Att 10 - Camp Pendleton Requirements.pdf

CAMP PENDLETON

REQUIREMENTS

NOVEMBER, 2012

Stephen H. Pitman, CDR, CEC, USN Public Works Officer

MCB Camp Pendleton

Date Signed

CPR- NOVEMBER 2012 Page 2

TABLE OF CONTENT

CAMP PENDLETON REQUIREMENTS

“ITALIC” FONT INDICATES REVISION TO PREVIOUS EDITIONS OF CPR.

DIVISION

SECTION

CAMP PENDLETON REQUIREMENTS PAGE

010000 LOCATION OF UNDERGROUND UTILITIES 5

011400 BUSINESS PASS AND RAPIDGATE 6

013300 SUBMITTAL DISTRIBUTION 7

013300 SPECIFICATIONS FOR DIGITAL DATA 10

013500 RANGE SAFETY REQUIREMENTS 13

017830 AS-BUILT DRAWINGS 14

018000 ADA ROOM REQUIREMENTS FOR BEQ 16

018113 LEED ACCEPTABLE STRATEGIES/LEED-NC v2.2

AND LEED-NC v3.0

101426 BUILDING PLAQUE 22

142000 ELEVATOR CONSTRUCTION REQUIREMENTS 22

220101 UTILITY REQUIREMENTS 26

220519 BASE UTILITY METERS 26

220520

BASE INFORMATION SYSTEM ACCREDITATION 30

221110 & 221113

POTABLE WATER REQUIREMENTS 31

221316 WASTE WATER REQUIREMENTS 41

221317 RECYCLED WATER 45

CPR- NOVEMBER 2012 Page 3

230000 GENERAL MECHANICAL REQUIREMENTS 45

230515 FOUR PIPE SYSTEM FOR NEW BEQ 46

230900 DIRECT DIGITAL CONTROL SYSTEMS 48

231110 ABOVEGROUND STORAGE TANKS 48

234100 NATURAL GAS REQUIREMENTS 49

235200 BOILER REQUIREMENTS 52

235233 LOW PRESSURE WATER HEATING BOILERS 53

260400 ELECTRICAL REQUIREMENTS 56

263213 DIESEL GENERATOR REQUIREMENTS 64

271300 & 271500

COX COMMUNICATIONS REQUIREMENTS 64

271300 & 271500

STRUCTURED TELECOMMUNICATIONS CABLING

AND PATHWAY SYSTEM

271400 TELECOMMUNICATIONS BUILDING REQUIREMENTS 75

275116 & 211313

FIRE PROTECTION & SECURITY REQUIREMENTS

FOR FIRE SPRINKLER AND MASS NOTIFICATION

312100 UTILITY TRENCH DETAIL 86

334000 STORMWATER 86

334001 STORMWATER DESIGN STANDARDS 90

334002 STORMWATER COLLECTION/CONVEYANCE

SYSTEM

334003 GEOTECHNICAL CONSIDERATIONS FOR

STORMWATER

CPR- NOVEMBER 2012 Page 4

334004 STORMWATER BEST MANAGEMENT

PRACTICES (BMP)

334005 MANUFACTURED TREATMENT AND

DETENTION BMPS

334006 WARRANTY, TESTING AND INSPECTION OF

STORMWATER FACILITIES

334007 SPECIAL CONSIDERATIONS FOR

STORMWATER

334008 BASE EXTERIOR ARCHITECTURE PLAN (BEAP)

CONSIDERATIONS FOR STORMWATER BMPS

REFERENCE

STANDARDS

REFERENCE STANDARDS 104

POINT OF

CONTACTS

CAMP PENDLETON POINT OF CONTACTS

INFORMATION

APPENDIX BEAP ADDENDA 107

MARINE CORP LOGO 142

LANDSCAPE GUIDELINES 143

INTERIOR DESIGN STANDARDS 150

OMSI-OPERATION AND MAINTENANCE

SUPPORT INFORMATION

NCTD-PIPELINE CROSSING RAILWAY RIGHT-

OF-WAY

THREE MILE PIT 192

CPR- NOVEMBER 2012 Page 5

(September 2012)

THE FOLLOWING CATEGORIES ARE BASED ON CSI 33 DIVISION SPECIFICATION

ORGANIZATIONS. THEY CONTAIN DESIGN AND SPECIFICATION ISSUES THAT SHOULD

BE ADDRESSED DURING THE PREPARATION OF CONSTRUCTION DOCUMENTS OR

RFP’S FOR WORK AT MCB CAMP PENDLETON.

010000 LOCATION OF UNDERGROUND UTILITIES

SUMMARY OF WORK should be considered to cover such items such as location of underground utilities. Add Utility Coordination Report to Submittal paragraph. It should be annotated “G” for Government review.

1. Location of Underground Facilities/Utilities Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated [or discovered during scanning] in locations to be traversed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

2. Coordination after contract award and prior to commencement of any clearing and grubbing, trenching, boring, earthwork, pile driving, or other operation that may damage underground utilities, the Contractor shall provide his own utility locator services. The Contractor shall review all available As-built Base Facility Drawing(s) for the area under construction. These drawings are located at the Facility Maintenance Office (Building 2296); telephone number (760) 725-3638. Request to review these drawings must be submitted to FMO, with a copy furnished to the Contracting Officer, at least fifteen working days in advance of the date when the Contractor desires to review these drawings. The Contractor shall coordinate the utility locating service with other applicable activities and agencies including but not limited to Camp Pendleton Base Communications (Building 2459), telephone number (760) 725-3101 and DIG ALERT at telephone number 1 (800) 422-4133.

3. Utility Location Coordination Report When utility location is furnished; the Contractor shall submit a report outlining the activities and agencies contacted. The DIG ALERT inquiry identification shall be provided in the report. No activity that could damage the underground utilities may begin until the Contracting Officer approves the coordination report.

BROKEN UTILITIES

1. Contractors shall be required to submit an Emergency Utility Repair Plan prior to being allowed to perform any excavation. Emergency shall be defined as the interruption of any and/or damage of any utility service. Including but not limited to the spill, or potential spill of any fuel oil, gas, potable water, sewage effluent, raw sewage, or storm water outside of system facilities.

