DRAFT ADR Misawa_RTA DWG_For Information Only.pdf

PDF 28 MB Posted Aug 8, 2021

Attached to: Airfield Damage Repair (ADR) Storage Facility, Misawa Air Base, Japan
Solicitation number: W912HV-21-Z-0020
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Dec 28, 2023

This market survey notice seeks capability statements from local Japanese firms for the construction of an Airfield Damage Repair Storage Facility at Misawa Air Base, Japan. The U.S. Army Corps of Engineers, Japan District plans to release an invitation for bid in fiscal year 2022 for a firm fixed-price design-bid-build contract valued between 1 and 2.5 billion Japanese yen. Interested parties are requested to provide company information, bonding levels, experience on comparable projects, and any comments on the draft specifications by September 9, 2021. Responses will aid acquisition planning for this project anticipated to have a performance period of approximately 719 calendar days.

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US Army Corps of Engineers ®

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US ARMY CORPS OF ENGINEERS

JAPAN ENGINEERING DISTRICT

Project Number: FY24 QKKA1074664 (Legacy Project # QKKA183012)

MISAWA AIR BASE, MISAWA, JAPAN

PROJECT TEAM

PROJECT SEALS AND SIGNATURES:

VICINITY MAP

LOCATION MAP

Cost Estimating:

Crawford Consulting 239 Highland Avenue East Pittsburgh, PA 15112 tel: (412) 823-0400 / fax: (412) 823-2004

343 Fountains Parkway, Suite 100 Fairview Heights, Illinois 62208 tel: (618) 632-7004

Architecture and Engineering:

Woolpert

CIVIL ARCHITECTURAL STRUCTURAL ELECTRICAL/

TELECOMMUNICATIONS

LIFE SAFETY/

FIRE PROTECTION

PLUMBING/

MECHANICAL

READY TO ADVERTISE

14 DECEMBER 2020

HOKKAIDO

MISAWA AB

PROJECT SITE

YOKOTA AB

HONSHU

NAF ATSUGI

CFAY YOKOSUKA

NORTHIWO JIMA

OKINAWA

KYUSHU

SHIKOKU

SASEBO NB

MCAS IWAKUNI

CAMP FUJI

CAMP ZAMA

NORTH

AIRFIELD DAMAGE REPAIR (ADR)

EQUIPMENT STORAGE FACILTY

PROJECT SITE

TELECOMMUNICATIONS FIRE PROTECTIONMECHANICAL

For In formation Only

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Sheet Number Sheet Name

A-111B REFLECTED CEILING PLAN - AREA B

A-121 OVERALL ROOF PLAN

A-121A ROOF PLAN - AREA A

A-121B ROOF PLAN - AREA B

A-131 AIR BARRIER PLAN AND SECTION

A-201 BUILDING ELEVATIONS

A-202 BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-501 ENLARGED PLAN DETAILS

A-502 SECTION DETAILS

A-511 ROOF DETAILS

A-601 DOOR SCHEDULE AND DETAILS

A-602 LOUVER TYPES AND DETAILS

FIRE PROTECTION

FA001 FIRE ALARM NOTES AND LEGEND

FA101A FIRE ALARM PLAN - AREA A

FA101B FIRE ALARM PLAN - AREA B

FA301 FIRE ALARM OPERATIONAL MATRIX AND RISER DIAGRAM

FX001 FIRE SUPPRESSION NOTES AND LEGEND

FX101A FIRE SUPPRESSION PLAN - AREA A

FX101B FIRE SUPPRESSION PLAN - AREA B

FX401 FIRE SUPPRESSION SECTIONS

FX402 FIRE SUPPRESSION DETAILS

FX501 FIRE SUPPRESSION PIPING SCHEMATIC

FX601 FIRE WATER STORAGE TANK DETAILS

FX602 FIRE WATER STORAGE TANK SECTION

MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND LEGENDS

M-101A MECHANICAL PLAN - AREA A

M-101B MECHANICAL PLAN - AREA B

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-701 MECHANICAL EQUIPMENT CONTROL DIAGRAMS

ELECTRICAL

E001 ELECTRICAL GENERAL NOTES AND LEGENDS

ES001 ELECTRICAL SITE PLAN

ES002 ENLARGED SITE PLANS

ES003 ELECTRICAL SITE DETAILS

E101A ELECTRICAL LIGHTING PLAN - AREA A

E101B ELECTRICAL LIGHTING PLAN - AREA B

E201A ELECTRICAL POWER PLAN - AREA A

E201B ELECTRICAL POWER PLAN - AREA B

E301A ELECTRICAL GROUNDING PLAN - AREA A

E301B ELECTRICAL GROUNDING PLAN - AREA B

E302A ELECTRICAL LIGHTNING PROTECTION PLAN - AREA A

E302B ELECTRICAL LIGHTNING PROTECTION PLAN - AREA B

E303 LIGHTNING PROTECTION ELEVATIONS

E401 ENLARGED ELECTRICAL PLANS

E501 ELECTRICAL DETAILS

E502 LIGHTNING PROTECTION DETAILS

E503 LIGHTNING PROTECTION DETAILS

E601 ELECTRICAL SCHEDULES

E602 ELECTRICAL PANEL SCHEDULES

E603 ELECTRICAL PANEL SCHEDULES

E701 ELECTRICAL ONE-LINE DIAGRAM

E801 INTERIOR LIGHTING FIXTURE PLATES

E802 EXTERIOR LIGHTING FIXTURE PLATES

Grand total: 110

Sheet Number Sheet Name

GENERAL

G-001 COVER SHEET

G-002 DRAWING INDEX

LIFE SAFETY

GI001 CODE SUMMARY

GI002 CODE COMPLIANCE SITE PLAN

GI101 LIFE SAFETY PLAN

CIVIL

C-001 LEGEND

GC001 HAUL ROUTE

GC002 CONSTRUCTION LAYDOWN AREA

GC003 SOIL BORING LOCATIONS

B-100 BORING LOGS

V-100 EXISTING CONDITIONS

CD100 DEMOLITION PLAN

CS100 SITE PLAN

CS101 SITE COORDINATE PLAN

CS102 JOINT LAYOUT PLAN

CG100 GRADING PLAN

CG101 EROSION CONTROL PLAN

CG102 EROSION CONTROL DETAILS

CG200 GRADING SECTIONS

CU100 UTILITY PLAN

CU101 UTILITY PROFILES

CU102 UTILITY PROFILES

CU103 UTILITY PROFILES

C-500 SITE DETAILS

C-501 UTILITY DETAILS

C-502 UTILITY DETAILS

C-503 UTILITY DETAILS

STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES

S-100 OVERALL FOUNDATION AND SLAB-ON-GRADE PLAN

S-100A FOUNDATION AND SLAB-ON-GRADE PLAN AREA A

S-100B FOUNDATION AND SLAB-ON-GRADE PLAN AREA B

S-101 OVERALL ROOF FRAMING PLAN

S-101A ROOF FRAMING PLAN AREA A

S-101B ROOF FRAMING PLAN AREA B

S-200 FRAMING ELEVATIONS

S-201 FACADE FRAMING ELEVATIONS

S-202 FACADE FRAMING ELEVATIONS

S-203 FACADE FRAMING ELEVATIONS

SB500 FOUNDATION DETAILS

SB501 BASEPLATE DETAILS

SB510 PILE CAP DETAILS

SF500 FRAMING DETAILS

SF501 FRAMING DETAILS

SF502 FRAMING DETAILS

SF503 FRAMING DETAILS

SF510 TRUSS CONNECTIONS

SF511 TRUSS CONNECTIONS

ARCHITECTURE

A-001 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

A-101 OVERALL FLOOR PLAN

A-101A FLOOR PLAN - AREA A

A-101B FLOOR PLAN - AREA B

A-111 OVERALL REFLECTED CEILING PLAN

A-111A REFLECTED CEILING PLAN - AREA A

APPLICABLE CODES AND STANDARDS

• UFC 1-200-01, DOD BUILDING CODE (08 OCTOBER 2019)

• UFC 3-301-01, STRUCTURAL ENGINEERING (01 OCTOBER 2019)

• UFC 3-520-01, INTERIOR ELECTRICAL SYSTEMS (CHANGE 1, 20 MARCH 2019)

• UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES (CHANGE 3, 10 MAY 2019)

• NFPA 1, FIRE CODE, AS ADOPTED BY UFC (2018)

• NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS (2019)

• NFPA 20, STANDARD FOR THE INSTALLATION OF STATIONARY FIRE PUMPS (2019)

