B.08.02 DMMA O-23_Plans_20210708.pdf
PDF 47 MB Posted
- Solicitation number
- W912EP21B0012
About this file
This document summarizes a federal contract solicitation for dredged material management and stormwater system modifications. The U.S. Army Corps of Engineers is seeking bids to construct a dredged material management area and modify an existing stormwater system in Martin County, Florida. Bids are due by August 19, 2021 under solicitation number W912EP21B0012. The work involves constructing containment dikes and decant water control structures for the management area, as well as modifying three stormwater ponds, replacing catch basins and manholes, and installing a control structure. The project value is estimated between $5-10 million and the period of performance is 365 calendar days from notice to proceed. A pre-bid conference will be held on July 28, 2021. This is a total small business set-aside and all responsible small businesses are encouraged to participate.
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B of Engineers
US Army Corps
GENERAL
SHEET TITLESHEET ID
ABBREVIATIONS AND REFERENCE SYMBOLOGY
PROJECT OVERVIEW
SURVEY
CIVIL
COVER AND SHEET INDEX
PLAN - DIKE CREST ALIGNMENT
DREDGED MATERIAL MANAGEMENT AREA O-23
OKEECHOBEE WATERWAY
JACKSONVILLE DISTRICT
MARTIN COUNTY, FLORIDA
G-01
G E
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C
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G-01
G-02
G-03
G-04
V-01
V-02 EXISTING UTILITIES AND DEMO PLAN
TOPOGRAPHIC SURVEY AND BORING LOCATIONS
STRUCTURAL
S-11
S-10
S-09
S-08
S-07
S-06
S-05
S-04
S-03
S-02
S-01
ALUMINUM GANGWAY - PLAN AND ELEVATION
ALUMINUM FLOATING DOCK - SECTIONS AND DETAILS
WEIR RETURN PIPE ANCHORAGE - SECTIONS AND DETAILS
WEIR FOUNDATION - SECTIONS AND DETAILS
EMERGENCY GATE - DETAILS
EMERGENCY GATE - SECTIONS
WEIR RISER FABRICATION - SECTIONS AND DETAILS
WEIR RISER FABRICATION - SECTIONS AND DETAILS
WEIR RISER SYSTEM - ELEVATIONS
WEIR RISER SYSTEM - PLANS
WEIR RISER SYSTEM - PLAN AND SECTION
G-05 PROPERTY BOUNDARY
C-07
C-06
C-05
C-04
C-03
C-02
C-01
36-INCH RCP - PLAN AND PROFILE
DIKE DETAILS
DETAIL - DITCH BOTTOM INLET TYPE E
WEIR - PLAN AND CROSS SECTION
DIKE CROSS SECTIONS
GRADING PLAN
SITE PLAN - PROPOSED DMMA O-23
SOLICITATION NO.:W912EP21B0012
S T A T E OF F L O R I D A
M A R T I N C O U N T Y
MANAGEMENT AREA O-23
DREDGED MATERIAL
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FULL SECTION
PARTIAL SECTION
DETAIL INDICATOR
M-511
DETAIL IDENTIFICATION
DRAWING WHERE SHOWN
OUT IN DETAIL
LOCATION CALLED
SMALL CONDITIONS DETAIL INDICATOR
S-203
F
SECTION IDENTIFICATION
SECTION TITLE
DRAWING WHERE CUT
M-102
SECTION IDENTIFICATION
DETAIL TITLE
DRAWING TAKEN FROM
DRAWINGS WHERE CUT
SECTION TITLE W/ MULTIPLE CALLOUTS
OBJECT REFERENCED
VIEWING PLANE
CUTTING PLANE LINE
DRAWING WHERE SHOWN
DETAIL IDENTIFICATION
DETAIL BOUNDRY
A-302
S-205
S-206
S-203
F
SECTION IDENTIFICATION
DRAWING WHERE SHOWN
T
S-706
OBJECT REFERENCED
S-506
J
SECTION IDENTIFICATION
DRAWING WHERE SHOWN
VIEWING PLANE
CUTTING PLANE LINE
S-506
J
REFERENCE SYMBOL KEY
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FITFIR
x
0.5
MW
ABBREVIATIONS
LEGEND
CENTERLINE DIKE
FOUND IRON ROD
POWER POLE
CONTROL MONUMENT (VERTICAL)
CONTROL MONUMENT (HORIZ. AND VERTICAL)
BOTTOM OF PERIMETER DITCH
PROPOSED DESIGN EXTERIOR
PROPOSED CONTOUR
EXISTING CONTOUR
EDGE OF DIKE
TOPOGRAPHIC SHOT
FALLS OFF SHEET
STABILIZED SHELLROCK ROAD
GRADING LEADER WITH ELEVATION
8.50
SOD SHOWN IN PROFILE - CROSS SECTION
SECURITY FENCE
MONITORING WELLS
BOUNDARY - PROPERTY LINE
EASEMENT LINE
DETAILSECTION
SECTION
EXTERIOR ELEVATION
F
A-201
F
A-201
REDUCED TO FIT
CONTRACTOR STAGING AND STOCKPILE AREA
DISCIPLINE DESIGNATOR
LEGEND - GEOTECHNICAL BORINGS
CORE BORING
IDENTIFIERCB-DMMAO23-17-01
VERT
TYP.
T
SYMM
SYM
STA.
SQ FT
SQ
SPEC
RP
RFI
REV
REQD
REF
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PROP
PROJ
PSI
PT
PI
P.I.
POE
PC
POB
OD
OC
OA
N.T.S.
NO. / #
NGS
NF
NAVD88
NAD83(90)
MIN
MAX
LRG
LF
LBS
L
IR
IPS
IP
INV
ID
HORZ
HDPE
GOVT
FT
FIR
FF
FDOT
ELEV
EL
EA
DWG
DMMA
DIA
DEG
CY
CUFT
CTR
CRSI
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CL
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AWG
ASTM
ANSI
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ACI
VERTICAL
TYPICAL
TANGENT LENGTH
SYMMETRICAL
SYMBOL
STATION
SQUARE FEET
SQUARE
SPECIFICATION
RADIUS POINT
REQUEST FOR INFORMATION
REVISION
REQUIRED
REFERENCE
RADIUS
PROPERTY
PROJECT
POUNDS PER SQUARE INCH
POINT OF TANGENT (END POINT OF CURVE)
POINT OF TANGENT INTERSECTION
POINT OF INTERSECTION
POINT OF END
POINT OF CURVE (BEGINNING POINT OF CURVE)
POINT OF BEGINNING
OUTSIDE DIAMETER
ON CENTER
OVERALL
NOT TO SCALE
NUMBER
NATIONAL GEODETIC SURVEY
NEAR FACE
NORTH AMERICAN VERTICAL DATUM OF 1988
NORTH AMERICAN DATUM OF 1983, 1990 RE-ADJUSTMENT
MINIMUM
MAXIMUM
LARGE
LINEAR FOOT
POUNDS
ANGLE
INSIDE RADIUS
IRON PIPE SIZE
IRON PIPE
INVERT
INSIDE DIAMETER
HORIZONTAL
HIGH DENSITY POLYETHYLENE
FEDERAL GOVERNMENT
FEET/FOOT
FOUND IRON ROD
FAR FACE
FLORIDA DEPARTMENT OF TRANSPORTATION
ELEVATION
ELEVATION
EACH
DRAWING
DREDGED MATERIAL MANAGEMENT AREA
DIAMETER
DEGREE
CUBIC YARD
CUBIC FEET
CENTER
CONCRETE REINFORCING STEEL INSTITUTE
CONCRETE
CENTERLINE
AMERICAN WATER WORKS ASSOCIATION
AMERICAN WIRE GAUGE
AMERICAN SOCIETY FOR TESTING AND MATERIALS
AMERICAN NATIONAL STANDARDS INSTITUTE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
AMERICAN CONCRETE INSTITUTE
S - STRUCTURAL
C - CIVIL
V - SURVEY/MAPPING
G - GENERAL
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LAKE
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ALABAMA
GEORGIA
TALLAHASSEE
PENSACOLA
JACKSONVILLE
ORLANDO
FT MYERS
MIAMI
TAMPA
KEY WESTN.T.S.