2. The Emergency Utility Repair Plan shall include the following elements:

a. Equipment list of available pumps with sizes, excavation equipment, tools, and repair materials that are available onsite.

b. Labor force that will be available as a minimum to respond to emergencies.

c. Site-specific plan for locating, potholing, protecting, avoiding, and repairing any damage caused to existing, or newly installed utilities.

CPR- NOVEMBER 2012 Page 6

d. Include the same level of detail for any subcontractors that will be performing work involving excavation.

e. Include a description of any planned effort that would involve bringing in subcontractor personnel to respond to emergencies.

f. The Plan shall be subject to approval by the Contracting Officer.

3. The Contractor shall demonstrate in his Emergency Utility Repair Plan that they are capable of responding to utility interruptions that could be caused by their construction operations or impacts from them. Immediately upon discovery of the situation, the Contractor shall react in a way that will minimize utility interruptions, releases, spills, impacts to utility customers, and potential for fines or notices of violations. In no case will repairs be left to be resolved the next day without the approval of the Contracting Officer.

4. The Contractor’s Emergency Utility Repair Plan shall address the above items for each utility potentially impacted by construction, crossed by excavation, or known to be in the area but possessing properties that cause difficulties in identification of the exact location.

5. In the event that a utility is broken, all repairs affected will be the responsibility of the

Contractor. The Contractor shall repair any damage to those facilities under the supervision of a Title 17 Distributor Operator, including those that are the property of a third party, resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. If the Contractor fails or refuses to repair the damage promptly, the Contracting Officer may have the necessary work performed and charge the cost to the Contractor.

011400 BUSINESS PASS AND RAPIDGATE

Contractors must obtain a business pass or rapid gate depending on duration of expected work.

013300 SUBMITTAL DISTRIBUTION

1. Provide copies of each design submittal package for review to the following reviewers as Design Distribution List and Point of Contact Maps. Check with PWD project leader for this solicitation and proper distribution per project.

CPR- NOVEMBER 2012 Page 7

BUILDING DESIGN SUBMITTAL DISTRIBUTION LIST

PUBLIC WORKS OFFICE, MCB, CAMP PENDLETON

From:

THE FOLLOWING IS DISTRIBUTION LIST FOR THE DESIGN

SUBMISSION FOR PWO CONCERNED OFFICE.

PHONE:

FAX:

DATE:

PROJECT

NO.:

PROJECT TITLE AND LOCATION:

TYPE OF REVIEW: UP

TO 100% SUBMITTAL

& FINAL SUBMITTAL

DISTRIBUTION DESIGN SUBMITTAL FORMAT

UP TO

100%

FINAL

TO:

PWD: Project Leader

AC/S Facilities, PWD Arch/Eng Branch Bldg.220101T, Camp Pendleton, CA, 92055

½ Size- DRAWINGS CD- AUTOCAD and PDF drawings CD- PDF with Bookmark of SPECIFICATIONS, REPORTS, ELECTRONIC MEDIA, STORM

WATER DESIGN, ALL OTHERS

4 SETS 2 SETS

TO: Tony Ray

PWD: Planning Director AC/S Facilities, PWD Planning Branch Bldg. 220102T, Camp Pendleton, CA, 92055

½ Size DRAWINGS CD- PDF with Bookmark of SPECIFICATIONS 1 SET 1 SET

TO : Monique Ramirez AC/S Billeting (For BEQ project only) Bldg.1341, Camp Pendleton, CA, 92055

TO: Respective Area S-4 (or Camp Services) List to be provided by Project Leader

CD- PDF with Bookmark of SPECIFICATIONS

1 SET

TO: Ernest Grant FMD: Facilities Mgmt Specialist/Liason Office Bldg. 2291, Camp Pendleton, CA, 92055

TO: Chief Robert Johnson Fire Station: Chief

Bldg.22131 (2 nd

Flr), Camp Pendleton, CA 92055

TO: Paul Lane or Michael Peterson MCI West G-6: Engineering Draftsman/GIS Analyst Bldg.2456, Camp Pendleton, CA. 92055

TO:

AC/S Logistic: CMSC

Bldg.22105 (2 nd

Flr), Camp Pendleton, CA, 92055

FF&E Preliminary and Final Binder

1 SET 1 SET

TO: John Burke Environmental Security: NEPA Branch Head Bldg. 22165 (2 nd Flr) Camp Pendleton, CA, 92055

- 1 SET

TO:

ROICC Construction Manager ROICC Office, Bldg. 22101 Camp Pendleton, CA, 92055

½ Size- DRAWINGS CD- AUTOCAD and PDF drawings CD- PDF with Bookmark of SPECIFICATIONS, REPORTS, ELECTRONIC MEDIA, ALL OTHERS

3 SETS 3 SETS

TO: Larry E. Boyd Provost Marshals Office (PMO) Bldg. 1523 Camp Pendleton, CA. 92055 PMO will coordinate with SPAWAR

1/2 size drawings CD - PDF and AutoCad

CD only up until 50 %

CD plus drawings after 50%

CPR- NOVEMBER 2012 Page 8

CPR- NOVEMBER 2012 Page 9

CPR- NOVEMBER 2012 Page 10

013300 SPECIFICATIONS for DIGITAL DATA

Any maps, drawings, figures, sketches, geospatial data, spreadsheets, or text files prepared for this contract shall be provided in both hard copy and digital form. The hard copy deliverables are defined in another section of this SOW.

Text, Spreadsheet, and Database Files:

1. The Marine Corps standard computing software is Microsoft Office 2007. Final Reports and other text documents shall be provided in Microsoft Word 2007 format AND Adobe Portable Document Format (PDF). Spreadsheet files shall be provided in Microsoft Excel 2007 format. Databases shall be provided in Microsoft Access format, unless specified otherwise, as approved by the Government. Prior to database development, the Contractor shall provide the Government with a Technical Approach Document for approval, which describes the Contractor's technical approach to designing and developing the database. All text, spreadsheet, and database files shall be delivered on a Compact Disk read-only memory (CD-ROM), Digital Versatile Disc read-only memory (DVD-ROM) or portable external hard drive.

