PLANS - W911WN20B8007-0001 Punxsutawney Sediment Removal.pdf
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- Solicitation number
- W911WN20B8007
About this file
This document provides details for a federal contract solicitation. The solicitation number is W911WN20B8007 and concerns sediment removal and concrete channel repair work in Punxsutawney, Pennsylvania. The Department of the Army Corps of Engineers Engineering District Pittsburgh posted the solicitation and is the contracting agency. The solicitation posting date is not specified but responses were due by the given solicitation number. The work required includes removing sediment buildup and repairing concrete channels to restore proper water flow. No further information is provided on pricing, terms, or response deadlines.
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1. FOR GENERAL PROJECT ABBREVIATIONS, SEE SHEET G-003.
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SEE NOTE 5
HAS BEEN REMOVED.
5. THE CONTRACTOR LAYDOWN AREA ORIGINALLY CALLED FOR IN THIS AREA
AND FOR VEHICLE PARKING.
FOR CONSTRUCTION, STORAGE OF EQUIPMENT, STORAGE OF MATERIALS,
4. THE CONTRACTOR LAYDOWN AREAS SHALL BE UTILIZED AS STAGING AREAS
MATERIALS AND/OR EQUIPMENT.
PARKING, AS STAGING AREAS FOR CONSTRUCTION, OR FOR STORAGE OF
THE SITE. THE CONTRACTOR SHALL NOT USE THESE ROADS FOR VEHICLE
3. THE CONTRACTOR SHALL USE THE ACCESS ROADS TO INGRESS AND EGRESS
THE CONTRACTOR WORK LIMITS, SEE SHEETS C-101 THROUGH C-105.
2. FOR NORTHING AND EASTING COORDINATES FOR SPECIFIC POINTS DEFINING
INFORMATION, SEE SHEETS V-101, V-102, AND V-103.
1. FOR HORIZONTAL AND VERTICAL SURVEY CONTROL AND REFERENCE DATUM
C/E
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1. SEE SHEET C-304 FOR CROSS-SECTIONS.
SEDIMENT REMOVAL NOTES
EROSION AND SEDIMENT CONTROL NOTES
LEGEND
C/E
C2 SCALE: 1"=60'
PLAN - SEDIMENT REMOVAL WORK AREAS - STATION 166+60 TO STATION 155+90
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SEDIMENT TO BE REMOVED
MAJOR CONTOUR (EXISTING, 5' INTERVALS)
MINOR CONTOUR (EXISTING, 1' INTERVALS)
FLOW
CONTRACTOR WORK LIMITS
POINT NO. NORTHING EASTING
13 587685.64 1631312.34
14 587800.24 1631706.25
15 587972.65 1631892.71
16 588021.99 1631916.09
17 588189.96 1632104.77
18 588200.18 1632099.28
19 588214.24 1632174.32
20 N/A N/A
21 N/A N/A
22 N/A N/A
23 588269.07 1632163.66
103 588045.25 1632186.01
104 588027.57 1632169.92
105 588020.73 1632174.81
106 587983.61 1632123.93
107 587912.47 1632064.61
108 587803.00 1631978.19
109 587704.63 1631876.62
110 587630.89 1631770.81
111 587626.52 1631773.28
112 587552.03 1631610.72
113 587518.33 1631458.42
114 587525.29 1631457.39
115 587503.69 1631313.77
1. FOR GENERAL PROJECT ABBREVIATIONS SEE SHEET G-003.
2. FOR HORIZONTAL AND VERTICAL SURVEY CONTROL INFORMATION, SEE
SHEETS V-101 THROUGH V-103.
THE CONTRACTOR LAYDOWN AREA ORIGINALLY CALLED FOR IN THIS AREA
HAS BEEN REMOVED. SEE CONTRACTOR WORK LIMITS TABLE ON THIS SHEET
FOR REVISED POINT NO. LOCATIONS.
1. FOR EROSION & SEDIMENT CONTROL BEST MANAGEMENT PRACTICE (BMP)
INSTALLATION AND MAINTENANCE NOTES, SEE SHEET X-001.
2. FOR EROSION & SEDIMENT CONTROL BMP DETAILS, SEE SHEETS X-501, X-502
AND X-503.
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162+50
0102030405060708090100110120130 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130
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LEFT BANK SEDIMENT: 33 SQ. FT. RIGHT BANK SEDIMENT: 10 SQ.FT.
155+00
0102030405060708090100110120130 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130
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RIGHT BANK SEDIMENT: 23 SQ.FT.
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160+00
0102030405060708090100110120130 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130
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LEFT BANK SEDIMENT: 12 SQ. FT. RIGHT BANK SEDIMENT: 9 SQ.FT.
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G1 SCALE: 1" = 20'
CHANNEL CROSS SECTION - STATION 165+00
B1 SCALE: 1" = 20'
CHANNEL CROSS SECTION - STATION 160+00
20' 40'0
20' 40'0
G11 SCALE: 1" = 20'
CHANNEL CROSS SECTION - STATION 162+50
20' 40'0
B11 SCALE: 1" = 20'
CHANNEL CROSS SECTION - STATION 155+00
20' 40'0
1. FOR GENERAL PROJECT ABBREVIATIONS SEE SHEET G-003.
THE CONTRACTOR WORK LIMIT IN THIS LOCATION HAS BEEN REVISED.
GENERAL SHEET NOTES
1. SEE SHEETS C-104 AND C-105 FOR CROSS-SECTION LOCATIONS.
SEDIMENT REMOVAL NOTES
1. FOR EROSION & SEDIMENT CONTROL BEST MANAGEMENT PRACTICE (BMP)
INSTALLATION AND MAINTENANCE NOTES, SEE SHEET X-001.
2. FOR EROSION & SEDIMENT CONTROL BMP DETAILS, SEE SHEETS X-501,
X-502, AND X-503.
EROSION AND SEDIMENT CONTROL NOTES
"AS-BUILT" CHANNEL LIMITS
SURVEYED TOP OF SHOALING BASELINE
SEDIMENT TO BE REMOVED
LEGEND
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__1
| G-002-AMEND0001 |
| G-104-AMEND0001 |
| G-105-AMEND0001 |
| C-104-AMEND0001 |
| C-304-AMEND0001 |
File details come from the government source that posted it. Updated .