PART_3_OF_4_-_W912DW19R0008_RTA_AETF_PLANS.pdf

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DATE AND TIME PLOTTED: 4/12/2019 DESIGN FILE: I:\AECDesigns\FY18_PN86518_AETF\02 Design\BIM_CAD\General\FY18_PN86518_AETF-G-001CVR.dgn

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Seattle District

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IDENTIFICATION

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A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

IF SHEET MEASURES LESS THAN 22" X 34" IT IS

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PROJECT VICINITY MAP

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FY18 PN86518 AETF

AIRCRAFT ENGINE TEST & EVALUATION FACILITY

JOINT BASE LEWIS MCCHORD, WASHINGTON

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RTA DESIGN SUBMITTAL

SHEET NUMBERING GUIDELINES:

G-000 OR G-000A

OPTION SHEET

DESIGNATOR

GENERAL SCOPE SUMMARY:

BASE BID:

CONSTRUCT AN AIRCRAFT ENGINE TEST & EVALUATION

FACILITY AND ASSOCIATED SITE AND UTILITY WORK AS

INDICATED PER X-XXX SHEETS.

BID OPTION:

CONSTRUCTION ADDITIONAL ADMINISTRATION/BREAK ROOM AS

INDICATED PER X-XXXA SHEETS.

REFERENCE CONSTRUCTION DRAWINGS FOR FULL SCOPE OF

WORK PER DISCIPLINE.

DISCIPLINE:

G - GENERAL

B - GEOTECHNICAL

C - CIVIL

L - LANDSCAPE

S - STRUCTURAL

A - ARCHITECTURAL

I - INTERIORS

F - FIRE PROTECTION

P - PLUMBING

M - MECHANICAL

E - ELECTRICAL

T - TELECOMMUNICATIONS

SHEET NUMBER WITHIN SERIES

* REFER TO AEC CAD STANDARDS FOR SHEET NUMBERING

BASE BID

OPTION

US Army Corps of Engineers ®

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C:\Users\G3ENEBS9\Documents\FY18_PN86518_AETF_General_CENTRAL_2018_G3ENEBS9.rvt

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FY18 PN86518 AETF DRAWING INDEX

SHEET ID SHEET TITLE

16 TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS LEGEND, ABBREVIATIONS, AND GENERAL NOTES

T-002 OVERALL SITE PLAN

T-003 SITE PLAN 1

T-004 SITE PLAN 2

T-005 SITE PLAN 3

T-006 SITE PLAN 4

T-007 EXISTING BUTTERFLY DIAGRAM 1

T-008 EXISTING BUTTERFLY DIAGRAM 2

T-009 EXISTING BUTTERFLY DIAGRAM 3

T-101 TELECOMMUNICATIONS FLOOR PLAN - BASE

T-101A TELECOMMUNICATIONS FLOOR PLAN - OPTION

T-102 CABLE TRAY FLOOR PLAN - BASE

T-102A CABLE TRAY FLOOR PLAN - OPTION

T-301 CABLE TRAY SECTION

T-302 ENLARGED TELECOMMUNICATIONS FLOOR PLAN

T-401 TELECOMMUNICATIONS DETAILS 1

T-402 TELECOMMUNICATIONS DETAILS 2

T-403 TELECOMMUNICATIONS DETAILS 3

T-404 TELECOMMUNICATIONS DETAILS 4

T-501 TELECOMMUNICATIONS DIAGRAM

T-502 TELECOMMUNICATIONS ONE-LINE GROUNDING AND BONDING DIAGRAMS

FY18 PN86518 AETF DRAWING INDEX

SHEET ID SHEET TITLE

A-201 BUILDING ELEVATIONS & EXTERIOR FINISH SCHEDULE

A-201A BUILDING ELEVATION & EXTERIOR FINISH SCHEDULE (OPTION)

A-301 BUILDING SECTIONS

A-302 WALL SECTIONS

A-303A BUILDING SECTION & WALL SECTIONS (OPTION)

A-401 ENLARGED UNISEX PLAN

A-402A ENLARGED ADMINISTRATIVE PLAN, ELEVATION, & DETAILS (OPTION)

A-501 PARTITIONS TYPES / ASSEMBLIES & DETAILS

A-502 DETAILS (EXTERIOR)

A-503 DETAILS (EXTERIOR/MISC)

A-601 DOOR ELEVATION, DETAILS, & SCHEDULE

A-602 WINDOWS AND LOUVERS SCHEDULES & DETAILS

A-603A DOORS & WINDOW ELEVATIONS, SCHEDULES, & DETAILS (OPTION)

A-701 EXTERIOR SIGNAGE TYPES & LOCATIONS

A-901 CONCRETE PERSPECTIVE VIEWS

A-902 METAL PERSPECTIVE VIEWS

09 INTERIORS

I-101A FURNITURE PLAN (OPTION)

11 FIRE PROTECTION

FA001 FIRE ALARM LEGEND, ABBREVIATIONS AND GENERAL NOTES

FA100 FIRE ALARM DEVICE PLAN

FA100A FIRE ALARM DEVICE PLAN (OPTION)

FA200 FIRE ALARM ELEVATIONS

FA500 TEST CELL SUPPRESION SYSTEM MANUAL START STATION

FA506 FIRE ALARM MATRIX

FX100 FIRE SUPPRESSION HAZARD CATEGORY PLAN

FX100A FIRE SUPPRESSION HAZARD CATEGORY PLAN (OPTION)

FX200 FIRE PUMP ELEVATION

FX201 RISER ELEVATION

FX400 FIRE PUMP ROOM ENLARGED

FX401 LARGE ENGINE TEST BAY

FX402 SMALL ENGINE TEST BAY

FX600 FIRE PROTECTION EQUIPMENT SCHEDULE

12 PLUMBING

P-001 PLUMBING LEGEND

P-101 SANITARY FLOOR PLAN

P-101A SANITARY FLOOR PLAN (OPTION)

P-102 DOMESTIC FLOOR PLAN

P-102A DOMESTIC FLOOR PLAN (OPTION)

P-301 PLUMBING BUILDING SECTION

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

14 MECHANICAL

M-001 HVAC LEGEND

M-101 MECHANICAL FLOOR PLAN

M-101A MECHANICAL FLOOR PLAN (OPTION)

M-301 HVAC BUILDING SECTIONS

M-302 HVAC BUILDING SECTIONS II

M-601 HVAC SCHEDULES

M-701 HVAC SEQUENCE OF OPERATIONS

15 ELECTRICAL

E-001 ELECTRICAL LEGEND, ABBREVIATIONS AND NOTES

ES101 OVERALL SITE PLAN - ELECTRICAL POWER

ES102 SITE PLAN 1

ES103 SITE PLAN 2

ES104 SITE PLAN 3

EG101 GROUNDING SITE PLAN BASE

EG101A GROUNDING SITE PLAN OPTION

E-101 ELECTRICAL POWER PLAN BASE

E-101A ELECTRICAL POWER PLAN OPTION

E-102 ELECTRICAL MECH. PLAN BASE

E-102A ELECTRICAL MECH. PLAN OPTION

E-103 ELECTRICAL LIGHTING PLAN BASE

E-103A ELECTRICAL LIGHTING PLAN OPTION

E-301 SECTION VIEWS

E-501 ELECTRICAL - LIGHTING DETAILS 1

E-502 ELECTRICAL - LIGHT POLE DETAILS

E-503 ELECTRICAL - GROUNDING DETAILS

E-504 VAULT AND TRANSFORMER DETAILS

E-505 ELECTRICAL CONTROL DIAGRAMS

E-506 DUCT BANK DETAILS

E-601 ELECTRICAL ONE-LINE DIAGRAM

E-620 ELECTRICAL PANEL SCHEDULES 1

E-621 ELECTRICAL PANEL SCHEDULES 2

E-622 ELECTRICAL PANEL SCHEDULES 3

FY18 PN86518 AETF DRAWING INDEX

SHEET ID SHEET TITLE

01 GENERAL

G-001 TITLE, LOCATION AND VICINITY MAPS

G-002 DRAWING INDEX & GENERAL NOTES

G-003 FIRE PROTECTION / LIFE SAFETY CODE REVIEW (1 OF 2)

