Entry Control Addendum 02.pdf
PDF 4 MB Posted
- Attached to
- Repair Entry Control Point Federal contract opportunity
- Solicitation number
- W912LM-22-R-1001
About this file
This document provides information on a federal solicitation for repair work at an Air National Guard base in Minnesota. The solicitation seeks proposals for repairs to several entry control points, a parking lot, and installation of a final denial barrier and gates to improve security and meet anti-terrorism standards at the facility. Additional work includes a sally port and search area. The total value of the project is estimated between $1 million to $5 million, with a 180-day period of performance. The solicitation is designated as a total small business set-aside and will use best value evaluation criteria. The pre-proposal conference is scheduled for August 10th, with questions due by August 7th and proposals due August 26th. The solicitation and plans are available through the System for Award Management website.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 190273 Entry Control Addendum 03.pdf | ||
| Addendum 2.1.docx | DOCX document | |
| Pre-Bid Roster - Repair ECPs.pdf | ||
| B 07 Preproposal Conference 148th.pptx | PPTX presentation | |
| B 08 Entry Control Addendum 01 LHB.pdf | ||
| EXHIBIT D Letter of Commitment Ld ECP (Attachment).docx | DOCX document | |
| B 08 W912LM-22-R-1001 ECP.pdf | ||
| EXHIBIT A ECP(Attachment).docx | DOCX document | |
| A 03 B3 SPEC 051321.pdf | ||
| B 08 Release Form 66 Rpr ECP.pdf | ||
| A 03 B3 FINAL DWGS 052021.pdf | ||
| EXHIBIT B ECP Ld (Attachment).docx | DOCX document | |
| EXHIBIT C Reference_Questionnaire_Package NEW Ld (Attachment).docx | DOCX document |
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Text version
ADDENDUM NO. 02, AUGUST 19, 2022
RE: MnANG – Repair Entry Control
LHB Project No. 190273, MnANG W912LM22R1001
To: MnANG Contracting Office
From: LHB, Inc.
This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated May 13, 2021 and Addendum No. 01, dated August 5, 2022. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification.
This Addendum consists of 02 pages and the following attachments:
General None
Specifications Div 02 – 14: 11 1233.20 Div 31 – 32: 32 3136, 32 3136.10
Drawings Civil: C100, C111, C140, C210, C300, C503 Structural: SD101 Architecture: A101
Changes to Prior Addenda None
Questions and Answers
Q1. Fence shown on Sheet C111 final layout and note that fence installation in this area my require hydro-vac of holes due to large amount of utilities.
A1. See note 4, sheet C111.
Q2. Will the existing cable system need to be re-installed on the new fence or not?
A2. Yes. See note 12, detail 1, sheet C503
Q3. Will there be requirements on fence company or G.C. to maintain security during open of fence for final denial barrier installation?
A3. Government will be responsible for security requirements.
Q4. Autogate in specifications with Tilt-A-Way detail for footing design. Verify gate specification.
A4. Refer to updated specifications. Contractor’s option to use DSC7000H foundation design included as attachment or foundation design included in the project plans.
Q5. Clarification if footing in documents is necessary with MFG specifying a much lesser footing.
A5. Refer to updated specifications. Contractor’s option to use DSC7000H foundation design included as attachment or foundation design included in the project plans.
ADDENDUM NO. 02: REPAIR ENTRY CONTROL PAGE 2
AUGUST 19, 2022
Q6. Delta Scientific Model DSC7000 specified but within specification 11 1200 there is a note referring to an Ameristar M530 crash beam. Please verify which gate is desired.
A6. DSC7000H (24’ span).
Q7. Magneticauto specifications state 10-12’ arm, plans state 16’ arm. Please clarify.
A7. Refer to updated specifications.
Q8. Gate specified Doorking model 1601 only make gates up to 14’ wide arm. Plans call for 28’ wide arm. Doorking larger models provide arm lengths up 27’ wide maximum. Clarify arm length or gate spec required
A8. Refer to updated specifications.
General None
Changes to Specifications
1. Refer to Section 11 1200:
a. Paragraph 2.01.A: Change Barrier Arm Basis of Design to Magnetic AutoControl.
2. Refer to Section 11 1233.10:
a. Paragraph 2.01.A.1: Change from Product MIB40-C100 to Product Pro-L-RCO1540.
b. Paragraph 2.01.C.10: Change from MIB40* to Pro-L-RCO1540.
c. Paragraph 2.01.F.6: Change 10-12 feet to 15.
3. Replace Section 11 1233.20 in its entirety.
4. Replace Section 32 3136 in its entirety.
5. Replace section 32 3136.10 in its entirety.
Product Approvals
Refer to Specification Section 01 2500 3.02 and 3.03. Pre-approvals will not be given during bidding.
