COFFEE CREEK RETENTION BASIN GULFPORT, SEYMOUR ENGINEERING PROJECT TITLE SHEET VICINITY MAP HARRISON COUNTY, MS N.T.S. COFFEE CREEK RETENTION BASI GULFPORT, PROJECT LOCATION INDEX OF DRAWINGS SHEET NO. DESCRIPTION PROJECT TITLE SHEET T1 C1 EXISTING CONDITIONS - NORTH C2 EXISTING CONDITIONS - SOUTH C3 PROPOSED LAYOUT - NORTH BILOXI GULFPORT PASS CHRISTIAN BAY ST. LOUIS LONG BEACH C4 PROPOSED LAYOUT - SOUTH MISSISSIPPI COMMISSION ON HARRISON COUNTY RICHARD GOLLOTT JOE SPRAGGINS MARK H. HAVARD, II NATALIE GUESS STEVE BOSARGE EXECUTIVE DIRECTOR CHAIRMAN - JACKSON COUNTY HANCOCK COUNTY JACKSON COUNTY PROJECT LOCATION GULFPORT, HARRISON COUNTY, MISSISSIPPI 30°22'35" N , 89°03'17" W G1 GENERAL NOTES MARINE RESOURCES RONNIE DANIELS VICE CHAIRMAN - HARRISON COUNTY HARRISON COUNTY, MISSISSIPPI C5 STORMWATER POLLUTION PREVENTION PLAN C6 TYPICAL SECTIONS HARRISON COUNTY, MISSISSIPPI C7 CONSTRUCTION DETAILS C8 CROSS SECTIONS - NORTH
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GULF
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VICINITY MAPHARRISON COUNTY, MS
N.T.S.
COFFEE CREEK RETENTION BASINGULFPORT,
PROJECT LOCATION
INDEX OF DRAWINGS
SHEET NO. DESCRIPTION
PROJECT TITLE SHEETT1
C1 EXISTING CONDITIONS - NORTH
C2 EXISTING CONDITIONS - SOUTH
C3 PROPOSED LAYOUT - NORTH
BILOXIGULFPORT
PASS CHRISTIANBAY ST. LOUIS
LONG BEACH
C4
PROPOSED LAYOUT - SOUTH
MISSISSIPPI COMMISSION ON
HARRISON COUNTYRICHARD GOLLOTT
JOE SPRAGGINS
MARK H. HAVARD, II
NATALIE GUESS
STEVE BOSARGE
EXECUTIVE DIRECTOR
CHAIRMAN - JACKSON COUNTY
HANCOCK COUNTY
JACKSON COUNTY
PROJECT LOCATION
GULFPORT, HARRISON COUNTY, MISSISSIPPI30°22'35" N , 89°03'17" W
G1 GENERAL NOTES
MARINE RESOURCES
RONNIE DANIELS VICE CHAIRMAN - HARRISON COUNTY
HARR
ISON
COU
NTY,
MIS
SISS
IPPI
C5
STORMWATER POLLUTION PREVENTION PLANC6
TYPICAL SECTIONS
HARRISON COUNTY, MISSISSIPPI
C7
CONSTRUCTION DETAILSC8
CROSS SECTIONS - NORTH
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BILOXI, MISSISSIPPI 39532
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PHONE: 228-385-2350
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FAX: 228-385-2353
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925 TOMMY MUNRO DRIVE, SUITE G
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Sheet Title
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Project Name
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Sheet
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Project No.
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Checked
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Revised
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Date
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Approved
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Drawn
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19-018
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D. LOVE
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J. SPIRES
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M. SEYMOUR
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1/20/2020
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T1
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N
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MISSISSIPPI SOUND
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90
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90
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90
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100
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100
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C S X
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TRANSPORTATION
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100
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100
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70
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C S X
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TRANSPORTATION
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SPUR
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100
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100
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LITTLE
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BILOXI
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RIVER
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CABLE BRIDGE RD
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100
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150
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150
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COMPANY
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RAILROAD
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SOUTHERN MS
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TRANSPORTATION
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COMPANY RAILROAD
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SOUTHERN
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MISSISSIPPI
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TRANSPORTATION CO
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RAILROAD
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SOUTHERN MISSISSIPPI
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TRANSPORTATION CO RAILROAD
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100
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R/W
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SOUTHERN
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MISSISSIPPI
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TRANSPORTATION
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CO
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RAILROAD
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SOUTHERN
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MISSISSIPPI
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TRANSPORTATION
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COMPANY
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RAILROAD
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150
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100
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SOUTHERN
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MISSISSIPPI
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TRANSPORTATION
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RAILROAD
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CO
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SOUTHERN MISSISSIPPI TRANSPORTATION RAILROAD
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150
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SOUTHERN MISSISSIPPI TRANSPORTATION CO
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RAILROAD
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150
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SOUTHERN MISSISSIPPI TRANSPORTATION RAILROAD
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100
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100
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100
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MID SOUTH RAIL CORPORATION
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200
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200
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200
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200
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MID SOUTH RAIL
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CORPORATION
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200
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MID
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SOUTH
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RAIL CORPORATION
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200
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MID SOUTH RAIL CORPORATION
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200
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MISSISSIPPI
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TRANSPORTATION
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COMPANY
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100
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100
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SOUTHERN
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100
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SOUTHERN MISSISSIPPI TRANSPORATION COMPANY
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SOUTHERN
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MISSISSIPPI
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TRANSPORTATION
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COMPANY
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120.82
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100
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SUUTHERN MISSISSIPPI TRANSPORTATION COMPANY
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120.82
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100
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SOUTHERN MISSISSIPPI
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100
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TRANSPORTATION
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COMPANY
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MID
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SOUTH
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RAIL
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COPPORATION
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200
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RAIL CORPORATION
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200
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MID
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RAIL
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RAIL
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MID
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RAIL
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CORPORATION
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MID SOUTH RAIL CORPORATION
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MID-SOUTH
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RAIL
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CORPORATION
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DRIVE
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ATKINSON
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ANNEX
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HILLER
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YOUNT
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EGERS
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GIVENS
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ADAMS
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STONE
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VETERANS
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FAIRCHILD
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HARMON
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MITCHELL
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PATRICK
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ARNOLD
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CURTIS
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FECHET
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PATTON
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HARMON
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HARMON
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MITCHELL
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SHADYLAWN
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GRASSLAWN
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PINELAWN
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RODENBERG
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CIRCLE
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POWER
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MALTBY DRIVE
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CABELL
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IRISH
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HILL
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IRISH
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PLOESTI
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DRIVE
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N
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RAILROAD
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CSX
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DRIVE
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A
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PLOESTI
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EAGLE STREET
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WILTSHIRE BOULEVARD
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SUNSET BOULEVARD
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CURTIS
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HOLLYWOOD
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PLOESTI
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DRIVE
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PLOESTI
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DRIVE
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DRIVE
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DRIVE
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ROAD
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GORDON AVENUE
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RODEO
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AVENUE
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STREET
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STREET
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HERCULES
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STREET
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GALAXY
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LEWIS
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ST. MARTHA AVENUE
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ST. ANN AVENUE
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STREET
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STREET
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STREET
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THUNDERBOLT
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PHANTOM
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PASS
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FALCON
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EAGLE
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DRIVE
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PLOESTI
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PLOESTI
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STREET
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ROAD
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HANGAR
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STREET
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D
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LANE
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STREET
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HERCULES
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PARADE
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AVENUE
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JAMES
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CHAPPIE
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STREET
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E
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STREET
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PHANTOM
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STREET
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THUNDERBOLT
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FALCON
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STREET
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PHANTOM
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STREET
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STREET
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STREET
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ZERO STREET
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MEADOWS
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I
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CHAPPIE
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ROAD
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HANGAR
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DRIVE
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MEADOWS
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STREET
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H
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STREET
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I
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DRIVE
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AVENUE
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JAMES
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STREET
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E
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STREET
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E
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FIRST
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DRIVE
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PLOESTI
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STREET
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H
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FIRST
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WILTSHIRE BOULEVARD
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SUNSET BOULEVARD
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CURTIS
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HOLLYWOOD
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DRIVE
