W912HY19B0017- Plans - SIGNED - 2019-06-11.pdf
PDF 16 MB Posted
- Solicitation number
- W912HY-19-B-0017
About this file
This solicitation package describes a requirements contract for improvements to the Mid Bay Placement Area in Chambers County, Texas. The U.S. Army Corps of Engineers seeks a contractor to raise containment dikes, extend ditches, and rehabilitate two drop outlet structures at the placement area over the course of one year. Offerors must furnish bonds and begin work within ten days of notice to proceed. The estimated value ranges from $5-10 million. The NAICS code is 237990 for dredging services. Small businesses may qualify under different size standards. The solicitation will be issued on June 7th with responses due July 8th. Subcontracting goals are specified for small, small disadvantaged, women-owned small, Hubzone small, veteran-owned small, and service-disabled veteran-owned small businesses.
Plans for Mid Bay
View the file
Other files
| File | Type | Posted |
|---|---|---|
| HCS Mid- Bay- ABSTRACT_W912HY19B0017b (003).pdf | ||
| amend 0006.pdf | ||
| AMEND-0005_W912HY19B0017.pdf | ||
| AMEND-0004_W912HY19B0017.pdf | ||
| Amendment No. 0003_W912HY19B0017.pdf | ||
| amend_0002.pdf | ||
| pdp11268.pdf | ||
| W912HY19B0017Specs_-_SIGNED_-_2019-06-11.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SHEET
# of 15
DWG.
NO.
TITLE
GENERAL
1 G-001 COVER SHEET
2 G-002
INDEX OF DRAWINGS, CONTROL AND ALIGNMENT TABLES, BORING
LOCATIONS, LEGEND, AND GENERAL NOTES
3 G-003 LOCATION PLAN AND VICINITY MAP
CIVIL-SITE
4 C-101 MID BAY PLACEMENT AREA PLAN VIEW
5 C-102 MID BAY DEWATERING AREA PLAN VIEW
6 C-301 CROSS SECTIONS STA. 0+00 TO STA. 35+00
7 C-302 CROSS SECTIONS STA. 40+00 TO STA. 85+00
8 C-303 CROSS SECTIONS STA. 90+00 TO STA. 135+00
9 C-304 CROSS SECTIONS STA. 140+00 TO STA. 185+00
10 C-305 CROSS SECTIONS STA. 190+00 TO STA. 205+50
12 C-501 TYPICAL DEWATERING SECTIONS
STRUCTURAL
13 S-101 STRUCTURAL DETAILS FOR DROP OUTLET STRUCTURES
14 S-102 DROP OUTLET STRUCTURES REFERENCE DRAWING
15 S-103 DROP OUTLET STRUCTURES REFERENCE DRAWING
16 S-104 DROP OUTLET STRUCTURES REFERENCE DRAWING
15 15 -- Total Number of Drawings
INDEX OF DRAWINGS
STA. NORTHING EASTING
0+00.00 13,779,334.70 3,264,291.42 3+14.36 13,779,592.11 3,264,110.96 8+14.98 13,779,997.26 3,263,816.89
13+12.98 13,780,399.90 3,263,523.84 18+14.95 13,780,806.26 3,263,229.14 23+13.41 13,781,209.51 3,262,936.14 26+06.39 13,781,446.09 3,262,763.31 30+08.06 13,781,767.98 3,262,523.05 31+41.09 13,781,883.65 3,262,457.35 33+82.50 13,782,119.53 3,262,406.00 36+72.43 13,782,405.37 3,262,454.56 39+28.08 13,782,624.92 3,262,585.53 44+27.59 13,782,925.39 3,262,984.57 49+28.23 13,783,219.77 3,263,389.51 54+26.64 13,783,514.74 3,263,791.26 59+16.58 13,783,800.31 3,264,189.38 63+03.30 13,784,025.39 3,264,503.84 64+03.96 13,784,059.63 3,264,598.51 66+03.62 13,784,102.04 3,264,793.60 68+91.82 13,784,052.97 3,265,077.60 70+57.87 13,783,967.17 3,265,219.76 72+08.48 13,783,847.49 3,265,311.19 74+05.56 13,783,720.61 3,265,462.01 84+37.08 13,782,887.87 3,266,070.74 89+41.91 13,782,479.98 3,266,368.20 93+72.35 13,782,130.88 3,266,620.02 98+73.71 13,781,725.19 3,266,914.59
104+36.21 13,781,269.66 3,267,244.59 108+70.66 13,780,918.80 3,267,500.81 113+72.59 13,780,511.74 3,267,794.46 118+72.11 13,780,107.12 3,268,087.39 123+72.61 13,779,703.67 3,268,383.57 134+05.52 13,778,867.48 3,268,989.94 135+07.47 13,778,782.86 3,269,046.82 138+03.87 13,778,496.23 3,269,122.28 141+00.66 13,778,201.50 3,269,087.35 143+98.33 13,777,946.40 3,268,933.96 146+97.59 13,777,765.69 3,268,695.42 151+98.45 13,777,472.22 3,268,289.54 156+97.69 13,777,179.79 3,267,884.92 161+98.04 13,776,886.82 3,267,479.31 166+98.26 13,776,592.22 3,267,075.04 167+76.47 13,776,553.01 3,267,007.37 170+38.91 13,776,491.85 3,266,752.16 171+15.94 13,776,495.26 3,266,675.20 172+38.61 13,776,515.99 3,266,554.29 173+56.40 13,776,546.36 3,266,440.49 176+10.25 13,776,682.05 3,266,225.95 178+00.54 13,776,833.25 3,266,110.42 183+01.93 13,777,239.22 3,265,816.16 187+99.63 13,777,641.53 3,265,523.16 193+00.54 13,778,045.02 3,265,226.33 197+98.94 13,778,449.06 3,264,934.52 203+00.99 13,778,856.51 3,264,641.20 208+93.45 13,779,334.70 3,264,291.42 209+79.09 13,779,334.70 3,264,291.42
SURVEY BASELINE
MIDBAY P.A.
