ATCH_01_Drawings.pdf
PDF 9 MB Posted
- Attached to
- Jean Lafitte NHP&P, Recreational Improvements
- Solicitation number
- 140P5522R0005
About this file
This document provides details for a federal contract opportunity for recreational trail improvements at Jean Lafitte National Historic Park and Preserve in Louisiana. The National Park Service is soliciting firm-fixed price proposals for construction services with a period of performance of 185 days. The project is a 100% total small business set-aside with an estimated value between $500,000 and $1,000,000. Prospective contractors must submit proposals by email no later than the response date, including company information, the solicitation number, and a 20% bid guarantee. Past performance questionnaires should also be distributed to references for similar projects.
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AutoCAD SHX Text D I R T / G R A V E L T R A I L
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EXISTING WATER
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
AutoCAD SHX Text 140P5221F0036
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JEB
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AutoCAD SHX Text RECREATION USE IMPROVEMENTS AT THE BARATARIA PRESERVE JEAN LAFITTE NATIONAL HISTORIC PARK & PRESERVE
AutoCAD SHX Text THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES (VERTICAL & HORIZONTAL) PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION.
AutoCAD SHX Text CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER OF ANY SHALL NOTIFY CONTRACTING OFFICER OF ANY SHALL NOTIFY CONTRACTING OFFICER OF ANY NOTIFY CONTRACTING OFFICER OF ANY NOTIFY CONTRACTING OFFICER OF ANY CONTRACTING OFFICER OF ANY CONTRACTING OFFICER OF ANY OFFICER OF ANY OFFICER OF ANY OF ANY OF ANY ANY ANY DISCREPANCIES WITH EXISTING OR PROPOSED ELEVATIONS WITH EXISTING OR PROPOSED ELEVATIONS WITH EXISTING OR PROPOSED ELEVATIONS EXISTING OR PROPOSED ELEVATIONS EXISTING OR PROPOSED ELEVATIONS OR PROPOSED ELEVATIONS OR PROPOSED ELEVATIONS PROPOSED ELEVATIONS PROPOSED ELEVATIONS ELEVATIONS ELEVATIONS SHOWN IN THESE PLANS PRIOR TO CONSTRUCTION.
AutoCAD SHX Text BENCHMARK A P.K. NAIL SET IN ASPHALT AT THE BEGINNING OF THE PROJECT BEARING A NORTHING OF 469,449.5746 AND AN EASTING OF 3,668,763.6030. 469,449.5746 AND AN EASTING OF 3,668,763.6030. ELEVATION = 5.36' (NAVD 1988) PROJECT COORDINATE SYSTEM AND BASIS OF BEARING HORIZONTAL CONTROL IS BASED ON THE LOUISIANA STATE PLANE COORDINATE SYSTEM (NAD 83 - LA SOUTH 1702).
AutoCAD SHX Text
SU1.0
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TOPOGRAPHIC SURVEY
AutoCAD SHX Text DRAWING LOCATION: I:\Server 2005 on Server 1\drawings\Jeb2021\140600-140699\21-140635\proj\NPS JELA - Topographic Survey\DRAWINGS\CIVIL\PLANS\CDs\C1.0 EXISTING CONDITIONS PLAN.dwg
AutoCAD SHX Text PLOT DATE: Thursday, February 17, 2022 2:12 PM LAST SAVED BY: SHEBERT
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SCALE OF FEET
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AutoCAD SHX Text NOTES: 1. SURVEY PROVIDED BY LOWE ENGINEERS ON SURVEY PROVIDED BY LOWE ENGINEERS ON DECEMBER 22, 2021.
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MATCHLINE 1
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= SIGN
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= LIVE OAK TREE
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= WATER SPIGGOT
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WV
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= WATER VALVE
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= ½" IRON ROD FOUND
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LEGEND
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= OAK TREE
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= FIRE HYDRANT
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WS
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= AXLE FOUND
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= MAPLE TREE
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= ELM TREE
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= SWEETGUM TREE
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= BEECH TREE
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DATE
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JOHN E. BONNEAU
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REGISTERED PROFESSIONAL LAND SURVEYOR
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LOUISIANA REGISTRATION NO. 4423
AutoCAD SHX Text 12/22/21
AutoCAD SHX Text I DO HEREBY CERTIFY THAT, AS OF THE DATE SET FORTH ABOVE THAT, I OR OTHERS UNDER MY DIRECT SUPERVISION, HAVE MADE A CAREFUL SURVEY OF CERTAIN PLANIMETRIC FEATURES RELATING TO A PORTION OF GROUND IN JEAN LAFITTE NATIONAL PARK, JEFFERSON PARISH, LOUISIANA.
AutoCAD SHX Text D I R T / G R A V E L T R A I L
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
AutoCAD SHX Text
OF
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TITLE OF SHEET
AutoCAD SHX Text 140P5221F0036
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SPH
AutoCAD SHX Text
SPH
AutoCAD SHX Text
JEB
AutoCAD SHX Text 2.18.2022
AutoCAD SHX Text 317988B
AutoCAD SHX Text THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES (VERTICAL & HORIZONTAL) PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION.
AutoCAD SHX Text CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER OF ANY SHALL NOTIFY CONTRACTING OFFICER OF ANY SHALL NOTIFY CONTRACTING OFFICER OF ANY NOTIFY CONTRACTING OFFICER OF ANY NOTIFY CONTRACTING OFFICER OF ANY CONTRACTING OFFICER OF ANY CONTRACTING OFFICER OF ANY OFFICER OF ANY OFFICER OF ANY OF ANY OF ANY ANY ANY DISCREPANCIES WITH EXISTING OR PROPOSED ELEVATIONS WITH EXISTING OR PROPOSED ELEVATIONS WITH EXISTING OR PROPOSED ELEVATIONS EXISTING OR PROPOSED ELEVATIONS EXISTING OR PROPOSED ELEVATIONS OR PROPOSED ELEVATIONS OR PROPOSED ELEVATIONS PROPOSED ELEVATIONS PROPOSED ELEVATIONS ELEVATIONS ELEVATIONS SHOWN IN THESE PLANS PRIOR TO CONSTRUCTION.
AutoCAD SHX Text BENCHMARK A P.K. NAIL SET IN ASPHALT AT THE BEGINNING OF THE PROJECT BEARING A NORTHING OF 469,449.5746 AND AN EASTING OF 3,668,763.6030. 469,449.5746 AND AN EASTING OF 3,668,763.6030. ELEVATION = 5.36' (NAVD 1988) PROJECT COORDINATE SYSTEM AND BASIS OF BEARING HORIZONTAL CONTROL IS BASED ON THE LOUISIANA STATE PLANE COORDINATE SYSTEM (NAD 83 - LA SOUTH 1702).
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SU1.1
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TOPOGRAPHIC SURVEY
AutoCAD SHX Text DRAWING LOCATION: I:\Server 2005 on Server 1\drawings\Jeb2021\140600-140699\21-140635\proj\NPS JELA - Topographic Survey\DRAWINGS\CIVIL\PLANS\CDs\C1.1 TOPOGRAPHIC SURVEY.dwg
AutoCAD SHX Text PLOT DATE: Thursday, February 17, 2022 2:11 PM LAST SAVED BY: SHEBERT
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SCALE OF FEET
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MATCHLINE 2
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MATCHLINE 1
AutoCAD SHX Text NOTES: 1. SURVEY PROVIDED BY LOWE ENGINEERS ON SURVEY PROVIDED BY LOWE ENGINEERS ON DECEMBER 22, 2021.
