Atch 2 - Combined specification 57 pgs.pdf

DEMO Abate Demolition B1111 JBSF120194

SECTION 01 35 13.10 00

SPECIAL PROCEDURES-SURVEYING

12/15

PART 1 GENERAL

This Section covers the project requirements unique to Joint Base San Antonio, Texas. These unique requirements relate to Surveying.

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 1110-1-1002 Survey Markers and Monumentation, http://140.194.76.129/publications/eng-manuals

EM 1110-1-1005 Engineering and Design: Control and Topographic Mapping, http://140.194.76.129/publications/engmanuals

JOINT BASE SAN ANTONIO (JBSA) PUBLICATIONS

JBSA Installation Design Guide (July 2006) http://www.samhouston.army.mil/dpw/ obtain pending updates by email to usaf.jbsa.502-abw.mbx.502-ces-cad-manager@mail.mil .

U.S. ARMY CORPS OF ENGINEERS (USACE)

ERDC/ITL TR-12-6 (2015) A/E/C CAD Standard - Release 6.0

CITY OF SAN ANTONIO

SA Unified Development Code http://www.sanantonio.gov/DSD/Resources/Codes

1.2 JBSA PUBLICATIONS

Prior to use verify with government that most recent pulication is available for the JBSA Installation Design Guide , SA Unified Development Code and the ERDC/ITL TR-12-6 .

1.3 SUBMITTALS

The following shall be submitted in accordance with applicable

SUBMITTAL PROCEDURES:

a. Survey Work Plan

b. GIS FILES in ESRI file format. email usaf.jbsa.502-abw.mbx.502-ces-cadmanager@mail.mil for current version meeting requirements of Section 01 35 13.30 00

SECTION 01 35 13.10 00 Page 1

Atch 2

c. All FINAL and all INTERIM review plans shall include CAD files, in AutoCAD drawing format, per Section 01 35 13.20 00.

d. Metadata as required by Executive Order 12906, containing as a minimum the metadata elements defined in the Content Standard for Digital Geospatial Metadata (CSDGM). A sample of the type and desired format is shown in Appendix A Metadata Sample.

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION

3.1 TOPOGRAPHIC, PLANIMETRIC, AND UTILITY SURVEYS

3.1.1 Surveying Engineering Manuals

The contractor shall accomplish the survey in accordance with the following United States Army Corps of Engineers Engineering Manuals (EM).

These EMs may be accessed at http://140.194.76.129/publications/eng-manuals .

In case of conflict between the specifications, the scope of work, and the referenced EMs, the scope of work shall have precedence.

a. EM 1110-1-1002 Survey Markers and Monumentation

b. EM 1110-1-1005 Engineering and Design: Control and Topographic Mapping

3.1.2 Kick Off Meeting

The contractor shall coordinate and conduct a kick-off meeting prior to the initiation of the field survey. The purpose of the meeting is to ensure a mutual understanding among the contractor and the Government Agents of the survey requirements, deliverables, and submittals. At a minimum, the participants from the contractor shall include the Survey Manager and Survey Chief one of which a Registered Professional Land Surveyor(RPLS).

3.1.3 Control Points

Using control points provided by the government and as set as needed by the contractor, the contractor shall layout horizontal and vertical control in the survey area. JBSA uses a localized scale factor for all survey work at all JBSA installation locations. Email usaf.jbsa.502-abw.mbx.502-ces-cad-manager@mail.mil for the current scale factor, coordinate of record, and procedures.

3.1.3.1 Temporary Control Points

The Contractor shall establish additional temporary semi-permanent control points (rebar w/cap) set in inter visible pairs, as needed with a minimum of one pair in locations. The contractor shall record data in field books, including setups, backsights, measure ups, shot numbers, and shot descriptions.

3.1.3.2 Additional Permanent Control

If required, the Contractor shall establish additional permanent control in accordance with Appendix B – Monument, essentially a ‘type

SECTION 01 35 13.10 00 Page 2

G” monument as described in EM1110-1-1002 – for 3rd order work.

3.1.3.3 Monument Control

All control points set, temporary, semi-permanent, or permanent shall have a completed Monument Control Sheet and will be required upon final submission. (form attached )

3.1.4 Topographic Information File

The contractor shall acquire field topographic points to be used for 1-inch equals 30-feet scale mapping with a 1-foot contour interval.

Density of field elevations shall show all breaks in grade, changes in terrain, and physical features. The contractor shall provide a topographic survey in the form of a three-dimensional AutoCAD 2010/2011 .dwg file named ******-V-SP.dwg. The file shall contain breaklines and a triangulated irregular network (TIN) composed of topologically correct nodes, edges, and triangles at their correct elevations and any other data required to create an accurate digital terrain model. Spot elevations in the file shall be placed as a block with attributes, with the insertion point being the location of the shot, the block shall be provided by the government. The contractor shall record data in field books including setups, backsights, measure ups, shot numbers, shot descriptions or other data as necessary to fully record the data, conditions, adjustments, methods, etc of the survey.

3.1.5 Planimetric Data

The contractor shall survey all improvements and generate planimetric data, including but not limited to: surface type for roads (paved and unpaved), parking lots (paved and unpaved), curbs, sidewalks, trails (paved or unpaved), bridges (including deck and low chord elevations), buildings and other structures, fences, handrails, retaining walls, headwalls, catch basins, utilities, manholes, utility poles, signs and all other man made physical features. For buildings or structures, provide the type of structure, number of stories or floors, and building number. The contractor shall acquire planimetric information to be used for 1-inch equals 30-feet scale mapping. Planimetric features shall be placed at zero elevation.

3.1.6 Existing Utilities

The contractor shall survey all utilities as described in the following sections. All field tied utilities shall be placed into the ******-V-SP.dwg AutoCAD file, on the appropriate layer for that entity.

All horizontal and vertical control established for ties shall be shown as a symbol with annotation. All symbols utilized shall conform to A/E/C CADD Standard Release 5.0 and shall be identified on the drawings. All line styles, layer names, symbols, and template files shall be obtained from the government by email request to usaf.jbsa.502-abw.mbx.502-ces-cad-manager@mail.mil.