• NFPA 22, STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION (2018)

• NFPA 24, STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR

APPURTENANCES (2019)

• NFPA 70, NATIONAL ELECTRIC CODE (2020)

• NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE (2019)

• NFPA 80, STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES (2019)

• NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING

SYSTEMS (2018)

• NFPA 101, LIFE SAFETY CODE (2018)

• NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND

DEMOLITION OPERATIONS (2019)

• NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND MARKING OF

HYDRANTS (2019)

• INTERNATIONAL BUILDING CODE (IBC), (2018 AS ADOPTED BY UFC 1-200-01)

• ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARDS FOR DOD FACILITIES,

CHAPTERS 1-10, ADOPTED BY DOD MEMORANDUM DATED OCTOBER 2008

SUMMARY OF FIRE PROTECTION FEATURES

PROJECT INCLUDES THE FOLLOWING FIRE PROTECTION FEATURES:

• DRY PIPE SPRINKLER SYSTEM

• FIRE PUMP

• FIRE WATER STORAGE TANK

• FIRE ALARM AND DETECTION SYSTEM

• FIRE-RESISTANCE RATED SEPARATION FOR FIRE PUMP ROOM

• EMERGENCY LIGHTING AND EXIT SIGNS

TYPE OF CONSTRUCTION

IBC CHAPTER 6

TYPE II-B (NON-COMBUSTIBLE, NON-RATED)

FIRE-RESISTANCE RATED BUILDING COMPONENTS

IBC TABLE 601

COMPONENT REQUIRED PROVIDED

PRIMARY STRUCTURAL FRAME 0-HOURS 0-HOURS

EXTERIOR BEARING WALLS 0-HOURS 0-HOURS

INTERIOR BEARING WALLS 0-HOURS 0-HOURS

EXTERIOR NONBEARING WALLS AND PARTITIONS 0-HOURS (NOTE 1)

INTERIOR NONBEARING WALLS AND PARTITIONS 0-HOURS (NOTE 2)

FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0-HOURS 0-HOURS

ROOF CONSTRUCTION AND SECONDARY MEMBERS 0-HOURS 0-HOURS

NOTE 1: DUE TO THE SEPARATION DISTANCE GREATER THAN 9.1 METERS AS SHOWN ON THE

SITE PLAN, THE EXTERIOR WALLS FOR THIS BUILDING ARE NOT REQUIRED TO BE FIRE-

RESISTANCE RATED PER IC TABLE 601 AND PROTECTED OPENINGS ARE NOT REQUIRED.

NOTE 2: SEE THE "REQUIRED INTERIOR SEPARATION" SECTION OF THIS CODE SUMMARY FOR

ADDITIONAL INTERIOR WALL RATINGS.

HEIGHT LIMITATIONS

IBC SECTION 503 AND 504

TYPE II-B CONSTRUCTION; SPRINKLER PROTECTED

OCCUPANCY PERMITTED PROVIDED CHECK

STORAGE (S-2) 22860 MM 9650 MM COMPLY

OCCUPANCY PERMITTED PROVIDED CHECK

STORAGE (S-2) 4 STORIES 1 STORY COMPLY

HEIGHT LIMITATIONS SHOWN FOR SPRINKLER PROTECTED BUILDING PER IBC.

BUILDING SEPARATION AND EXPOSURE PROTECTION

IBC TABLE 602

DUE TO THE SEPARATION DISTANCE GREATER THAN 9.1 METERS AS SHOWN ON THE SITE PLAN, THE EXTERIOR WALLS FOR THIS BUILDING ARE NOT REQUIRED TO BE FIRE-RESISTANCE RATED PER IC TABLE

601 AND PROTECTED OPENINGS ARE NOT REQUIRED.

REQUIRED INTERIOR SEPARATIONS

NFPA 101 FOR STORAGE OCCUPANCIES

COMPONENT REQUIRED RATING PROVIDED RATING

EXIT ENCLOSURE N/A N/A

SHAFTS N/A N/A

FIRE PUMP ROOM 1-HOUR 1-HOUR

THIS SINGLE-STORY FACILITY DOES NOT HAVE EXIT ENCLOSURES OR SHAFTS.

CLASSIFICATION OF OCCUPANCY

IBC CHAPTER 3 - FOR CONSTRUCTION TYPE, HEIGHT/AREA, AND BUILDING SEPARATION:

• STORAGE OCCUPANCY (GROUP S-2)

NFPA 101 - FOR FIRE PROTECTION FEATURES AND MEANS OF EGRESS:

• STORAGE OCCUPANCY - STORAGE OF MOTOR VEHICLES

• ENCLOSED PARKING STRUCTURE PER UFC 3-600-01, 4-43 AND NFPA 88A

AREA LIMITATIONS

IBC SECTION 506

TYPE II-B CONSTRUCTION; SPRINKLER PROTECTED

OCCUPANCY TABULAR VALUE FRONTAGE PERMITTED PROVIDED

STORAGE (S-2) 9660 SQ.M +7250 SQ.M 16910 SQ.M 2456 SQ.M (APPROX.)

AREA LIMITATIONS SHOWN FOR SINGLE-STORY FOR SPRINKLER PROTECTED BUILDING PER IBC.

AREA INCREASE FOR FRONTAGE (ALL SIDES) ALLOWANCE PER IBC.

VERTICAL OPENINGS

NOT APPLICABLE - VERTICAL OPENINGS ARE NOT PROVIDED IN THIS SINGLE-STORY FACILITY.

INTERIOR FINISH REQUIREMENTS

NFPA 101 FOR STORAGE OCCUPANCIES

INTERIOR FINISH SHALL COMPLY WITH THE CRITERIA FOR MOST RESTRICTIVE OCCUPANCY, WITH

PERMITTED REDUCTION FOR COMPLETE AUTOMATIC SPRINKLER SYSTEM:

COMPONENT INTERIOR FINISH FLOOR FINISH

EXITS A OR B I OR II

EXIT ACCESS CORRIDORS A, B OR C I OR II

OTHER SPACES A, B, OR C NOT APPLICABLE

FOR INTERIOR FINISH:

CLASSIFICATION FLAME SPREAD INDEX SMOKE DEVELOPMENT INDEX

CLASS A 0 - 25 0 - 450

CLASS B 26 - 75 0 - 450

CLASS C 76 - 200 0 - 450

FOR FLOOR FINISH:

CLASSIFICATION CRITICAL RADIANT FLUX

CLASS I >0.45 W/SQ.CM

CLASS II 0.22 - 0.45 W/SQ.CM

MEANS OF EGRESS

NFPA 101 AND NFPA 88A

MEANS OF EGRESS FEATURES SHALL COMPLY WITH THE OCCUPANCIES INVOLVED:

• STORAGE OCCUPANCY - ENCLOSED PARKING STRUCTURE

THE USER OF THE FACILITY IS RESPONSIBLE FOR MAINTAINING SAFE EGRESS AISLES AND CONFIRMING

THAT PEOPLE IN THE FACILITY HAVE ACCESS TO EXITS.

NFPA 101 AND UFC 3-600-01

USE OCCUPANT LOAD FACTOR (OLF)

STORAGE (GENERAL) 46.5 SQ.M PER PERSON (GROSS)

MECHANICAL AND UTILITY SPACES 46.5 SQ.M PER PERSON (GROSS)

REFER TO LIFE SAFETY PLANS FOR TABULAR CALCULATIONS OF OCCUPANT LOAD AND IDENTIFICATION

OF OCCUPANT LOAD FACTOR USED FOR EACH SPACE.

OCCUPANT LOAD

NUMBER OF EXITS

NFPA 101 CHAPTER 7

MINIMUM NUMBER OF EXITS ARE REQUIRED FOR EACH STORY AS FOLLOWS:

• FOR AN OCCUPANT LOAD OF LESS THAN 500 PERSONS - NOT LESS THAN 2 EXITS

STORY OCCUPANT LOAD EXITS REQUIRED EXITS PROVIDED

GROUND FLOOR LESS THAN 500 2 6

REQUIRED SEPARATION OF EXITS

NFPA 101 CHAPTER 7

IF TWO EXITS OR EXIT ACCESS DOORWAYS ARE REQUIRED, THEY SHALL BE ARRANGED AND PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-THIRD OF THE MAXIMUM OVERALL DIAGONAL (FOR

SPRINKLER PROTECTED BUILDING) OF THE SPACE, ROOM, STORY OR BUILDING SERVED.