Changes to Drawings
6. Replace Sheet C100 – B211 PARKING REMOVALS & EROSION CONTROL PLAN in its entirety.
7. Replace Sheet C111 – B211 ENTRY SURFACING & LAYOUT PLAN in its entirety.
8. Replace Sheet C140 – ALERT ACCESS SITE PLAN in its entirety.
9. Replace Sheet C210 – MAIN GATE SITE PLAN in its entirety.
10. Replace Sheet C300 – GATE 4 SITE PLAN in its entirety.
11. Replace Sheet C503 – CONSTRUCTION DETAILS in its entirety.
12. Replace Sheet SD101- DEMOLITION PLAN in its entirety.
13. Replace Sheet A101- MAIN GATE INSPECTION AREA ENTRY CONTROL BLDG FLOOR PLAN in its entirety.
END OF ADDENDUM NO. 02
MnANG ATFP REPAIR
ENTRY CONTROL POINTS
LHB #190273
FMKM152015
Addendum 01
F.O.D. GATES AND OPERATORS (REVISED
ADDENDUM NO. 02)
11 1233.20 - 1
SECTION 11 1233.20
F.O.D. GATES AND OPERATORS (REVISED ADDENDUM NO. 02)
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Swing-up arm gates.
B. Sensors and controls.
1.02 RELATED SECTIONS
A. Section 26 0533.13 - Conduit.
B. Section 26 2717 - Equipment Wiring.
1.03 REFERENCES
A. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having
Jurisdiction, Including All Applicable Amendments and Supplements.
B. UL 325 - Standard for Door, Drapery, Gate, Louver, and Window Operators and Systems;
Current Edition, Including All Revisions.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Equipment list, system description, block diagrams on equipment to be finished, electrical wiring diagrams for installation, and manufacturer's data sheets on each product to be used, including:
C. Operating and Maintenance Data: Two copies of operation, installation, and maintenance manuals including wiring diagrams; show risers, layouts, and include special diagrams documenting differences between installed configuration and standard drawings.
1.05 QUALITY ASSURANCE
A. Installer Qualifications: Factory authorized contractor specifically trained in gate operation systems of the type found in this section.
1.06 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B. Warranty: Provide manufacturer's standard warranty for two years.
1.07 MAINTENANCE
A. Provide post-installation maintenance at three-month intervals, checking external reversing devices once a month.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Acceptable Manufacturer: Magnetic AutoControl.
B. Substitutions: See 01 6000 - Product Requirements.
2.02 VEHICLE LANE GATES AND OPERATORS
A. Vehicle Lane Gates: Swing-up arm barrier gate and operators; Magnetic AutoControl Gate
Operator; microprocessor based solid-state control board interacting with card readers, RF transmitters, and coin and ticket machines; solid steel crank, connecting arm, and main shaft.
1. Housing: 12 gage, 0.104 inch (2.6 mm) G90 galvanized steel painted white.
2. Controls: Adjustable automatic timer; manual toggle switch and power on-off switch;
pre-wiring to receive accessory options; automatically reversing gate to full up position if obstruction is met during closing cycle.
3. For Gates Up to 28 Feet: Magnetic Access-XXL-RCO2840.
LHB #190273
FMKM152015
Addendum 01
F.O.D. GATES AND OPERATORS (REVISED
ADDENDUM NO. 02)
11 1233.20 - 2
a. Housing Dimensions: 38 inches (965 mm) high by 15 inches (381 mm) wide by
14.75 inches (375 mm) deep.
b. Arm: 1 inch by 4 inch (5 mm by 102 mm) wood arm; operator arm rotating 90 degrees in 1.5 seconds, nominal.
c. Motor: 115 V, 1 phase, 5.4 A, 1/2 HP (373 Watts) continuous duty; AC power.
4. Operator Mounting: Left hand.
5. Battery Powered Back Up DC Drive System: Powers barrier arm in case of power failure to operator; resets operator to normal operation when power resumes.
6. Heater Kit: Thermostatically controlled, for use where temperatures fall below 32 degrees
F.
2.03 SENSORS AND CONTROLS
A. Truck Lane Gate Actuator: Single channel loop detector.
B. Vehicle Approach Alarm: Single channel loop detector.
C. Single Channel Loop Detector: LCD Inductive Loop Detector.
1. Detector unit shall be in full compliance with the environmental, transient and size requirements of NEMA Standards TS1-1994 Section 15, TS2-2003 Section 6.5, and California/New York Type 170/179 specifications, and shall meet the design, operation, electrical and functional performance requirements of these specifications.
2. The detector shall have one operational channel with two programmable relay outputs.
PART 3 EXECUTION
3.01 EXAMINATION
A. Do not begin installation until substrates have been properly prepared.
B. If substrate preparation is the responsibility of another installer, notify Contracting Officer of unsatisfactory preparation before proceeding.
3.02 PREPARATION
A. Clean surfaces thoroughly prior to installation.
B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.
3.03 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Mount plumb and level, firmly secured; see drawings for required mounting pad, base, or pedestal; provide base plates for post mounting C. Wire in accordance with NFPA 70 and applicable local codes; enclose all splices in easily accessible junction boxes or on terminal boards; tag and identify all cable runs in all junction boxes.
