SPEC_W91238-10-R-0050.pdf

REQUEST FOR PROPOSALS (RFP) (PHASE 2) (D-B) __

ECIP SOLAR

GENERATION INSTALLATION

PRESIDIO of MONTEREY, CA

BID DOCUMENTS (DIVISION 00) (UNDER SEPARATE VOLUME)

INCLUDED IN THIS VOLUME - ATTACHMENTS thru TECHNICAL

SPECIFICATIONS

RFP NO. W91238-10-R-0050

SPECIFICATION FILE NO. 1774

DRAWING FILE NO. 193-25-0294

US ARMY CORPS OF ENGINEERS

Sacramento District ________

PROJECT NO. 72926

AM-02

ECIP SOLAR 1774

GENERATION INSTALLATION

PRESIDIO OF MONTEREY, CA

ATTACHMENTS:

1 Not Used 2 Not Used 3 Not Used 4 Contractor Prepared As-Builts 5 MILCON Project Closeout (Red Zone Meeting) 6 Drawings 7 Drawing Format 8 Fitness Center As-Built Drawings 9 POM Exterior Lighting Bollard Layout

TECHNICAL SPECIFICAT IONS

01 00 00 General Requirements 01 10 10 Specific Technical Engineering & Design Criteria (and Appendices) 01 32 01.00 10 Project Schedule

01 33 00 Submittal Procedures 01 33 16 Design After Award 01 35 26 Governmental Safety Requirements 01 42 00 Sources for Reference Publications 01 45 00.00 10 Quality Control 01 45 00.10 10 Quality Control System (QCS) 01 50 02.00 Temporary Construction Facilities 01 57 20.00 10 Environmental Protection 01 62 35 Recycled / Recovered Materials 01 78 02.00 10 Closeout Submittals

L2EDMGH9

am02

ATTACHMENTS

ATTACHMENT NO. 1

NOT USED

ATTACHMENT NO. 2

ATTACHMENT NO. 3

ATTACHMENT NO. 4

CONTRACTOR PREPARED AS-BUILTS

Preparing As-Built Drawings INSP05L0.DOC Effective 09/13/04 Rev 1

Preparing As-Built Drawings

Scope

This instruction covers preparing high-quality As-Built drawings to show changes made to the project during construction. As-Built drawings are an official record of the project at the time of construction completion. The original "as-designed" contract drawings and specifications are modified to show all additions, deletions and other changes made during construction. Accurate as-built drawings are very important for project operation and maintenance, and future modifications, particularly for plumbing and electrical systems, which are hidden from view.

References − CADD/GIS Technology Center Architectural, Engineering, and Construction

(A/E/C) CADD Standards[http://tsc.wes.army.mil/products/standards/aec/intro.asp]

Definitions.

See the Glossary of Engineering Quality System Terms and Acronyms [REFQ10L0], for definitions.

Contractor Markups - Drawings that are marked and annotated to show the project As-Built and constructed by the contractor. They are part of the working as-built set.

As-Built Drawings - The amended "As-designed" drawings revised to show the project as the contractor built and constructed it. The revisions from Contractor Markups and field inspection notes are transferred to the Final as-built set of drawings. The final as-built drawings include modifications during construction, field requested changes, shop drawing modifications, and contractor designs.

As-Constructed Drawings - These are As-Built Drawings for Civil Works Projects. The term As-Built used in these instructions is synonymous.

Working As-Built

The Contractor shall maintain 2 sets of paper drawings and specifications (marked-up prints) to track changes, additions or deletions from the original design during construction. Working as-built drawings shall be kept current on a weekly basis and at least one paper set of as-built drawings shall be available on the jobsite at all times.

Areas of Concern

There are some general items that need some special checking to ensure that the marked-up prints are complete and accurate. The working as-built shall show, but shall not be limited to, the following:

Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division

Rev 1

(1) The actual location, kinds and sizes of all of existing and new utility lines, especially underground lines within the construction area. Measurements will be shown for all change of direction points and all surface or underground components such as valves, manholes, drop inlets, clean outs, meters, etc. The descriptions of exterior utilities shall include the actual quantity, size, and material of the utility lines. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered over or obscured, the as-built drawings shall show, by offset dimensions to two permanently fixed surface features, the end of each run including each change in direction. Valves, splice boxes and similar appurtenances shall be located by dimensioning along the utility run from a reference point. The average depth below the surface of each run shall also be recorded.

(2) The location and dimensions of any changes within the building structure.

(3) Layout and schematic drawings of electrical circuits and piping.

(4) Correct dimensions and details transferred from shop drawings.

(5) Correct grade, elevations, cross section, or alignment of roads, earthwork, structures or utilities if any changes were made from contract plans.

(6) Actual location of anchors, construction and control joints, etc., in concrete.

(7) Changes in location of equipment and architectural features.

(8) Where contract drawings or specifications present options, only the option selected for construction shall be shown on the final as-built prints. Cross out such words and phrases as "optimal requirement," "or equal," etc., and list specifically the items of material provided.

(9) Unusual or uncharted obstructions that are encountered in the contract work area during construction.

(10) Location, extent, thickness, and size of stone protection particularly where it will be normally submerged by water.