STORY OVERALL DIAGONAL MINIMUM SEPARATION PROVIDED

GROUND FLOOR 87100 MM 29033 MM 42058 MM

EXIT CAPACITY AND EXIT WIDTH

NFPA 101 CHAPTER 7

COMPONENT EGRESS CAPACITY FACTOR

STAIRWAYS 7.6 MM PER PERSON

LEVEL COMPONENTS, DOOR, AND RAMPS 5 MM PER PERSON

REQUIRED EXIT WIDTH FOR THE MEANS OF EGRESS:

• MINIMUM CLEAR WIDTH OF DOORS IS 810 MM

• MINIMUM WIDTH OF STAIRS IS 1120 MM

• MINIMUM WIDTH OF RAMPS IS1120 MM

• MINIMUM WIDTH CORRIDORS IS 1120 MM

EGRESS ARRANGEMENT

NFPA 101 CHAPTER 7

USE TRAVEL DISTANCE COMMON PATH DEAD END CORRIDOR

STORAGE 121920 MM (MAX) 30480 MM (MAX) 30480 MM (MAX)

ACTUAL EGRESS ARRANGEMENT DISTANCES ARE IDENTIFIED ON THE LIFE SAFETY PLAN.

MEANS OF EGRESS ILLUMINATION

NFPA 101 CHAPTER 7

MEANS OF EGRESS ILLUMINATION IS REQUIRED AND IS PROVIDED BY OVERHEAD FIXTURES.

SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

EMERGENCY LIGHTING

NFPA 101 CHAPTER 7

EMERGENCY LIGHTING IS REQUIRED. AUTOMATIC DIMMERS NOT PERMITTED. A TWO-HOUR BATTERY

BACKUP IS REQUIRED FOR THE FIRE PUMP ROOM

SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

MEANS OF EGRESS MARKING

NFPA 101 CHAPTER 7 AND UFC 3-600-01

ILLUMINATED EXIT SIGNAGE (GREEN PICTORIAL TYPE) IS REQUIRED AT EXITS AND DIRECTIONAL EXIT

SIGNAGE REQUIRED ALONG THE PATH OF EGRESS TRAVEL.

SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

FIRE DEPARTMENT VEHICLE ACCESS

NFPA 1 AND UFC 3-600-01

FIRE DEPARTMENT VEHICLE ACCESS IS REQUIRED AND SHALL SUPPORT THE SIZE AND WEIGHT OF THE

LOCAL FIRE DEPARTMENT VEHICLES. MINIMUM CLEAR WIDTH IS 6.1 METERS.

FOR THIS BUILDING, FIRE DEPARTMENT VEHICLE ACCESS IS PROVIDED BY THE ACCESS ROADS AND

OPEN YARDS LOCATED ON ALL SIDES OF THIS BUILDING.

SEE THE CIVIL PLANS FOR ADDITIONAL INFORMATION.

RESPONDING PERSONNEL ACCESS

NFPA 1

PRIMARY ENTRANCE IS THE PERSONNEL DOOR ON THE NORTH SIDE OF THE BUILDING NEAR THE FIRE

PUMP ROOM. SECONDARY ENTRANCE IS PROVIDED VIA ADDITIONAL PERSONNEL DOORS TO THE

VEHICLE PARKING AREA.

A SECURE KEY BOX COMPATIBLE WITH THE MISAWA FIRE AND EMERGENCY SERVICES PROGRAM , PROVIDED WITH BUILDING ACCESS KEYS IS TO BE LOCATED AT THE PRIMARY ENTRANCE NEAR THE FIRE PUMP ROOM. THIS SECURE KEY BOX IS GOVERNMENT FURNISHED GOVERNMENT INSTALLED (GFGI) AND

NOT IN CONTRACT (NIC).

NFPA 13, NFPA 20, AND NFPA 24

FIRE HYDRANTS AND THE BUILDING FIRE SUPPRESSION SYSTEMS ARE SUPPLIED BY THE EXISTING INSTALLATION UNDERGROUND WATER DISTRIBUTION SYSTEM. THIS SYSTEM OF WATER TOWERS AND UNDERGROUND PIPING DOES NOT HAVE SUFFICIENT CAPACITY TO SUPPLY THE FIRE PROTECTION

WATER DEMANDS FOR THE THIS PROJECT; THEREFORE, A NEW FIRE WATER STORAGE TANK IS

REQUIRED FOR THIS PROJECT.

SEE SITE/CIVIL AND FIRE SUPPRESSION PLANS FOR ADDITIONAL INFORMATION.

SEE FIRE SUPPRESSION PLANS FOR WATER FLOW TEST RESULTS.

WATER SUPPLY

FIRE-FLOW DEMAND

UFC 3-600-01

FIRE-FLOW IS THE WATER DEMAND (FLOW AND PRESSURE) TO BE PROVIDED AT THE FIRE HYDRANTS

SERVING THE SITE FOR FIRE DEPARTMENT USE.

FIRE-FLOW FOR SPRINKLER PROTECTED FACILITIES IS REQUIRED TO BE A MINIMUM OF 3785 L/MIN AT 138

KPA PER UFC 3-600-01 FOR A DURATION OF 2 HOURS.

FIRE-FLOW IS CALCULATED INDEPENDENTLY OF THE FIRE WATER DEMAND REQUIRED FOR THE

FACILITY’S SUPPRESSION SYSTEM.

BASED ON THE WATER FLOW TEST CONDUCTED FOR THIS PROJECT, THE SITE HAS SUFFICIENT FLOW AT

138 KPA TO MEET THE FIRE-FLOW DEMAND REQUIRED BY UFC 3-600-01.

FIRE HYDRANTS

NFPA 1

• FIRE HYDRANTS ARE REQUIRED TO BE PROVIDED SO THAT EACH PART OF THE EXTERIOR WALL

OF THE BUILDING IS WITHIN 106 METERS OF A FIRE HYDRANT.

• THE SERVICE LATERAL FOR A HYDRANT MAY SERVE NOT MORE THAN TWO HYDRANTS AND SHALL

BE A MINIMUM OF 150MM

• A HYDRANT IS REQUIRED TO BE PROVIDED WITHIN 45 METERS OF THE FIRE DEPARTMENT

CONNECTION

• HYDRANTS ARE REQUIRED TO BE INSTALLED ADJACENT TO PAVED AREAS, ACCESSIBLE TO FIRE

DEPARTMENT APPARATUS, NOT MORE THAN 3.7 M FROM THE FIRE DEPARTMENT ACCESS ROAD.

SEE CIVIL PLANS FOR ADDITIONAL INFORMATION.

FIRE DEPARTMENT CONNECTION (FDC)

NFPA 13

FIRE DEPARTMENT CONNECTION (FDC) PROVIDED ON THE WALL OF THE FIRE PUMP ROOM WITHIN 45

METERS OF A HYDRANT. THE FDC WILL SERVE THE DRY PIPE SPRINKLER SYSTEM.

SEE FIRE SUPPRESSION PLANS FOR ADDITIONAL INFORMATION.

POST INDICATING VALVE (PIV)

NFPA 24

A POST INDICATOR VALVE (PIV) IS NOT REQUIRED TO BE PROVIDED FOR THIS PROJECT PER NFPA 24 BECAUSE A MAIN SYSTEM CONTROL VALVE WILL BE PROVIDED WITHIN THE 1-HOUR FIRE-RESISTANCE

RATED FIRE PUMP ROOM.

SEE FIRE SUPPRESSION PLANS FOR ADDITIONAL INFORMATION.

NFPA 13 AND UFC 3-600-01

AUTOMATIC DRY PIPE SPRINKLER SYSTEM PROVIDED THROUGHOUT THE BUILDING PER NFPA13

AND UFC 3-600-01. QUICK RESPONSE SPRINKLERS REQUIRED THROUGHOUT THE SYSTEM.

THE SPRINKLER SYSTEM DESIGN CRITERIA FOR THIS PROJECT IS BASED ON THE DIRECTION

PROVIDED IN THE AIRFIELD DAMAGE REPAIR (ADR) EQUIPMENT STORAGE FACILITY FIRE

PROTECTION DESIGN MEMORANDUM DATED 11 MARCH 2020. THEREFORE, THE DESIGN CRITERIA

FOR THE DRY PIPE FIRE SUPPRESSION SYSTEM IS BASED ON UFC 3-600-01, 4-44.2, WHICH STATES

THAT SUPPRESSION SYSTEM DESIGN FOR STORAGE OCCUPANCIES SHALL FOLLOW NFPA 13

REQUIREMENTS.