G-004 FIRE PROTECTION / LIFE SAFETY CODE REVIEW (2 OF 2)

G-005 FIRE PROTECTION / LIFE SAFETY PLAN

04 GEOTECHNICAL

B-101 LOCATIONS OF EXPLORATION

B-301 TEST PIT LOGS 1

B-302 TEST PIT LOGS 2

B-303 TEST PIT LOGS 3

B-304 TEST PIT LOGS 4

B-305 TEST PIT LOGS 5

B-306 TEST PIT LOGS 6

05 CIVIL

C-001 CIVIL LEGEND, ABBREVIATION AND GENERAL NOTES

C-002 ACCESS AND HAUL ROUTE

C-003 EXISTING SITE PLAN

C-004 DISPERSION PLAN

C-005 TRAFFIC CONTROL PLAN

CD101 DEMOLITION PLAN 1

CD102 DEMOLITION PLAN 2

CD103 DEMOLITION PLAN 3

CS101 GENERAL SITE PLAN 1

CS102 GENERAL SITE PLAN 2

CS103 SITE PLAN 1

CS104 SITE AND GRADING PLAN 2

CS105 SITE AND GRADING PLAN 3

CP101 JOINT LAYOUT PLAN 1

CP101A JOINT LAYOUT PLAN 1 (OPTION)

CP102 JOINT GRADING PLAN

CP102A JOINT GRADING PLAN (OPTION)

CG101 GRADING PLAN 1

CU101 UTILITY PLAN 1

CU102 STORMWATER PLAN 1

CU103 UTILITY AND STORMWATER PLAN 2

CU104 UTILITY AND STORMWATER PLAN 3

CU105 UTILITY AND STORMWATER PLAN 4

C-301 SITE SECTION VIEWS

C-302 SANITARY SEWER PROFILE - LINE SS-1

C-303 SANITARY SEWER PROFILE - LINE SS-2

C-501 DETAILS 1 - SECTIONS

C-502 DETAILS 2 - PAVEMENT JUNCTIONS DETAILS

C-503 DETAILS 3 - SIDEWALK SECTIONS AND JOINT DETAILS

C-504 DETAILS 4 - PAVEMENT JOINT DETAILS

C-505 DETAILS 5 - PAVEMENT AND SLAB REINFORCEMENT DETAILS

C-506 DETAILS 6 - SIGNAGE DETAILS

C-507 DETAILS 7 - UTILITY DETAILS 1

C-508 DETAILS 8 - UTILITY DETAILS 2

C-509 DETAILS 9 - UTILITY DETAILS 3

C-510 DETAILS 10 - UTILITY DETAILS 4

C-511 DETAILS 11 - MISCELLANEOUS DETAILS 1

C-512 DETAILS 12 - MISCELLANEOUS DETAILS 2

07 STRUCTURAL

S-001 STRUCTURAL ABBREVIATIONS, LEGEND AND GENERAL NOTES

S-002 STRUCTURAL GENERAL NOTES

S-101 FOUNDATION PLAN

S-101A FOUNDATION PLAN (OPTION)

S-102 FRAMING PLAN

S-102A FRAMING PLAN (OPTION)

S-103 ROOF FRAMING PLAN

S-103A ROOF FRAMING PLAN (OPTION)

S-201 FRAMING ELEVATIONS

S-211 FRAMING ELEVATIONS

S-211A FRAMING ELEVATIONS (OPTION)

S-301 FOUNDATION SECTIONS

S-302 MISC FRAMING SECTIONS AND DETAILS

S-501 TYPICAL STRUCTURAL DETAILS

S-502 TYPICAL CMU DETAILS

S-701 WIND DIAGRAMS

S-702 WIND DIAGRAMS

S-703 SNOW DIAGRAMS

08 ARCHITECTURAL

A-001 ABBREVIATIONS, SYMBOLS, & GENERAL NOTES

A-002 AIR BARRIER PLAN & SECTIONS

A-003 AIR BARRIER COMPONENTS & DETAILS

A-004 AIR BARRIER PLAN, SECTION, COMPONENTS & DETAILS (OPTION)

A-101 FLOOR PLAN & ROOM FINISH SCHEDULE

A-101A FLOOR PLAN & ROOM FINISH SCHEDULE (OPTION)

A-102 REFLECTED CEILING PLAN & ROOF PLAN

A-102A REFLECTED CEILING PLAN & ROOF PLAN (OPTION)

1. PROJECT'S APPLIED CODES & STANDARDS: 2. BUILDING CODE REQUIREMENTS:

BASE BID: F-1 (Moderate-Hazard Factory Industrial; Engines) OPTION: B (Business; Admin/Breakroom)

Type II-A (Non-Combustible, Fully Sprinkled)

None required.

BASE BID: F-1 (Moderate-Hazard Factory Industrial; Engines) OPTION: B (Business; Admin/Breakroom)

F-1 B Actual | 3,585sf + 422sf = .019332 < 1 (okay compliant) Allowable | 200,000sf 300,000sf

Area Determination Aa = {At + [At x If] + [At x Is]} At (Tabular Building Area) = 100,000 (F-1) / 150,000 (B) Is (Sprinkler Increase) = 2 for sprinkler increase If (Frontage Increase) = 0

F-1 Occupancy Aa = 100,000 + [100,000(0)] + [100,000(2)] = 200,000 > 3,585 GSF (okay, compliant)

B Occupancy Aa = 92,000 + [92,000(0)] + [92,000(2)] = 300,000 > 422 GSF (okay, compliant)

4 Stories allowed above Grade Plane: 1 Story provided.

Maximum Height Allowed= 95' (75' + 20' Sprinkled) Actual height = 25'-0"

None required, single story building provided.

2-hour fire resistance rating: Engine Test Bay (101 & 102).

1-hour fire resistance rating: Fire Suppression Rm (108).

None required. 1 Story.

Construction type: Type II-A (IBC) ,Type II (222) (NFPA 220) Primary Structural Frame - ( 1 ) hour rating; **Intumescent Thin Film Coating - Engine Test Bay Only (101 & 102) Exterior Bearing Walls - N/A ( 0 ) hour rating Interior Bearing Walls - N/A ( 0 ) hour rating Exterior Nonbearing partitions - ( 0 ) hour rating Interior Nonbearing partitions - ( 0 ) hour rating Floor Construction & Secondary Members - ( 1 ) hour rating; **Engine Test Bay Only (101 & 102) Roof Construction & Secondary Members - ( 1 ) hour rating; **Intumescent Thin Film Coating - Engine Test Bay Only (101 & 102)

Building Fully Sprinkled Mechanical Rm requires 1 Hr or sprinklered.

Janitor Closet requires 1 Hr or sprinklered.

Fire Suppression Rm requires 1-Hr rating: 1-Hr provided (see o. Fire Pumps).

