4_PWS_FY19YABRB_19Q0006.pdf

Attachment 1 to Solicitation No. FA520919P0006

PERFORMANCE WORK STATEMENT (PWS)

FOR

FY19 SIDETRACK ROADBED MAINTENANCE

AT

U.S. GOVERNMENT SIDETRACK NO. 328

YOKOTA AIR BASE

15 Aug 2018

The attached PWS is being provided in accordance with (IAW) Section 801, 10 USC 2330. Any contract or task order resulting from this request is to be acquired using performance-based principles.

1. DESCRIPTION OF SERVICES/GENERAL INFORMATION. The Contractor shall provide all personnel, equipment, tools, materials, supervision, and services necessary to perform maintenance and repairs to the sidetrack roadbed portion of U.S. Government Sidetrack No. 328, Yokota Air Base, in a manner that will ensure continuous and reliable railroad operational condition. The performance period shall be from the effective date in block 3 of Standard Form (SF) 1449 through 30 Sep 2019.

1.1. MAINTENANCE AND REPAIR SERVICES. The maintenance and repair services shall be in accordance with (IAW) the Japan Freight Railway Company’s (JFRC) rules and regulations as specified in the Agreement between the United States of America and JFRC for handling military sidetracks, dated 01 Apr 1987, paragraphs 2, 4, 6 and its first Supplementary Agreement dated 13 July 1987, paragraph 5 entitled “Maintenance”, and the second Supplementary Agreement dated 16 March 1988, subparagraphs 5.e and 5.f. All construction debris or waste generated from this contract shall be removed IAW all Japanese laws and regulations, Japan Environmental Governing Standards (JEGS), commercial practices, and local standards.

1.2. The Contractor shall perform maintenance and repairs to the sidetrack roadbed portion of U.S.

Government Sidetrack No. 328, Yokota Air Base, as identified in Appendices A through H to ensure reliable and continuous operation. The work shall include but is not limited to:

(a) Contract Line Item Number (CLIN) 0001: Repair of Trackage IAW Appendices.

(b) CLIN 0002: Repair of Switching Device IAW Appendices.

(c) CLIN 0003: Cleaning of Railroad Crossing IAW Appendices.

(d) CLIN 0004: Weeding IAW Appendices.

(e) CLIN 0005: Other Repairs IAW Appendices.

(f) CLIN 0006: Emergency Repair IAW Paragraph 1.3.

1.3. EMERGENCY REPAIR. In the event that action is required to correct a safety issue or protect lives and properties, the Contracting Officer (KO) or Contracting Officer’s Representative (COR) may verbally instruct the Contractor to proceed with emergency repairs by issuance of a supplemental agreement pursuant to FAR 52.212-4, Contract Terms and Conditions - Commercial Items in this contract. All repair work shall be IAW the JFRC’s rules and regulations.

1.4. JFRC’S INITIAL INSPECTION. After completion of the Contractor’s scheduled work cited in the contract, initial inspection shall be performed by JFRC prior to inspection by the Government IAW paragraph 5.c. and 5.d. of the Agreement between the United States of America and JFRC for Handling Military Sidetracks. Inspection of services will be accomplished by the designated COR based on the JFRC’s certification of inspection.

1.5. INTERFERENCE WITH GOVERNMENT OPERATIONS. The Contractor shall make every effort to schedule its maintenance activities so as not to interfere with U.S. Government operations. In the event such interference is necessary, the Contractor shall provide the COR with a minimum of five (5) working days advance notification of the proposed work.

1.6. WASTE DISPOSAL.

1.6.1. Every effort shall be made to use recycling and/or reuse (diversion) measures to reduce the amount of waste generated under the contract. Waste minimization and disposal plan shall be included in the Environmental Protection Plan (EPP). In addition, a copy of contract(s) for waste transportation and disposal, and permits issued from local governments shall be submitted with the AF Form 3000 to CE Environmental (374 CES/CEIE) separate from the EPP. The plan also needs to list waste that will be generated from the contract and how they are treated (recycled/incinerated/landfilled). After the disposal, waste manifests shall be submitted to 374 CES/CEIE along with recycling report that shows the amount of waste recycled/incinerated/landfilled.

