Industrial Facility Pier Floating Dock Drawings PDF.pdf

PDF 5 MB Posted Jul 21, 2023

Attached to: Replacement of Floating Pier Brow Post -ST. LOUIS
Solicitation number: 70Z02923QNEWO123
Issued by: Department of Homeland Security US Coast Guard

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Written by GovTribe AI · Dec 21, 2023

This document provides drawings and specifications for replacement of a floating pier and brow post at the St. Louis Coast Guard base. Key details include replacement of an existing 450-foot long floating pier with guide piles, mooring clusters, and two cranes. Drawings show the pier layout and sections, fixed pier framing, closure structure, and details for items like reinforcing, handrails, and fendering. Specifications cover design loads, materials, and construction requirements. The solicitation number and agency indicate this project opportunity is being procured through the Department of Homeland Security Coast Guard.

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COVER SHEET

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RJS

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BWD

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RJS

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ILLINOIS

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MISSOURI

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ST LOUIS

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LOCATION MAP

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NO SCALE

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ST. LOUIS

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U.S. ACOE

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SERVICE BASE

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MISSISSIPPI RIVER

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MISSOURI RIVER

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MISSISSIPPI RIVER

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INDEX OF SHEETS

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CIVIL

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STRUCTURAL

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ELECTRICAL

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COVER SHEET

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LEGEND AND ABBREVIATIONS

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EXISTING SITE CONDITIONS - TOPO

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EXISTING SITE CONDITIONS - UTILITY

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EXISTING SITE CONDITIONS - HYDRO

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BORINGS - SHEET 1

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BORINGS - SHEET 2

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BORINGS - SHEET 3

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BORINGS - SHEET 4

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DEMOLITION AND CONSTRUCTION LIMIT PLAN

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EROSION CONTROL PLAN

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FINAL SITE PLAN (LANDSIDE)

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FINAL SITE PLAN (RIVERSIDE)

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UTILITY SITE PLAN (LANDSIDE)

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UTILITY SITE PLAN (RIVERSIDE)

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STRUCTURAL NOTES AND LEGENDS

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RIVERSIDE PLAN AND ELEVATION

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CLOSURE STRUCTURE - PLAN AND DETAILS

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STAIRWAY PLAN AND DETAILS

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BRIDGE - FRAMING AND DETAILS

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FIXED PIER - FRAMING AND SLAB PLANS

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FLOATING DOCK - GENERAL LAYOUT

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CLOSURE STRUCTURE - REINFORCING DETAILS

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CLOSURE STRUCTURE - GATE DETAILS

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CLOSURE STRUCTURE - SEAL DETAILS

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BRIDGE - ABUTMENT DETAILS

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BRIDGE - PIER AND MISCELLANEOUS DETAILS

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FIXED PIER - FRAMING DETAILS

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MOORING PILE - FRAMING DETAILS

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FIXED PIER - MISCELLANEOUS DETAILS

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FLOATING DOCK - STRUCTURAL LAYOUT

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FLOATING DOCK DETAILS - SHEET 1

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FLOATING DOCK DETAILS - SHEET 2

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FLOATING DOCK DETAILS - SHEET 3

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FLOATING DOCK DETAILS - SHEET 4

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CAPTURE FRAME DETAILS

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BUOY STORAGE RACK PLAN

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BUOY STORAGE RACKS

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CRANE DETAILS

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STORAGE BUILDING

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ONE-LINE DIAGRAMS

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ELECTRICAL SITE PLAN (LANDSIDE)

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ELECTRICAL SITE PLAN (RIVERSIDE)

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ELECTRICAL DETAILS (LANDSIDE)

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ELECTRICAL DETAILS (RIVERSIDE)

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ELECTRICAL DETAILS

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JOINTING PLAN - SHEET 1

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JOINTING PLAN - SHEET 2

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RAILROAD GEOMETRICS AND PROFILE

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CIVIL DETAILS - SHEET 1

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CIVIL DETAILS - SHEET 2

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CIVIL DETAILS - SHEET 3

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UTILITY DETAILS - SHEET 1

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UTILITY DETAILS - SHEET 2

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UTILITY DETAILS - SHEET 3

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UTILITY DETAILS - SHEET 4

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UTILITY DETAILS - SHEET 5

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UTILITY DETAILS - SHEET 6

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OVERHEAD CONSTRUCTION DETAILS

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NOT USED

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HEAT TRACING DETAILS

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SHEET TITLE

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U.S. COAST GUARD

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U.S. ACOE SERVICE BASE

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FACILITIES DESIGN AND CONSTRUCTION CENTER, ATLANTIC

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ST. LOUIS, MISSOURI

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UNITED STATES COAST GUARD

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NORFOLK, VIRGINIA 23513

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ST. LOUIS BASE RELOCATION

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GENERAL

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DISC/SHT. NO.

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DWG. NO.

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SHEET TITLE

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DISC/SHT. NO.

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DWG. NO.

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INDEX OF SHEETS

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SHEET TITLE

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DISC/SHT. NO.

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DWG. NO.

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SHEET TITLE

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DISC/SHT. NO.

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DWG. NO.

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A-1 FLOOR PLAN

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A-2 ELEVATIONS

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A-3 ELEVATIONS

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A-4 BUILDING SECTION

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A-5 WALL SECTIONS/DETAILS

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A-6 FINISH/DOOR SCHEDULE

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A-7 DOOR DETAILS

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A-8 DETAILS

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A-9 DETAILS

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A-10 REFLECTED CEILING PLAN

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A-11 TOILET ELEVATIONS

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S-30 FOUNDATION/FLOOR PLAN

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S-31 NOTES & FRAME REACTIONS

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S-32 FOOTING SECTIONS

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S-33 FOOTING SECTIONS

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S-34 SECTIONS & DETAILS

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S-35 CANOPY FRAMING PLAN

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S-36 CANOPY FRAMING DETAILS

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S-37 EQUIP. PLATFORM/DETAILS

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S-38 MEZZANINE PLAN/DETAILS

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S-39 MISCELLANEOUS DETAILS

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S-40 ANTENNA TEST TOWER

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S-41 TOWER FRAMING PLAN

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P-1 WATER/AIR/GAS PLAN

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P-2 DRAIN/VENT PLAN

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P-3 WATER RISER DIAGRAM

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P-4 WASTE/VENT RISER DIAGRAM