Engine Test Cell - Protected as Special Occupancy Per Chapter 4-2.2 of UFC 3-600-01 Engines & Shadow Area - Water Spray System Per NFPA 15, Densities Modified by UFC 3-600-01

0.50 gpm/sqft of engine surface area and shadow area 500 gpm hose stream demand

Remaining Test Cell Area - Overhead Deluge System

0.35 gpm/sqft of floor area 500 gpm hose stream demand

Adjacent Spaces - Protected Per Chapter 9 Table 9-3 UFC 3-600-01 Mechanical, Tool Storage Room, Fire Pump & Electrical Rooms - Ordinary Hazard

0.20 gpm/sqft over 2500 sqft 250 gpm hose stream demand

Remaining Areas - Light Hazard

0.10 gpm/sqft over 1500 sqft 250 gpm hose stream demand

Water supply was tested in accordance with NFPA 291 to assess the need for a fire pump to serve the fixed water spray fire protection system and deluge system. Hydrant #1368 was used as the residual hydrant and hydrants #1364, 1365, 1366 and 1367 were used as flowing hydrants.Results are as follows:

Date: October 3rd 2018 Residual Pressure: 42 PSI Static Pressure: 39 PSI Total Flow: 3367 GPM

The water spray system and delgue system operate simultaneously and require more than 42 PSI for operation.

A fire pump will be required for this building.

Water storage not required.

Backflow preventor valves will be provided as required by local authority or water purveyor. This will include test piping and a valve located downstream of the backflow preventer for flow testing the backflow preventer at full system demand flow. The discharge will be routed to an appropriate location outside the building. Minimum pressure drop across backflow preventer is 12 psi for hydraulic calcualtions.

Indoor fire pump rooms in non-high-rise buildings or in separate fire pump buildings shall be physically separated or protected by fire-rated construction in accordance wth Table 4.12.1.1.2. Pump Room/House Fully Sprinkled requires 1-Hr rating: 1-Hr provided.

a. UFC 1-200-01: General Building Requirements, 20 June 2016, with Change 1, 1 February 2018

b. UFC 3-600-01: Design: Fire Protection Engineering for Facilities, with Change 2, 25 March 2018

c. IBC 2015: International Building Code for fire resistance requirements, allowable floor area, building height limits, and building separation distance, except as modified by UFC 3-600-01

d. NFPA 1, 2015: Fire Code, for determining vehicle access requirements

e. NFPA 101, 2018: Life Safety Code, for building egress and life safety except as modified in UFC 3-600-01

f. NFPA 10, 2013: Standard for Portable Fire Extinguishers

g. NFPA 15, 2017: Standard for Water Spray Fixed Systems for Fire Protection

h. NFPA 13, 2016: Standard for Installation of Sprinkler Systems, minimum requirements for design and installation of automatic fire sprinkler systems and exposure protection

i. NFPA 20, 2016: Standard for the Installation of Stationary Pumps for Fire Protection, for construction & installation rqmts for fire pumps

j. NFPA 30, 2018: Flammable and Combustible Liquids Code, for construction requirements and fire resistance ratings for liquid storage areas

k. NFPA 70, 2017: National Electrical Code (NEC) - Article 500 Hazardous Locations

l. NFPA 80, 2016: Standard for Fire Doors and Other Opening Protectives

m. NFPA 72, 2016: National Fire Alarm and Signaling Code

n. NFPA 90A, 2015: Standard Installation of Air Conditioning & Ventilation Systems, for protection of openings, shafts, fire dampers, smoke dampers, penetrations and fan control

o. NFPA 96, 2017: Standard for Ventilation Control and Fire Protection of Commercial Cooking

p. NFPA 291, 2016: Recommended Practice for Fire Flow Testing and Marking of Hydrants

q. NFPA 423, 2016: Standard for Construction and Protection of Engine Test Facilities

r. ABA (Architectural Barriers Act) Accessibility Standards for DoD Facilities, 2015

s. FM Global Data Sheet 7-77: Testing of Engines and Accessory Equipment 2015

t. FM Global Data Sheet 7-83: Drainage Systems for Ignitable Liquids 2014

a. Occupancy Classification:

IBC: Chapter 3

b. Construction Type:

IBC: Chapter 6

c. Mixed Use & Occupancy Separations:

IBC: Section 508 IBC: Table 506.2

d. Area Limitations / Modifications:

IBC: Section 503, 506, 507

e. Height Limitations:

IBC: Table 504.3 and Section 504.2

f. Vertical Enclosures, Continuity & Protection:

IBC: Section 708

NFPA 101: 7.2.2, 8.6

g. Opening Protectives & Thru-Penetrations:

NFPA 101: 8.3 thru 8.6

NFPA 80

NFPA 423

h. Horizontal Assemblies:

IBC: Section 712

i. Fire Resistive Requirements:

IBC: Table 601 and Section 602

NFPA 423: 4.1.1

NFPA 220: Table 4.1.1

j. Enclosure Protection:

NFPA 101: 8.7.1.1, 8.7.1.2, 40.3.2.4

ASME A17.1

k. Fire Protection System:

UFC 3-600-01: Chapters 4 & 9 UFC 3-600-01: Appendix B

UFC 3-600-01: 9-7, except as modified in Chapter 4 of UFC for specific facility types

NFPA 13

NFPA 15

NFPA 20

NFPA 423

l. Available Water Supply Testing:

UFC 3-600-01: Chapter 9-6.4

NFPA 291

m. Water Storage Tank Requirements:

UFC 3-600-01: Chapter 9-4

n. Backflow Preventer & Testing:

NFPA 13: 8.16.1.1.2.5

NFPA 24: 6.5

UFC 3-600-01: Chapter 9-6 & 9-7

o. Fire Pump(s):

UFC 3-600-01: Chapter 3

NFPA 20

FIRE PROTECTION / LIFE SAFETY / ACCESSIBILITY CODE REVIEW (1 OF 2): FY18 ENGINE TEST & EVALUATION FACILITY, JOINT BASE LEWIS-McCHORD, WASHINGTON

US Army Corps of Engineers ®

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4. MASS NOTIFICATION:

Not Provided.

Low Occupancy Building building routinely occupied by less than 11 persons and with a population density of less than one person per 430 square feet. See "Inhabited Building" in UFC 4-010-01. Also reference UFC 4-010-01 Section 1-9.1 "Low Occupancy Buildings". On the basis of the aforementioned, the buliding is excempt from the requirements of Standard 21. Mass Notificaiton.

UFC 4-021-01

UFC 4-010-01

3. LIFE SAFETY REQUIREMENTS:

Special-Purpose Industrial Occupancy

Anticipated Occupancy = 3 Fulltime and 2 Transient Actual floor area Special-Purpose Industrial: 4,007 GSF / NA GSF (per Table 7.3.1.2) = NA

BASE BID: 3,585 GSF + OPTION: 422 GSF

Total Floor Maximum Occupancy: NA

Total egress capacity needed:

Stairs & Ramps: Single Story, None Provided.

Cooridors: None Provided.

Doors Discharge Width: 36"/.2 (Others / Level Components) = 180 persons

Total Egress Capacity of Building:

Total Building Occupancy (5 persons) (. 2) = 1" required egress width.

Number of exits needed:

Egress width required 1". Minimum door width required 32".

BASE BID: The number of Means of Egress shall be not less than 2.

2 egress doors of 36" clear provided:(3)(36") = 108" > 1" egress width required.