1.6.2. Solid and Construction/Maintenance Waste: Solid waste shall be placed in containers which are emptied on a regular schedule. Likewise, debris will be placed in appropriate containers or vehicle equipment for proper handling and disposal. Handling and disposal shall be conducted to prevent contamination. Segregation measures shall be employed so that no hazardous or toxic waste will become co-mingled with solid waste. The Contractor shall transport solid waste to include debris off government property and dispose of it in compliance with applicable federal and local requirements for solid or construction waste disposal. In addition, the Contractor shall comply with Japanese local laws and regulations pertaining to the use of landfill areas. At a minimum, the following items will be recycled:

scrap metal, cardboard, concrete, asphalt, scrap wood, wooden pallets, glass, and plastic. Green wastes such as leaves, trees, and branches should be mulched or composted. With the COR’s or KO’s approval, green waste may be transported and dropped off to the Civil Engineer yard near Building 4072 to be processed for mulching. Note: Green waste does not include wooden railroad ties.

1.6.3. Hazardous Waste (HW): All HW generated by the Contractor shall be disposed/recycled off base IAW Japanese regulation, Article 3 of “Law of Disposal and Cleansing of Waste (Haikibutsu no shori oyobi seisou ni kansuru horitsu)” and local regulations. Polychlorinated Biphenyl (PCB) containing items, fluorescent light bulbs, and any hazardous waste that meets criteria of JEGS Chapter 6 generating from existing U.S. properties must be turned in to 374 CES/CEIE for disposal or recycled. The Contractor shall not leave any hazardous waste at work site areas at the end of duty hours. If temporary hazardous waste storage is needed to accumulate hazardous waste on base, the Contractor shall submit spill response plan with site map, the list of all hazardous waste to be stored on-base and estimated quantities to 374 CES/CEIE, CE Fire Inspection (374 CES/CEF), Bioenvironmental (374 AMDS/SGPB), and Safety (374 AW/SE) for approval.

1.6.4. Burning: Open burning is prohibited for the purpose of reducing waste.

1.7. HAZARDOUS MATERIALS.

1.7.1. Approval is required before bringing any hazardous materials (HAZMAT) onto the installation.

The Contractor seeking approval to bring HAZMAT onto the installation must submit the AF Form 3000 along with Safety Data Sheet/Material Safety Data Sheet (SDS/MSDS) in English and Japanese. The Contractor is also required to provide the estimated amount of HAZMAT to be used during the project. If the HAZMAT is suspected to contain lead or asbestos, such as paint, primer, and caulking, a certificate from the manufacturer shall be provided to prove that the HAZMAT is free of asbestos/lead. The AF Form 3000 package will be reviewed by 374 AMDS/SGPB, 374 AW/SE, and 374 CES/CEIE. The Contractor shall use non-hazardous chemicals when available. All excess materials and empty containers are the responsibility of the Contractor and shall be removed at the end of the contract. When the occupants of the facility request the Contractor leave the excess HAZMAT, the Contractor shall coordinate with and be approved by 374 CES/CEIE.

1.7.2. Approval of Herbicide. A PACAF-approved listing of approved herbicide is located within Appendix G. If the Contractor wishes to utilize herbicide other than the approved herbicide, the Contractor shall coordinate with the COR first. All herbicides must be reviewed and approved by 374 CES/CEIE, 374 AMDS/SGPB, 374 AW/SE, and the Civil Engineer Entomology Shop (374

CES/CEOIE).

1.7.3. Application and Control of Herbicide. The application of herbicide shall be conducted IAW the manufacturer’s instructions. The Contractor shall possess the spill control materials on hand at all times to contain/absorb worst case spill, both by volume and hazard level. The Government will inspect each application. The Contractor shall not store or dispose any herbicide including its empty containers on the Government’s installation.

1.7.4. Monthly Reports. The Contractor shall submit a report to the KO within ten (10) working days following each month listing all pesticide and herbicide applications. Include pesticide/herbicide name, use concentration, amount applied, date, and detailed location of use. A DD Form 1532 will be provided on request to facilitate record keeping.

