Attachment 1 SOW and Specifications REVISED 16 May 22.pdf

802D Civil Engineer Squadron

Engineering Flight

Joint Base San Antonio

; Revised 16 May 2022[REV1]

FA301622B0001 Attachment 1 16 May 22

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Repair Schofield Road JBSF225563

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK

01 14 00 10/19 JBSA WORK RESTRICTIONS

01 30 00 10/19 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 10/19 PROJECT SCHEDULE

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 16.00 10 10/19 DESIGN DATA (DESIGN AFTER AWARD)

01 35 13.10 00 12/15 SPECIAL PROCEDURES-SURVEYING

01 35 13.20 00 11/15 SPECIAL PROJECT PROCEDURES-CAD

01 35 26 10/19 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 10/19 DESIGN AND CONSTRUCTION QUALITY CONTROL

01 50 00 10/19 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 20 06/21 ENVIRONMENTAL PROTECTION

01 58 00 08/19 PROJECT IDENTIFICATION

01 74 19 10/19 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 10/19 CLOSEOUT SUBMITTALS

01 78 23 10/19 OPERATION AND MAINTENANCE DATA

-- End of Project Table of Contents --

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PROJECT TABLE OF CONTENTS Page 2

SECTION 01 11 00

SUMMARY OF WORK

08/15, CHG 2: 08/21

PART 1 GENERAL

1.1 REFERENCES

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-190-06 (2021) Protective Coatings and Paints

UFC 3-201-01 (2021) Civil Engineering

UFC 3-220-01 (2021) Geotechnical Engineering

UFC 3-250-01 (2016) Pavement Design for Roads and Parking Areas

UFC 3-250-03 (2018) O&M Manual:Standard Practice for Flexible Pavements

UFC 3-250-11 (2020) Soil Stabilization and Modification for Pavements

UFC 3-270-01 (2018) O&M Manual: Asphalt and Concrete Pavement Maintenance and Repair

UFC 3-270-08 (2004) Pavement Maintenance Management

UFGS 02 41 00 Demolition and Deconstruction

UFGS 02 81 00 Transportation and Disposal of Hazardous Materials

UFGS 02 83 00 Lead Remediation

UFGS 31 00 00 Earthwork

UFGS 31 23 00 Excavation and Fill

UFGS 31 32 19.13 Geogrid Soil Stabilization

UFGS 32 01 16.71 Cold Milling Asphalt Paving

UFGS 32 11 13.13 Lime Treated Subgrade

UFGS 32 11 23 Aggregate Base Course

UFGS 31 12 13 Bituminous Tack and Prime Coats

UFGS 32 12 16.16 Road-Mix Asphalt Paving

UFGS 32 17 23 Pavement Markings

UFGS 32 92 23 Sodding

SECTION 01 11 00 Page 1

ABA (2015) Architectural Barriers Act Standards

DEPARTMENT OF TRANSPORTATION (DOT)

TXDOT SSCMHSB (2014) Texas Department of Transportation

- Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges

TXDOT PM (2021) TXDOT Pavement Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Contractor Laydown Area ; G

Submittal Schedule ; G

Traffic Study ; G

Geotechnical Report ; G

Topographical Survey ; G

Paving Plan ; G

Work Security Plan ; G

Stormwater Pollution Prevention Plan ; G

Permit(s)

SD-07 Certificates

Draft Interim Dd 1354 ; G

SD-05 Design Data

65% Design Documents ; G

95% Design Documents ; G

100% Design Documents ; G

Issued For Construction (IFC) Package ; G

SECTION 01 11 00 Page 2

Note: This is not an all inclusive submittals list. Contractor must refer to submittal register for complete list.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

This is a Design-Build Project that will have a 65-95-100% design review with government approvals . The work includes Mill and Overlay of the existing roadway with Full Depth repair in areas where base material is exposed or the roadway is showing structural distresses, curb and gutter replacement (as needed), drainage improvement, and other incidental related work. Incidental work includes the Entry Control Point (ECP) tents, barriers (to be moved by government),roadway spikes, speed bumps,and signage [REV1] that must be removed and re-installed in order to perform the roadway repair. The speed bumps that are missing pieces are to be removed permanently along with any signs that pointed to its location, and one of the speed bumps is to be removed and relocated into the adjacent lane[REV1]. The rest of the speed bumps are to be re-installed in the same pre-construction location[REV1]. No new signs are needed[REV1]. Existing bollards are to remain in place[REV1].

The limits of construction included Section 01, 04, and 05. Section 01 has an area of approximately 83,515 [REV1] SF, Section 04 has approximately 16,840 [REV1] SF, and Section 05 has approximately 22,535 [REV1] SF. There is a total of 122,890 SF of roadway area to be repaired[REV1].

Additionally, there is 9,544 SF of roadway adjacent to Section 05 (north & outside base fence) that is to be demoed, graded, and revegetated in order to promote positive drainage away from the roadway[REV1]. The existing roadway markings contain lead based paint so abatement is required. The width of the roadway varies, and the total roadway length is approximately 2,980 LF. Full Depth replacement is estimated to be no more than 50% of total roadway area unless proper documentation is provided to the Government that supports otherwise and receives Government approval. This project does not include work on sidewalks.