3.1.6.1 Water

Locate all valves, standpipes, regulators, etc. Locate all fire hydrants.

Provide size of pipe and distance above ground. Provide elevations at the top of valve cover and the elevation of the valve, and top of all other feature elements.

SECTION 01 35 13.10 00 Page 3

3.1.6.2 Sanitary Sewer

Locate all manholes and provide top of rim elevation along with an invert elevation of all pipes connected to the manhole; identify type, size, and direction of each pipe extending from the manhole. Locate all cleanouts.

For sanitary sewer lines that extend outside the primary survey area, locate the next manholes along the line, upstream and downstream, and provide the top of rim elevation and invert of pipes extending from the manhole.

3.1.6.3 Storm Drainage

Locate manholes and all other storm drainage structures such as culverts, headwalls, catch basins, and clean-outs. Provide top of manhole, catch basin elevation, or other structure, along with an invert elevation of all pipes connected to a manhole or catch basin and bottom elevation; identify type, size, and direction of each pipe extending from the manhole. Provide type, size, and invert elevation for all culverts.

For storm drain lines that extend outside the primary survey area, locate the next storm drain structure along the line, upstream and downstream, and provide the top of structure elevation and invert of pipes extending from the structure.

3.1.6.4 Electrical and Communications Equipment

Specific data to be collected includes; pole height, type of pole, class of wood poles (if applicable), number of cross arms, direction, type (electrical or communication) and number of wires; low wire elevation at each pole; number and type of lights on poles, and quantity and rating for pole mounted transformers. In addition, collect data on manholes, manhole sizes, pullboxes, handholes, and top and bottom elevations. Collect the number and location of ducts entering manholes, pullboxes, and handholes, and provide their invert elevations. Indicate location of the ducts exiting the structure within the survey limits. Provide number of cables in each duct and indicate size and type of cable. The contractor must request access prior to opening and communications manholes at least 1 week in advance by processing a Manhole Entry Request Form, obtained from Network Enterprise Center, Transmission Branch, ph: 808-8888, poc: Mr Joseph P. Saladin

3.1.6.5 Gas

Locate all valves, meters, and gas line markers. Provide elevations at the top of valve cover and the elevation of the valve, and top of all other features elements.

3.1.6.6 Photographs

The contractor shall take digital photographs of all electrical and communications equipment including poles, manholes, and transformers.

Photographs of the manholes shall show the interior of the manhole, showing the ducts and lines that extend from the manhole. The contractor shall take photographs of any downstream and upstream culvert including headwalls. The contractor shall take photographs looking downstream and upstream from the culvert headwalls. Photographs shall be keyed to collected data and key information placed in the drawing, to show general location and direction of shot.

SECTION 01 35 13.10 00 Page 4

3.1.6.7 Non Field Tied Utilities

Utilities that cannot be field tied shall be illustrated in electronic file format utilizing the following descending order of accuracy:

As-Built, GIS, or Base Map and shall reside in separate model files, or, alternatively, a layer suffix may be used, xxxx-A (As-Built), xxxx-G (GIS), xxxx-M (other map) and reside in a single model file.

3.1.7 Survey Scale Factor

JBSA uses a localized scale factor for all survey work. Contact usaf.jbsa.502-abw.mbx.502-ces-cad-manager@mail.mil a copy of the Geodetic Control Network Adjustment Factor Report if you want a copy. In general, all survey work shall meet the following Technical Requirements:

a. Horizontal Control: Texas State Plane (Grid), South Central Zone (4204), NAD 83; shall comply with Corps of Engineers 3rd Order, Class I standards.

b. Vertical Control: NAVD 88; will comply with Corps of Engineers 3rd Order

c. Measurements: All measurements will be collected using an electronic data collector; all elevations will be measured at hundredths-of-feet (0.00)

d. The Combined Scale Factor, for all non boundary survey work on the base, that shall be used is 0.99983000 (nearest 100,000th) with the inverse being 1.00017, with Mon 6 being the coordinate of record (N13714201.155, E 2146430.189, Elev 726.32)

1) To convert from Grid to Surface Multiply Grid coordinate by 1.00017.

2) To convert from Surface to Grid, Multiply Surface coordinate by .99983000

e. Unit of Measure: U.S. Survey Feet

f. Map scale: 1-inch equals 30-feet

g. Contour interval: 1-foot

h. Metadata: Federal Geodetic Data Committee (FGDC) standards. The following link contains information and tools for metadata:

http://www.fgdc.gov/metadata

i. CADD Standard: AutoCAD (current release); A/E/C Release 5.0 standards compliant, as modified by sect ion 3.3 of this specification.

j. CADD files shall be produced in Texas State Plane (Surface) and/or Texas State Plane (GRID)

3.1.8 Government Furnished Material

The government will furnish the following material:

a. Location map of area to be surveyed

b. Network Control Points and procedures

SECTION 01 35 13.10 00 Page 5

c. Block library

d. Template Files

e. Utility maps – not in coordinate system and may be paper, scanned, or CAD files.

f. Control Monument form

3.2 DELIVERABLE FORMAT AND MEDIA

The draft and final survey data shall be submitted either on a DVD or CD and a transmittal letter shall accompany each submittal.

3.2.1 Media

Text

3.3 COMPLETE SURVEY SUBMITTAL PACKAGE

3.3.1 AutoCAD Files

AutoCAD files will include metadata, control points, topographic, planimetric, and data. The files shall follow the Layer name, and Linetype, of the template files. Lineweights and colors may be adjusted as desired to produce the desired print. Attribute information (text) for each utility shall be placed in the graphics file. All work shall conform to Section 01 35 13.20 00.

3.3.2 Form

Completed Control Monument Form for all control points SE

3.3.3 Raw Data and Computations

The contractor shall furnish the government computer output of unadjusted bearings, azimuths, distances, and coordinates of all traverse points. The error of closure, both azimuth and positions, shall be shown. The final data will be adjusted by the compass method and display the adjusted bearings, distances, and coordinates of all points surveyed. The contractor shall provide a final list of coordinates for all points. All level lines shall be reduced and adjusted in accordance with accepted procedures and practices. All computations shall be arranged in a sequential and understandable order with notes when appropriate so a review can be made.