1.7.5. For the pesticide/herbicide management, the personnel certified as a Pesticide Management Instructor (Nouyaku Kanri Shidoushi 農薬管理指導士) or equivalent shall be on site to supervise the workers. The Contractor is subject to inspection by DOD certified applicators/inspectors as well as State Department of Agriculture Pesticides Division or equivalent agency.

1.7.6. Hazardous Materials Inventory. The Contractor shall maintain an up-to-date hazardous material inventory with copies of SDS(s)/MSDS(s) for all materials used on the job site. The Contractor shall maintain a complete copy of all approved SDS(s)/MSDS(s).

1.7.7. Hazardous Materials Management. The Contractor shall remove all hazardous materials by the end of each workday. The Contractor shall not conduct process treatments (e.g., paint thinner solvent recycling) on base.

1.7.8. Storage. All containers of HAZMAT in the work place should be labeled, tagged, or marked in both English and Japanese with the identity of the products. The Contractor shall ensure adequate handling and storage IAW JEGS where the HAZMAT is stored. Storage of oils, greases, chemicals, fuels, or other liquids will require spill prevention and security. The Contractor is not allowed to store HAZMAT on base for over 24 hours without authorization. If on-base HAZMAT storage areas are needed, the Contractor shall submit the list of all items that are to be stored on-base and estimated quantities to 374 CES/CEIE, 374 CES/CEF, and 374 AW/SE for approval. Hazardous materials storage areas may be inspected by 374 CES/CEIE, 374 CES/CEF, and 374 AW/SE. SDS(s)/MSDS(s) must be available at storage and on site at all times.

1.7.9. Final Report. The Contractor shall submit a final inventory, not later than ten (10) working days following termination/completion of this contract, of all hazardous materials used since the last hazardous usage report to the KO or COR. The final inventory will list all hazardous materials used, total amount of each used, and a description of the disposition of any remaining hazardous materials.

1.8. HUMANITARIAN ASSISTANCE AND DISASTER RELIEF (HADR). The scope of this contract includes services to respond to requirements in a contingency environment including humanitarian assistance and disaster relief.

1.9. GENERAL INFORMATION.

1.9.1. Quality Control. The Contractor shall develop and maintain a quality control program to ensure the sidetrack roadbed maintenance services are performed IAW the PWS, standards of the contract, and the JFRC’s regulations. Contractor’s QCI (Quality Control Inspector) shall be responsible for inspecting, identifying, and preventing defects in the quality of service performed.

1.9.2. Quality Assurance. The Government will evaluate all of the Contractor’s performance IAW the Quality Assurance Surveillance Plan (QASP) by appointing COR to monitor performance to ensure services are received.

1.9.3. Government Remedies. The KO will follow FAR 52.212-4, Contract Terms and Conditions - Commercial Items for the Contractor’s failure to perform satisfactory services or failure to correct non-conforming services.

1.9.4. Contractor Personnel.

1.9.4.1. Contract Manager (CM). The Contractor shall provide a CM who shall be responsible for the performance of the work. The name of this person, and an alternate or alternates who shall act for the Contractor when the manager is absent, shall be designated in writing to the KO. The CM or alternate shall have full authority to act for the Contractor on all contract matters relating to daily operation of this contract and shall be individuals who are capable of conversing in, and comprehending English.

1.9.4.2. Contract Employees. Contractor personnel shall be easily recognizable as contractor employees. This may be accomplished by wearing distinctive clothing bearing the name of the company or by wearing appropriate badges which contain the Contractor’s company name and the employee’s name.

1.9.4.3. Removal of Contractor’s Employees. The Contractor shall utilize only experienced, responsible, and capable employees in the performance of this contract. The KO may require that the Contractor remove from the Government job any of his/her employees who endanger persons or properties, or whose continued employment under this contract is inconsistent with the interests of military security.

1.9.4.4. Other Country Nationals (OCN). The Security Forces on each base control entry to the base.

Under certain circumstances, the OCN might be denied entry. It is the Contractor’s responsibility to coordinate with the Security Forces at each base when there is a question about particular circumstances.