LOCATION MAP
OF WORK
LOCATION
CANAVERAL
ST LUCIE
ST AUGUSTINE
N
GAINESVILLE
FLORIDA
OCEAN
ATLANTIC
BEACH
WEST PALM
FT. LAUDERDALE
SURVEY CONTROL (USACE #17-084)
DESIGNATION PID NORTHING EASTING NAVD88
17-084-2
17-084-11
H 754
707 89 02 8 01
N/A
N/A
DO7610
DO7569
1,052,038.10
1,051,979.04
1,050,100 SC
1,048,330 SC
904,754.29
904,465.66
900,880 SC
897,520 SC
10.12
8.83
7.60
6.16
HORIZONTAL AND VERTICAL CONTROL POINT
VERTICAL CONTROL / TIDE CALIBRATION POINT
USE FOR HORIZONTAL CONTROL.
NOTE: "SC" INDICATES A SCALED HORIZONTAL POSITION; DO NOT
H 754
17-084-11
17-084-2
707 89 02 8 01
GENERAL NOTES:
SURVEY NOTES:
ST LUCIE RIVER
S T A T E O F F L O R I D A
M A R T I N C O U N T Y
3000'0 1500'
MANAGEMENT AREA O-23
DREDGED MATERIAL
N
PROJECT OVERVIEW - DMMA O-23
G E
N E
R
P R
O J E
C T O
V E
R V
IE
W
G-03
-D
M M
A -O
-G
I0 o v e rv ie w .d g n
C-01
DISTRICT FOR ACCESS AND STAGING AREAS SHOWN HEREIN.
COORDINATE WITH CONTRACTING OFFICER AND THE FLORIDA INLAND NAVIGATION
5. AT THE PRE-CONSTRUCTION CONFERENCE, THE CONTRACTOR SHALL
AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
4. DESIGN ELEVATIONS ARE IN U. S. SURVEY FEET AND REFERENCE THE NORTH
OF MEASURE IS U.S. SURVEY FOOT.
ADJUSTMENT OF THE NORTH AMERICAN DATUM OF 1983 (NAD83(90)). THE UNIT
COORDINATE SYSTEM, EAST ZONE (0901) AND ARE REFERENCED TO THE 1990
3. THE SPATIAL COORDINATES SHOWN HEREIN ARE IN THE FLORIDA STATE PLANE
FOR OR AFFECT THE PERFORMANCE OF CONSTRUCTION OF THIS PROJECT.
LOCATION OF ALL SUCH FEATURES THAT HE/SHE DETERMINES ARE NECESSARY
THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
OTHERWISE INDICATED. NOT ALL EXISTING STRUCTURES ARE INDICATED ON
INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY UNLESS
2. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE FOR
DESIGNED BY TAYLOR ENGINEERING. INC
THE MARTIN COUNTY BUSINESS PARK STORMWATER MODIFICATIONS WAS
WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS
CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION
1. DMMA O-23 WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE U.S. ARMY
CONDITIONS AT THAT TIME.
AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL
RESULTS OF FIELD WORK COMPLETED ON THE DATES SPECIFIED ABOVE
7. THE INFORMATION DEPICTED BY THIS SURVEY REPRESENTS THE
EACH TEMPORARY CONTROL POINT WAS ADJUSTED USING STARNET.
CLOSED DIGITAL LEVEL LOOP WAS COMPLETED. THE ELEVATION OF
TEMPORARY CONTROL POINTS WERE SET TO PERFORM THE SURVEY. A
TOTAL STATION AND RTK GPS UTILIZING TRIMBLE R6-4 RECEIVERS.
6. THE TOPOGRAPHIC SURVEY WAS COMPLETED WITH A LEICA ROBOTIC
MONUMENTS AND POSITIONS USED TO PERFORM THIS SURVEY.
5. REFER TO THE ACCOMPYING SURVEY CONTROL TABULATION FOR
USED TO CONTROL THE VERTICAL COMPONENT OF THE SURVEY.
SURVEY FEET. NGS BENCHMARKS WERE .S. U,DATUM OF 1988 (NAVD88)
4. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL
SURVEYS OPUS WEBSITE AND RTK OBSERVATIONS.
OBSERVATIONS AND PROCESSED THROUGH THE NATIONAL GEODETIC
COORDINATES ON SITE WERE ESTABLISHED FROM STATIC GPS
SYSTEM, FLORIDA EAST ZONE, US SURVEY FEET. THE HORIZONTAL
AMERICAN DATUM OF 1983 (2011), FLORIDA STATE PLANE COORDINATE
3. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH
2. DATA WAS COLLECTED BETWEEN THE DATES 20-27 APRIL 2017.
DEGROVE SURVEYORS, INC., JACKSONVILLE, FLORIDA.
FOR THE DMMA O-23, JENSEN BEACH, FLORIDA. PREPARED BY:
1. THE PURPOSE OF THIS SURVEY WAS TO OBTAIN TOPOGRAPHIC DATA
TOPOGRAPHIC SURVEY -- MARTIN COUNTY, FLORIDA
SURVEY NOTES FOR USACE PROJECT 17-084: DMMA O-23 -
N W F
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N W D
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O
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BLVD
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O
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OKEECHOBEE WATERWAY
(APPROX. LOCATION)
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POINT (X) EASTING (Y) NORTHINGSTATIONPOINT TYPE R L T
DIKE CREST CENTERLINE ALIGNMENT
905,054.95
905,091.04
905,149.34
905,047.49
905,141.88
905,011.55
904,803.13
904,849.31
904,682.20
904,600.39
904,680.51
904,569.71
904,259.32
904,357.11
904,213.47
904,177.91
904,192.30
904,110.18
904,063.14
903,995.42
903,996.67
904,220.62
904,154.14
904,251.35
1,051,703.70
1,051,609.37
1,051,739.64
1,051,723.30
1,051,759.24
1,051,817.69
1,051,877.22
1,051,755.91
1,051,830.06
1,051,803.14
1,051,834.38
1,051,883.48
1,052,058.35
1,051,802.29
1,051,788.11
1,051,706.92
1,051,791.71
1,051,759.92
1,051,560.27
1,051,613.27
1,051,505.71
1,051,368.39
1,051,313.83
1,051,288.07
RP
PT
PC
RP
PT
PC
RP
PT
PC
RP
PT
PC
RP
PT
PC
RP
PT
PC
RP
PT
PC
RP
PT
PC
19+99.29
18+40.80
18+19.83
16+61.18
14+87.58
12+84.74
12+80.10
11+45.62
9+18.04
7+71.98
7+50.51
6+58.06
4+71.85
3+55.63
1+07.41
0+00
86 107.41 61.98
86 116.21 68.93
86 92.45 51.26
274.1 146.06 74.81
86 134.48 85.4
129.8 202.84 128.75
158.65 101
158.49 100.84
FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))
POINT (X) EASTING (Y) NORTHING
FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))
905069.60
905062.33
905015.54
905022.90
904616.71
904608.12
904368.89
904377.48
903976.39
903967.44
904120.71
904129.67
1051665.41
1051705.62
1051670.88
1051647.54
1051511.39
1051523.69
1051356.66
1051344.36
1051445.94
1051433.91
1051319.80
1051331.83
MISCELLANEOUS POINTS
31 32
TOE OF DIKE
DMMA O-23
LINE
PROPERTY
PERIM
ETE
R R
OAD
CENTERLINE
WARNER CREEK
1+
2+
3+
4+00
5+00
6+00
13+00
0 18+00
19+0
1 PC
2 PT
3 RP
4 PC
5 PT
6 RP
7 PC
8 PT
9 RP
10 PC
11 PT
12 RP
13 PC
14 PT
15 RP
16 PC
17 PT
18 RP
19 PC
20 PT
21 RP
22 PC
23 PT
24 RP
U P R
A M P
MARTIN COUNTY BUSINESS PARK, LTD.