DESIGN CRITERIA ARE DERIVED FROM NFPA 13, FIGURE 21.2.2.2, USING HIGH TEMPERATURE SPRINKLERS FOR NON-ENCAPSULATED SOLID PILE, PALLETIZED, OR SHELF STORAGE OF CLASS IV COMMODITIES WITH A MAXIMUM STORAGE HEIGHT OF 6.1 M IN A SPACE WITH A CEILING HEIGHT GREATER THAN 3.7 M. THIS CORRESPONDS WITH A DESIGN DENSITY OF 15.9 L/MIN/SQ.M OVER A REMOTE AREA OF 240 SQ.M. THIS INCLUDES THE INCREASE TO THE REMOTE AREA DUE TO THE

DRY PIPE SYSTEM.

RACK STORAGE IS NOT ANTICIPATED FOR THE FACILITY.

NITROGEN GENERATION SYSTEM PROVIDED TO MAINTAIN PRESSURE IN THE DRY PIPE SYSTEM IN

ACCORDANCE WITH UFC 3-600-01.

FIRE PROTECTION WATER SUPPLY PROVIDED BY A 530,000 L FIRE WATER STORAGE TANK. THIS TANK IS TO BE AUTOMATICALLY FILLED BY A TANK FILL LINE SUPPLIED BY THE UNDERGROUND

WATER SUPPLY AND CONTROLLED BY AN ALTITUDE VALVE.

SEE FIRE SUPPRESSION PLANS FOR ADDITIONAL INFORMATION.

AUTOMATIC FIRE SUPPRESSION SYSTEM

STANDPIPE SYSTEM

NOT APPLICABLE - STANDPIPE SYSTEM NOT REQUIRED BY UFC 3-600-01 FOR THE FACILITY.

FIRE PUMP

UFC 3-600-01 AND NFPA 20

A 2850 LPM AT 550 KPA FIRE PUMP IS TO BE PROVIDED TAKING SUCTION FROM A 530,000L FIRE WATER STORAGE TANK TO SUPPLY THE AUTOMATIC FIRE SPRINKLER SYSTEM. THE FIRE PUMP IS

REQUIRED TO BE PROVIDED IN A 1-HOUR RATED DEDICATED ROOM WITH DOUBLE-DOORS

DIRECTLY TO THE EXTERIOR.

SEE FIRE SUPPRESSION PLANS FOR ADDITIONAL INFORMATION.

BACKFLOW PREVENTION

UFC 3-600-01 AND NFPA 13

BACKFLOW PREVENTER FOR THE FIRE WATER STORAGE TANK FILL LINE IS REQUIRED TO BE

PROVIDED INSIDE OF THE FIRE PUMP ROOM. THE BASE REQUIRES A REDUCE PRESSURE

PRINCIPLE DEVICE (RPPD) OR REDUCED PRESSURE ZONE DEVICE (RPZD OR RPZ) TYPE.

BACKFLOW PREVENTION ASSEMBLY TEST CONNECTION TO BE COMBINED WITH FIRE PUMP TEST

HEADER AND PROVIDED ON THE EXTERIOR WALL OF THE FIRE PUMP ROOM.

SEE FIRE SUPPRESSION PLANS FOR ADDITIONAL INFORMATION.

PORTABLE FIRE EXTINGUISHERS

UFC 3-600-01, 9-17.1

GENERAL PURPOSE PORTABLE FIRE EXTINGUISHERS ARE NOT REQUIRED FORFACILITIES PROVIDED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM AND A FIRE ALARM SYSTEM UFC 3-600-01, 9-17.1.

THEREFORE, PORTABLE FIRE EXTINGUISHERS ARE NOT PROVIDED FOR THISPROJECT.

IF SPECIFIC OPERATIONS UNDERTAKEN BY THE USERS REQUIRE FIRE EXTINGUISHERS, THEY WILL BE

PROVIDED BY THE USER.

CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY APPLICABLE CODES, STANDARDS, AND REGULATIONS DURING CONSTRUCTION. FIRE EXTINGUISHERS PROVIDED DURING CONSTRUCTION

SHALL COMPLY WITH NFPA 10 AND OTHER BASE REQUIREMENTS.

SPECIAL SUPPRESSION SYSTEMS

NOT APPLICABLE. NO KITCHEN HOOD OR OTHER SPECIAL SUPPRESSION SYSTEMS IN THIS PROJECT.

UFC 3-600-01 AND NFPA 72

ADDRESSABLE, CLASS B, FIRE DETECTION AND FIRE ALARM SYSTEM PROVIDED PER UFC 3-600-01 AND NFPA 72. PROVIDE ALL PUBLIC SPACES WITH STROBES PER NFPA 72 AND ADA STANDARDS. THE FIRE

ALARM SYSTEM WILL INCLUDE THE FOLLOWING:

• MANUAL PULL STATIONS AT EACH EXIT DOOR

• SMOKE DETECTOR ABOVE CONTROL EQUIPMENT IN FIRE PUMP ROOM

• AUDIBLE OCCUPANT NOTIFICATION VIA HORNS

• VISIBLE OCCUPANT NOTIFICATION VIA STROBES (CLEAR) MARKED "FIRE"

• RADIO TRANSMITTER

• SUPERVISION OF SPRINKLER SYSTEM ALARM AND SUPERVISORY DEVICES

• SUPERVISION OF FIRE PUMP CONTROLLER

• LOW TEMPERATURE AREA MONITORING FOR THE FIRE PUMP ROOM

• LOW WATER TEMPERATURE MONITORING FOR THE FIRE WATER STORAGE TANK

• LOW WATER LEVEL MONITORING FOR THE FIRE WATER STORAGE TANK

SEE FIRE ALARM PLANS FOR ADDITIONAL INFORMATION.

FIRE DETECTION AND ALARM SYSTEM

NOT APPLICABLE - MASS NOTIFICATION SYSTEM NOT REQUIRED BECAUSE FACILITY IS NOT REQUIRED TO

COMPLY WITH STANDARD 21 OF UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS FOR

BUILDINGS.

MASS NOTIFICATION SYSTEM

CARBON MONOXIDE (CO) DETECTION

NOT APPLICABLE - CARBON MONOXIDE (CO) DETECTION IS NOT REQUIRED FOR THE FACILITY PER UFC

3-600-01 BECAUSE THE FACILITY DOES NOT CONTAIN ANY FUEL BURNING APPLIANCES.

CONNECTION TO BASE REPORTING SYSTEM

NFPA 72

FIRE ALARM SYSTEM WILL BE MONITORED BY AND CONNECTED TO THE EXISTING BASE CENTRAL REPORTING HEAD-END EQUIPMENT. THE EXISTING MISAWA RECEIVING EQUIPMENT IS MONACO D-21

SYSTEM. THE CENTRAL REPORTING STATION IS LOCATED IN BUILDING 3003 FIRE STATION.

PER THE BASE, A RADIO TRANSMITTER COMPATIBLE WITH THE EXISTING MISAWA RECEIVING EQUIPMENT WILL BE REQUIRED TO MONITOR THE FIRE ALARM SYSTEM. A MARINE-GRADE OMNI DIRECTIONAL ANTENNA COMPATIBLE WITH THE EXISTING MISAWA RECEIVING EQUIPMENT WILL BE PROVIDED ON THE

BUILDING FOR INTERFACE WITH THE MONACO D-21 HEAD-END EQUIPMENT.

SEE FIRE ALARM PLANS FOR ADDITIONAL INFORMATION.

EMERGENCY AIR DISTRIBUTION SHUTOFF SYSTEM

NOT APPLICABLE - EMERGENCY AIR DISTRIBUTION SHUTOFF SYSTEM NOT REQUIRED BECAUSE

FACILITY IS NOT REQUIRED TO COMPLY WITH STANDARD 18 OF UFC 4-010-01, DOD MINIMUM

ANTITERRORISM STANDARDS FOR BUILDINGS.

PUBLIC ADDRESS SYSTEM

NOT APPLICABLE - THE PROJECT DOES NOT INCLUDE A PUBLIC ADDRESS SYSTEM.

ELEVATOR PROTECTION

NOT APPLICABLE - THE PROJECT DOES NOT INCLUDE AND ELEVATOR.

ELEVATOR EMERGENCY OPERATION

NOT APPLICABLE - THE PROJECT DOES NOT INCLUDE AN ELEVATOR.

ELEVATOR LOBBY TWO-WAY COMMUNICATION

NOT APPLICABLE - THE PROJECT DOES NOT INCLUDE AN ELEVATOR.