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P-5 LEGENDS/SCHEDULE

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M-1 HVAC DUCT PLAN

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M-2 HVAC PIPE PLAN

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M-3 HVAC SECTIONS/PLAN

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M-4 HVAC PIPE DIAGRAMS

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M-5 HVAC DETAILS

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M-6 HVAC SCHEDULE/LEGENDS

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M-7 HVAC SCHEDULES

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E-10 ELECTRICAL LEGEND

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E-11 LIGHTING PLAN

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E-12 POWER PLAN I

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E-13 POWER PLAN II

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E-14 TELECOMMUNICATIONS PLAN

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E-15 FIRE ALARM PLAN

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E-16 ONE LINE DIAGRAM

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E-17 PANEL SCHEDULES

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E-18 PANEL SCHEDULES

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E-19 TELE RISER DIA. & DETAILS

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E-20 EQUIPMENT SCHEDULE

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E-21 DETAILS, ENLARGED PLANS

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E-22 LIGHT. FIX SCHED, LIGHT. PLATES

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E-23 LIGHTING PLATES

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E-24 RISER DIAGRAMS, MISC. DETAILS

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INDUSTRIAL BUILDING

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WATERFRONT FACILITIES

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NOT USED

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NOT USED

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A-12 ROOF PLAN/DETAILS

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STRUCTURAL

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MECHANICAL

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ELECTRICAL

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ARCHITECTURAL

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PLUMBING

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DREDGING AND RIPRAP PLAN

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CHIEF OF DIVISION

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PLOTTING SCALE:

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APPROVED:

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FACILITIES DESIGN & CONSTRUCTION CENTER

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NORFOLK, VA.

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U.S. COAST GUARD

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DISCIPLINE/SHT NO

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REVIEWED BY:

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REVIEWED BY:

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REVIEWED BY:

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SHEET OF

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SCALE:

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DRAWING NUMBER

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BRANCH CHIEF

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PROJECT ENGINEER

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CHECKED

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EDITED

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DRAWN

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DESIGNED

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DESCRIPTION

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APPR.

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DATE

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REV.

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CIVIL ENGINEERING

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DATE

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SDA

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STANLEY

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ST. LOUIS BASE RELOCATION

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ST. LOUIS

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MISSOURI

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US ARMY CORPS OF ENGINEERS SERVICE BASE

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STANLEY CONSULTANTS

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INTERNATIONAL CONSULTANTS IN ENGINEERING,

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ARCHITECTURE, PLANNING, AND MANAGEMENT

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$$$$$$$$$$$$FILENAME$$$$$$$$$$$$

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AS NOTED

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AS NOTED

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RJS

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AS-BUILT

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SAE

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BWD

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STRUCTURAL NOTES AND LEGENDS

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STRUCTURAL STEEL NOTES:

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CONCRETE NOTES:

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REINFORCING STEEL NOTES:

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FIELD MEASUREMENT NOTES:

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ELEVATIONS: REFER TO TOP SURFACE OF FLANGE OF MEMBER (AND CENTERLINE OF

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PIPES) UNLESS SHOWN OTHERWISE.

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FRAMING MEMBERS NOTED BY DEPTH AND WEIGHT SHALL CONFORM TO THE AISC

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SPECIFICATION. FRAMING MEMBERS NOTED BY DEPTH ONLY ARE FULLY SIZED ON

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ANOTHER PLAN OR ELEVATION DRAWING.

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WELD SYMBOLS SHOWN MAY NOT DISTINGUISH BETWEEN FIELD AND SHOP WELDING.

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CONTRACTOR SHALL PROVIDE AS MUCH WELDING AS PRACTICAL IN THE SHOP.

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CONTRACTOR'S SHOP DRAWINGS SHALL SHOW ALL WELDING AND DISTINGUISH BETWEEN

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FIELD AND SHOP WELDING.

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WHERE FILLET WELD SIZES ARE NOT NOTED ON DRAWINGS, PROVIDE MINIMUM SIZE IN

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ACCORDANCE WITH AWS D1.1, 2.7. ALL OTHER TYPE WELDS NOT SIZED ON DRAWINGS

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SHALL DEVELOP FULL STRENGTH OF MEMBERS ATTACHED.

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PROVIDE 2" DIAMETER DRAINAGE HOLES @ 4'-0" 0.C. WHERE FRAMING MEMBER

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ORIENTATION MAY TRAP WATER.

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CONNECTIONS SHALL BE DESIGNED AT 100% OF ALLOWABLE STRESS PER AISC

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MANUAL OF STEEL CONSTRUCTION - ALLOWABLE STRESS DESIGN.

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UNLESS NUMBER OF BOLTS IS SPECIFICALLY CALLED OUT ON DRAWINGS, DETAILS OF

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BOLTED CONNECTIONS ARE NOT INTENDED TO SHOW EXACT NUMBER OF BOLTS, BUT ARE

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SYMBOLIC ONLY. DESIGN CONNECTION FOR NUMBER OF BOLTS REQUIRED BY DRAWINGS

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AND SPECIFICATIONS.

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EXPOSED CONCRETE CORNER CHAMFER: 1" UNLESS SHOWN OTHERWISE.

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ALL CONSTRUCTION JOINTS SHALL HAVE KEYWAYS UNLESS SHOWN OTHERWISE.

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KEYWAY DIMENSIONS: DEPTH 1-1/2"; WIDTH ONE-THIRD THAT OF MEMBER UNLESS

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SHOWN OTHERWISE.

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REINFORCING CONCRETE COVER UNLESS OTHERWISE SHOWN: 1 1/2" WITH FOLLOWING

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EXCEPTIONS; 2" FOR #6 BARS AND LARGER FOR CONCRETE EXPOSED TO EARTH OR

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WEATHER; 3" WHEN DEPOSITED AGAINST EARTH; 3/4" FOR WALLS AND SLABS NOT

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EXPOSED TO EARTH OR WEATHER.

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SECURE WATERSTOPS TO PREVENT DISPLACEMENT OR FOLDING OVER DURING PLACEMENT

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OF CONCRETE. SECURE BY TYING WITH WIRE TO REINFORCING STEEL OR OTHER

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APPROVED METHOD.

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PROVIDE SETTING TEMPLATES TO POSITION ANCHOR BOLTS PRIOR TO PLACING

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CONCRETE. ACCURATELY POSITION BOLTS TO ASSURE CORRECT VERTICAL AND

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HORIZONTAL LOCATION TO MATCH STEEL OR EQUIPMENT BOLT PATTERN.

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ALL METAL FABRICATIONS EMBEDDED IN CONCRETE, OTHER THAN REINFORCING AND

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ANCHOR BOLTS, SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE

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WITH ASTM A123 AND ASTM A386 AS APPLICABLE.

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CONCRETE SHALL NOT BE LOADED UNTIL IT HAS CURED SUFFICIENTLY TO WITHSTAND

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LOADING AND UNTIL PROPER SHORING AND BRACING HAVE BEEN INSTALLED.