3.3.4 Field Books

Field books shall be neat, legible, and sequential. Each field book shall have an index; the index shall also display the serial number and type of instruments used. The field books will also display the names of crew members and date at the beginning of each day. All print and sketches shall be dark enough to produce legible photocopies. There is to be a maximum of one (1) horizontal setup per page. Field books shall also be scanned into a .pdf file.

3.3.5 Digital Photos

Digital photographs shall be clearly marked and identified by point shot.

SECTION 01 35 13.10 00 Page 6

The numbers of the photographs must match the shot number in the AutoCAD file and the shot number in the field book.

3.3.6 Signed Statement of Services

A statement will be signed and dated by the Survey Chief, Quality Control Manager, Survey Manager, and Company Principal attesting that the survey was completed in accordance with requirements.

3.3.7 Transmittal Letter

A transmittal letter will accompany each submittal.

3.3.8 Listed Items

All items listed in Complete Submittal Package plus a letter describing how comments were addressed and/or corrected.

-- End of Section --

SECTION 01 35 13.10 00 Page 7

SECTION 01 35 13.20 00

SPECIAL PROJECT PROCEDURES- CAD

11/15

PART 1 GENERAL

1.1 PURPOSE

The purpose of the A/E/C CAD standard is to set a basic CAD standard to ensure consistent electronic deliverables within the DOD. These consistent deliverables are part of a comprehensive installation life-cycle management strategy. The A/E/C CAD standard sets a CAD standard specifically for the A/E/C disciplines of facilities development and civil works projects. The A/E/C CAD standard is utilized as tailored by this section.

1.2 SUBMITTALS

1.2.1 DELIVERABLE FORMAT AND MEDIA FINAL and all INTERIM CAD submittals

1.2.1.1 CAD File Format

All CAD files shall be provided in the Joint Base San Antonio target CAD system, AutoCAD 2010/2011 drawing format (.dwg). The Contractor shall ensure that all delivered CAD digital files and data (e.g., base files, reference files, block libraries) are compatible with the Government's target CAD systems and operating systems, and adhere to the standards and requirements specified herein.

NOTE: The term "compatible" means that data are in native digital format (i.e. .dwg , .pdf, .docx, .xlsx, etc.) and can be accessed directly by the target CAD system without translation, proxyerrors, pre-processing, or post processing of the digital data files. It is the responsibility of the Contractoor to ensure this level of compatibility.

1.2.1.2 CAD File Line Work

All CAD files shall contain the original vector line work (a scanned file placed in the cad file as an image is not sufficient). Any work done in a non- target CAD system must be translated by the Contractor to the target CAD System, and must be done in such a way that drawing functionality is maintained. For example the separation of the arrowhead from a leader line or dimension line is considered loss of functionality. All translation tables, mapping schemes, and original files (i.e. *.dwg files), and mapping tables, must be provided.

1.2.1.3 Drawing Sheets

All project drawing sheets shall be submitted to the government with a matching CAD sheet file from which respective sheet was created from and a corresponding .pdf format file with matching file naming convention (i.e.

if files A-101.dwg and C-101.dwg are submitted, files A- 101.pdf and C-101.pdf will need to be present within the submission).

SECTION 01 35 13.20 00 Page 1

1.2.1.4 Media

All files shall be submitted on a DVD or CD, using the current government folder structure; Sheet files shall go in a sub-directory named "Sheets", Model files (those referenced into the sheets) shall go in a sub-directory named "Support", and PDF files shall be placed in a sub-directory named

"PDF."

1.2.1.5 Metadata/Supporing Files

Include metadata, control points, topographic, planimetric, and any additional supporting data.

Include other native formats if used - (i.e. MS Word, Excel, Access, Microstation, etc.). Email usaf.jbsa.502-abw.mbx.502-ces-cad-manager@mail.mil for current versions required.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.1 CAD FILES:

3.1.1 Sheet Files

Page numbers refer to the A/E/C CAD Standard Release 5.0 unless stated otherwise.

The Contractor shall provide complete sheet files along with all model files referenced into these sheet files. For example, if a final design consists of 40 hardcopy sheets, then a minimum of 40 CAD sheet files and all external reference files (model CAD files, image files, etc.) used for the 40 sheets shall be provided. There shall be no deviation from A/E/C CAD Standards Release 5.0, CAD drafting Standard, and this specification unless prior approval by 502 CES/CENMT has been officially obtained.

3.1.2 Associated Files

The Contractor shall provide all associated files used in the production of drawings (i.e. plot styles, line types, external references, ect.) and be fully functional to reproduce submitted drawings. The preferred method of transmitting CAD files is to use the AutoCAD "eTransmit" command onto a disk that is clearly marked with Project Name, Project Number, Type of Submission and date, as a minimum.

3.1.3 General instruction for drafting & plotting

3.1.3.1 CAD Standard

Drafting shall be done in accordance with A/E/C CAD Standard Release 5.0 and CAD Drafting Standard. Plotting shall be done at a scale of 1:1 and utilizing the aecstdbandw named style table (aecstdbandw.stb). The Contractor shall not alter the assignments of the aecstdbandw.stb file;

Joint Base San Antonio will supply generic templates and the border sheet for use upon request by email to usaf.jbsa.502-abw.mbx.502-ces-cad-manager@mail.mil.

SECTION 01 35 13.20 00 Page 2

3.1.3.2 Use of the available upon request templates and Sheet Set Manager (SSM) is preferred.

3.1.3.3 All drawings shall be in Imperial Units (inches and feet).

a. "Decimal and feet" units are only used for site plans.

b. All other drawings shall utilize "architectural and inches" units.

3.1.3.4 LOGOS

If the drawing is to be sealed, replace the 502 CES Logo in the top position of the title bar with the Seal. The Contractor may then place a Logo under the JBSA Logo located approximately half way up the title bar.