FL
ORID
A E
AST C
OAST R
AIL
ROAD (
' R /W
W/
R '
1(
D A
O R
H A
N N
A V
A S .
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N
D
A O
R E
T A
T S
4'
33 36
100'
D O
W N R
AM
P
TOP OF DIKE
N
80' 160'0
PLAN - PROPOSED DIKE CREST ALIGNMENT- DMMA O-23
G-04
G E
N E
R
D
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S T A
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LINE
PROPERTY
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S6 9°0
5'5 5.0
6"W453 .85 ' N
°1
'2 .1 "W
.9
S6 9°0
9'2 1.0
2"W428 .76
S '2
.2
"E
S89°50'07.4"W
S6 9°0
9'2 1.0
2"W73.
86'
S89°53'39.19"E
S '2
.2
"E
S6 9°0
3'3 8.1
9"W
N69° 03'
38.
19"
E127 5.2
9'
N69° 03'
38.
19"
E
N °2
'3 .5 "W
113.13'
.5
539.67'
.0
.78
.21
.1
DMMA O-23
100'
A PROPERTY BOUNDARY SURVEY
THE BOUNDARY LINES SHOWN ARE NOT FROM
NOTE
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SANITARY MANHOLE
DRAINAGE MANHOLE
SOUTHERN BELL BOX
ELECTRIC BOX
POWERPOLE
CABLE TV BOX
MAIL OR PAPERBOX
LIGHT POLE
SIGN
CONCRETE POWER POLE
PVC PIPE
STEEL OR WOOD POST
LEGEND
WATER VALVE
SANITARY VALVE
SV
6' CHAIN LINK FENCE
OVERHEAD UTILITIES
6' CHAIN LINK FENCE
WITH BARBED WIRE
W
WV
DY
H
WV
WV
WV
DY
H
OS
W
OS
C
OS
C
C S O
S
DIR
T T
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D
IR
T T
R A
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DIR
T T
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D
IR
T T
R A
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MARTIN COUNTY BUSINESS PARK, LTD.
W/
R '
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D A
O R
H A
N N
A V
A S .
E.
N
D
A O
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T A
T S
FL
ORID
A E
AST C
OAST R
AIL
ROAD (
' R /W
7 7
0 1
10 10
11 11
G A T E
GATE
G A
T E
C O
N C
R E T E
W
L K
C O
N C R E
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C O
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V A
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E A
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V A
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N H
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S A
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IT
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ELEVATION = 8.826
EASTING = 904465.662
NORTHING = 1051979.044
U.S.A.C.E. DISK IN CONCRETE
CONTROL POINT 17-084-11
ELEVATION = 10.122
EASTING = 904754.286
NORTHING = 1052038.099
U.S.A.C.E. DISK IN CONCRETE
CONTROL POINT 17-084-2
SV
WM
WM
SV
WV
CUP
CUP
CUP
S
CUP
CUP
CUP
CUP
CUP
SV
SV
CUP
SV
SV
CUP
WUP
SV
S
SV
SV
CUP
CB-DMMAO23-17-09
CB-DMMAO23-17-01
CB-DMMAO23-17-07 CB-DMMAO23-17-06
CB-DMMAO23-17-05
CB-DMMAO23-17-08
CB-DMMAO23-17-04
CB-DMMAO23-17-03
CB-DMMAO23-17-02
W A
R N
E R C
R E E
K
N
PLAN - EXISTING SITE CONDITIONS - DMMA O-23
80' 160'0
LINE
PROPERTY
LIFT STATION
SANITARY
DMMA O-23
V-01
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LOW CLEARANCE BRIDGE
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SSWR
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W R
SS
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SS
WR
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W R
S S
W R
S S
W R
S S
W R
S S
W R
S S
W R
S S
W R
S S
W R
S S
W
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WR
SS
WR
S S
W R
SS
WR
SS
WR
SS
WR
SS
WR
S S
W R
S S
W R
SS
WR
SS
WR
S S
W R
S S
W R
S S
W R
S S
W R
S S
W R
S S
W R
S S
W R
S S
W R
S S
W R
S S
W R
S S
W R
S S
W R
S S
W R
S S
W R
S S
W R
S S
W R
SS
W
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S S
W R
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W R
S S
W R
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W R
SSWR SSWR SSWR
SS
WR
S S
W R
S S
W R
S S
W R
W A
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R E E
K
SANITARY FITTING
FIRE HYDRANT
LEGEND:
WATER VALVE
WATER WELL
SANITARY JUNCTION BOX
W
W
W
W W
W
W
W
W
W
W
6' CHAIN LINK FENCE
W WATERLINE
SSWR SANITARY SEWER LINE
160'0 80'
N
UTILITY EASEMENT
EXISTING CATCH BASIN
LINE
PROPERTY
UTILITY SOFT DIG
POND
EXISTING STORM WATER
PROPOSED DMMA O-23 PLAN WITH EXISTING UTILITIES
DMMA O-23
POWERPOLE
ELECTRIC BOX
CONCRETE POWER POLE
V-02
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SANITARY LIFT
SEE NOTE
NOTE
SEE NOTE 1
SEE NOTE 1
2. POWER LINE IS DISCONNECTED. ONLY THE POLE IS TO BE REMOVED.
TO RELATES TO PAYMENT ITEMS.
MODIFCATION PLANS FOR THE LIMITS OF DEMOLITION AS IT
1. REFER TO THE MARTIN COUNTY BUSINSESS PARK STORMWATER
MONITORING WELLMW
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S S
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W R
S S
W R
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W R
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W R
S S
W R
S S
W R
SS
W
R
S S
W R
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W R
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AM
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INV: -1.0
FDOT INDEX 272
36" MES
SLO
PE
1:
2.
SWALE
PERIMETER
TOE OF
STRUCTURE
WEIR
EL.= -1.0'
TOE OF DIKE
PERIM
ETE
R R
OAD
1+
2+
3+
4+00
5+00
6+00
13+00
0 18+00
19+0
1+
2+
3+
4+50
5+50
6+50
12+50
18+50
+5
LINE
PROPERTY
LIFT STATION
SANITARY
CENTERLINE
WARNER CREEK
LINING
DITCH
1V : 3H(TY
P
36" RCP
INV: -1.0
FDOT INDEX 272
36" MES
C-0
B
C-0
B
C-0
A
DMMA O-23
MARTIN COUNTY BUSINESS PARK, LTD.
FL
ORID
A E
AST C
OAST R
AIL
ROAD (
' R /W
W/
R '
1(
D A
O R
H A
N N
A V
A S .
E.
N
D
A O
R E
T A
T S
C-0
A1
4'
WITH BARBED WIRE
6' CHAIN LINK FENCE
INV: -1.19
FDOT INDEX 272
36" MES
SEE SHEET C-05
PIPE INV. -1.0
ORIFICE EL. 1.25
WEIR EL. 2.5
DITCH BOTTOM INLET TYPE E
FDOT INDEX 232TYPE E INLET MODIFIED STRUCTURE
SEE SHEET C-07
36" RCP
100'
UTILITY AS-BUILT
SHEETS FOR
SEE RESOURCES
SLO
PE 1:13.5
GRUBBING
CLEARING AND
LIMITS OF DMMA
GRUBBING
CLEARING AND
LIMITS OF DMMA
'U
P R
AM
P
S
IT
E E
N T R
A N
C E
SWALE
PERIMETER
TOP OF
EL.= 22.5'
TOP OF DIKE
N
PLAN - PROPOSED DIKE - DMMA O-23
80' 160'0 C-01
C
IV
IL
P R
O P
O S
E D D
M M
A O -2
S
IT
E P
L A
N
-D
M M
A O
-C
P la n .d g n
STAGING AREA
SHEET GENERAL NOTES
REPAIRED AT NO COST TO THE GOVERNMENT.