For estimation/bid purposes only , the contactor shall assume/account for the following[REV1]:

i.Replacement of 820 LF of curb and gutter along roadway Section 01[REV1].

ii.50% of the total roadway area to be repaired will be a full depth repair[REV1].

iii.Roadway cross-section has the following layers and depths[REV1]:

1. Surface = 2 in

2. Binder Course = 3 in

3. Base Course = 8 in

4. Sub-Grade = 9 in iv.Lime treatment methods are used for sub-grade stabilization for areas of full depth repair[REV1].

v.Reconstruction of approximately 340 LF (240 + 100) of drainage ditch[REV1].

vi.Use of a 30 FT drivable culvert underneath an existing driveway[REV1].

SECTION 01 11 00 Page 3 vii.Milling depth needed for mill & overlay is 2 inches[REV1].

The Contractor is responsible for the following:

a. Provide Design Documents and Reports that meet the applicable requirements of the Design Data (Design After Award) Section 01 33 16.00 10 .

1. The Design Engineer is allowed to adjust roadway slopes as needed to ensure proper stormwater drainage, however existing drainage patterns must be maintained.

2. Surface drain all roadway stormwater run-off into the existing stormwater inlet if possible. If not, then the Design Engineer shall provide a viable and economical drainage solution.

3. Identify areas of roadway that must be a full depth replacement and which areas will be a mill and overlay.

b. Contractor is responsible and liable to comply with all of JBSA-FSH Environmental Protection Section 01 57 20 .

c. Maintaining and/or improving drainage from the roadway into existing inlets and drainage structures, and re-establish earthen swales that drain water from roadway.

1. Publicly available Lidar data may be used for the purposes of determining stormwater flow onto the roadway from off-site areas.

d. Protecting and maintaining existing infrastructure that may be impacted by construction activities.

e. Contractor shall ensure curb height from the roadway surface will not be less than 6" post-construction.

f. The contractor shall test the asphalt as follows (but not limited to):

1. Extraction Sieve Analysis Test: 5 each

2. Lab Density and Stability Test: 5 each

3. Theoretical Density (Rice Method): 5 each

4. Temperature During Laydown: Continuous as needed.

5. Thickness-In Place (Core): 5 each, 1 per 100 feet of street

6. Theoretical Density-In Place (Core): 5 each, 1 per 100 feet of street

g. Copies of all test shall be given to the Inspector and Project Manager no later than 24 hours after the contractor has received the test results or report.

h. Copies of all load tickets shall be given to the Inspector and Project Manager no later than 24 hours after the contractor has received the test results or report.

i. Contractor shall coordinate with the Project Manager (PM) to have a Charrette Meeting with Security Forces, and other applicable parties, no later than 14 calendar days after the notice to proceed for design has be issued .

j. Obtaining the required permits with Texas Commission on Environmental Quality(TCEQ) and any other regulatory agents with jurisdiction.

k. Contractor to coordinate with Union Pacific Railroad (UPRR) for work

SECTION 01 11 00 Page 4 within UPRR's[REV1] Right of Way.

1. For roadway repair work within the UPRR's ROW, a Maintenance

Consent Letter is required[REV1]. Acquiring this permit is estimated to take 60 - 90 Calendar Days, therefore, the contractor must start the application process as soon as possible[REV1]. The following website was provided by UPRR's Real Estate Department to start the application process:

https://benesch.quickbase.com/db/bpqhu6hqy?a=dbpage&pageid=13

[REV1]

l. Contractor to coordinate with City of San Antonio (COSA) for placement of traffic control devices [REV1] within COSA's Right of Way.

m. Contractor shall remove the ECP tents and roadway spikes prior to construction, store the equipment during construction, and the must re-install the equipment after construction. The Government will move the concrete barriers, and the roadway must be closed in order to move the barriers . Contractor to coordinate through project PM for barrier relocation. A two (2) weeks notice to relocate the barriers is required.

l. Construction efforts will only be allowed to begin upon:

1. TCEQ approval (and other entity approvals if applicable).

2. Pre-construction meeting has happened with applicable parties.

3. Pre-construction Submittals and Final Design has been approved by the 802 CE Squadron and Contracting Officer.

4. Traffic Control Plan is advertised by Public Affairs (PA).

5. Obtained Dig Permit.

Note: The Contractor is responsible for providing all Pre-Construction Submittals in a timely manner to the government during the Design Phase, and taking into account that each submittal has a 10 Working Day Review (unless specified differently).

1.3.1.1 Contractor Laydown Area

The application process wait-time varies and can take up to 3 months. It is the contractor's responsibility to submit the contractor laydown area application in a timely manner so the review process will not cause a project delay. Contractor shall submit the application a soon as possible during the design phase.

The contractor is to use the laydown area to store and protect items that were removed from the roadway and to be re-installed[REV1].

1.3.1.2 Weekly Progress Meetings

Contractor is responsible for scheduling weekly project meetings with the Government after the design notice to proceed has been issued. The meeting invites are to be shared at least 48 hours in advance. Meetings are allowed to be virtual. Contractor to provide a meeting agenda at least 24 hours before the meeting. Contractor must also submit meeting minutes within 4 working days after the meeting. Refer to 01 32 01.00 10 PROJECT SCHEDULE, sub-section 3.4, for additional requirements that must be followed for weekly progress meetings.