D. Test system and adjust to assure components and accessories are hooked-up and in working order.
3.04 PROTECTION
A. Protect installed products until completion of project.
B. Touch-up, repair or replace damaged products before Substantial Completion.
END OF SECTION
LHB #190273
FMKM152015
Addendum 01
VERTICAL PIVOT LIFT GATES (REVISED
ADDENDUM NO. 02)
32 3136 - 1
SECTION 32 3136
VERTICAL PIVOT LIFT GATES (REVISED ADDENDUM NO. 02)
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Vertical pivot lift gate system including gates and operator with accessories as required for complete operational installation.
1.02 RELATED REQUIREMENTS
A. Section 31 2316 - Excavation: Excavating for footings, and utility trenching.
B. Section 32 1313 - Concrete Paving: Installation of adjacent paved surfaces.
C. Section 11 1200 - Parking Control Equipment: Access and exit devices, and controllers.
D. Section 32 3113 - Chain Link Fences and Gates.
1.03 REFERENCE STANDARDS
A. ASTM B429/B429M - Standard Specification for Aluminum-Alloy Extruded Structural Pipe and
Tube; 2010e1.
B. ASTM F2200 - Standard Specification for Automated Vehicular Gate Construction.
C. NFPA 70 Article 100 - Electrical components, Devices, and Accessories.
D. UL 325 - Standard for Safety for Door, Drapery, Gate, Louver, and Window Operators and
Systems.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordination: Coordinate installation of units with utilities, fencing, and paving.
B. Field Measurements: Take measurements and generate dimensions where Gate and Operator are to be located.
C. Preinstallation Meeting: Conduct a preinstallation meeting one week prior to the start of work of this section; require attendance by affected installers.
D. Sequencing: Ensure that utility connections are completed in an orderly and expeditious manner.
1.05 SUBMITTALS
A. Product Data: Furnish manufacturer's literature for gate and operator and each manufactured accessory to be provided for this installation. Include maintenance data for operators, and parts manual.
B. Shop Drawings: Provide detailed drawings showing:
1. Layout and overall dimensions of each major element of the barrier equipment, including the hydraulic power unit and operator control panels, if applicable.
2. Layout dimensions and construction for the foundation and anchoring requirements of the barrier equipment.
3. Electrical schematic including associated wiring, showing electrically connected components, including interface points for connection to equipment; indicate minimum conduit size and number of wires required to run between each component of the barrier equipment.
4. Schematic drawings of the entire barrier system, with manufacturer supplied equipment connected and integrated.
5. Provide setting diagrams, templates for anchorages, sleeves, and bolts installed by others.
C. Certificate: Certify that products of this section meet or exceed specified requirements.
D. Project Record Documents: After completion of field tests, provide 3 sets of updated drawings, showing exactly where equipment and controls are installed, owners manual, maintenance schedule, and manufacturer's warranty.
LHB #190273
FMKM152015
Addendum 01
VERTICAL PIVOT LIFT GATES (REVISED
ADDENDUM NO. 02)
32 3136 - 2
1.06 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section, with not less than five years of documented experience.
B. Installer's Qualifications: Company specializing in performing the work of this section with minimum five years of experience.
1.07 DELIVERY, STORAGE AND HANDLING
A. Store materials in a manner to ensure proper ventilation and drainage. Protect against damage, weather, vandalism and theft. Conform to manufacturer's recommendations and requirements.
1.08 WARRANTY
A. Provide manufacturer's standard limited warranty for system and system components against failure resulting from normal use based on manufacturer's literature. Failure shall be defined as any defect in manufacturing which prevents gate from operating as intended.
B. Correct defective Work within a one year period after Date of Substantial Completion.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Basis of Design:
1. AutoGate Inc: www.autogate.com.
2. Contractor shall be responsible for all modifications to the design needed to accommodate other vertical pivot lift gate manufacturers including power requirements and associated wire and conduit requirements.
2.02 AUTOMATED GATES
A. Automated Gates - General: Having following characteristics as well as characteristics specified for each type:
1. Operation: Automatic raising and lowering.
2. Size: One each 8'-0" high measured from grade of pavement including barbed wire and
25'-0" length. See Detail drawings.
3. Position Sensor: photoelectic cell and vehicle loop detectors.
4. Control Type: proximity card reader.
5. Framing: Extruded structural aluminum pipe, alloy 6063-T6 complying with ASTM
B429/B429M.
6. Fabric: Match chain link fencing.
7. Barbed Wire: Extend gate post and vertical framing members 12 inches above top of chain link fabric.
8. Threaded Fasteners: All exterior screws, bolts, nut and washers shall be 300 series non-magnetic stainless steel.
9. Main Operator Control Panel.
10. Entrapment Sensing device: Operator shall have inherent motor current sensors as part of the gate operator system.
11. Reversing Edge: Provide manufacturers standard reversing edge system.
12. Secondary Entrapment Sensing Device: Provide Type B1 non-contact photoelectric sensor or equivalent. Provide Type B2 Safety edges. Provide adjustable timer for gate closure. Provide maximum run timer.
13. Bracing: Provide 3/16 aircraft coated cable if wind bracing is required.
14. Electrical Disconnect: Single pole snap switch at operator unit.
15. Service Receptacle: Weatherproof GFCI type at operator unit.
16. Battery Back-up (Power Failure): Provide manual bypass system, which allows barrier to be opened and closed in event of power failure.