1.9.5. Subcontracting. The subcontractors shall meet the standards required by this contract to perform the service. The prime Contractor is responsible for the performance of the subcontractors.

1.9.6. Installation Base Passes. For access to U.S. Installations, the U.S. Government will issue all required Gate Passes/Vehicle Passes to contractor personnel at no cost to the Contractor. To obtain passes, the Contractor is required to submit documents IAW each installation instruction. The prime Contractor shall be responsible for all passes issued to his/her own or his/her subcontractor’s employees under this contract. The Contractor shall return all applicable passes upon termination of employment or completion of this contract to the Installation Pass Office.

1.9.6.1. Gate Passes. In order to obtain Gate Passes, the Contractor may be required to (i) submit certificates of residence, abstracts of family registers and an ID photo, in addition to application forms which could vary depending on each installation, and (ii) make appointments at the Installation Pass Offices to take ID photos and pick up issued passes. The Contractor is responsible for the expenses and costs that they would incur in order to obtain Gate Passes.

1.9.6.2. Vehicle Passes. In order to obtain Vehicle Passes, the Contractor shall submit the proof of valid liability insurance that must cover the automobile liability insurance in the types and minimum amounts of (i) Bodily Injury - ¥30,000,000 per person per occurrence, in addition to the Japanese Compulsory Insurance (JCI), and (ii) Property Damage - ¥3,000,000 per occurrence.

1.9.7. Hours of Operation.

1.9.7.1. Work Hours. Contractor work hours are from 0730 to 1630 Monday through Friday including Japanese holidays, but excluding U.S. legal holidays.

1.9.7.2. U.S. Legal Holidays. Recognized U.S. legal holidays are listed below. Holiday falling on a Saturday may be observed on the preceding Friday. Holidays falling on a Sunday may be observed on the following Monday.

DATE HOLIDAY

1st January New Year’s Day 3rd Monday in January Martin Luther King’s Birthday 3rd Monday in February President’s Day Last Monday in May Memorial Day 4th July Independence Day 1st Monday in September Labor Day 2nd Monday in October Columbus Day 11th November Veteran’s Day 4th Thursday in November Thanksgiving Day 25th December Christmas Day

1.9.8. Reports of Damages, Destruction, Injury, or Death.

1.9.8.1. The Contractor shall report all incidents of damage or destruction to property, or personal injury or death to any person, arising out of and during the performance of this contract. For the purposes of this clause, the term “property” includes equipment or property of any type, whether Government owned or not. The term “Contractor” includes the Contractor, its agents, servants, or employees.

1.9.8.2. The Contractor shall submit these reports to the KO through the COR as follows:

1.9.8.2.1. A preliminary report shall be made as soon as practicable after the time the incident occurs.

Report may be either verbal or facsimile.

1.9.8.2.2. A complete written report shall be submitted within 96 hours after occurrence of the incident.

A copy of this report shall be furnished to the COR.

2. SERVICES SUMMARY (SS).

The following SS identifies the performance objectives and performance thresholds for critical tasks associated with providing support services for this requirement. The performance threshold briefly describes the minimum acceptable levels of service required for each requirement. These thresholds are critical to mission success.

Performance Objective

PWS

Para

Performance Threshold

Method of Assessment

SS# 1: Repair and Maintain Sidetrack Roadbed Portion

a. Repair of Trackage

b. Repair of Switching Device

c. Cleaning Work

d. Weeding

e. Other Repairs

Ensure reliable and continuous condition IAW the JFRC’s rules and regulations.

1.1. – 1.2. Zero (0) defect 100% Inspection

SS# 2: Emergency Repair Ensure reliable and continuous condition IAW the JFRC’s rules and regulations.

1.3. Zero (0) defect 100% Inspection

3. GOVERNMENT-FURNISHED PROPERTIES AND SERVICES.

3.1. Utilities. Water, electricity, and sewage, where available from existing work sites, will be provided to the Contractor without cost.

3.2. Security Forces and Emergency Contact Numbers. Upon request for assistance, the following units will provide services on a contractor refundable bases as necessary: the Base Security Forces, the Base Fire Department, and the Base Emergency Phone Number.