SECTION 01 11 00 Page 5

1.3.1.3 Comment Review Meetings

A comment review meeting is needed after the 65%, 95%, and 100% design review. Contractor is responsible for scheduling the design review meetings with the Government within one (1) week of receiving the review comments. Meetings are allowed to be virtual.

1.3.1.4 Traffic Study

a. Provide a traffic study required for the pavement design efforts and it must be in accordance with UFC 3-201-01 .

b. The traffic study must account for any impacts, such as the pandemic, using code compliant methods.

1.3.1.5 Geotechnical Report

a. Describe in the report the regional geology, topography, and any other physiographic information that will aid and may influence the design.

b. Be sure to include (but not limited to) boring logs and locations, existing pavement depths (asphalt surface, base, and subgrade), recommendations for subgrade stabilization, and soil test for sulfates.

c. Soils investigation (sampling, testing, and evaluation) must be in accordance with UFC 3-220-01, UFC 3-250-01, and UFC 3-260-02.

d. Report must meet the applicable requirements of the Design Data (Design After Award) Section 01 33 16.00 10 .

e. If geotechnical work will affect traffic flow then a Traffic Control Plan must be submitted for geotechnical work. If the impacts are minor, then review time will take 15 working days.

1.3.1.6 Topographical Survey

a. Provide a topographic survey of existing conditions in accordance with the National Society of Professional Surveyors (NSPS) Model Standard for Topographical Surveys.

b. Survey limits are within the roadway sections with a 10 ft offset from edge of roadway on each side, and the limits shall also include drainage paths to existing stormwater inlet(s). If the survey limits need to be altered in order to provide an acceptable engineer design, then supporting evidence must be provided to the Government for approval of a larger boundary.

c. If surveying work will affect traffic flow then a Traffic Control Plan must be submitted for surveying work. If the impacts are minor, then review time will take 15 working days.

SECTION 01 11 00 Page 6

1.3.1.7 Pavement Design

a. Pavement design must be done by a Licensed Engineer that has experience in pavement design.

b. Pavement design must meet the criteria of UFC 3-250-01, and provide supporting calculations using software accepted locally by TXDOT or City of San Antonio (COSA).

1.3.1.8 Paving Plan

a. Paving plan should include (at a minimum): Thickness, Type, Location, Location of Section Cuts, Stationing, and Dimensions.

b. Show clear distinction between full depth repair sections and mill & overlay sections.

1.3.1.9 Work Security Plan

a. Provide a security plan showing how the construction site area will be secured to not allow unauthorized personal or vehicles to enter the base through the construction site or be on the construction site. The area of concern is the entry point along Schofield Road[REV1].

b. The current gate located at the end of Section 04 and start of Section 05 is able to be closed and locked in its current condition[REV1]. And this is the only access gate at the Schofield entry that is capable of being closed[REV1]. In order to secure the area, the gate shall be closed and locked daily to keep unauthorized personnel or vehicles from entering the base[REV1]. However, there is a gap between the bottom of fence and top of roadway that must be properly blocked so people will not try to go underneath[REV1]. Contractor to block this gap by attaching a temporary fence extension that does not cause damage to the existing gate, when the temp fence is removed[REV1].

c. The contractor must implement reasonable measures that will ensure the construction activities do not jeopardize the base's safety. Security Forces will periodically petrol the area to aid in this effort.

1.3.1.10 Stormwater Pollution Prevention Protection Plan

a. Develop and submit a Stormwater Pollution Protection Plan (SWPPP).

b. Stormwater Pollution Prevention Plan (SWPPP): Final Hard copy submittal plans shall be printed on 11" x 17" size paper and shall be to scale.

1.3.1.11 Traffic Control Plan

a. Provide a professionally developed Traffic Control Plan(TCP). The TCP shall be drawn by a Traffic Engineer.

b. The TCP shall close the roadway to any incoming and outgoing traffic.

Proper signage and flagger personnel(when required) must be provided.

c. Contractor shall not block driveway access points except when necessary

SECTION 01 11 00 Page 7 for construction. However, driveway access must be maintained for first responder buildings (i.e. Fire Stations), buildings with only one entry driveway, and where there is only one access point for commercial vehicles (i.e. delivery trucks). Contractor shall coordinate with the CE Project Manager (PM) to provide notice to Occupants of buildings which will have their driveway temporarily blocked.

d. Contractor shall submit TCP no later that 30 calendar days after the first Design Notice to Proceed had been issued. (30 calendar days for JBSA to review and approve. 30 Calendar days for JBSA to advertise the TCP prior to issue of construction NTP).

e. Show traffic signs and barricades on TCP. For barrier placement in front of the railroad track, concrete barriers are not allowed.

Contractor must use plastic alternative filled with water.

f. When Schofield Road is closed due to construction activities, alternative route signage must be placed starting at the Binz-Engleman Rd and I-35 Frontage Rd intersection. Contractor shall coordinate with the City of San Antonio (COSA) , no later than 30 calendar days after Design Notice to Proceed, for portion of the TCP that is within the city owned roadway/right-of-way.

g. There is an existing Ride Share station adjacent to the roadway[REV1].

