Drawings Part 1 (1 of 2) Ed 20-019.pdf
PDF 22 MB Posted
- Attached to
- Multiple WSLP Access Roads
- Solicitation number
- W912P821B0047
About this file
This document provides details on a federal solicitation for construction services. The United States Army Corps of Engineers Engineering District New Orleans is seeking bids for clearing, grading, and construction of seven aggregate roads and associated culverts and asphalt paving. The work has an anticipated value between $10 million and $25 million. Bids are due by 1:00 PM CST on July 6, 2021 and will be conducted virtually. The solicitation is expected to be published in June 2021, and will require a bid bond and payment and performance bonds upon award.
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DISPOSITION LEGEND
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(2)
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(A)
(1)TO BE REMOVED & REPLACED
TO BE REMOVED
DO NOT DISTURB, NO ACCESS
DO NOT DISTURB
TO BE RELOCATED
TO BE DE-ENERGIZED
BY OWNER
CONSTRUCTION
CONCURRENT WITH
BY CONTRACTOR
TIMBER MAT BRIDGE
BY OTHERS
PRIOR TO CONSTRUCTION
** * TO BE ARMORED WITH CONCRETE
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CONSTRUCTION OF ACCESS ROAD S ACROSS THE CONDUIT.
COORDINATE WITH SHELL IN ORDER FOR A REPRESENTATIVE TO BE ONSITE DURING
PROBING BEFORE CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY AND
1. THE CONTRACTOR MUST VERIFY THE 24 INCHES OF COVERAGE BY ELECTRONIC
NOTE:
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ST. JOHN THE BAPTIST PARISH, LA
3,510,000
3,510,000
3,509,000
3,509,000
,0
,0
,0
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90°36'32"
90°36'32"
90°36'48"
90°36'40"
90°36'48"
90°36'40"
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48c48d
48e
5a
5b
5c
5d
5e
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44c
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PROPERTY OF THE CONTRACTOR
TO BE REMOVED AND BECOME
APPROX. 5 TIMBER MATS
COMPANY AT THE TIME OF THE LA ONE CALL SUFFCIENT
IN THE FIELD AFTER COORDINATION WITH THE PIPELINE
EXISTING PIPELINE MARKERS CAN BE REMOVED/RELOCATED
NOTE:
TNWA B1
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ADDITIONAL ROAD
EASEMENT/TNWA B3
ADDITIONAL ROAD
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-2
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42+0043+0044+0045+0046+0047+0048+0049+0050+0051+0052+0053+0054+0055+0056+0057+0058+0059+0060+00
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-10
-30
-20
-10
TOP EL. OF ROAD
41+00
24" CMP (TYP.)
ON SHEET DT-111
SEE DETAIL
PIPELINE CROSSING
DT-105
ON SHEET
SEE DETAIL
SECTION 1
CULVERT CROSS
AGGREGATE ROAD TYPICAL SECTION 2
DT-105
ON SHEET
SEE DETAIL
SECTION 1
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ST. JOHN THE BAPTIST PARISH, LA
.3
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MATCHLINE
200'0 100'
SCALE:1"=100'
3,516,000
3,516,000
,0
,0
,0
,0
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90°35'28"
90°35'20"
90°35'28"
90°35'20"
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SHEET C-110
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MUST TURN LEFT"
"CONSTRUCTION TRAFFIC
ADD SIGN THAT STATES
EXISTING ROAD
SMOOTH TRANSITION TO
CONTRACTOR SHALL PROVIDE
SEE SHEET C-111
TWO (2) NEW 48" CULVERTS, CC3
BYPASS PUMPING REQUIRED
RETAINING STRUCTURE,
CONTRACTOR DESIGNED TEMPORARY
RETAINING STRUCTURE
CONTRACTOR DESIGNED TEMPORARY
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SEE HEADLAND TIE-IN DETAIL SHEET DT-106