AutoCAD SHX Text
= SIGN
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= LIVE OAK TREE
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= WATER SPIGGOT
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WV
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= WATER VALVE
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= ½" IRON ROD FOUND
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LEGEND
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= OAK TREE
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= FIRE HYDRANT
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WS
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= AXLE FOUND
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= MAPLE TREE
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= ELM TREE
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= SWEETGUM TREE
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= BEECH TREE
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DATE
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JOHN E. BONNEAU
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REGISTERED PROFESSIONAL LAND SURVEYOR
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LOUISIANA REGISTRATION NO. 4423
AutoCAD SHX Text 12/22/21
I DO HEREBY CERTIFY THAT, AS OF THE DATE SET FORTH ABOVE THAT, I OR OTHERS UNDER MY DIRECT SUPERVISION, HAVE MADE A CAREFUL SURVEY OF CERTAIN PLANIMETRIC FEATURES RELATING TO A PORTION OF GROUND IN JEAN LAFITTE NATIONAL PARK, JEFFERSON PARISH, LOUISIANA.
AutoCAD SHX Text D I R T T R A I L
AutoCAD SHX Text D I R T / G R A V E L T R A I L
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
AutoCAD SHX Text 140P5221F0036
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AutoCAD SHX Text
AutoCAD SHX Text
SPH
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SPH
AutoCAD SHX Text
JEB
AutoCAD SHX Text 2.18.2022
AutoCAD SHX Text 317988B
AutoCAD SHX Text THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES (VERTICAL & HORIZONTAL) PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION.
AutoCAD SHX Text CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER OF ANY SHALL NOTIFY CONTRACTING OFFICER OF ANY SHALL NOTIFY CONTRACTING OFFICER OF ANY NOTIFY CONTRACTING OFFICER OF ANY NOTIFY CONTRACTING OFFICER OF ANY CONTRACTING OFFICER OF ANY CONTRACTING OFFICER OF ANY OFFICER OF ANY OFFICER OF ANY OF ANY OF ANY ANY ANY DISCREPANCIES WITH EXISTING OR PROPOSED ELEVATIONS WITH EXISTING OR PROPOSED ELEVATIONS WITH EXISTING OR PROPOSED ELEVATIONS EXISTING OR PROPOSED ELEVATIONS EXISTING OR PROPOSED ELEVATIONS OR PROPOSED ELEVATIONS OR PROPOSED ELEVATIONS PROPOSED ELEVATIONS PROPOSED ELEVATIONS ELEVATIONS ELEVATIONS SHOWN IN THESE PLANS PRIOR TO CONSTRUCTION.
AutoCAD SHX Text BENCHMARK A P.K. NAIL SET IN ASPHALT AT THE BEGINNING OF THE PROJECT BEARING A NORTHING OF 469,449.5746 AND AN EASTING OF 3,668,763.6030. 469,449.5746 AND AN EASTING OF 3,668,763.6030. ELEVATION = 5.36' (NAVD 1988) PROJECT COORDINATE SYSTEM AND BASIS OF BEARING HORIZONTAL CONTROL IS BASED ON THE LOUISIANA STATE PLANE COORDINATE SYSTEM (NAD 83 - LA SOUTH 1702).
AutoCAD SHX Text
SU1.2
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AutoCAD SHX Text
TOPOGRAPHIC SURVEY
AutoCAD SHX Text DRAWING LOCATION: I:\Server 2005 on Server 1\drawings\Jeb2021\140600-140699\21-140635\proj\NPS JELA - Topographic Survey\DRAWINGS\CIVIL\PLANS\CDs\C1.2 TOPOGRAPHIC SURVEY.dwg
AutoCAD SHX Text PLOT DATE: Thursday, February 17, 2022 2:11 PM LAST SAVED BY: SHEBERT
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SCALE OF FEET
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MATCHLINE 2
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MATCHLINE 3
AutoCAD SHX Text NOTES: 1. SURVEY PROVIDED BY LOWE ENGINEERS ON SURVEY PROVIDED BY LOWE ENGINEERS ON DECEMBER 22, 2021.
AutoCAD SHX Text
= SIGN
AutoCAD SHX Text
= LIVE OAK TREE
AutoCAD SHX Text
= WATER SPIGGOT
AutoCAD SHX Text
WV
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= WATER VALVE
AutoCAD SHX Text
= ½" IRON ROD FOUND
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LEGEND
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= OAK TREE
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= FIRE HYDRANT
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WS
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= AXLE FOUND
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= MAPLE TREE
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= ELM TREE
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= SWEETGUM TREE
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= BEECH TREE
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DATE
AutoCAD SHX Text
JOHN E. BONNEAU
AutoCAD SHX Text
REGISTERED PROFESSIONAL LAND SURVEYOR
AutoCAD SHX Text
LOUISIANA REGISTRATION NO. 4423
AutoCAD SHX Text 12/22/21
I DO HEREBY CERTIFY THAT, AS OF THE DATE SET FORTH ABOVE THAT, I OR OTHERS UNDER MY DIRECT SUPERVISION, HAVE MADE A CAREFUL SURVEY OF CERTAIN PLANIMETRIC FEATURES RELATING TO A PORTION OF GROUND IN JEAN LAFITTE NATIONAL PARK, JEFFERSON PARISH, LOUISIANA.
AutoCAD SHX Text D I R T T R A I L
AutoCAD SHX Text D I R T T R A I L
AutoCAD SHX Text W O O D W A L K W A Y
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DATE:
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DESIGNED:
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TECH. REVIEW:
AutoCAD SHX Text
SUB SHEET NO.
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PMIS/PKG NO.
AutoCAD SHX Text
DRAWING NO.
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SHEET
AutoCAD SHX Text
OF
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TITLE OF SHEET
AutoCAD SHX Text 140P5221F0036
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SPH
AutoCAD SHX Text
SPH
AutoCAD SHX Text
JEB
AutoCAD SHX Text 2.18.2022
AutoCAD SHX Text 317988B
AutoCAD SHX Text THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES (VERTICAL & HORIZONTAL) PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION.
AutoCAD SHX Text CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER OF ANY SHALL NOTIFY CONTRACTING OFFICER OF ANY SHALL NOTIFY CONTRACTING OFFICER OF ANY NOTIFY CONTRACTING OFFICER OF ANY NOTIFY CONTRACTING OFFICER OF ANY CONTRACTING OFFICER OF ANY CONTRACTING OFFICER OF ANY OFFICER OF ANY OFFICER OF ANY OF ANY OF ANY ANY ANY DISCREPANCIES WITH EXISTING OR PROPOSED ELEVATIONS WITH EXISTING OR PROPOSED ELEVATIONS WITH EXISTING OR PROPOSED ELEVATIONS EXISTING OR PROPOSED ELEVATIONS EXISTING OR PROPOSED ELEVATIONS OR PROPOSED ELEVATIONS OR PROPOSED ELEVATIONS PROPOSED ELEVATIONS PROPOSED ELEVATIONS ELEVATIONS ELEVATIONS SHOWN IN THESE PLANS PRIOR TO CONSTRUCTION.
AutoCAD SHX Text BENCHMARK A P.K. NAIL SET IN ASPHALT AT THE BEGINNING OF THE PROJECT BEARING A NORTHING OF 469,449.5746 AND AN EASTING OF 3,668,763.6030. 469,449.5746 AND AN EASTING OF 3,668,763.6030. ELEVATION = 5.36' (NAVD 1988) PROJECT COORDINATE SYSTEM AND BASIS OF BEARING HORIZONTAL CONTROL IS BASED ON THE LOUISIANA STATE PLANE COORDINATE SYSTEM (NAD 83 - LA SOUTH 1702).