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PLOESTI
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DRIVE
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DRIVE
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PETERS
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PLOESTI
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AVENUE
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DRIVE
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DRIVE
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RODEO
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DRIVE
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DRIVE
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PATTON
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BOULEVARD
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DRIVE
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FECHET
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FECHET
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VINE STREET
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CURTIS
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10
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10
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10
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10
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90
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MID-SOUTH RAIL CORPORATION
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MID-SOUTH RAIL CORPORATION
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125
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125
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200
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200
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MID - SOUTH RAIL CORPORATION
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200
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CSX TRANSPORTATION
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100
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100
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TRANSPORTATION
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CSX
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TRANSPORTATION
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CSX
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100
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100
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100
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100
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105
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105
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100
AutoCAD SHX Text
100
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C S X
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TRANSPORTATION
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100
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100
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TRANSPORTATION
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C S X
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TRANSPORTATION
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CSX
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100
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100
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100
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CSX TRANSPORTATION
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MID-SOUTH RAIL CORPORATION
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MID-SOUTH RAIL CORPORATION
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MID-SOUTH RAIL CORPORATION
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CSX
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TRANSPORTATION
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MID SOUTH RAIL CORPORATION
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MID
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SOUTH
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RAIL
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CORPORATION
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SPUR
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200
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200
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200
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200
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MID
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SOUTH
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RAIL
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CORPORATION
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MID-SOUTH
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WEST
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RD
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SEA ISLAND DR
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AMANDA LN (PRIVATE)
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LAMAR LN
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MCDONALD RD (PRIVATE)
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ROAD 331
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(PRIVATE)
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PRIVATE RD
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PRIVATE RD
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PRIVATE RD
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PRIVATE RD
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PRIVATE RD
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PRIVATE RD
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PRIVATE RD
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PRIVATE RD
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EPISCOPAL SCHOOL RD
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MILLS RD
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CHURCH ST
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13TH ST
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CV
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SUNNY
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CT
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CAROLE
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ERNEST LADNER RD
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BELL CREEK
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CEMETERY CIR
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CLODA LN
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ROAD 306
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RICHARD DR
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PELIGIE DR
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(PRIVATE)
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BEECH LN
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MENTAL
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HEALTH
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CENTER
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INDIAN SPRINGS RD
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EXPRESS AIR FIELD
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CUMBERLAND RD
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TURKEY CREEK
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LUDIE LN
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RICHMAR DR
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GATES
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AVENUE
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COMMISION
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ROAD
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CANAL
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ROAD
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SIMMS
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AVENUE
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KIDD
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AVENUE
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MARVIN
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BARRY
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AVENUE
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7th
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1st
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CIRCLE
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LADD
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6th
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SHIELD
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LADD
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5th
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CIRCLE
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LADD
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RODGERS
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AVENUE
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CIRCLE
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STREET
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STREET
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YOUNG
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AVENUE
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BOULEVARD
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McDONOUGH
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AVENUE
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CALLAGHAN
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AVENUE
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BAINBRIDGE
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AVENUE
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BAINBRIDGE
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AVENUE
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BAINBRIDGE
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AVENUE
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AVENUE
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BAINBRIDGE
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1st
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2nd
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STREET
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PERRY
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AVENUE
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MARVIN
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7th
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SNEED
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HOBSON
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AVENUE
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ENGRAM
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5th
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3rd
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6th
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SHIELD
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STREET
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STREET
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STREET
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STREET
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BOULEVARD
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STREET
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DRIVE
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DONG
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XOAI
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AVENUE
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BROAD
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AVENUE
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DECATUR
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STREET
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11th
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STREET
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STREET
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AVENUE
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BAINBRIDGE
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STREET
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BAINBRIDGE
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AVENUE
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7th
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COLBY
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8th
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28th
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BARRY
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AVENUE
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8th
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CBC
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STREET
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28th
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BUSSELL
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7th
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AVENUE
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11th
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GILBERT
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AVENUE
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30
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STREET
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STREET
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30
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AVENUE
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STREET
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GOODIER
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9th
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STREET
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AVENUE
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GREENWOOD
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AVENUE
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BROWN
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GOODIER
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GREENWOOD
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AVENUE
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HOLTMAN
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10th
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AVENUE
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28th
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9th
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LEE
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7th
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11th
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AVENUE
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STREET
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STREET
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STREET
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McKINNEY
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STREET
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AVENUE
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STREET
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AVENUE
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NIXON
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AVENUE
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OLSON
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AVENUE
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AVENUE
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NIXON
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STREET
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OLSON
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AVENUE
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7th
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AVENUE
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HOLLOWAY
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DRIVE
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25th
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STREET
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JONES
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PAUL
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AVENUE
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JOHN
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STREET
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SYLVESTER
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DRIVE
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McKINNEY
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9th
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J P LADNER BRIDGE
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MILL CREEK BRIDGE
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BELL CREEK BRIDGE
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GAZZON CREEK BRIDGE
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BRIDGE
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BRIDGE
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BRIDGE
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BRIDGE
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KILN DELISLE
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EXIT
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67
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ROAD 109
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ROAD 107
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LIBERTY RD
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SHADY R RD
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WEST CREEK
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BRIDGE
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WEST
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CHOCTAW
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BRIDGE
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LITTLE BILOXI RIVER
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BIG BILOXI
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BRIDGE
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BRIDGE
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?