1. CONTRACTOR TO SAFELY UTILIZE GATE. ANY DAMAGES TO BE
(SEE NOTE 1)
ENTRANCE GATE
EXISTING
POINT (X) EASTING (Y) NORTHING
COORDINATES
STAGING AREA
1 2
904,084.44
904,311.91
904,300.18
904,215.52
PLANE COORDINATES (NAD83(90))
FLORIDA EAST ZONE
1,051,931.89
1,051,931.89
1,052,263.01
1,052,265.27
DOUBLE SWING GATE
PROPOSED 8-FOOT WIDE
DOUBLE SWING GATE
PROPOSED 8-FOOT WIDE
Y=1051976
X=904976
POST
Y=1051973
X=904969
POST
Y=1052055
X=904662
POST
Y=1052052
X=904654
POST
7 7
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10 10
11 11
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SANITARY
WITH BARBED WIRE
6' CHAIN LINK FENCE
CENTERLINE
WARNER CREEK
MARTIN COUNTY BUSINESS PARK, LTD.
FL
ORID
A E
AST C
OAST R
AIL
ROAD (
' R /W
W/
R '
1(
D A
O R
H A
N N
A V
A S .
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N
D
A O
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T A
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(TY
P
1V : 3H
COMPLETED
REINSTALL FENCE ONCE CONSTRUCTION IS
FENCE DURING CONSTRUCTION, AND MUST
CONTRACTOR CAN TEMPORARILY REMOVE
0 0
SWALE
PERIMETER
TOP OF
U P R
AM
P
S
IT
E E
N T R
A N
C E
TOP OF DIKE
N
80' 160'0
C
IV
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-D
M M
A O
-C
P la n .d g n
C-02
G
A D
IN
G P
L A
N
GRADING PLAN
NOTE:
EXPENSE.
AN APPROVED FACILITY AT THE CONTRACTOR'S
HAUL OFF EXCESS MATERIAL AND DISPOSE OF AT
IF EXCESS MATERIAL EXISTS, CONTRACTOR WILL
C-03
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-D
M M
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-C
P ro fi le s .d g n
D
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S S S
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N S
10' 20'050' 100'0
HORIZONTAL VERTICAL
-10
E L E
V A
T
IO
N I
N F
E E
T
0 100 200 300 400 500 600 700 800
-10
E L E
V A
T
IO
N I
N F
E E
T
800 900 1000 1100 1200 1300 1400 1500 1600
M A
T C
H L
IN
E A
T
M A
T C
H L
IN
E A
T
EARTHEN BENCH
WEIR STRUCTURE
PROPOSED
GROUND
EXISTING
GROUND
EXISTING
15'20'
RAMP
SLOPE 2%
PERIMETER DIKE
PROPOSED
3'
20'15'
PERIMETER DIKE
PROPOSED 3
3'
ROAD
PERIMETER
C-01
DMMA O-23 - TYPICAL DIKE SECTIONB
EL. = -1.0'
EL. = 22.5'
EL. = -1.0'
EL. = 8.0'
EL. = -1.0'EL. = -1.0'
EL. = 22.5'
EL. = 8.0'
ROAD
PERIMETER
-10 E
L E
V A
T
IO
N I
N F
E E
T
-10
E L E
V A
T
IO
N I
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E E
T
0 100 200 300 400 500
EL. = -1.0' EL. = -1.0'
EL. = 22.5'
EL. = 8.0'
SOD LIMITS
(TYP.)
15'
3'
GROUND
EXISTING
PERIMETER DIKE
PROPOSED
SEE DETAIL B ON SHEET C-06
DRAINAGE BLANKET
ROAD
PERIMETER
SWALE
PERIMETER
PROPOSED
20'
10' 20'025' 50'0
HORIZONTAL VERTICAL
C-01
TYPICAL DIKE SECTION
SHEET C-06
SEE DETAIL B ON
DRAINAGE BLANKET
SWALE
PERIMETER
PROPOSED
SWALE
PERIMETER
PROPOSED
SHEET C-06
SEE DETAIL B ON
DRAINAGE BLANKET
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10' 20'010' 20'0
PLAN - WEIR
C-04
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CROSS SECTION - WEIR
10' 20'0
P L
A N A
N D C
R O
S S S
E C
T
IO
N
W E
IR
Y=1051544.27
X=905119.59
Y=1051524.02
X=905066.66
Y=1051497.31
X=905137.58
Y=1051477.24
X=905084.58
-2
-4
-6
-8
-10
-12
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E L E
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0 10 20 30 40 50 60 70 80 90 100 110 120 130-10-20-30-40-50-60-70-80-90-100-110-120-130-140
20+24
-2
-4
-6
-8
-10
-12
-14
E L E
V A
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IO
N I
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(N
A V
D
CL
ELEV. 22.5
STEEL BOX WEIR STRUCTURE
ALUMINUM FLOATING DOCK
WEIR CREST ELEV. 20.0
PIPE INV. 1.86
STABILIZED SHELLROCK PERIMETER ROAD
ELEV. 8.00
ENCASE 53 LF OF 18" THICK COARSE FILTER MATERAL ON ALL SIDES
2' THICK RIPRAP
9" THICK BEDDING STONE
(2) 154 LF - 30"ID HDPE PIPES @ 2.0% SLOPE
WEIR PAD ELEV. 5.00
ELEV. -1.0
CONCRETE FOUNDATION
PIPE ANCHORAGE
GRADED EARTHEN BENCH
END CONNECTOR - PIPE INV. 5.06
ALUMINUM GANGWAY
FOLD EDGES INTO RIPRAP
FIELD FIT AS NECESSARY
GEOTEXTILE UNDERLAYMENT
20+50
20+00
5.5'5.5'
' 1
.5
.5
.4
60' 25.9' 18'
23' R
5' R
5' R
23' R
67'
STA. 20+24.31
154 LF - 30"ID HDPE PIPES @ 2.0% SLOPE
154 LF - 30"ID HDPE PIPES @ 2.0% SLOPE 3'
ALUMINUM GANGWAY
PIPE ANCHORAGE
END CONNECTOR
STRUCTURE
STEEL BOX WEIR
FLOATING DOCK
ALUMINUM
STRUCTURE
STEEL BOX WEIR
BENCH
EARTHEN
GRADED
FOUNDATION
CONCRETE
STA. 20+07.25
STA. 20+11.25
FOUNDATION
SUPPORT
GANGWAY
4'x12'
FOUNDATION
SUPPORT
GANGWAY
4'X12'
AND EMBEDMENT
1-FOOT UPSLOPE
WRAP GEOTEXTILE
INV. -1.0
PERIMETER DITCH
FLAT BOTTOM
AND EMBEDMENT
1-FOOT UPSLOPE
WRAP GEOTEXTILE
CL
INTERIOR SIDE OF STRUCTURE
S20°55'16.63"E
Y=1051668.15
X=905041.78
WORK POINT
EARTHEN BENCH TOE
OF BANK
EARTHEN BENCH TOP
DIKE TOE
FOR CLARITY
DRAINAGE BLANKET NOT SHOWN
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(in.²/ft.)
AREA
DEPTH
WALL
M A
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W A
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36" RCP
36" RCP
1'-3" 1'-3"
BAND
BAND
SCHEDULES (TABLE 3)
HORIZONTAL WALL REINFORCING
SEE INDEX 201
EYEBOLTS
(SEE TABLE 3)
HORIZ. WALL REINF.