OPTION: The number of Means of Egress shall be not less than 1 (less than 20 persons).

1 egress doors of 36" clear provided:(3)(36") = 108" > 1" egress width required.

The number of Means of Egress shall be not less than 2:

BASE BID: 2 Provided OPTION: 1 Provided BASE + OPTION: 3 Provided

Dead-end Corridors shall not exceed 50'-0" max: None provided..

BASE BID: Common Path of Travel shall not exceed 100'-0" max: 40'-0" (Engine Test Bay) provided.

BASE BID: Maximum Travel Distance shall not exceed 400'-0" max: 90'-0" (Engine Test Bay) provided.

OPTION: Common Path of Travel shall not exceed 100'-0" max: 30'-0" (Admin/Break) provided.

OPTION: Maximum Travel Distance shall not exceed 400'-0" max: 30'-0" (Admin/Break) provided.

Illumination of the egress paths shall be provided in accordance with 7. 8. The system will be designed to maintain a minimum of 1 foot-candle at floor level. The power source for egress lighting will be a central inverter.

Emergency lighting shall be provided in accordance with 7. 9. The central inverter will come on line immediately upon loss of normal power, and will provide power for emergency lighting for a minimum of 90 minutes.

Exits shall be marked by an approved sign readily visible from any direction of exit access.

Special Purpose Industrial Occupancy:

Interior finishes for vestibules and corridors shall be class A, B, or C.

Interior finishes for non-exit (other spaces) areas shall be either class A, B, or C.

Manual alarm initiation, automatic detection, and alarm notification are required. Notifications will be sent to Joint Base Lewis-McChord Emergency Communications Center Monaco D-21.

Portable fire extingishers are not required and will not provided.

Portable fire extinguishers are not permitted in engine test cell.

No separation required per NFPA 101, 40.3.6 (exempt from 7.1.3.1): Builidng Fully Sprinkled.

Fire dampers shall be dynamic type, rated for 3,000 ft/min or greater.

Fire rated dampers shall be installed in ducts passing through partitions or walls having a fire resistance rating of 2 hours or greater.

Fire dampers shall be installed in ducts passing through fire resistance rated shafts.

Fire dampers shall be installed in air transfer openings in fire resistance rated partitions.

Fire dampers shall be installed in ducts passing through floors except where the floor penetration is within a fire rated shaft.

Air handling systems sized less than 15,000 cfm: Not required

Branch connections and air handling units sized less than 2,000 cfm: Not required

Single Story Building: Not required.

Single Story Building: Not required.

Test Cell Area (Engine Test Bay #1 & #2), Restroom, Telecom Room, Tool Room: Class I, Division II Remainder of Building: Unclassified

All weather ground access provided with widened/thickened sidewalks at 30 ft from the bldg on two sides of the two story bldg. Access road is 24 feet in width and accomodates a turning radius of 55 feet for fire department access.

a. Classification of Occupancy:

NFPA 101: Ch 40

b. Occupant Load:

NFPA 101: Table 7.3.1.2 & Chapters 40

c. Capacity of Means of Egress:

NFPA 101: 7.3.3 & Chapters 40

7.2.1.2 (Doors) Table 7.3.3.1

d. Number of Exits:

NFPA 101: 7.2, 7.4, & Chapter 40

NFPA 101: 7.2.1.2.3.2, 7.4.1.2, 7.5.1.2, 40.2.4

e. Arrangement of Means of Egress:

NFPA 101: 7.5 & Chapters 40 40.2.5

f. Travel Distance to Exits:

NFPA 101: 7.6 & Chapters 40

g. Illumination of Means of Egress:

NFPA 101: 7.8 & Chapters 40

h. Emergency Lighting:

NFPA 101: 7.9 & Chapters 40

i. Marking of Means of Egress:

NFPA 101: 7.10 & Chapters 40

j. Interior Finish Classification Limits:

NFPA 101: Table A.10.2.2

k. Detection, Alarm, & Communications:

UFC 3-600-01: Section 9-18 NFPA 101: 9.6 & Chapters 40

l. Portable Fire Extinguishers:

NFPA 101: 9.9, 9.7.1.4

NFPA 10: Table 5.2.1

UFC 3-600-01: 9-17

NFPA 423: 6.1.2

m. Corridors:

NFPA 101: Chapters 40

n. Fire Dampers:

NFPA 90A: 5.3.1, 5.4.1 & 5.4.2

o. Smoke Dampers:

IBC: Section 716

NFPA 90A: 4.3.10.2, 5.3.5.1

p. Duct Smoke Detectors

NFPA 90A: 6.4.2.1

q. Elevators

UFC 3-600-01: 6-30

IBC: Chapter 30

ASME A17.1

NFPA 13

r. Roof Access:

UFC 3-600-01: 2-9

IBC: Chapter 1009.13

UFC 3-110-03: 1-8.6

s. Hazardous Locations in Commercial Garages:

NFPA 70: NEC Articles 500 & 511

t. Fire Dept Vehicle Access

UFC 3-600-01: 9-1

NFPA 1: 3.5

5. ACCESSIBILITY REQUIREMENTS:

Facility shall be completely accessible in accordance v.ith ABA.

Fire alarm annunciators shall be in accordance with ABA.

ABA: Chapters 1-10

6. FUEL STORAGE & HANDLING REQUIREMENTS:

Tank capacity: 751 to 12,000 gallons maximum. Fuel tank shall comply with the provisions of Chapter 22, NFPA 30: Flammable and Combustible Liquids Code (2018).

Contents of fuel tank is JP-8, classified as a Class II Combustible Liquid per NFPA 30.

Flash point 100 degrees Fahrenheit.

Boiling Range 302-554 degrees Fahrenheit.

Non water-soluble.

Density 800 kg/cubic meter (water 997 kg/cubic meter).

22.4.1.1 Tanks storing Class I, Class II, or Class IIIA stable liquids whose internal pressure is not permitted to exceed a gauge pressure of 2.5 psi shall be located in accordance with Table 22.4.1 and Table 22.4.1.1(b).

22.11- Control of Spills from Aboveground Storage Tanks IAW 22.11.4 (Secondary Containment-Type Aboveground Storage Tanks: Where a secondary containment–type tank is used to provide spill control, the tank shall meet all of the requirements of 22.11.4.1 through 22.11.4.10.

JP-8 is a Class II liquid and requires 30 foot minimum distance from property line, 5 foot minimum distance from any public way or important building. (NFPA 30 Tables 22.4.1.1 (a) and (b)).

Drainage system is required for engine test cells (NFPA 423 5.2.1) Floor within engine test bay slopes 1% toward trench drains to facilitate drainage of combustible fluid into trench drains.(NFPA 423 5.2.2).

Trench drains sized per FM Loss Prevention Data Sheet 7-83: 1' wide, 8" deep, and 10' long per test cell bay.

FIRE PROTECTION / LIFE SAFETY / ACCESSIBILITY CODE REVIEW (2 OF 2): FY18 ENGINE TEST & EVALUATION FACILITY, JOINT BASE LEWIS-McCHORD, WASHINGTON

3. LIFE SAFETY REQUIREMENTS (CONT.):

All parts of facility must be within 350 feet of a fire hydrant.

At least one hydrant must be located within 150 feet of the fire department connection.

Ground must be graded such that surface drainage is away from the hydrant.

Service laterals serving hydrants must be a minimum of 6 inches in diameter.

Hydrants must have a sectional valve upstream of the hydrant and downstream of the connection to the service main.