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?
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BRIDGE
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BRIDGE
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BRIDGE
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BRIDGE
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CANAL NO 1
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BAYOU BOISDORE
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ANCHORE BASIN
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SANDY CREEK CT
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WOLF RUN BLVD
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SUMMERGATE DR
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AMBERWOOD DR
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AUTUMN HILLS DR
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PINECREST CIR
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PINECREST BLVD
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DALLAS CV
AutoCAD SHX Text
EWING ST
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MEADOW BROOK CT
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TEAL CV
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SUMMERFIELD DR
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MALLARD CV
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WINDRUSH CT
AutoCAD SHX Text
OVERLOOK DR
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N WHITE SWAN CV
AutoCAD SHX Text
JORDON PL
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WARREN DR
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DAWN CV
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McBRIDE CV
AutoCAD SHX Text
JORDON PL
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MARTIN CT
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LEHMANN CT
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WARREN DR
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DEDE DR
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BRIARSTONE PL
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BRIARSTONE PL
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ANNISTON OAKS DR
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RACHEL DR
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REDWOOD CT
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BENTWOOD DR
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KIRKWOOD DR
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TERRACE CT
AutoCAD SHX Text
RIVERVIEW DR
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RIVERVIEW CV
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MALLINI'S BAYOU
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CANAL NO 6A
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CANAL NO 6B
AutoCAD SHX Text
CANAL NO 6C
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CANAL NO 6
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CANAL NO 6B
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SOUTH ISLAND BAYOU
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MALLINI BAYOU
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CANAL # 4A
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CANAL # 4
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MULLET LAKE
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BURNT BRIDGE
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PINECREST CIR
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CHRIS DR
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O
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S
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S
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D
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R
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E
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S
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T
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A
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I
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I
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S
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F
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O
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M
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E
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H
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L.
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D
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R
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A
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W
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O
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R
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P
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F
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S
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E
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D
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E
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S
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I
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G
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E
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R
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E
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T
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L
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P
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P
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I
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I
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S
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G
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G
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O
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A
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N
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ENGINEER
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8642
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Edward L. Hogg
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5/04/2020
MATCHLINE
MATCHLINE
SE
YM
OU
R E
NG
INE
ER
ING
EXIS
TING
COND
ITION
S - N
ORTH
EXISTING CONDITIONS - NORTH AREASCALE: 1" = 30'
COFF
EE C
REEK
RET
ENTIO
N BA
SIN
GULF
PORT
,HA
RRIS
ON C
OUNT
Y, M
ISSI
SSIP
PI
CP
1
DESCRIPTION
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IPF
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IRF
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IRF
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IRF
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POLE ONLY
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S
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EX. SMH TOP: 7.05 INV.: -2.90
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S
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EX. SMH TOP: 5.93 INV.: -2.49
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S
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EX. SMH TOP: 6.23 INV.: 1.02
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S
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EX. SMH TOP: 6.74 INV.: 1.58
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S
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EX. SMH TOP: 5.18 INV.: -2.50
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EX. DRAIN INLET (DI) TOP: 6.80±INV.: 2.60 (21"RCP)
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EX. DI TOP: 5.30±INV.: 2.10 (21"RCP)
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EX. DRAIN PIPE OUTFALL INV.: 0.10 (21"RCP)
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E. RAILROAD STREET
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2nd STREET
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EX. 12" HDPE INV. (N): 2.90 INV. (S): 2.69
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EX. 21"RCP
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EX. 21"RCP
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2nd STREET
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BRIDGE
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EX. 21"RCP
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HIGH BANK
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DITCH
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SWALE
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EXISTING
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SIDEWALK
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NO WORK IN RAILROAD R.O.W.
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END EAST SIDE
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START EAST SIDE
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START WEST SIDE
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END WEST SIDE
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BILOXI, MISSISSIPPI 39532
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PHONE: 228-385-2350
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FAX: 228-385-2353
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925 TOMMY MUNRO DRIVE, SUITE G
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Sheet Title
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Project Name
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Sheet
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Project No.