AutoCAD SHX Text
SU1.3
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AutoCAD SHX Text
TOPOGRAPHIC SURVEY
AutoCAD SHX Text DRAWING LOCATION: I:\Server 2005 on Server 1\drawings\Jeb2021\140600-140699\21-140635\proj\NPS JELA - Topographic Survey\DRAWINGS\CIVIL\PLANS\CDs\C1.3 TOPOGRAPHIC SURVEY.dwg
AutoCAD SHX Text PLOT DATE: Thursday, February 17, 2022 2:08 PM LAST SAVED BY: SHEBERT
AutoCAD SHX Text
SCALE OF FEET
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MATCHLINE 4
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MATCHLINE 3
AutoCAD SHX Text NOTES: 1. SURVEY PROVIDED BY LOWE ENGINEERS ON SURVEY PROVIDED BY LOWE ENGINEERS ON DECEMBER 22, 2021.
AutoCAD SHX Text
= SIGN
AutoCAD SHX Text
= LIVE OAK TREE
AutoCAD SHX Text
= WATER SPIGGOT
AutoCAD SHX Text
WV
AutoCAD SHX Text
= WATER VALVE
AutoCAD SHX Text
= ½" IRON ROD FOUND
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LEGEND
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= OAK TREE
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= FIRE HYDRANT
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WS
AutoCAD SHX Text
= AXLE FOUND
AutoCAD SHX Text
= MAPLE TREE
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= ELM TREE
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= SWEETGUM TREE
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= BEECH TREE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
JOHN E. BONNEAU
AutoCAD SHX Text
REGISTERED PROFESSIONAL LAND SURVEYOR
AutoCAD SHX Text
LOUISIANA REGISTRATION NO. 4423
AutoCAD SHX Text 12/22/21
I DO HEREBY CERTIFY THAT, AS OF THE DATE SET FORTH ABOVE THAT, I OR OTHERS UNDER MY DIRECT SUPERVISION, HAVE MADE A CAREFUL SURVEY OF CERTAIN PLANIMETRIC FEATURES RELATING TO A PORTION OF GROUND IN JEAN LAFITTE NATIONAL PARK, JEFFERSON PARISH, LOUISIANA.
AutoCAD SHX Text D I R T T R A I L
AutoCAD SHX Text W O O D W A L K
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DATE:
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DESIGNED:
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TECH. REVIEW:
AutoCAD SHX Text
SUB SHEET NO.
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PMIS/PKG NO.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text 140P5221F0036
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SPH
AutoCAD SHX Text
SPH
AutoCAD SHX Text
JEB
AutoCAD SHX Text 2.18.2022
AutoCAD SHX Text 317988B
AutoCAD SHX Text THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES (VERTICAL & HORIZONTAL) PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION.
AutoCAD SHX Text CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER OF ANY SHALL NOTIFY CONTRACTING OFFICER OF ANY SHALL NOTIFY CONTRACTING OFFICER OF ANY NOTIFY CONTRACTING OFFICER OF ANY NOTIFY CONTRACTING OFFICER OF ANY CONTRACTING OFFICER OF ANY CONTRACTING OFFICER OF ANY OFFICER OF ANY OFFICER OF ANY OF ANY OF ANY ANY ANY DISCREPANCIES WITH EXISTING OR PROPOSED ELEVATIONS WITH EXISTING OR PROPOSED ELEVATIONS WITH EXISTING OR PROPOSED ELEVATIONS EXISTING OR PROPOSED ELEVATIONS EXISTING OR PROPOSED ELEVATIONS OR PROPOSED ELEVATIONS OR PROPOSED ELEVATIONS PROPOSED ELEVATIONS PROPOSED ELEVATIONS ELEVATIONS ELEVATIONS SHOWN IN THESE PLANS PRIOR TO CONSTRUCTION.
AutoCAD SHX Text BENCHMARK A P.K. NAIL SET IN ASPHALT AT THE BEGINNING OF THE PROJECT BEARING A NORTHING OF 469,449.5746 AND AN EASTING OF 3,668,763.6030. 469,449.5746 AND AN EASTING OF 3,668,763.6030. ELEVATION = 5.36' (NAVD 1988) PROJECT COORDINATE SYSTEM AND BASIS OF BEARING HORIZONTAL CONTROL IS BASED ON THE LOUISIANA STATE PLANE COORDINATE SYSTEM (NAD 83 - LA SOUTH 1702).
AutoCAD SHX Text
SU1.4
AutoCAD SHX Text
AutoCAD SHX Text
TOPOGRAPHIC SURVEY
AutoCAD SHX Text DRAWING LOCATION: I:\Server 2005 on Server 1\drawings\Jeb2021\140600-140699\21-140635\proj\NPS JELA - Topographic Survey\DRAWINGS\CIVIL\PLANS\CDs\C1.4 TOPOGRAPHIC SURVEY.dwg
AutoCAD SHX Text PLOT DATE: Thursday, February 17, 2022 2:06 PM LAST SAVED BY: SHEBERT
AutoCAD SHX Text
SCALE OF FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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MATCHLINE 4
AutoCAD SHX Text NOTES: 1. SURVEY PROVIDED BY LOWE ENGINEERS ON SURVEY PROVIDED BY LOWE ENGINEERS ON DECEMBER 22, 2021.
AutoCAD SHX Text
= SIGN
AutoCAD SHX Text
= LIVE OAK TREE
AutoCAD SHX Text
= WATER SPIGGOT
AutoCAD SHX Text
WV
AutoCAD SHX Text
= WATER VALVE
AutoCAD SHX Text
= ½" IRON ROD FOUND
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
= OAK TREE
AutoCAD SHX Text
= FIRE HYDRANT
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WS
AutoCAD SHX Text
= AXLE FOUND
AutoCAD SHX Text
= MAPLE TREE
AutoCAD SHX Text
= ELM TREE
AutoCAD SHX Text
= SWEETGUM TREE
AutoCAD SHX Text
= BEECH TREE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
JOHN E. BONNEAU
AutoCAD SHX Text
REGISTERED PROFESSIONAL LAND SURVEYOR
AutoCAD SHX Text
LOUISIANA REGISTRATION NO. 4423
AutoCAD SHX Text 12/22/21
I DO HEREBY CERTIFY THAT, AS OF THE DATE SET FORTH ABOVE THAT, I OR OTHERS UNDER MY DIRECT SUPERVISION, HAVE MADE A CAREFUL SURVEY OF CERTAIN PLANIMETRIC FEATURES RELATING TO A PORTION OF GROUND IN JEAN LAFITTE NATIONAL PARK, JEFFERSON PARISH, LOUISIANA.