TWO-WAY RADIO ENHANCEMENT SYSTEM

TWO-WAY RADIO ENHANCEMENT SYSTEM NOT REQUIRED FOR THIS PROJECT. IT IS

ANTICIPATED THAT THE MISAWA FIRE AND EMERGENCY SERVICES PORTABLE RADIOS WILL

FUNCTION IN THE FACILITY WITHOUT REQUIRING ADDITIONAL ENHANCEMENT.

ROOF ACCESS

PERMANENT ROOF ACCESS VIA STAIRWAY IS NOT REQUIRED FOR SINGLE-STORY

BUILDING.

NOT APPLICABLE - HAZARDOUS MATERIALS GREATER THAN THE MAXIMUM ALLOWABLE

QUANTITIES (MAQ) ARE NOT EXPECTED TO BE PROVIDED OR STORED WITHIN THE

BUILDING. HAZARDOUS MATERIAL STORAGE CABINETS MAY BE PROVIDED BY THE USER IN

THE FUTURE TO STORE ALLOWABLE QUANTITIES OF HAZARDOUS MATERIALS IF NEEDED.

HAZARDOUS MATERIALS

NOT APPLICABLE - SMOKE MANAGEMENT SYSTEM IS NOT REQUIRED FOR THIS PROJECT.

SMOKE MANAGEMENT

NOT APPLICABLE - THERE ARE NOT ANY APPROVED EQUIVALENCIES FOR THIS PROJECT.

APPROVED EQUIVALENCIES

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SUBSTATION EQUIPMENT

PROTECTION PILLAR

IN25.12

400CP

OUT25.06

120DIP

SMH

T/C = 25.71

INV = 23.44(N)

INV = 23.42(S)

SMH

T/C = 25.30

INV = 23.32 (N)

INV = 23.31(SE)

SMH

T/C = 26.57

INV = 22.26(E)

INV = 22.23(S)

INV = 22.23 (N)

TMH

UNKNOWN-12

GRAVEL

ROAD

GRAVEL

ROAD

GRASS

ASPHALT

25.07

24.8424.8424.9024.9624.9625.0625.0725.1525.27

25.71

EMH

TMH

83611

ASPHALT

V P

200VP

200CP

C P

CONCRETE

M-1

EXISTING APPLE DRIVE

ADR EQUIPMENT

STORAGE FACILITY

FIRE DEPARTMENT

VEHICLE ACCESS

FIRE DEPARTMENT

VEHICLE ACCESS PRIMARY ENTRANCE

SECURE KEY BOX

GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

(GFGI) AND IS NOT IN

CONTRACT (NIC)

FIRE PROTECTION ROOM

EXTERIOR ENTRANCE

FIRE PUMP, SPRINKLER SYSTEM

MAIN CONTROL VALVE, BACKFLOW

PREVENTION ASSEMBLY, AND FIRE

ALARM CONTROL PANEL LOCATED

INSIDE FIRE PROTECTION ROOM

FIRE

PROTECTION

ADR

STORAGE

FACILITY

FIRE DEPARTMENT

CONNECTION (FDC)

FIRE HYDRANT-TO BE INSTALLED

ADJACENT TO PAVED AREA,

ACCESSIBLE TO FIRE DEPARTMENT

APPARATUS, NOT MORE THAN 3.7 M

FROM THE FIRE DEPARTMENT

ACCESS ROAD.

FIRE HYDRANT

FIRE DEPARTMENT

VEHICLE ACCESS

FIRE WATER

STORAGE TANK

CODE COMPLIANCE SITE PLAN PER UFC 3-600-01

BUILDING SEPARATION DISTANCE

MINIMUM OF 10m BUILDING SEPARATION PROVIDED;

NO ADDITIONAL REQUIREMENTS

BUILDING PERIMETER USED FOR FRONTAGE

100% OF PERIMETER AVAILABLE FOR FRONTAGE

INCREASE; FRONTAGE FACTOR = 0.75 PER IBC

FIRE DEPARTMENT ACCESS

ALL SIDES ACCESSIBLE TO FIRE DEPARTMENT

VEHICLES; MINIMUM OF ONE SIDE REQUIRED

MINIMUM CLEAR WIDTH 6m; TURNING RADIUS FOR

ARIEL APPARATUS

SEE CIVIL PLANS FOR ADDITIONAL INFORMATION

FIRE DEPARTMENT CONNECTION (FDC)

LOCATED ON EXTERIOR WALL OF FIRE PROTECTION

ROOM WITHIN 45m OF A HYDRANT

POST INDICATOR VALVE (PIV)

NOT REQUIRED FOR THIS PROJECT; MAIN CONTROL

VALVE PROVIDED WITHIN FIRE PROTECTION ROOM

FIRE PUMP

2850 L/MIN AT 550 KPA FIRE PUMP (BASIS OF DESIGN);

LOCATED WITHIN FIRE PROTECTION ROOM WHICH IS

SEPARATED BY 1-HOUR FIRE-RESISTANCE RATED

CONSTRUCTION

WATER STORAGE TANK

530,000 L TANK (BASIS OF DESIGN)

HAZARDOUS MATERIALS

NOT EXPECTED WITHIN THE FACILITY

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SCALE : REFERENCE ONLY - NOT TO SCALEA1 CODE COMPLIANCE SITE PLAN

NORTH

REFERENCE ONLY - NOT TO SCALE - SEE CIVIL PLANS FOR INFORMATION

REQUIRED PROVIDED CHECK

EGRESS ARRANGEMENT - GROUND FLOOR

2 6 COMPLYNUMBER OF EXITS (MINIMUM)

N/A N/AN/A

860 mm COMPLY810 mmDOOR CLEAR WIDTH (MINIMUM)

STAIR WIDTH (MINIMUM)

N/A N/AN/ACORRIDOR WIDTH (MINIMUM)

TRAVEL DISTANCE

STORAGE COMPLY122000 mm

COMMON PATH OF TRAVEL

DEAD END CORRIDOR

STORAGE N/A30000 mm

COMPONENT

51600 mm

N/A

EXIT

IDENTIFIER

DOOR

CLEAR WIDTH

(mm)

DOOR CAPACITY

FACTOR

(mm/PERSON)

DOOR

CAPACITY

(PERSONS)

STAIR

WIDTH

(mm)

STAIR CAPACITY

FACTOR

(mm/PERSON)

STAIR

CAPACITY

(PERSONS)

LIMITING

CAPACITY

(PERSONS)

ACTUAL

USE

(PERSONS)

EXIT SUMMARY - GROUND FLOOR

850 5 170 N/A N/A 9A101

A103

B107

N/AN/A

N/A

1N/A

B106 850 340 N/A N/A

B101 850 170 N/AN/A N/A5

N/A 9

B109 850 170 N/A N/A 9N/A5

B114 850 170 N/A N/A 8N/A5

54TOTAL

ADR

STORAGE

FACILITY

FIRE

PROTECTION

EXIT

B101

EXIT

B107EXIT

B106

EXIT

B109

EXIT

B114

EXIT

A101

EXIT

A103

STORAGE (GENERAL)

1-HOUR FIRE BARRIER

• 45-MIN RATED DOORS

• DOORS REQUIRED TO BE SELF-CLOSING AND POSITIVE

LATCHING

• FIRE DAMPERS OR SMOKE DAMPERS NOT REQUIRED

FOR DUCTED SYSTEMS

• 1-HOUR RATED FIRESTOPPING FOR PENETRATIONS PER

UL LISTED METHOD

OCCUPANCY USE LEGEND

FIRE-RESISTANCE RATING LEGEND

TD = 51600 mm

TD = 48300 mm

FIRE WATER

STORAGE TANK

0 4000

SCALE: 1: 200

KEY PLAN

A B

NORTH

OCCUPANT LOAD - GROUND FLOOR

ROOM

NO. ROOM NAME OCCUPANCY USE

AREA

(APPROX.)

OCCUPANCY

LOAD

FACTOR

OCCUPANT

LOAD

101 ADR STORAGE FACILITY STORAGE (GENERAL) 2445 m² 500 53

102 FIRE PROTECTION STORAGE (GENERAL) 28 m² 500 1

TOTAL 54

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SCALE : 1 : 200A1 LIFE SAFETY FLOOR PLAN

KEYED NOTES:

901 PROVIDE 1-HOUR FIRE-RESISTANCE RATED

SEPARATION BETWEEN FIRE PUMP ROOM AND THE

REMAINDER OF THE FACILITY.

