Final Design Drawings Seed Project.pdf
PDF 17 MB Posted
- Attached to
- OK MATOC Federal contract opportunity
- Solicitation number
- W50S8T-20-B-0001
- Issued by
- Department of the Army National Guard
About this file
This document outlines a federal contract opportunity for construction services. The MATOC construction IDIQ solicitation number W50S8T-20-B-0001 from the Department of the Army National Guard seeks indefinite delivery/indefinite quantity construction services for WillRogers and Tulsa Air National Guard Bases. The scope of work involves construction at both bases but provides no further details on specific projects or requirements. Responses were due through the described solicitation for an opportunity to compete for future task orders over the lifetime of the multiple award contract.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| RFI 70 loading ramp archive drawings.jpg | JPG image | |
| MATOC RFI 2 demo platform.pdf | ||
| Pre-Bid RFI OK MATOC.pdf | ||
| W50S8T20R0001-0001 Amendment 1.pdf | ||
| MATOC RFI 3 details.pdf | ||
| RFI 70 loading ramp archive drawings 2.jpg | JPG image | |
| MATOC RFI 4 various.pdf | ||
| RFI 76 Pavement cross section.pdf | ||
| MATOC Preproposal Conference 08 July 2020.pptx | PPTX presentation | |
| Exhibit A-B.pdf | ||
| MATOC Site Visit Sign In Sheet.pdf | ||
| Exhibit D.pdf | ||
| Exhibit C.pdf | ||
| MATOC Project CE Specs Sheet.pdf | ||
| Statement of Work-Loading Ramp Project YZEU162024.pdf | ||
| W50S8T20R0001 MATOC Solicitation.pdf |
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Text version
OKLAHOMA AIR NATIONAL GUARD
WILL ROGERS WORLD AIRPORT
RELOCATE CONCRETE LOAD / UNLOAD PLATFORM
PROJECT NO.: YZEU162024
CONTRACT NO.: W912L6-13-D-0006
INDEX:
GS101 TITLE SHEET
GS102 GENERAL NOTES
VF101 EXISTING SITE CONDITIONS
CD101 DEMOLITION PLAN
CE101 EROSION AND SEDIMENTATION CONTROL PLAN
CE501 EROSION AND SEDIMENTATION PLAN / DETAILS
CS101 SITE PLAN
CS401 JOINT LAYOUT PLAN
CG101 GRADING AND DRAINAGE PLAN
CS501 SITE DETAILS
CS502 SITEL DETAILS
CS503 SITE DETAILS
GS101
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PROJECT LOCATION
N
ISSUE FOR BID
NOVEMBER 2016
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FIRE CHIEF DATE
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BIO ENVIRONMENTAL DATE
COMMUNICATION DATE
BUILDING MANAGER DATE
REAL PROPERTY DATE
DRAWING #
DATE
GENERAL NOTES:
I. SITE WORK
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROMPT PLACEMENT AND/OR REPAIR OF TRAFFIC CONTROL DEVICES AND
APPURTENANCES DAMAGED AS REQUIRED DURING CONSTRUCTION.
2. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR OF ANY PROPERTY DAMAGED DURING
CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION STAKING. THE STAKING MUST BE DONE BY A REGISTERED
PROFESSIONAL LAND SURVEY.
5. A STORM WATER DISCHARGE PERMIT IS REQUIRED BEFORE ANY LAND DISTURBING ACTIVITIES CAN BEGIN. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE MANAGEMENT AND MAINTENANCE OF ALL EROSION AND SEDIMENTATION CONTROL MEASURES.
6. THE CONTRACTOR WILL PERFORM SOIL EXPLORATION STUDIES IN ORDER TO CONFIRM DESIGN CONDITIONS. SHOULD SIGNIFICAT
DIFFERENCE BETWEEN STUDIES RESULT AND DESIGN OCCUR, THE CONTRACTOR WILL PROVIDE THE INFORMATION TO THE
ENGINEER FOR EVALUATION.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL DISTURBED AREAS TO DRAIN AS GOOD OR BETTER THAN EXISTING
CONDITIONS.
8. THE CONTRACTOR WILL COORDINATE WITH THE OKANG THE PERIMETER SECURITY FROM THE MOMENT THE FENCE IS
DEMOLISHED UNTIL ITS RELOCATION IS COMPLETED.
9. DURING CONCRETE POURING, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COLLECTION OF THE CONCRETE SAMPLES FOR
COMPRESSION TESTING AS PER CONTRACT SPECIFICATIONS.
10. SHOULD WEATHER AND ENVIRONMENTAL CONDITIONS REQUIRE IT, THE CONTRACTOR WILL TAKE MEASURES TO CONTROL
EVAPORATION AFTER THE CONCRETE IS POURED.
11. CONTRACTOR IS RESPONSIBLE OF KEEPING THE PROJECT AREA AND PERIMETER CLEAN FROM DEMOLITION AND CONSTRUCTION
DEBRIS.