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-10
-10
EXISTING GROUND
EL 5.74
EL 4.02
AGGREGATE ROAD TYPICAL SECTION 2
SEE DETAIL ON SHEET DT-107
CULVERT CROSS SECTION 4
AGGREGATE ROAD TYPICAL SECTION 1
TOP EL. OF ROAD
SMOOTH TRANSITION
DITCHES TO BE RELOCATED, SEE SHEET CS-106 FOR DETAILS
C-112
C U
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SEE SHEET C-108
ROAD C INSERT 2
NORTH
PLAN
20' 40'0
EDGE OF AGGREGATE ROAD
AGGREGATE ROAD SIDE SLOPES
COORDINATES
SEE TABLES FOR
CL OF ROAD
COORDINATES
TABLES FOR
ROW SEE ROW
A
B
BEGIN TRANSITION AT STATION 69+14.52
END TRANSITION AT STATION 71+50.1
NEW 48" CULVERT, CC4
CL OF CULVERT
2. SEE SHEETS DT-102 FOR ROAD CROSS SECTIONS.
AND ENDS AT STATION 71+50.1
1. TRANSITION BEGINS AT CENTERLINE STATIONS 69+14.52
NOTES:
C1
C2
578,807.17843,513,878.423018
578,807.02563,513,860.119717
578,806.93963,513,849.830616
578,806.65403,513,815.635815
578,836.70673,513,754.817314
578,904.02153,513,746.088913
578,987.23013,513,774.711212
579,016.65813,513,784.833911
579,126.32443,513,822.557110
579,152.72083,513,823.97999
579,156.18903,513,847.7201824.00'72+14.87
141.45'72.00'C2579,118.51783,513,845.2519726.05'71+98.19
166.84100.18C1579,008.85153,513,807.5287634.64'71+83.75
LENGTHRADIUSCURVE578,947.25453,513,786.34055105.01'70+95.39
CURVE DATA578,920.91523,513,785.4937498.66'70+36.48
578,870.77463,513,805.04073148.88'69+77.31
578,901.54853,513,807.1932B578,836.38323,513,851.9592244.59'69+43.11
578,845.72283,513,730.3265A578,830.95843,513,878.2244128.68'69+32.82
YXPOINTYXPOINT23.78'69+14.52
CULVERT PIPE END COORDINATESTRANSITION COORDINATESWIDTHCL STA.
DO NOT DISTURB
EXISTING CULVERT CV-100,
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71+00
72+00
73+00
| General |
| UTILITIES TABULATIONS |
| CENTERLINE TABULTAIONS |
| Civil |
| ACCESS ROAD B PLAN AND PROFILE VIEW |
| ACCESS ROAD C1 |
| C-112 ACCESS ROAD C CURVE DETAILED PLAN VIEWS |
| 125 - 117 - 118 ACCESS ROAD F PLAN AND PROFILE VIEW |
| 127 - 119 - 120 ACCESS ROAD F PLAN AND PROFILE VIEW |
| 129 - 121 - 122 ACCESS ROAD F PLAN AND PROFILE VIEW |
| 132 - 124 - 125 ROAD F ACCESS ENTRANCE |
| 117 - 125 - 127 ACCESS ROAD G PLAN AND PROFILE VIEW |
| 139 - 142 ACCESS ROAD S PLAN AND PROFILE VIEW |
| Binder1.pdf |
| H-8-48287_G-002 |
| H-8-48287_G-004 |
| H-8-48287_C-107 |
| REVISED__Am_0002_WSLP Access Roads Construction Project_Ed 20-019.pdf |
| 01100Insets_Am_0002 |
| 22. SPECIAL WORK REQUIREMENTS |
| 23. FORMAT OF SURVEYS |
| 24. PROJECT BENCHMARKS |
| Am_0002r.pdf |
| “20. COORDINATION WITH LOCAL INTERESTS |
File details come from the government source that posted it. Updated .