#4 BARS @ 12" CTRS.
(SHORT BARS)
#4 BARS @ 10" CTRS.
GRATE
PLAN
SECTION
TYPE E
WWF
MAX. SPACING
BARS
SCHEDULE
0'-5'
0'-7.5'
7.5'-10'
10'-15'
A12
A6
C6.5
0.20
0.20
0.24
0.37
12"
6"
"2
8"
5"
5"
6"
"2 15B5.5
4'-6" Wall - 36" Pipe
3'-0" Wall - 24" Pipe
Recommended Maximum Pipe Size:
6"
8"
"4
PRECAST
C-I-P
6"
8"
PRECAST
C-I-P
3" Cl.
C l.
" PRECAST4
" C-I-P4
" PRECAST4
" C-I-P4
"4
PRECAST
C-I-P
6"
8"
6"
8"
SECTION
P R
E C
A S
T
C -I -P
22 Bars
21 Spaces
TYPE E
APPROX. WEIGHT 215 LBS.
"4
1BANDS 2" X
"16 3" X 4
1RETICULINE BARS 1
"4
1STRAIGHT BARS 2" X
LOCATION REFERENCE
CENTER OF BOX
INV -1.0
NOT TO SCALE
FDOT INDEX 232 (MODIFIED)
FDOT INDEX 232 (MODIFIED) FDOT INDEX 232 (MODIFIED)
GALVANIZED AFTER FABRICATION
STEEL GRATE HOT DIPPED
5'-0" PRECAST
5'-4" C-I-P
4'-0"
4'-0"
SLOT INV. 3.0
5'-6"
5'-6"
3'-0"
5'-0" PRECAST
5'-4" C-I-P
4'-0"
TOP 4.0
WEIR INV. 3.0
BOT. -2.0
INV. -1.0
P
R E
C A
S T
C -I -P
"16 55'-5
W E
IR
WEIR
ORIFICE EL. 1.3
6-INCH PVC
6-INCH PVC
C-06
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15'
2%
DETERMINED BY MODIFIED PROCTOR
COMPACT TO 98% MAXIMUM DENSITY AS
SHELLROCK STABILIZATION MINIMUM LBR=100,
ELEV 8.0'
MIN. 15'
2'
FULL THICKNESS MIN. 7'
DIKE SLOPE
16'
DETERMINED BY MODIFIED PROCTOR
COMPACT TO 98% MAXIMUM DENSITY AS
SHELLROCK STABILIZATION MINIMUM LBR=100,
2'2'
2%
ALONG DMMA PERIMETER ROAD)
GRASS (SOD TO BE APPLIED
ALONG DMMA PERIMETER ROAD)
GRASS (SOD TO BE APPLIED
ELEV 8.0'
OUTSIDE TOE OF DIKE
ELEV 7.6'
TOP OF PERIMETER DITCH
0 3' 6'1.5' 0 3' 6'1.5'
0 3' 6'1.5'
PERIMETER ROAD TYPICAL SECTION DETAIL
B
DIKE RAMP STABILIZATION DETAIL DRAINAGE BLANKET INSTALLED ON GRADE AT TOE
12" THICK FILTER GRAVEL
OF DRAINAGE BLANKET
EXTEND FILTER GRAVEL ABOVE FACE
FILTER GRAVEL
FILTER SAND
NOT SHOWN FOR CLARITY
FROM DETAIL B
FILTER GRAVEL
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
E L E
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EXISTING GRADE
36 INCH DIA. RCP
BOTTOM INLET
FDOT DITCH
SWALE
PERIMETER
CREEK
WARNER
6" SANITARY FORCE MAIN
EXISTING
APPROX. 3.5 FT
PROPOSED FILL
INV: -1.0
FDOT INDEX 272
36" MES
N
S S
W R
S S
W R
PLAN - 36-INCH RCP
36" RCP
6" SANITARY FORCE MAIN
EXISTING
PIPE INV. -1.0
PIPE INV. -1.0
WEIR INV. 3.0
DITCH BOTTOM INLET TYPE E
FDOT INDEX 232TYPE E INLET MODIFIED STRUCTURE
10' 20'0
INV: -1.0
FDOT INDEX 272
36" MES
INV: -1.0
FDOT INDEX 272
36" MES
36" RCP
W A
R N
E R C
R E
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WITH BARBED WIRE
6' CHAIN LINK FENCE
C-07
C
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C P
P L
A N A
N D P
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HORIZONTAL VERTICAL
10' 20'0 10' 20'0
PIPE INV. -1.0
-D
M M
A O
-C
F D
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PROFILE - 36-INCH RCP
INV: -1.19
FDOT INDEX 272
36" MES
SLOPE 0.1%
C-07
A1
C-07
GENERAL SHEET NOTES
PIPE ANCHORAGE
FLOATING DOCK
ALUMINUM
STRUCTURE
STEEL BOX WEIR
BENCH
EARTHEN
GRADED
FOUNDATION
CONCRETE
WEIR CREST EL 20.0
2 - 30" ID HDPE PIPES
PERIMETER DITCH
C BERML C WEIRL
FOUNDATION
SUPPORT
GANGWAY
12'-0"
THE WEIR RISER IS NOT IMPEDED.
FRONT OF ANY RISER FACE TO ENSURE FLOW INTO
7. DOCK FLOATS SHALL NOT BE PLACED DIRECTLY IN
DOCK DOES NOT AFFECT THE WEIR FUNCTION.
6. CONTRACTOR SHALL ENSURE FUNCTION OF FLOATING
DOCK TO ENSURE THERE ARE NO CONFLICTS.
TO FABRICATION AND CONSTRUCTION OF FLOATING
INCLUDING RUB GUIDE WITH DOCK FABRICATOR PRIOR
5. CONTRACTOR SHALL VERIFY DIMENSIONS OF WEIR
NOT DAMAGE THE FLOATS.
FLOATING DOCK MANUFACTURER TO ENSURE IT WILL
SUPPORT TO THE FLOATS AND BE APPROVED BY THE
FLOATING DOCK , THEN IT SHALL PROVIDE UNIFORM
BOUYANT. IF THE SUPPORT SYSTEM IS NOT FIXED TO THE
THE SLAB, FIXED TO THE FLOATING DOCK OR NEGATIVELY
ANY TIME. THE SUPPORT SYSTEM SHALL BE FIXED TO
CONTACT WITH OR REST ON THE DISCHARGE PIPES AT
ENSURES THAT FLOATING DOCK DOES NOT COME IN
MAINTAINS IT IN A STABLE, LEVEL CONDITION AND
ACCORDANCE WITH SPECIFICATION 05 50 13 THAT
SUPPORT SYSTEM FOR THE FLOATING DOCK IN
4. CONTRACTOR SHALL DESIGN AND CONSTRUCT A
AND DETAILS.
AND DWG S-11 FOR CONCEPTUAL GANGWAY SECTIONS
FLOATING DOCK CONCEPTUAL SECTIONS AND DETAILS
05 50 13 FOR DESIGN REQUIREMENTS, SEE DWG S-10 FOR
FLOATING DOCK AND GANGWAY, SEE SPECIFICATION
3. CONTRACTOR SHALL PROVIDE DESIGNS FOR ALUMINUM
CONNECTIONS AND PIPE ANCHORAGE.