II. STRUCTURAL DESIGN WORK
1. GOVERNMENT BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE.
III. DESIGN LOADS
1. LIVE LOADS:
SLAB ON GRADE.............................................................................................220 PSI
RAMP AND PLATFORM...................................................................................220 PSI
VEHICLE BARRIERS, CONCENTRATED........................................................6000 LBS
2. DEAD LOAD.........................................ACTUAL WEIGHT OF MATERIALS
IV. MATERIAL PROPERTIES
1. CONCRETE (MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS):
FOUNDATIONS................................................................................................4000 PSI
SLAB ON GRADE.............................................................................................4000 PSI
RETAINING WALLS..........................................................................................4000 PSI
RAMP AND PLATFORMS.................................................................................4000 PSI
MINIMUM ULTIMATE MODULUS OF RUPTURE..............................................750 PSI
2. CONCRETE REINFORCEMENT (MINIMUM YIELD STRENGTH):
ALL DEFORMED BARS (ASTM A613, A616 OR A617 GRADE 60)......Fy = 60,000 PSI
V. CONCRETE CONSTRUCTION
1. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING BARS, UNLESS OTHERWISE NOTED, SHALL FOLLOW THE ACI
DETAILING MANUAL 2005 (SP-66 {05}).
2. UNLESS OTHERWISE NOTED, LAP SPLICES OR EMBEDMENT LENGTHS SHALL CONFORM TO ACI REQUIREMENTS FOR CLASS B
SPLICES.
3. PROVIDE CORNER BARS IN BOTH FACES OF ALL EXTERIOR WALLS. NUMBER, SIZE AND SPACING OF CORNER BARS SHALL BE
EQUAL TO NUMBER, SIZE AND SPACING OF HORIZONTAL REINFORCING WITH WHICH THEY LAP AND SHALL EXTEND 30 BAR
DIAMETERS IN EACH DIRECTION.
4. UNLESS OTHERWISE NOTED, CONCRETE COVER OVER STEEL REINFORCEMENT SHALL CONFORM TO MINIMUM REQUIRED BY ACI
318-05.
5. AT INTERSECTING FOUNDATIONS FOR THE RAMP, EXTEND ALL HORIZONTAL REINFORCING OF THE INTERSECTING MEMBERS
BEYOND THE POINT OF INTERSECTION TO THE OPPOSITE FACE. BEND TO A STANDARD 90 DEGREE HOOK OR PROVIDE BENT
DOWELS OF EQUAL SIZE AND SPACING AND LAP AS REQUIRED BY NOTE 2 (BUT NOT LESS THAN 12") IN EACH DIRECTION.
6. CAST-IN-PLACE REINFORCED CONCRETE FOR THE RAMP AND PLATFORM WALL FOUNDATION SHALL BE FORMWORK FOR ITS
PERIMETER. IF THE CONTRACTOR MOLDS AGAINST EXCAVATION, A 4 INCH CONCRETE COVER FOR THE REBAR SHALL BE
REQUIRED INSTEAD OF THE 3 INCH COVER AS RECOMMENDED IN ACI 302. 1R-04.
VI. SLAB ON GRADE
1. REINFORCED CONCRETE SLABS ON GRADE:
a) THE REINFORCED SLAB ON GRADE SHALL BE 10" CONCRETE ON 16" STABILIZED AGGREGATE BASE, AND SHALL BE REINFORCED
WITH #5 AT 12" ON CENTER EACH WAY AT APPROXIMATELY 2" CLEAR FROM TOP.
2. CONSTRUCTION JOINTS AND EXPANSION JOINTS SHALL BE PLACED AS SHOWN ON JOINT LAYOUT PLAN. SPACING OF JOINTS
SHALL BE AS SHOWN ON THE CONCRETE PAVEMENT EXPANSION JOINT DETAIL (AS PROVIDED).
3. SMOOTH DOWEL BARS SHALL BE PLACED PERPENDICULAR TO EDGE OF SLAB AND PARALLEL TO FINISH SURFACE OF SLAB, EXCEPT FOR THE CONSTRUCTION JOINT FOR THE RAMP, WHERE THE DOWEL BAR SHALL BE PLACED HORIZONTALLY.
VII. RAMP AND PLATFORM
1. RAMP AND PLATFORM WILL BE PLACED OVER A SUBGRADE THAT IS CONSISTENT WITH THE CURRENT RECOMMENDATIONS
OF ACI 302.1R-04. THE SUBGRAEDE WILL BE COMPOSED OF A 4 INCH THICKNESS OF COMPACTED #10 UNWASHED SCREENING
FROM CRUSHED NATURAL STONE OR CRUSHED NATERAL GRAVEL PER ASTM D448, AND FILLED WITH PROPERLY PLACED
COMPACTED (DENSE) SAND (k > 200 kfc)
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CS503
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