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1) GENERAL: GENERAL: 1A) THE FOLLOWING PORTIONS OF THE STRUCTURAL DESIGN WILL NOT BE THE FOLLOWING PORTIONS OF THE STRUCTURAL DESIGN WILL NOT BE SUBMITTED AT THE TIME OF FINAL CONSTRUCTION DRAWINGS. WHEN RECEIVED AND REVIEWED, THESE DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER BY THE CONTRACTOR: - CONCRETE BOARDWALK PLATFORM SYSTEM CONCRETE BOARDWALK PLATFORM SYSTEM - HELICAL PILES HELICAL PILES - ANCHORAGE, BRACING AND ATTACHMENT OF CONCRETE BOARDWALK ANCHORAGE, BRACING AND ATTACHMENT OF CONCRETE BOARDWALK WALKWAY SYSTEM AND ARCHITECTURAL COMPONENTS 1B) CONNECTION OF DEFERRED SUBMITTAL ITEMS BY DEFERRED SUBMITTAL CONNECTION OF DEFERRED SUBMITTAL ITEMS BY DEFERRED SUBMITTAL SUPPLIER. DEFERRED SUBMITTAL SUPPLIER TO PROVIDE CONNECTIONS AND FRAMING ARRANGEMENT TO AVOID LOADING WHICH EXCEEDS THE CAPACITY OF THE ELEMENT BEING ATTACHED TO. 1C) LOADING AND LOCATION FOR ATTACHMENT OF DEFERRED SUBMITTAL ITEMS ARE NOTED ON DRAWINGS AND ARE NOT TO BE RE-LOCATED OR INCREASED WITHOUT WRITTEN APPROVAL. 1D) CONCRETE SHALL BE CONSIDERED CRACKED FOR THE PURPOSE OF CONCRETE SHALL BE CONSIDERED CRACKED FOR THE PURPOSE OF DESIGNING ANCHORS FOR ATTACHMENT OF DEFERRED SUBMITTAL ITEMS. 1E) SUBMIT STAMPED STRUCTURAL CALCULATIONS FOR ALL DEFERRED SUBMIT STAMPED STRUCTURAL CALCULATIONS FOR ALL DEFERRED SUBMITTAL ITEMS PRIOR TO OR CONCURRENTLY WITH DRAWINGS OR PRODUCT DATA. INCLUDE ANALYSIS OF ATTACHMENTS. INCLUDE CURRENT ICC REPORT WITH ALL PROPRIETARY STRUCTURAL ELEMENTS AND ANCHORS/FASTENERS. 1F) POWDER ACTUATED FASTENERS (PAF) INTO CONCRETE SHALL NOT BE POWDER ACTUATED FASTENERS (PAF) INTO CONCRETE SHALL NOT BE USED TO RESIST TENSION LOADS.
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DEFERRED SUBMITTALS
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1) PERSONNEL REQUIREMENTS: PERSONNEL REQUIREMENTS: 1A) THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. SUBMIT DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS HAVE PASSED THE TRAINING COURSE PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS. 2) INSTALLATION REQUIREMENTS: INSTALLATION REQUIREMENTS: 2A) ALL POST-INSTALLED ANCHORS SHALL BE INSTALLED ACCORDING TO ALL POST-INSTALLED ANCHORS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND PER MANUFACTURER'S ON-SITE TRAINING. 2B) ALL ADHESIVE ANCHORS AND ADHESIVE ANCHORED REINFORCEMENT ALL ADHESIVE ANCHORS AND ADHESIVE ANCHORED REINFORCEMENT DESIGNS ARE FOR INSTALLATION IN THE FOLLOWING CONDITIONS, UNLESS NOTED OTHERWISE. WRITTEN APPROVAL MUST BE RECEIVED FROM CONTRACTING OFFICER PRIOR TO INSTALLATION IN ALTERNATE CONDITIONS. - WET CONCRETE WET CONCRETE - CONCRETE TEMPERATURE AT TIME OF INSTALLATION THROUGH CURE TIME CONCRETE TEMPERATURE AT TIME OF INSTALLATION THROUGH CURE TIME MUST BE WITHIN THE TEMPERATURE RANGE SPECIFIED IN MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION FOR ADHESIVE GEL AND CURE TIMES. - ANCHOR HOLES TO BE HAMMER DRILLED AND CLEANED. ANCHOR HOLES TO BE HAMMER DRILLED AND CLEANED. - CONCRETE MUST BE AT LEAST 21 DAYS OLD BEFORE INSTALLATION OF CONCRETE MUST BE AT LEAST 21 DAYS OLD BEFORE INSTALLATION OF ANCHORS. - HOLES TO BE CLEANED AND PREPARED IN STRICT ACCORDANCE WITH HOLES TO BE CLEANED AND PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND EVALUATION REPORT PRIOR TO ADHESIVE INJECTION. 3) SUBSTITUTION REQUESTS: SUBSTITUTION REQUESTS: 3A) SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE CONTRACTING OFFICER PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS AND PRODUCT DATA DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS IN COMPLIANCE WITH THE RELEVANT BUILDING CODES, LOAD RESISTANCE, INSTALLATION CATEGORY, CREEP APPROVAL, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE AND DURABILITY OF THE SPECIFIED PRODUCT.
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POST-INSTALLED ANCHOR NOTES
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1) GENERAL: GENERAL: 1A) ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO ‘ENGINEER’ MEAN THE ENGINEER’ MEAN THE MEAN THE STRUCTURAL ENGINEER OF RECORD. 1B) THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE REFERENCED THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE REFERENCED FOR ADDITIONAL REQUIREMENTS. 1C) UNDERGROUND UTILITIES: LOCATE EXISTING UTILITIES AND NOTIFY CONTRACTING UNDERGROUND UTILITIES: LOCATE EXISTING UTILITIES AND NOTIFY CONTRACTING OFFICER OF EXISTING UTILITIES OR SUBGRADE CONDITIONS WHICH INTERFERE WITH WORK. 2) USE OF DRAWINGS: USE OF DRAWINGS: 2A) DO NOT SCALE DRAWINGS. DO NOT SCALE DRAWINGS. 2B) DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 2C) DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT. 2D) WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES AND WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES AND SPECIFICATIONS: - CONTACT THE CONTRACTING OFFICER PRIOR TO PROCEEDING WITH CONSTRUCTION CONTACT THE CONTRACTING OFFICER PRIOR TO PROCEEDING WITH CONSTRUCTION - THE MORE STRINGENT REQUIREMENTS SHALL GOVERN FOR BIDDING / PRICING THE MORE STRINGENT REQUIREMENTS SHALL GOVERN FOR BIDDING / PRICING 3) COORDINATION: COORDINATION: 3A) STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH CIVIL, LANDSCAPE, AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK. 3B) COORDINATE DIMENSIONS OF ALL OPENINGS, BLOCKOUTS, DEPRESSIONS, ETC., COORDINATE DIMENSIONS OF ALL OPENINGS, BLOCKOUTS, DEPRESSIONS, ETC., WITH DRAWINGS FROM OTHER DISCIPLINES, AND FIELD CONDITIONS PRIOR TO SHOP DRAWING SUBMITTAL. 4) SUBMITTALS AND SUBSTITUTIONS: SUBMITTALS AND SUBSTITUTIONS: 4A) SUBMITTALS: REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS. SUBMITTALS: REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS. - IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, THE IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, THE CHANGE SHALL BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO SUBMITTING SHOP DRAWINGS. VARIATION SHALL BE INDICATED ON THE SHOP DRAWINGS. - CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS - ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND DETAIL USED TO PREPARE THE SUBMITTAL 4B) SUBSTITUTIONS: CONTRACTING OFFICER'S APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS: CONTRACTING OFFICER'S APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS 4C) NONCONFORMANCE: NOTIFY CONTRACTING OFFICER OF CONDITIONS NOT NONCONFORMANCE: NOTIFY CONTRACTING OFFICER OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE CONTRACTING OFFICER FOR ACCEPTANCE. 5) TEMPORARY CONDITIONS, CONSTRUCTION ENGINEERING, AND OSHA STANDARDS: TEMPORARY CONDITIONS, CONSTRUCTION ENGINEERING, AND OSHA STANDARDS: 5A) THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION AND THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION AND ONLY FOR LOADS ANTICIPATED DURING THE STRUCTURE'S SERVICE LIFE. 5B) THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. 