Number of hydrants must be calculated such that no more than 1,250 GPM is taken from any single hydrant.

Not Provided.

u. Fire Hydrant Installation

UFC 3-600-01: 9-3.51

UFC 3-230-01

AWWA M31 & M17

NFPA 24

v. Kitchen Cooking Exhaust Equipment NFPA 101: 9.2.3, Chapters 12-42

NFPA 96

NFPA 30: Chapter 22 Storage of Liquids in Tanks- Aboveground Storage Tanks

FM Loss Prevention Data Sheet 7-83

NFPA 423

US Army Corps of Engineers ®

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ADMIN/BREAK (OPTION)

109A

TRAVEL DISTANCE PATH

TWO HOUR FIRE BARRIER CONSTRUCTION

ONE HOUR FIRE PARTITION CONSTRUCTION

ENGINE TEST BAY

#1

101A

ROOM NAME & NUMBER

LEGEND:

COMMON PATH

MAX TRAVEL DISTANCE

GENERAL NOTES:

1. THIS DRAWING IS FOR REFERENCE ONLY, ALL INFORMATION CONTAINED HERE IS

LOCATED ON THE CONSTRUCTION DOCUMENTS.

2. SEE SHEET G-003 & G-004 FOR SUMMARY OF BUILDING CODE AND LIFE SAFETY CODE

REVIEW.

3. SEE FIRE ALARM AND FIRE PROTECTION DRAWINGS FOR AUTOMATIC SPRINKER, FIRE

ALARM AND FIRE DETECTION SYSTEMS.

4. SEE ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING AND EXIT LIGHTING

INFORMATION.

5. SEE DOOR AND WINDOW SCHEDULES FOR LISTING OF FIRE RATED DOORS AND FRAMES

WITH REQUIRED MINIMUM PROTECTION RATING.

6. FIRE EXTINGUISHER CABINET LOCATIONS SHOWN ARE SCHEMATIC.

7. SEE FLOOR PLAN DRAWINGS FOR DETAILED LOCATIONS.

8. SEE FLOOR PLANS AND WALL PARTITION TYPE SCHEDULES FOR FIRE RESISTIVE WALL

ASSEMBLIES.

TRAVEL DISTANCE LEGEND:

1. MAX COMMON PATH OF TRAVEL = 20'-0" (ENGINE TEST BAY #1). 100'-0" ALLOWABLE.

2. MAX TRAVEL DISTANCE = 58’-0" (ENGINE TEST BAY #2). 400’-0" ALLOWABLE.

3. MAX COMMON PATH OF TRAVEL = 29'-0" (ADMIN/BREAK). 100'-0" ALLOWABLE.

MAX TRAVEL DISTANCE = 29’-0" (ADMIN/BREAK). 400’-0" ALLOWABLE.

EMERGENCY EXIT SIGN

US Army Corps of Engineers ®

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1/8" = 1'-0"C1 FIRE PROTECTION / LIFE SAFETY PLAN

N

0 8' 16'8' 16' 1/8" = 1'-0"C6

FIRE PROTECTION / LIFE SAFETY PLAN

(OPTION)

0 8' 16'8' 16'

ASPH. PAVEMENT

BUILDING

ONE STORY

CONC, JERSEY BARRIERS

ASPHALT ROADWAY ACCESS

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EXTRUDED CURBS

ASPH. PAVEMENT

3 3

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CONSTRUCTION LIMITS

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LOCATIONS OF EXPLORATION

A1

CONSTRUCTION LIMITS

TP-12

AND ID

TEST PIT LOCATION

FOR SURVEY NOTES, SEE SHEET C-003.3.

FOR TEST PIT LOGS, SEE SHEETS B-301 THROUGH B-306.2.

LOCATIONS OF EXPLORATION ARE APPROXIMATE.1.

EVALUATION FACILITY

AIRCRAFT ENGINE TEST &

TP-01

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NOT TO SCALE

TEST PIT LOGS 1

C1

FOR LOCATIONS OF EXPLORATION, SEE SHEET B-101.1.

Water @ 10' smell, from surface to 4'.

Dark organics, moderate

Approximate Hole Bottom @ 10' gravel.

Organics, roots, black, with some sand and

Excavation Equipment: Komatsu Avance PC120

(up to 4-inch).

Medium dense, moist, light brown, with cobbles

(GP-GM) Poorly graded gravel with silt and sand.

brown.

(SM) Silty sand with gravel. Loose, moist, light moist, coarse sand, gray.

(SP) Poorly graded sand with gravel. Loose, moist, gray, with cobbles (up to 12-inch).

(SP) Poorly graded sand with gravel. Loose, TEST PIT LOG

Elevation: Not Surveyed

Project: FY18 PN86518 Aircraft Engine Facility Location: JBLM, WA

Water Level: 10'

Test Pit Number:

(FT)

SURFACE

BELOW

DEPTH

SOIL DESCRIPTION

S a m p le

Remarks

Logger: T. Macpherson

Date Excavated: 22 February 2018

2018-TP-03 SHEET 3 OF 16

S8

Length: N/A Width: N/A Depth: 10'

Ending: 2:20 PM

Starting: 1:30 PM

Weather: Snowy, Clear, 17-37°

Contractor: Kelly's Excavating

Easting: 1123614.61 ft

Northing: 643552.993 ft

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TEST PIT LOG

Elevation: Not Surveyed

2018-TP-01

Project: FY18 PN86518 Aircraft Engine Facility Location: JBLM, WA

SHEET 1 OF 16

Water Level: N/A Contractor: Kelly's Excavating

Test Pit Number:

(FT)

SURFACE

BELOW

DEPTH

SOIL DESCRIPTION

S a m p le

Remarks

Roots to 1.5

Topsoil

Drier, gray

Approximate Hole Bottom @ 9'

Hard To Dig

S1

S2

S3

S4

Logger: T. Macpherson

Length: N/A Width: N/A Depth: 9'

Date Excavated: 22 February 2018Excavation Equipment: Komatsu Avance PC120

Ending: 12:15 PM

Starting: 11:00 AM

Weather: Snowy, Clear 17-37°

Easting: 1123422.332 ft

Northing: 643481.029 ft dense, moist, fine to coarse sand, gray.

(SW) Well graded sand with gravel. Medium

(up to 6-inch).

medium sand, little silt, brown, with cobbles

(SM) Silty sand with gravel. Dense, moist, fine to little silt.

(SM) Silty sand with gravel. Dense, dry to moist, to medium, angular sand.

gravel within layers of fine

Stratified lenses of fine gray-brown, with cobbles (up to 6-inch).

moist, mostly medium to coarse sand, (SP) Poorly graded sand with gravel. Loose, TEST PIT LOG

Elevation: Not Surveyed

2018-TP-02

Project: FY18 PN86518 Aircraft Engine Facility Location: JBLM, WA

SHEET 2 OF 16

Water Level: N/A

Test Pit Number:

(FT)

SURFACE

BELOW

DEPTH

SOIL DESCRIPTION

S a m p le

Remarks

Logger: T. Macpherson

Date Excavated: 22 February 2018

Length: N/A Width: N/A Depth: 11'

Topsoil, organics, grass

2/10 ft thick concrete rubble

Very consistent and concrete Plastic, trash, S5

S6

S7

Approximate Hole Bottom @ 11'

Excavation Equipment: Komatsu Avance PC120

Ending: 1:00 PM

Starting: 12:30 PM

Weather: Snowy, Clear 17-37°

Contractor: Kelly's Excavating

Easting: 1123634.907 ft

Northing: 643377.131 ft moist, gray, with cobbles (up to 6-inch).

