Updated_JLSS_12-0011_Bid_Specs,_Oct_2016.pdf

PROJECT

MANUAL

SPECIFICATIONS

Construct Munitions Maintenance & Inspection Facility

JLSS 12-0011B

GTP 420-001

Construction Bid Set

911th Airlift Wing Moon Township, PA

November 5, 2014

911th Airlift Wing - Construct Munitions

JLSS-12-0011B 00 01 10 - 1

SECTION 00 01 10

TABLE OF CONTENTS

SECTION NO. SECTION TITLE

DIVISION 00 - PROCUREMENT REQUIREMENTS

00 00 00 Cover Sheet

00 01 10 Table of Contents

00 01 15 List of Drawings

DIVISION 01 - GENERAL REQUIREMENTS

01 01 00 Summary of Work

01 01 00a Geotechnical Information

01 14 00 Work Restrictions

01 23 00 //Deleted//

01 32 00 Construction Progress Documentation

01 34 00 Submittal Procedures

01 40 00 Quality Requirements

01 41 00 Environmental Protection

01 50 00 Temporary Facilities and Controls

01 59 50 Safety Requirements

01 73 00 Closeout Procedures

01 73 89 Cutting and Patching

01 78 30 Project Record Documents

01 81 30 Green Procurement Requirements

01 81 30a Green Procurement Reporting Form

DIVISION 02 - EXISTING CONDITIONS

NOT APPLICABLE

DIVISION 03 - CONCRETE

03 30 01 [Concrete and Reinforcing Steel]

DIVISION 04 - MASONRY

04 20 00 Unit Masonry

DIVISION 05 - METALS

05 31 23 Steel Roof Deck

05 40 00 Cold-Formed Metal Framing

05 44 00 Cold-Formed Metal Trusses

05 50 00 Metal Fabrications

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 Bituminous Dampproofing

07 21 00 Thermal Insulation

JLSS-12-0011B 00 01 10 - 2

DIVISION 07 - THERMAL AND MOISTURE PROTECTION (cont’d)

07 41 13 Standing-Seam Metal Roof Panels

07 92 00 Joint Sealants

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames

08 31 13 Access Doors and Frames

08 33 23 Overhead Coiling Doors

08 71 00 Door Hardware

08 91 19 Fixed Louvers

DIVISION 09 - FINISHES

09 21 16 Gypsum Board Assemblies

09 30 13 Ceramic Tiling

09 51 13 Acoustical Panel Ceilings

09 65 13 Resilient Base and Accessories

09 65 19 Resilient Tile Flooring

09 91 00 Painting

DIVISION 10 - SPECIALTIES

10 14 00 Signage

10 28 00 Toilet Accessories

10 44 13 Fire Protection Cabinets

10 44 16 Fire Extinguishers

DIVISION 11 - DIVISION 21

DIVISION 22 - PLUMBING

22 00 00 Plumbing - General Provisions

22 07 00 Plumbing - Thermal Insulation

22 10 00 Plumbing - Piping Systems

22 30 00 Plumbing - Equipment

22 40 00 Plumbing - Fixtures and Trim

DIVISION 23 - HVAC

23 00 00 HVAC

DIVISION 24 - DIVISION 25

JLSS-12-0011B 00 01 10 - 3

DIVISION 26 - ELECTRICAL

26 00 00 Electrical General Provisions

26 05 10 600V Maximum Wires and Cables

26 05 13 Medium Voltage Cables

26 05 33 Raceway and Boxes for Electrical Systems

26 12 16 Pad Mounted Transformers, Dry Type

26 18 00 Wiring Devices

26 19 00 Miscellaneous Equipment

26 24 16 Panelboards

26 41 13 Lightning Protection System

26 51 00 Lighting System

DIVISION 27 - DIVISION 30

[27 15 00 Communications Horizontal Cabling]

DIVISION 31 - EARTHWORK

31 10 00 Site Clearing

31 20 00 Earth Moving

31 23 19 Dewatering

31 25 00 Erosion and Sedimentation Controls

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 13 13 Concrete Paving

32 17 23 Pavement Markings

[32 31 14 Chain-Link Fence and Gates]