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Checked
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Revised
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Date
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Approved
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Drawn
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19-018
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C1
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N
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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30
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30
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60
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30
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120
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15
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D. LOVE
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J. SPIRES
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M. SEYMOUR
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1/20/2020
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60D NAIL N: 319540.8510' E: 914459.2170' EL: 6.759' (NAD88)
MATC
HLINE
SE
YM
OU
R E
NG
INE
ER
ING
EXIS
TING
COND
ITION
S - S
OUTH
EXISTING CONDITIONS - SOUTH AREASCALE: 1" = 30'
COFF
EE C
REEK
RET
ENTIO
N BA
SIN
GULF
PORT
,HA
RRIS
ON C
OUNT
Y, M
ISSI
SSIP
PI
CP
2
DESCRIPTION
CP
3
DESCRIPTION
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36" LO
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36" LO
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33" LO
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36" LO
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32" LO
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26" LO
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20" LO
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12" LO
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12" LO
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ELEC.BOX
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ELEC.BOX
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ELEC.BOX
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ELEC.BOX
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ELEC.BOX
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ELEC.BOX
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ELEC.BOX
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IPF
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IPF
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IRF
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IRF
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IRF
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IRF
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IRF
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POLE ONLY
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S
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EX. SMH TOP: 5.26
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S
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EX. SMH TOP: 5.41 INV.=-1.99
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S
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EX. SMH TOP: 6.36 INV.: x.xx
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S
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EX. SMH TOP: 7.46 INV.: x.xx
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S
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EX. SMH TOP: 6.50 INV.: x.xx
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(2) 24" LO
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EX. DRAIN PIPE OUTFALL INV.: 0.10 (21"RCP)
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2nd STREET
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OAK AVENUE
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U.S. HIGHWAY 90 (WESTBOUND)
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U.S. HIGHWAY 90 (EASTBOUND)
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2nd STREET
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BRIDGE
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EX. 21"RCP
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BOX CULVERT
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A
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A
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B
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B
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START EAST SIDE
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START WEST SIDE
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BILOXI, MISSISSIPPI 39532
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PHONE: 228-385-2350
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FAX: 228-385-2353
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925 TOMMY MUNRO DRIVE, SUITE G
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Sheet Title
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Project Name
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Sheet
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Project No.
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Checked
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Revised
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Date
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Approved
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Drawn
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19-018
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C2
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N
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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30
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30
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60
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30
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120
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15
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D. LOVE
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J. SPIRES
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M. SEYMOUR
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1/20/2020
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60D NAIL N: 319267.3210' E: 914358.8790' EL: 5.442' (NAD88)
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60D NAIL N: 318929.5200' E: 914431.8020' EL: 7.597' (NAD88)
MATCHLINE
MATCHLINE
SE
YM
OU
R E
NG
INE
ER
ING
PROP
OSED
LAYO
UT - N
ORTH
PROPOSED LAYOUT - NORTH AREASCALE: 1" = 30'
COFF
EE C
REEK
RET
ENTIO
N BA
SIN
GULF
PORT
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RRIS
ON C
OUNT
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ISSI
SSIP
PI
3:1 SLOPE
SLOPE TRANSITION
BASIN BOTTOM TO WALL BOTTOM SLOPE
LEGEND
BASIN BOTTOM @ ELEV. -2.5
TIMBER RETAINING WALL
PROPOSED SIDEWALK
EXISTING SEWER
CONSTRUCTION FENCING
PROJECT LIMITS
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IPF
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IRF
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IRF
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IRF
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POLE ONLY
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S
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EX. SMH TOP: 7.05 INV.: -2.90
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S
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EX. SMH TOP: 5.93 INV.: -2.49
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S
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EX. SMH TOP: 6.23 INV.: 1.02
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S
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EX. SMH TOP: 6.74 INV.: 1.58
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S
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EX. SMH TOP: 5.18 INV.: -2.50
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EX. DRAIN INLET (DI) TOP: 6.80±INV.: 2.60 (21"RCP)
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EX. DI TOP: 5.30±INV.: 2.10 (21"RCP)
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EX. DRAIN PIPE OUTFALL INV.: 0.10 (21"RCP)
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E. RAILROAD STREET
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2nd STREET
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EX. 12" HDPE INV. (N): 2.90 INV. (S): 2.69
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EX. 21"RCP
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EX. 21"RCP
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REMOVE RIP-RAP FROM WEST BANK NORTH OF SHEET PILE AND PLACE IN CHANNEL AREA BETWEEN WEIR AND BRIDGE.
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RETAINING WALL WITH SUPPORT SYSTEM (137'±)TOP=4.5' (SEE DETAIL PAGE C8)
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RETAINING WALL WITH SUPPORT SYSTEM (337'±) TOP=4.5'(SEE DETAIL PAGE C8)
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2nd STREET
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BRIDGE
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CONSIDER A RIGHT OF ENTRY EASEMENT TO ALLOW EQUIPMENT TO PULL MATERIAL FROM WEST SIDE OF RETENTION SLOPE
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TRANSITION SLOPE FROM NEW TOP OF BANK TO EXISTING HIGH BANK
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NORTH SLOPE: REMOVE/CUT SHRUBS, HIGH GRASS AND UNPROTECTED TREES FROM THE NORTH BANK OF THE RETENTION BASIN. REGRADE AT 3:1 SLOPE AND GRASS.
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INSTALL 20 L.F. PIPE (12" HDPE AT SAME ELEVATIONS) TO ESTABLISH CONTINUOUS SLOPE SOUTH OF SIDEWALK.
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PROPOSED 5' SIDEWALK WITH 4' OF SOD ON WEST SIDE OF SIDEWALK TOP ELEV.=5.0' (ADD ALTERNATE #1 NORTH SITE)
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REMOVE SEDIMENT TO ELEV. -2.5'
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EX. 21"RCP
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PROPOSED DEWATERING AREA FOR SEDIMENT REMOVED FROM BASIN AND CONCRETE CHANNEL NORTH OF EXISTING SWALE ±20,755 S.F.