(GM) Silty gravel with sand. Medium dense, brown.

moist, fine to coarse gravel, brown to reddish

(GW) Well graded gravel with sand. Loose, (1.5-foot).

cobbles (up to 1-foot) and one boulder moist to wet, fine to coarse gravel, gray, with

(GW) Well graded gravel with sand. Loose, B-302

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C1

FOR LOCATIONS OF EXPLORATION, SEE SHEET B-101.1.

TEST PIT LOG

Elevation: Not Surveyed

Project: FY18 PN86518 Aircraft Engine Facility Location: JBLM, WA

Water Level: N/A

Test Pit Number:

(FT)

SURFACE

BELOW

DEPTH

SOIL DESCRIPTION

S a m p le

Remarks

Logger: T. Macpherson

Length: N/A Width: N/A Depth: 9'

Date Excavated: 22 February 2018

SHEET 6 OF 162018-TP-06

Approximate Hole Bottom @ 9'

Lots of caving from 3' to 9'.

of black organics

Intermittent seams due to caving

Test pit terminated

Dense, dry, gray, crushed gravel, parking lot test pit extends to bottom of hole

Patch of black topsoil in eastern portion of

Excavation Equipment: Komatsu Avance PC120

Ending: 4:45 PM

Starting: 4:15 PM

Weather: Snowy, Clear, 17-37°

Contractor: Kelly's Excavating

Easting: 1124427.59 ft

Northing: 643692.763 ft

(up to 6-inch).

Medium dense, moist, brown, with cobbles

(GW-GM) Well graded gravel with silt and sand.

gray brown, with cobbles (up to 6-inch).

(SM) Silty sand with gravel. Very loose, moist, S O

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TEST PIT LOG

Elevation: Not Surveyed

Project: FY18 PN86518 Aircraft Engine Facility Location: JBLM, WA

Water Level: 4'

Test Pit Number:

(FT)

SURFACE

BELOW

DEPTH

SOIL DESCRIPTION

S a m p le

Remarks

Logger: T. Macpherson

Length: N/A Width: N/A Depth: 7'

Date Excavated: 22 February 2018

2018-TP-04 SHEET 4 OF 16

S10

S9

Approximate Hole Bottom @ 7' sloppy, caving.

Loose, wet to saturated, due to refusal.

Test pit terminated

Excavation Equipment: Komatsu Avance PC120

Ending: 3:00 PM

Starting: 2:30 PM

Weather: Snowy, Clear, 17-37° broken apart.

dissolved in water and conglomerate. Could be very hard, intact

Sample recovered was dry, against hard surface.

At 6' hard to dig. Scraping standing in excavation.

in from side walls and

At 4' water bubbling Water @ 4'

Contractor: Kelly's Excavating

Easting: 1123879.796 ft

Northing: 643633.177 ft

Topsoil, organics, tree roots, loose, black.

(up to 6-inch).

sand; few silt; gray to tan, with cobbles moist to wet, fine to coarse gravel; fine to coarse (GM) Silty gravel with sand. Medium dense, conglomerate/intact, water soluble.

to coarse sand; some silt; light brown to tan, moist; mostly fine to coarse gravel; mostly fine (SM) Silty sand with gravel. Very dense, dry to

S11

S12

TEST PIT LOG

Elevation: Not Surveyed

Project: FY18 PN86518 Aircraft Engine Facility Location: JBLM, WA

Water Level: N/A

Test Pit Number:

(FT)

SURFACE

BELOW

DEPTH

SOIL DESCRIPTION

S a m p le

Remarks

Logger: T. Macpherson

Date Excavated: 22 February 2018

2018-TP-05 SHEET 5 OF 16

Length: N/A Width: N/A Depth: 11' and roots to 5'

Extensive organics

Approximate Hole Bottom @ 11'

Excavation Equipment: Komatsu Avance PC120

Ending: 4:00 PM

Starting: 3:30 PM

Weather: Snowy, Clear, 17-37°

Contractor: Kelly's Excavating

Easting: 1124173.45 ft

Northing: 643584.919 ft black; with organics.

mostly medium, fine to coarse sand; few silt;

Loose, moist; mostly coarse to fine gravel;

(SW-SM) Well graded sand with silt and gravel.

occasional cobbles (up to 1-foot).

Loose, moist, fine to medium sand, with

(GW-GM) Well graded gravel with silt and sand.

to coarse sand; few silt.

Loose; moist; fine to coarse gravel; mostly fine

(SP-SM) Poorly graded sand with silt and gravel.

B-303

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TEST PIT LOGS 3

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FOR LOCATIONS OF EXPLORATION, SEE SHEET B-101.1.

(FT)

SURFACE

BELOW

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SOIL DESCRIPTION

S a m p le

Remarks

Top of boring

2018-TP-09 SHEET 9 OF 16

Test Pit Number:

TEST PIT LOG

Project: FY18 PN86518 Aircraft Engine Facility

Elevation: Not Surveyed

Water Level: N/A

Location: JBLM, WA

Length: 15' Width: 3' Depth: 9'

Date Excavated: 18 July 2018

Hard digging @ 6' to 11'

Approximate Hole Bottom @ 11'

Excavation Equipment: Komatsu Avance PC120

Logger: J. Feider

Contractor: Kelly's Excavating

Ending: 12:30 PM

Starting: 11:45 AM

Weather: Sun & Clouds 63°F

Easting: 1124077.924 ft

Northing: 643611.753 ft

S1

S2

S1 @ 0.5' - 1'

S2 @ 2.5' - 3.5'

S3 S3 @ 7' - 7.5' abundant organics and roots.

dense, moist, fine to coarse gravel, with

Topsoil. (SM) Silty sand with gravel. Medium sand; trace silt; tan; with cobbles (up to 6-inch).

subangular gravel; mostly medium, fine to coarse dense; dry; mostly fine to coarse, angular to

(SP) Poorly graded sand with gravel. Medium with cobbles (up to 6-inch).

gravel; mostly fine to coarse sand; few silt; gray;

mostly fine to coarse, subangular to subrounded

(GM) Silty gravel with sand. Medium dense; dry;

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Top of berm

Bottom of berm

Native Soil

Soda can lid @ 4'

TEST PIT LOG

Elevation: Not Surveyed

Project: FY18 PN86518 Aircraft Engine Facility Location: JBLM, WA

Water Level: N/A

Test Pit Number:

2018-TP-08 SHEET 8 OF 16

Date Excavated: 18 July 2018

Ending: 3:15PM

Starting: 1:45PM

Weather: Sunny 67°F

Length: 34.0' Width: 3.5' Depth: 17'

Approximate Hole Bottom @ 17'

Excavation Equipment: Komatsu Avance PC120

Glacial Till?

Hard digging @ 13'

Glacial Till?

