Drawing3.pdf
PDF 669 KB Posted
- Attached to
- New Bedford Hurricane Barrier Fender Replacement
- Solicitation number
- W912WJ-16-B-0012
About this file
DRAWINGS3
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Other files
| File | Type | Posted |
|---|---|---|
| Bid_Abstract_-signed.pdf | ||
| Bid_Abstract_.pdf | ||
| Amendement_2.pdf | ||
| Amendment_1.pdf | ||
| Drawings1.pdf | ||
| Solicitation_W912WJ-16-B-0012.pdf | ||
| Drawings2.pdf | ||
| Specs.pdf |
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COVER SHEET AND INDEX
DESIGN FILESHEET NO.
G-001
INDEX TO DRAWINGS
SHEET TITLE
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LOCATION PLAN
PROJECT
LOCATION
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VICINITY MAP
NOT TO SCALE
PROJECT
LOCATION
MASS.
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PROVIDENCE
Bedford
New
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R iv e r
Cove
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New
HARBOR
BEDFORD
NEW
Bay
Nasketucket
AND DIKE
HARBOR BARRIER
GATED NAVIGATION OPENING
NBF-48_G-001.DGN
S-101 NBF-48_S-101.DGN
S-501 NBF-48_S-501.DGN
S-601 NBF-48_S-601.DGN FENDER SCHEDULE
FENDER DETAIL
DESIGN FILESHEET NO. SHEET TITLE
116 NBF-1-1146-116.PDF FENDER DIMENSIONS2
1 NBF-22-1.PDF FULL BARRIER PLAN VIEW
pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Hurricane Barriers/New Bedford Hurricane Barrier/Replace Timber Fenders/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/Co
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INDEX TO INFORMATION DRAWINGS
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PLAN AND SECTION
of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
New England District
HURRICANE PROTECTION
W912WJ-16-B-0012
REPLACE TIMBER FENDERS
MASSACHUSETTS
NEW BEDFORD - FAIRHAVEN BARRIER
JUNE 2016
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OPENING
152' NAVIGATION
G-8
G-7
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G-3
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F L
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EL.+17.00'
EL.+20.00'
EL.+10.00'
EL.+3.75'
MLW
EL.-8.00'
EL.-9.50'
EL.-22.75'
EL.-36.00'
EL.-38.86'
AND -8.00'
BETWEEN EL. +10.00'
FENDERS AT 2'-0" O.C.
EXISTING 10"x10" TIMBER
MEAN SEA LEVEL (NGVD 29)
pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Hurricane Barriers/New Bedford Hurricane Barrier/Replace Timber Fenders/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/El
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0 8'4' 16' 0 4' 8'2'B1
SCALE: 1/8"=1'-0"
B8
SECTION
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SCALE: 1/4"=1'-0"
PLAN - EAST GATE
THE WEST GATE IS OPPOSITE HAND.
NOTE:
GENERAL NOTES:
-1.67 FT NGVD MEAN LOWER LOW WATER
-1.53 FT NGVDMEAN LOW WATER
2.33 FT NGVDMEAN HIGH WATER
2. TIDE DATA ARE AS FOLLOWS: (TIDAL EPOCH 1983 - 2001):
1. ALL ELEVATIONS REFER TO THE PLANE OF MEAN SEA LEVEL (NGVD 29).
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EL. +3.75
TRUSS II
EL. +17.0
TRUSS I
EL. 20.0EL. 20.0
10"
FENDERS (TYP)
WASHERS FOR NEW COMPOSITE
1" DIAMETER BOLTS, NUTS, AND
PROVIDE NEW A307 GALVANIZED
10"X10" COMPOSITE FENDERS (TYP)
TIMBERS WITH REINFORCED
REPLACE INDICATED WOODEN
TO REMAIN
EXISTING FENDER BRACKETS
REFERENCE DWG NBF-1-1146-116
FOR TIMBER DIMENSIONS
NOTE DIFFERING DIMENSION ON
TRUNION END FENDERS. COMPOSITE
FENDERS WILL NOT BE TAPERED AT
END TO MATCH DESIGN DRAWING
REINFORCEMENT (TYP)
COMPOSITE FENDER FIBERGLASS
IN PLACE OF STANDARD WASHER
OFFICER'S APPROVAL
MAY BE USED WITH CONTRACTING
A 3" X 3" X .25" A36 STEEL PLATE
ARE OVERSIZED DUE TO WEAR
IN CASES WHERE BOLT HOLES
pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Hurricane Barriers/New Bedford Hurricane Barrier/Replace Timber Fenders/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/Fe
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TYPICAL FENDER DETAIL
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CONCRETE ABUTMENT CONCRETE ABUTMENT
CONCRETE ABUTMENT CONCRETE ABUTMENT
MLW
MLW
pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Hurricane Barriers/New Bedford Hurricane Barrier/Replace Timber Fenders/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/Fe
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SCALE: NTS
EAST SECTOR GATE - BARRIER FENDER REPLACEMENT SCHEMATIC (ELEVATION)
LEAVE IN PLACE
REMOVE AND REPLACE
LEGEND:
WEST SECTOR GATE - BARRIER FENDER REPLACEMENT SCHEMATIC (ELEVATION)
SCALE: NTS
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| G-001 |
| S-101 |
| S-501 |
| S-601 |
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