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EXISTING

SYMBOLOGY LEGEND

CLF CHAIN LINK FENCE

C.S.B. CRUSHED STONE BASE

CO SANITARY SEWER CLEANOUT

CONC CONCRETE

D.G.A. DENSE GRADED AGGREGATE

DL DITCH LINE

EP EDGE OF PAVEMENT

ET ELECTRIC TRANSFORMER

FES FLARED END SECTION

FH FIRE HYDRANT

GP GUY POLE

JB JUNCTION BOX

LT LIGHT

NPW NON-POTABLE WATER

OHU OVERHEAD UTILITIES

P.C.C. PORTLAND CEMENT CONCRETE

PVC POLYVINYL CHLORIDE PIPE

R/W RIGHT OF WAY

CMP CORRUGATED METAL PIPE

RCP REINFORCED CONCRETE PIPE

SIP SET #4 REBAR

TP TELEPHONE POLE

TPED TELEPHONE PEDESTAL

UP UNDERGROUND PRIMARY ELECTRIC

US UNDERGROUND SECONDARY ELECTRIC

UTLP UTILITY POLE

(124.35') TOTAL DISTANCE

ELECT MH ELECTRIC MANHOLE

PERF. PERFORATED

PROPOSED EXISTING PROPOSED

EXISTING STORM DRAIN (UNKNOWN SIZE)

EXISTING SANITARY SEWER (UNKNOWN SIZE)

EXISTING WATER LINE (SIZE UNKNOWN)

200mm SS

300mm SD

PROPOSED FENCE

EXISTING FENCE

PROPOSED GAS

EXISTING GAS

EXISTING TREE LINE

PROPOSED PRIMARY ELECTRIC (UNDERGROUND)

EXISTING ELECTRIC (UNDERGROUND)

PROPOSED COMMUNICATIONS (UNDERGROUND)

EXISTING COMMUNICATIONS (UNDERGROUND)

PROPOSED INDEX CONTOUR

PROPOSED INTERMEDIATE CONTOUR

EXISTING INDEX CONTOUR

PROPOSED STORM DRAIN

EXISTING STORM DRAIN

PROPOSED SANITARY SEWER

EXISTING SANITARY SEWER

PROPOSED WATER LINE

EXISTING INTERMEDIATE CONTOUR

EXISTING WATER LINE

PROPOSED GUARD RAIL

EXISTING GUARD RAIL

SANITARY SEWER STRUCTURE

STORM SEWER STRUCTURE

BOLLARD

SIGN

FLAG POLE

FIRE HYDRANT

WATER VALVE

END SECTION/HEADWALL

WATER METER

CLEANOUT

STORM MANHOLE

SANITARY MANHOLE

CATCH BASIN

TELEPHONE MANHOLE

HEATING/AIR CONDITIONING UNIT

GAS UTILITY MARKER

ELECTRIC MANHOLE

ELECTRIC PEDESTAL

TELEPHONE UTILITY MARKER

CABLE UTILITY MARKER

ELECTRIC UTILITY MARKER

POST (FENCE, WOOD, STEEL, CONCRETE)

ELECTRIC PULL BOX

TRANSFORMER

DISABLED PARKING SYMBOL

BENCH MARK

GRADE ELEVATION

200mm SS

300mm SD

TELEVISION RISER

SOIL BORING HOLE

150mm W

LIGHT POLE

EXISTING SANITARY SEWER FORCE MAIN

TRAFFIC SIGNAL POLE

FOUND MONUMENT

150mm FM

INLET PROTECTION

150mm W

CURB INLET

DROP INLET

EXISTING PROPERTY LINE

PROPOSED PROPERTY LINE

PROPOSED DITCH

EXISTING SETBACK

PROPOSED SETBACK

EXISTING PAVEMENT

EXISTING GRAVEL

EXISTING BUILDING

EXISTING WALLS

EXISTING SIDEWALK

PROPOSED FIBER OPTIC

EXISTING FIBER OPTIC

CONTRACTOR WORK LIMITS

ADJOINING PROPERTY OWNERS

EXISTING PARKING SPACE

EXISTING BACK OF CURB

EXISTING FACE OF CURB

EXISTING DITCH

PROPOSED WATER/ POOL LEVEL

GREASE TRAP

PB PB

J ELECTRICAL JUNCTION BOX J

GAS VALVEG G

PROPOSED FIRE SERVICE LINE

ABBREVIATIONS

EXISTING FIRE SERVICE LINE

MONITORING WELL

XXmm

TREE

ELECTRIC MANHOLE

PROPOSED CHILLED WATER SERVICE

PROPOSED CHILLED WATER RETURN

800.00

1.1

EXA1

EX1.1

XX.XXX

FINISH GRADE

HP XX.XXX

HIGH POINT

LP XX.XXX

LOW POINT

EX XX.XXX

EXISTING GRADE

TW:XX.XXX

BW:XX.XXX

TOP OF WALL

BOTTOM OF WALL

TMH

TELECOMMUNICATIONS MANHOLE

For In formation Only

AutoCAD SHX Text

HVAC

AutoCAD SHX Text T

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HVAC

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AutoCAD SHX Text T

AutoCAD SHX Text V

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H A

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LEGEND

HAUL ROUTE

(FOR REFERENCE ONLY)

APPLE GATE

CONTRACTOR ENTRY POINT

FALCON GATE

OVERHEAD CLEARANCE 13'

PRIMARY EXIT POINT

CONSTRUCTION

LAYDOWN AREA

MAIN GATE

SECONDARY EXIT POINT. USE

REQUIRES PRIOR COORDINATION

WITH BASE SECURITY

NOT TO SCALE

HAUL ROUTE

NOTE

APPLE GATE HOURS OF OPERATION ARE 0600-1400.

COORDINATE EXTENSION WITH COR AND SECURITY FORCES.

COR IS POC FOR COORDINATION/SUBMITTALS FOR SECURITY

FORCES. SECURITY FORCES MANAGER IS 226-4803.

EMH

EXISTING APPLE DRIVE

BUILDING

LAYDOWN AREA

365 SM

TEMPORARY

CONSTRUCTION

TRAILER COMPLEX

APPLE

GATE

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LEGEND

PROPOSED BUILDING FOOTPRINT

PROPOSED UNDERGROUND ELECTRIC

EXISTING UNDERGROUND ELECTRIC

PROVIDE ELECTRIC SERVICE FROM EXISTING

TRANSFORMER TO TEMPORARY CONSTRUCTION TRAILER

COMPLEX.

KEYED NOTES

(FOR REFERENCE ONLY)

NOT TO SCALE

CONSTRUCTION LAYDOWN AREA

For In formation Only

AutoCAD SHX Text E

EXISTING APPLE DRIVE

B-1

B-3

B-4

B-2

B-6

B-5

C-3

C-1

C-2

BUILDING

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GC-003

S O

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A T

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B-#

LEGEND

BORING LOCATION

PROPOSED BUILDING FOOTPRINT

SEISMIC CONE PENETRATION TEST (B-5)

PERMEABILITY TEST (B-6)

CBR SAMPLING POINT

SOIL BORING LOCATIONS

NOT TO SCALE

(FOR REFERENCE ONLY)

B-5

B-6

C-#

NOTE

SEE GEOTECHNICAL INVESTIGATION REPORT FOR

ADDITIONAL INFORMATION.

NOT TO SCALE

SOIL BORING LOCATIONS

SHEET ID

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B-100

B O

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O G

SFor In

ASPHALT

EBOX

LIGHTS

TMH

UNKNOWN-4

UNKNOWN-6

UNKNOWN-5

LIGHTS

UNKNOWN-12

CONCRETE

GRAVEL ROAD

GRAVEL

TMH

UNKNOWN-12

TMH

ASPHALT

A S

P H

A L T

TMH

CONCRETE

UNKNOWN-2

S I D

E W

A L K

C O

N C

R E

T E

ASPHALT

200CP

M-1

M-2

200CP

SMH

T/C = 25.71

INV = 23.44(N)

INV = 23.42(S)

SMH

T/C = 25.30

INV = 23.32 (N)

INV = 23.31(SE)

SMH

T/C = 25.16

INV = 22.83(E)

INV = 22.83(S)

INV = 22.83(NW)

SMH

T/C = 26.57

INV = 22.26(E)

INV = 22.23(S)

INV = 22.23 (N)

INV = 26.20

INV = 26.26

IN25.12

400CP

OUT25.06

PROTECTIVE

BOLLARD

PROTECTIVE BOLLARD

SUBSTATION

EQUIPMENT

SUBSTATION EQUIPMENT

EBOX

S1736

UNKNOWN-10

UNKNOWN-9

UNKNOWN-8

GRASS

ASPHALT

BUILDING

STORM GUTTER

T1743A

T1743B

T1736

EXISTING

GRAVEL

EXISTING APPLE DRIVE

US Army Corps of Engineers ®

SHEET ID

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V-100

E X

I S

T I N

O N

D I T

I O

N S

46512.545

27.560

ELEVATION

M-2

M-1 79396.934

79368.805 46386.236

COORDINATES

25.674

No.