32 32 23 Segmental Retaining Walls

32 92 00 Turf and Grasses

DIVISION 33 - UTILITIES

33 10 00 Water Utilities

33 41 00 Storm Utility Drainage Piping

33 79 00 Grounding System

DIVISION 34 - DIVISION 49

ATTACHMENT 01 – Erosion and Sedimentation Pollution Control Plan Template (July 2014)

[ ] Denotes Change 1, by 911th Airlift Wing, August 6, 2015

// // Denotes Change 2, by 911th Airlift Wing, September 22, 2016

END OF SECTION

JLSS-12-0011B 00 01 10 - 4

THIS PAGE INTENTIONALLY LEFT BLANK

911th Airlift Wing – Construct Munitions Drawing List

JLSS-12-0011B 00 01 15-1

SECTION 00 01 15

DRAWING INDEX

SHEET PLATE SHEET

NUMBER NUMBER TITLE

GENERAL

1 of 32 G-100 COVER SHEET

CIVIL

2 of 32 C-200 CIVIL NOTES, LEGEND AND ABBREVIATIONS

3 of 32 C-201 CIVIL EXISTING SITE PLAN

4 of 32 C-202 CIVIL SITE DEMOLITION PLAN

5 of 32 C-203 CIVIL PROPOSED SITE PLAN

6 of 32 C-204 CIVIL GRADING PLAN

7 of 32 C-205 CIVIL E&S PLAN

8 of 32 C-206 CIVIL UTILITY PLAN

9 of 32 C-207 CIVIL UTILITY PROFILES

10 of 32 C-208 CIVIL PAVEMENT MARKING PLAN

11 of 32 C-209 CIVIL E&S DETAILS

12 of 32 C-210 CIVIL DETAILS 1

13 of 32 C-211 CIVIL DETAILS 2

ARCHITECTURAL

14 of 32 A-000 ARCHITECTURAL LEGEND AND CODE SUMMARY

15 of 32 A-100 ARCHITECTURAL FLOOR AND ROOF PLANS

16 of 32 A-200 ARCHITECTURAL ELEVATIONS & SECTIONS

17 of 32 A-300 ARCHITECTURAL WALL SECTIONS

18 of 32 A-400 ARCHITECTURAL SCHEDULES AND DETAILS

STRUCTURAL

19 of 32 S-000 STRUCTURAL GENERAL NOTES

20 of 32 S-100 STRUCTURAL PLANS AND SECTIONS

21 of 32 S-200 STRUCTURAL ELEVATIONS AND SECTIONS

22 of 32 S-201 STRUCTURAL STANDARD MASONRY DETAILS

HVAC

23 of 32 H-100 HVAC SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

24 of 32 H-200 HVAC FLOOR PLANS AND DETAILS

25 of 32 H-300 HVAC SCHEDULES AND DETAILS

PLUMBING

26 of 32 P-100 PLUMBING SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

27 of 32 P-200 PLUMBING FLOOR PLANS AND DETAILS

911th Airlift Wing – Construct Munitions Drawing List

JLSS-12-0011B 00 01 15-2

SHEET PLATE SHEET

NUMBER NUMBER TITLE

ELECTRICAL

28 of 32 E-000 ELECTRICAL SYMBOLS AND LEGEND

39 of 32 E-001 ELECTRICAL SYMBOLS AND LEGEND

30 of 32 E-100 ELECTRICAL POWER AND LIGHTING PLANS

31 of 32 E-101 ELECTRICAL PROPOSED SITE PLANS

32 of 32 E-200 ELECTRICAL SCHEDULES

911th Airlift Wing - Construct Munitions Summary of Work

JLSS-12-0011B 01 01 00 - 1

SECTION 01 01 00

SUMMARY OF WORK

PART 1 - GENERAL

1.01 SCOPE OF WORK

A. The project includes one work scope at the 911th Airlift Wing/LGC, Pittsburgh IAP ARS, Moon Township, PA 15108-4495 as follows:

1. Construct one story Munitions Maintenance & Inspection Facility with related site work, Government’s Project Number: JLSS 12-0011B.

