Project 5_Attachment 0009 Scopes_07 Apr 2026.pdf

Project #5: McChord Airfield Security Projects

McChord Field Security Upgrades

1.1. MDA250305J – Clear Vegetation MCF Airfield

1.2. Contractor shall clear away vegetation along the East side of the airfield security fence.

1.2.1. Within the red box shown on Attachment 1, cut and remove all vegetation from the airfield down to a maximum height of two inches. Roots need not be removed. All vegetation cut shall be removed and disposed of offsite and disposed of at a refuse facility. If debris is stockpiled on site, no pile shall exceed 12 feet in height.

1.2.2. All resulting earthen debris or upheaval (rocks) that are greater than 2 inches in diameter shall either be removed and disposed of offsite, or else compacted into the ground so that it is immobile and does not protrude out of the ground.

1.2.3. Apply a weed/brush prohibiting spray, crossbow or similar, to the entire area of what was cut.

1.3. MDA250275J – Install Privacy Slats

1.4. Contractor shall provide and install vinyl privacy slats along the North end of the airfield security fence.

1.4.1. Shown on the purple line on Attachment 1, contractor shall remove the existing black fabric screen and all accompanying fixtures from the security fence, and in its place install vinyl privacy slats. Slats must cover the entire height of the fence from top to bottom, and be black in color. Each individual length of privacy slat must cover the entire width of the fence fabric it is splicing into. Slat installation shall begin on Attachment 1’s north-west side where the existing slats terminate at, and the privacy fabric begins.

1.5. MDA250295J – Install Anti-Vehicle Barriers

1.6. Contractor shall provide and install anti-vehicle cable barrier system along a portion of the airfield security fence.

1.6.1. Along the red line shown on Attachment 1, contractor shall install anti-vehicle cabling per the specifications shown in Attachment 2 & 3. Barrier system shall run alongside the existing cantonment fences secure side and have a standoff distance from the fence of no more than two feet. Contractor shall coordinate with the Government as to the exact start and end points of the barrier.

1.7. MDA250285J – Install Cipher Locks

1.8. Contractor shall install cipher locks at various buildings nearby McChord Airfield.

1.8.1. At the locations shown on Attachment 4, remove existing locksets and/or handles, and provide and install cipher locks according to what is shown in Attachment 6 or similar, integrating them as seamlessly as possible into the existing doors. Efforts to take place are denoted on Attachment 5 as “C”, “C+H”, and “C+H+D”, meaning “cipher lock replacement only”, “cipher lock and door hardware replacement”, and “entire door/hardware replacement, to include cipher lock installation”, respectively.

Hardware is defined as a new door handle where applicable, a door closer, and a panic bar on non-airfield facing exterior doors. It is the contractor’s responsibility to ensure that all newly installed hardware integrates seamlessly with the existing doors, door frame, and all other related components.

If any of those components prove to be incompatible with the new cipher locks, or in any other way make it so that a secure door cannot be obtained, the contractor shall remove and replace those components.

1.8.2. Exterior doors being replaced shall be made of hollow steel, no less than 16 gauge in thickness. Newly installed door hinges must have their bolts facing the secured side of the building, not accessible from the outside. All exterior doors shall have a square window centered at head height, measuring no more than 1x1 foot. Window shall be safety wire reinforced. Doors must have a minimum 30-minute fire rating.

1.8.3. To the greatest extent possible, the existing frames may be reused if a door slab matching these specifications and the width of the door frame exists. If not, it is the contractor’s responsibility to replace the frame along with the slab, and all other work associated with bringing the surrounding work (trim, finishes, etc.) to their original state to accommodate the newly installed frames. All newly installed doors must open outwardly for emergency egress with the exception of doors opening onto the flightline.

1.8.4. All hardware installed or replaced shall be designed for the weight and size of the door being installed, and shall be finished in a satin chrome, or brushed nickel.

