
S C
L U
S A
D E
C E
M B
E R
D E
C E
M B
E R
C O
N T
R A
C T N
O
1" CHAMFER
#5@12"
J
A N
A M
E N
D M
E N
T
R E
V
IS
E D D
E T
A
IL
S /S
/S
/S
1" CHAMFER
#5@12"
S112
F J S
D -S
.d g n
S H
E E
T O
F
S P
IL
L W
A Y R
E
IN
F O
R C
E M
E N
T
CONCRETE MUDMAT
UNREINFORCED
1'6"
NOT SHOWN
SLAB REINFORCEMENT
NOT SHOWN
SILL REINFORCEMENT
DOWNSTREAM CUTOFF WALL SECTION SLAB CONSTRUCTION JOINT W/KEY DETAIL
1.5
NOT SHOWN
CONCRETE MUDMAT
S112
SLAB CONSTRUCTION JOINT W/KEY DETAIL
SLAB CONSTRUCTION JOINT W/KEY DETAIL
NOT SHOWN
CONCRETE MUDMAT
NOT SHOWN
CONCRETE MUDMAT
SLAB CONSTRUCTION JOINT W/KEY DETAIL
NOT SHOWN
CONCRETE MUDMAT
S112S112
S112
#7@12"
#7@6"
#7@12"
28" VERTICAL STEP
#10@12"
#7@6"
#7@12"
#7@12" #7@12"
#7@12"
#7@7"
#7@12" #7@12" #7@12"
#7@12"
#7@12"
#7@6"
1" CHAMFER
1" CHAMFER
1' 6" 1' 6" 1' 6"
1' 6"
2 2
CJ
9" PVC WATERSTOP
#5@12"
#10@6" #10@7" #10@6"
#11 REBAR @ 6"
#11 REBAR @ 12" #11 REBAR @ 6"
SCALE 1"=2.5'
CJ
S112
NOT SHOWN
CONCRETE MUDMAT
4 CONCRETE SILL REINFORCEMENT DETAIL
NOT SHOWN
SLAB REINFORCEMENT
3 #7 BARS EQ. SPACED
#11 DOWEL @6"
9" PVC WATERSTOP
S112
NOT SHOWN
REINFORCEMENT
CUTOFF WALL
NOT TO SCALE
SCALE 1"=2.5' SCALE 1"=10'
SCALE: 1" = 10'
SCALE IN FEET
10 20 3020 10 0
SCALE: 1" = 2.5'
SCALE IN FEET
2.5 5 7.55 2.5 0
F
IL
E N
A M
E
F J -0
-1
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S U
B M
IT
T E
D B
Y
D A
T E
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
F O
R T J
A C
K S
O N S
O U
T H C
A R
O L
IN
A S
E M
M E
S L
A K
E D
A M
D A
M R
E C
O N
S T
R U
C T
IO
N
®of Engineers
US Army Corps
C H
A R
L E
S T
O N S
O U
T H C
A R
O L
IN
A C
O R
P S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A C
O R
P S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
"x
S
IZ
E
20'8-3/8"
G .G
E D
M A
N
G .G
E D
M A
N
E .D
U N
L O
P
F .E
S C
L U
S A
D E
C E
M B
E R
W
H P
R
C O
N T
R A
C T N
O
J
A N
A M
E N
D M
E N
T
R E
V
IS
E D N
O T
E S F
R O
M P
V C T
O H
D P
E A
D
R
M O
V E
D T
R A
N S
IT
IO
N I
N D
E T
A
IL
/S
S302
3'
S301
F J S
D -S
.d g n
S H
E E
T O
F
D R
A
IN
A G
E P
L A
N
LABYRINTH WEIR PLAN
SCALE 1"=10'
S301
B
B
S301
S301
A
S301
A
S301
S301
A TYPICAL END WALL SECTION
NOTES
S301
1 DRAIN PIPE DETAIL
6"
S301
B LABYRINTH WEIR PROFILE
30'
PIPE
6" AIR VENT
S302
S302
S302
S302
CAST IN SLAB KEY
DRAIN (TYP.)
6" LONGITUDINAL
ANCHORS.
INTERFERENCE WITH SLAB KEYS AND FOUNDATION
2. DRAIN LOCATIONS ARE SPECIFIC AS TO AVOID
CLEANOUT LOCATIONS (FENCE AND GATES NOT SHOWN).
1. PROVIDE CHAIN LINK GATES AT ALL AIR VENT AND DRAIN
12'
33'4"
'1 -1
/1
33'4" 15'4"
'1
-7 /1
2'4"
'6
23'1-13/16" 55'8-17/32"
VENT PIPE (TYP.)
6" CLEANOUT ANDDRAIN (TYP.)
6" LATERAL
DRAIN (TYP.)
6" LONGITUDINAL
TOP OF SLAB
AIR VENT PIPE
6" HDPE SOLID
START SOLID PIPE
END SLOTTED PIPE,
45 DEG. 6" ELBOW (TYP.)
DRAIN STONE
4" CONCRETE MUDMAT
2-3" FILTER SAND
DRAIN PIPE
6" HDPE SLOTTED
LOCKABLE CAP
6"X6" HDPE TEE
6" HDPE AIR VENT
| CE105 |
| CE106 |
| CE206 |
| CG105 |
| CG106 |
| CG207 |
| CP103 |
| CP502 |
| CS104 |
| CS105 |
| CS106 |
| CS301 |
| CS302 |
| CS303 |
| CS305 |
| CS310 |
| CS311 |
| CS312 |
| CS313 |
| CS501 |
| CS503 |
| CS504 |
| S104 |
| S111 |
| S112 |
| S301 |
| CS502 |
File details come from the government source that posted it.