If the drawing is not sealed, the Contractor may replace the 502 CES logo with the prime Contractor logo and place any subs below the JBSA Logo. In any case DO NOT ERASE the JBSA Logo.

3.1.4 Drawing File Organization

3.1.4.1 Origin Points

Chapter 2, page 6, Origin - 0,0,0 shall be used as the common origin point for all drawings - model, sheet, symbol, etc. unless otherwise approved.

In the rare instance a different origin point is approved for a model file, a minimum of 3 registration points shall be incorporated into the file with reference to true state plane coordinate system (See Section 01 35 13.30 00 Special Project Procedures - GIS for coordinate system).

3.1.4.2 Chapter 2, page 7-8, File Types & Drawing Sheet Assembly

a. All drawing graphics (lines, arcs, polygons, etc.) shall be in the model space (Model tab) of the model file.

b. All model files must be drawn at full scale (1:1).

c. All sheet files shall be a "ready-to-plot" CAD file.

d. The title block shall be externally referenced in the Layout tab (Paper Space) of each sheet file. All other drawings shall be externally referenced in the Model Tab of the sheet file.

3.1.4.3 Naming Convention

Chapter 2, page 9-23, Electronic Drawing File Naming Conventions (Four mandatory fields):

a. Both model and sheet file naming convention shall begin using the same 10 to 12 character project code assigned by 502 CES. Project codes can be obtained by request to usaf.jbsa.502-abw.mbx.502-ces-cad-manager@mail.mil.

b. A two character discipline designator shall follow the project code for both model and sheet files (The sheet file requires a level 2

SECTION 01 35 13.20 00 Page 3 designator).

c. The last two mandatory fields for model file names shall consist of a two character 'model file type' and a four character 'user definable code' (See page 10).

d. The last two mandatory codes consisting of three digits for sheet file names shall consist of a one digit 'sheet type designator' and a two digit 'sheet sequence number' (See page 22).

e. Sheet file names shall contain no user definable characters.

3.1.4.4 Chapter 3, page 25-28, Presentation Graphics.

3.1.4.4.1 CAD File Templates

The template CAD files available upon request from the government utilize a named style pentable (drawing pstyles variable set to 0), meaning that line width and shading is NOT controlled by color.

a. The presentation graphics (line widths, line types, etc) set in these CAD files must be modified to produce the desired readability of the final printed product. In general, drawings will be created using visual control that is manipulated by the layer; meaning color='bylayer', line weight='bylayer', line type='bylayer'.

b. In almost all cases, if these setting do not work, the items should be on separate layers.

3.1.4.5 Chapter 3, page 26, Line types/styles

The use of any line types/styles not in the templates available upon request must be approved by 502 CES.

3.1.4.6 Chapter 3, page 27/28, Plotting

Only the pentable(s) available upon request by 502 CES shall be used. (The named plot style - aecbandw.stb (required) is designed to be used with drawings requiring a named plot style. It has several settings - Black, Screen_40, Screen_50, Screen_60, Color, and Screen_50color, invisible).

3.1.4.7 Chapter 3, page 28-30, Text:

All projects shall use Arial font. Upon approval: special fonts; slanted text; and text styles may be used for business titles and logos in border sheets. If approved the font definition file must be supplied with the electronic files.

3.1.4.8 Chapter 3, page 28-30, Text Height:

Varying size of text for like items shall be avoided. Applications are:

a. 1/2" - 1" for COVER TITLE type text.

b. 1/4" for Sheet Title text, i.e., FLOOR PLAN.

c. 3/16" for Sheet Item Titles typ. text, i.e., LEGEND, GENERAL NOTES, CURB DETAIL.

SECTION 01 35 13.20 00 Page 4

d. 1/8" for all new or demo work.

e. 3/32" for supportive text (i.e. contours, existing features).

3.1.4.9 Chapter 3, page 30, General Text Placement:

General, project wide, non-sheet specific text may be placed in the model file, but shall only be placed at predominate text height and not duplicated at varying scales (i.e. room numbers, street names, coordinates, topographic points, etc. may be placed in the model file; all other text shall be placed in specific sheets).

All text (with the exception of text noted above) shall be placed in the Layout tab (Paper Space) of the Sheet file for which it pertains.

3.1.4.10 Chapter 3, page 31-32, Border Sheets

3.1.4.10.1 Border Files

Only those border files available upon request by 502 CES shall be used.

Ansi D (22x34) shall be used to facilitate direct 50% reduction to 11x17.

The actual file adds an additional 2" (making it 22x36) which can be used for binding paper prints.

3.1.4.10.2 Border File Request

The border file available upon request from 502 CES is intended to be used with AutoCAD Sheet Set Manager (SSM), in which sheet text information is controlled through the SSM via the use of fields.

a. The Sheet Set definition is supplied with the template and shall not be modified. Modified meaning creation of additional field, etc, and does not apply to the required input of data.

3.1.4.10.3 Use of SSM Files

A border that is intended to be used without utilizing the SSM will not be supplied. If the Contractor desires to not use the SSM, the Contractor will be required to modify the supplied templates for use with attributed blocks. Modification shall be approved via direct coordination with 502 CES prior to its use.

3.1.4.10.4 Border Sheets

All border sheets must contain the information "Joint Base San Antonio, TX".

3.1.4.11 Chapter 3, page 32, Issue Block.

3.1.4.11.1 Revisions During work

During work, the revision number shall be represented with a "Circle & Number" and a description that provides a general statement of the revision.

3.1.4.11.2 Documents Released for work

Upon 100% Design and released, all revision marks are

SECTION 01 35 13.20 00 Page 5 erased and a single entry made; mark "1" in a "Circle" and note as "RELEASED FOR work"

3.1.4.11.3 Modifications During work

During work, as modifications or differing conditions are found/made, the changes are reflected with a "Triangle & Number" and the description provides a general statement of the revision. The area of change is clouded and marked with a corresponding "Triangle & Number".