When the roadway is completely closed, the station will no longer be accessible[REV1]. This situation is subsequently addressed and tied into the coordination involving the Traffic Control Plan and the roadway closure[REV1].

h. The contractor must keep the CE Project Manager updated on impacts to the driveway access of the Fire Station, so that the PM can inform the Fire Station of any upcoming impacts at least 2 weeks in advance[REV1].

i. The expectation for maintaining driveway access for first responder buildings is for the the contractor to have the roadway repaired in a way that minimizes impact to driveway accessibility as much as physically possible[REV1]. Similar to what TXDOT does for driveways when they do roadway repairs in front of places with only 1 driveway access[REV1]. This means that access will not be impeded for the entire time of the roadway closure, and driveway access can be provided for the Fire Station sooner[REV1].

1.3.1.12 Traffic Signs and Barricades

a. The Contractor shall provide all temporary traffic signs and barricades necessary to reroute vehicle and pedestrian traffic. All driveway closures shall be coordinated with the 802 CE Squadron and the Contracting Officer.

b. The existing barriers may be used in order to block traffic, but this will have to be done during the barrier relocation efforts.

1.3.1.13 Milling

a. Only use Mill and Overlay method for areas where the base is structurally sound .

SECTION 01 11 00 Page 8

b. Contractor shall properly removal and dispose of lead based pavement markings and other debris before beginning the milling process. Assume all pavement markings are positive for lead and must be properly abated[REV1] .

c. The Contractor shall mill the existing asphalt pavement down to a depth specified by the Design Engineer.

d. When located within 4 inches of curbs, water valves, storm drain inlets, etc., asphalt shall be removed by a manual system or other methods acceptable to the Contracting Officer.

e. The Contractor shall remove all asphalt from gutters during the milling process and leave gutters clear of debris.

1.3.1.14 Full Depth Replacement

a. Contractor shall identify areas that will be replaced at full depth.

b. Contractor shall properly remove and dispose of lead based pavement markings and other debris before removing full depth section. Assume all pavement markings are positive for lead and must be properly abated[REV1].

c. The contractor shall remove the roadway layers down to the subgrade , stabilize subgrade [REV1] , and rebuild only in sections that have been identified for full depth replacement.

d. Rebuilt roadway as specified by the Design Engineer.

e. When located within 4 inches of curbs, water valves, storm drain inlets, etc.,the Contractor must use appropriate methods that will not cause damage to existing infrastructure.

1.3.1.15 Removal of Material

a. The Contractor shall not stockpile milled or excavated material on JBSA. The Contractor shall follow material disposal protocol per

01 57 20 ENVIRONMENTAL PROTECTION.

1.3.1.16 Test Strips

a. The Contracting Officer (CO) may stop asphalt application and require construction of test strips at the Contractor's expense if any of the following occurs:

1. nonuniformity of application continues after corrective action;

2. on 3 consecutive shots, application rate differs by more than 0.03 gal. per square yard from the rate directed;

3. or any shot differs by more than 0.05 gal. per square yard from the rate directed.

b. The Base Engineer will approve the test strip location. The Base Engineer may require additional test strips until surface treatment application meets specification requirements.

SECTION 01 11 00 Page 9

1.3.1.17 Pavement Markings

a. Contractor shall replace all pavement markings to match the roadway prior to construction including any missing or worn away striping.

Longitudinal Pavement striping shall be truck applied, but crosswalk striping, arrows, and words may be applied using a striping machine.

Contractor must use lead free roadway markings, and replace reflectors with new.

b. After proper curing of the pavement, the Contractor shall install all reflective pavement markers and open road for use as soon as possible.

c. Contractor to replace existing reflectors with new.

1.3.2 Appendices

Appendix A - Site Maps Appendix B - Utility Maps (FOR REFERENCE ONLY) Appendix C - CAD Support & CAD Files Appendix D - Environmental Appendix E - Division 01 Submittal Register

Note: As-Builts are not available.

1.3.3 Location

The work is located on FSH along Schofield Road, starting at Garden Road and going East towards 26st and the train tracks. The limits of construction included Roadway Section 01, 04, and 05.

1.3.4 Submittals - Important Additional Information

The following submittals do not represent all required submittals.

Contractor shall refer to submittal register developed during design and submittals required on the submittal register provided by the Government.

The contractor must include the CE Project Manager (PM) on all submittals to the Contracting Officer (CO).

Submittal Schedule The submittal schedule will coincide with the weekly progress meetings and must project at least three (3) weeks out from the meeting date. The Submittal Schedule must clearly indicate what date the submittal items listed on the register will be submitted for review, and must be updated weekly as needed. Refer to specifications for submittal timeframes and deadlines.

Duplicate Submittal Listing (i.e. Contractor Quality Control Plan) If there are duplicate submittals between the Division 01 specifications and the Design Specification, then the expectation is for the submittals to be combined into one comprehensive submittal. For example, the Government's Division 01 Specification calls for a Contractor Quality Control Plan, and the Design Specifications also has a Construction Quality Control Plan submittal. The expectation is for both submittals to

SECTION 01 11 00 Page 10 be combined into one comprehensive Contractor Quality Control Plan that meets the requirements of both specifications.