(BASED ON JGD 2011 ZONE 10 DATUM)

CONTROL POINTS SUMMARY TABLE

1. TOPOGRAPHIC SURVEY COORDINATE SYSTEM IS THE JAPAN

GEODETIC DATUM (JGD) 2011, ZONE 10 AND IS IN INTERNATIONAL

METRIC UNITS.

2. THE "CONTROL POINTS SUMMARY TABLE" SHOWS THE INFORMATION

FOR THE BENCHMARKS ESTABLISHED AROUND THE ENTIRE

PERIMETER OF THE SITE IN MISAWA AIR BASE, AOMORI, JAPAN.

3. SURVEY CONDUCTED BY:

ENVIRONMENTAL SCIENCE CORPORATION

ESC BUILDING 1553-231 ISHIKAWA IHA,

URUMA CITY, OKINAWA, JAPAN 904-1115

TEL. 011-81-098-989-0426

REGISTERED SURVEYOR: MR. KOJI CHINEN

JAPAN REGISTERED SURVEYOR, REGISTRATION NO: H7-724

4. DATE OF TOPOGRAPHIC SURVEY: OCTOBER 2019

5. LOCATION OF EXISTING MAINS AND SERVICE LATERAL LINES FOR

WATER, ELECTRICAL AND COMMUNICATION SYSTEMS SHOWN IN

THE SURVEY MAP ARE APPROXIMATE AND BASED ON BEST

AVAILABLE INFORMATION PROVIDED BY OTHERS.

BENCHMARK

NOT TO SCALE

EXISTING CONDITIONS

For In formation Only

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GRAPHIC SCALE IN METERS 1:400

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EBOX

LIGHTS

TMH

UNKNOWN-4

UNKNOWN-6

UNKNOWN-5

LIGHTS

UNKNOWN-12

CONCRETE

GRAVEL ROAD

GRAVEL

TMH

UNKNOWN-12

TMH

ASPHALT

A S

P H

A L T

TMH

CONCRETE

UNKNOWN-2

S I D

E W

A L K

C O

N C

R E

T E

ASPHALT

M-1

M-2

INV = 26.20

INV = 26.26

IN25.12

400CP

OUT25.06

PROTECTIVE

BOLLARD

PROTECTIVE BOLLARD

SUBSTATION

EQUIPMENT

SUBSTATION EQUIPMENT

EBOX

S1736

UNKNOWN-10

UNKNOWN-9

UNKNOWN-8

GRASS

ASPHALT

BUILDING

STORM GUTTER

T1743A

T1743B

T1736

EXISTING

GRAVEL

33.3m m m

37.2m

80.2m m

8.4m m

3m m m

EXISTING APPLE DRIVE

7.7m m

13.2m m

23.4m

US Army Corps of Engineers ®

SHEET ID

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1. SEE C-001 FOR SYMBOLOGY LEGEND.

2. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED.

3. ACCESS TO REMAIN TO BUILDING 1747 AND 1748 AT ALL TIMES.

4. SEE SHEET CG-001 FOR HAUL ROUTE.

NOTES

CD100

D E

M O

L I T

I O

L A

KEYED NOTES

EXISTING CONTAINERS TO BE REMOVED BY THE GOVERNMENT

PRIOR TO START OF CONSTRUCTION.

SAWCUT EXISTING PAVEMENT FOR CLEAN EDGE AT REMOVAL.

EXISTING UTILITIES TO REMAIN. PROTECT DURING

CONSTRUCTION.

EXISTING DRAINAGE STRUCTURE. PROTECT DURING

CONSTRUCTION.

EXISTING FIRE HYDRANT AND PROTECTIVE BOLLARDS TO REMAIN.

PROTECT DURING CONSTRUCTION.

EXISTING ELECTRIC MANHOLE TO REMAIN. PROTECT DURING

CONSTRUCTION. REMOVE LID/COVER AND REPLACE WITH T-25

RATED LID/COVER.

EXISTING UTILITY STRUCTURES TO REMAIN. PROTECT DURING

CONSTRUCTION.

EXISTING SANITARY MANHOLE TO REMAIN. PROTECT DURING

CONSTRUCTION.

EXISTING SUBSTATION TO REMAIN. PROTECT DURING

CONSTRUCTION.

EXISTING WATER VALVE TO REMAIN. PROTECT DURING

CONSTRUCTION.

EXISTING ASPHALT ACCESS TO BUILDING 1747 TO REMAIN.

EXISTING CONCRETE PAVEMENT TO REMAIN. PROTECT DURING

CONSTRUCTION.

UNKNOWN UTILITY ON CONCRETE PAD. CONTRACTOR TO

IDENTIFY AND COORDINATE REMOVAL WITH BASE UTILITY AND

CONTRACTING OFFICER.

EXISTING COMMUNICATION JUNCTION BOX TO REMAIN. PROTECT

DURING CONSTRUCTION. REMOVE LID/COVER AND REPLACE WITH

T-25 RATED LID/COVER.

EXISTING COMMUNICATION JUNCTION BOX AND SERVICE TO BE

REMOVED.

EXISTING LIGHTPOLE TO BE REMOVED.

LEGEND

AREA OF PAVEMENT REMOVAL

AREA OF LAWN REMOVAL

AREA OF GRAVEL REMOVAL

SAWCUT TO PROVIDE CLEAN EDGE

NOT TO SCALE

DEMOLITION PLAN

For In formation Only

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AutoCAD SHX Text E

AutoCAD SHX Text S

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TYP

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TYP

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TYP

AutoCAD SHX Text R7.5m

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GRAPHIC SCALE IN METERS 1:400

AutoCAD SHX Text

ADR EQUIPMENT

STORAGE FACILITY

STORMWATER

DETENTION

EXISTING APPLE DRIVE

ASPHALT

EBOX

LIGHTS

GRAVEL

UNKNOWN-12

ASPHALT

A S

P H

A L T

CONCRETE

S I D

E W

A L K

C O

N C

R E

T E

ASPHALT

PROTECTIVE

BOLLARD

SUBSTATION

EQUIPMENT

SUBSTATION EQUIPMENT

EBOX

S1736

BUILDING

T1743A

T1743B

T1736

EXISTING

GRAVEL

82.1m

16m

R7.5m

R6.5m

30m

1.5m

TYP

T Y

P m

14.7m

80.2m m

37.2m m m m

58.4m m

R7.5m

R7.5m m

1.5m

TYP

T Y

R3m

T Y

P m

T Y

N=79337.10

E=46461.14

N=79337.10

E=46543.24

4.2m m

5.3m m m m

15.8m

10.3m m m m

N=79367.64

E=46461.14

N=79383.36

E=46469.67

N=79309.35

E=46468.41

N=79309.35

E=46548.61

N=79331.62

E=46574.83

N=79367.64

E=46550.14

N=79369.72

E=46574.83

N=79383.49

E=46529.83

8.4m

N=79319.87

E=46431.24

N=79370.31

E=46560.72

10m m

10.6m

6m m m

23.4m

R13.5m

R6.5m

41.1m

US Army Corps of Engineers ®

SHEET ID

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PROTECTIVE BOLLARD, SEE DETAIL.

EXISTING CONTAINERS TO BE REMOVED BY THE

GOVERNMENT PRIOR TO CONSTRUCTION.

SIDEWALK AT BUILDING ENTRANCE, SEE DETAIL.

SEGMENTAL BLOCK RETAINING WALL, SEE DETAIL.

PROTECTIVE BOLLARD, SEE DETAIL. REFER TO

ARCHITECTURAL PLANS FOR LOCATIONS AT OVERHEAD

DOORS.

PROTECTIVE BOLLARD AT RETAINING WALL. INSTALL

BOLLARDS 375mm FROM EDGE OF PAVEMENT AND 1.8

METERS ON CENTER.

U-SHAPED DRAIN, SEE DETAIL.

WATER TANK 10m DIAMETER, SEE UTILITY PLAN AND

STRUCTURAL PLANS A1/S-100B AND DETAIL C4/SB500.