3.1.4.11.4 Record Drawings

At end of work completion of As-Built, all triangle marks and clouds are removed and replaced with a single statement above the "RELEASED FOR work" remark that reads "RECORD DRAWING AS-BUILT".

3.1.4.11.5 Sheet Corrections

If a sheet is altered to the degree that it must be re-issued, the new sheet shall contain the number “1” in a “Circle” with the “RELEASED FOR work ” and original date mark with the next immediate mark being a number “1” with a “Triangle” and the remark “SHEET REISSUED” or “SHEET REPLACED BY” and include the new sheet number.

3.1.4.11.6 Noted Changes

All marks denoting a change shall include a modification, RFI, or change order number in the description.

3.1.4.12 Chapter 4, Page 44-53, Level/Layer Assignments

3.1.4.12.1 Layers

Only the layers defined in Appendix A shall be used.

a. The layer attributes for color, line type, line weight, and plot style must be modified to produce visually acceptable final prints.

b. ISO format layer names shall NOT be used unless directly coordinated through 502 CES.

3.1.4.13 Chapter 4, page 50, Reference Files

a. All reference files shall be on reference layers, i.e. X-XXXX-REFR.

b. All reference files shall be associated as a separate OVERLAY, meaning NO nested references.

c. All reference files shall be associated using a RELATIVE PATH.

d. All reference names shall match the reference file name in its entirety; ALIAS NAMES shall NOT be used.

e. All reference files shall be made in the Model Tab of the sheet drawing file, with the exception of the border sheet drawing. The Border sheet drawing shall be referenced in the Layout Tab (Paper Space) of the sheet drawing file. Border sheet drawing shall NOT be referenced in the Model Tab of a sheet drawing file.

SECTION 01 35 13.20 00 Page 6

f. All reference files shall be drawn at a scale of 1:1 (real size).

Manipulation of the viewport in the Layout Tab (Paper Space) of the drawing sheet file shall be made to obtain the appropriate viewing/printing scale.

g. Changes to the drawing graphics shall be made to the external reference(s) (any changes made to the reference(s) will be automatically updated in the sheet file).

3.1.4.14 Chapter 5, Symbology.

3.1.4.14.1 A/E/C CAD Standard

The A/E/C CAD standard, while supplying many symbols, does not meet current industry needs nor does it address the fundamental of block entities. The following guidelines shall be used in the creation of new blocks:

a. The Contractor shall fully document any custom made/used blocks in the files (meaning any block used that is not supplied by Joint Base San Antonio). Documentation shall include block name, description, and summary of use - i.e. how is it used and controlled. This documentation must be supplied with any and/or all drawing submittals as a "READ ME" file.

b. All symbol blocks shall be made with all entities on layer 0; color, line type, and line weight shall be set to BYLAYER. Line type scale for all entities will be set to 1.

c. Attributes shall follow the same guidelines as text, but shall also be placed on layer zero. In some cases, it makes sense to have an attribute on a named layer - i.e., a survey control monument may have text on a monumentation text layer so that it's id may be turned off without effecting the block visibility. If this situation is used, the Contractor shall fully document the elements of a block that are not constructed on layer 0 and have this documentation of the block APPROVED prior to use.

d. Block Symbols must be constructed with the insertion point set to 0,0,0. (the base point of all drawings shall be 0,0). Example, if the symbol is a manhole, the insertion point would be the center of the manhole, which would be at 0,0,0.

e. Block names shall follow layer naming conventions- i.e. a surveyed Sanitary Sewer manhole would be V-SSWR-MNHL.

3.2 Email

Contact by email: usaf.jbsa.502-abw.mbx.502-ces-cad-manager@mail.mil. for any question or concerns in regards to A/E/C CAD Standard, CAD Drafting Standard, and/or this document.

SECTION 01 35 13.20 00 Page 7

SECTION 01 35 13.30 00

SPECIAL PROJECT PROCEDURES- GIS

12/15

PART 1 GENERAL

This Section covers the project requirements unique to Joint Base San Antonio, Texas. These unique requirements relate to Geographic Information Systems (GIS) Systems.

1.1 SUBMITTALS

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

submittals having a "FIO" designation are for information only. The following shall be submitted in accordance with Section 01 30 00 SUBMITTAL

PROCEDURES:

Digital Photos

SD-02 Shop Drawings

Surveys required Survey information, compliant with Section 01 35 13 10

File Geodatabase

Maps A transmittal letter will accompnay each submittal.

1.1.1 File Formats

All FINAL and all INTERIM review plans shall include NATIVE format files, ie CAD files, in AutoCAD drawing format compliant with section 01 35 13.20

00. Email usaf.jbsa.502-abw.mbx.502-ces-cad-manager@mail.mil for current version, native format documents (*.doc, *.xls) and PDF files of same.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 GIS FILES

Our data set is UTM meters. The post uses a localized scale factor for all survey work. Contact usaf.jbsa.502-abw.mbx.502-ces-cad-manager@mail.mil for the scale factor and the coordinate of record. The standard deliverable is State Plane, GRID, unless otherwise noted. In general, all work shall meet the following Technical Requirements:

3.1.1 Horizontal Control

Texas State Plane, South Central Zone (4204), NAD 83; will comply with Corps of Engineers 3rd Order, Class I standards.

SECTION 01 35 13.30 00 Page 1

3.1.2 Vertical Control

NAVD 88; will comply with Corps of Engineers 3rd Order

3.1.3 Measurements

All measurements will be collected using an electronic data collector; all elevations will be measured at hundredths-of-feet (0.00)

3.1.4 Unit of Measure

U.S. Survey Feet

3.1.5 Map scale

1-inch equals 30-feet

3.1.6 Contour interval

1-foot.