5C) CONTRACTOR SHALL PROVIDE ALL REQUIRED ENGINEERING AND OTHER MEASURES CONTRACTOR SHALL PROVIDE ALL REQUIRED ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS, AND SEQUENCES OF WORK WHICH MAY INCLUDE, BUT IS NOT LIMITED TO: - LAYOUT LAYOUT - DESIGN FOR FORMWORK DESIGN FOR FORMWORK - DESIGN OF CONCRETE MIXES DESIGN OF CONCRETE MIXES - ERECTION PROCEDURES WHICH ADDRESS STABILITY OF THE FRAME DURING ERECTION PROCEDURES WHICH ADDRESS STABILITY OF THE FRAME DURING CONSTRUCTION - WELD PROCEDURES WELD PROCEDURES - DESIGN OF TEMPORARY BRACING FOR WIND, SEISMIC, OR SOIL LOADS DESIGN OF TEMPORARY BRACING FOR WIND, SEISMIC, OR SOIL LOADS - SURVEYING TO VERIFY CONSTRUCTION TOLERANCES SURVEYING TO VERIFY CONSTRUCTION TOLERANCES - EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO EQUIPMENT AND MATERIALS - STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN DRAWINGS 5D) CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. 5E) NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE STRUCTURAL DRAWINGS REPRESENT FINAL CONDITIONS ONLY. - THE CONTRACTOR SHALL ADD ALL ERECTION FRAMING NECESSARY TO COMPLY THE CONTRACTOR SHALL ADD ALL ERECTION FRAMING NECESSARY TO COMPLY WITH OSHA. 6) ASSUMED CONSTRUCTION METHOD - TOP DOWN CONSTRUCTION
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GENERAL NOTES
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1) DESIGN CRITERIA: DESIGN CRITERIA: THE GEOTECHNICAL REPORT PREPARED BY SCHNABEL ENGINEERING, NUMBER 21C19034.00, DATED 12/08/2021 PROVIDED CRITERIA FOR THE FOUNDATION DESIGN FOR THE PROJECT. 2) HELICAL PIPE PILES HOT-DIPPED GALVANIZED (DEFERRED SUBMITTAL ITEM. VALUES LISTED BELOW ARE BASIS OF DESIGN AND THE MINIMUM LOADS REQUIRED TO BE RESISTED BY THE HELICAL PIERS): - SEE DETAIL 2/S3.0 FOR REQUIRED FORCES TO BE RESISTED BY HELICAL PILES SEE DETAIL 2/S3.0 FOR REQUIRED FORCES TO BE RESISTED BY HELICAL PILES - 1" MAXIMUM ALLOWABLE HORIZONTAL MOVEMENT IN ANY DIRECTION AT TOP OF HELICAL PILE DUE TO SERVICE LEVEL LATERAL LOADS AND 1" MAXIMUM ALLOWABLE HORIZONTAL MOVEMENT IN ANY DIRECTION AT TOP OF HELICAL PILE DUE TO SERVICE LEVEL LATERAL LOADS AND ECCENTRICITY (IF ANY) OF VERTICAL LOADS.1" MAXIMUM VERTICAL MOVEMENT AT TOP OF PILE DUE TO DEAD LOAD (INCLUDING ANY CREEP SETTLEMENT), AND LIVE LOAD NOTED ON THE DRAWINGS. - MINIMUM HELICAL PILE DIAMETER = 3 1/2" MINIMUM HELICAL PILE DIAMETER = 3 1/2" - MINIMUM HELICAL PILE EMBEDMENT = 22 FT MINIMUM HELICAL PILE EMBEDMENT = 22 FT FIXED HEAD CONDITION ASSUMED AT TOP OF HELICAL PILES. MAXIMUM FIXED HEAD MOMENT = FULL FLEXURAL STRENGTH OF THE SUPPORTING HELICAL PILE. 3) SEE SPECIFICATIONS FOR PRECONSTRUCTION LOAD TESTS AND PROOF TESTING.
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FOUNDATION NOTES
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POST-INSTALLED ANCHOR TABLE
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ANCHOR TYPE
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PRODUCT
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COMMENT
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ADHESIVE (IN CONCRETE)
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HILTI HIT-RE 500 V3
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SUBMIT CALCULATIONS FOR SUBSTITUTIONS
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ADHESIVE ANCHOR RODS
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STAINLESS STEEL
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36 MIN
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58 MIN
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THREADED ROD, UNGREASED, SEE STEEL MATERIAL TABLE
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EXPANSION ANCHORS (IN CONCRETE)
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HILTI KWIK BOLT TZ2 SS-304 "STAINLESS STEEL"
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SUBMIT CALCULATIONS FOR SUBSTITUTIONS
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SHEET LIST
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GENERAL
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NOTES
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SHEET NUMBER
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GENERAL NOTES
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GENERAL NOTES
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STRUCTURAL FOUNDATION & FRAMING PLAN
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CONCRETE DETAILS
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SHEET TITLE
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QUALITY ASSURANCE
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QUALITY ASSURANCE
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JEAN LAFITTE NATIONAL
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AT THE BARATARIA PRESERVE
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RECREATIONAL USE IMPROVEMENTS
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HISTORIC PARK & PRESERVE
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RAILING DETAILS
TITLE OF SHEETSUB SHEET NO.DESIGNED:
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1) GENERAL: GENERAL: 1A) ALL WORK SHALL CONFORM WITH ACI 301-16, UNLESS NOTED ALL WORK SHALL CONFORM WITH ACI 301-16, UNLESS NOTED OTHERWISE IN DRAWINGS OR PROJECT SPECIFICATIONS. 1B) DETAIL BARS IN ACCORDANCE WITH THE DRAWINGS, PROJECT DETAIL BARS IN ACCORDANCE WITH THE DRAWINGS, PROJECT SPECIFICATIONS, AND ACI PUBLICATION SP-66 (2004): "ACI DETAILING MANUAL" 2) REINFORCING MATERIALS: REINFORCING MATERIALS: 3) REINFORCING FABRICATION: REINFORCING FABRICATION: 3A) SPLICES: SPLICES: - NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON DRAWINGS. MAKE BARS CONTINUOUS AROUND CORNERS WHERE DETAIL NOT PROVIDED. WHERE PERMITTED, SPLICES MAY BE MADE BY CONTACT LAPS OR MECHANICAL CONNECTORS. - SEE NOTE 6B FOR LAP LENGTHS. SEE NOTE 6B FOR LAP LENGTHS. - SPLICE CONTINUOUS TOP AND BOTTOM BARS IN WALLS, BEAMS, AND SPLICE CONTINUOUS TOP AND BOTTOM BARS IN WALLS, BEAMS, AND GRADE BEAMS UNLESS NOTED OTHERWISE. - SPLICE TOP BARS AT MIDSPAN AND BOTTOM BARS OVER SUPPORT SPLICE TOP BARS AT MIDSPAN AND BOTTOM BARS OVER SUPPORT UNLESS NOTED OTHERWISE. 3B) MISCELLANEOUS REINFORCING REQUIREMENTS: MISCELLANEOUS REINFORCING REQUIREMENTS: - PROVIDE ADDITIONAL BARS OR STIRRUPS REQUIRED TO SECURE PROVIDE ADDITIONAL BARS OR STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING CONCRETE PLACEMENT. - MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR'S SHOP MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR'S SHOP UNLESS NOTED. - NO WELDING OF REINFORCING PERMITTED UNLESS NOTED ON NO WELDING OF REINFORCING PERMITTED UNLESS NOTED ON DRAWINGS. WHERE PERMITTED, PERFORM WELDING IN ACCORDANCE WITH AWS D1.4-2011. 