(11) Changes in details of design or additional information obtained from working drawings specified to be prepared and/or furnished by the Contractor; including but not limited to fabrication, erection, installation plans and placing details, pipe sizes, insulation material, dimensions of equipment foundations, etc.

(12) The topography, invert elevations and grades of drainage installed or affected as part of the project construction.

(13) If borrow material for this project is from sources on Government property, or if Government property is used as a spoil area, the Contractor shall furnish a contour map of the final borrow pit/spoil area elevations.

Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division

Rev 1

(14) Systems designed or enhanced by the Contractor, such as HVAC controls, fire alarm, fire sprinkler, and irrigation systems

(15) Changes or modifications that result from the final inspection.

Mark-up Guidelines

The following information is provided to improve the quality of the marked-up prints and thereby facilitate preparation of final as-built drawings. The most important guideline is that the marked-up changes on the prints shall be complete and understandable. Visits to the site by the draftsperson, or visits to the draftsperson by the construction superintendent, can be minimized by providing complete and understandable marked-up prints.

(1) Frequently use written explanations on As-Built drawings to describe changes - do not rely totally on graphic means to convey the revision.

(2) Legibility of lettering and digit values shall be precise and clear when marking prints, and clarify ambiguities concerning the nature and application of change involved.

(3) Wherever a revision is made, make changes to affect related section views, details, legend, profiles, plans and elevation views, schedules, notes and call-out designations, and mark accordingly to avoid conflicting data on all other sheets.

(4) When changes are made, cross out all features, data and captions that relate to that revision.

(5) When changes are required on small-scale drawings and in restricted areas, suggest large-scale inserts be drawn or sketched, with leaders to the location where applicable.

(6) Provide a legend if colors other than the "base" colors of red, green, and blue are used.

Be sure descriptive markings conform to legend symbols shown.

(7) Be sure to add and denote in legend, any additional equipment or material facilities, service lines, etc., incorporated under As-Built Revision if not already shown in legend.

(8) When attached prints (or sketches) are provided with marked-up print, indicate whether:

a. Entire drawing shall be added to contract drawings or

b. Whether the contract drawings shall be changed to agree, or

c. For reference only to further details not required for initial design.

(9) Make the comments on the drawing complete without reference to letters, memo's, or materials that are not also a part of the As-Built. Annotating the drawing, “Per Change Order #42,” means nothing when the actual change order states, “added an additional 12 duplex” outlets or similar statements. The same is true when the drawing is marked, Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division

Rev 1

“changed per COE instructions.” This office and ultimately the using organizations must know what was changed, how it was changed, where the items(s) were relocated to and how the affected connections were altered. Change Orders usually do not provide information as to how the facility was changed, only what was changed.

(10) The markups shall be accomplished on blue or black line prints of the most current originals.

(11) Shop drawings are to be incorporated into the As-Built drawings. They will be provided in electronic CADD file format and conform to the Sacramento District CADD Standards and the A/E/C CADD Standards. Hand drawn or plotted paper shop drawings will not be accepted as submittals.

The hand drawn or plotted paper shop drawings are not usable as original drawings for several reasons.

a. Deleted

b. The drawings are not of an adequate scale or are drawn to no scale and are not transferable to the CORPS drawings due to lack of information.

c. The limited numbers of reproducible shop drawings that have been received have not been on the Corps of Engineers standard sheets sizes making it difficult to convert these drawings to standard COE drawings.

Any drawing provided by non-COE sources will be drawn in CADD. Sheets shall be drawn at the same scale as similar drawings in the set (example: Fire alarm systems shall be drawn to the same scale as the plumbing or electrical drawings). The drawing shall meet the same standards required for the rest of the drawings set. Sheet number, detail number, etc shall tie details and sketches to existing drawings.

FINAL AS-BUILT DRAWINGS

The contractor will transfer the changes from the working as-built marked prints to the original electronic CADD files. Final as-built drawings shall be prepared after the completion of each definable feature of work as listed in the Contractor Quality Control Plan (Foundations, Utilities, Structural Steel, etc., as appropriate for the project). The Resident Engineer and the Contractor will jointly review the working as-built marked prints, printouts from working as-built CADD file drawings, and final as-built drawings for accuracy and completeness, prior to submission of each monthly pay estimate. Monthly review of working as-built CADD printouts shall at minimum cover all sheets revised since the previous review.

DRAFTING STANDARDS

The Corps requires that standard professional engineering drafting practices be utilized in correcting the original electronic CADD drawings to show as-built conditions. In general, the letter styles, line thickness, and scale will be the same as the original drawings. When shop drawings or other sheets are added, they will be drawn in electronic CADD.

Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division

Rev 1

CADD Standards: File Naming Convention will be maintained on all existing CADD files and followed for any new files added. The Contractor shall revise CADD files as-built drawing layers, to show the as-built conditions during the prosecution of the project. All as-built “triangle” changes shall be on a separate single layer, using a single color, with an associated medium pen width.

• Name the layer AS-BUILT for AutoCAD files (DWG).