3.1.7 Metadata

Federal Geodetic Data Committee (FGDC) standards. The following link contains information and tools for metadata: http://www.fgdc.gov/metadata

3.1.8 CADD Standard

Per Section 01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD. If the final deliverable is specified elsewhere as UTM, Contact usaf.jbsa.502-abw.mbx.502-ces-cad-manager@mail.mil for requirements

If the final deliverable is specified elsewhere as UTM, Contact usaf.jbsa.502-abw.mbx.502-ces-cad-manager@mail.mil for requirements

3.2 GOVERNMENT FURNISHED ITEMS

The government will furnish the following material:

a. lOCATION MAP OF ARA COVERED BY THE CONTRACT

b. Network Control Points

c. A file geodatabase containing the minimum required data attributes, known feature classes, and other data requirements. Feature classes may or may not contain up to date data and attributes may or may not be populated. The contractor shall be responsible for field verifying all data and making corrections as necessary to meet contract work requirements.

d. Template Files

e. Utility maps - not in coordiante system and may be paper, scanned, or CAD files.

f. Godetic Control Form

SECTION 01 35 13.30 00 Page 2

3.3 DELIVERABLE FORMAT AND MEDIA

3.3.1 Survey Data

The draft and final survey data shall be submitted either on a DVD or CD and a transmittal letter shall accompany each submittal.

3.3.2 Format

GIS FILES in ESRI file format. Email usaf.jbsa.502-abw.mbx.502-ces-cad-manager@mail.mil for current version

3.4 GIS FILES

3.3.1 When creating *.mxd files the following shall apply:

a. Varying Text size for like items shall be avoided, Rule of thumb applications are; (suggestions, not requirements)

b. 1/2" - 1" Text for Map Set TITLE, i.e., ATHLETIC FIELDS

c. 1/4" for individual Map Sheet title, i.e., MCARTHUR RUNNING TRACK

d. 3/16" for Sheet Item Titles - (LEGEND, NOTES, DETAIL)

e. 1/8" for general text for the content of the Map

f. 3/32" for support text for the content of the Map

3.5 TITLE BLOCKS

All and any title-blocks used for final map layout must contain the information "Joint Base San Antonio" and may contain the installation location (i.e. Fort Sam Houston). The phrase "Joint Base San Antonio" must be equal in size or larger than the phrase "Fort Sam Houston".

3.6 FINAL PRINTS

Final deliverable prints shall be color on heavy bond. If Mylar is required, the Mylar shall be a polyester drafting film, double side matte finish and .003 min thickness.

SECTION 01 35 13.30 00 Page 3

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

12/18

PART 1 GENERAL

1.1 REQUIREMENTS

This specification covers the requirements for environmental protection during all maintenance activities. The contractor shall minimize environmental pollution and damage during the course of the contract. The control of environmental pollution and damage requires consideration of land, water, and air resources. The environmental resources within the project boundaries and those affected outside the work area shall be protected during the entire duration of this contract.

This guidance applies to all contractor activities at Joint Base San Antonio (JBSA). These areas include JBSA Lackland, JBSA Medina Annex, JBSA Port San Antonio, JBSA Kelly Field Annex, JBSA Randolph, JBSA Seguin Auxiliary Field, JBSA Canyon Lake, JBSA Sam Houston, JBSA Medical Center Annex, JBSA Grayson Street Annex and JBSA Bullis.

The following lists are the general environmental phone numbers for JBSA Environmental point of contacts.

JBSA Environmental contact phone numbers JBSA Randolph, Canyon Lake, Seguin: 210-652-4668 JBSA Sam Houston, Bullis: 210-221-1142 JBSA Lackland: 210-671-4844

1.2 REFERENCED PUBLICATIONS

The publications listed below constitute only major areas of environmental concern. It is incumbent on each contractor to determine which federal, state, and local environmental regulations applies to the contract.

URLs are entered as text throughout this document and are subject to change without notice. They are in this document to help guide the contractor to the applicable references as listed below. Copy the url into explorer or other search engines.

FEDERAL REGULATIONS

29 CFR 1910.1200, Hazard Communication Standard https://www.osha.gov/pls/oshaweb/owadisp.show_document?p_ table=standards&p_id=10099

29 CFR 1910.1001, Asbestos, Industry Standard https://www.osha.gov/pls/oshaweb/owadisp.show_document?p_ table=standards&p_id=9995

29 CFR 1926.1101, Asbestos, Safety and Health Regulations https://www.osha.gov/pls/oshaweb/owadisp.show_document?p_id=10862&p _table=standards

SECTION 01 57 20 Page 1

All references for 40 Code of Federal Regulations can be found at:

www.ecfr.gov/cgi-bin/text-idx?tpl=/ecfrbrowse/Title40/40tab_02.tpl

40 CFR Parts 50-99, Clean Air Act Regulations 40 CFR 61, Subpart M. National Emission Standard for Asbestos 40 CFR 71, Title V Permit, Lackland Only 40 CFR 110, Discharge of Oil 40 CFR 112, Oil Pollution Prevention and Response 40 CFR 122, EPA Administered Permit Programs: The National Pollutant Discharge Elimination System 40 CFR 125, Criteria and Standards for the National Pollutant Discharge Elimination System (NPDES) 40 CFR 260-271, Resource Conservation and Recovery Act (RCRA) 40 CFR 260-279, Hazardous Waste and Used Oil Management 40 CFR 300, National Oil and Hazardous Substances Pollution Contingency Plan 40 CFR 302 Designation Reportable Quantities, Notification 40 CFR PART 370, Hazardous Chemical Reporting Community Right to Know 40 CFR 372, Toxic Chemical Release Reporting 40 CFR 373 Reporting Hazardous Substances Activity when Selling or Transferring Federal Property 40 CFR 355, Extremely Hazardous Substances 40 CFR 403, General Pretreatment Regulations for Existing and New Sources of Pollution 40 CFR 745, Lead Requirements for Lead-Based Paint Activities in Target Housing and Child-occupied facilities 40 CFR 763, Asbestos Containing Materials in Schools

All references for 49 Code of Federal Regulations can be found at:

www.ecfr.gov/cgi-bin/text-idx?tpl=/ecfrbrowse/Title49/49tab_02.tpl

49 CFR 171, CHAPTER I—Pipeline and Hazardous Materials Safety Administration, Department of Transportation

49 CFR 172, Hazardous Materials Table, Special Provisions, Hazardous Materials Communications, Emergency Response Information, and Training Requirements