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DO NOT PLACE LOADS WITHIN 6 FEET OF CONSTRUCTION JOINT IN SLABS FOR AT

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LEAST 7 DAYS AFTER SLAB IS PLACED.

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REINFORCING CONTINUOUS AROUND ALL CORNERS UNLESS SHOWN OTHERWISE.

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REINFORCING CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS SHOWN OTHERWISE.

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CONFORM WITH ACI 318 AND ACI STANDARD FOR "DETAILS AND DETAILING OF

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CONCRETE REINFORCEMENT."

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TERMINATE ALL REINFORCING STEEL AT EXPANSION JOINTS UNLESS SHOWN

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OTHERWISE.

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WELDING OF REINFORCING BARS AT CROSSING POINTS IS NOT PERMITTED EXCEPT

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WHERE SPECIFICALLY SHOWN.

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MINIMUM BAR SPLICE LAP LENGTH SHALL BE AS SHOWN. WHERE LAP LENGTH IS NOT

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SHOWN ON DRAWINGS, USE MINIMUM LENGTH SHOWN IN THE FOLLOWING TABLE.

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TOP BARS ARE DEFINED AS HORIZONTAL BARS PLACED SO THAT MORE THAN 12"

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OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR, EXCEPT THAT

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MULTIPLE HORIZONTAL BARS IN A SINGLE VERTICAL PLANE, SUCH AS

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HORIZONTAL BARS IN WALLS, NEED NOT BE CONSIDERED TOP BARS.

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EXTRA REINFORCING SHALL BE IN ADDITION TO REINFORCING SHOWN OR NOTED.

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LOCATE SPLICES WHERE SHOWN. WHERE NO SPLICES ARE SHOWN, TOP REINFORCING

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IN SLABS AND BEAMS MAY BE SPLICED IN MIDDLE ONE-HALF OF SPAN BETWEEN

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SUPPORTS AND BOTTOM REINFORCING MAY BE SPLICED OVER OR NEAR SUPPORTS.

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FOR SLAB REINFORCING BARS, PLACE BARS SPANNING IN THE SHORT DIRECTION WITH

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MINIMUM CONCRETE COVER SPECIFIED UNLESS SHOWN OTHERWISE.

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PROVIDE STANDARD 90 DEGREE HOOKS FOR TOP REINFORCING BARS AT DISCONTINUOUS

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END OF ALL BEAMS AND SLABS UNLESS SHOWN OTHERWISE.

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PROVIDE ONE #4 X 4'-6" EXTRA DIAGONAL REINFORCING EACH FACE AT CORNERS OF

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ALL RECTANGULAR OPENINGS AND AT 45 DEGREES TO MAIN REINFORCING FOR

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CIRCULAR OPENINGS UNLESS SHOWN OTHERWISE.

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PROVIDE ONE #4 EXTRA REINFORCING ALONG OPENING EDGE EACH FACE; EXTEND BARS

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MINIMUM OF 2'-0" BEYOND EDGE OF RECTANGULAR OPENING AND BEYOND

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PERPENDICULAR PROJECTION OF ROUND OPENING ON REINFORCING BAR UNLESS SHOWN

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OTHERWISE.

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LOCATE FIRST STIRRUP ONE-HALF STIRRUP SPACE FROM EDGE OF SUPPORT.

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DIMENSIONS: TO CENTERLINES OF COLUMNS, BEAMS AND PIPES; BACKS OF CHANNELS

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AND ANGLES; TOP SURFACES OF BEAMS AND TUBES.

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DO NOT PERFORM ANY OPERATIONS NEAR GROUND SLAB PLACEMENT WHICH COULD

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CAUSE VIBRATION OR SETTLEMENT OF THE SUPPORTING SOIL STRATA FOR AT LEAST

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7 DAYS AFTER SLAB IS PLACED.

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CONSTRUCTION CRANE OR OTHER HEAVY ERECTION EQUIPMENT WILL NOT BE PERMITTED

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ON SLABS.

AutoCAD SHX Text 8.

AutoCAD SHX Text 9.

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SHIFT REINFORCING BARS TO CLEAR ANCHOR BOLTS AND EMBEDDED ITEMS. CUTTING

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OF REINFORCING BARS NOT PERMITTED.

AutoCAD SHX Text TABLES ABOVE BASED UPON fy = 60,000 PSI, CLASS B SPLICE, AutoCAD SHX Text NORMAL WEIGHT (150 PCF) CONCRETE, AND f'c = 4,000 PSI.

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PROVIDE REINFORCING BAR DOWELS IN FOOTINGS OF THE SAME NUMBER, SPACING AND

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SIZE AS WALL VERTICAL REINFORCING UNLESS SHOWN OTHERWISE.

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ALL DIMENSIONS OF EXISTING CONSTRUCTION ARE APPROXIMATE; CONTRACTOR SHALL

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MAKE ALL NECESSARY FIELD MEASUREMENTS OF EXISTING STRUCTURES, TO VERIFY

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DIMENSIONS SHOWN ON DRAWINGS AND TO PROVIDE DIMENSIONS NOT SHOWN, PRIOR

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TO FABRICATION. COSTS FOR MODIFICATIONS OF NEW CONSTRUCTION, DUE TO LACK

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OF CONFIRMATION OF DIMENSIONS BY FIELD MEASUREMENTS SHALL BE BORNE BY

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CONTRACTOR.

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DESIGN VESSEL - CHEYENNE

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EXISTING BARGE WITH CHEYENNE

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1. CODES:

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A. AASHTO (AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICALS)

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B. UBC (UNIFORM BUILDING CODE)

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C. AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION)

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D. ACI (AMERICAN CONCRETE INSTITUTE)

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E. AWS (AMERICAN WELDING SOCIETY)

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F. ABS (AMERICAN BUREAU OF SHIPPING)

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2. DESIGN VESSEL - SUMAC

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LENGTH OVERALL 115 FT

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BEAM 30 FT

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3. DESIGN BARGE

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LENGTH 136 FT

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BEAM 32 FT

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DEPTH 7 FT

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4. DESIGN LOADS

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A. LIVE LOADS ON FIXED PIER AND ACCESS BRIDGE:

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1. UNIFORM LIVE LOAD: 175 PSF

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2. TRUCK LOADING: AASHTO HS20-44 TRUCK LOADING CONSISTING OF 2 AXLE LOADS OF

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32,000 LBS EACH AND ONE AXLE LOAD OF 8,0000 LBS FOR A TOTAL LOAD OF 72,000 LBS.