Base Security Forces Telephone 911 (042-507-6560) Base Fire Department Telephone 911 (042-507-6560) Base Emergency Telephone 911 (042-507-6560)

4. APPENDICES.

A. Estimated Workload B. Estimated Schedule of Inspection by JFRC C. List of Repair and Maitenance Work D. U.S. Military Sidetrack Drawings E. Replacement List of Ties F. Weeding Area G. Approved Herbicide H. Replacement Plan of Derailment Prevention Guard I. Work Pictures.

APPENDIX A: ESTIMATED WORKLOAD

Unit Quantities A. Repair of Trackage

a. Replacement of Steel Tie Each (EA) 28

b. Replacement of Regular Tie EA 37

c. Tamping of Ballast Meter (m) 40

d. Correction of Gauge m 120

e. Alignment of Track m 50

f. Replacement of Insulator Set 2

g. Increase of Brace EA 57

h. Establishment of Tie-plate Set 16

B. Repair of Switching Device

a. Replacement of Switching Device Tie (Day Shift) EA 11

b. Lubrication of Switching Device Set 7

C. Cleaning Work

a. Cleaning of Flange Way (Night Shift) EA 3

b. Cleaning of Withered Leaves Set 5

D. Weeding

a. Chemical Weed Control Square Meters (m²) 34,496

b. Weeding m² 5,224.8 (870.8 m2 x 6 times)

c. Tree Trimming EA 1

E. Other Repairs

a. Repair of Railroad Crossing Board Set 1

APPENDIX B: ESTIMATED SCHEDULE OF INSPECTION BY JFRCE

数 量 単 位 2018 2019 記 事

Ｑｔｙ Ｕｎｉｔ Ｏｃｔ Ｎｏｖ Ｄｅｃ Ｊａｎ Ｆｅｂ Ｍａｒ Ａｐｒ Ｍａｙ Ｊｕｎ Ｊｕｌ Ａｕｇ Ｓｅｐ Ａｒｔｉｃｌ

1 軌 道 変 位 検 査（一般区間） TRACK IRREGULARITY 1 Ｊｏｂ ★ ★ 1unit per job

2 軌 道 変 位 検 査（分岐器） TRACK IRREGULARITY 12 Ｓｅｔ ★ 1set per job

SWITCH DEVICE

3 分 岐 器 一 般 ・ 機 能 検 査 FUNCTION INSPECTION OF 12 Ｓｅｔ ★ 1set per job

SWITCH DEVICE

4 分 岐 器 細 密 検 査 DETAIL INSPECTION OF 0 Ｓｅｔ

SWITCH DEVICE

5 レール 検 査 ＲＡＩＬ 1 Ｊｏｂ ★ 1unit per job

6 道 床 検 査 BALLAST 1 Ｊｏｂ ★ 1unit per job

7 ま く ら ぎ 検 査（一般区間） REGULAR TIE 1 Ｊｏｂ ★ 1unit per job

8 ま く ら ぎ 検 査（分岐器） SWITCH DEVICE TIE 12 Ｓｅｔ ★ 1set per job

9 そ の 他 材 料 検 査 OTHER MATERIALS 1 Ｊｏｂ ★ 1unit per job

10 巡 回 検 査 SAFETY PATROLLING SERVICE 2 Ｊｏｂ ★ ★ 1unit per job

11 し ゅ ん 功 検 査

CONPLETION 1 ★ ★

12 調 査 （ 次 年 度 査 定 ） INVESTIGATION 1 Ｊｏｂ ★ 1unit per job

★＝軌道会社（Ｎｏ.１～９） Track company（Ｎｏ．１～９） ★＝東京メンテナンスステーション（Ｎｏ.１０～１２） Tokyo Maintenance station（Ｎｏ．１０～１２）

＊在日米軍との契約上の関係、及び、ＪＲ貨物側、及び、軌道会社の作業上の都合により、予定を変更することもある。

＊請負業者は検査終了毎に東京メンテナンスステーションに連絡し､近日中にデータを入力すること.(又は､ＯＡ送信でも可とする.）

Contractors must inform Tokyo Maintenance station about the results every inspection,and enter data in a few days.(or carry data)

＊大工事終了時、及び、工事進行状況により、竣工検査を追加、削除したり、検査予定月を変更する場合もある。

Ｓｅｒｖｉcｅ

The inspection schedule will be subject to change,depending on the contructual relationships made by US military and Japan Freight Railway, or process of works of track company.