1.8.5. When Attachment 4 calls for a cipher lock to be installed on a double door, the right-hand door only will receive the lock.

1.8.6. Excessive modifications or alterations to door frames surrounding finishes to include electrical relocation, furring out wall studs, any structural work, or saw cutting into concrete is not considered to be a part of the scope, and would be an unforeseen sight condition if the need was encountered.

1.8.7. The contractor shall utilize cipher locks with the following capabilities.

a. Utilize a weatherproof keypad with all metal with 12 buttons programable for multi-level functions.

A proximity antenna shall be mounted in a high strength impact resistant plastic housing.

b. Provided with a built-in, weather-sealed HID reader that supports an HID RFID credential format.

c. Shall have an activity log capability to be used as an audit trail. The information on the activity log can be downloaded using either a compatible data transfer module, PC interface software and/or a handheld on-site infrared printer.

d. The finish shall comply with BHMA US26D satin chrome. The lockset shall be a BHMA certified Grade 1, heavy duty cylindrical type, Underwriter’s Laboratory (UL) listed as 10C positive pressure specification. The latch bolt shall be rated as a UL 3-hour fire rated, FCC certified item. Provide a curved door handle that meets ABA compliant levers and uses an ADA compliant clutch mechanism. The lever handle shall be made of the same metal material and finish as the Cipher lock.

e. Utilize an interchangeable core that is compatible with the standard JBLM Best Lock standard and accepts 6 pin cores. The Contractor or any Subcontractor shall be familiar with the JBLM Lock Shop keying record information and the Contractor shall contact the DPW Lock Shop with the Government QA for the information.

f. Locks shall be powered by 5AA fresh batteries and will be supplied and installed with each lock.

The batteries must be capable of 60,000 cycles to include low battery indicator light and alarm.

Proprietary battery packs are not authorized.

1.8.8. Provide all hardware and construction (temporary) cores required to secure buildings, utility access and related work throughout the construction period. Provide construction cores with a bright color on their exposed face to ease of identification. Develop a keying schedule with the Government for approval, and as the locks are accepted, replace the temporary cores with the permanent cores.

1.8.9. Provide keys to the Government for each newly installed permanent core. Furnish four keys for each lock core KD (keyed different), and four keys for each set KA (keyed alike) to the Public Works Lock Shop for control and issuing. In addition to the keys listed above, furnish four additional key blanks per core KA. Stamp each key with appropriate key control symbol and "U.S. Property - Do Not Duplicate". Key bows must be stamped with key code line ID (example: LA1223, MPA1223, etc.). Do not place the room number on keys. All locks and locksets used on Joint Base Lewis-McChord shall be compatible with the JBLM keying system. All locks, locksets and lockable panic hardware shall be equipped with cylinders with interchangeable cores as listed above. Locks shall be keyed in sets or subsets as scheduled. Locks shall be furnished with BEST Brand BLUE construction core or BEST plastic core plugs to protect core splines.

3. ATTACHMENTS:

1. Site Locations

2. Deadman Anchor Assembly Examples

3. Deadman Anchor Specifications

4. Cipher Lock Locations

ATTACHMENT 1 – SITE LOCATIONS

ATTACHMENT 9 – DEADMAN ANCHOR ASSEMBLY EXAMPLES

1384940044.CIV

Text Box Attachment #2 - Deadman Anchor Assembly Examples

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NO SCALE

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NO SCALE

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NO SCALE

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TO GROUND LEVEL

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NO SCALE

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STEEL

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4" ANCHOR POST

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LINE POSTS

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ROUND CONCRETE

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TOP

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NPS 8 STD WEIGHT

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STEEL PIPE FILLED

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WITH CONCRETE

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BITUMINOUS JOINT

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FILLER (CONC.