4) STRUCTURAL CONCRETE MIX REQUIREMENTS: CAST-IN-PLACE STRUCTURAL CONCRETE MIX REQUIREMENTS: CAST-IN-PLACE CONCRETE FOUNDATIONS AND CONCRETE EXPOSED TO BRACKISH WATER, SEAWATER, AND IN CONTACT WITH WATER 4A) 28 DAY STRENGTH, F'c = 5000 PSI 28 DAY STRENGTH, F'c = 5000 PSI 4B) MAXIMUM WATER / CEMENT RATIO = 0.40 MAXIMUM WATER / CEMENT RATIO = 0.40 4C) NORMAL WEIGHT CONCRETE NORMAL WEIGHT CONCRETE 4D) MAX AGGREGATE SIZE = 3/4 INCH (#67) MAX AGGREGATE SIZE = 3/4 INCH (#67) 4E) MAXIMUM WATER-SOLUBLE CHLORIDE ION CONTENT IN CONCRETE, MAXIMUM WATER-SOLUBLE CHLORIDE ION CONTENT IN CONCRETE, PERCENT BY WEIGHT OF CEMENT = 0.15 4F) TYPE V CEMENT OR EQUIVALENT TYPE V CEMENT OR EQUIVALENT 4G) PROVIDE WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO FORMS AND AROUND REINFORCEMENT UNDER CONDITIONS OF PLACEMENT TO BE BE EMPLOYED, WITHOUT SEGREGATION OR EXCESSIVE BLEEDING. CONTRACTOR SHALL SELECT APPROPRIATE SLUMP. USE ADMIXTURES AS REQUIRED TO OBTAIN DESIRED RESULTS. 5) NON-SHRINK GROUT: NON-SHRINK GROUT: 5A) CONFORM TO ASTM C1107 CONFORM TO ASTM C1107 5B) ACHIEVE 6000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. ACHIEVE 6000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 6) PLACING REINFORCEMENT: PLACING REINFORCEMENT: 6A) REINFORCEMENT PROTECTION: REINFORCEMENT PROTECTION: - 3" CLEAR COVER FOR ALL REINFORCEMENT CAST AGAINST THE EARTH 3" CLEAR COVER FOR ALL REINFORCEMENT CAST AGAINST THE EARTH - 2 1/2" CLEAR COVER FOR ALL OTHER REINFORCEMENT 2 1/2" CLEAR COVER FOR ALL OTHER REINFORCEMENT - SEE ACI 318-19 FOR REINFORCEMENT PLACING TOLERANCES SEE ACI 318-19 FOR REINFORCEMENT PLACING TOLERANCES 6B) LAP SPLICES & HOOKED BARS FOR CAST-IN-PLACE CONCRETE LAP SPLICES & HOOKED BARS FOR CAST-IN-PLACE CONCRETE - FOR BAR SIZES NUMBER 6 AND SMALLER, BARS SHALL BE LAPPED FOR BAR SIZES NUMBER 6 AND SMALLER, BARS SHALL BE LAPPED USING A CONTACT SPLICE OF 44x(BAR DIAMETER) OR NON-CONTACT SPLICE OF 44x(BAR DIAMETER) + 6" MIN WITH A MAX 6" GAP BETWEEN BARS. 6C) PROVIDE STAINLESS STEEL OR PLASTIC ACCESSORIES NECESSARY TO PROVIDE STAINLESS STEEL OR PLASTIC ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND WELDED WIRE REINFORCEMENT AT POSITIONS SHOWN ON PLANS. ALL REINFORCING, DOWELS, BOLTS, AND EMBEDDED PLATES SHALL BE SET AND TIED IN PLACE BEFORE THE CONCRETE IS POURED. "STABBING" INTO PREVIOUSLY PLACED CONCRETE IS NOT PERMITTED. 7) SLEEVES, OPENINGS, AND EMBEDDED PIPE/CONDUITS: SLEEVES, OPENINGS, AND EMBEDDED PIPE/CONDUITS: 7A) GENERAL GENERAL - FORM OPENINGS AND PROVIDE SLEEVES BEFORE PLACING CONCRETE, FORM OPENINGS AND PROVIDE SLEEVES BEFORE PLACING CONCRETE, CORING OF CONCRETE IS NOT PERMITTED, DO NOT INTERRUPT ANY REBAR. 8) PRECAST CONCRETE: PRECAST CONCRETE: 8A) THE STRUCTURAL DRAWINGS SHOW THE INTENT OF THE PRECAST CONCRETE BOARDWALK FRAMING. REINFORCING SHOWN BUT NOT CALLED OUT IS CONCEPTUAL AND SHALL BE DESIGNED BY THE PRECAST MANUFACTURER. IF PCI CERTIFIED SUPPLIER IS SELECTED, THEN IN-PLANT SPECIAL INSPECTION IS NOT REQUIRED. 8B) SIZE OF PRECAST MEMBERS SHALL NOT BE CHANGED UNLESS ACCEPTED BY THE CONTRACTING OFFICER. 8C) PROVIDE MEMBER CONNECTIONS DETAILED ON THE DRAWINGS WITHOUT VARIATION. CONNECTIONS CONCEPTUALLY SHOWN OR NOT SHOWN SHALL BE DESIGNED BY THE PRECAST MANUFACTURER TO TRANSFER LOADS FROM ERECTION AND FINAL CONDITIONS. 8D) ASSUMED MINIMUM PRECAST CONCRETE STRENGTH IN FINAL CONDITION, f'c = 5000 PSI. SEE THE SPECIFICATIONS FOR ADDITIONAL DURABILITY REQUIREMENTS. 8E) ALL PRECAST ELEMENTS SHALL MEET ALL APPLICABLE DESIGN REQUIREMENTS OF CODES LISTED UNDER "DESIGN CRITERIA". SERVICE LIFE IS 50 YEARS. - THIS INCLUDES DESIGNING PLANKS FOR GUARDRAIL FORCES PER THIS INCLUDES DESIGNING PLANKS FOR GUARDRAIL FORCES PER IBC/ASCE 7
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CONCRETE NOTES
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DESIGN CRITERIA
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GRAVITY LOADS
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LOCATION
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SUPERIMPOSED DEAD LOAD, PSF
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LIVE LOAD, PSF
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LIVE LOAD REDUCTION
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POINT LOAD
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CONCRETE WALKWAY
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5 (RAILING LOADS)
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NO
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1) CODES AND STANDARDS: CODES AND STANDARDS: 1A) GENERAL DESIGN GENERAL DESIGN - INTERNATIONAL BUILDING CODE 2021 INTERNATIONAL BUILDING CODE 2021 - AASHTO LRFD GUIDE SPECIFICATION FOR THE DESIGN OF PEDESTRIAN AASHTO LRFD GUIDE SPECIFICATION FOR THE DESIGN OF PEDESTRIAN BRIDGES, 2ND EDITION (2015 INTERIM REVISIONS) 1B) CONCRETE -ACI 301-LATEST EDITION "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" -ACI 318-19 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" 1C) STEEL -ANSI/AISC 360-16 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" LOAD AND RESISTANCE FACTOR DESIGN 2) SEISMIC LOADS: SEISMIC LOADS: - SEISMIC DESIGN CATEGORY = C SEISMIC DESIGN CATEGORY = C - RISK CATEGORY = II RISK CATEGORY = II - EARTHQUAKE IMPORTANCE FACTOR, le = 1.00 EARTHQUAKE IMPORTANCE FACTOR, le = 1.00 - MAPPED SPECTRAL RESPONSE ACCELERATION, Ss = 8.05 %g MAPPED SPECTRAL RESPONSE ACCELERATION, Ss = 8.05 %g - MAPPED SPECTRAL RESPONSE ACCELERATION, S1 = 5.10 %g MAPPED SPECTRAL RESPONSE ACCELERATION, S1 = 5.10 %g - DESIGN SPECTRAL RESPONSE COEFFICIENT, SDs = 0.129 DESIGN SPECTRAL RESPONSE COEFFICIENT, SDs = 0.129 - DESIGN SPECTRAL RESPONSE COEFFICIENT, SD1 = 0.143 DESIGN SPECTRAL RESPONSE COEFFICIENT, SD1 = 0.143 - SOIL SITE CLASS = E SOIL SITE CLASS = E - BASIC STRUCTURAL SYSTEM: CANTILEVER CONCRETE COLUMN BASIC STRUCTURAL SYSTEM: CANTILEVER CONCRETE COLUMN - STRUCTURAL SEISMIC LATERAL SYSTEM: INTERMEDIATE REINFORCED STRUCTURAL SEISMIC LATERAL SYSTEM: INTERMEDIATE REINFORCED CONCRETE MOMENT FRAME - RESPONSE MODIFICATION FACTOR, R = 1.5 RESPONSE MODIFICATION FACTOR, R = 1.5 - SEISMIC RESPONSE COEFFICIENT, Cs = 1.5 SEISMIC RESPONSE COEFFICIENT, Cs = 1.5 - SYSTEM OVERSTRENGTH FACTOR, OMEGA = 1.25 SYSTEM OVERSTRENGTH FACTOR, OMEGA = 1.25 - DESIGN BASE SHEAR EAST-WEST DIRECTION = 45 K DESIGN BASE SHEAR EAST-WEST DIRECTION = 45 K - DESIGN BASE SHEAR NORTH-SOUTH DIRECTION = 45 K DESIGN BASE SHEAR NORTH-SOUTH DIRECTION = 45 K - SEISMIC ANALYSIS PROCEDURE: EQUIVALENT LATERAL-FORCE ANALYSIS SEISMIC ANALYSIS PROCEDURE: EQUIVALENT LATERAL-FORCE ANALYSIS 3) WIND LOADS: WIND LOADS: - RISK CATEGORY = II RISK CATEGORY = II - BASIC ULTIMATE WIND SPEED, Vult = 148 mph BASIC ULTIMATE WIND SPEED, Vult = 148 mph - BASIC NOMINAL WIND SPEED, Vasd = 114.6 mph BASIC NOMINAL WIND SPEED, Vasd = 114.6 mph - EXPOSURE CATEGORY = B EXPOSURE CATEGORY = B 4) LATERAL LOAD RESISTING SYSTEM DESCRIPTION: LATERAL LOAD RESISTING SYSTEM DESCRIPTION: - CONCRETE