During the design phase , the Contractor shall submit the following items:

65% Design documents (Electronic) This submittal is intended to insure that funding limitations are not being exceeded and that the drawings, design analysis, and specifications are proceeding in a timely manner and that the design criteria are being correctly interpreted. The Interim (65%) Design Submittal shall be representative of a 65% complete design from the A-E and shall meet the design expectations per 01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD). The 65% Design shall consist of:

65% Design Drawings with a 95% complete sheet index list (even if sheets are place holders, they shall be listed and marked as such), Combined PDF

65% Design Drawings, CAD files in conformance with section

01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD

65% Design Specifications, using SpecsIntact, Combined PDF Note: Specifications shall have tailoring options chosen and non-applicable text red-lined, with the revision history shown.

Only minor tailoring decisions that require further Government coordination shall remain.

65% Design Analysis & Calculations Note: Design Analysis shall be updated to include full design calculations. Design Analysis shall also include any required investigative reports needed for design.

The following items must be submitted with the 65% submittal if not already submitted yet: Design Quality Control Plan, Design and Code Checklist, Contractor Laydown, Traffic Study, Geotechnical Report, Topographical Survey, Paving Plan, SWPPP, and Haul Road Plan. It is highly encouraged to submit these items before the 65% submittal.

95% Design Documents (Electronic) This submittal represents a 100% complete design with the exception of the incorporation of any review comments resulting from the review of the submittal. Government review comments from the 65% Design shall be fully incorporated into this submittal. This submittal shall meet the design expectations per 01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD). The 95% Design shall consist of:

Annotated 65% review comments, must show original comment and response/action

95% Design Drawings, Combined PDF

95% Design Drawings, CAD files in conformance with section

01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD

Note: Drawings shall be complete, with all sheet and detail references established.

95% Design Specifications, using SpecsIntact, Combined PDF

SECTION 01 11 00 Page 11

Note: Specifications shall be fully tailored, while still showing all revision history.

95% Design Analysis & Calculations Note: Design Analysis shall be updated to capture any changes to the design approach or design solution.

100% Design Documents (Electronic) This submittal represents a complete design (design analysis, specifications, and drawings). Government review comments from the 95% Design shall be fully incorporated into this submittal.This submittal shall meet the design expectations per 01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD). The 100% Design shall consist of:

Annotated 95% review comments,must show original comment and response/action

100% Design Drawings, Combined PDF

100% Design Drawings, CAD files in conformance with section

01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD

100% Design Specifications, using SpecsIntact, Combined PDF Note: Specifications should now only show project specific text.

100% Design Analysis & Calculations

Draft DD 1354

The following items must be submitted with the 100% submittal if not already submitted yet: Accident Prevention Plan, Contractor Quality Control Plan, Construction Site Plan, all pre-construction Environmental submissions, Integrated Solid Waste Management Plan, and any other outstanding pre-construction submittals. It is highly encouraged to submit these items before the 100% submittal.

Issued For Construction (IFC) Package (Hard Copies) This submittal it to provide the Government with hard-copies of the 100% Design Package after it has been confirmed that the 95% review comments were properly addressed. 100% Design is stamped/sealed and signed by the DORA. No changes shall be made between the 100% Design and the IFC Package submittals. The IFC package shall consist of:

IFC Drawings, Combined PDF

IFC Drawings, CAD files in conformance with section 01 35 13.20 00

SPECIAL PROJECT PROCEDURES-CAD

IFC Specifications, using SpecsIntact, Combined PDF

IFC Specifications (submittal register included), using SpecsIntact, SEC files

IFC Design Analysis & Calculations

Submittal Register

SECTION 01 11 00 Page 12

The following submittals must be submitted with the IFC submittal if not already submitted yet: Environmental Permit, TCEQ Permit, Dig Permit, any other applicable permits. It is highly encouraged to submit these items before the IFC submittal.

During construction , the Contractor shall submit the following items:

Draft Interim DD 1354 , at approximately 65% construction completion

After construction has completed, the Contractor shall submit the following items:

Warranty Documentation , to include any warranty made by the Contractor and manufacturer's warranties .

Interim DD 1354 , with implemented corrections from Draft Interim DD 1354 submission.

As-Built Documents , Combined Set As-Built Drawings (Hardcopy: Two full-size, Two half-size)

As-Built Drawings (Electronic), in conformance with Section

01 35 13.20 00 SPECIAL PROJECT PROCEDURES- CAD

Specifications, to include any authorized revisions made during construction.

1.4 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 72 hours prior to starting excavation work.

SECTION 01 11 00 Page 13

1.6 Period of Performance

Note: Typically 1 Week has 5 Working Days, and 1 Week has 7 Calendar Days.

Therefore, 5 Working Days is equivalent to 7 Calendar Days.

Below is the breakdown of the POP with Government time included:

49 Calendar Days for the completion and submittal of the 65% Design Package and other submittals per the Submittal Schedule.