• MicroStation files (DGN) use:

− Level #63 − Level/Layer Name contains: ANNO-REVS − Level/Layer Description: Revisions

The following specific requirements apply to the preparation of as-built drawings:

The Title Sheet (first sheet): The first sheet will be labeled with the word AS-BUILT. The words CONTRACT NUMBER and the actual contract number will be entered as shown on attachment

1. The contract number contains the Fiscal Year, the letter C (for construction), and the sequence number (example: 96-C-0000). No other work need be done on this sheet unless sheets are being added or deleted from the List of Drawings or other actual changes are made on this sheet. (See Attachment 1.)

The second and subsequent sheets: All the sheets following the title sheet will be labeled with the AS-BUILT stamp. (See Attachment 2.)

Signature representation (CADD files only): All signatures that appear on the approved original design drawings need to be represented on all the electronic as-built files. The format for these are /s/Name (i.e. /s/Raymond Dennis). The only name that does not require the /s/ is the District Commander’s name that appears only on the cover sheet (the title sheet). (See Attachments 1 & 2.)

Revisions Block entries: Those sheets, which have no changes, will only be labeled AS-BUILT as described above. Those sheets which have changes shown on them will have REVISED AS-BUILT entered in the first available space. This will be revision one and a number 1 will be entered in the triangle at the beginning of that line. In the event the sheet has already been revised and a number and revision appear in the revision lines the next sequential number will be used. Normally the first entry is made in the first line. The completed originals CADD file drawings will be reviewed for accuracy and initialed by the Contractor. (See Attachments 2 & 3.)

Marking Revisions: Place an equilateral triangle (3/8" per side) near the area revised for all changes. One triangle may be placed near the table or detail title where several items in a table or detail are changed or completely redrawn. This same method may be used for general revisions to floor plans and system plans (plumbing, electrical, a/c, heating); when a major portion of the drawing is changed, the triangle may be placed near the diagram, detail, section or plans title. A triangle will be placed near each item when only a few items are revised, added or

Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division

Rev 1 deleted. The triangles will contain the same number as the As-Built revision on that sheet. (See Attachment 4.)

Revision Annotations:

Deletion - to show an item was not installed, cross the item out on the drawing along with any associated devices, connecting lines, ducts, pipes etc., including notes and dimensions.

To show a detail is not being used, box the detail and letter NOT USED across the detail. A box will be drawn on the sheet with an X as shown in Attachment 5. The words NOT USED will be in heavy block lettering a minimum of 5/8" high. Place a triangle and revision number inside the box where notes are indicated as not being used.

Notes - draw a line thru the note or line item in a table in lieu of erasing the line item or note. A triangle and number will be placed near the deleted item.

Additions - show a new or additional item or items and associated connections made if the print indicates such connections. A triangle and number will be placed near the new item.

All lettering will conform to the existing lettering on each sheet.

Relocations - draw the item in the new location and erase it from the old location. All connections will be transferred if applicable, such as wiring, piping, and ducts. Revision triangles with appropriate number will be shown at the new and old location.

Drawing continuity: The applicable drawings shall be marked-up when a change was made, although this will not always be the case. Final responsibility for drawing continuity is with the person doing the As-Built. When one floor plan indicates a wall, room, doors etc., has been changed, the same change shall be made on all other applicable drawings. When the change is applicable to only one discipline such as electrical and does not directly affect other discipline sheets, a note may be added to other discipline sheets such as "See sheet _____ for As-Built Conditions.”

Shop drawings: When shop drawings are added to the original contract drawing set they need to be appropriately labeled with the Sacramento District file number, and discipline and sequence sheet number. The Index of Drawings will also need to be revised to show the additional sheet

(s) with the appropriate sheet title. In the case where the shop drawing are smaller than the Corps standard sheet size (i.e. 8.5"x11" or 11"x17" etc.) the sheets will be cut into a standard Corps sheet size border sheet and appropriately labeled. (For additional information refer to Mark-up Guidelines, Shop drawings above.)

Distribution

Archives Unit

Contractor*

Resident Engineer*

Specification Engineer

Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division

Rev 1

Ownership

The Archives Unit [Raymond.E.Dennis@usace.army.mil?Subject=INSP05L0-Preparing As- Built Drawings] is responsible for ensuring that this document is necessary and that it reflects actual practice.

Activity Preface

These tasks are performed whenever changes, additions or deletions from the original "as-designed" contract drawings and specifications are made during construction.

Prior Activity

Creation, Packaging, and Delivery of Project Documents [PROP09L0]

Contractor

1. Print two sets of paper drawings and specifications for working as-built.

The Contractor shall maintain 2 sets of paper drawings and specifications (marked-up prints) to track changes, additions or deletions from the original design during construction.

2. Mark working as-built set to show changes, additions or deletions.

Place an equilateral triangle (3/8" per side) near the area revised for all changes. One triangle may be placed near the table or detail title where several items in a table or detail are changed or completely redrawn. This same method may be used for general revisions to floor plans and system plans (plumbing, electrical, a/c, heating); when a major portion of the drawing is changed, the triangle may be placed near the diagram, detail, section or plans title. A triangle will be placed near each item when only a few items are revised, added or deleted. The triangles will contain the same number as the As-Built revision on that sheet.

(See Attachment 4.)