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PAVEMENT ONLY)

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FINISHED GRADE

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OR PAVEMENT

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U-BOLT

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CHAIN LINK

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FABRIC

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U-BOLT SHALL BE

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INSTALLED

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PERPENDICULAR

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TO STRANDS OF

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WIRE ROPE

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2 - 3/4" CABLE

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BARRIERS

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4" CABLE ANCHOR POST

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8" DIA. PIPE

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GUARD

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DEADMAN

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TO DEADMAN

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NO SCALE

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NO SCALE

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AS REQUIRED

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1 1/4" DIA. ROD

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RIGHT HAND THREAD TO

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MATCH TURNBUCKLE

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PLATE

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CABLE ANCHOR

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POST

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"A" CABLES

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SEE U-BOLT DETAILS

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TRUSS

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ROD

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WELDED BRACE

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RAILS

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WELDED BRACE

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RAILS

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CABLE ANCHOR

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POST

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CONCRETE

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DEADMAN "B"

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LINE POST

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4" CABLE ANCHOR POST

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PULL POST

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DEADMAN

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4" PULL POST

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BARRIER

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(TYPICAL)

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CONCRETE

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DEADMAN

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"B" CABLES

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NO SCALE

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16" DIA

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"B" CABLES WITH THIMBLED

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END (SEE WIRE ROPE CLAMP

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DETAIL THIS SHEET)

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1 1/4" LEFT-HAND

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THREAD GALVANIZED

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TURNBUCKLE EYE (FOR

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TURNBUCKLE WITH 12"

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TAKE-UP)

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4" PULL POST

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U-BOLT. (SEE U-BOLT AT LINE

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POST DETAILS THIS SHEET,

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SIMILAR.)

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4" CABLE ANCHOR POST

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NO SCALE

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UNDISTURBED SOIL

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3/4" CABLE BARRIER

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CLAMP PLACEMENT PER

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MANUFACTURER'S

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RECOMMENDATIONS

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"A" CABLES

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3'-4" MIN

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LINE POST

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SECURE SIDE

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CONCRETE

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DEADMAN

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1 1/4" DIA. SCH. 40

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PIPE BRACE, WELDED

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4" ANCHOR POST

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NO SCALE

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WELDED BRACE

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RAILS

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1 1/4" DIA. SCH. 40

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PIPE BRACE, WELDED

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LINE POST

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TAIL OF CLAMP

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ASSEMBLY SHALL BE

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ADJACENT TO POST

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FENCE FABRIC NOT SHOWN

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FOR CLARITY

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FENCE FABRIC NOT SHOWN FOR CLARITY.

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DEADMAN

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LINE POST (SEE

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FENCE DETAILS

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FOR SPACING

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BETWEEN FENCE

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POSTS)

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OFFSET DEADMAN MINIMUM

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DISTANCE REQUIRED TO AVOID

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INTERFERENCE WITH POST.

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(SEE NOTE 3) (TYPICAL)

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%%UBRACE PANEL W/ DEADMEN DETAIL

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%%UELEVATION

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%%UPIPE GUARD DETAIL

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%%UU-BOLT AT LINE POST DETAILS

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%%UU-BOLT AT CABLE ANCHOR POST DETAIL

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%%UU-BOLT AT OVERLAPPING CABLES DETAIL

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%%UEND PANEL PLAN

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%%UWIRE ROPE CLAMP DETAIL

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%%UDEADMAN ANCHOR BOLT DETAIL

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NOTE:

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%%UDEADMAN DETAIL

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%%UCORNER OR END PANEL WITH DEADMAN DETAIL

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3" MIN. CONCRETE

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COVER OVER ANCHORS

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1/2" U-BOLT

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1/2" U-BOLT

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LOCK WASHER &

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HEX NUT (TYP)

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LOCK WASHER &

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HEX NUT (TYP)

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1/2"-UNC-2A

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0.563" HOLE (TYP.)