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3. FORK LIFT: 3 TON CAPACITY

AutoCAD SHX Text FRONT AXLE LOADING OF 16,300 LBS AND REAR AXLE LOADING OF 3,000 LBS WITH A 6'-10" WHEEL BASE

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B. LIVE LOADS ON FLOATING DOCK

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1. UNIFORM LIVE LOAD: 175 PSF

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2. UTILITY LOADS

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C. LIVE LOADS ON ACCESS RAMP

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3. UTILITY LOADS

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D. WIND LOADS:

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1. WIND VELOCITY OF 70 MPH ON STRUCTURES AND VESSELS.

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2. WIND VELOCITY OF 70 MPH WITH A PRESSURE COEFFICIENT FACTOR OF 1.4 ON LIGHT STANDARDS.

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E. SEISMIC FORCES:

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1. UBC SEISMIC ZONE 2A, Z=0.15, I=1.25

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F. SHIP BERTHING:

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1. DESIGN VESSELS BERTHING WITH A VELOCITY OF ONE KNOT AT AN ANGLE OF APPROACH NOT EXCEEDING

AutoCAD SHX Text 10 DEGREES WITH THE WHARF FACE. NORMAL COMPOMENT OF APPROACH VELOCITY OF 0.3 FT/SEC.

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ALL BARS INDICATED AS BEING BENT SHALL HAVE STANDARD 90 HOOKS UNLESS

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SHOWN OTHERWISE. 180 HOOKS ARE AN ACCEPTABLE ALTERNATE WHERE APPROVED BY

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CONTRACTING OFFICER.

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BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11

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TOP BARS 16 20 25 29 46 61 77 98 120

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OTHER BARS 16 16 20 23 36 47 59 75 92

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PROVIDE PIPE SLEEVE FOR ALL PIPES AND CONDUITS THAT PASS THROUGH

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CONCRETE. MAKE SLEEVES IN WALLS FLUSH AND EXTEND SLEEVES IN FLOORS 4"

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ABOVE TOP OF FLOOR UNLESS SHOWN OTHERWISE.

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PROVIDE WATERSTOPS FOR ALL JOINTS IN THE FLOODWALL CLOSURE

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STRUCTURE.

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CONSTRUCTION JOINTS AS SHOWN MAY BE VARIED TO SUIT PLACING SEQUENCE

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PROVIDED THE RELOCATION, ADDITION, OR DELETION OF CONSTRUCTION JOINTS IS

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APPROVED BY THE CONTRACTING OFFICER PRIOR TO PREPARATION OF REINFORCING STEEL

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SHOP DRAWINGS.

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LENGTH OVERALL

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BEAM

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DRAFT LOADED

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LOADED DISPLACEMENT TONNAGE

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76 FT

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22 FT

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4.125 FT

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141 SHORT TONS

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LENGTH

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BEAM

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DEPTH

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LOADED DISPLACEMENT TONNAGE

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100 FT

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31 FT

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6 FT

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238 SHORT TONS

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7 FT

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DRAFT LOADED

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410 SHORT TONS

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LOADED DISPLACEMENT TONNAGE

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507 SHORT TONS

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LOADED DISPLACEMENT TONNAGE

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1. UNIFORM LIVE LOAD: 50 PSF

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2. 500 POUND CONCENTRATED LOAD

AutoCAD SHX Text 8.

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PILE CHART

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LOCATION

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BRIDGE ABUTMENT

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CLOSURE STRUCTURE

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PIER NO 1

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PIER NO 2

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COL LINE A, UNO

AutoCAD SHX Text A-9, A-10

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COL LINE C

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COL LINE D

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COL LINE E

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MOORING PILE BRACING

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PILE

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SIZE

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HP10 X 57

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HP10 X 57

AutoCAD SHX Text 20"

AutoCAD SHX Text 18"

AutoCAD SHX Text 36"

AutoCAD SHX Text 18"

AutoCAD SHX Text 36"

AutoCAD SHX Text 24"

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REQUIRED

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CAPACITY

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26 TONS

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43 TONS

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70 TONS

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70 TONS

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70 TONS

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100 TONS

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25 TONS

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ESTIMATED

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LENGTH

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75 FT

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97 FT

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83 FT

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83 FT

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72 FT

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72 FT

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NOTES

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PREDRILL

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PREDRILL

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CONCRETE FILLED

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G. AISI (AMERICAN IRON AND STEEL INSTITUTE)

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NUMBER REQ'D

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COL LINE B

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70 TONS

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* DRIVE TO BEDROCK, ELEVATION 325 ( )

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CONCRETE FILLED

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110 FT

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CONCRETE FILLED

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109 FT

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97 FT

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97 FT

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UNCOATED REINFORCING BAR

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MINIMUM SPLICE LAP LENGTH IN INCHES

AutoCAD SHX Text C.

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FOR EPOXY COATED REINFORCING BAR LAP LENGTHS, MULTIPLY

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THE VALUES IN THE TABLE ABOVE BY 1.5.

AutoCAD SHX Text 17.

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REINFORCING BAR INDICATED WITH "(E)" SHALL BE COATED EPOXY.

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STRUCTURAL NOTES FOR DRAWING 02-A5002 ONLY:

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G. MOORING FORCES:

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1. 36 INCH MOORING CLEAT CAPACITY = 10 TONS.

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H. CURRENT VELOCITY:

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1. PARALLEL TO SHORE = 8 FEET PER SECOND (4.7 KNOTS)

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2. NORMAL TO SHORE = 6 FEET PER SECOND (3.6 KNOTS)

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I. STORAGE BUILDING: SEE SHEET S25-(OPTIONAL BID ITEM 3)

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5. ALLOWABLE STRESSES:

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A. CAST-IN-PLACE CONCRETE

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1. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: f'c = 4,000 PSI

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2. BAR REINFORCEMENT: ASTM A615 GRADE 60, YIELD STRENGTH: fy = 60,000 PSI

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B. CONCRETE FILL IN STEEL PIPE PILES

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1. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: f'c = 3,000 PSI

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C. STRUCTURAL STEEL: ASTM A36

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D. BOLTS

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1. HIGH STRENGTH CONNECTION BOLTS: ASTM A325

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2. OTHER BOLTS UNLESS OTHERWISE NOTED: ASTM A307

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E. WELDS

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1. MANUAL WELDING ELECTRODES: E70XX

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F. PILES

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1. STEEL PIPE: ASTM A252 GRADE 2

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G. TIMBER

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1. OAK RUBBING STRIPS:

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SELECT STRUCTURAL

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MIN. COMPRESSION PERPENDICULAR TO GRAIN = 800 PSI

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H. TUBE HANDRAILS: ASTM A500, GRADE B

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6. RIVER LEVEL

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LOW WATER OPERATING LEVEL = ELEVATION 376.1 MSL, -3.5 GAGE

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MAXIMUM OPERATING LEVEL (50 YEAR FLOOD) = ELEVATION 421.5 MSL, 41.9 GAGE

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MAXIMUM DESIGN LEVEL (100 YEAR FLOOD) = ELEVATION 423.8 MSL, 44.2 GAGE

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APPROXIMATE 500 YEAR FLOOD = ELEVATION 426.1 MSL, 46.5 GAGE

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114 FT

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CHIEF OF DIVISION

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PLOTTING SCALE:

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APPROVED:

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FACILITIES DESIGN & CONSTRUCTION CENTER

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NORFOLK, VA.