Changes, additions or deletions will immediately be noted on each of the working as-built set by redline process. No other marks, doodles, notes, or annotations shall be put on these sets of working as-built prints. All changes from the contract plans, which are made in the work, or additional information which might be uncovered in the course of construction will be accurately and neatly recorded as they occur by means of details and notes.

All changes and/or required additions to the paper prints will be clearly identified in color contrasting to black, as follows:

Colors shall be the "base" colors of red, green, and blue. Color code for changes shall be as follows:

(1) Deletions (red) - Deleted graphic items (lines) shall be colored red with red lettering in notes and leaders.

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Rev 1

(2) Additions (Green) - Added items shall be drawn in green with green lettering in notes and leaders.

(3) Special (Blue) - Items requiring special information, coordination, or special detailing or detailing notes shall be in blue.

The working as-built sets will be annotated in as much detail as necessary to clarify exactly what construction changes were performed.

3. Transfer the changes from the working as-built marked prints to the "as-designed" electronic CADD files.

The contractor will transfer the changes from the working as-built marked prints to the original electronic CADD files on a monthly basis. Final as-built drawings shall be prepared after the completion of each definable feature of work as listed in the Contractor Quality Control Plan (Foundations, Utilities, Structural Steel, etc., as appropriate for the project).

If Project feature complete, goto task #4. Otherwise, goto task #2.

4. Submit As-Built drawings for review.

The contractor shall submit the Final As-built conditions on a new CD to the Resident Engineer in the customer specified electronic format as a Government, District Office Approval (G, DO) required submittal.

Resident Engineer

5. Review As-Built drawings.

The Resident Engineer and the Contractor will jointly review the working as-built marked prints, printouts from working as-built CADD file drawings, and final as-built drawings for accuracy and completeness, prior to submission of each monthly pay estimate. Monthly review of working as-built CADD printouts shall at minimum cover all sheets revised since the previous review.

If As-built OK, goto task #7. Otherwise, goto task #6.

6. Note required corrections on submittal and return to Contractor.

Goto task #3.

7. Notify Contractor of submittal acceptance.

If Final Submittal, End of activity; Goto Managing As-Built & As-Constructed Drawings [PROQ08L0]. Otherwise, goto task #2.

Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division

Rev 1

Flow Chart Preparing As-Built Drawings

PROP09L0

Start

Contractor Print two sets of paper drawings & Specs for working as-built. (1)

Contractor Mark working as-built set to show changes, additions or deletions. (2)

Contractor Transfer changes from working as-built marked prints to "as-designed" electronic CADD files. (3)

Proj feature complete?

Contractor Submit As-Built drawings for review.

(4)

Resident Engr Review As-Built drawings. (5)

As-built OK?

Resident Engr Note required corrections on submittal & return to Contractor. (6)

Resident Engr Notify Contractor of submittal acceptance. (7)

Final Submittal?

End

PROQ08L0

A

B

B

A

Y

N

Y

N

Y

N

Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division

ATTACHMENT NO. 5

MILCON PROJECT CLOSEOUT

(RED ZONE MEETING)

SAMPLE

Red Zone Meeting Checklist

Date:_____________

Contract No.

Description / Location

Contractor Contracting Officer

Action Completion Milestone √

Inspections Fire

Safety Pre-final

Mechanical Test & Balance Commissioning Landscaping Complete Beneficial Occupancy Date (BOD) Furniture Installation Comm Installation As-Built Contract Drawings Provide all O&M manuals, tools, shop drawings, spare parts, etc. provided to customer

Provide Warranty documents to Customer

Contract completion Final Inspection User move-in DD Form 1354, Transfer of Real Property completed & signed

Ribbon cutting DD Form 2626 - Construction Contractor Performance Evaluation

DD Form 2631 – A-E Performance Rated after Construction

Final Payment Completed Release of Claims Return of Unobligated Funds Move Project from CIP to General Ledger

Financial completion

ATTACHMENT NO. 6

DRAWINGS

ATTACHMENT NO. 7

DRAWING FORMAT

ATTACHMENT NO. 7

DRAWING FORMAT

1.0 Policy: Drawings shall be prepared in accordance with the applicable provisions of the “A/E/C CADD Standard, Release 3.0” dated September 2006 except as noted herein for title block/borders, drawing size, and file naming conventions. The A/E/C CADD Standard, Release 3.0 is available for download at:

https://cadbim.usace.army.mil/default.aspx?p=s&t=13&i=4

2.0 Title and Border Sheets: Current, standard CADD title blocks and border files used by Sacramento District for contract documents can be downloaded from:

http://www.spk.usace.army.mil/organizations/cespk-ed/SPKCADD/AutoCAD/autocad.html

See the drawings at the end of this attachment to clarify who and what titles should be shown in the title blocks, including “Drawn By”, “Designed By”, “Reviewed By” and “Submitted By”. Border sheets have an instruction layer that enumerates the various layers and settings required for the Proposer to set.

3.0 Drawing Size: The paper size for drawings shall be 22 inches x 34 inches and Sacramento District border sheets reflect this size. The border size provided conveniently reduces to half size 11 inches x 17 inches and will successfully plot from a standard laser printer that supports 11” x 17” paper.