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1/2" HOT ROLLED STEEL

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3/4" WIRE ROPE

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CONCRETE

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DEADMAN "A"

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$$ - THINK VALUE ENGINEERING - $$

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U.S. ARMY ENGINEER DISTRICT

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CORPS OF ENGINEERS

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OMAHA, NEBRASKA

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DACA 45

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DACA 45

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STD 872-90-15

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BASE NAME

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BASE LOCATION

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DOUBLE CABLE BARRIER DETAILS

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AutoCAD SHX Text 4:1

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REV #0001 GENERAL REVISIONS

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JWE

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TO DEADMAN

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10'-0" MAX

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POST

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POST

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10'-0" (TYP)

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DIMENSION PARALLEL TO OFFSET

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CONCRETE

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DEADMAN,

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(BEYOND)

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2'-0" DIA.

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CONCRETE

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FOUNDATION

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1. FENCE FABRIC NOT SHOWN FOR CLARITY.

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2. CABLE "A" & "B" DESIGNATIONS ARE FOR

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CLARIFICATION OF ROUTING OF CABLES.

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3. DEADMAN OFFSET MAY BE ELIMINATED

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WHEN FENCE FABRIC IS NOT TO BE INSTALLED

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ON CABLE BARRIER POSTS. SEE GENERAL

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NOTE 9, THIS SHEET.

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1 1/4" TURNBUCKLE

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BODY WITH 12" TAKE-

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UP, GALVANIZED

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U-BOLT (SEE U-BOLT

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DETAILS THIS SHEET)

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3/4" WIRE ROPE

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DEADMAN

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DEADMAN

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(PARALLEL TO OFFSET)

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(PARALLEL TO OFFSET)

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WELDED

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BRACE

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RAILS

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4 - WIRE ROPE CABLE

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CLAMPS, PEEN THREADS (TYP)

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4" CORNER OR

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END POST

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HOT DIP GALVANIZE ANCHOR ASSEMBLY AFTER

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FABRICATION.

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4" END POST

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CABLE ANCHOR

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POST

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DEADMAN

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SECURE SIDE

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WELDED BRACE

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RAILS

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CONCRETE DEADMAN (SEE

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BRACE PANEL DETAIL,

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SIMILAR)

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EQUAL

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(3'-0" MAX)

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OFFSET DEADMAN

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MINIMUM DISTANCE

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REQUIRED TO AVOID

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INTERFERENCE WITH

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BOLLARDS AND END

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POST. (SEE BRACE

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PANEL NOTE 3 THIS

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SHEET.)

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DEADMAN

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90 DEGREES

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OR LESS

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BOLLARD SPACING SCHEDULE

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SECURE SIDE

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LINE POST

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CABLE ANCHOR

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POST TYP

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WELDED BRACE

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RAILS, TYP

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OFFSET DEADMAN

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MINIMUM DISTANCE

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REQUIRED TO AVOID

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INTERFERENCE WITH

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PULL POST, TYP.

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(SEE BRACE PANEL

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NOTE 3 THIS

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SHEET.)

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PULL POST,

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TYP

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4" CORNER

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POST

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CONCRETE DEADMAN,

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TYPICAL (SEE BRACE

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PANEL DETAIL THIS

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SHT)

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8" DIA. PIPE

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GUARD, TYP

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4'-0"MAX

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3'-0"MIN

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ANGLE OF

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INTERSECTION

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WELDED BRACE

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RAIL, TYP

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EXTRA HEAVY DUTY

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WIRE ROPE THIMBLE

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BRACE RAIL

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AND TRUSS

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ROD, TYP

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ANGLE OF

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INTERSECTION A B

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GREATER THAN

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90 DEGREES

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3'-0" 4'-0"MAX

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%%UEND PANEL ELEVATION

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(CORNER PANEL ELEVATION SIMILAR)

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DEADMAN ANCHOR

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BOLTS, SEE DETAIL

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THIS SHEET

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LINE POST

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(SEE FENCE

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DETAILS FOR

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SPACING BETWEEN

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FENCE POSTS)