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REMOVE SEDIMENT TO ELEV. -2.5'
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HIGH BANK
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26' L.F. TIMBER WALL DIVERTER (SEE DETAIL PAGE C8)
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DO NOT DISTURB CAT-TAILS
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ELEV. -0.5' AT BOTTOM OF WALL
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3:1 SLOPE (-2.5 TO 4.5)
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DITCH
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A
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A
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B
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B
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C
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C
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D
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D
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E
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E
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6' SOD STRIP
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SWALE
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EXISTING
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SIDEWALK
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CONTRACTOR STAGING AREA
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CONTRACTOR STAGING AREA
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CONTRACTOR STAGING AREA
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NO WORK IN RAILROAD R.O.W.
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CONTRACTOR TO PROVIDE DEWATERING PLAN SUBJECT TO CONDITION OF SEDIMENT REMOVED.
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END EAST SIDE
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START EAST SIDE
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START WEST SIDE
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END WEST SIDE
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6' SOD STRIP STARTING AT ELEV. 2.5
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PROJECT LIMITS
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PROJECT LIMITS
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BILOXI, MISSISSIPPI 39532
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PHONE: 228-385-2350
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FAX: 228-385-2353
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925 TOMMY MUNRO DRIVE, SUITE G
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Sheet Title
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Project Name
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Sheet
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Project No.
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Checked
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Revised
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Date
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Approved
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Drawn
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19-018
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C3
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N
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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30
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30
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60
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30
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120
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15
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D. LOVE
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J. SPIRES
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M. SEYMOUR
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1/20/2020
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NOTE: HEAVY EQUIPMENT THAT PUTS GREATER THAN 40 PSF PRESSURE ON THE GROUND SHALL STAY A MIN. OF 15' AWAY FROM THE RETAINING WALL UPLAND SIDE.
SE
YM
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NG
INE
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CROS
S SE
CTIO
NS - N
ORTH
ARE
A
CROSS SECTIONSSCALE: 1" = 30'
COFF
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GULF
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ISSI
SSIP
PI
LEGEND
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RETAINING WALL
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DO NOT DISTURB GROUND AREA AT WEIR LOCATION
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RETAINING WALL
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RETAINING WALL
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RETAINING WALL
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RETAINING WALL
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RETAINING WALL
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RETAINING WALL
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BILOXI, MISSISSIPPI 39532
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PHONE: 228-385-2350
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FAX: 228-385-2353
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925 TOMMY MUNRO DRIVE, SUITE G
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Sheet Title
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Project Name
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Sheet
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Project No.
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Checked
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Revised
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Date
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Approved
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Drawn
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19-018
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C4
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D. LOVE
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J. SPIRES
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M. SEYMOUR
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1/20/2020
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PROPOSED GRADE
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EXISTING GRADE
MATC
HLINE
SE
YM
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R E
NG
INE
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PROP
OSED
LAYO
UT - S
OUTH
PROPOSED LAYOUT - SOUTH AREASCALE: 1" = 30'
COFF
EE C
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ENTIO
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SIN
GULF
PORT
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RRIS
ON C
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ISSI
SSIP
PI
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36" LO
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36" LO
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33" LO
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36" LO
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32" LO
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26" LO
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20" LO
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12" LO
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12" LO
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ELEC.BOX
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ELEC.BOX
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ELEC.BOX
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ELEC.BOX
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ELEC.BOX
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ELEC.BOX
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ELEC.BOX
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IPF
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IPF
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IRF
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IRF
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IRF
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IRF
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IRF
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POLE ONLY
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S
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EX. SMH TOP: 5.26
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S
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EX. SMH TOP: 5.41 INV.=-1.99
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S
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EX. SMH TOP: 6.36 INV.: x.xx
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S
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EX. SMH TOP: 7.46 INV.: x.xx
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S
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EX. SMH TOP: 6.50 INV.: x.xx
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(2) 24" LO
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EX. DRAIN PIPE OUTFALL INV.: 0.10 (21"RCP)
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2nd STREET
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OAK AVENUE
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U.S. HIGHWAY 90 (WESTBOUND)
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U.S. HIGHWAY 90 (EASTBOUND)
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2nd STREET
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BRIDGE
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REMOVE EXCESS SAND AND SEDIMENT AT TRANSITION SLOPES AND BOTTOM TO MATCH CONCRETE CHANNEL (ADD ALT. #3). PLACE ALL SAND AND SEDIMENT IN DEWATERING AREA.
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REMOVE BUILT UP SAND AND SEDIMENT WITHIN CONCRETE CHANNEL AND PLACE IN DEWATERING AREA. (ADD ALTERNATE #3)
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REMOVE SHRUBS AND BRUSH, GRADE & GRASS TO ALLOW AREA TO BE MOWED. LEAVE ALL PROTECTED TREES. (ADD ALTERNATE #2)
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REMOVE SAND AND SEDIMENT WITHIN BOX CULVERT AND PLACE IN DEWATERING AREA. (ADD ALTERNATE #3)
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EX. 21"RCP
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BOX CULVERT
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REMOVE SAND AND VEGETATION AND PLACE IN DEWATERING AREA AND CHEMICALLY TREAT VEGETATION (ADD ALTERNATE #4)
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A
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A
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B
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B
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NO ACCESS ALONG EAST SIDE
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NO ACCESS ALONG EAST SIDE
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START EAST SIDE
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START WEST SIDE
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BILOXI, MISSISSIPPI 39532
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PHONE: 228-385-2350
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FAX: 228-385-2353
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925 TOMMY MUNRO DRIVE, SUITE G
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Sheet Title
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Project Name
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Sheet
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Project No.