4.0 File Naming Convention and Directory Structure: File names for this project shall be as indicated at the end of this paragraph, and conform to the A/E/C CADD Standard. See the CADD Directory Structure listing at the end of this paragraph for an example of the recommended organization of electronic files delivered to the Sacramento District. This is Sacramento District’s interpretation of the current A/E/C CADD Standard.

4.1 Production Drawings: Production drawings shall be stored under files names consisting of the number sequence 193 followed by a letter and hyphen (-) to indicate design discipline that produced the sheet as follows (page 13 of the A/E/C CADD Standard (Release 3.0)); Drawing organization shall conform to this order:

G General V Surveys B Geotechnical C Civil L Landscape S Structural A Architectural I Interior Design Q Equipment F Fire Protection P Plumbing M Mechanical E Electrical T Telecommunications

Sheet type shall be indicated by the following Sheet Type Designators (page 22 of the A/E/C CADD Standard (Release 3.0)):

0 General (Symbols, Legends, Notes, etc.)

1 Plans (horizontal views)

2 Elevations (vertical views) 3 Sections (sectional views) 4 Large Scale Views (enlarged plans, elevations, or sections that are not details) 5 Details 6 Schedules and Diagrams 7 User Defined 8 User Defined 9 3D Representations (isometrics, perspectives, photographs)

The complete drawing sheet file name will thus conform to the following:

109 Project Code A- Discipline Designation 1 Sheet Type Designator 01 Sheet Sequence Number XXX User Definable .DWG CADD File Extension

Example: 109C-101XXX.dwg Civil Site Plan 109A-101XXX.dwg Architectural Key Plan 109A-203XXX.dwg Intermediate Architectural Elevations 109A-515XXX.dwg Architectural Detail Sheet (all drawing sets must start with the number 1, i.e. 101, 201, 301, etc. Use of 00 as in 000, 100, 200, 300 is prohibited.)

109A-620.XXX.dwg Possible Door Schedule Sheet

4.2 Reference File Drawings: Reference file drawings of floor plans, elevations, sections, etc., used to generate production drawings shall be stored under file names consisting of the number sequence 109 followed by a letter to indicate design discipline that produced the sheet as indicated in Table 2-1 (page 13 of the A/E/C CADD Standard). The naming convention includes a hyphen ( - ) and a Model File Type designator (Table 2-2, page 13 of the A/E/C CADD Standard):

Model Type Designators include the following (additional designators may be found on pages 14 through 16 of the A/E/C CADD Standard.):

FP Floor Plan EL Elevation SH Schedule SC Section PR Profile LG Legend DG Diagram DT Detail 3D Isometric/3D

The complete reference file (model file) drawing name will thus conform to the following:

109 Project Code A- or -A- Discipline Designation (note: some CADD software programs automatically place a hyphen before the discipline designator as in -A-; this is acceptable, as long as all reference files are named consistently.)

FP Sheet Type Designator XXXX User Definable

.DWG CADD File Extension

Example: 109-A-FPXXXX.dwg Architectural Reference Plan 109-A-ELXXXX.dwg Architectural Reference Elevations 109-A-SCXXXX.dwg Architectural Reference Building Sections 109-A-SHDXXX.dwg Architectural Reference Door Schedule

Sheet 109-A-FPXXXX.dwg would be used to create the production drawing of the floor plan, Area ‘A’ named: 109A-101XXX.dwg.

5.0 Layer/Level Convention, Line Symbologies, Font Libraries and Color/Pen Tables: The Architect-Engineer shall use the AIA version of the CADD layer/level convention, line symbologies (including layer color, line weight, and line type), font libraries (restrict font usage on drawings to AutoCAD font Romans (Roman Simplex), with a 0.8 width factor and Arial Bold for title sheet fonts), and color tables as indicated in the current adopted version of the A/E/C CADD Standards manual.

6.0 Hard Copy Data to be Included: Existing hard copy data to be included in construction drawings shall be scanned to raster format (however, vectorized is preferred), and incorporated into the electronic files or may be included as references following the reference file paragraph above.

7.0 Plot Configuration Documentation: The plot configuration file for each drawing shall be provided. This ASCII text format documentation shall include the plotter configuration (e.g., name and model of plotter, pen settings, colors, widths, drawing orientation, drawing size, and other special instructions). Acceptable plot configuration or plot documentation files end in the following file extensions:

*.pcp, *.pc2, or *.pc3.

ECIP Solar Generation Installation Presidio of Monterey, CA

ATTACHMENT 8

FITNESS CENTER AS-BUILT DRAWINGS

ECIP Solar Generation Installation Presidio of Monterey, CA

ATTACHMENT 9

POM EXTERIOR LIGHTING BOLLARD LAYOUT

TECHNICAL SPECIFICATIONS

ECIP Solar Generation Installation @ POM, CA 1774

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 SCRAP MATERIAL

1.2 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.3 PRICING OF CONTRACTOR-FURNISHED PROPERTY

1.4 TEMPORARY ELECTRIC WIRING

1.4.1 Temporary Power and Lighting

1.4.2 Construction Equipment

1.4.3 Circuit Protection

1.5 UTILITIES NOT SHOWN

1.6 GENERAL SAFETY REQUIREMENTS

1.6.1 General

1.6.1 [Enter Appropriate Subpart Title Here]

1.7 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.8 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.9 EQUIPMENT DATA FORM

1.10 SPECIAL CONSTRUCTION PROCEDURES

1.11 SITE CONDITIONS

1.12 SALVAGE RIGHTS, WOOD PRODUCTS

1.13 HAUL ROUTE PLAN

1.14 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS (1985 JAN HQ USACE)

1.15 AFTER AWARD DOCUMENTS(Contractor Prepared)

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

01 00 00- 1

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 SCRAP MATERIAL

Materials specified to be removed and become the property of the Contractor are designated as scrap, and the Contractor, by signing this contract, hereby acknowledges that he has made due allowance for value, if any, of such scrap in the contract price.