. Maps, Drawings, and Sketches (Digital Geospatial Data):

1. Geospatial Data Software Format:

Geographic data must be provided in a form that does not require translation, preprocessing, or post processing before being loaded to the Installation’s regionally hosted geodatabase. The Contractor shall validate any deviation from this specification in writing with the Government (Installation Geospatial Information & Services (IGI&S) Manager via the Project Manager). Digital geographic maps and the related data sets shall be delivered in the following software format:

a. CADD: All CADD data shall be provided in AutoCAD 2004 and shall be in the same projection and use the same coordinate system, datum, and units as stated below in the paragraph titled Geospatial Data Projection. Drawing files shall be full files, uncompressed, unzipped, and georeferenced.

-AND-

b. GIS: If the Subject Project is MILCON and/or utility project. Personal or file geodatabase format using ArcGIS 9.3. The geodatabase must be importable to a multi-user geodatabase using ArcSDE 9.3. The delivered data layer(s) shall be provided with x,y domain precision of 1000.

(NOTE: ArcGIS and ArcSDE are geographic information system software produced by the Environmental Systems Research Institute (ESRI) of Redlands, California.

AutoCAD is software produced by Autodesk, Inc.)

2. Geospatial Data Structure:

a. GIS Data Sets: When developing/delivering geospatial data, the Contractor shall develop the initial structure consistent with the most current version of the Camp Pendleton Data Model. The Camp Pendleton Data Model shall be followed for geospatial database table structure, nomenclature, and attributes. The Government may approve modifications to the Camp Pendleton Data Model if it is determined that the Camp Pendleton Data Model does not adequately address subject datasets. Copies of the Camp Pendleton Data Model may be obtained by contacting the Camp Pendleton GIS Office via phone at Phone 1- 760-763-1891.

-AND / OR-

CPR- NOVEMBER 2012 Page 11

b. CADD Drawings/Data: The Contractor shall develop all CADD data in conformance with the latest version of the following standards and policies:

- U. S. National CADD Standards (NCS)

- CADD/GIS Technology Center’s AEC CADD Standards (https://tsc.wes.army.mil)

- NAVFACINST 4250.1, Electronic Bid Solicitation

3. Geospatial Data Projection:

a. Geographic data (regardless of format) shall be provided in U.S. Survey Feet and projected into the California State Plane, Zone VI, FIPS 0406 projection system.

The maps and data shall use the GRS 1980 spheroid and the North American Datum 1983/World Geodetic System 1984 (NAD83/WGS84). Epoch 1991.35 shall be used the vertical datum used is NAVD88. This projection requirement applies to all GIS data layer deliverables as well as all CADD drawings such as as-designed and as-built project plans. Each data set shall have a projection file if appropriate based on format.

4. Geospatial Data Collection:

a. Survey grade Global Positioning System (GPS) data collection shall be performed when specified in the statement of work or if the Subject Project is a MILCON and/or utility project. Survey grade GPS data collection shall at a minimum use the Geoid2003 CONUS epoch and spatial accuracy requirements for survey grade are 95 % of GPS points are within

6 centimeter. Every effort shall be made to capture feature locations without using offsets unless obstructions are present.

b. All final GPS data collection activities shall be logged with the MCB Camp Pendleton GIS Office prior to initiation (temporary benchmarks set up for site work do not need to be logged). GPS data collection shall tie into the MCB Camp Pendleton GPS Base Station. Checks shall be made to existing Survey Control Monuments around the area of work (Control Coordinates, Maps & Monument Record Sheets are available from the GIS Office). All checks made to control points must be recorded and discrepancies noted in the deliverables. Data collected but not verified via this method will not be accepted for submittal.

5. Map Products and Support Files:

Finished map products, regardless of final print size, shall be presented separately in both hard copy and digital formats. The hard copy deliverables are defined in another section of this SOW. Final map products shall be delivered in the following digital formats:

a. PDF Format: Resolution of 300 dpi with no image compression. All fonts must be embedded. The Contractor shall only use fonts that are licensed and available for use by the Government.

b. JPG (Joint Photographic Experts Group) Format: Resolution of 96 dpi with 24-bit true color.

c. MXD (ESRI Map Document) Format: All maps constructed shall have the associated MXD delivered to allow for future printing and modification, as necessary, by the Government. MXDs shall use the ‘relative paths’ option. The Table of Contents (TOC) within the MXD shall be orderly, and contain a logical naming structure.

CPR- NOVEMBER 2012 Page 12

6. Geographic Data Documentation (Metadata):

For each digital file delivered containing geographic information (regardless of format), the Contractor shall provide documentation consistent with the GEOFidelis Metadata Guidelines, which follow Federal Geographic Data Committee (FGDC) Content Standards for Digital Geospatial Metadata (CSDGM). Both ‘Mandatory’ and ‘Mandatory as Applicable’ fields shall be completed for each geographic data set, as well as selected ‘Optional’ fields. The documentation shall include, but not be limited to, the following:

a. The name, description, abstract, and purpose of the data set/data layer.

b. The source of the data and any related data quality information such as accuracy and time period of content.

c. Descriptions of the receiver and other equipment used during collection and processing, base stations used for differential corrections, software used for performing differential corrections, estimated horizontal and vertical accuracies obtained, and conversion routines used to translate the data into final geographic data delivery format.

d. Details of all checks made to existing control points & any discrepancies noted.

e. Type of data layer (point, line, polygon, etc.).

f. Field names of all attribute data and a description of each field name.

g. Definition of all codes used in the data fields.

h. Ranges of numeric fields and the meaning of these numeric ranges.

i. The creation date of the map layer and the name of the person who created it.

j. A point of contact shall be provided to answer technical questions.

Metadata generation tools included in the ArcGIS suite of software (or equivalent technology) shall be used in the production of the required metadata in XML format.

Regardless of the tools used for metadata creation, the Contractor must insure that the metadata is delivered in XML format. Specific guidelines may be found within the GEOFidelis West Metadata Authoring Guide. A copy of the guide may be obtained by contacting:

GEOFidelis West Building 1160, Lower Level Room 6 Camp Pendleton, CA 92055

(760) 763-1891

(NOTE: The metadata should be formatted from the Installation database perspective, not the Contractor project perspective. Therefore such items as Point of Contact should be the Installation POC currently associated with the data and NOT the Contractor’s Project Manager. The Contractor shall use language and format consistent with existing Installation metadata.)