17. Gate Operator: Provide Class IV gate operator system, including gate operator, field supplied manufacturer specified batteries, and external contact sensing equipment. Gate speed shall fully open or close within 12 seconds.
http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M
LHB #190273
FMKM152015
Addendum 01
VERTICAL PIVOT LIFT GATES (REVISED
ADDENDUM NO. 02)
32 3136 - 3
18. Yoke: See Detail drawings.
19. Operation: System to allow for minimum 2900 open and close operations per day.
20. Extreme Cold Weather Package.
21. Power: 120 volt AC, maximum load of 15 amps.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verification of Conditions:
1. Verify location of existing utilities, grades and conditions of substrate.
2. Verify existing vehicle detector loops, including their size, geometry and wiring.
3. Verify integration requirements with other site security equipment including but not limited to gates and other automated barrier systems.
3.02 PREPARATION
A. Protect existing work from damage due to installation of this work.
3.03 GATE FOUNDATIONS
A. Contractor's Option: Construct concrete foundation supports for vertical pivot lift gates as shown in the project plans or construct foundation supports as recommended by the gate manufacturer, AUTOGATE, in accordance with the manufacturer's drawing, Standard Pad Layout, Drawing 102-P, most current revision.
B. The bottom elevation of all foundations shall extend 6-feet below the surrounding grade elevation.
3.04 INSTALLATION
A. Connect gate frame and operator in accordance with manufacturer's instructions. Install gate so that it is plumb and level when fully closed within the following tolerances:
1. Maximum misalignment from true position: 1/4 inch.
2. Maximum misalignment between adjacent separated members: 1/8 inch.
B. Install yoke to concrete as shown in the Detail drawings.
C. Install card reader and secondary entrapment sensing devices in accordance with manufacturer's recommendations.
3.05 SYSTEM STARTUP
A. Provide manufacturer's field representative to observe systems startup with Owner's personnel present. Instruct Owner's personnel in proper use, operations and maintenance.
B. Prepare and start equipment in accordance with manufacturers' instructions and recommendations.
C. Adjust for proper operation within manufacturer's published tolerances.
3.06 CLEANING
A. Touch up scratched surfaces using materials recommended by manufacturer. Match touchup paint color with operator finish.
3.07 CLOSEOUT ACTIVITIES
A. Demonstration: Demonstrate operation of the lift gate to Government's personnel.
1. Use operation and maintenance data as reference during demonstration.
2. Briefly describe function, operation, and maintenance of each component.
3.08 PROTECTION
A. Protect installed units from subsequent construction operations.
END OF SECTION
http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M
LHB #190273
FMKM152015
Addendum 01
VERTICAL PIVOT LIFT GATES (REVISED
ADDENDUM NO. 02)
32 3136 - 4 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B429/B429M
LHB #190273
FMKM152015
Addendum 01
VERTICAL LIFT BEAM BARRIER (REVISED
ADDENDUM NO. 02)
32 3136.10 - 1
SECTION 32 3136.10
VERTICAL LIFT BEAM BARRIER (REVISED ADDENDUM NO. 02)
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Vertical lift beam barrier (Final Denial Barrier) system including rigid beam assembly, latch end post, and hydraulic operator with accessories as required for complete operational installation.
1.02 RELATED REQUIREMENTS
A. Section 03 3000 - Cast-in-Place Concrete B. Section 26 0533.13 - Conduit: Empty conduit between system components, per drawings.
C. Section 31 2316 - Excavation: Excavating for footings and utility trenching.
1.03 REFERENCE STANDARDS
A. ASTM F2200 - Standard Specification for Automated Vehicular Gate Construction; 2020.
B. ASTM F2656/F2656M - Standard Test Method for Crash Testing of Vehicle Security Barriers;
2015.
C. DOS SD-STD-02.01 - Test Method for Vehicle Crash Testing Of Perimeter Barriers and Gates;
U.S. Department of State, Revision A; 2003.
D. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having
Jurisdiction, Including All Applicable Amendments and Supplements.
E. UL 325 - Standard for Door, Drapery, Gate, Louver, and Window Operators and Systems;
Current Edition, Including All Revisions.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordination: Coordinate installation of units with utilities, fencing, gates and paving.
B. Field Measurements: Take measurements and generate dimensions where Barrier and
Operator are to be located.
C. Preinstallation Meeting: Conduct a preinstallation meeting one week prior to the start of work of this section; require attendance by all affected installers.
D. Sequencing: Ensure that utility connections are completed in an orderly and expeditious manner.
1.05 SUBMITTALS
A. Product Data: Furnish manufacturer's literature for barrier and operator and each manufactured accessory to be provided for this installation. Include maintenance data for operators, and parts manual.
B. Shop Drawings: Provide detailed drawings showing:
1. Layout and overall dimensions of each major element of the barrier equipment, including the hydraulic power unit and operator control panels, if applicable.
