BIMT PH1 1436_Part9.pdf
PDF 20 MB Posted
- Solicitation number
- W912EP20R0004
About this file
This document provides details regarding a federal contract solicitation for construction dredging services in Jacksonville Harbor, Florida. The solicitation seeks proposals for dredging the federal navigation channel from Station 33+80 Cut-42 to Station 136+00 Cut-42 and non-federal berthing areas along Cut-42 to a required depth of 48 feet plus one foot allowable overdepth. Dredged material will be placed in the approved Ocean Dredged Material Disposal Site located approximately 16.7 nautical miles from the dredging location. Work includes a base and two options, with the base comprising Cut 42 Station 67+00 through Station 136+00 and options A and B covering non-federal berths and Cut 42 Station 33+80 to Station 67+00 respectively. Proposals are due on or around August 12, 2020. The contract will be awarded considering technical merit, past performance, small business participation, and price. The solicitation is issued by the Department of the Army Corps of Engineers Engineering District Jacksonville. The estimated value is between $150-200 million.
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Text version
P A
G E
O F
P A
G E
O F
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
SCALE
FILENAME
SHEET
A
B
C
2 3 4 5 6 7 8
D
DESIGNED BY
153910
0' 100' 150'75'50'25'
0' 5' 10' 15'
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
AS NOTED
L L
R-2-100
PLAN - RIVER TRACK 2 STA. 44+59 TO STA. 51+97
R. HELFRICH
A
S-2-300
PROFILE - RIVER TRACK 2 STA. 44+59 TO STA. 51+97
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
R-2-100.dwg
CRANE RAIL
221754
44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00
ALL DIMENSIONS ARE FROM C TRACK TO C OBJECT.
NOTE:
ST JOHN'S RIVER
EBB
FLOOD
BLOUNT ISLAND MARINE TERMINAL
WHARF RECONSTRUCTION - PHASE I
RIVER TRK. 2
44+00 45+00 46+00 47+00 48+00 49+00 57+0056+0055+0054+0053+0052+0051+0050+00
-10
-10
F. PROCTOR
S. MERSDORF
S. DORTCH
GENERAL
SURVEY NOTES
SEE SHEET T-0-100 FOR SURVEY INFORMATION.1.
DESIGN CRITERIA
REPORTED TO THE PROGRAM MANAGER.
ANY EXISTING CONDITIONS FOUND TO BE IN CONFLICT WITH THESE DRAWINGS MUST BE IMMEDIATELY4.
CONTACT THE OWNER OR PROGRAM MANAGER TO ASSIST IN THE PROPER HANDLING AND REMOVAL.
IN COMPLIANCE WITH LOCAL REGULATIONS. IF SUSPECTED ENVIRONMENTAL ISSUES ARE ENCOUNTERED, ON-SITE AND GENERATED CONSTRUCTION DEBRIS TO BE DISPOSED OF AS NON-REGULATED SOLID WASTE3.
OR PROGRAM MANAGER.
NO FIELD CHANGES WILL BE PERMITTED WITHOUT DIRECT WRITTEN AUTHORIZATION FROM THE OWNER2.
SPECIFICATIONS.CONSTRUCTION
ALL WORK AND MATERIALS PROVIDED AND INSTALLED ARE TO BE IN ACCORDANCE WITH THE 1.
10 MPHDESIGN SPEED:2.
(AREMA) MANUAL FOR RAILWAY ENGINEERING AND PORTFOLIO OF TRACKWORK PLANS.
JUNE 1, 2007, AND THE AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY ASSOCIATION
CSXT STANDARD SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PRIVATE SIDETRACKS DATED1.
PLAN AND PROFILE
RIVER TRACK 2
(LOW RAIL)
TOR 7.65
Certificate of Authorization No. 4213
Jacksonville, Florida 32202
Suite 800
200 W Forsyth St
HDR Engineering, Inc.
DRAWN BY
CHECKED BY
DESIGNED BY
DESIGNED BY
A. DAVISSON
END OF RIVER TRACK 2
FOR ADDITIONAL DETAILS, SEE SHEET S-2-554.
STA 44+59.34
END OF RIVER TRACK 2
FOR ADDITIONAL DETAILS, SEE SHEET S-2-554.
STA 51+97
TRACK
LC
" 1615 174'-5
.5
| S-2-560 MISCELLENEOUS DETAILS |
| R-2-100 TRACK PLAN AND PROFILE |
| A-4-00X SERIES |
| A-4-10X SERIES |
| A-4-20X SERIES |
| A-4-30X SERIES |
File details come from the government source that posted it. Updated .