PLATFORM FRAMING SPANS TO INTERMEDIATE CONCRETE MOMENT CONCRETE PLATFORM FRAMING SPANS TO INTERMEDIATE CONCRETE MOMENT FRAMES 5) GRAVITY LOADS: PRECAST BOARDWALK DESIGN CRITERIA: GRAVITY LOADS: PRECAST BOARDWALK DESIGN CRITERIA: 5A) SEE GRAVITY LOADS TABLE SEE GRAVITY LOADS TABLE 5B) CONCENTRATED LIVE LOADS (NON-CONCURRENT WITH UNIFORM LIVE LOADS) - AASHTO H-5 MOVING LOAD (10,000 LB TOTAL LOAD), 5 MILES PER HOUR AASHTO H-5 MOVING LOAD (10,000 LB TOTAL LOAD), 5 MILES PER HOUR MAX. 6) RAIN LOADS: 6A) DESIGN RAIN INTENSITY = 5 inches per hour (100 YEAR RETURN PERIOD) 6B) DESIGN RAIN WALKWAY PRESSURE = 5 psf 7) FLOOD LOADS: FLOOD LOADS: - FLOOD HAZARD DESIGNATION = AE7 FLOOD HAZARD DESIGNATION = AE7 - DESIGN FLOOD ELEVATION (DFE) = 7'-0" DESIGN FLOOD ELEVATION (DFE) = 7'-0" - ASSUMED WATER VELOCITY AT PROJECT LOCATION 10 FT/S. (ONLY ASSUMED WATER VELOCITY AT PROJECT LOCATION 10 FT/S. (ONLY HYDROSTATIC LOADS CONSIDERED PER 5.4.3 OF ASCE 7-16) 8) CONCRETE PLATFORM VIBRATION CRITERIA CONCRETE PLATFORM VIBRATION CRITERIA - LATERAL AND VERTICAL VIBRATIONS FROM PEDESTRIAN AND VEHICLE LATERAL AND VERTICAL VIBRATIONS FROM PEDESTRIAN AND VEHICLE MOVEMENT SHALL BE CONSIDERED IN DESIGN AS REQUIRED PER AASHTO LRFD GUIDE SPECIFICATION FOR THE DESIGN OF PEDESTRIAN BRIDGES, 2ND EDITION (2015 INTERIM REVISIONS)
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1) STEEL MATERIALS: STEEL MATERIALS: 1A) SEE ‘STEEL MATERIAL TABLE’ SEE ‘STEEL MATERIAL TABLE’ STEEL MATERIAL TABLE’ 2) WELDING REQUIREMENTS: WELDING REQUIREMENTS: 2A) WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS. QUALIFICATION TESTS. 2B) MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16” FILLET, MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16” FILLET, FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. 2C) WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. INCREASE WELD SIZE IF GAPS EXIST AT THE FAYING SURFACE. 2D) WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY ANSI/AISC 360-05 TABLES J2.3 AND J2.4. 2E) ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED. ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED. 2F) FIELD WELDING SYMBOLS INDICATE SEQUENCE CONSIDERED DURING FIELD WELDING SYMBOLS INDICATE SEQUENCE CONSIDERED DURING DESIGN. THE CONTRACTOR SHALL REQUEST APPROVAL FROM THE ENGINEER TO MODIFY WELD INSTALLATION LOCATION INDICATED ON THE DOCUMENTS: - FROM SHOP TO FIELD FROM SHOP TO FIELD - FROM FIELD TO SHOP FROM FIELD TO SHOP 3) STRUCTURAL STEEL FINISHES STRUCTURAL STEEL FINISHES 3A) ALL STRUCTURAL STEEL SHALL BE HOT-DIPPED GALVANIZED. PROVIDE ALL STRUCTURAL STEEL SHALL BE HOT-DIPPED GALVANIZED. PROVIDE ADDITIONAL FINISHES AS REQUIRED BY THE LANDSCAPE ARCHITECTURE DRAWINGS. 4) GALVANIZED STEEL WIRE ROPE: 1-19 WIRE ROPE TO MATCH DIAMETER GALVANIZED STEEL WIRE ROPE: 1-19 WIRE ROPE TO MATCH DIAMETER SHOWN ON DRAWINGS, ASTM A1023. WIRE ROPE FINISHED WITH A GALVANIZED COATING PER ASTM A123.
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STEEL NOTES
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REINFORCING MATERIAL TABLE
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REINF ELEMENT
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ASTM
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COMMENT
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TYP REINFORCING
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WELDED & FIELD BENT REINF
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WELDED WIRE REINFORCING, SMOOTH
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STEEL MATERIAL TABLE
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STEEL ELEMENT
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ASTM
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COMMENT
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OTHER SHAPES
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PLATES
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RECT HSS
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A500 GR B
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THREADED RODS
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F1554 GR 36
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WELDABLE
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WELDING ELECTRODES, THICKNESS OF THINNER PART > 0.1 INCHES (12 GA)
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PER AWS
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NOTES
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GENERAL
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JEAN LAFITTE NATIONAL
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AT THE BARATARIA PRESERVE
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RECREATIONAL USE IMPROVEMENTS
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HISTORIC PARK & PRESERVE
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TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
GR
LAW
JMD
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POST-INSTALLED ANCHORS/REINFORCING STEEL SPECIAL INSPECTIONS
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ITEM
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FREQUENCY
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STANDARD
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CRITERIA
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EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS
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- PRIOR TO START OF WORK
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ICC-ES REPORT
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REVIEW CONTRACTOR'S INSTALLATION PROCEDURE
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- PRIOR TO INSTALLATION OF ANCHOR
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EACH ANCHOR
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ICC-ES REPORT
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- DURING INSTALLATION OF ANCHOR
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ICC-ES REPORT
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- AFTER INSTALLATION OF ATTACHED ASSEMBLY
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100% VISUAL
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ADHESIVE ANCHORS, REINFORCING STEEL ANCHORED INTO HARDENED CONCRETE
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- PRIOR TO START OF WORK
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ICC-ES REPORT
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REVIEW CONTRACTOR'S INSTALLATION PROCEDURE
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- PRIOR TO INSTALLATION OF ANCHOR
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EACH ANCHOR
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ICC-ES REPORT
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VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND BASE MATERIAL.