@ 16' to 17'

Very hard digging

Logger: J. Feider

Contractor: Kelly's Excavating

Easting: 1123985.192 ft

Northing: 643560.477 ft

S1

S4

S2 S2 @ 9' - 9.5'

S4 @ 7.5' - 8'

S1 @ 2.5' - 3.5'

S3 @ 13' - 13.5'S3

(up to 1-inch).

dark gray, with cobbles (up to 6-inch), with roots

Fill. (GM) Silty gravel with sand. Dense, moist, (up to 1/4-inch).

coarse gravel; with organics and roots

(SM) Silty sand. Medium dense; moist; fine to sand; trace silt; with cobbles (up to 6-inch).

rounded gravel; mostly medium, fine to coarse moist; mostly fine to coarse, subrounded to

(GP) Poorly graded gravel with sand. Loose;

cobbles (up to 6-inch).

coarse gravel, fine sand, low plasticity silt, with (SM) Silty sand with gravel. Loose, moist, fine to

TEST PIT LOG

Elevation: Not Surveyed

Project: FY18 PN86518 Aircraft Engine Facility Location: JBLM, WA

Water Level: N/A

Test Pit Number:

(FT)

SURFACE

BELOW

DEPTH

SOIL DESCRIPTION

S a m p le

Remarks

Logger: T. Macpherson

Date Excavated: 22 February 2018

2018-TP-07 SHEET 7 OF 16

Length: N/A Width: N/A Depth: 10'

S13

Dense, dry, gray, crushed gravel, parking lot

Approximate Hole Bottom @ 10'

Excavation Equipment: Komatsu Avance PC120

Ending: 5:15 PM

Starting: 5:00 PM

Weather: Snowy, Clear, 17-37° due to caving.

Hole terminated

Contractor: Kelly's Excavating

Easting: 1124400.051 ft

Northing: 643514.104 ft

(SM) Silty sand. Loose, moist.

organics.

Medium dense, dry to moist, tan gray, with black

(GW-GM) Well graded gravel with silt and sand.

dense, moist, light brown.

(SP) Poorly graded sand with gravel. Medium moist, light brown.

(SP) Poorly graded sand with gravel. Loose, B-304

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TEST PIT LOGS 4

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FOR LOCATIONS OF EXPLORATION, SEE SHEET B-101.1.

(FT)

SURFACE

BELOW

DEPTH

SOIL DESCRIPTION

S a m p le

Remarks

Top of Boring

TEST PIT LOG

Elevation: Not Surveyed

2018-TP-12

Project: FY18 PN86518 Aircraft Engine Facility Location: JBLM, WA

Water Level: N/A

Test Pit Number:

Excavation Equipment: Komatsu Avance PC120

Ending: 5:10 PM

Starting: 4:50 PM

Weather: Sunny 73°F

SHEET 12 OF 16

Length: 14' Width: 3.5' Depth: 4'

S2 @ 3.5' to 4' to bucket refusal

Hole terminated due

Date Excavated: 18 July 2018

Approximate Hole Bottom @ 4'

Logger: J. Feider

Glacial Till?

Hard to dig @ 3' to 4'

Contractor: Kelly's Excavating

Easting: 1123862.499 ft

Northing: 643554.581 ft

S1

S2

S1 @ 0.5' - 1.5' with organics and roots (up to 1.5-inch).

Topsoil. (SM) Silty sand. Loose, moist, dark gray, fine to coarse sand, few silt.

Loose, moist, fine to coarse subangular gravel, (GP-GM) Poorly graded gravel with silt and sand.

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Remarks

Top of Boring

Poorly graded cobbles layer 18"

8" Gravel surfacing

Steel Wire @ 2.25'

Trace Boulders up to 15"

TEST PIT LOG

Elevation: Not Surveyed

2018-TP-10

Project: FY18 PN86518 Aircraft Engine Facility Location: JBLM, WA

Water Level: N/A

Test Pit Number:

Excavation Equipment: Komatsu Avance PC120

Ending: 10:10 AM

Starting: 9:15 AM

Weather: Cloudy 60°F

SHEET 10 OF 16

18 July 2018

Length: 14' Width: 3.5' Depth: 11'

S1 @ 3' to 4'

Ceramic Tile @ 5'

Concrete Debris @ 8'

Caving Side Walls @ 10' wider not deeper.

Test pit was becoming deeper with caving.

Could not excavate

Logger: J. Feider

Approximate Hole Bottom @ 11'

Contractor: Kelly's Excavating

Easting: 1124291.726 ft

Northing: 643712.548 ft

S1 sand. Medium dense, dry, tan, with organics.

Fill. (GW-GM) Well graded gravel with silt and cobbles (up to 8-inch); with organics.

to coarse sand; few silt; dark brown to black; with an sand. Loose; moist; fine to coarse gravel; fine

Topsoil. (GP-GM) Poorly graded gravel with silt

(FT)

SURFACE

BELOW

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SOIL DESCRIPTION

S a m p le

Remarks

Top of Boring to bucket refusal

Hole terminated due

Approximate Hole Bottom @ 7'

TEST PIT LOG

Elevation: Not Surveyed

2018-TP-11

Project: FY18 PN86518 Aircraft Engine Facility Location: JBLM, WA

Water Level: N/A

Test Pit Number:

Ending: 4:15 PM

Starting: 3:30 PM

Weather: Sunny 72°F

SHEET 11 OF 16

Length: 14' Width: 3' Depth: 7'

Date Excavated: 18 July 2018Excavation Equipment: Komatsu Avance PC120

Logger: J. Feider

Contractor: Kelly's Excavating

Easting: 1123933.279 ft

Northing: 643613.528 ft

S2 S2 @ 3' - 4'

(up to 1-inch).

sand, dark gray, with organics and roots dense, dry, fine to coarse gravel, fine to coarse

Topsoil. (SM) Silty sand with gravel. Medium

(up to 8-inch).

sand, trace silt, light gray, with cobbles dense, dry, fine to coarse gravel, fine to coarse

(SP) Poorly graded sand with gravel. Medium

Glacial Till?

Hard to dig @ 2.5' to 7'

B-305

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TEST PIT LOGS 5

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FOR LOCATIONS OF EXPLORATION, SEE SHEET B-101.1.

(FT)

SURFACE

BELOW

DEPTH

SOIL DESCRIPTION

S a m p le

Remarks

Top of Boring

S1 @ 0.5' to 1.5'

S2 @ 4' to 4.5'

Glacial Till?

Hard Digging @ 4.5'

TEST PIT LOG

Elevation: Not Surveyed

2018-TP-15

Project: FY18 PN86518 Aircraft Engine Facility Location: JBLM, WA

Test Pit Number:

Excavation Equipment: Komatsu Avance PC120

Water Level: N/A to bucket refusal

Hole terminated due

Approximate Hole Bottom @ 4.5'

Ending: 5:45 PM

Starting: 5:20 PM

Weather: Sunny 75°F

SHEET 15 OF 16

Date Excavated: 18 July 2018

Length: 14' Width: 3.5' Depth: 4.5'

Logger: J. Feider

Contractor: Kelly's Excavating

Easting: 1124028.22 ft

Northing: 643643.463 ft

S1

S2 gray, with organics and roots (up to 1/2-inch).

Topsoil. (SM) Silty sand. Loose, moist, dark cementation; with cobbles (up to 5-inch).

sand; light gray; oxide staining; slight fine to coarse subangular gravel; fine to coarse

(SP) Poorly graded sand with gravel. Loose; dry;

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Remarks

Glacial Till?