Public Law 102-550 Housing and Community Development Act https://history.nih.gov/research/downloads/PL102-550.pdf

EXECUTIVE ORDERS

EO 13134 Developing and Promoting Bio-based Products and Bioenergy https://www.hsdl.org/?abstract&did=1766

EO 13693, Planning for Federal Sustainability in the Next Decade Planning for Federal Sustainability in the Next Decade https://history.nih.gov/research/downloads/PL102-550.pdf

§438 - Energy Independence and Security Act Storm Water Management https://www.epa.gov/nps/stormwater-management-federal-facilities-under-section-438-energy-independence-and-security-act

TEXAS ADMINISTRATIVE CODE (TAC)

Texas Pollutant Discharge Elimination System (TPDES) MSGP (Permit No. TXR050000) - contact 802 CES/CEIE

SECTION 01 57 20 Page 2 https://www.tceq.texas.gov/assets/public/assistance/sblga/cswp3inst.pdf 25 TAC 295,Subchapter C, Texas Asbestos Health Protection Rules http://texreg.sos.state.tx.us/public/readtac$ext.ViewTAC?tac_ view=5&ti=25&pt=1&ch=295&sch=C&rl=Y

25 TAC 295, Subchapter I, Texas Environmental Lead Reduction Rules https://www.dshs.texas.gov/elp/laws-rules.aspx

All Title 30, Texas Administrative Codes can be found at:

http://texreg.sos.state.tx.us/public/readtac$ext.ViewTAC?tac_view=3&ti=30&pt=1 30 TAC 30, Occupational Licenses and Registration 30 TAC 327, Spill Prevention and Control 30 TAC 327.4, Reportable Quantities 30 TAC 101, General Air Quality Rules 30 TAC 106, Permits by Rule 30 TAC 111, Control Of Air Pollution from Visible Emissions and Particulate Matter 30 TAC 115, Control of Air Pollution from Volatile Organic Compounds

30 TAC 117, Control of Air Pollution from Nitrogen Compounds 30 TAC 330, Municipal Solid Waste 30 TAC 335, Industrial Solid Waste and Municipal Hazardous Waste 30 TAC 334, Underground and Aboveground Storage Tanks 30 TAC 213, Edwards Aquifer 30 TAC 214, Secondary Containment Requirements for USTs Located Over Certain Aquifers 30 TAC 217, Design Criteria for Domestic Waste Water Systems 30 TAC 285, On-Site Sewage Facilities 30 TAC 290, Public Drinking Water 30 TAC 307, Texas Surface Water Quality Standards 30 TAC 330, Municipal Solid Waste 30 TAC 334, Underground and Aboveground Storage Tanks 30 TAC 350, Texas Risk Reduction Program

INSTRUCTIONS AND DIRECTIVES

All JBSA instructions and directives are available through 802 CES/CEIE Environmental Offices and the Enterprise Environmental Information System.

Select the links below and then select the Resources tab. All access to these plans require a CAC and pin for access.

Location Specific, Spill Prevention Control and Countermeasure (SPCC) Plan https://cs2.eis.af.mil/sites/10625/JBSA/WPP/ProgramPage/Fuel POL Tanks.aspx

JBSA Randolph and Lackland Facility Response Plan https://cs2.eis.af.mil/sites/10625/JBSA/WPP/ProgramPage/Fuel POL Tanks.aspx

JBSA Hazardous Waste Management Plan https://cs2.eis.af.mil/sites/10625/JBSA/WPP/ProgramPage/Hazardous Waste.aspx

JBSA Integrated Solid Waste Management Plan https://cs2.eis.af.mil/sites/10625/JBSA/WPP/ProgramPage/Integrated Solid Waste.aspx

SECTION 01 57 20 Page 3

JBSA Asbestos Management and Operations Plan https://cs2.eis.af.mil/sites/10625/JBSA/WPP/ProgramPage/Toxic Substances.aspx

JBSA Lead-Based Paint Management Plan https://cs2.eis.af.mil/sites/10625/JBSA/Shared Documents/20170620_2017 JBSA Lead Based Paint Management Plan.pdf

Location Specific, Storm Water Pollution Prevention Plans (SWP3) https://cs2.eis.af.mil/sites/10625/JBSA/WPP/ProgramPage/Water Quality.aspx

Location Specific, Storm Water Management Plan (SWMP) https://cs2.eis.af.mil/sites/10625/JBSA/WPP/ProgramPage/Water Quality.aspx

JBSA Integrated Cultural Resource Management Plan https://cs2.eis.af.mil/sites/10625/JBSA/WPP/ProgramPage/Cultural Resources.aspx

JBSA Integrated Natural Resource Management Plan https://cs2.eis.af.mil/sites/10625/JBSA/WPP/ProgramPage/Natural Resources.aspx

502d Air Base Wing Environmental Management System (EMS) Policy https://cs2.eis.af.mil/sites/10625/JBSA/WPP/EMSPage/Scope and Commitment Statement.aspx

USAF INSTRUCTIONS

The following Air Force Instructions can be found at the below location:

http://www.e-publishing.af.mil/

AFI 32-1052, Facility Asbestos Management AFI 32-1053, Integrated Pest Management Program AFI 32-1054, Corrosion Control AFI 32-1066, Backflow Prevention Program AFI 32-1067, Water Systems AFI 32-7001, Environmental Management System AFI 32-7040, Air Quality Compliance and Resource Management AFI 32-7020, Installation Restoration Program Management AFI 32-7042, Waste Management AFI 32-7044, Storage Tank Compliance AFI 32-7061, The Environmental Impact Analysis Process AFI 32-7064, Integrated Natural Resource Management AFI 32-7065, Cultural Resource Management AFI 32-7080, Pollution Prevention Program AFI 32-7086, Hazardous Material Management AFMAN 32-7089 Refrigerant Management Program

HOUSING URBAN DEVELOPMENT

Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing, 2012 https://www.hud.gov/program_offices/healthy_homes/lbp/hudguidelines