1.2 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Prior to completion of the contract, the Contractor shall obtain and furnish to the Contracting Officer's representative written guarantees for all the equipment and/or appliances furnished under the contract. The Contractor shall furnish with each guarantee: The name, address, and telephone number of the guarantor's representative nearest to the location where the equipment and/or appliances are installed, who, upon request of the Using Service's representative, will honor the guarantee during the guaranty period and will provide the services prescribed by the terms of the guarantee.

1.3 PRICING OF CONTRACTOR-FURNISHED PROPERTY

At the request of the Contracting Officer, the Contractor shall promptly furnish and shall cause any subcontractors to furnish, in like manner, unit prices and descriptive data required by the Government for property record purposes of fixtures and equipment furnished and installed by the Contractor.

1.4 TEMPORARY ELECTRIC WIRING

1.4.1 Temporary Power and Lighting

The Contractor shall provide construction power facilities in accordance with the safety requirements of the National Electrical Code NFPA No. 70 and the SAFETY AND HEALTH REQUIREMENTS MANUAL EM 385-1-1. The Contractor, or his delegated subcontractor, shall enforce all the safety requirements of electrical extensions for the work of all subcontractors. All work shall be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the Contracting Officer.

1.4.2 Construction Equipment

In addition to the requirements of EM 385-1-1, SAFETY AND HEALTH REQUIREMENTS MANUAL, all temporary wiring conductors installed for operation of construction tools and equipment shall be either Type TW or THW contained in metal raceways, or may be multiconductor cord. Temporary wiring shall be secured above the ground or floor in a workmanlike manner and shall not present an obstacle to persons or equipment. Open wiring may

01 00 00- 2 only be used outside of buildings, and then only in strict accordance with the provisions of the National Electrical Code.

1.4.3 Circuit Protection

In addition to the present requirements in EM 385-1-1 and the National Electrical Code, all 15 and 20-ampere receptacle outlets used for obtaining power during construction shall have ground fault circuit interrupters (GFCI) for personnel protection. Block and brick saws shall also be equipped with GFCI. The Contracting Officer may allow an exception to this requirement for circuits for concrete vibrators or circuits operating at other than 60 Hertz normal (in both cases an assured grounding program as described in the National Electrical Code, except utilizing the daily inspection frequency of the grounding means of such equipment, may be permitted). The assured grounding program will not be permitted as a substitute for usage of GFCI'S except as described above. All generator-powered 15- and 20-ampere, 60 Hertz receptacle outlets shall have GFCI'S, and shall be properly grounded. A testing means shall be provided which will impose a measured fault of 5 milliamperes, plus or minus 1 milliamperes, and result in tripping the GFCI unit.

1.5 UTILITIES NOT SHOWN

If the Contractor encounters, within the construction limits of the entire project, utilities not shown on the plans and not visible as to the date of this contract and such utilities will interfere with construction operations, he shall immediately notify the Contracting Officer in writing to enable a determination by the Contracting Officer as to the necessity for removal or relocation. If such utilities are removed or relocated as directed by the Contracting Officer, the Contractor shall be entitled to equitable adjustment for any additional pertinent work or delay.

1.6 GENERAL SAFETY REQUIREMENTS

1.6.1 General

For information regarding General Safety Requirements refer to Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

1.6.1 [Enter Appropriate Subpart Title Here]

1.7 PLANNED UTILITY OUTAGES AND STREET CLOSURES

All utility outages and street closures shall be of as short a duration as possible and shall be scheduled as far in advance as possible with the Contracting Officer, in no case less than 14 days before the outage or closure. The Contractor shall obtain in writing from the Contracting Officer a statement or schedule giving the permissible times of outages or closures for particular installations and the maximum time allowed for each. The Contractor shall strictly observe such schedules and will be held responsible for any violations. Before any outage or closure is scheduled, the Contractor will: 1) Have all approved materials necessary for the outage on hand, 2) Have completed, tested and been

01 00 00- 3 inspected by the Construction Quality Control Representative all preliminary work, 3) Prepare an accepted hazard analysis in accordance with section "ACCIDENT PREVENTION", 4) Have all permits and personnel qualifications on hand, 5) Have held a joint inspection with a representative of the Contracting Officer and the Construction Quality Control Representative.

All Street closures shall be coordinated with the Presidio of Monterey Police, Building 4468 on the Ord Military Community, and (831) 242-7851 / 7852 and Directorate of Public Works, Building 4455 @ (831) 242-6315 / 6837 on the Ord Military Community.