CONCRETE SWALE, SEE DETAIL.

KEYED NOTES

1. SEE C-001 FOR SYMBOLOGY LEGEND.

2. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED.

3. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS

OTHERWISE NOTED.

4. SEE SHEET GC-001 FOR HAUL ROUTE.

5. AREAS DISTURBED BY CONSTRUCTION THAT ARE NOT PAVED

SHALL BE SEEDED.

6. SEE SHEET CS102 FOR CONCRETE PAVEMENT JOINTING.

NOTES

ASPHALT PAVEMENT

C-500

LEGEND

CS100

S I T

L A

C-500

LAWN

C-500

GRAVEL ACCESS DRIVE TO MATCH EXISTING GRAVEL

LOT

CONCRETE PAVEMENT

C-500

C-501

NOT TO SCALE

SITE PLAN

For In formation Only

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TYP

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TYP

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TYP

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TYP

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TYP

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TYP

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GRAPHIC SCALE IN METERS 1:400

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STORMWATER

DETENTION

EXISTING APPLE DRIVE

ASPHALT

EBOX

LIGHTS

GRAVEL

UNKNOWN-12

ASPHALT

A S

P H

A L T

CONCRETE

S I D

E W

A L K

C O

N C

R E

T E

ASPHALT

PROTECTIVE

BOLLARD

SUBSTATION

EQUIPMENT

SUBSTATION EQUIPMENT

EBOX

S1736

BUILDING

T1743A

T1743B

T1736

EXISTING

GRAVEL

N=79337.12

E=46461.14

N=79337.12

E=46543.24

N=79367.64

E=46461.14

N=79383.36

E=46469.67

N=79309.35

E=46468.41

N=79309.35

E=46548.61

N=79331.62

E=46574.83

N=79367.64

E=46550.14

N=79369.72

E=46574.83

N=79383.49

E=46529.83

N=79319.87

E=46431.24

N=79366.32

E=46565.96

N=79318.24

E=46463.78

N=79329.78

E=46564.97

N=79377.55

E=46548.30

0+40 0+60

0+80

0+77

N=79367.29

E=46447.17

N=79372.91

E=46551.20

N=79370.38

E=46560.57

N=79324.64

E=46545.87

N=79324.64

E=46541.80

N=79324.64

E=46504.38

N=79384.08

E=46531.75

N=79377.92

E=46545.43

CONCRETE U-SHAPED DRAIN

0+00

0+20

N=79350.19

E=46543.64

N=79362.19

E=46543.64

N=79371.67

E=46441.10

N=79371.67

E=46431.10

N=79333.67

E=46431.20

N=79333.67

E=46441.20

N=79331.62

E=46564.83

N=79363.62

E=46564.83

N=79363.62

E=46574.83

N=79397.86

E=46471.65

N=79397.55

E=46439.46

N=79390.26

E=46431.06

N=79350.18

E=46565.96

N=79332.87

E=46565.95

US Army Corps of Engineers ®

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CS101

S I T

O O

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L A

NOT TO SCALE

SITE COORDINATE PLAN

For In formation Only

AutoCAD SHX Text

GRAPHIC SCALE IN METERS 1:400

AutoCAD SHX Text

10m m

3m m m

EXPANSION

JOINT

CONTRACTION

JOINT (TYP)

ASPHALT

CONCRETE

EXPANSION

JOINT

3m m

10m m

EXPANSION

JOINT

CONTRACTION

JOINT (TYP)

ASPHALT

CONCRETE

US Army Corps of Engineers ®

SHEET ID

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CS102

J O

I N

A Y

O U

L A

1. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED.

2. JOINTS SHALL BE SPACED AT 3M O.C. MAXIMUM.

3. SEE SHEET C-500 FOR JOINT DETAILS.

NOTES

EAST STORAGE AREA

WEST STORAGE AREA

NOT TO SCALE

JOINT LAYOUT PLAN

For In formation Only

AutoCAD SHX Text

GRAPHIC SCALE IN METERS 1:100

STORMWATER

DETENTION

EXISTING APPLE DRIVE

ASPHALT

EBOX

LIGHTS

TMH

LIGHTS

GRAVEL

TMH

UNKNOWN-12

TMH

ASPHALT

A S

P H

A L T

CONCRETE

S I D

E W

A L K

C O

N C

R E

T E

ASPHALT

200CP

M-1

M-2

200CP

INV = 26.20

INV = 26.26

IN25.12

400CP

OUT25.06

PROTECTIVE

BOLLARD

SUBSTATION

EQUIPMENT

SUBSTATION EQUIPMENT

EBOX

S1736

BUILDING

STORM GUTTER

T1743A

T1743B

T1736

EXISTING

GRAVEL

26.76

26.52

26.76

26.78

26.76

26.44

26.09

EX 24.90

26.23

EX 26.25

EX 26.41

26.36

EX 26.40

EX 26.50

EX 26.87

EX 27.28

EX 27.22

EX 27.47

EX 27.48

EX 27.00

EX 26.93

EX 26.89

EX 26.90

EX 26.92

EX 26.86

EX 26.67

EX 26.66

26.92

HP27.15

26.9826.98

26.98

26.98 26.98

26.88

26.98

26.32

LP26.63

FFE = 27.0

EX 26.27

27.00

27.25

27.50

25.00

26.00

1.5%

0.8%

1.3%

2.1%

0.0%

27.00

HP27.00

27.00

3.8%

3:1

EX 26.92

26.97

EX 27.23

TW:26.64

BW:26.64

BW:25.90

TW:26.68

TW:26.85

BW:26.85

TW:26.81

BW:25.85

0.5%

0.0%

EX 27.89

HP27.47

EX 27.60

EXISTING

FF = 25.24

26.40

26.76

26.32

25.89

26.01

25.38

EX 24.83

EX 24.97

EX 24.88

25.96

10.0%

25.50

3.8%

2.9%

LP26.65

150mm PVC

UNDERDRAIN

5.1

27.06

26.84

26.54

26.46

1.9%

26.80

24.94

3.1

3.5 3.4

3.3

4.1

1.1

3.4%

C C

26.85

0.5%

1.4%

26.00

27.00

1.2

4.7%

26.42

26.14

26.10

26.12

26.15

2.4

2.3

2.2

2.1

1.3

26.57

US Army Corps of Engineers ®

SHEET ID

O R

N G

I N

E E

R S

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

D A

T E

M A

R K

D E

S C

R I P

T I O

J A

P A

N G

I N

E E

R I N

I S

T R

I C

M I S

A W

J A

P A

1 2 3 4 5 6 7 8 9 10

X X

M I S

A W

J A

P A

L E

K B

E R

I N

I U

T E

D M

A N

READY TO ADVERTISE - 14 DECEMBER 2020

A I R

F I E

A G

E P

D R

Q U

I P

M E

R A

I L T

P R

O J E

K K

L E

G A

J E

K K

B D

E L A

Z I Z

CG100

G R

A D

I N

L A

MATCH EXISTING

ADJUST TO FINISH GRADE

MATCH EXISTING GRADES AT BUILDING OVERHEAD DOOR,

ACCESS DOOR, AND BUILDING CORNERS.

PRECAST U-SHAPED DRAIN, SEE PROFILE SHEET FOR

ADDITIONAL INFORMATION.

ADJUST SEWER MANHOLE TO GRADE. REPLACE MANHOLE

COVER AND FRAME WITH T-25 RATED COVER AND FRAME.

KEYED NOTES

XX.XXX

FINISH GRADE

HP XX.XXX

HIGH POINT

LP XX.XXX

LOW POINT

EX XX.XXX

EXISTING GRADE

26.75

27.0

26.5

27.0

PROPOSED CONTOURS

EXISTING CONTOURS

TW:XX.XXX

BW:XX.XXX

TOP OF WALL

BOTTOM OF WALL

LEGEND

1. ADJUST ALL UTILITY STRUCTURES TO FINISHED GRADE

2. SEE STORM SEWER PROFILES FOR U-SHAPED DRAIN

INVERTS, SLOPES AND INFORMATION

3. SEE DETAIL 03/C-503 FOR STORMWATER DETENTION BASIN

SECTIONS.

4. SEE SHEET CG200 FOR SECTIONS A-A, B-B, AND C-C.

NOTES

U-SHAPED DRAIN

NOT TO SCALE

GRADING PLAN

For In formation Only

AutoCAD SHX Text E

Aut…

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File details come from the government source that posted it. Updated Aug 10, 2021.