2. Foundation and anchoring requirements of the barrier equipment.
3. Electrical schematic including associated wiring, showing all electrically connected components, including interface points for connection to equipment; indicate minimum conduit size and number of wires required to run between each component of the barrier equipment.
4. Schematic drawings of the entire barrier system, with all manufacturer supplied equipment connected and integrated.
5. Provide setting diagrams, templates for anchorages, sleeves, and bolts installed by others.
C. Certificate: Certify that products of this section meet or exceed specified requirements.
1. Submit Certificate of Conformance that shows the barrier delivered conforms to the crash rating performance and requirements of this specification.
LHB #190273
FMKM152015
Addendum 01
VERTICAL LIFT BEAM BARRIER (REVISED
ADDENDUM NO. 02)
32 3136.10 - 2
D. Project Record Documents: After completion of field tests, provide 3 sets of updated drawings, showing exactly where equipment and controls are installed, owners manual, maintenance schedule, and manufacturer's warranty.
1.06 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section, with not less than five years of documented experience.
B. Installer's Qualifications: Company specializing in performing the work of this section with minimum five years of experience.
1.07 DELIVERY, STORAGE AND HANDLING
A. Store materials in a manner to ensure proper ventilation and drainage. Protect against damage, weather, vandalism and theft.
1.08 WARRANTY
A. Provide manufacturer's standard limited warranty for system and system components against failure resulting from normal use based on manufacturer's literature. Failure shall be defined as any defect in manufacturing which prevents barrier from operating as intended.
B. Correct defective Work within a one year period after Date of Substantial Completion.
C. Provide three year manufacturer warranty for materials and workmanship from date of installation.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Hydraulically Operated Vertical Lift Beam Barrier by:
1. Delta Scientific Corporation.
2.02 AUTOMATED BARRIERS
A. Crash Beams and Bars –
1. Delta Scientific Model DSC7000(H) or approved equal.
2. Crash Test Rating: K12.
3. Basic structure, hydraulic unit-24 ft, clear opening and hydraulic pump-1.5 hp @
230/460/3 Phase 60 Hertz.
4. One set hydraulic interconnect lines/barricade: length as needed per layout.
5. Hinged, rigid beam assembly.
6. Latch end post.
7. Mounting hardware.
8. Standard white/yellow paint.
9. Complete instructions, start-up and trouble-shooting manual.
10. Master control panel with reset and override, dual lane control.
11. Remote control slave panel with annunciator, dual lane control.
12. Detector harness, 11 pin, Delta Scientific Assembly.
13. Flashing lights, three.
14. Stop Go Signal light(s).
15. 48 inch high post with 12 inch square mounting flange, white.
16. Barricade fully down auxiliary limit switch.
17. Barricade fully up auxiliary limit switch.
18. Emergency fast operate, EFO 2.0 seconds.
19. Emergency manual operating system, hand pump.
20. Power unit mounted electrical disconnect.
21. Barrier system heater.
22. Oil reservoir heater, beta units, 200W
23. Battery back-up (controls only).
24. Three year warranty.
LHB #190273
FMKM152015
Addendum 01
VERTICAL LIFT BEAM BARRIER (REVISED
ADDENDUM NO. 02)
32 3136.10 - 3
PART 3 EXECUTION
3.01 EXAMINATION
A. Verification of Conditions:
1. Verify location of existing utilities, grades and conditions of substrate.
2. Verify integration requirements with other site security equipment including but not limited to other automated gates.
3.02 PREPARATION
A. Protect existing work from damage due to installation of this work.
3.03 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Provide manufacturer's certified field supervisor during key milestones of installation of the barrier.
C. Concrete foundation supports shall be constructed in conformance with Delta Scientific, DSC
7000, Foundation Drawing No. 91275. The bottom elevation of all foundations shall extend 6-feet below the surrounding grade elevation.
3.04 SYSTEM STARTUP
A. Provide manufacturer's field representative to observe systems startup with Owner's personnel present. Instruct Owner's personnel in proper use, operations and maintenance.
B. Prepare and start equipment in accordance with manufacturers' instructions and recommendations.
C. Adjust for proper operation within manufacturer's published tolerances.
3.05 CLEANING
A. Touch up scratched surfaces using materials recommended by manufacturer. Match touchup paint color with barrier finish.
3.06 CLOSEOUT ACTIVITIES
A. Demonstration: Demonstrate operation of the barrier to Owner's personnel.
1. Use operation and maintenance data as reference during demonstration.
2. Briefly describe function, operation, and maintenance of each component.
3.07 PROTECTION
A. Protect installed units from subsequent construction operations.
END OF SECTION
LHB #190273
FMKM152015
Addendum 01
VERTICAL LIFT BEAM BARRIER (REVISED
ADDENDUM NO. 02)
32 3136.10 - 4
ATFP REPAIR ENTRY
CONTROL POINTS
NO DATE REVISION
DRAWING TITLE:
PROJECT NAME:
DRAWN BY:
CHECKED BY:
FILE:
DRAWING NO:
PROJ. NO:
..\190273\600 Drawings\C\C100 (B211 Parking & Alert Access).dwg
21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446
COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.