2. CONTRACTOR SHALL FIELD FIT PIPE JOINTS, WEIR
AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
1. ELEVATIONS ON THIS DRAWING ARE TO THE NORTH
FLOW
EL 8.0
EL 5.0
EL 22.5
A1 0 8'4' 16'
S-01
T
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U R
A L
W E
IR
R
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Y S
T E
M
P L
A N A
N D S
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B
IL
B A
O
M T
A B
L A
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M P
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IF
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/2
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SECTION - WEIR RISER SYSTEM
0 8'4' 16'E1
PLAN - WEIR RISER SYSTEM
D M
M A O -2
S -1
.D
G N
FOUNDATION
SUPPORT
GANGWAY
30" ID HDPE PIPE
30" ID HDPE PIPE
C PIPESL
(TYP)
PIPE ANCHORAGE FOUNDATION
CONCRETE
DOCK
FLOATING
C WEIRLC BERML
PERIMETER ROAD
ROAD
PERIMETER
GRATE
OUTFAL
INV EL 1.86
CIVIL DRAWINGS
REFER TO
INV EL 5.06
67'-0"
51'-0"
67'-0"
(SEE NOTE 3)
ALUMINUM GANGWAY
(SEE NOTE 3)
ALUMINUM GANGWAY
3'-0" 9'-0"
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0 8'4' 16'
0 8'4' 16'E1
P L
A N
S
A1
PLAN - CONCEPTUAL FLOATING DOCK AND ALUMINUM GANGWAY
PLAN - WEIR RISER FOUNDATION
D M
M A O -2
S -1
.D
G N
FOUNDATION
SUPPORT
GANGWAY
30" ID HDPE PIPE
30" ID HDPE PIPE
DOCK
FLOATING
C WEIRLC BERML
PERIMETER ROAD
13'-10"
4'-0"5'-10"4'-0"
PERIMETER ROAD
30" ID HDPE PIPE
30" ID HDPE PIPE
FOUNDATION
SUPPORT
GANGWAY
(TYP)
BASE PLATE
WEIR RISER
FOUNDATION
WEIR
3'-0"5'-0"3'-0"
52'-6"
DETAIL SHOWN ON DWG S-09
ANCHORAGE - REINFORCEMENT
ANCHOR PIPES TO SLAB PER PIPE
60'-0"
51'-0" 10'-6"
C BERML C WEIRL
12'-0" 11'-0"
(SEE NOTE 3, S-01)
ALUMINUM GANGWAY
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4 SIDES
TYP
EL 20.0
SECTION
TOP OF RISER
EL 13.0
EL 20.0
SECTION
TOP OF RISER
EL 20.0
SECTION
TOP OF RISER
EL 13.0 EL 13.0
4 SIDES
TYP / SIM
NF
FF
FF
NF
FF = FAR FACE
NF = NEAR FACE
EL 5.0
PLATE
BOTTOM OF
EL 5.0
PLATE
BOTTOM OF
EL 5.0
PLATE
BOTTOM OF
NOTE: GATE NOT SHOWN FOR CLARITYNOTE: GATE NOT SHOWN FOR CLARITY
S-03
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2'0 1' 4' 2'0 1' 4' 2'0 1' 4'
WEIR RISER FRONT ELEVATION WEIR RISER TYPICAL SIDE ELEVATION WEIR RISER BACK ELEVATION
D M
M A O -2
S -1
.D
G N
S-10
D6
S-04
C8
S-04
C1
S-04
C5
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FAB - MO/YR
(TYP) (TYP)
C5 x 9 (TYP)
3/4" PLATE
C5 x 9 (TYP)
C5 x 9 (TYP)
C5 x 9 (TYP) C5 x 9 (TYP)
3/4" PLATE
8""2
(TYP) (TYP)
8""2
8""2
(TYP)(TYP)
(TYP ALL DIAGONALS)
"16 5"x2
1"x22
1HSS 2
EL 13.0
RISER SECTION
TOP OF
LINE
42" DIA CENTER
SPACED ALONG
HOLES, EQUALLY
(14) 1 3/8" DIA
(TYP)
C5x9
DATE (WELD BEAD)
SPILLWAY FABRICATION
EL 13.0
RISER SECTION
TOP OF
EL 20.0
RISER SECTION
TOP OF
DATE (WELD BEAD)
SPILLWAY FABRICATION
TO FIT
GRIND CORNER
(TYP)
C5 x 9
(TYP)
C5 x 9
WATER TIGHT
WELD TO ENSURE
FILL GAPS WITH
COPE TO FIT AND
(TYP ALL DIAGONALS)
"16 5"x2
1"x22
1HSS 2
DIAGONALS)
(TYP ALL
"16 5"x2
"x2
1HSS 2
DIAGONALS)
(TYP ALL
"16 5"x2
"x2
1HSS 2
FAB - MO/YR
(TYP ALL DIAGONALS)
"16 5"x2
1"x 22
1HSS 2
HOLE
NOTE: MITER SECTIONS TO FIT
TYP
1/4
1/4
TYP 1/4
1/4
TYP
1/4
1/4
TYP
TYP
1/4
TYP
1/4
1/4
TYP
TYP
1/4
1/4
NOTE: MITER SECTIONS TO FIT
2 SIDES
TYP
"2 12'-0
(TYP ALL DIAGONALS)
"16 5"x2
1"x 22
1HSS 2
NF
FF NF
FF
PLATE
"4
FF = FAR FACE
NF = NEAR FACE
FF = FAR FACE
NF = NEAR FACE
30" D
IA
H
O
LE
COPE PLATE
3/4" PLATE
TO FIT
3/4" PLATE, COPE
CJP
TYP
1/4
CJP
CJP
NOTE: GATE NOT SHOWN FOR CLARITY
HOLES (TYP)
" Ø BOLT16
HOLES (TYP)
" Ø BOLT16
HOLES (TYP)
" Ø BOLT16
EL 13.0
SECTION
BOTTOM RISER
NOTE: CONTRACTOR TO COORDINATE HOLE DIMENSION, NUMBER, AND PATTERN WITH HDPE MANUFACTURER
EL 5.0
OF PLATE
BOTTOM
EL 5.0
OF PLATE
BOTTOM
NOTE: VERTICAL CHANNELS NOT SHOWN FOR CLARITY
T
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B A
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A B
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M P
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N
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S -1
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N S A
N D D
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A
IL
C5
C8
C1
A1 A3
A5
HORIZONTAL CHANNELS
A7
A9
TYPICAL
CORNER SECTION TYPICAL SECTION
TYPICAL SECTION
TYPICAL SECTION
TYPICAL SECTION
INSIDE CHANNELS ONLY
0 1' 2'6" 0 1' 2'6" 0 1' 2'6" 0 1' 2'6" 0 1' 2'6"
0 1' 2'6"0 1' 2'6"0 1' 2'6"
FRONT ELEVATION (LOWER SECTION) BACK ELEVATION SIMILAR SIDE ELEVATION (LOWER SECTION) SIDE ELEVATION (7' SECTION) FOUR SIDES SIMILAR
S-06
A1
S-06
A4
S-04
C5
S-06
A1
S-04
A5
S-04
A3
S-05
A7
S-05
E1
S-05
E6
S-05
A4
S-04
A1
S-05
E4
S-04
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4½"
(TYP) (TYP)
C5 x 9 (TYP)
8"
4'-11"
C5 x 9 (TYP)
4'-11"
4'-1"
C5 x 9 (TYP)
4'-11"
4'-1"
T Y
P A
L L S
ID
E S
/2
(T Y
P
(T Y
P
1' 0"1' 0"
1" TYP
1" TYP
SEE NOTE 4
(24) 9/16" DIA HOLES (TYP)
(TYP)
" DIA OVERSIZED HOLES4
1(16) 1
" BASE PLATE WITH4
360" X 60" X
4'-1" 4'-1"
/2
/2
4 1/2"
/2
1"
THROUGH BOLT
WITH 1/2" DIA
5/8" DIA HOLE
PAD EYE
WELD-ON
.3
HSS TUBE
2" X 2" X 1/4"
TYP ALL SIDES
TYP ALL SIDES TYP ALL SIDES
TYP ALL SIDES
TYP ALL SIDES
TYP ALL SIDES
TYP
1/4
" PLATE4
TYP TYP
T Y
P T
Y P
1 " PLATE4
TYP ALL SIDES
TYP ALL SIDES
1/4
1/4
3/16
3/16
1/4
" PLATE4
NOTE: DIAGONALS NOT SHOWN FOR CLARITY
NOTE: DIAGONALS NOT SHOWN FOR CLARITY NOTE: DIAGONALS NOT SHOWN FOR CLARITY
NOTE: DIAGONALS NOT SHOWN FOR CLARITY
SHOWN FOR CLARITY
NOTE: CHANNELS BEHIND SECTION NOT
TYP ALL SIDES
C5 x 9
36" Ø 1/2" DIA PLATE GATE
CJP
C5x9
1/4
3/16
1/2 PL
TYP
1/4
1"
"2
"4
" Ø2
" P2
L
AND COAT PER NOTE 3.