7. Geographic Data Review:

The digital geographic maps, related data, and text documents shall be included for review in the draft and final contract submittals. The data will be analyzed for discrepancies in subject content, correct format in accordance with these specifications, and compatibility with the existing GIS system. The Contractor shall incorporate review comments to data and text prior to approval of the final submittal.

8. Ownership:

All digital files, final hard copy products, source data acquired for this project, and related materials, including that furnished by the Government, shall become the property of the Installation and will not be issued, distributed, or published by the Contractor.

CPR- NOVEMBER 2012 Page 13

013500 RANGE SAFETY REQUIREMENTS

RANGE SAFETY REQUIREMENTS FOR ENTERING A TRAINING AREA OR RANGE

1. In order for the Contractor to work on a Range or in a Training Area, they shall have a certified Administrative Range Safety Officer (RSO) on-site whenever the site is occupied. The contractor shall do the following in order to obtain certification as a RSO and gain access to the site:

a. The person in charge of the site or another competent person that will be on site must pass a written examination. The test is based on information that is presented in the remote RSO Class on-line at:

https://pendleton.mciwest.nmci.usmc.mil/ot/rod/default.aspx. For persons that can only access the Base web site, watch the remote RSO Class on line at:

http://www.pendleton.usmc.mil/base/oandt/rod/index.asp.

Names of persons who successfully passed the written test will be posted on the RSO Roster on the Wednesday following the day of the test. The RSO Roster can be viewed at https://pendleton.mciwest.nmci.usmc.mil/ot/rod/default.aspx. If you do not have access to this site please call ((776600)) 772255--00335577 or e-mail::

PNDL_OTRANGEINSPECTORS@usmc.mil

b. Schedule the Range or Training Area (RTA) through their Base sponsor. Please allow a minimum of 30 calendar days to schedule a RTA.

c. Obtain a Camp Pendleton 1:50,000 Military Installation Map from your Base sponsor.

d. Obtain a radio compatible with the Range Operations Division (ROD) communication system. Obtain the radio from your Base sponsor.

e. Maintain a copy of a letter from the RSO’s company that names the RSO as a competent and knowledgeable person of the activities taking place on/in the RTAs of Camp Pendleton. A copy of the letter should be kept with the RSO and at the job site. The letter shall be on company letterhead signed by an officer of the company.

f. Gain positive communication prior to entering the RTA and maintain positive communication while in the RTA. Follow the directions of Range Control while in the RTA.

2. The written test is administrated on the third Thursday of each month. Testing takes place in the first floor classroom of Building 2399. There are three testing sessions, occurring at 08:00, 09:30 and 11:00. Testing is by appointment only. To obtain an appointment, e-mail PNDL OTRANGEINSPECTORS@USMC.mil or call (760) 725-0357,

(760) 725-3510, or (760) 725-4219. Class handout and “bubble sheet” can be obtained at the following web site: https://pendleton.mciwest.nmci.usmc.mil/ot/rod/default.aspx or HTTP://www.pendleton.usmc.mil/base/OandT/rod/index.asp. The hand out and bubble sheet will not be provided at the test session. Test attendees shall bring, to the class, picture ID, Base sponsor information (name of point of contact and Base unit name), pen or pencil.

3. Prior to entering any RTA site, the contractor and Base sponsor will ensure all areas requiring access have been properly scheduled and approved for the dates and times needed Failure to schedule these areas through ROD will result in access being denied from Range Control (LONGRIFLE) until proper scheduling of events has been completed. Contractor shall schedule the site through their Base sponsor.

4. The contractor and their employees shall not deviate from the assigned access route or the work site unless directed by Longrifle or other ROD official.

https://pendleton.mciwest.nmci.usmc.mil/ot/rod/default.aspx http://www.pendleton.usmc.mil/base/oandt/rod/index.asp https://pendleton.mciwest.nmci.usmc.mil/ot/rod/default.aspx mailto:PNDL_OTRANGEINSPECTORS@usmc.mil ../../Local%20Settings/Temporary%20Internet%20Files/Content.Outlook/JMLBDTA2/PNDL%20OTRANGEINSPECTORS@USMC.mil https://pendleton.mciwest.nmci.usmc.mil/ot/rod/default.aspx http://www.pendleton.usmc.mil/base/OandT/rod/index.asp

CPR- NOVEMBER 2012 Page 14

5. For non-company vehicles, the contractor shall obtain Privately Owned Vehicle (POV) placards from ROD. Placards will be issued only for truck type four-wheel drive vehicles.

These placards shall be placed in the front window of each POV whenever the vehicle is in a training area and/or on a range. To obtain a placard the contractor must provide the name of the driver of each vehicle; the year; make, and model of the vehicle; color; and license plate number. The amount of parking available at the project site may be limited for operational and safety reasons.

017830 AS-BUILT DRAWINGS

GENERAL DESIGN CONSIDERATIONS

The use of Section 017830 – CLOSEOUT SUBMITTALS should be considered to cover such items such as as-built drawings and stormwater closeout submittals.

Division 01 – GENERAL REQUIREMENTS

1.2.1 As-Built Drawings

1.2.1.1 In addition to the requirements of FAC 5252.236-9310, the Contractor shall be responsible for all of the following requirements.

a. Redlining - Notations are to be performed using the following color coding schemes:

1. Red - Indicates additions or corrections.

2. Green - Indicates deletions.

3. Yellow - Indicates correct information.

4. Blue/Black - Indicates information that may be helpful during incorporation of the mark-ups.

b. The contractor shall transform the redline drawings into record documents. The final record drawings shall be stamped and signed by a registered Architect or Engineer with formatting in accordance with the UFC 1-300-09N Design Procedures.

c. The final record drawings shall be turned over to the government at the pre-final inspection. Provide the government the following:

1. Provide additional sheets that contain all underground utilities. Provide 1 full size utilities sheet covered with plastic laminate.