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1/2" US STND NUT &

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LOCK WASHER

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LINE POST

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H-SECTION

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LINE POST

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%%UNOTES:

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%%UNOTE:

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%%UNOTE:

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%%UNOTES:

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%%UNOTE:

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%%UCORNER PLAN

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STANDARD DETAILS FOR CHAIN-LINK

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SECURITY FENCES, FARM STYLE FENCES

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AND A DOUBLE CABLE BARRIER

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4" CABLE

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ANCHOR POST

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JWE

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1. WHERE "A" AND "B" CABLES OVERLAP,

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USE U-BOLT AT OVERLAPPING CABLES DETAIL.

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2. WIRE ROPE CLAMP NOT SHOWN.

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3. VERIFY ASSEMBLY BEFORE ORDERING/FABRICATING.

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ROUND POSTS: POST O.D. + 1.875"

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H-POSTS: 3.00" + 1.875"

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(FOR BOTH TYPES, INCREASE 0.75"

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WHERE CABLES OVERLAP AT PULL

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POSTS)

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ROUND POSTS: POST O.D. + 0.875"

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H-POSTS: 3.00"

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1.25" MIN

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AS A MINIMUM

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STEEL PIPE FOR PIPE GUARDS SHALL

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CONFORM TO ASTM A53, TYPE E OR S,

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GRADE B GALVANIZED, MINIMUM WALL

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THICKNESS 0.322 INCHES.

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AutoCAD SHX Text 3/29/05

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JWE

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REV #0002 GENERAL REVISIONS

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REV #0003 GENERAL REVISIONS

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GENERAL NOTES:

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1. CABLES SHALL BE CONTINOUS FROM DEADMAN TO DEADMAN. NO SPLICES IN CABLE SHALL BE

AutoCAD SHX Text ALLOWED. CABLE BARRIER SHALL BE INSTALLED BETWEEN FENCE POSTS AND FENCE FABRIC AS

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PER PLANS. U-BOLTS ON LINE POSTS SHALL BE INSTALLED PERPENDICULAR TO THE STRANDS

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AutoCAD SHX Text BRACE PANELS W/DEADMEN SHALL BE SPACED AT 200 FOOT MAXIMUM INTERVALS AND AT CHANGES

AutoCAD SHX Text IN ALIGNMENT EXCEEDING 45 DEGREES. DEADMAN SPACING IS BASED ON A SPECIFIC VEHICLE WITH

AutoCAD SHX Text A RESULTANT KINETIC ENERGY OF LESS THAN 400 K FOOT POUNDS. FOR LONGER DEADMAN RUNS AN

AutoCAD SHX Text ANALYSIS WILL HAVE TO BE MADE TO DETERMINE EFFECTIVENESS FOR ACCEPTABLE PENETRATION

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LIMITS.

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2. CABLE BARRIER SHALL BE U.S. DOMESTIC 3/4 INCH 6x19 CLASS WIRE ROPE, REGULAR LAY, AutoCAD SHX Text

EXTRA IMPROVED PLOW STEEL (EIPS), INDEPENDENT WIRE ROPE CORE, (IWRC), CLASS A

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GALVANIZED, IN ACCORDANCE WITH ASTM A1023/A1023M

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3. EYE TO EYE TURNBUCKLES SHALL BE 1-1/4" X 12", TYPE I, FORM 1 CLASS 4 ZINC COATED , AutoCAD SHX Text

IN ACCORDANCE WITH ASTM F1145.

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4. WIRE ROPE CLAMPS SHALL BE TYPE I, CLASS 1, GALVANIZED, IN ACCORDANCE WITH FS FF-C-450.

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5. U-BOLTS AND HEX NUTS SHALL BE 1/2", GALVANIZED, IN ACCORDANCE WITH ASTM A307 AND

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ASTM A563.

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6. THREADED RODS SHALL BE 1-1/4", GALVANIZED, IN ACCORDANCE WITH ASTM A307 OR A36.