TEST PIT LOG

Elevation: Not Surveyed

2018-TP-13

Project: FY18 PN86518 Aircraft Engine Facility Location: JBLM, WA

Water Level: N/A

Test Pit Number:

Excavation Equipment: Komatsu Avance PC120

Concrete Slab @ 1'

Hard To dig @ 2' to 3'

Approximate Hole Bottom @ 11'

Ending: 11:15 AM

Starting: 10:15 AM

Weather: Cloudy 60°F

SHEET 13 OF 16

Length: 14' Width: 3' Depth: 11'

Hard to dig

Asphalt Slabs @ 5.5' to 6'

Asphalt pavment @ 7'

Hard to dig @ 7' - 11'

Caving @ 7'

Date Excavated: 18 July 2018

Logger: J. Feider

Contractor: Kelly's Excavating

Easting: 1124215.013 ft

Northing: 643664.904 ft

S1

S2

S2 @ 7.5' - 8'

S1 @ 2' - 4'

(up to 5-inch).

plasticity silt, light gray, with cobbles coarse gravel, fine to coarse sand, little low

(SM) Silty sand with gravel. Loose, dry, fine to

(up to 1/8-inch).

cobbles (up to 8-inch), with organics and roots medium, fine to coarse sand, few silt; with subangular to subrounded gravel; mostly sand. Medium dense; dry; mostly fine to coarse, Fill. (GW-GM) Well graded gravel with silt and

(FT)

SURFACE

BELOW

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SOIL DESCRIPTION

S a m p le

Remarks

S2 @ 2' to 3'

Hard digging @ 4' to 10.5'

S3 @ 4.5' to 5'

Glacial Till?

TEST PIT LOG

Elevation: Not Surveyed

2018-TP-14

Project: FY18 PN86518 Aircraft Engine Facility Location: JBLM, WA

Water Level: N/A

Test Pit Number:

Excavation Equipment: Komatsu Avance PC120

SHEET 14 OF 16

Date Excavated: 18 July 2018

Length: 14' Width: 3' Depth: 10.5'

Logger: J. Feider

Approximate Hole Bottom @ 10.5'

Contractor: Kelly's Excavating

Ending: 1:30 PM

Starting: 12:40 PM

Weather: Sunny, Cloudy 65°F

Easting: 1124104.773 ft

Northing: 643658.68 ft

S1 S1 @ 9" to 12"

S2

S3 cobbles (up to 10-inch).

moist, fine sand, trace low plasticity silt, with (SP) Poorly graded sand with gravel. Loose, cobbles (up to 8-inch).

subrounded gravel; fine to coarse sand; with Loose; dry; fine to coarse, subangular to (GP-GM) Poorly graded gravel with silt and sand.

(up to 1/2-inch).

dense, dry, dark gray, with organics and roots Topsoil. (SM) Silty sand with gravel. Medium

B-306

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FOR LOCATIONS OF EXPLORATION, SEE SHEET B-101.1.

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IT

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2:56:34 PM

U .S

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4/12/2019

F Y P

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IR

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IL

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F

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109876 of Engineers

US Army Corps

SHEET ID

J O

IN

T B

A S

E L

E W

IS

M

C C

H O

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W A

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File Path: I:\AECDesigns\FY18_PN86518_AETF\02 Design\BIM_CAD\Geotechnical\SHEET FILES\FY18_PN86518_AETF_B-306 - TEST PIT LOGS 6.dgn

Plot Date:

S E

A T

T L E

W A

S H

IN

G T

O N

E

A S

T M

A R

G

IN

A L W

A Y S

O U

T H

S /3

-0

-0

A

P R

IL

RTA DESIGN SUBMITTAL

(FT)

SURFACE

BELOW

DEPTH

SOIL DESCRIPTION

S a m p le

Remarks

Aggregate base coarse

TEST PIT LOG

Elevation: Not Surveyed

2018-TP-16

Project: FY18 PN86518 Aircraft Engine Facility Location: JBLM, WA

Water Level: N/A

Test Pit Number:

Excavation Equipment: Komatsu Avance PC120 to bucket refusal

Hole terminated due

Approximate Hole Bottom @ 2'

Ending: 6:05 PM

Starting: 5:55 PM

Weather: Sunny 75°F

SHEET 16 OF 16

Date Excavated: 18 July 2018

Length: 5' Width: 3' Depth: 2'

Logger: J. Feider

Contractor: Kelly's Excavating

Easting: 1124109.562 ft

Northing: 643551.127 ft sand; few silt; dark gray.

Dense; moist; fine gravel; mostly coarse to fine

(GW-GM) Well graded gravel with silt and sand.

C-001

S

K R

IN

6"

18"

FIRE SUPPRESSION WATER LINE & PIPE SIZE

J

B A

R R

E

P

E R

R

YXX

C-304

XX

C-502

N

0 10' 20'

GENERAL NOTES:

CIVIL NOTES

ABBREVIATIONS LEGEND

WWF

WSDOT

W.S.

VAR

TYP

TOC, TC

THK

TEMP

S1

STD

STCJ

STA

SQ.

SPEC.

SLP

SECT

SE

SCH

REQD

R

PVMT

PT

PSI

PIV

PCC

POE

POB

OHP

OD

OC

NTS

NIC

NFS

NAVD

NAD

N

MISC

MIN

MAX

MH

LG

LF

L

JBLM

IN

IE

FW

FT

FL

FIG

FG

FFE

FES

FC

EXIST, EX

EW

ELEV, EL

EJ

E

DIP

DIA

DCJ

CTR

COR

CO

CJTB

CC

CB

BOC

BLDG NO.

B.C.

AC

UTILITY NOTES:

PCC PAVEMENT

AC PAVEMENT

BIORETENTION CELL

CURB AND GUTTER

RIBBON CURB

SANITARY MANHOLE

CLEAN OUT

CATCH BASIN

OIL/WATER SEPARATOR

POST INDICATOR VALVE

FIRE HYDRANT

CONIFER TREE

DECIDUOUS TREE

VEGETATION LINE

BOLLARD

CURB CUT

GATE VALVE

O/W/S

CB

S

D

CO

TAPPING SLEEVE AND VALVE

CC

FIRE DEPARTMENT CONNECTION

DRAFTING

NORTH ARROW

DIRECTION OF VIEW

LETTER/NUMBER INDICATES LOCATION ON SHEET

SHEET ID WHERE SECTION/DETAIL IS PLACED

LETTER/NUMBER INDICATES LOCATION ON SHEET

SHEET ID WHERE DETAIL IS PLACED

(FEET)

GRAPHIC SCALE

LINE TYPES

EXISTING GRADE

PROPOSED GRADE

CONSTRUCTION LIMITS

WATER LINE & PIPE SIZE

SANITARY SEWER LINE & PIPE SIZE

STORM DRAIN LINE & PIPE SIZE

GAS LINE AND PIPE SIZE

CENTERLINE

W W

FF

SS SS

SDSD

G G

6"

6"

6"

C

IV

IL

L E

G E

N D

A B

B R

E V

IA

T

IO

D G

E N

E R

A L N

O T

E S

GRADING LIMITS

CONVEYANCE DITCH

(253) 967-5840 ELECTRICALJBLM DPW

CABLE TVCOMCAST/XFINITY

CENTER

NETWORK ENTERPRISE COMMUNICATIONS (253) 966-1969

(253) 967-5237SANITARY SEWERJBLM DPW

(253) 967-5237STORMWATERJBLM DPW

(253) 967-5237WATERJBLM DPW

POC: PAUL WAGNER

(253) 261-2053 PROPANE/AIRFERRELL GAS

(253) 833-2343PHONECENTURYLINK COMM.

(425) 392-6412NATURAL GAS PUGET SOUND ENERGY

(800) 424-5555 ONE CALL CALL-BEFORE-YOU-DIG

PHONEUTILITYCOMPANY

STORM DRAIN MANHOLE

SPOT ELEVATION

WELDED WIRE FABRIC

TRANSPORTATION

DEPARTMENT OF

WASHINGTON STATE

WATER SURFACE

VARIES

TYPICAL

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