1.02 DEFINITIONS

A. Provide shall mean: to furnish all materials/equipment, to install all labor and services and to make the item of work or equipment fully complete, operable, and acceptable to intended use.

B. The words "Project Coordinator" used in some of these specifications shall refer to the

"Contracting Officer".

C. The word “Owner” shall refer to the “Government”.

D. The word “Architect” shall refer to the “Contracting Officer.”

E. The word “Engineer” shall refer to the “Contracting Officer.”

F. The word “Inspector” shall refer to the “Contracting Officer.”

G. Any referenced standards used are to be the latest version at the time of bidding.

1.03 WORK COVERED BY CONTRACT DOCUMENTS

A. The following is a general Project Summary of the Work. Review entire set of Contract

Documents for a comprehensive referencing of required work scopes.

B. This project includes the construction of a new one story building and incorporates general, fire protection, plumbing, mechanical, and electrical construction work and generally includes the following work scopes:

1. Excavation, backfill, and utility connections.

2. Rooms include unisex restroom, mechanical room, and drive-thru vehicle bay.

3. Concrete foundation, on-grade floor slab, equipment pads, and reinforced concrete block walls with a brick veneer exterior finish.

4. Insulated standing seam metal roof with color matching fascia, flashing, and gutters.

JLSS-12-0011B 01 01 00 - 2

5. Supporting utilities, sidewalks, fencing, pavements/driveway to building, retaining wall, and landscaping.

6. Interior communications requirements, including 4-pair telephone outlets and shielded data outlets.

7. Interior finishes with painted concrete block and coated flooring.

8. Relocation of existing manhole and existing transformer.

9. Installation of new transformer and pad

10. Underground building electrical service from new transformer; LED interior work area lighting; and exit/emergency lighting.

11. Underground building communications including fire alarm, network and security.

12. HVAC systems and controls, including user emergency shut-off switch.

13. Fire (heat) detection system, sprinkler system, security alarm system, and lightning protection system.

14. Provide new electrical power distribution and provide new light fixtures in new rooms.

15. [Installation of new chain link fence with motorized sliding gates (with yellow electric beacons) and man gates.

16. As per specification section 26 41 13 (Lighting Protection System), the lighting protection system is a delegated design to the construction contractor (who may hire a qualified engineer for this design). IN ADDITION, NO ON-SITE CONSTRUCTION

MAY BEGIN UNTIL THE GOVERNMENT APPROVES THE DESIGN OF THE

LIGHTING PROTECTION SYSTEM. The construction contractor shall assume that 60 days will be required for government review of this system. If any corrections are needed to the contractor’s lighting protection system design, then government approval would require more time.]

C. Construct new facility meeting requirements in UFC 4-10-01, “DoD Minimum Antererrorism

Standards for Buildings” for low occupancy buildings.

D. [Delegated design.

1. This Contract includes the following Delegated Design that is part of the Contractors work scope. Refer to specification Section for Delegated Design requirements.

a. Section 05 40 00 “Cold Formed Metal Framing”.

b. Section 05 44 00 “Cold Formed Metal Trusses”.

c. Section 08 91 19 “Fixed Louvers”.

d. Section 26 41 13 “Lightning Protection”.

JLSS-12-0011B 01 01 00 - 3

e. Section 31 25 00 “Erosion and Sediment (E&S) Pollution Control Plan”.

f. Section 32 32 23 “Segmental Retaining Walls.”

2. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. If criteria indicated are not sufficient to perform services or certification required, submit a written request to Contracting Officer for additional information.

3. Create and submit calculations and shop drawings according to Section 01 40 00 “Quality

Requirements” to show solutions by Contractor’s design professional.]

1.04 CONTRACT METHOD

A. //The contractor’s proposal to construct the work shall consist of two line items; “Repair Work” and “New Work”. Award shall be based on the sum of the two line items.