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7. WELDED BRACE RAILS SHALL BE INSTALLED AS PER THE PLANS AND AWS D1.1 (STRUCTURAL

AutoCAD SHX Text WELDING CODE - STEEL) AT CORNER, END, GATE, AND PULL POSTS. DAMAGE TO THE GALVANIZED

AutoCAD SHX Text SURFACE DUE TO WELDING SHALL BE REPAIRED WITH "REPAIR STICKS" OF ZINC-CADMIUM ALLOYS

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OR ZINC-TIN LEAD ALLOYS AS PER AWS WZC.

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8. FOR EXISTING FENCES, REPLACE THE LINE POSTS AT THE BEGINNING AND END OF EVERY

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CABLE RUN WITH A 4" ANCHOR POST AND 4" PULL POST.

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9. DEADMAN OFFSET IS PROVIDED TO ALLOW ACCESS TO TURNBUCKLES FOR FUTURE ADJUSTMENT

AutoCAD SHX Text AFTER FENCE FABRIC IS INSTALLED. IF FENCE FABRIC IS NOT TO BE INSTALLED ON THE BARRIER

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POSTS, OFFSET MAY BE ELIMINATED AS APPROVED.

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10. WHEN FENCE FABRIC IS NOT TO BE INSTALLED, PROVIDE POSTS AND FITTINGS IN CONFORMANCE

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WITH DETAILS SHOWN ON THIS SHEET AND THE REQUIREMENTS FOR FENCE TYPE FE5.

AutoCAD SHX Text 15_cable1.dgn

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REV #0004 GENERAL REVISIONS

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JWE

AutoCAD SHX Text 5/23/05

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1228704837E

ATTACHMENT #3 - Anchor Specfications

ATTACHMENT 5 – CIPHER

LOCK/DOOR HARDWARE

LOCATIONS

LEGEND:

C – CIPHER LOCK INSTALLATION ONLY

C+H – CIPHER LOCK AND DOOR HARDWARE INSTALLATION

C+H+D – CIPHER LOCK, HARDWARE, AND DOOR REPLACEMENT

1384940044.CIV

ATTACHMENT #4 - CIPHER

J00001, Bays 1&2, 1st floor

TWCF 100%

C

J00003, Bays 3 &4, 1st Floor

C

CCUUII

ePRISMS - 2025-SEP-03 - Fort Lewis J00007 Floor 01

Office Special Other Exterior

CCUUII

ADMN

ADMN

ADMN ADMN

ADMN

ADMN

CELL

CELL

CONF

CONF

COMR

SVLTADMN

MLTI

EXHB

RECP

LNGE

LNGE

INST

MNBA

JANC

INST

MECH

INST

RAMP

HALL

ESUP

1'4"

RAMP DN

UP

DN

UP

DN

ESUP

DN

J00007, 1st floor Exterior door (front), COMR (BDOC) door

C+H+D

J00100, Basement , Rm 185& Hallway door

J00100, 1st Floor, Rms 1066 &1069

J00100 3rd Floor, Rm 3096

J00743 1st Floor TWCF 100%

C+H

J00745 1st Floor C+H+D

C+H+D

J01160 1st Floor (Hangar 6)

C+H+D

C+H

C+H

C+H

C+H

J01165 1st

(Hangar 8)

C+H+D

C+H+D C

J01166 1st

(Hangar 9 )

C

C

J01167 1st

(Hangar 10)

C

C

C

Building 1169 1st Floor (Hangar 11)

J01170 1st Floor (Hangar 12)

C

C+H+D

J01141

62 AMX SQ

62nd

Ops

C

R-221B

MPC

R-223

J01141 2nd Floor – 4AS

C

J01142

C

J01142 2nd Floor – 8AS

J01145

C

R-211B

MPC

J01145 2nd Floor – 7AS

J01180

J01182

J01182 2nd Floor

J01419 1st

C

J01422 1st Floor

C

CCC