C100190273
MINNESOTA AIR
148TH FIGHTER WING
CLIENT:
NO DATE ISSUED FOR
THIS SQUARE APPEARS 1/2" x 1/2" ON
FULL SIZE SHEETS.
NATIONAL GUARD
FMKM 150215
1 5/13/2021 TYPE B3 FINAL SUBMITTAL
B211 PARKING
REMOVALS & EROSION
CONTROL PLAN
1 8/17/2022 ADDENDUM 02
NO DATE REVISION
DRAWING TITLE:
PROJECT NAME:
DRAWN BY:
CHECKED BY:
FILE:
DRAWING NO:
PROJ. NO:
..\190273\600 Drawings\C\C100 (B211 Parking & Alert Access).dwg
21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446
COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.
C111190273
MINNESOTA AIR
148TH FIGHTER WING
CLIENT:
NO DATE ISSUED FOR
THIS SQUARE APPEARS 1/2" x 1/2" ON
FULL SIZE SHEETS.
NATIONAL GUARD
FMKM 150215
1 5/13/2021 TYPE B3 FINAL SUBMITTAL
B211 ENTRY SURFACING
& LAYOUT PLAN
SIGN SCHEDULE
PLAN NO. MUTCD CODE TEXT SIZE
N/A GENERAL OFFICER 12"x18" WING COMMANDER 12"x18"
3 OG/CC 12"x18" 4 179FS/CC 12"x18" 5 OSS/CC 12"x18" 6 GENERAL OR COLONEL 12"x18" 7 PILOT OF THE YEAR 12"x18" 8 N/A SFS/BDOC 12"x18"
N/A N/A N/A N/A N/A N/A
9 R7-8M HANDICAPPED PARKING VEHICLE ID REQUIRED12"x18" 10 N/A OG AMN OF THE YEAR 12"x18" 11 N/A OG NCO OF THE YEAR 12"x18" 12 N/A OG SNCO OF THE YEAR 12"x18" 13 N/A OG/CCC 12"x18" 14 N/A OG CGO OF THE YEAR 12"x18" 15 N/A GOV RESERVED 12"x18"
4611 Phantom Drive
ALUMINUM REMOVABLE
SIGN PANEL, DARK BRONZE
ALUMINUM SIGN POST,
3"x3", DARK BRONZE
2'
- 8
2'
- 4
BUILDING NAME, WHITE TEXT
BUILDING NUMBER, WHITE TEXT
GRAPHIC LINE, WHITE
ADDRESS, WHITE TEXT
2"
2 1 /4"
3" 2 1
/4" 8 1
/2" 3 1
/2" 1 3
/4" 3 1
/2" 3"
3" 3' - 6" 3"
Squadron Operations
NO DATE REVISION
DRAWING TITLE:
PROJECT NAME:
DRAWN BY:
CHECKED BY:
FILE:
DRAWING NO:
PROJ. NO:
..\190273\600 Drawings\C\C100 (B211 Parking & Alert Access).dwg
21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446
COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.
C140190273
MINNESOTA AIR
148TH FIGHTER WING
CLIENT:
NO DATE ISSUED FOR
THIS SQUARE APPEARS 1/2" x 1/2" ON
FULL SIZE SHEETS.
NATIONAL GUARD
FMKM 150215
1 5/13/2021 TYPE B3 FINAL SUBMITTAL
ALERT ACCESS
SITE PLAN
NO DATE REVISION
DRAWING TITLE:
PROJECT NAME:
DRAWN BY:
CHECKED BY:
FILE:
DRAWING NO:
PROJ. NO:
..\190273\600 Drawings\C\C200 (Main Gate).dwg
21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446
COPYRIGHT 2022 BY LHB, INC. ALL RIGHTS RESERVED.
C210190273
MINNESOTA AIR
148TH FIGHTER WING
CLIENT:
NO DATE ISSUED FOR
THIS SQUARE APPEARS 1/2" x 1/2" ON
FULL SIZE SHEETS.
NATIONAL GUARD
FMKM 150215
1 5/13/2021 TYPE B3 FINAL SUBMITTAL
MAIN GATE
NO DATE REVISION
DRAWING TITLE:
PROJECT NAME:
DRAWN BY:
CHECKED BY:
FILE:
DRAWING NO:
PROJ. NO:
..\190273\600 Drawings\C\C300 (Gate 4).dwg
21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446
COPYRIGHT 2022 BY LHB, INC. ALL RIGHTS RESERVED.
C300190273
MINNESOTA AIR
148TH FIGHTER WING
CLIENT:
NO DATE ISSUED FOR
THIS SQUARE APPEARS 1/2" x 1/2" ON
FULL SIZE SHEETS.
NATIONAL GUARD
FMKM 150215
1 5/13/2021 TYPE B3 FINAL SUBMITTAL
GATE 4
NO DATE REVISION
DRAWING TITLE:
PROJECT NAME:
DRAWN BY:
CHECKED BY:
FILE:
DRAWING NO:
PROJ. NO:
..\190273\600 Drawings\C\C500 (Details).dwg
21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446
COPYRIGHT 2022 BY LHB, INC. ALL RIGHTS RESERVED.