B. One bid line item “Repair Work” shall represent all costs to relocate and install the new electrical underground distribution system (outside of the new inspection building). Also included in this item is all costs to provide temporary electrical power to the apron lighting, and two-thirds all costs to relocate/install the new outside transformer. “Repair Work” also includes all costs to relocate the existing storm water line around the new munitions building. The contractor shall also include half of the overall costs to prepare the Erosion and Sediment (E&S)

Control plan and maintain/inspect/etc the E&S measures in this bid line item. The contractor shall also include 25 percent of their overall project management (including site superintendent, office staff, paperwork, etc) costs in the “Repair Work” line item bid. These requirements are further delineated as Change “2” in the project drawings.

C. The other bid line item “New Work” shall include all other costs associated with this project

(not included in “Repair Work”). This includes only half of the overall costs to prepare the

E&S Control plan and maintain/inspect/etc the E&S measures. The contractor shall include 75 percent of their overall project management (including site superintendent, office staff, paperwork, etc) costs in the “New Work” line item bid.//

1.05 CONTRACTOR USE OF PREMISES AND RESPONSIBILITIES

A. Coordinate use of premises under direction of Contracting Officer.

B. Assume full responsibility for protection and safekeeping of products under this Contract.

C. Work periods may be limited in duration without additional compensation to the Contractor aside from an extension to the performance period for lost time.

D. The Contractor shall be responsible for protecting installed Work and existing adjacent building materials and systems that remain.

E. Work is prohibited on UTA training weekends, which typically occurs the first and third weekends each month.

JLSS-12-0011B 01 01 00 - 4

F. Obtain and pay for use of additional storage or work areas needed for operations under this

Contract. Refer to Division 01 Section “Temporary Facilities and Controls” for providing temporary trailers.

G. Refer to Division 01 Section “Work Restrictions” for additional project requirements.

1.06 WORK UNDER OTHER CONTRACTS

A. General: Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Coordinate the

Work of this Contract with work performed under separate contracts.

1.07 GOVERNMENT’S OCCUPANCY REQUIREMENTS

A. Government Occupancy of Completed Areas of Construction: Government reserves the right to occupy and to place and install equipment in completed areas of building, before Substantial

Completion, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and partial occupancy shall not constitute acceptance of the total Work.

1. Contracting Officer will prepare a Certificate of Substantial Completion for each specific portion of the Work to be occupied before Government occupancy.

2. Obtain a Certificate of Occupancy before Government occupancy.

3. Before partial Government occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, Government will operate and maintain mechanical and electrical systems serving occupied portions of building.

4. On occupancy, Government will assume responsibility for maintenance and custodial service for occupied portions of building.

B. Government will occupy adjacent buildings and other areas at the site. Cooperate with

Contracting Officer during construction operations to minimize conflicts and facilitate

Government usage elsewhere at the site. Perform the Work so as not to interfere with

Government’s operations.

1. Maintain access to existing walkways, corridors, means of egress, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Contracting Officer.

2. Provide not less than 5 working days’ notice to Contracting Officer for all proposed utility outages. Comply with Keyed Note 5 on Plate E-101.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

JLSS-12-0011B 01 01 00 - 5

[ ] Denotes Change 1, by 911th Airlift Wing, August 6, 2015

// // Denotes Change 2, by 911th Airlift Wing, September 22, 2016

JLSS-12-0011B 01 01 00 - 6

Technical Memorandum

To: Keith A. Williams, AIA, PMP

From: Janet Connor, P.E.

Michael P. Smith Tyler Dunn

Date: October 22, 2013

Subject: Geotechnical Exploration Program and Recommendations Munitions Maintenance and Inspection Facility US Air Force Reserve 911th Airlift Wing Project No. JLSS‐12‐0011B Moon Township, Pennsylvania

Introduction

Datum

Existing and Proposed Site Conditions Existing Conditions

Proposed Construction

01 01 00a - 1

New sanitary and water service for the Munitions M & I Facility as well as other drainage piping.