2. Provide electronic copies in AutoCAD 2004 and Adobe PDF format, latest version.

3. Provide 4 Complete sets on CD-ROM.

4. Provide 1 set of redline drawings.

5. Provide cost data on the final cost of the project using table at end of this specification section.

d. Record Drawing Format: In addition to other record drawing document format requirements provide for the following:

DD Form 1354, transfer and acceptance of Real Property.

1. NAVFACSW PM is responsible to ensure the AE or in-house designers work includes DD Form 1354 deliverables at:

a. Draft DD Form 1354 at 100% design

b. Interim DD Form 1354 at BOD

2. NAVFACSW DM is responsible to assist the DOR in preparation of the Draft DD 1354 at 100% design and providing a copy to the Real Property Asset Officer

(RPAO)

3. NAVFACSW ROICC CM, during the Post Award Kickoff or Pre-Construction Conference, is to lay out expectations for DD Form 1354 deliverables at:

CPR- NOVEMBER 2012 Page 15

a. Draft DD Form 1354 at 100% design

b. Interim DD Form 1354 at BOD

4. CM, during the Red Zone Meetings, and at least 60 days prior to BOD, is to remind the construction contractor of requirements to provide the cost breakout per asset at least 30 days prior to BOD.

5. CM, 30 days prior to BOD, is to receive the Interim DD Form 1354 from the Contractor, review it and adjust for any modifications, and forward it to the RPAO with a copy to the PM.

The design team should be driving the Draft DD Form 1354, for delivery to the RPAO at the 100% design submittal. If it's missing, please push the DM to provide it. Per the contract, the Interim DD Form 1354 shall be submitted by the contractors at least 30 days prior to BOD. The NAVFAC SW PM is responsible for providing the Final DD Form 1354 to the RPAO when the contract is financially complete.

UFC 1-300-08 16 Apr 09 Change 1, Mar 10

CPR- NOVEMBER 2012 Page 16

018000 ADA ROOM REQUIREMENTS FOR BEQ

1. The Two (2) ADA Compliant Rooms required for a typical BEQ, whether new construction or major renovation should be located close to ADA Parking and/or Duty Desk.

018113 LEED ACCEPTABLE STRATEGIES

Due to functional constraints at MCB Camp Pendleton the following LEED points should be carefully considered:

PI Form 1: Minimum Program Requirements

#7. Must comply with a minimum Building to Site Ratio

The Base does not have set “property lines”, so the determination of the “2% of gross land area” becomes difficult. Per the Base Master Plan 1.1.1 “Basewide Master Planning Vision”, all projects must “Optimize land use allocation and facility siting by developing a logical and functional land use plan that maximizes real estate use for training; reduces building footprints;

improves efficiency; promotes land use compatibility; and permits future expansion.”

EA Credit 2: On-Site Renewable Energy

This credit can be obtained, and is encouraged , through the installation of renewable energy systems.

CPR- NOVEMBER 2012 Page 17

MCB CP must retain REC’s (renewable energy certificates) to comply with renewable energy mandates. Per HQMC this Base is not allowed to purchase REC’s to meet energy mandates.

The following points cannot be supported by MCB CP, and should not be included in potential project scorecards:

IEQ Credit 7.2: Thermal Comfort – Verification

The Base will not be conducting “thermal comfort surveys” after project occupancy.

SS Credit 5.2: Site Development – Maximize Open Space

Again, per the Base Master Plan 1.1.1 “Basewide Master Planning Vision”, all projects must “Optimize land use allocation and facility siting by developing a logical and functional land use plan that maximizes real estate use for training; reduces building footprints; improves efficiency;

promotes land use compatibility; and permits future expansion.” However, the requirement that “All open space that is counted toward this credit will be preserved for the life of the building” cannot be guaranteed “forever”.

LEED-NC 2.2 (per HQMC Order maximum LEED level desired is silver)

1. Below is a chart of LEED-NC v2.2 credits mandated by NAVFAC with acceptable strategies for implementing those credits at MCB Camp Pendleton

2. Following the chart is a list of acceptable strategies for LEED-NC v2.2 credits not mandated by NAVFAC, but preferred by the Base.

LEED-NC 2.2

NAVFAC Mandated Credits

Pts Acceptable Strategies for use at MCB Camp Pendleton

SUSTAINABLE SITES

SS6.1 Storm Water Design

– Quantity Control

1 Comply with: Calif. Gen. Constr. Storm Water Permit Effective 1 July 2010, EISA 2007 (Energy Independence & Security Act). Comply with Dept. of Navy LID (Low Impact Development) Policy and Unified Facilities Criteria (UFC) 3-210-10, effective 1 Oct Reference CPR Stormwater Section for strategies.

SS6.2 Storm Water Design Quality Control

1 Comply with: Calif. Gen. Constr. Storm Water Permit Effective1 July 2010. Comply with Dept. of Navy LID (Low Impact Development) Policy and Unified Facilities Criteria (UFC) 3-210- 10, effective 1 Oct 2010 Reference CPR Stormwater Section for strategies.

WATER EFFICIENCY

WE 1.1 Water Efficient Landscaping, Reduce by 50%

1 Passive captured rain water is acceptable (i.e. divert rain from downspouts to irrigate landscape)

Use of recycled waste water from Tertiary Treatment plants/purple pipe desired

CPR- NOVEMBER 2012 Page 18

Grey water systems not allowed

WE 3.1 Water Use Reduction 20%

1 Waterless urinals not approved for use at MCB Camp Pendleton

ENERGY AND ATMOSPHERE

EA

Prereq

Fundamental Commissioning

0 Discretionary*

EA1 Optimize Energy Performance

1-10 Daylight sensors are desired for large spaces such as warehouses, hangers, storage buildings and mechanical buildings.

The use of light shelf/clerestory window design is desirable. Daylight sensors are not desired for BEQ or Administration Buildings.

If boilers are used, the best technology fire tube/firebox type available should be utilized. Separate hot water boilers from HVAC boilers so that each system can function independently from the other.

EA 4 Enhanced Refrigerant Mgt

Discretionary*

EA 5 Measurement and Verification

Executive Order 13423

MATERIALS AND RESOURCES

MR 2.1 Construction Waste Mgt.