1.8 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

(A) This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the CONTRACT CLAUSE, Section 00700, entitled "DEFAULT (FIXED-PRICE CONSTRUCTION)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

(B) The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

PRESIDIO OF MONTEREY/MONTEREY

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

(06) (05) (05) (04) (01) (00) (00) (00) (00) (01) (04) (05)

(C) Upon acknowledgement of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

(ER 415-1-15, 31 OCT 89)

01 00 00- 4

1.9 EQUIPMENT DATA FORM

In conjunction with paragraph, EFARS 52.231-5000 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE, in Section 00800, the Contractor shall furnish SPK Form 450 for all necessary equipment to perform work requiring adjustment of contract price and shall submit these forms with the modification proposals. A sample form is at the end of this section.

1.10 SPECIAL CONSTRUCTION PROCEDURES

(A) Project Site:

This paragraph specifies limited Contractor use of federal property for yard and office. Requirements are as follows:

(1) The site and facilities provided to the Contractor shall be used only in connection with the contract and only for the term of the contract.

(2) Site shall be maintained in a clean condition; trash and debris shall not be permitted.

(3) Site and facilities shall be returned in satisfactory condition before transfer of construction, unless prior arrangement has been made.

(4) Maps and drawings are available to the Contractor from the Directorate of Public Works at 4455 Gigling Road, Ord Military Community, Seaside, California.

(5) The DPW shall review lighting and plumbing fixture submittals to insure that equipment and devices being installed are consistent with ongoing energy and water saving policies and equipment standards. POC is Mr. Dennis Oaks (831-242-6315).

Energy and water conservation shall be practiced by the Contractor. Major energy and water savings retrofit projects have been undertaken at Ord Military Community and Presidio of Monterey. It is requested where possible new designs shall incorporate the same energy and water savings technologies.

Cut sheets and submittals are available at the DPW. POC is Mr. Dennis Oaks (831-242-6315).

(6) The contractor, at the contractor's expense, shall be responsible to obtain mark and locate services (USA NORTH at 1-800-227-2600) and submit written proof of compliance to the DPW no less than three working days in advance of scheduled ground work. Mr. Dennis Oaks (831-242-6315) is the DPW POC for water, sewer, electricity, and natural gas and Mr. Jeffrey Demayo (831-242-5500) is the DOIM POC for telecommunications.

Additionally, the contractor shall notify the DPW no less than 21 calendar days prior to his request for a scheduled utility service outage. In all cases where underground utility services are anticipated and/or in cases where there is uncertainty of the existence of underground services, the contractor or his sub contractors shall pot hole the location(s) using non-mechanical excavation methods. Any damage to underground utilities shall be the responsibility of

01 00 00- 5 the contractor to repair to the satisfaction of the DPW. The contractor shall be responsible for incidents and expense arising as a result of careless equipment use or inappropriate hand digging if underground utilities were previously indicated on maps, were indicated by paint, or when the contractor has been verbally advised of the possible presence of unmarked/unmapped underground utilities by members of the Installation staff or their representatives.

(7) Access to the installation is granted by application to the Installation Physical Security personnel. All Contractor personnel must submit personal data and be placed in an access roster or provided a Government ID card prior to gaining access to the installation.

Effective 27 July 09, all Applications for Installation Access will be submitted using the updated POM Form 7 dated July 2009 (attached at end of Section 01 00 00). The POM Form 7 is also located on the Intranet.

All requests will be emailed to:

PRES.InstallationAccess@conus.army.mil. To facilitate tracking and to expedite the routing of all requests, faxes and hand carried requests will no longer be accepted. The subject line in the email request should reflect Installation Access Request. Guidance for Access Procedures is attached.

Sending your requests to this email address will assist in streamlining the process and ensure that your requests get routed to the correct personnel. Any questions related to the processing of the request should be directed to the Physical Security branch by the sponsor to 242-4664 or 242-7733.

Access applicants should direct questions to their sponsor.

Supporting Documents:

Please note that sponsors who are requesting a BIDS card for their spouses who have a different last name will need to provide a copy of their marriage certificate.

If the applicant is not a US Citizen, all requests must include a copy of their resident card, foreign passport, or visa.

Incomplete requests will be returned. Due to an upgrade in BIDS, a social security number and dates of birth are now required for sponsors requesting a BIDS card. This does not apply to access roster requests. This requirement will be eliminated from BIDS in the near future. Access roster requests do not require a social security number or date of birth.

The Approving Authority Use Only section at the bottom of Page 2 will be left blank. Designated approving officials will sign this section.

01 00 00- 6

(8) Submittals: The Directorate of Public Work shall review and coordinate all environmental permit applications. POC is Ms. Lenore Grover-Bullington (831-242-7925) and/or Ms.

Tania Leisten (831-242-4132).

(9) Planned utility outages and street closures: Notify Contracting Officer 28 calendar days prior to closure. The contractor, at the contractor's expense, shall be responsible for back-up power supply during scheduled or unscheduled outages.

(10) Contractor shall coordinate and pay MRWPCA fees. Back copy DPW with permits and final inspection documents.

Contractor to coordinate payment of fees and permit submittal to MRWPCA with DPW (POC is Mr. Dennis Oaks 831-242-6315).