Purpose and Scope

Perform engineering analysis and evaluations;

Subsurface Exploration Programs

01 01 00a - 2

continuously.

Geotechnical Laboratory Testing

Table 1 Summary of Geotechnical Laboratory Test Results

Exploration No.

Sample No.

Sample Depth (ft)

Moisture Content

(1)

Grain Size Analysis (2) Atterberg Limits

(3)

USCS

Classification Symbol

(4)

Gravel (%) Sand (%) Fines (%)

Coarse Fine Coarse Medium Fine Silt Clay LL PL PI

CDM‐1 S‐3 4.5‐6 0.0 0.0 0.0 4.0 16.3 12.7 30.2 36.8 32 20 12 CL

Notes:

1. Moisture content analysis was performed in accordance with ASTM D 2216.

2. Grain size analysis was performed in accordance with ASTM D422.

3. Atterberg limits were performed in accordance with ASTM D 4318

4. USCS classification was performed in accordance with ASTM D2488.

Abbreviations:

CL ‐ Sandy lean clay

01 01 00a - 3

Site Geology and Mine Subsidence Potential

ridges.

Subsurface Conditions

Table 2 Summary of Subsurface Explorations

Exploration No.

Exploration Depth (ft)

Strata Thickness (ft) Groundwater Depth (ft)

Fill Residual Soil

CDM‐1 8.1 3 >5.1 2.5 (1)

Notes:

1. Groundwater level reading taken after completion of drilling.

Abbreviations:

> ‐ Indicates strata not fully penetrated

Fill

Residual Soil

01 01 00a - 4

Groundwater Conditions

Variation in Subsurface Conditions

Geotechnical Engineering Evaluations and Design Recommendations Geotechnical Engineering Evaluations

Design Recommendations Foundation Design

01 01 00a - 5

Foundation Depth

Lowest Level Floor Slab

Estimated Foundation Settlement

Earthquake Considerations

Design Groundwater Elevation

Resistance to Buoyancy

01 01 00a - 6

Lateral Pressure on Below‐Grade Walls

Resistance to Unbalanced Lateral Loads

Construction Considerations General

Excavation

Dewatering

01 01 00a - 7

materials.

Preparation and Protection of Foundations Subgrade

Protection of Adjacent Structures and Utilities

Pre‐construction Survey

01 01 00a - 8

Settlement and Deformation Monitoring

Vibration Monitoring

Less than 20 0.5

01 01 00a - 9

Backfill Materials Structural Fill

Common Fill

percent.

01 01 00a - 10

Select Common Fill

Re‐use of Excavated Fill

Construction Monitoring

Monitor excavation activities;

Monitor dewatering activities;

Monitor instrumentation to ensure compliance;

Observe and document the preparation of foundation subgrades for proposed structures;

01 01 00a - 11

Closing

Attachments

Figure 1 – Subsurface Exploration Location Plan

Attachment A – Test Boring Logs

Attachment B ‐ Geotechnical Laboratory Test Results

Reviewed by: Kathleen M. Murtagh, P.E.

01 01 00a - 12

01 01 00a - 13

Attachment A

Test Boring Logs

01 01 00a - 14

S-1

S-2

S-3

S-4

S-5

SS

SS

SS

SS

SS

50/1"

100/1"

50/2"

Augered without sampling through pavement and base course.

Top 6": Asphalt;

Bottom 12": Aggregate base

Moist, medium dense, brown, fine to coarse SAND, little fine to coarse gravel, trace silt, trace asphalt

Moist, very stiff, dark brown, CLAY & SILT, some fine to coarse sand (CLAYSTONE)

Dry, hard, light brown, CLAY & SILT, some fine to coarse sand, (CLAYSTONE)

Dry, hard, light brown, CLAY & SILT, some fine to coarse SAND, trace fine gravel (CLAYSTONE)

Dry, hard. gray, CLAY & SILT, trace fine to coarse sand

(CLAYSTONE)

SPT and auger refusal at 8.1' bgs. Bottom of exploration at 8.1' bgs.