1 Discretionary*

MR 4.1 Recycled Content 20%

1 Discretionary*

MR 6 Rapidly Renewable Products

1 Discretionary*

MR 7 Certified Wood 1 Discretionary*

INDOOR ENVIRONMENTAL QUALITY

EQ 4 Low Emitting Materials

1 Executive Order 13423 and 13514

EQ 7.1 Thermal Comfort Design

1 DDC Controls required for main HVAC design, but not desirable in individual BEQ Living Units.

EQ 8.1 Daylighting 1

INNOVATION AND DESIGN

ID Moisture Control Plan 1 Discretionary*

ID Bio-Based Products 1 Executive Order 13423

ID LEED AP 1 Discretionary*

*To be determined on a case by case basis.

Additional Acceptable Strategies for optional LEED-NC v2.2 credits at MCB Camp Pendleton:

SS 4.3 Alternative Transportation/Low Emitting & Fuel Efficient Vehicles:

-Electric car ports desirable/Executive Order 13514.

-SWRFT Office manages Base vehicles at MCB Camp Pendleton

EA Prereq 2: Minimum Energy Performance:

CPR- NOVEMBER 2012 Page 19

-Use VAC or VAV mechanical systems if technology complies with CPR (Camp Pendleton Requirements). VRV systems are not allowed.

-Use of re-heat systems desirable -Geothermal energy should not be explored. Base studies have proven the ground water does not support the required temperature needed for geothermal energy design.

EA 2 On-Site Renewable Energy

Utilize photovoltaic solar panels for all FY12 projects and FY10 M2R2 Projects.

EA3 Enhanced Commissioning

-Enhanced commissioning is desired of all HVAC systems and controls, refrigeration systems and controls, renewable energy systems and hot water systems. Enhanced commissioning is to be provided by third party. TAB contractor is not permitted to perform the enhanced commissioning. Return of Contractor after completion of project to implement Enhanced Commissioning to be enforced; enhanced commissioning to be under a separate contract from building.

EA6 Green Power -NAVFAC does not allow.

EQ1 Outdoor Air Delivery Monitoring

-Desirable on all buildings. Must interface with MCB Camp Pendleton EMS (Energy Management System).

LEED-NC v3

1. Below is a chart of LEED-NC v3 credits mandated by NAVFAC with acceptable strategies for implementing those credits at MCB Camp Pendleton

2. Following the chart is a list of acceptable strategies for LEED-NC v3 credits not mandated by NAVFAC, but preferred by the Base.

LEED-NC v3 NAVFAC Mandated Credits

Pts Acceptable Strategies for use at MCB Camp Pendleton

SUSTAINABLE SITES

SS6.1

SS6.1

Storm Water Design – Quantity Control

1 Comply with: Calif. Gen. Constr. Storm Water Permit Effective 1 July 2010, EISA 2007 (Energy Independence & Security Act). Comply with Dept. of Navy LID (Low Impact Development) Policy and Unified Facilities Criteria (UFC) 3- 210-10, effective 1 Oct 2010 Reference CPR Stormwater Section for strategies.

SS6.2 Storm Water Design Quality Control

1 Comply with: Calif. Gen. Constr. Storm Water Permit Effective1 July 2010. Comply with Dept. of Navy LID (Low Impact Development) Policy and Unified Facilities Criteria (UFC) 3-210-10, effective 1 Oct 2010 Reference CPR Stormwater Section for strategies.

WATER EFFICIENCY

WE Water Use Reduction 0 Waterless urinals not approved for use at

CPR- NOVEMBER 2012 Page 20

Prereq by 20% MCB Camp Pendleton

WE 1.1 Water Efficient Landscaping, Reduce by 50%

2-4

Passive captured rain water is acceptable (i.e.

divert rain from downspouts to irrigate landscape)

Use of recycled waste water from Tertiary Treatment plants/purple pipe desired Grey water systems not allowed

Additional Point – Regional Priority Credit

ENERGY AND ATMOSPHERE

EA1 Optimize Energy Performance

1-

Daylight sensors are desired for large spaces such as warehouses, hangers, storage buildings and mechanical buildings. The use of light shelf and clerestory window design is desirable. Daylight sensors are not desired for BEQ or Administration Buildings.

If boilers are used, the best technology fire tube/firebox type available should be utilized.

Separate hot water boilers from HVAC boilers so that each system can function independent from the other.

EA 4 Enhanced Refrigerant Mgt

2 Discretionary*

EA 5 Measurement and Verification

3 Executive Order 13423

MATERIALS AND RESOURCES

MR 2.1 Construction Waste Mgt.

1-2 Discretionary*

MR 4.1 Recycled Content 20% 2 Discretionary*

MR 6 Rapidly Renewable Products

1 Discretionary*

MR 7 Certified Wood 1 Discretionary*

INDOOR ENVIRONMENTAL QUALITY

EQ 3.1 Construction IAQ Mgt During Construction

1 Discretionary*

EQ 3.2 Construction IAQ Mgt Before Occupancy

1 Discretionary*

EQ 4 Low Emitting Materials 1-4 Executive Order 13423 and 13514

EQ 7.1 Thermal Comfort Design

1 DDC Controls required for main HVAC design, but not desirable in individual BEQ Living Units.

EQ 8.1 Daylighting 1 Discretionary*

INNOVATION AND DESIGN

ID Moisture Control Plan 1 Discretionary*

ID Bio-Based Products 1 Executive Order 13423

ID Energy Star/Energy Efficient Products

1 Executive Order 12902 Sec. 301 Executive Order 13423

*To be determined on a case by case basis.

CPR- NOVEMBER 2012 Page 21

Additional Acceptable Strategies for optional LEED-NC v3 credits at MCB Camp Pendleton:

SS 4.3 Alternative Transportation/Low Emitting & Fuel Efficient Vehicles:

-Electric car ports desirable/Executive Order 13514.

-SWRFT Office manages Base vehicles at MCB Camp Pendleton

EA Prereq 2: Minimum Energy Performance:

-Use VAC or VAV mechanical systems if technology complies with CPR (Camp Pendleton Requirements). VRV systems are not allowed.