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U.S. COAST GUARD

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DISCIPLINE/SHT NO

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REVIEWED BY:

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REVIEWED BY:

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REVIEWED BY:

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SHEET OF

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SCALE:

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DRAWING NUMBER

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BRANCH CHIEF

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PROJECT ENGINEER

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CHECKED

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EDITED

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DRAWN

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DESIGNED

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DESCRIPTION

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APPR.

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DATE

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REV.

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CIVIL ENGINEERING

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DATE

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SDA

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STANLEY

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ST. LOUIS BASE RELOCATION

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WATERFRONT FACILITIES

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ST. LOUIS

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MISSOURI

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US ARMY CORPS OF ENGINEERS SERVICE BASE

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STANLEY CONSULTANTS

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INTERNATIONAL CONSULTANTS IN ENGINEERING,

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ARCHITECTURE, PLANNING, AND MANAGEMENT

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$$$$$$$$$$$$FILENAME$$$$$$$$$$$$

AutoCAD SHX Text 13402 Revision

AutoCAD SHX Text 02-A5002

AutoCAD SHX Text

AS NOTED

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AS NOTED

AutoCAD SHX Text

AutoCAD SHX Text 6/16/00

AutoCAD SHX Text

RJS

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AS-BUILT

AutoCAD SHX Text

SAE

AutoCAD SHX Text

RONALD J. SCHULTE

AutoCAD SHX Text 07-31-1997

AutoCAD SHX Text E-26669

AutoCAD SHX Text

MO. REG. NO.

AutoCAD SHX Text

REV. 0 :

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THE ORIGINAL OF THIS DRAWING WAS

SIGNED AND SEALED BY:

AutoCAD SHX Text

KCT

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LJO

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RJS

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TOP OF WATER (SURVEY)

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15' WIDE BRIDGE

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EXISTING

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GRADE

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EL 424.9

AutoCAD SHX Text

BARGE

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FLOATING DOCK

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FLOATING DOCK AT DESIGN LOW WATER

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(EL 376.08, -3.5' GAGE)

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2 TON CRANE WITH 55' REACH

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SCALE: NONE

AutoCAD SHX Text S2

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ACCESS RAMP

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CLOSURE STRUCTURE

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SECURITY FENCE

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AT STAIR

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CLOSURE GATE

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CHAINLINK

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SECURITY GATE

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3-PILE MOORING

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CLUSTER (TYP)

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2-PILE MOORING

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CLUSTER

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CLOSURE STRUCTURE

AutoCAD SHX Text

SEE SHEET S3

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WATERFRONT PLAN

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35' X 225' FIXED PIER

AutoCAD SHX Text

SEE SHEET S6

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

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L PIER NO. 1

AutoCAD SHX Text C

AutoCAD SHX Text

STAIR OVER WALL

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SEE SHEET S4

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2 TON CRANE

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55' REACH

AutoCAD SHX Text

FLOATING DOCK

AutoCAD SHX Text

SEE SHEET S7

AutoCAD SHX Text

RIVERSIDE PLAN AND ELEVATION

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50 YEAR FLOOD EL 421.5

AutoCAD SHX Text

MAXIMUM OPERATING LEVEL

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35' WIDE FIXED

AutoCAD SHX Text

PIER

AutoCAD SHX Text

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text

5' X 125' ACCESS RAMP

AutoCAD SHX Text

AutoCAD SHX Text S2

AutoCAD SHX Text

AutoCAD SHX Text S2

AutoCAD SHX Text

EXISTING DOCK

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15' WIDE BRIDGE

AutoCAD SHX Text

SEE SHEET S5

AutoCAD SHX Text

SECTION

AutoCAD SHX Text S2

AutoCAD SHX Text

L PIER NO. 2

AutoCAD SHX Text C

AutoCAD SHX Text

NORTH

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BARGE (N.I.C.)

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USCGC CHEYENNE (N.I.C.)

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BARGE (N.I.C.)

AutoCAD SHX Text

USCGC SUMAC (N.I.C.)

AutoCAD SHX Text

L FLOODWALL

AutoCAD SHX Text C

AutoCAD SHX Text

WATERLINE AT TIME OF SURVEY

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100 YEAR FLOOD EL 423.8

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MAXIMUM WATER LEVEL

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FOR CUTTER ACCESS

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SEE SHEET C9 FOR TYPICAL SECTION

AutoCAD SHX Text

OF DREDGING AND RIPRAP LIMITS.

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DREDGING IS NOT IN CONTRACT.

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2 TON CRANE AT COLUMN LINE C-4

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IS OPTIONAL BID ITEM 1. 2 TON CRANE

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AT COLUMN LINE C-12 IS INCLUDED

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IN BASE BID.

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2 TON CRANE AT COLUMN LINE C-4

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IS OPTIONAL BID ITEM 1. 2 TON CRANE

AutoCAD SHX Text

AT COLUMN LINE C-12 IS INCLUDED

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IN BASE BID.

AutoCAD SHX Text X

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CHIEF OF DIVISION

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PLOTTING SCALE:

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APPROVED:

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FACILITIES DESIGN & CONSTRUCTION CENTER

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NORFOLK, VA.

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U.S. COAST GUARD

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DISCIPLINE/SHT NO

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REVIEWED BY:

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REVIEWED BY:

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REVIEWED BY:

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SHEET OF

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SCALE:

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DRAWING NUMBER

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BRANCH CHIEF

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PROJECT ENGINEER

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CHECKED

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EDITED

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DRAWN

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DESIGNED

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DESCRIPTION

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APPR.

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DATE

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REV.