WELDED PLATE TO ENSURE NO WATER CAN ENTER
SEAL BOTH ENDS OF HSS WITH A CONTINUOUSLY
NOTE: MITER END OF HSS TO BE FLUSH WITH CHANNEL.
SEE NOTE 6
1"
GENERAL SHEET NOTES
S-05
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A90 1' 2'6"A7
0 1' 2'6"E1
0 1' 2'6"A4
0 1' 2'6"E4
0 1' 2'6"E6
TOP VIEW INTERMEDIATE SECTION 1 INTERMEDIATE SECTION 2
GATE CLOSED SIDE SECTION
SCALE: N.T.S.
LOWER SECTION TYPICAL CONNECTION
PAD EYE
NTS
NEEDED TO MAKE LOOPS FOR CONNECTIONS.
7. SS WIRE ROPE LENGTH SHALL INCLUDE EXCESS
AND STRAND.
FEDERAL SPECIFICATION RR-W-410H WIRE ROPE
STRENGTH 11,000 POUNDS, IN ACCORDANCE WITH
STRAND CORE, REGULAR LAY, MINIMUM BREAKING
6. WIRE ROPE SHALL BE 3/8" DIA TYPE 316 SS, 7X19
THE ENGINEER FOR REVIEW AND APPROVAL.
VIA SHOP DRAWING PROCESS AND SHALL SUBMIT TO
CONTRACTOR SHALL REQUEST WELD ALTERNATIVE
ALTERNATE TO BOLTING RISER SECTIONS TOGETHER.
5. CONTRACTOR MAY PROPOSE SHOP WELDING AS AN
CONTACT.
AND WASHERS TO PREVENT DISSIMILAR METAL
TYPE 316 BOLTS WITH PLASTIC/NYLON SLEEVES
WITH (24) 1/2" DIA ASTM A320 STAINLESS STEEL
4. ALL RISER SECTIONS SHALL BE BOLTED TOGETHER
WITH SPECIFICATION SECTION 05 50 13 AND 09 97 02.
COAT WITH COE PAINT SYSTEM 6-A-Z IN ACCORDANCE
SURFACE WITH WHITE METALS BLAST CLEANING AND
3. AFTER FABRICATION, PREPARE ALL STEEL SECTION
TOLERANCE IS +/- 1/8".
2. UNLESS OTHERWISE SHOWN, FABRICATION
TO BE WELDED. ALL WELDS ARE TO BE CONTINUOUS.
1. UNLESS OTHERWISE SHOWN, ALL CONSTRUCTION IS
S-10
A4
S-05
A9
S-06
E8
S-06
E8
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B
PAD EYE
WELD-ON
GATE PATH
WELD-ON
PAD EYE
WELD-ON
SIM
WELD-ON
OPENING
30" DIA
1/4
1/4
1/4
BOLT CIRCLE
CENTER LINE
42" DIA
1" TYP
" P4
L
4 1
L " Ø HOLE8
5C
" P (TYP)2
L
CJP
CJP
1/4
TYP
1/4
1/4
"2 1 "2
2"
L" P4
FLAP GATE MANUFACTURER.
BE COORDINATED BETWEEN THE CONTRACTOR, HDPE MANUFACTURER, AND
3. THE DESIGN, FABRICATION, AND INSTALLATION OF THE HDPE FLANGE SHALL
FRAMING IN AND WELD AROUND TO ENSURE WATER TIGHT.
2. COPE PLATE AS NEEDED TO AVOID CONFLICTS WITH CHANNELS
SHALL BE SUBMITTED FOR ENGINEERING APPROVAL.
ALTERNATIVES MAY BE CONSIDERED FOR SUBSTITUTION. SHOP DRAWINGS
NOTES: 1. FLAP GATE SHALL BE A PRE-FABRICATED, STOCK PRODUCT. CUSTOM
CJP
"2
2"
"2
" Ø THRU BOLT (TYP)2
ON SHT S-07
ROPE, SEE NOTE 1
TYPE 316 SS WIRE
" DIA8
310" LOOP OF
THRU BOLTS (TYP)
BAR WITH DRILLED
SOLID 2x2 SQUARE
ON SHT S-05
SEE NOTE 6 & 7
WIRE ROPE,
TYPE 316 SS
" DIA8
35' OF
ON SHT S-05
SEE NOTE 6 & 7
WIRE ROPE,
TYPE 316 SS
" DIA8
35' OF
ON SHT S-05
SEE NOTE 6 & 7
WIRE ROPE,
TYPE 316 SS
" DIA8
32' OF
STEEL PLATE GATE
36" DIA 1/2" THICK
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LOWER AND INTERMEDIATE SECTION DETAIL
GATE OPEN UPPER AND LOWER GATE BRACKET
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GATE CLOSED FRONT
NTS NTS
NTS
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(2) SS WIRE ROPE CLAMPS
(2) SS WIRE ROPE CLAMPS
(2) SS WIRE ROPE CLAMPS
SS SHACKLE
SS THIMBLE
SS PELICAN HOOK
SS THIMBLE
(2) SS THIMBLES
SS THIMBLE
SS PELICAN HOOK
(2) SS THIMBLES
(2) SS THIMBLES
SS THIMBLE
WELD-ON PAD EYE
COATED STEEL
ROPE CLAMPS
(2) SS WIRE
ROPE TYP
3/8" DIA SS WIRE
ROPE CLAMP
SS WIRE
(2) SS WIRE ROPE CLAMPS
ROPE CLAMP
SS WIRE
ROPE CLAMP
SS WIRE
WELD-ON PAD EYE
COATED STEEL
CLAMPS
(2) SS WIRE ROPE
ROPE (TYP)
3/8" DIA SS WIRE
ROPE CLAMPS
(2) SS WIRE
1/4 1/4
NOTE: WIRE ROPE CONNECTION ASSEMBLY NOTE: WIRE ROPE CONNECTION ASSEMBLY NOTE: WIRE ROPE CONNECTION ASSEMBLY
3/8" DIA SS WIRE ROPE TYP
3/8" DIA SS WIRE ROPE TYP
S-07
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GRAVEL, #5 OR #57 STONE
MODIFIED PROCTOR (ASTM D 1557), OR CRUSHED
98% MAXIMUM DRY DENSITY ACCORDING TO THE
COARSE CLEAN SAND COMPACTED TO AT LEAST
NOTE: WEIR NOT SHOWN FOR CLARITY.
FOUNDATION
CONCRETE
EW & EF
#6 @ 12" TYP
12'-0"
12'-0"
TOP AND BOTTOM
#6 @ 12" EACH WAY
SECTION
TO ENSURE THERE ARE NO CONFLICTS.