-Use of re-heat systems desirable -Geothermal energy should not be explored. Base studies have proven the ground water does not support the required temperature needed for geothermal energy design.

EA 2 On-Site Renewable Energy

Earn an additional point for Regional Priority Credit.

EA3 Enhanced Commissioning -Enhanced commissioning is desired of all HVAC systems and controls, refrigeration systems and controls, renewable energy systems and hot water systems. Enhanced commissioning is to be provided by third party. TAB contractor is not permitted to perform the enhanced commissioning. Return of Contractor after completion of project to implement Enhanced Commissioning to be enforced; enhanced commissioning to be under a separate contract from building.

EA6 Green Power -NAVFAC does not allow.

EQ1 Outdoor Air Delivery Monitoring

-Desirable on all buildings. Must interface with MCB Camp Pendleton EMS (Energy Management System).

CPR- NOVEMBER 2012 Page 22

101426 BUILDING PLAQUE

1. Attached is the plaque design for all newly constructed buildings on board MCB Camp Pendleton. A plaque should be hung at each new building in a prominent location. Two names maximum in a group.

142000 ELEVATOR CONSTRUCTION REQUIREMENTS

All elevator installations shall be required to comply with ASME A17.1 Safety Code for Elevators and Escalators (NOT California Code of Regulations CCR Title 8 Subchapter 6 Elevator Safety Orders), the NAVFAC Elevator Design Guide, the PTS-D10 NAVFAC Performance Technical Specifications, the UFGS-14240 Unified Facilities Guide Specifications Section 142400 for Hydraulic Elevators, and the UFGS-14210 Unified Facilities Guide Specifications Section 142400 for Electric Traction Elevators. The following requirements are to be included as applicable:

1. Machine room and hoist-way construction shall have a 2 hour fire rating. Machine room doors shall have a minimum 1 ½ hour fire rating, be self closing and self locking. Means such as fire rated caulking and foam shall be applied as necessary to add to the control of smoke and gases.

2. Only machinery, equipment, electrical equipment, electrical wiring, raceways, cables, fire detecting systems, pipes, ducts, tanks, and sprinklers used in conjunction with the function or use of the elevator shall be permitted in the elevator machine room and hoist-way.

14” x 18” Bronze Plaque

ROICC- CM / CS / or ET (Two names maximum)

CIPT- PM/DM/or CS (Two names maximum)

Architect of Record

Facility Name

Design Build Team

BOD

Project Leader & Area Planner (Two names maximum)

CPR- NOVEMBER 2012 Page 23

3. Ventilation means, either natural or mechanical shall be provided in elevator machine rooms and hoist-ways. Machine room temperature and humidity shall be maintained in the range specified by the elevator equipment manufacturer to ensure safe and normal operation of the elevator. Hoist-ways of elevators serving three or more floors shall be equipped with natural or forced means of ventilation. Means such as fire rated caulking and foam shall be applied as necessary to add to the control of smoke and gases.

4. Elevator Pits:

Shall have a submersible pump capable of removing a minimum of 3000/hour (50 gal/min) of water per shaft. The submersible pump must move the wastewater minimizing the emulsification of any trace of oil. The submersible mump must be electric, 120V, and can be operated manually or operated automatically. Utilize pumped-flow installation with indirect connection as shown on attached photo "elevator pump".

A control panel must be installed to alert personnel of high oil level, or high water level in the sump. The panel must have audible and visual alarms. Dry contacts must be used to tie into the building automation system. The panel must operate the submersible pump. A hand-off-automatic switch must be used to operate the submersible pump.

Separators must be designed to receive oily wastewater by pump flow and process it on a once-thru or circulating basis. Separators must not have moving parts to fail or that require expensive maintenance. Separator must be specifically designed for elevator sumps which are subject to contamination from elevator equipment. Separators must remove hydraulic and lubrication oils which could be harmful to the sewer system. An automatic stop-valve must be built into the separator which stops flow when separator reaches maximum oil capacity. Separators must be equipped with a high oil float switch, and a high oil alarm panel mounted at a remote location. Authorized waste disposal company must be able to remove oil from the separator. Separator photo attached.

Separators must be structurally and hydraulically engineered conforming to Uniform Plumbing Code. Manufacturer shall submit performance calculations for oil and water separation certified by a licensed professional engineer. Field excavation and preparation shall not be completed prior to delivery of the separator.

Separators must be sized to be twice the capacity of the hydraulic system and NOT THE SUMP (oil spill capacity). For example, if the SYSTEM oil spill capacity is 50 gallons, the separator capacity must be 100 gallons; if the SYSTEM oil spill capacity is 250 gallons, the separator capacity must be 500 gallons.

The "hydraulic system" oil capacity includes the sump. Meaning it includes the capacity of the sump and the hydraulic system.

Reference:

a. ASME A17.7/CSA B 44-07, "Safety Code for Elevators and Escalators" for elevator designs. Water should be treated prior to discharging into the local sewer.

CPR- NOVEMBER 2012 Page 24

CPR- NOVEMBER 2012 Page 25

5. Grout areas and components as necessary, i.e. landing sills at landings and underneath landing sills on the hoist-way side, entrance frames, bottom of guide rails, etc.

6. Seismic requirements shall be provided as follows:

a. Hydraulic Elevators shall be provided with an Over-speed/Rupture/Safety Valve/Automatic Shutoff Valve, installed immediately adjacent to the hydraulic cylinder (jack) head.

b. Electric Traction Elevators shall be provided with Counterweight Derailment Detection Devices in the hoist-way and Seismic Motion Detection Switches in the machine room.

7. The ASME A17.1 Elevator Safety Code for Elevators and Escalators requires means to automatically shut down elevators prior to the application of water through fire sprinklers located in elevator machine rooms and top of hoist-ways. A NAVFAC Fire Protection Engineer shall determine when a fire sprinkler is required at the top of the hoist-way.

Department Of Navy policy requires water flow switches (NOT HEAT DETECTORS) in the fire sprinkler lines to automatically shut down the elevator(s) through a shunt trip circuit breaker. Each water flow switch arrangement shall include a shut off valve, check valve, and inspector’s test valve. The water flow switch arrangements shall be installed on the outside of machine rooms and hoist-ways. The control voltage for the shunt trip circuit breaker shall be supervised at the Building fire alarm panel. Water flow switches shall be nonadjustable factory set at zero (0) time delay. Disconnect switches and circuit breakers shall be labeled with circuit identification and origination.