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CIVIL ENGINEERING

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DATE

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SDA

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STANLEY

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ST. LOUIS BASE RELOCATION

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WATERFRONT FACILITIES

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ST. LOUIS

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MISSOURI

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US ARMY CORPS OF ENGINEERS SERVICE BASE

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STANLEY CONSULTANTS

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INTERNATIONAL CONSULTANTS IN ENGINEERING,

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ARCHITECTURE, PLANNING, AND MANAGEMENT

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$$$$$$$$$$$$FILENAME$$$$$$$$$$$$

AutoCAD SHX Text 13402 Revision

AutoCAD SHX Text 02-A5002

AutoCAD SHX Text

AS NOTED

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AS NOTED

AutoCAD SHX Text

AutoCAD SHX Text 6/16/00

AutoCAD SHX Text

RJS

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AS-BUILT

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SAE

AutoCAD SHX Text

RONALD J. SCHULTE

AutoCAD SHX Text 07-31-1997

AutoCAD SHX Text E-26669

AutoCAD SHX Text

MO. REG. NO.

AutoCAD SHX Text

REV. 0 :

AutoCAD SHX Text

THE ORIGINAL OF THIS DRAWING WAS

SIGNED AND SEALED BY:

KCT

AutoCAD SHX Text

GLE

AutoCAD SHX Text

RJS

AutoCAD SHX Text S3

AutoCAD SHX Text

CLOSURE STRUCTURE - PLAN AND DETAILS

AutoCAD SHX Text

PLAN

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LANDSIDE

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RIVERSIDE

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 3'-2"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 1'-2 1/4"

AutoCAD SHX Text 1'-10 1/4"

AutoCAD SHX Text

RECESS IN CONCRETE FOR

AutoCAD SHX Text

GATE CLOSING BAR ANCHORS

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 2'-11 1/4"

AutoCAD SHX Text 1'-11 1/4"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

L FLOODWALL

AutoCAD SHX Text C

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text

L FLOODWALL

AutoCAD SHX Text C

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 21'-0"

AutoCAD SHX Text 15'-0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

15'-0" CLEAR OPENING

AutoCAD SHX Text C

AutoCAD SHX Text

L CLOSURE

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STRUCTURE

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L SILL P

AutoCAD SHX Text L

AutoCAD SHX Text

EXISTING FLOODWALL

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

EXISTING FLOODWALL

AutoCAD SHX Text

FOOTING

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L FLOODWALL

AutoCAD SHX Text C

AutoCAD SHX Text 1'-9"

AutoCAD SHX Text 9 5/8"

AutoCAD SHX Text L

AutoCAD SHX Text

SWING RADIUS = 17'-8"

AutoCAD SHX Text 6"

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

SHEET PILING

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 11 1/8"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 11 1/8"

AutoCAD SHX Text 9 7/8"

AutoCAD SHX Text

15'-0" CLEAR OPENING

AutoCAD SHX Text 6 1/2"

AutoCAD SHX Text 3'-2"

AutoCAD SHX Text 1'-2 1/4"

AutoCAD SHX Text L

AutoCAD SHX Text

3/4" BEARING P

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

L HINGE

AutoCAD SHX Text

ANCHOR P

AutoCAD SHX Text L

AutoCAD SHX Text

L SEAL P

AutoCAD SHX Text L

AutoCAD SHX Text

EL 416.7( )

AutoCAD SHX Text

MATCH

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EL 430.7( )

AutoCAD SHX Text

MATCH EXISTING

AutoCAD SHX Text 5'-8 3/8"( )

AutoCAD SHX Text 1'-4 1/8"( )

AutoCAD SHX Text

AutoCAD SHX Text 1'-4 1/8"( )

AutoCAD SHX Text 5'-8 3/8"( )

AutoCAD SHX Text

AutoCAD SHX Text 3/4"

AutoCAD SHX Text

EL 430.7( )

AutoCAD SHX Text

MATCH EXISTING

AutoCAD SHX Text C

AutoCAD SHX Text

L SEAL P

AutoCAD SHX Text L

AutoCAD SHX Text

3/4" BEARING P

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SECTION

AutoCAD SHX Text S3

AutoCAD SHX Text

SECTION

AutoCAD SHX Text S3

AutoCAD SHX Text

SECTION

AutoCAD SHX Text S3

AutoCAD SHX Text

SECTION

AutoCAD SHX Text S3

AutoCAD SHX Text

SECTION

AutoCAD SHX Text S3

AutoCAD SHX Text

SECTION

AutoCAD SHX Text S3

AutoCAD SHX Text

AutoCAD SHX Text 3/8"=1'-0'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 6'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3/8"=1'-0'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 6'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3/8"=1'-0'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 6'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3/8"=1'-0'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 6'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3/4"=1'-0'

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text 1'

AutoCAD SHX Text 6"

AutoCAD SHX Text 3/4"=1'-0'

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text 1'

AutoCAD SHX Text 6"

AutoCAD SHX Text 3/4"=1'-0'

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text 1'

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

AutoCAD SHX Text S3

AutoCAD SHX Text

AutoCAD SHX Text S3

AutoCAD SHX Text

AutoCAD SHX Text S3

AutoCAD SHX Text

AutoCAD SHX Text S3

AutoCAD SHX Text

AutoCAD SHX Text S3

AutoCAD SHX Text

AutoCAD SHX Text S3

AutoCAD SHX Text

AutoCAD SHX Text S3

AutoCAD SHX Text

AutoCAD SHX Text S3

AutoCAD SHX Text

AutoCAD SHX Text S3

AutoCAD SHX Text

AutoCAD SHX Text S3

AutoCAD SHX Text 10"

AutoCAD SHX Text C

AutoCAD SHX Text

BOTTOM OF EXISTING

AutoCAD SHX Text

SHEET PILING

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GATES NOT SHOWN

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FOR CLARITY

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GATE LOCKING P #2

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SEE DETAILS ON SHEET S10

AutoCAD SHX Text

L OF CLOSING

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BAR ANCHORS

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(SEE SHEET S10)

AutoCAD SHX Text

SEE SHEET S4 FOR

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DETAILS OF GUARD

AutoCAD SHX Text

FENCE ATTACHMENT

AutoCAD SHX Text

TOP OF SILL

AutoCAD SHX Text

EL 425.0

AutoCAD SHX Text

EL 418.7

AutoCAD SHX Text

EL 396.7 ( )

AutoCAD SHX Text

TOP OF SILL P

AutoCAD SHX Text

EL 425.0

AutoCAD SHX Text

EL 425.0

AutoCAD SHX Text

FLOOD GATE HINGE POINT

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text

SEE SHEET S8 FOR DETAILS OF SILL PLATE,

AutoCAD SHX Text

BEARING PLATES, SEAL PLATES, AND

AutoCAD SHX Text

HINGE ANCHOR PLATES.

AutoCAD SHX Text

SEE SHEET S9 FOR GATE DETAILS.