FABRICATOR PRIOR TO FABRICATION AND CONSTRUCTION OF FLOATING DOCK
CONTRACTOR TO VERIFY DIMENSIONS OF WEIR INCLUDING RUB GUIDE WITH
NOTE:
PLATE
WEIR BASE
(TYP)
PLAN
5'-0"
11'-0"
3'-0" 3'-0" 11'-0"
WITH FABRICATOR TO ENSURE CONCRETE SUPPORT IS OF SUFFICIENT SIZE
CONTRACTOR TO VERIFY AND COORDINATE GANGWAY DIMENSIONS AND ANCHOR
NOTE:
REINFORCEMENT LENGTH TABLE
STANDARD HOOK EMBEDMENT
6BAR SIZE/LENGTH
LAP SPLICE
BAR EMBEDMENT
9"
"2
GOVERNING DOCUMENTS
REINFORCEMENT FOR CAST-IN-PLACE CONCRETE
SPECIFICATIONS, PROJECT SPECIFICATIONS SHALL GOVERN.
WHERE THESE NOTES AND/OR STRUCTURAL DRAWINGS MAY BE IN CONFLICT WITH PROJECT
(f'c = 5,000 PSI)
33"
25"
THICKNESS.
CLEAR COVER SHALL BE 4 INCHES FOR SECTIONS GREATER THAN OR EQUAL TO 24 INCHES IN
SPACING SHOWN ON DRAWINGS ARE MAXIMUM SPACING DIMENSIONS.
ARE TO START AND END AT A MAXIMUM OF ONE HALF OF THE ADJACENT BARS SPACING. BAR
THE FIRST AND LAST BARS IN WALLS AND SLABS, STIRRUPS IN BEAMS AND TIES IN COLUMNS
OF 1.3.
LENGTH SPECIFIED IN THE REINFORCEMENT LENGTH TABLES INCREASED BY A FACTOR
CONCRETE BELOW THE BAR) SHALL HAVE THE EMBEDMENT LENGTH AND LAP SPLICE
TABLES SHOW ON THIS SHEET. ALL TOP BARS (BARS WITH MORE THAN 12 INCHES OF
EMBEDMENT LENGTHS SHALL BE IN CONFORMANCE WITH THE REINFORCEMENT LENGTH
FOR DIFFERENT BAR SIZES, THE SPLICE LENGTH SHALL BE BASED ON THE LARGER BAR SIZE.
LAP SPLICES SHALL BE CLASS B AND CONFORM TO THE TABLE SHOW ON THIS SHEET.
CONCRETE NOTES FOR FOUNDATION (ONLY)
S-08
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WEIR RISER FOUNDATION
BASE PLATE AND FOUNDATION SLAB DETAILS GANGWAY END SUPPORT DETAILS
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®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
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BUTT-FUSION JOINT (TYP)
FOUNDATION
CONCRETE
WITH NUT & WASHER
ANCHOR MIN 8" EMBED
(16) 1" DIA 316 SS HEADED
(ONE FOR EACH U-BOLT)
1/4"X2"X1'-2" BAR
LC PIPE
LC PIPE EQUALLY TORQUED
LONG, NUTS & WASHERS,
14 BOLTS: 1-1/4" DIA - 7UNC-2A X 6"
LOAD LIMIT)
(4830 LB WORK
(10" PIPE SIZE)
AND WASHERS
U-BOLT WITH NUTS
3/4" DIA TYPE 316 SS
6'-6"
FOUNDATION
TOP OF CONCRETE
END CONNECTOR (SDR 26)
HDPE FITTING: 30" ID STUB
6'-6"
EF/EW
#8 @ 12'
BAR (TYP)
"X2"X1'-2"4
1AND
NUTS, WASHERS
U-BOLT WITH
"2
4"
0"
TO
1"
SAFETY GRATE
1" THICK HDPE
WITH INSIDE OF PIPE
OF OPENING FLUSH
TRIM BOTTOM EDGE
BACKING PLATE
FLANGE WITH
�36"
�42"
PIPE INNER DIA
BOLTS WITH WASHERS
INSTALL NINE 1-3/8" DIA
36 HOLES @ 1.5" DIA
(TYP)
3'-3"
BOLT CONNECTION WITH HDPE MANUFACTURER.
NOTE: GRATE TO BE BOLTED TO THE END FLANGE. CONTRACTOR SHALL COORDINATE
GALVANIZED OR STAINLESS STEEL
150 LBS, ANSI B16.5, HOT-DIPPED
30" ID DUCTILE IRON BACK-UP RING,
M
IN
M
IN
MANUFACTURER
PADDING PER
AND RUBBER
PROFILE BAND
TYPE 316 SS
CAST IN PLACE CONCRETE.
NOTE: PIPE ANCHORAGE MAY BE PRE-CAST OR
S-09
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ANCHOR BOLT DETAIL
PIPE ANCHORAGE
HDPE OUTFALL GRATE
ANCHORAGE REINFORCING DETAIL ATTACHMENT DETAIL PIPE TO RISER
W E
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0 2' 4'1'
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B
WEIR
6" GALVANIZED EYE SCREW WITH SHACKLE (TYP)
GALVANIZED CHAIN
BORED (FLUSH) (TYP)
PRE-DRILLED COUNTER
12 3/4" CLEARANCE
ADHESIVE (TYP)
& MARINE CONSTRUCTION
STEEL TYPE 316 SCREWS
FASTEN WITH STAINLESS
PILE CAP (TYP)
POLYETHYLENE
HEAVY-DUTY WHITE
(FOR FLOATING DOCK)
PIPE HOOP
ANGLE
MOUNTING
THREADED AXLE
ROLLER WITH SST
21#2" Ø x 9" U.H.M.W.
ANGLE (TYP)
(TYP)
COLLAR
2" Ø PIPE
VARIES
SEE NOTE 2
STRINGER (TYP) "E" CHANNEL FRAME (TYP)
(TYP)
DECKING
CHANNEL CROSS MEMBER (TYP) POLY FLOAT (TYP)
ALUMINUM DECKING)
(MAX 48" CENTERS FOR
STRINGER TUBE
GRITTED GRATING
DECKING OR FIBERGLASS
NON-SLIP ALUMINUM
FIBERGLASS DECKING)
(MAX 24" CENTERS FOR
C-CHANNEL STRINGER
(TYP)
POLY FLOAT
4'-0" MIN
M
IN
CHANNEL CROSS MEMBER
TIMBER ALL SIDES (TYP)
PRESSURE TREATED
RUB GUIDE 10"X10"
RUB GUIDE (TYP)
10"X10" TIMBER
(TYP)
SHALL BE AT EL 30.8 MIN
FLOATING DOCK PILES
TOP ELEVATION OF
(UPPER SECTION)
TOP OF RISER
TO FOUNDATION (TYP)
TIMBER @ 4 CORNERS OF WEIRS DOWN
RUB GUIDE 10"X10" PRESSURE TREATED
NOTES:
3. ALL LUMBER SHALL BE TREATED WITH 2.5 pcf CCA.
2. EXTEND GUIDE FROM FOUNDATION TO 4' ABOVE TOP OF WEIR.
1. TYPICAL ALL (4) CORNERS OF BOTH WEIRS.
NOTE:
WITH DOCK DESIGNER AND MANUFACTURER
CONTRACTOR TO COORDINATE RUB GUIDE SHAPE AND SIZE
CONFLICT
SPACING TO ELIMINATE
EVERY 2' STAGGER
4" DECK SCREW
NOTES:
1. STRINGER SECTIONS DETERMINED BY DECKING TYPE.
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RUB GUIDE DETAILRUB GUIDE CAP DETAILTYP RUB GUIDE DETAILTYPICAL DOCK SECTION
TYPICAL DOCK PLAN 4' SECTION CHAIN AND RUB GUIDE DETAIL
A L
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U M F
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0 2' 4'1'
0 2' 4'1' 2'0 1' 4' NTS NTS
0 4' 8'2'
GENERAL SHEET NOTES
MISCELLANEOUS METAL FABRICATIONS.
WITH CONTRACT SPECIFICATION 05 50 13
2. CONTRACTOR TO APPLY COATING IN ACCORDANCE
1. SEE S-02 FOR CONCEPTUAL FLOATING DOCK LAYOUT.
S-10
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