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Checked
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Revised
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Date
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Approved
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Drawn
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19-018
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C5
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N
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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30
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30
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60
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30
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120
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15
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D. LOVE
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J. SPIRES
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M. SEYMOUR
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1/20/2020
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YM
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NG
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STOR
MWAT
ER P
OLLU
TION
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ENTIO
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SIN
GULF
PORT
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PIPR
EVEN
TION
PLAN
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36" LO
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36" LO
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33" LO
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36" LO
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32" LO
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26" LO
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20" LO
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12" LO
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12" LO
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ELEC.BOX
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ELEC.BOX
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ELEC.BOX
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ELEC.BOX
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ELEC.BOX
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ELEC.BOX
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ELEC.BOX
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IPF
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IPF
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IPF
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IRF
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IRF
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IRF
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IRF
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IRF
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IRF
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IRF
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POLE ONLY
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S
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EX. SMH TOP: 7.05 INV.: -2.90
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S
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EX. SMH TOP: 5.93 INV.: -2.49
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S
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EX. SMH TOP: 6.23 INV.: 1.02
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S
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EX. SMH TOP: 6.74 INV.: 1.58
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S
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EX. SMH TOP: 5.18 INV.: -2.50
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S
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EX. SMH TOP: 5.26
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S
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EX. SMH TOP: 5.41 INV.=-1.99
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S
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EX. SMH TOP: 6.36 INV.: x.xx
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S
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EX. SMH TOP: 7.46 INV.: x.xx
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S
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EX. SMH TOP: 6.50 INV.: x.xx
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(2) 24" LO
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EX. DRAIN INLET (DI) TOP: 6.80±INV.: 2.60 (21"RCP)
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EX. DI TOP: 5.30±INV.: 2.10 (21"RCP)
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EX. DRAIN PIPE OUTFALL INV.: 0.10 (21"RCP)
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E. RAILROAD STREET
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2nd STREET
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OAK AVENUE
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EX. 12" HDPE INV. (N): 2.90 INV. (S): 2.69
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EX. 21"RCP
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EX. 21"RCP
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2nd STREET
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BRIDGE
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EX. 21"RCP
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BOX CULVERT
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PROPOSED DEWATERING AREA FOR SEDIMENT REMOVED FROM BASIN AND CONCRETE CHANNEL NORTH OF EXISTING SWALE ±20,755 S.F.
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HIGH BANK
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DITCH
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TWO LAYERS OF SILT FENCE
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DITCH CHECK
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SILT FENCE AROUND DRAIN INLETS
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SILT FENCE
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SWALE
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EXISTING
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SIDEWALK
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NO WORK IN RAILROAD R.O.W.
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CONTRACTOR TO PROVIDE DEWATERING PLAN SUBJECT TO CONDITION OF SEDIMENT REMOVED.
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END EAST SIDE
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START EAST SIDE
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START WEST SIDE
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END WEST SIDE
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NOT TO SCALE
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%%USILT FENCE DETAIL
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10' MAX. C. TO C.
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%%UNOTES:
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1.SECURE WOVEN WIRE FENCE TO
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FENCE POSTS WITH WIRE TIES.
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TOP AND MID SECTION.
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FLOW
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GRADE
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2.SECURE FILTER CLOTH TO WOVEN WIRE
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FENCE WITH TIES SPACED 24" O.C. AT
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3.WHEN TWO SECTION OF FILTER CLOTH ADJOIN,
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OVERLAP EACH OTHER BY SIX INCHES AND FOLD.
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4.PERFORM MAINTENANCE AS NEEDED, REMOVE
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MATERIAL TRAP IN THE SILT FENCE.
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FILTER FABRIC
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6"
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WOVEN WIRE FENCE (MIN. 14 1/2
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GAUGE, MAX. 6" MESH SPACING)
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WITH FILTER CLOTH COVER.
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FLOW
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6"X6"
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TRENCH
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OF WIRE FENCE
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FLOW
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FINISH
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8"
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COMPACTED BACKFILL
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GRADE
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POSTS: STEEL EITHER I OR U TYPE OF 2"X2" HARDWOOD.
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FENCE: WOVEN WIRE, 14 1/2 GA., 6" MAX. MESH OPENING
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FILTER CLOTH: FILTER X, MIRAFI 100X, STABILINKA T140N OR APPROVED EQUAL
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PREFABRICATED UNIT: GEOFAB, ENVIROFENCE, OR APPROVED EQUAL
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GRADE
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3'-0" (MIN.)
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ON UPHILL SLOPE
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10' MAX. C. TO C.
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FILTER FABRIC OVER WIRE FENCE
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WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE, MAX. 6" MESH SPACING)
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FENCE POST DRIVEN MIN. 18" INTO GROUND
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NOTES: 1. MINIMUM RECOMMENDED PLACEMENT INTERVAL BETWEEN WATTLE DITCH CHECK IS 100' UNLESS SHOWN OTHERWISE ON THE PLANS OR EROSION CONTROL PLAN APPROVED BY THE ENGINEER. 2. ANCHORING WOOD STAKES SHALL BE SIZED, SPACED, DRIVEN, AND BE OF A MATERIAL THAT EFFECTIVELY SECURES THE CHECK. STAKE SPACING SHALL BE A MAXIMUM OF THREE FEET. ALL NON-DEGRADABLE MATERIALS SHALL BE REMOVED WHEN NO LONGER NEEDED. 3. TRENCHING OF WATTLES MAY BE NECESSARY IF PIPING BECOMES EVIDENT. 4. WATTLES SHOULD NOT BE USED IN HARD BOTTOM CHANNELS. 5. WATTLE DITCH CHECKS ARE APPROPRIATE FOR VELOCITY REDUCTION AND CONTROL OF SEDIMENT TRANSPORT UNDER LOW TO MEDIUM FLOW CONDITIONS.