AutoCAD SHX Text

SEE SHT S10 FOR GATE SEAL DETAILS.

AutoCAD SHX Text

CHIEF OF DIVISION

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PLOTTING SCALE:

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APPROVED:

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FACILITIES DESIGN & CONSTRUCTION CENTER

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NORFOLK, VA.

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U.S. COAST GUARD

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DISCIPLINE/SHT NO

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REVIEWED BY:

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REVIEWED BY:

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REVIEWED BY:

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SHEET OF

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SCALE:

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DRAWING NUMBER

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BRANCH CHIEF

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PROJECT ENGINEER

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CHECKED

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EDITED

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DRAWN

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DESIGNED

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DESCRIPTION

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APPR.

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DATE

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REV.

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CIVIL ENGINEERING

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DATE

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SDA

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STANLEY

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ST. LOUIS BASE RELOCATION

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WATERFRONT FACILITIES

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ST. LOUIS

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MISSOURI

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US ARMY CORPS OF ENGINEERS SERVICE BASE

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STANLEY CONSULTANTS

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INTERNATIONAL CONSULTANTS IN ENGINEERING,

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ARCHITECTURE, PLANNING, AND MANAGEMENT

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$$$$$$$$$$$$FILENAME$$$$$$$$$$$$

AutoCAD SHX Text 13402 Revision

AutoCAD SHX Text 02-A5002

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AS NOTED

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AS NOTED

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AutoCAD SHX Text 6/16/00

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RJS

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RECORD DRAWING

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SAE

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RONALD J. SCHULTE

AutoCAD SHX Text 07-31-1997

AutoCAD SHX Text E-26669

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MO. REG. NO.

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REV. 0 :

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THE ORIGINAL OF THIS DRAWING WAS

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SIGNED AND SEALED BY:

AutoCAD SHX Text FOR RECORD DRAWINGS, STANLEY CONSULTANTS PROVIDED ONLY DRAFTING SERVICES BASED ON MARK-UP PROVIDED BY OTHERS. STANLEY CONSULTANTS TAKES NO RESPONSIBILITY FOR ACCURACY OF THE MARK-UP OR ANY FIELD DESIGN CHANGES REFLECTED THEREIN.

AutoCAD SHX Text

CLOSURE

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STRUCTURE

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

EXISTING

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FLOOD

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WALL

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EL. 430.7±

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MATCH EXISTING

AutoCAD SHX Text 2'-3 3/4"±

AutoCAD SHX Text 8 1/4"±

AutoCAD SHX Text 2'-3 3/4"±

AutoCAD SHX Text

FLOODWALL

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REMOVAL

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LINE

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EXST. CONST. JT.

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EXISTING

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FLOODWALL

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W/ CLOSURE

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POUR MONOLITHIC

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NEW FLOODWALL

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STRUCTURE

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(FACING TOWARD RIVER)

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EXST. CONST. JT.

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9'-0" (TYP.)

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23'3 3/4"± LIMITS OF REMOVAL

AutoCAD SHX Text 21'-0"

AutoCAD SHX Text 2'-3 3/4"±

AutoCAD SHX Text

FLOODWALL

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REMOVAL

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LINE

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MONOLITHIC W/ CLOSURE

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NEW FLOOD WALL POUR

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STRUCTURE

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EXISTING FLOODWALL

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TO BE REMOVED

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EXISTING FLOODWALL

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CONST. JT.

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OF FLOODWALL

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LAND SIDE FACE

AutoCAD SHX Text

AutoCAD SHX Text C8,S3

AutoCAD SHX Text S3

AutoCAD SHX Text

AutoCAD SHX Text C8,S3

AutoCAD SHX Text S3

AutoCAD SHX Text

AutoCAD SHX Text C8,S3

AutoCAD SHX Text S3

AutoCAD SHX Text C8,S3

AutoCAD SHX Text

EXISTING FLOODWALL

AutoCAD SHX Text

CONST. JT.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text S3,S8

AutoCAD SHX Text S3

AutoCAD SHX Text A

AutoCAD SHX Text S3,S8

AutoCAD SHX Text S3

AutoCAD SHX Text

RJS

AutoCAD SHX Text S4

AutoCAD SHX Text

STAIRWAY PLAN AND DETAILS

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text

15'-0" OPENING

AutoCAD SHX Text 1'-1"

AutoCAD SHX Text

STAIR STRINGER

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1"

AutoCAD SHX Text

TYP

AutoCAD SHX Text 1'-1"

AutoCAD SHX Text 10"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

11 TREADS @ 11" = 10'-1"

AutoCAD SHX Text 7"

AutoCAD SHX Text

11 RISERS @ 7" = 6'-5"

AutoCAD SHX Text 1/4

AutoCAD SHX Text

BAR 2 1/4 X 3/8 X 0'-8 1/2

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5/8" BOLTS

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(FIELD WELD

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OPTIONAL)

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 3 1/2"

AutoCAD SHX Text

1 1/2" STEEL GRATING TREADS

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1 1/2" STEEL GRATING

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(RIVER SIDE OF FLOODWALL)

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STAIRWAY PLAN

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GATE SWING

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GATE SWING

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NORTH

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11 TREADS @ 11"

AutoCAD SHX Text = 10'-1"

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text

CLEAR

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3 STRANDS OF

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BARBED WIRE

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10'-0" MAX CENTERS

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 4"

AutoCAD SHX Text

(TYP)

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TOP RAIL

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2" MESH

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9 GAGE WIRE

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(TYP)

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BRACE RAIL

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TRUSS ROD

AutoCAD SHX Text

BRACE BAND

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2" BOTTOM

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OF MESH

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GATE POST

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TRUSS ROD

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(TYP)

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LATCH TO

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ACCOMODATE

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PADLOCK

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3'-8" OPENING

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BETWEEN POSTS

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GATE FRAME

AutoCAD SHX Text

GATE POST

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TOP RAIL

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END POST

AutoCAD SHX Text

STRETCHER BAND

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STRETCHER BAR

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TOP OF

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FLOODWALL

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TENSION WIRE

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48" FENCING FABRIC (4' FENCE)

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84" FENCING FABRIC (7' FENCE)

AutoCAD SHX Text

TOP OF GRATING

AutoCAD SHX Text 6'-4"

AutoCAD SHX Text

TYPICAL PANEL

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SINGLE-SWING GATE

AutoCAD SHX Text

SECURITY FENCE DETAILS

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text 7"

AutoCAD SHX Text

HANDRAIL POST

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1/4 - 20 THUMB

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SCREW, WITH NUT

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WELDED TO PIPE

AutoCAD SHX Text

(2 REQUIRED)