F ill

R es id u al S o il

Burmister ClassificationSample Types Consistency vs Blowcount/Foot

Granular (Sand): Fine Grained (Clay):

Dense: 30-50 V. Dense: >50

V. Loose: 0-4 Loose: 4-10 M. Dense: 10-30

V. Soft: <2 Soft: 2-4 M. Stiff: 4-8

Stiff: 8-15 V. Stiff: 15-30 Hard: >30 and 35-50% some 20-35% little 10-20% trace <10% moisture, density, color

HP - Hydro Punch SS - Split Spoon ST - Shelby Tube WS - Wash Sample GP - Geoprobe

AS - Auger/Grab Sample CS - California Sampler BQ - 1.5" Rock Core NQ - 2" Rock Core

S am p le

N u m b er

B lo w s p er in ch es

S am p le

R ec o ve ry in

G ra p h ic L o g

S tr at a

S am p le

L en g th in

RemarksMaterial DescriptionDepth (ft)

S am p le

T yp e

N -V al u e

Boring Number:

CDM-1

Sheet 1 of 1

Client: US Air Force Reserve 911th Airlift Wing Project Location: Moon Township, PA

Project Name: Munitions M & I Facility Project Number: 106718-98516

Depth Date Time

Surface Elevation (ft.): 1096.5

Total Depth (ft.): 8.1

Depth to Initial Water Level (ft):

Drilling Contractor/Driller: Geo-Environmental / Joe Beck

Hammer Weight/Drop Height/ Spoon Size: 140 lb / 30 in /2 in O.D.

Drilling Date: Start: 7/9/2013 End: 7/9/2013 Logged By: JAC

N: E: Abandonment Method: Backfill with soil cuttings

2.5 7/9/13

Drilling Method/Casing/Core Barrel Size: Hollow Stem Auger / 2.25 in / NA

9:40 AM

Bore Hole Location: See boring location plan

Boring Number: CDM-1Reviewed by: M. Smith Date: 10/17/13

B L

1T H

L O

G S

.G P

J

/1

/1

01 01 00a - 15

Attachment B

Geotechnical Laboratory Test Results

01 01 00a - 16

01 01 00a - 17

01 01 00a - 18

01 01 00a - 19

01 01 00a - 20

01 01 00a - 21

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 - GENERAL

1.01 CONTRACTOR USE OF PREMISES AND RESPONSIBILITIES

A. Coordinate use of premises under direction of Contracting Officer. Limit use of premises to work in areas indicated. Do not disturb portions of site beyond areas in which the Work is indicated. Cooperate with 911th Airlift Wing personnel during construction operations to minimize conflicts and facilitate 911th Airlift Wing usage.

1. Limits: Confine construction to areas indicated on construction drawings and/or as designated by the Contracting Officer. Confine storage area as designated by the Contracting Officer.

2. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to 911th Airlift Wing employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

3. Perform the work so as not to interfere with 911th Airlift Wing operations.

4. During construction delivery of munitions to Bldgs 301 and 302 may require shutting down construction and evacuating the construction site for up to 3 hours for as many as 10 times over the duration of the construction at no additional cost to the Government. If duration or quantity of disruptions exceeds above estimates contractor may request additional construction time at no additional cost to the Government.

B. Assume full responsibility for protection and safekeeping of products under this Contract.

C. Work periods may be limited in duration without additional compensation to the Contractor aside from an extension to the performance period for lost time. Work schedule shall be as follows:

1. Normal work hours shall be between 0700 to 1600 (7:00 AM to 4:00 PM), Monday through Friday, with no work on federal holidays.

2. Any deviations from the normal working hours must be approved 3 working days in advance by the Contracting Officer.

D. The Contractor shall be responsible for protecting all remaining permanent equipment.

E. Work is prohibited on UTA training weekends, which typically occurs the first and third weekends each month.

F. Obtain and pay for use of additional storage or…