C503190273
MINNESOTA AIR
148TH FIGHTER WING
CLIENT:
NO DATE ISSUED FOR
THIS SQUARE APPEARS 1/2" x 1/2" ON
FULL SIZE SHEETS.
NATIONAL GUARD
FMKM 150215
1 5/13/2021 TYPE B3 FINAL SUBMITTAL
CONSTRUCTION DETAILS
INSIDE FENCE ELEVATION
GENERAL DEMOLITION NOTES
GENERAL KEYED NOTES
1 2 3 4 5
AA
BB
CC
C.1
B.9
16' - 8" 5' - 8" 40' - 6" 19' - 0"
1 2
1. DASHED LINES INDICATE ITEMS TO BE DEMOLISHED, TYPICAL.
2. IF SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED, STOP WORK IMMEDIATELY
AND NOTIFY CONSTRUCTION MANAGER. DO NOT RESUME WORK UNTIL DIRECTED BY
CONSTRUCTION MANAGER.
3. ALL CONTRACTORS ARE RESPONSIBLE FOR VISITING THE JOB SITE AND BECOMING
FAMILIAR WITH THE SCOPE OF WORK. COORDINATE SITE VISIT WITH CONSTRUCTION
MANAGER.
4. ALL DEMOLITION MATERIALS NOT CLAIMED BY THE OWNER OR SHOWN TO BE SALVAGED
AND REUSED ON THE PROJECT ARE TO BE DISPOSED OF OFF-SITE, AS PER LOCAL
REGULATIONS AT THE CONTRACTOR'S EXPENSE. COORDINATE ALL DEMOLITION WITH
CONSTRUCTION MANAGER AND PROJECT PHASING.
5. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING MATERIALS AND SPACES
WHICH ARE TO REMAIN.
6. ALL DARKLY SHADED WALLS REPRESENT EXISTING WALLS TO REMAIN, TYPICAL.
7. REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL FOR ADDITIONAL DEMOLITION
PLANS AND SYSTEMS TO BE REMOVED AND / OR REPLACED.
8. CUTTING AND PATCHING: ALL FUTRURE EXPOSED DEMO LOCATIONS ARE TO BE PATCHED
TO MATCH ADJACENT MATERIALS. COORDINATE DEMOLITION WITH ITEMS NOTED TO BE
REPAIRED / REPLACED.
X
REMOVE EXISTING BRICK/CONCRETE PIER AND PRECAST CAP.
REMOVE EXISTING 24" SQUARE CONCRETE PIER.
REMOVE EXISTING 4'-0" CONCRETE SPREAD FOOTING.
REMOVE AND REPLACE EXISTING ORNAMENTAL STEEL FENCE TO
MATCH EXISTING. SEE CIVIL FOR ADDITIONAL INFORMATION.
REMOVE AND SALVAGE EXISTING ORNAMENTAL STEEL FENCE. FENCE
SUPPLIER SHALL MODIFY AS REQUIRED TO ATTACH TO NEW
BRICK/BLOCK SCREEN WALL. SEE CIVIL FOR ADDITIONAL INFORMATION.
REMOVE EXISTING ORNAMENTAL STEEL FENCE. SEE CIVIL FOR
ADDITIONAL INFORMATION.
REMOVE EXISTING 15" DIAMETER CONCRETE PIER AT FENCE SUPPORT.
SEE CIVIL FOR ADDITIONAL INFORMATION.
FIELD VERIFY EXISTING FENCE POST LOCATIONS. REMOVE EXISTING
CONCRETE PIERS AS REQUIRED WITHIN EXCAVATION LIMITS. SEE CIVIL.
PROVIDE NEW FOUNDATIONS FOR NEW FENCE POST LOCATIONS PER
MANUFACTURER'S RECOMMENDATIONS.
PROTECT EXISTING FENCE AND FENCE POST FOUNDATIONS AS
REQUIRED DURING BUILDING EXCAVATION. SEE CIVIL FOR ADDITIONAL
INFORMATION.
FILE:
DRAWN BY:
CHECKED BY:
PROJ. NO:
DRAWING NO:
DRAWING TITLE:
PROJECT NAME:
I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota.
Signature:
Typed or Printed Name:
Date: Reg. No.:
THIS SQUARE APPEARS 1/2"x1/2"
ON FULL SIZE SHEETS
CLIENT:
DULUTH, MINNESOTA
148th FIGHTER WING
MINNESOTA AIR
NATIONAL GUARD
ATFP REPAIR ENTRY
CONTROL POINTS
XXX
FMKM 152015
COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.