21 Calendar Days ( 15 Working Days) for Government Review and Coordination (does not include Government Holidays):

1 Working Day for Coordination between CONS and CES.

10 Working Days for CES Review

3 Working Days for Internal CES Coordination

1 Working Day for Coordination between CONS and CES

28 Calendar Days for the completion and submittal of the 95% Design Package and other submittals per the Submittal Schedule.

21 Calendar Days ( 15 Working Days) for Government Review and Coordination (does not include Government Holidays):

1 Working Day for Coordination between CONS and CES.

10 Working Days for CES Review

3 Working Days for Internal CES Coordination

1 Working Day for Coordination between CONS and CES

14 Calendar Days for the completion and submittal of the 100% Design Package and other submittals per the Submittal Schedule.

14 Calendar Days ( 10 Working Days) for Government Review and Coordination (does not include Government Holidays):

1 Working Day for Coordination between CONS and CES.

5 Working Days for CES Review

3 Working Days for Internal CES Coordination

1 Working Day for Coordination between CONS and CES

7 Calendar Days for the completion and submittal of the Issued For Construction (IFC) Package and other submittals per the Submittal Schedule.

90 Calendar Days for Construction, Clean-Up, and Close-out.

The POP has a total of 188 Calendar Days (not including Government time).The overall project schedule must account for government time,and

SECTION 01 11 00 Page 14 the POP with government time included has a total of 244 Calendar Days.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 SPECIFICATIONS

The following specifications are provided by the Government, and shall not be modified by the Contractor:

01 11 00 SUMMARY OF WORK

01 14 00 JBSA WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD)

01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES

01 42 00 SOURCES FOR REFERENCE PUBLICATION

01 45 00.00 10 DESIGN AND CONSTRUCTION QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20 ENVIRONMENTAL PROTECTION

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

The following UFGS specifications shall be modified by the Design Engineer (DE) and provided as part of the Design Specifications (unless a specification does not apply). However, the DE cannot omit any listed submittal unless approved by the Government .

UFGS 02 41 00 DEMOLITION AND DECONSTRUCTION

UFGS 02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS

MATERIALS

UFGS 02 83 00 LEAD REMEDIATION

UFGS 31 00 00 EARTHWORK

UFGS 31 23 00 EXCAVATION AND FILL

UFGS 31 32 19.13 GEOGRID SOIL STABILIZATION

UFGS 32 01 16.71 COLD MILLING ASPHALT PAVING

UFGS 32 11 13.13 LIME TREATED SUBGRADE

UFGS 32 11 23 AGGREGATE BASE COURSE

UFGS 32 11 33.13 PORTLAND CEMENT-STABILIZED BASE COURSES

UFGS 32 12 13 BITUMINOUS TRACK AND PRIME COATS

UFGS 32 12 16.16 ROAD-MIX ASPHALT PAVING

UFGS 32 17 23 PAVEMENT MARKINGS

UFGS 32 92 23 SODDING

The Design Engineer shall provide any additional UFGS specifications as needed. The UFGS templates can be downloaded from https://www.wbdg.org/

SECTION 01 11 00 Page 15

-- End of Section --

SECTION 01 11 00 Page 16

SECTION 01 14 00

JBSA WORK RESTRICTIONS

10/19

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. AIR FORCE (USAF)

AFI 40-201 (Incorporating Change 1, 17 December 2015) Radioactive Materials (RAM) Management

AFI 48-148 (20 NOVEMBER 2014) Ionizing Radiation Protection

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor QC approval.

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals list of Contract Personnel ; G

Installation Access

1.3 SPECIAL SCHEDULING REQUIREMENTS

All medical and mission critical areas will remain in operation during the entire construction period. The contractor shall conduct his operations so as to cause the least possible interference with normal operations of the activity.

Permission to interrupt any Activity roads, railroads, and/or utility service must be requested in writing a minimum of 30 calendar days prior to the desired date of interruption.

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter restricted areas unless required to do so and cleared for such entry. Mark all Contractor equipment for identification

SECTION 01 14 00 Page 1

1.4.1.1 Subcontractors and Personnel Contacts

Provide a list of contract personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency, As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.4.1.2 Installation Access

Non DOD persons (Contractors, vendors, etc) requiring entry to JBSA installation Fort Sam Houston shall be sponsored by an authorized DBIDS registered DOD ID card holder.

Sponsors must notify the Security Forces Visitor Control Center for the installation that access is required no later than 10 days prior to the requested entry date. Sponsors or Authorizing Official must request the permit in writing or via email from a .mil address to the Visitor Control Center. An Application for the Installation Access Credential form will be submitted by the Sponsor or Official to the Pass and Registration Office.

Contractor and vendor companies requiring access to JBSA shall provide the credential information for their employees to the sponsor in order to process the access.

All construction contractor employees shall have:

a. One form of picture identification

b. Provide personal (full name, date of birth, ID type, ID number, and state or country) and vehicle information.

The following is also required for passes 60 days or longer:

a. A memo from the construction company on company letterhead stating the reason for entry, contract number, project start and end date, and the location at JBSA of where the jobsite is located.