8. Smoke detectors shall be provided in elevator lobbies at all floors and in the elevator machine room. If a fire sprinkler is installed at the top of the hoist-way a smoke detector shall also be installed at the top of the hoist-way. Activation of any one of the smoke detectors mentioned here shall recall the elevator(s) in accordance with ASME A17.1 Safety Code for Elevators and Escalators. The “Fireman’s Hat” light indicator located in the elevator car operating panel (COP) shall light continuously when a smoke detector in an elevator lobby is activated, and shall light intermittently (flash on-and-off) when a smoke detector in the elevator machine room or top of hoist-way is activated.

9. GFCI convenience outlets shall be provided in every pit, elevator car top, and machine room. Convenience outlets in pits located less than 48 inch above the pit floor shall have a NEMA- 4 water tight enclosure. Provide label with circuit identification and origination.

10. A fused or circuit breaker type disconnect switch shall be provided for each elevator in the elevator machine room for each 120 VAC dedicated lighting circuit. Lighting switches, disconnect switches, and convenience outlets shall be labeled with circuit identification and origination.

11. A Hydraulic Elevator shall be provided with two (2) oil shut-off valves. One in the pit and one in the elevator machine room. The valves shall be 1500 PSI rated Water/Oil/Gas (WOG) ball valves.

12. All elevators shall be provided with two (2) alarm bells. One bell shall be battery operated, and one shall be a 120 VAC operated bell. Both bells shall be activated through the push button marked “ALARM” located on the elevator car operating panel (COP). Both bells may be installed on the elevator car top.

13. A separate certificate frame shall be provided in the elevator adjacent to or on the elevator car operating panel. The certificate frame shall not be an integral part of the car operating panel that requires opening the car operating panel to gain access to the certificate.

CPR- NOVEMBER 2012 Page 26

14. All elevators shall be provided with either hall lanterns and gongs at every landing, or car riding lanterns and gongs. Lighting means shall be reliable, long lasting, energy efficient, and be virtually maintenance free.

15. Hydraulic elevators with hole-less/above-ground cylinder-plunger assemblies shall utilize single-stage cylinder-plunger assemblies. Telescopic/multistage hydraulic cylinder-plunger assemblies are prohibited. Hole-Less/Above-Ground hydraulic single-stage cylinder-plunger assemblies shall be installed with the cylinder mounted directly on the pit floor and the plunger connected to the elevator car (inverted installation is prohibited).

16. Elevator guide rails shall be “T” rails. No other type of guide rail is acceptable.

17. Standard safety railing shall be installed on the top of the elevator when the horizontal distance between the edges on the top of the elevator and the hoist-way enclosure exceeds 12 inch.

18. Controllers, controls, control valves, switches, components, devices and tools shall be non-proprietary. Proprietary knowledge, training, tools, programs, software, or hardware shall not be required to operate, adjust, analyze, troubleshoot, or repair the elevator system in its entirety.

19. Minimum Elevator Cab shall be 6 feet x 8 feet, clear, interior dimensions. Reference also “NAVFAC Elevator Guide” for required numbers and types of elevators per building stories requirements and minimum door opening 4’x7’ clear.

220101 UTILITY REQUIREMENTS

1. Utility laterals for buildings shall be located so each building connects to a main. i.e., building laterals shall not be linked together in any fashion absent of a main line.

2. Utility laterals are prohibited from crossing the site to achieve the shortest distance possible. All Mains are to be located in roadways unless approved by the Public Works Department.

3. All utilities located within roadways are to be considered mains and current capacity shall be maintained, e.g., when connecting to a 4” gas main in a roadway, the 4” main must be extended to a point that is perpendicular to the building to be serviced.

4. When connecting to utility mains for service and required to extend the main, this project will size the mains so current capacity is maintained.

5. For requirements governing the installation of all pipelines by third-parties within railroad right-of-way see APPENDIX, p. 180.

220519 BASE UTILITY METERS

The base requires all new meters on Camp Pendleton be compatible, field tested & verified with the base Itron wireless RF meter reading system. The system is Itron MV-RS. The meters should be centrally located if feasible. This is handled on a project by project basis.

1. The meter requirements are as follows.

a. Electric meters shall be Itron Sentinel or Centron Poly digital meters with ERT/RF output. They shall be able to read demand and large customers to read TOU.

Transformer-rated meters shall have a test switch installed in the switchgear or

CPR- NOVEMBER 2012 Page 27 metering enclosure. The meter shall be mounted in accordance with SDGE Standards.

Test switch wiring and color codes shall match SDG&E standards. The meter will have a test switch installed in the switchgear or metering cabinet. The only approved forms are 2S, 5S, 9S & 16s. All electric meters shall be programmed at the factory with CPEN customer requirements. The current transformer ratio shall be written on the face of the meter in the space provided.

b. Alternate to above N/A.

c. Any poly-phase electric meter installed at CPEN should meet the technical specifications in order to ensure compatibility with the Base’s Meter Reading System and data gathering requirements.

2. Gas meters shall be the American brand or equal with an Itron ERT/RF compatible model 100G will data logging or better and installed per manufacturer’s recommendation. The meter will be sized for the appropriate load of the building(s) and or cantonement area.

The meter be installed by the contractor & inspected by the Base Gas Distribution personnel after installation.

3. Water meters shall be Neptune or equal with an Itron ERT/RF compatible model 100W series end point. Units should be mounted on the meter or under the pit lid or on the wall of the mechanical room depending on location of meter. This will be decided on a project-by-project basis. The meter will be sized for the appropriate load of the building. The meter will be installed by the contractor & inspected by the Base Water Distribution personnel after installation.

4. Note: All Water & Gas meters except for special conditions, will be above ground & protected from physical damage. Large master meters will also be fenced with gravel or concrete pads. Working clearance must be approved by Base FMD personnel.

Recommended local vendors:

Electric Meters- McAvoy &…