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SEE ELEVATION DETAIL FOR HEIGHT OF WATTLE ENDS
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WATTLE TO BE PLACED IN "U" SHAPE
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%%UDETAIL (DITCH CHECK)
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%%UELEVATION DETAIL
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%%USECTION A-A
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WOOD STAKE AT TOE
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OF SLOPE, BOTH SIDES
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WATTLE 20"
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WOOD STAKE
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ANCHOR THROUGH NETTING WITHOUT DAMAGE
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CHANNEL BOTTOM
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FLOW
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FLOW
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A
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A
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EL. "B"
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WATTLE
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DITCH BOTTOM
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EL. "A"
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NOTE: END POINTS "A" MUST BE HIGHER THAN FLOWLINE POINT "B"
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%%UWATTLE DITCH CHECK DETAIL
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NOT TO SCALE
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BILOXI, MISSISSIPPI 39532
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PHONE: 228-385-2350
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FAX: 228-385-2353
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925 TOMMY MUNRO DRIVE, SUITE G
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Sheet Title
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Project Name
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Sheet
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Project No.
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Checked
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Revised
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Date
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Approved
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Drawn
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19-018
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C6
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D. LOVE
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J. SPIRES
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M. SEYMOUR
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1/20/2020
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NOT TO SCALE
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TYPICAL EROSION CONTROL
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SILT FENCE
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STAKES
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FILTER FABRIC CONTINUOUS AND ENTRENCHED ALL FOUR SIDES
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GRATE INLET
SE
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TYPI
CAL S
ECTIO
NSCO
FFEE
CRE
EK R
ETEN
TION
BASI
NGU
LFPO
RT,
HARR
ISON
COU
NTY,
MIS
SISS
IPPI
NOT TO SCALE
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EXISTING BOTTOM
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ELEV.=-0.5
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ELEV.=-2.5
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EXISTING WEIR
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%%USECTION A-A
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ELEV.=2.5'
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ELEV.=3.0'
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N.T.S.
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%%USECTION B-B
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15' TRANSITION
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BOTTOM ELEV. AT WALL -0.5'
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WATER ELEV. AT TOP OF OVERFLOW SPILLWAY 2.5'
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TOP OF WALL ELEV. 4.5'
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MAX. BOTTOM DEPTH -2.5'
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N.T.S.
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TRANSITION FROM TOP OF WALL TO EXISTING GRADE. RESHAPE AND SEED.
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%%USECTION C-C
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15' TRANSITION
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BOTTOM ELEV. AT WALL -0.5'
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WATER ELEV. AT TOP OF OVERFLOW SPILLWAY 2.5'
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TOP OF WALL ELEV. 4.5'
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MAX. BOTTOM DEPTH -2.5'
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PROPOSED 5' SIDEWALK W/SOD (ADD ALTERNATE #1)
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EXISTING MANHOLE
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ELEV. 4.90'
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ELEV. 4.95'
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10'
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TOP=5.18
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N.T.S.
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SOD
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IF ADD ALTERNATE #1 IS NOT AWARDED TRANSITION SLOPE FROM TOP OF WALL TO TOP OF MANHOLE.
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%%USECTION D-D
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MAX. BOTTOM DEPTH -2.5'
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SLOPE VARIES, TRANSITION TO EXISTING HIGH BANK
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20'
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ELEV.=4.5
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N.T.S.
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3:1 SLOPE
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%%USECTION E-E
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WATER ELEV. AT TOP OF OVERFLOW SPILLWAY 2.5'
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MAX. BOTTOM DEPTH -2.5'
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EXISTING SIDEWALK
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3'
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DEPTH AT TOE OF SLOPE= -0.5'
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TRANSITION TO -2.5 AT BOTTOM OF RETENTION BASIN
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12" HDPE INV.=2.75
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N.T.S.
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RIP-RAP AT PIPE OUTFALL
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BILOXI, MISSISSIPPI 39532
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PHONE: 228-385-2350
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FAX: 228-385-2353
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925 TOMMY MUNRO DRIVE, SUITE G
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Sheet Title
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Project Name
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Sheet
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Project No.
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Checked
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Revised
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Date
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Approved
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Drawn
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19-018
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C7
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D. LOVE
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J. SPIRES
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M. SEYMOUR
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1/20/2020
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FILTER FABRIC
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ELEVATION VARIES
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FILTER FABRIC
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%%UTYPICAL DITCH CROSS SECTION
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5
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1
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RIP-RAP
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DITCH PROTECTION
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18" 100LB RIPRAP
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%%P35'
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FILTER FABRIC
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SUBGRADE
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(ANCHOR IN TRENCH)
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RIP-RAP
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SUBGRADE
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SEED OR SOD
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VARIES
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EXISTING GROUND
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4
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1
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*REQUIRED IF SIDEWALK ABUTS CONCRETE OR ASPHALT.
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COMPACTED SUB-GRADE
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4" CONCRETE PAD WITH 6x6 - W1.4 x W1.4 WWF OR FIBER REINFORCED
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*1/2" EXPANSION JOINT
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*1/2" EXPANSION JOINT
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5' O.C. MAX. CONTROL JOINT
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30' MAX. O.C. EXPANSION JOINT
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WIDTH VARIES SEE PLAN
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4"
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1/2" EXPANSION JOINT 40' O.C.
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3/8"
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1/4" CONTROL JOINT 5' O.C.