1.4.1.3 JBSA Fort Sam Houston/Camp Bullis Access

Person(s) not in possession of a valid access credential must enter the installation through the following entry control points:

a. Walter Street

b. Harry Wurzbach East

c. SAMMC IH35

d. Jadwin (Commercial vehicles only)

e. Camp Bullis

Commercial vehicles such as delivery vehicles, shop trucks, public utility, etc., with on-post visitor passes shall enter the installation through the Jadwin Gate.

1.4.1.3.1 Prohibited Haul Routes

a. Through any housing area (skirting the area is acceptable)

b. Through the Community Center (bounded to the North by Schofield Road, to the East by Schaffer/Patch, to the South by Wilson St, and to the West by Stanley Road.

c. Do not travel on Stanley Road

d. Travel only on defined roads through the AMEDD Training Campus.

SECTION 01 14 00 Page 2

1.4.1.3.2 Gate Restrictions

All commercial Class A/B type vehicles must enter through:

a. The Commercial Gate at Jadwin Road (if closed, after 1800, vehicles may enter through the Walters gate).

b. For SAMMC, all commercial vehicles must enter the IH-35 Gate Commercial Gate. Commercial vehicles entering the IH-35 gate should have a destination within the SAMMC Campus.

c. Arrangements may be made to waive access protocol to allow Class A/B type vehicles through other gates for special circumstances on a case by case basis. Each case needs a minimum 24 hour notification to the Physical Security Branch, the Contractor name, and number of waivers required.

1.4.1.4 Government Housing Areas

a. Haul routes to and from constructions sites cannot go through the housing, residential areas.

b. When working inside a housing area, working hours are limited to 0800 (8 am) to 1600 (4 pm) unless otherwise approved by the Contracting Officer.

1.4.1.5 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines.

1.4.2 Emergency Response Requirement

Contractors reporting an emergency should provide the 9-1-1 dispatcher with the following information:

a. Building number, address or general location

b. Name

c. Phone number

d. Emergency information (cause of fire, explosion, natural gas leak, injuries, etc.)

e. Please, do not hang up the phone until directed by the 9-1-1 dispatcher.

IMPORTANT: If calling 9-1-1 from a mobile phone on any JBSA location you will be directed to the local 9-1-1 dispatcher. Advise the local dispatcher of your JBSA location. Immediately, the local dispatcher will transfer the 9-1-1 phone call to a JBSA emergency dispatcher.

1.4.3 Radioactive Materials and Equipment (Use and Storage)

a. Non-Air Force agencies, including contractors, who intend to use, or store, radiation sources on Joint Base San Antonio, Fort Sam Houston and Camp Bullis must obtain proper authorization in accordance with the above references AFI 40-201 and AFI 48-148 . Non-Air Force agencies

SECTION 01 14 00 Page 3 will not use radiation sources on referenced locations without an approved Department of the Air Force Radiation Permit. Such equipment typically includes equipment for Soil Density Testing, Lead-Based Paint Analysis (X-Ray fluorescent analyzer), etc.

b. Non-Army agencies (including civilian contractors) require an Air Force Radiation Permit(s)(AFRP) to use or possess ionizing radiation sources on an Air Force installation. For the purpose of this paragraph, ionizing radiation source means any source that, if held or owned by an Air Force organization, would require a specific NRC license or Air Force radiation authorization - ARA.

c. The non-Air Force applicant will apply by letter with supporting documentation through the Installation Radiation Safety Officer (RSO).

Submit the letter so that the installation representative receives the application at least thirty (30) days before the requested start date of the permit.

d. The Air Force radiation permit (AFRP) application will specify start and stop dates for the AFRP and describe for what purposes the applicant needs the AFRP. See the document in Appendix A for AFRP requirements and instructions to apply for a permit. The following information shall be submitted to the RSO for the AFRP request.

1) Brief Description of Proposed Activities

2) The applicant possesses a valid U.S. Nuclear Regulatory Commission (NRC) Form 347 material license that allows the applicant to use the source as specified in the AFRP application.

3) The applicant possesses a valid Agreement State or Radioactive Material License (Texas Department of Health, Bureau of Radiation Control) license that allows the applicant to use radioactive material (RAM) as specified in the AFRP application and the applicant has filed NRC Form 241, Report of Proposed Activities in Non-Agreement States, with the NRC in accordance with 10 CFR

150.20. A copy of the NRC Rom 241, must accompany the TRC Form 12-1. An AFRP issued under this circumstance will be valid for no more than 180 days in any calendar year.

4) Project Local Point of Contact: Name, Address, and Phone.

5) Company Radiation Safety Officer: Name, Address, and Phone.

6) Copy of Contractual Clause of the Air Force/Army Contract describing work to be performed and inclusive dates (from the contract)

7) Provide log of actual equipment usage to the JBSA-FSH RSO.

8) Leak test documentation for the equipment with the radioactive source(s).

9) Site map defining area where radioactive materials/equipment is to be used.

10) Radiation Safety Program to include standard operating procedures (SOP), training program and designation of Radiation Protection/Safety Officer.

SECTION 01 14 00 Page 4

11) Written confirmation that the JBSA-FSH RSO can conduct periodic assessments and has authority to suspend contractor operations believed to be unsafe.