(11) Material Safety Data Sheets (MSDS) shall be provided to DPW (POC is Ms. Lenore Grover-Bullington (831-242-7925 for review Prior to commencement of work and prior to bringing a hazardous material on the Installation.

(12) The DPW shall review lighting and plumbing fixture submittals to ensure that equipment and devices being installed are consistent with ongoing energy and water saving policies and equipment standards. POC is Mr. Dennis Oaks (831-242-6315).

(13) The Superintendent shall not be the full time Safety Officer.

This project requires a full time independent Safety Officer with no other duties assigned. The Safety Officer shall meet all the health and safety requirements contained in Section 01 35 29 of this solicitations.

(14) A recycling and solid waste minimization plan and non-hazardous solid waste diversion reports shall be included in the Environmental Protection Plan and submitted to the Contracting Officer as well as POM DPW (Ms. Lenore Grover-Bullington (831-242-7925)and DPW Environmental Division. (Note: A 50% minimum diversion of construction and demolition [C&D] waste by weight is required from landfill disposal.)

(15) Contractor shall utilize Monterey City Disposal Service for removal of solid waste debris. POC is Angela Brantley at 831-646-5662.

01 00 00- 7

(B) PARTNERING

The Government intends to encourage the foundation of a cohesive partnership with the Contractor and its subcontractors. This partnership will be structured to draw on the strengths of each organization to identify and achieve reciprocal goals. The objectives are effective and efficient contract performance and are intended to achieve completion within budget, on schedule and in accordance with plans and specifications.

To implement this partnership initiative, the Contractor shall arrange, within 60 calendar days of Notice To Proceed, a one-day partnership development seminar/team building workshop that will cover at a minimum the following elements: Commitment, Trust, Communication, Roles & Responsibilities, Timely Responsiveness, Mutual Goals, Conflict Management, Dispute Resolution and project specific issues. The Contractor shall arrange for a meeting location to accommodate at least 40 people (i.e. made up of the Contractor's key on-site personnel, key subcontractors and key Government personnel) and hire a Facilitator to conduct the workshop. A Team Charter, along with a Workshop Report, shall be developed and distributed to each participant at the conclusion of the workshop.

1.11 SITE CONDITIONS

The native surface soils at Presidio of Monterey are generally an aeolian soil (silty sand, sandy silt). This overlies residual soil (clayey sand or sandy clay) on bedrock. The bedrock is of varying degrees of weathering depending upon relative location to drainage features, fractures, joints and susceptibility of rock to weathering. Consequently the subsurface profile can be quite irregular and erratic even over short horizontal distances. Also, it is not unusual to find lenses, ledges or boulders of fresh rock and zones of weathered rock within the soil mantle well above the general "fresh" bedrock level. Based on our experience, soil and weathered rock that causes refusal of the standard penetrometer advancement can normally be excavated with conventional construction machinery. To effectively remove soil or weathered rock that cause refusal of the standard penetrometer requires equipment with ripping implements.

Furthermore, our experience has shown that material encountered during explorations that causes auger refusal (rock) generally requires blasting, pneumatic hammering or other methods for efficient removal. This is particularly true of excavations within confined areas. Depending on several factors such as joints, fractures, bedding, equipment, skill of equipment operators, etc. it may be possible to remove some "auger refusal" materials by ripping. This contract calls for Contractor to excavate any material (soil, weathered rock, or rock) to the specified grades regardless of the type of materials encountered. No additional money will be paid for excavation of rock to a point 6 inches below indicated depth.

(A) The aeolian soils at the Presidio of Monterey are moderately permeable and offer little resistance to percolation, however the underlying residual soils are highly impermeable and block percolation.

Although ground water was not observed in all the borings, after periods of rainfall the interface between the aeolian and residual soils often becomes saturated. As with most soils this increased moisture results in a soil with lower shear strength and potentially may become unstable when overstressed by heavy construction equipment. To minimize the amount of overstressing it is necessary to use light construction equipment to remove and transport the soil. This contract requires the Contractor to excavate all material to the required grade regardless of its classification or

01 00 00- 8 moisture state. Materials found to be potentially unstable or unstable, beyond the limits of required excavation, shall be removed and replaced as stated in Division 2 - Site Work, hereinafter.

1.12 SALVAGE RIGHTS, WOOD PRODUCTS

All wood and debris becomes the Contractor's property. .

1.13 HAUL ROUTE PLAN

This plan shall include offices, material storage areas and structures and the access routes to these areas. Haul routes from the sites through the military reservations to major highways shall be indicated. All required traffic signs, special limits, warning devices, lighting and other such safety devices required by EM 385-1-1, OSHA, local cities and Cal Trans (on state roads) shall be shown. Provisions shall be made in the plan for alternate routes when excavations block designated haul routes. The plan shall be revised and resubmitted if the haul routes being used are not as shown on the plan.

(A) Coordination with Technical Specifications:

Work for sections such as Demolition, Grading, Tree Removal and other sections with excavations shall be coordinated with this plan.

(B) Protection of Land Resources:

This Haul Plan shall include the requirements of SECTION: 01 57 20.00 ENVIRONMENTAL PROTECTION especially paragraph, PROTECTION OF LAND RESOURCES…