NAME PID
EASTING (X)
NAD-83 TX-SC
NORTHING (Y)
NAD-83 TX-SC
ELEV
(NAVD88)
TIDE
(MLLW)
HGCSD 55 1986 AW5666 3,254,993.224 13,753,303.287 12.62
HGCSD 53 1987 AW5664 3,233,162.677 13,774,702.451 8.29
SHELL BEACH 2014 BBDQ29 3,238,239.655 13,794,271.824 9.69
JUANITA 2014 BBDQ30 3,258,223.100 13,817,021.979 5.31
877 0907 C (Smith Point) DO9989 3,310,223.150 13,770,085.780 4.89 5.34 877 1013 A TIDAL (Eagle Point) AJ4424 3,266,697.460 13,744,960.730 4.37 4.75
CONTROL MONUMENTS
NAD83, TEXAS SOUTH-CENTRAL ZONE, US SURVEY FEET
NAME NORTHING (Y) EASTING (X)
NAD83, TEXAS SOUTH-CENTRAL ZONE, US SURVEY FEET
11-B61 13,782,790 3,262,799 11-B62 13,778,656 3,264,786 11-B63 13,776,620 3,267,114 11-B64 13,780,634 3,267,708
11-B61A 13,779,779 3,263,976 11-B64A 13,783,981 3,265,205
BORING LOCATIONS
NO. LENGTH (FT) NO. LENGTH (ft) L1 1,415 P1 5,289
L2 1,415 P2 7,896
L3 1,415 P3 7,653
L4 1,915
L5 1,415
L6 1,415
L7 1,415 L8 1,415
L9 1,415
L10 1,415
L11 1,415
L12 1,715
L13 1,815
L14 1,415
L15 1,415 L16 1,415
TOTAL PERIMETER LENGTH 20,838 (ft)
MID BAY PLACEMENT AREA
LATERAL DITCH LENGTH PERIMETER LENGTH
TOTAL LATERAL LENGTH 23,840 (ft)
| 001-HSC-401-578_CONTRACT-CIVIL-PLANS_TxSc83_2019-01-G-01-Cover Sheet |
| 002-HSC-401-578_CONTRACT-CIVIL-PLANS_TxSc83_2019-02-G-02-INDEX |
| 003-HSC-401-578_CONTRACT-CIVIL-PLANS_TxSc83_2019-03-G-03-LOCATION PLAN |
| 004-HSC-401-578_CONTRACT-CIVIL-PLANS_TxSc83_2019-04-C-101-LAYOUT PLAN |
| 005-HSC-401-578_CONTRACT-CIVIL-PLANS_TxSc83_2019-05-C-102-PLAN-DEWATERING |
| 006-HSC-401-578_CONTRACT-CIVIL-PLANS_TxSc83_2019-06-C-301 |
| 007-HSC-401-578_CONTRACT-CIVIL-PLANS_TxSc83_2019-07-C-302 |
| 008-HSC-401-578_CONTRACT-CIVIL-PLANS_TxSc83_2019-08-C-303 |
| 009-HSC-401-578_CONTRACT-CIVIL-PLANS_TxSc83_2019-09-C-304 |
| 010-HSC-401-578_CONTRACT-CIVIL-PLANS_TxSc83_2019-10-C-305 |
| 011-HSC-401-578_CONTRACT-CIVIL-PLANS_TxSc83_2019-11-C-501-TYPICAL SECTION |
| 012-HSC-401-578_CONTRACT-STRUCTURAL-PLANS_TxSc83_2019-12-S-101-OUTLET STRUCTURE |
| 013-HSC-401-578_CONTRACT-STRUCTURAL-PLANS_TxSc83_2019-13-S-102-OUTLET STRUCTURE |
| 014-HSC-401-578_CONTRACT-STRUCTURAL-PLANS_TxSc83_2019-14-S-103-OUTLET STRUCTURE |
| 015-HSC-401-578_CONTRACT-STRUCTURAL-PLANS_TxSc83_2019-15-S-104-OUTLET STRUCTURE |
| 2019-06-11T11:09:56-0500 | |
| HONZA.WILLIE.J.1231036136 |
File details come from the government source that posted it. Updated .