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DESIGN NOTE: 1) USER CHECK APPLICABILITY OF LONGITUDINAL EXPANSION JOINTS INSTEAD OF BOND BREAKER MATERIAL 2) CONFIRM ACCEPTABLITY OF FIBER REINFORCED OPTION
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%%USIDEWALK JOINT DETAIL
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NOT TO SCALE
SCALE: 1/4" = 1'-0"TYPICAL WALL SECTION - EAST SIDE
SCALE: 1/2" = 1'-0"CONNECTION TO PILES AND WHALERS
SCALE: 1/4" = 1'-0"DETAIL AT WEST END OF CONCRETE WEIR STRUCTURE
SCALE: 1/4" = 1'-0"PLAN VIEW AT EAST END OF CONCRETE WEIR STRUCTURE
SCALE: 1/4" = 1'-0"SECTION VIEW AT EAST END OF EXISTING CONTROL STRUCTURE
SCALE: 1/4" = 1'-0"DETAIL OF DIVERTER WALL
EAST SIDEWEST SIDE
SCALE: 1/4" = 1'-0"PILE AND TIE-BACK LAYOUT DETAIL
SE
YM
OU
R E
NG
INE
ER
ING
CONS
TRUC
TION
DETA
ILSCO
FFEE
CRE
EK R
ETEN
TION
BASI
NGU
LFPO
RT,
HARR
ISON
COU
NTY,
MIS
SISS
IPPI
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INSITU BACKFILL
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COMPACTED TO 90% STANDARD PROCTOR 57 STONE BACKFILL, BOTTOM @ 5' BELOW TOP OF WALL. (SEE SOILS REPORT)
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MDOT TYPE VI GEOTEXTILE NON-WOVEN
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BACKFILL TRENCH WITH 57 STONE TO 12" BELOW FINISH GRADE
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MINIMUM
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SEE PLAN FOR 12" PVCSANITARY SEWER PIPE LOCATIONS AND INVERTS
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ONE ASTM D12 ANCHOR PILE-12" BUTT BY 12' LONG ON 2/12 BATTER, SEE TIE BACK LAYOUT DETAIL THIS SHEET.
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ASTM D25 SOLDIER PILE @ 5' O.C. MIN. 12" BUTT 5' O.C. MIN. 12" BUTTBY 25' LONG, TREATED
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GALVANIZED OGEE WASHER
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GALVANIZED NUT
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P 3/8x12" GALVANIZED
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L
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TYPICAL NUT AND WASHER AT TIE RODS. TENSION RODS AFTER COMPACTED BACKFILL IS IN PLACE.
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18mm GALV. DYWIDAG FYt=170 KN OR 1" GALV. ASME18.31.3 ORENGINEER APPROVED EQUAL
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NOTE:WEST SIDE SIMILAR EXCEPT ONE ANCHOR PILE TO ONE SOLDIER PILE.
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R=6"
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BLACK ABS FLAT PILE CAP OR APPROVED EQUAL
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ELEV.=4.5'
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2"x12" TREATED CAP @ 1:12 SLOPE1:12 SLOPE
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1-6"x4" WHALER
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2-6"x4" WHALERS
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8"
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3'-4"
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5'-6"
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12"
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TOP OF ANCHOR PILE SHALL BE AT THE SAME ELEVATION AS THE SOLDIER PILES.
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3"x12"x9'-6" TREATED VERTICAL BOARDS WITH 1/16" GAP BETWEEN BOARDS. CUT FROM 10' BOARDS AFTER VIBRATING IN PLACE
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SUGGESTED TRENCH LINE
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2-3/8" GALVANIZED BY 8" LONG LAGSCREWS COUNTER SUNK PER BOARD OR ENGINEER APPROVED EQUAL.
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SOLDIER PILE @ 5' MAX. O.C.
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FIELD FIT BUTT JOINT
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FULL SIZE 6"x4" TREATED WHALERS 1-BOARD TOP WHALER AND 2-BOARDS BOTTOM WHALER
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WATER SIDE
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UPLAND SIDE
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VERTICAL BOARDS NOT SHOWN FOR CLARITY
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ATTACH EACH VERTICAL 3"x12" BOARD TO WHALER WITH TWO GALVANIZED 3/8" x 6" LONG LAG SCREWSPER WHALER WITH GALVANIZED WASHERS.
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EXISTING CONCRETE WEIR STRUCTURE
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WATER SIDE
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EXISTING SHEET PILE
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RIP-RAP THIS SIDE OF SHEET PILE
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ANCHOR PILE
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ANCHOR PILE
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SOLDIER PILE
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SOLDIER PILE
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8'± WHALER TIMBERS
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2"x12" TREATED CAP @ 1:12 SLOPE1:12 SLOPE
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5' DEEP CLAY (CL) TO SEAL
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3"x12"x9'-6" TREATED VERTICAL BOARDS WITH 1/16" GAP BETWEEN BOARDS. CUT FROM 10' BOARDS AFTER VIBRATING IN PLACE
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5' DEEP CLAY (CL) TO SEAL
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CUT LAGGING BOARD AT ANGLE TO FIT
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TIE BACKS
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WHALER TIMBERS
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2"x12" TREATED CAP @ 1:12 SLOPE1:12 SLOPE
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3"x12"x9'-6" TREATED VERTICAL BOARDS WITH 1/16" GAP BETWEEN BOARDS. CUT FROM 10' BOARDS AFTER VIBRATING IN PLACE
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EXISTING WEIR
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3"x12" VERTICAL BOARDS
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ELEV. 4.5
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ELEV. 2.5
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SOLDIER PILE
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EXISTING STEEL SHEET PILE
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ELEV. 3.0
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2"x12" TREATED CAP @ 1:12 SLOPE1:12 SLOPE
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9'-6"
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2-3"x12"
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2-3"x12" WITH 6" GAP
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TIMBER PILE ASTM D25 12" BUTT BY 15' LONG, TREATED.
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6'-5"
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ELEV. 3.5
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6" TYP.
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2-3"x12"
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2-3"x12" WITH 6" GAP
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3"x12" TREATED TIMBER FASTEN AS NOTED IN CONNECTION TO PILES AND WHALERS DETAIL
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SOLDIER PILE
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SOLDIER PILE
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SOLDIER PILE
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ANCHOR PILE
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ANCHOR PILE
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ANCHOR PILE
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ANCHOR PILE
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ANCHOR PILE
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(TYP.)
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SOLDIER PILE
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ANCHOR PILE
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BILOXI, MISSISSIPPI 39532
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PHONE: 228-385-2350
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FAX: 228-385-2353
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925 TOMMY MUNRO DRIVE, SUITE G
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Sheet Title
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Project Name
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Sheet
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Project No.
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Checked
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Revised
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Date
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Approved
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Drawn
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19-018
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C8
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D. LOVE
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J. SPIRES
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M. SEYMOUR
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1/20/2020
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