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- DURING INSTALLATION OF ANCHOR
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- AFTER INSTALLATION OF ATTACHED ASSEMBLY
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100% VISUAL
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- CURE TIME
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100% VISUAL
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AutoCAD SHX Text VERIFY FULL CURE TIME HAS ELAPSED PRIOR TO APPLICATION OF TORQUE OR LOAD TO ANCHOR
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POST-INSTALLED ANCHORS/REINFORCING STEEL TESTING
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STANDARD
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CRITERIA
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EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS
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- TORQUE TEST
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EXPANSION/SLEEVE ANCHORS:
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SCREW ANCHORS:
AutoCAD SHX Text TEST ANCHOR WITH CALIBRATED TORQUE WRENCH TO 75% OF THE MAXIMUM INSTALLATION TORQUE NOTED IN ICC-ES REPORT. ATTAIN SPECIFIED TORQUE WITHIN 1/2 TURN OF THE HEAD
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ADHESIVE ANCHORS, REINFORCING STEEL ANCHORED INTO HARDENED CONCRETE
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- TENSION TEST
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FIRST 3 AND 1% OF REMAINING
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ASTM E488 STATIC TENSION
AutoCAD SHX Text TEST THE INSTALLATION OF THE FIRST 3 OF EACH TYPE, BASE MATERIAL, AND POSITION. OBSERVE ASTM E488 MINIMUM EDGE DISTANCES FOR DETERMINING TEST LOCATION. SUBMIT PROPOSED TEST LOCATIONS AND REQUESTS FOR REQUIRED TENSION TEST LOAD VALUES TO ENGINEER
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STRUCTURAL CONCRETE SPECIAL INSPECTIONS
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FREQUENCY
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CRITERIA
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REINFORCING STEEL
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- DURING PLACEMENT
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ACI 301-16 3.2-3.3
AutoCAD SHX Text VERIFY GRADE, FINISH, SIZE, BAR QUANTITY, LOCATION, SPACING, COVER, HOOK LENGTHS, SPLICE LENGTH, SPLICE LOCATIONS, BEND DIAMETERS, COATING, SURFACE CONDITION, AND SUPPORT
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- PRIOR TO PLACEMENT OF CONCRETE
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- FIELD BENDING
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ACI 301-16 3.3.2.8
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BOLTS AND EMBEDMENTS
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- PRIOR TO PLACEMENT OF CONCRETE
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AutoCAD SHX Text VERIFY TYPE, FINISH, DIAMETER, LENGTH, QUANTITY, EMBEDMENT LENGTH, SPACING AND EDGE DISTANCES. VERIFY USE OF PLACING TEMPLATE WHERE SPECIFIED
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CONCRETE
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- MIX DESIGN
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EACH TRUCK
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VERIFY USE OF APPROVED DESIGN MIXTURE FOR EACH TRUCK LOAD
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- FORMWORK PRIOR TO PLACEMENT OF CONCRETE
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ACI 301-16 2.2-2.3
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INSPECT FIRST POUR OF EACH TYPE (GRADE BEAM, COLUMN, PILE CAP, ETC.)
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- PLACEMENT OF CONCRETE
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ACI 301-16 5.3.2
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- CURING
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ACI 301-16 5.3.6
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STRUCTURAL CONCRETE TESTING
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FREQUENCY
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CRITERIA
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REINFORCING STEEL, BOLTS AND EMBEDMENTS
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- WELDING
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PER STRUCTURAL STEEL TESTING
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CONCRETE
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- COMPOSITE SAMPLE
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ASTM C172
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50 CY/MIX/DAY
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- SLUMP/SLUMP FLOW
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EACH COMPOSITE SAMPLE
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ASTM C143 (SLUMP) OR ASTM C1611 (SLUMP FLOW)
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- TEMPERATURE
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EACH COMPOSITE SAMPLE AND 60 MINUTE INTERVALS
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ASTM C1064
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REQUIRED WHEN AIR TEMPERATURE IS 40 °F AND BELOWOR 80 °F AND ABOVE
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- COLD WEATHER CURING
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ASTM C1074
AutoCAD SHX Text RECORD MAXIMUM AND MINIMUM CONCRETE TEMPERATURE DURING CURING PERIOD, WHEN DAILY AVERAGE AIR TEMPERATURE OF 40 °F OR BELOW BELOW IS EXPECTEDFOR 3 SUCCESSIVE DAYS DURING CURING PERIOD
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- COMPRESSIVE STRENGTH
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EACH COMPOSITE SAMPLE
AutoCAD SHX Text ASTM C31 ASTM C39 EITHER: (4) 6x12 OR (6) 4x8 CYLINDERS
AutoCAD SHX Text TEST PER SCHEDULE: -7 DAYS: (1) 6x12 OR (1) 3x8 -28 DAYS: (2) 6x12 OR (3) 4x8 -56 DAYS: (1) 6x12 OR (2) 4x8 (IF 28 DAY TESTS DO NOT ACHIEVE SPECIFIED 28 DAY STRENGTH) ACCEPTANCE CRITERIA PER ACI 318
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1. GENERAL: GENERAL: A. SCOPE OF WORK SCOPE OF WORK THE CONTRACTOR WILL ENGAGE A QUALIFIED INSPECTION AND TESTING AGENCY(S) TO PERFORM SPECIAL INSPECTIONS AND TESTING FOR ALL STRUCTURAL MEMBERS AND ASSEMBLIES AS NOTED HEREIN. SPECIAL INSPECTIONS AND TESTING INCLUDE THE ADDITIONAL STRUCTURAL SPECIAL INSPECTION AND TESTING REQUIREMENTS FOR SEISMIC AND/OR WIND RESISTANCE. REFER TO CIVIL SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL INSPECTION AND TESTING THE MAY BE REQUIRED. B. SPECIAL INSPECTIONS AND TESTING ARE APPLICABLE TO ALL REVISIONS SPECIAL INSPECTIONS AND TESTING ARE APPLICABLE TO ALL REVISIONS AND/OR FUTURE WORK ADDED BY AMENDMENTS TO THESE DOCUMENTS. C. DEFINITIONS DEFINITIONS SPECIAL INSPECTOR: THE AGENCY ENGAGED BY THE CONTRACTOR AND APPROVED BY THE AUTHORITY HAVING JURISDICTION TO ACT AS THE DESIGNATED REPRESENTATIVE TO PERFORM INSPECTIONS. SPECIAL INSPECTION: INSPECTION PERFORMED BY THE SPECIAL INSPECTOR ACCORDING TO IBC 2021 SECTION 1704 TO ENSURE COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. (P) PERIODIC INSPECTION: THE PART-TIME OR INTERMITTENT OBSERVATION BY THE SPECIAL INSPECTOR OF WORK BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE TIME OF COMPLETION OF THE WORK.
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