12) For naturally occurring or accelerator produce radioactive material (NORM/NARM) and machine-produced ionizing radiation sources, the applicant has an appropriate State authorization that allows the applicant to use the source as specified in the AFRP application or has in place a radiation safety program that complies with Air Force requirements.

e. All AFRPs will require applicants to remove all permitted sources from Air Force property by the end of the work day. (Ft. Sam Houston policy, no radiation producing equipment will be stored on Ft. Sam Houston and Camp Bullis property overnight).

f. Disposal of radioactive material (RAM) by non-Air Force agencies on Air Force property is strictly prohibited. 3.2.3 Review, Approval/Disapproval. Review of the permit request and subsequent approval/disapproval requires approximately 30 days.

g. Submission of Application. Submit three copies of the application with the required supporting documentation to 502nd Air Base Wing Safety Office, Safety Point of Contact:

JBSA Installation Radiation Protection Officer (RSO) 59th Medical Wing/SGPB 559 MDW Office Telephone No: 210.671-7205

1.4.4 Working Hours[REV1]

The standard duty hours for JBSA are from 7:30 am to 4:30 pm, Monday through Friday excluding holidays[REV1]. The lunch period for contractors requiring escorts is from 11:30 am to 1:30 pm[REV1]. For work other than standard hours the contractor must submit a written request for approval not less than 10 workdays to the contracting officer[REV1].

1.4.5 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 14 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours..

1.4.6 Permits and Requests

All permit requests must include at minimum the following:

a. Site Map (8" x 11" or 8" x 14") 5 complete copies

b. 100% Construction Drawings (11" x 17") 5 complete copies. A full conconstuction set is not required, only provide sheets that show impacted area and any other relevant information.

SECTION 01 14 00 Page 5

c. Project Name and Number

d. Contractor & Subcontractor Name

e. Brief Description of Work - Identify all buildings and/or facilities possibly affected.

f. Desired Date for Work to Begin

g. Estimated Duration of Work

h. 14 Day Advance Notice minimum, unless otherwise noted.

i. Contractor's Representative Contact Information

1.4.6.1 Digging Permits / Utility Locate

a. Digging permits must be obtained prior to prior to any digging, drilling or any excavation work.

b. Digging permit /utility locates are available by submitting the completed US Air Force Form 103 located in Appendix A to the 802D CES Construction Manager.

c. Contractor to allow 14 calendar days for Government review of digging permit requests. A digging permit for a specified area of excavation expires 30 days after the issue date; the contractor shall re-apply for a new permit to perform excavation in the area if the excavation was not started within the 30-day period.

d. Permits will identify all underground utilities within 5 feet of the designated area. Contractor shall be responsible for all repairs, costs, and damages due to excavating without permit or damaging an identified utility.

1.4.6.2 Utility Outage Permit

a. Contractor shall complete and submit a written request 14 days in advance of the requested utility outage to CES Utility Manager through the 802D CES Construction Manager. The request shall include the utility service to be affected, proposed date, proposed time, and outage duration. Form 103 included in Appendix A can also be used for the request.

b. Contractor shall be responsible to coordinate with CPS Energy about any energy or gas outage request. This coordination is separate than the government coordination.

c. Provide CES Construction Manager a copy of the written Utility Outage request.

d. After submitting the request to the government, the contractor shall received approval from the government prior to schedule a utility outage.

1.4.6.3 Hot Work Permits

Under no circumstances shall hot work operations start without a hot work

SECTION 01 14 00 Page 6 permit.

All welding and cutting operations shall be performed in accordance with National Fire Protection Association NFPA Standard 5lB Fire Prevention during Welding, Cutting, and Other Hot Work. Contact the site specific JBSA fire department to request an AF Form 592 USAF Welding, Cutting and Brazing Permit. Ensure a copy of the AF Form 592 is located on site. Phone numbers are:

JBSA-Ft Sam Houston/Camp Bullis Fire Prevention

(210) 221-2727

JBSA-Lackland Fire Prevention (210) 671-2921

JBSA-Randolph Fire Prevention (210) 652-6915

Permits expire in 30 days. If work will extend beyond 30 day period the contractor shall contact JBSA Fire and Emergency Services to re-issue a new permit.

1.4.6.4 Road Closure Approval Requests

a. Road closings will not be permitted without approval. To get approval for a proposed road closure contractor shall submit a traffic control plan to the 802D CES Project Manager prior to anticipated need for closure

b. The Contractor traffic control plan will include each section of road that will be worked on or impacted as a result of this contract. The traffic control plan shall be in accordance with "Traffic Controls for Street and Highway Construction and Maintenance Operations" of the latest edition of the "Texas Manual on Uniform Traffic Control Devices."

c. Contractor will provide traffic control signs and barricades for all street widening and extensions.

d. Contractor shall submit TCP no later that 30 calendar days after first the Design Notice to Proceed had been issued. (30 calendar days for JBSA to review and approve. 30 Calendar days for JBSA to advertise the TCP prior to issue of construction NTP).

1.4.7 Occupied and Existing Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

SECTION 01 14 00 Page 7

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section --

SECTION 01 14 00 Page 8

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

10/19

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor QC approval.

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

View Location Map ; G

Progress and Completion Pictures ; G

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of work, during work, prior to cover up of permanently concealed work, and at completion of work.