1.3 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control

SECTION 01 57 20 Page 4 approval and for informational/record use only as part of the project file. Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 ENVIRONMENTAL

ENVIRONMENTAL PROTECTION PLAN; G

Fish and Wildlife Protection Measures as applicable; G

Environmental Permits as applicable; G

Equipment Inventory

SD-02 PRE ABATEMENT SUBMISSIONS

Asbestos Work Plans; G

Asbestos Certifications; G

Asbestos Transporter License; G

Asbestos Medical clearances (may be reviewed on site);G

Asbestos Training Certificates; G

Asbestos TDSHS License as applicable; G

Any Asbestos Inspection reports that have not been provided by the area specific Environmental Office.; G

Any Asbestos Inspection Reports that were not included in the original assessment or a results to a change in the scope of work.; G

Unsigned copy of State Renovation, Demolition Notifications 15 days prior; G

The following documents will be reviewed prior to any renovation in a target or child occupied facilities.

Lead Work Plans; G

Lead Occupant Protection Plan. ; G

Texas Department of State Health Services Lead Licenses ; G

Lead Notifications ; G

Lead Training Certificates; G

Any Lead Based Paint Reports that were not included in the original assessment or results to a change in the scope of work.;

G

Lead Inspection reports that have not been provided by the area specific Environmental Office. Inspection reports done by a licensed Lead Inspector or Lead Risk Assessor.; G

SECTION 01 57 20 Page 5

SD-03POST ABATEMENT SUBMISSION

Asbestos Air Monitoring reports; G

1. Baseline

2. Aggressive sample reports

3. All clearances

Lead Air Monitoring reports; G

1. Air Baseline Survey

2. Aggressive sample reports

3. All clearances:

a. Visual Inspection

b. Dust Wipe Samples analyzed by a certified Environmental Lead Laboratory

SD-04 PRE OSHA LEAD BASED PAINT ACTIVITIES

Lead OSHA Negative Exposure Assessment or ; G

Lead Work Plan. ; G

EPA Lead Training or Lead Awareness Training certificates, Minimum 8 Hours.; G

OSHA Air Monitoring ; G

Lead Training Certificates; G

Waste Disposal Plan, May be included in work plan; G

Lead Inspection reports that have not been provided by the area specific Environmental Office.; G

Lead Based Paint Reports that were not included in the original assessment or results to a change in the scope of work.; G

SD-06 Test Reports

Analytical Results; G

1.4 QUALITY ASSURANCE

Contractor shall establish and maintain quality control for environmental protection of all items set forth herein. The Contractor shall record on daily reports any problems in complying with laws, regulations, permit requirements, ordinances, and corrective action taken. The Contractor shall immediately inform the Contracting Officer of any environmental problem.

The prime Contractor will have the sole responsibility to ensure all the subcontractors comply with all environmental protection requirements in this specification.

1.5 CONTRACTOR COMPLIANCE

1.5.1 Permits

The contractor shall ensure that all environmental permits required during the course of this contract are obtained prior to start of installing or

SECTION 01 57 20 Page 6 operating any equipment or disturbing or clearing any land area. Where permits are required, the contractor shall coordinate with 802 CES/CEIE.

The contractor shall be responsible for operating within permit limits and abiding by all permit conditions. Failure to comply with permit requirements, to include permits held by JBSA and/or any subsequent fines resulting from such failure are the sole responsibility of the contractor.

802 CES/CEIE shall be notified immediately of any instance that exceeds the limits of the permit or a violation of permit conditions. The contractor shall immediately notify 802 CES/CEIE of any conditions which may conflict with approved permits. Any certifications required by permits shall be the responsibility of the contractor. Copies of all permits and certifications shall be submitted to the 802 CES/CEIE. The contractor must have a copy of all required permits and is responsible for reading, understanding, and abiding by all conditions and requirements of the environmental permits. On 17 July 2018, Bexar County was designated as Marginally Non-Attainment for Ozone. This means that any new renovation, or modification of any facility will require a New Source Review (NSR) permitting process PRIOR to any work beginning.

1.5.2 Wastewater

JBSA Randolph - Sanitary Sewer is owned by San Antonio River Authority (SARA). It is the responsibility of the contractor to ensure that any work dealing with installation or removal of sanitary sewer lines is done in coordination and, if necessary, with the approval of SARA.

http://www.sara-tx.org .

Contractors shall submit a summary transmittal letter to the TCEQ Wastewater Design Team for approval of projects that include work or modification of lift stations, treatment plants, and collection system lines.

Wastewater discharges from JBSA are regulated by discharge permits.

Contractors shall not discharge any waste that will violate JBSA specific area wastewater discharge permits and waste orders. No discharges to JBSA waste water sewers are allowed unless approved by 802 CES/CEIE. Request shall be submitted in writing along with documentation of materials and waste to be discharged, i.e., Safety Data Sheets (SDS) or sample analysis results.

1.5.3 Public Water Systems

When a project or series of projects is expected to increase the total demand on water supplies by 10% or more, approval from the TCEQ is required in accordance with Texas Administrative Code 30 TAC 290. All necessary paperwork shall be submitted to 802 CES/CEIE for review. work shall not be started prior to obtaining approval from the TCEQ utilities technical review team. For phased projects, TCEQ approval can be obtained for each phase by submitting a certification of completion package for each phase as a partial completion on the entire project. All necessary paperwork (Certification of Completion Form, as-builts, bacteriological, pressure test results, etc.) shall be submitted to 802 CES/CEIE and Bioenvironmental for review; TCEQ has 30 days to review. The Base Utility supervisor shall have a copy of the TCEQ clearance for each project or partial section thereof in hand before activating the public water system to that particular area. Disinfection and bacteriological testing of water system components shall be conducted in accordance with TCEQ and American Water Works Association (AWWA) regulations. Bioenvironmental and the Utility office shall be notified of all disinfection and bacteriological

SECTION 01 57 20 Page 7 testing activities. The new or repaired portions of the water system shall not be placed into service until coordination…