NO DATE ISSUED FOR
21 W. Superior St., Ste 500 | Duluth, MN 55802 | 218.727.8446
1 05/13/2021 TYPE B3 FINAL SUBMITTAL
B
IM
/1
M n A
N G
-A T
F P
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M n A
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R e p a ir E n tr y C o n tr o l S
.r v t
/1
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:3
:2
P
M
SD101
JENNIFER M. BABCOCK
4076805/13/2021
MAS
JMB
190273
DEMOLITION PLAN
1/4" = 1'-0"1
DEMOLITION PLAN
NORTH
NO DATE REVISION
1 08/17/2022 ADDENDUM 02
GENERAL SHEET NOTES
A. GENERAL NOTES APPLY TO ALL DRAWING SHEETS.
B. COORDINATE THIS ARCHITECTURAL PLAN WITH PLANS BY ALL OTHER
DISCIPLINES IN THE DOCUMENTS, SUCH AS CIVIL, STRUCTURAL, MECHANICAL,
PLUMBING, ELECTRICAL, FIRE PROTECTION PLANS, AND OTHERS AS NECESSARY.
NOTE: SYMBOLS USED IN PLANS BY OTHER DISCIPLINES MAY DIFFER FROM
ARCHITECTURAL SYMBOLS.
C. DIMENSIONS OF INTERIOR WALLS ARE TO FACE OF STUD, FACE OF CMU, FACE
OF CONCRETE, OR FACE OF EXISTING WALL UNLESS NOTED OTHERWISE.
D. AT “ALIGN” NOTE, FINISH FACE OF WALLS TO ALIGN
E. OWNER SUPPLIED FURNITURE AND EQUIPMENT SHOWN AS DASHED. NOT IN
CONTRACT UNLESS NOTED OTHERWISE.
F. ALL EXPOSED PIPES, VENTS, AND CONDUIT PENETRATING WALLS, FLOORS, OR
CEILINGS SHALL HAVE FINISHED TRIM RINGS (ESCUTCHEONS).
G. ALL NEW AND EXISTING GYPSUM BOARD SURFACES WITHIN THE CONSTRUCTION
LIMITS TO RECEIVE PAINT UNLESS NOTED OTHERWISE.
H. EXTERIOR LANDINGS, STOOPS, BALCONIES, AND PORCHES SHALL BE LEVEL
ACROSS DOORWAYS AND SHALL SLOPE AWAY FROM THE BUILDING AT 1/4" PER
FOOT.
I. EXISTING STRUCTURE LOCATIONS ARE APPROXIMATE AND BASED ON
INFORMATION PROVIDED BY THE OWNER. FIELD VERIFY AS REQUIRED.
EXISTING SECURITY
GATE HOUSE
A301
A201
A2012
A202
A202 3
A302
A302
WAITING
SECURITY
INSPECTION
A302
100.1
SCREEN FENCING -
SEE ELEVATIONS
100.2
EXISTING COLUMNS
TYPICAL
9' - 6"
4' - 3"
W1
W1
W2
A.7
B.8
B.3
20' - 4"
P6
FURNITURE GFGI
9'
/4
8'
/4
4' - 3"
UNIT HEATER - SEE MECH
4' - 3"
A611
TYP
3' - 4" 14' - 0" 3' - 0"
A611
A611
A611
3 SIM
4 SIM
3'
0"
3'
0"
3'
0"
4'
4'
4'
4'
4'
3'
5'
5'
7/ 8"
3'
/8
3'
0"
4'
4'
3'
0"
3'
0"
3'
0"
5.1
MODIFY OR REPLACE
EXISTING FENCE SECTION
AND ATTACHMENT TO WALL
NEW GATE INSTALLATION,
REFER TO CIVIL
EXISTING GATE TO REMAIN
DRAWN BY:
CHECKED BY:
PROJ. NO:
DRAWING NO:
DRAWING TITLE:
PROJECT NAME:
I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.
Signature:
Typed or Printed Name:
Date: Reg. No.:
THIS SQUARE APPEARS 1/2"x1/2"
ON FULL SIZE SHEETS
CLIENT:
DULUTH, MINNESOTA
148th FIGHTER WING
MINNESOTA AIR
NATIONAL GUARD
ATFP REPAIR ENTRY
CONTROL POINTS
FMKM 152015
COPYRIGHT 2021 BY LHB, INC. ALL RIGHTS RESERVED.
NO DATE ISSUED FOR
21 W. Superior St., Ste 500 | Duluth, MN 55802 | 218.727.8446
1 05/13/2021 TYPE B3 FINAL SUBMITTAL
B
IM
/1
M n A
N G
-A T
F P
R e p a ir E n tr y C o n tr o l P o in ts /1
M n A
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R e p a ir E n tr y C o n tr o l A
.r v t
/1
/2
:1
:4
A
M
A101
04/13/2021
CYNTHIA POIRIER
22021
CMK
CIP
190273
MAIN GATE INSPECTION
AREA ENTRY CONTROL
BLDG FLOOR PLAN
1/4" = 1'-0"1
MAIN GATE PLAN
NO DATE REVISION
1 08/19/2022 ADDENDUM 02
| Addendum No. 02, August 19, 2022 |
| General None |
| Specifications |
| Drawings |
| Changes to Prior Addenda None |
| Questions and Answers |
| General None |
| Changes to Specifications |
| Product Approvals |
| Changes to Drawings |
END OF ADDENDUM NO. 02
File details come from the government source that posted it. Updated .