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PLUG WELD EACH SIDE

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ROUND BAR TO BE A SNUG

AutoCAD SHX Text

FIT INSIDE OF POST

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text S4

AutoCAD SHX Text

AutoCAD SHX Text 4'-6" ( )

AutoCAD SHX Text

REMOVABLE HANDRAIL

AutoCAD SHX Text

(EAST SIDE OF STAIRWAY)

AutoCAD SHX Text

HANDRAIL & STAIR ELEVATION

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text

(7'-0" CHAIN-LINK

AutoCAD SHX Text

FENCE)

AutoCAD SHX Text 50'-0"

AutoCAD SHX Text

(4'-0" CHAIN-LINK

AutoCAD SHX Text

FENCE)

AutoCAD SHX Text 2'-9"

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 9'-9"

AutoCAD SHX Text 7'-4"

AutoCAD SHX Text 70'-0"

AutoCAD SHX Text

(4'-0" CHAIN-LINK FENCE)

AutoCAD SHX Text

RIVERSIDE

AutoCAD SHX Text C

AutoCAD SHX Text

LANDSIDE

AutoCAD SHX Text

SINGLE-SWING GATE

AutoCAD SHX Text

7'-0" CHAIN-LINK FENCE

AutoCAD SHX Text 3/16"=1'-0'

AutoCAD SHX Text

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text 12'

AutoCAD SHX Text

1'-6" CLEAR

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text 6"

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text S4

AutoCAD SHX Text

8 TREADS @ 11"

AutoCAD SHX Text = 7'-4"

AutoCAD SHX Text

AutoCAD SHX Text S4

AutoCAD SHX Text L

AutoCAD SHX Text

FLOODWALL

AutoCAD SHX Text

TENSION

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BAND (TYP)

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LINE

AutoCAD SHX Text

POST

AutoCAD SHX Text

FLOOD GATE W/

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4'-0" CHAIN LINK

AutoCAD SHX Text

FENCE ON TOP

AutoCAD SHX Text S4

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

TOP OF FLOOD WALL

AutoCAD SHX Text

C10 PLATFORM FRAMING

AutoCAD SHX Text

PL 1/2 X 9 X 0'-9

AutoCAD SHX Text

4 - 1/2" DIA

AutoCAD SHX Text

EXP ANCHOR

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3 1/2" MIN EMBED

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NO SCALE

AutoCAD SHX Text

SECTION

AutoCAD SHX Text S4

AutoCAD SHX Text

AutoCAD SHX Text 3/8"=1'-0'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 6'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text L

AutoCAD SHX Text

C FLOODWALL

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SECURITY GATE HINGE

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POST (SUPPORT ON

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CONCRETE FLOODWALL

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AS REQUIRED)

AutoCAD SHX Text

FLOODWALL FENCE

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END POST

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POSITION HINGE POST

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TO PROVIDE 15'-0"

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CLEARANCE WHEN

AutoCAD SHX Text

GATE IS OPEN

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FRAMING SUPPORTED

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BY FLOODWALL FENCE

AutoCAD SHX Text

END POST

AutoCAD SHX Text

FILL IN W/ FENCE

AutoCAD SHX Text

FABRIC (TYP)

AutoCAD SHX Text S4

AutoCAD SHX Text

AutoCAD SHX Text 3/8"=1'-0'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 6'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text

4" HIGH KICKPLATE

AutoCAD SHX Text

8 RISERS @ 7"

AutoCAD SHX Text 5"

AutoCAD SHX Text = 4'-8"

AutoCAD SHX Text

2'-6" MIN

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

DIA

AutoCAD SHX Text

EL 424.4

AutoCAD SHX Text

TOP OF FLOOD WALL

AutoCAD SHX Text

EL 430.7 ( )

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

TOP OF GRATING EL 431.9

AutoCAD SHX Text

8 TREADS @ 11" = 7'-4"

AutoCAD SHX Text

HANDRAIL ON FLOODWALL

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SIDE OF STAIR ONLY

AutoCAD SHX Text

AutoCAD SHX Text S4

AutoCAD SHX Text

AutoCAD SHX Text S4

AutoCAD SHX Text

C10 X 15.3 (TYP ALL STAIR

AutoCAD SHX Text

STRINGER & PLATFORM FRAMING)

AutoCAD SHX Text

PIPE 2 1/2 STD

AutoCAD SHX Text

PL 3/8 X 2 5/8

AutoCAD SHX Text

WELD TO C10 (TYP)

AutoCAD SHX Text

PL 3/8 X 4 X 0'-9 W/

AutoCAD SHX Text

2 - 1/2" DIA BOLTS (TYP)

AutoCAD SHX Text

PL 1/2 X 4 X 0'-9 W/ 2 - 1/2" DIA

AutoCAD SHX Text

ANCHOR BOLTS (MIN 6" EMBED) & 1/2"

AutoCAD SHX Text

MIN NON-SHRINK GROUT BELOW (TYP)

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

(GRAVEL SURFACING)

AutoCAD SHX Text

TYP

AutoCAD SHX Text

4-#5 EQUALLY SPACED

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text S4

AutoCAD SHX Text

AutoCAD SHX Text 3/8"=1'-0'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 6'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text 1'-10"

AutoCAD SHX Text

GATE POST MOUNTED

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ON FLOODWALL

AutoCAD SHX Text

PL 3/8 X 4 W/ 2 -

AutoCAD SHX Text

1/2" DIA BOLTS (TYP)

AutoCAD SHX Text C10 X 15.3

AutoCAD SHX Text

SAFETY CHAIN W/ LOCKING

AutoCAD SHX Text

HOOK - SOUTH SIDE OF

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PLATFORM ONLY

AutoCAD SHX Text

PIPE 2 1/2 STD - 1

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REQUIRED @ NORTH

AutoCAD SHX Text

PIPE COLUMN- EACH

AutoCAD SHX Text

SIDE OF FLOODWALL

AutoCAD SHX Text

PL 3/8 X 4 1/2

AutoCAD SHX Text

WELDED TO PIPE

AutoCAD SHX Text

PIPE 2 1/2 STD

AutoCAD SHX Text

1'-6" CLEAR

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

TYP

AutoCAD SHX Text

CONCRETE LANDING; REINFORCE

AutoCAD SHX Text

W/ #4@12 EACH FACE, EACH WAY

AutoCAD SHX Text

& DOWELED INTO CONCRETE SLAB

AutoCAD SHX Text

#3 TIES @ 9"

AutoCAD SHX Text S4

AutoCAD SHX Text

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 8"

AutoCAD SHX Text

THICKEN…

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File details come from the government source that posted it. Updated Jul 21, 2023.