It may well be that the completion inspection perform or cancel,and due month reschedules, depending on the construction progress and on completion of large scale work.

施設関係 ２０１９年度分 米軍横田・年間検査計画表

Ｓａｆｅｔｙ Ｐａｔｒｏｌ Ｉｎｓｐｅｃｔｉｏｎ Ｓｅｒｖｉｃｅｓ － Ｒｏaｄｂｅｄ Ｐｏｒｔｉｏｎ Ｓｉｄｉｎｇ Ｎｏ．３２８ ＹＯＫＯＴＡ ＡＢ

(2018/10/1～2019/9/30)

APPENDIX C: LIST OF REPAIR AND MAINTENANCE WORK

2019年度 在日米軍横田基地専用線（No.328） US Military Siding Yokota (No.328), 2019

【 保守工事数量表 】 No.1

List of Repair and Maintenance Work

番号 工 事 種 別 単位 数 量 摘 要

No. Description Unit Quantity Remarks

1 軌道補修

Re pair o f trackage

鉄まくらぎ交換 本 ※別紙略図参照 【設計確認必要】

Replacement of steel tie Job ※ Refer to sketch on the attached sheet. 【Design validation is needed】

並まくらぎ交換 本 ※別紙略図参照

Replacement of regular tie Job ※ Refer to sketch on the attached sheet.

※施工範囲は、別紙検査データ参照（赤色で塗色した箇所） 7番線 20m(1k460m～1k470m, 1k490m～1k500m 2箇所)、9番線 10m(1k368m～1k

378m)、引込3番線 10m（0k995m～1k005m, 8号RC付近～ヨ5号クロッシング部付近）

道床つき固め ｍ ※ For the construction range, see attachment inspection data.

Tamping tie m (Places shown in red)

No.7 20m (1k460m～1k470m, 1k490m～1k500m 2 places), No.9 10m(1k368m～

1k378m), Industrial track No.3 10m (0k995m～1k005m, No.8 R.C. ～ YO5

Near the crossing part.)

引込3番線 120m(0k300m～0k420m)

軌間整正 ｍ ※施工範囲は、別紙検査データ参照（赤線で示した箇所 R=180・S=20） Correction of gauge m Industrial track No.3 120m(0k300m～0k420m)

※ For the construction range, see attachment inspection data.

(Places painted in red. R = 180 ・ S = 20)

引込3番線 3 0 m(0 k3 8 0m～0k3 90 m、0 k33 0～0 k34 0、0 k315～0 k32 5)、7番線 20 m(1k4 75m～1k49 5m)

通り整正 ｍ ※施工範囲は、別紙検査データ参照（赤色で塗色した箇所）

Alignment of the track m Industrial track No.3 30m (0k380m～0k390m、0k330～0k340、0k315～0k325), No.7 20m (1k475m～1k495m)

※ For the construction range, see attachment inspection data. (Places shown in red)

絶縁物交換 組 7番線 2組(1k391m付近) ※50NFH（絶縁継目板・絶縁ボルト交換含む）

Replacement of insulator Set No.7 2sets (near 1k391m) ※ Type 50NFH (Including insulation joint plate and insulation bolt replacement)

チョック増設 個 ※引込3番線 0k304m～0k415m 外軌レール

Increase brace Job ※ Industrial track No.3. 0k304m ～ 0k415m the outer rail.

Ｆ型タイプレート新設 組 ※引込3番線 0k304m～0k415m 脱線防止ガード設置箇所の並まくらぎ交換8本分

Newly established tie-plate Set ※ Industrial track No.3. 0k304m ～ 0k415m

(type F) Derailment prevention guard installation location regular tie 8 jobs.

2 分岐器補修

Re pair o f switching device

ヨ15号 370×1本 ヨ16号 250×2本 ※チョック交換含む

ヨ22号 250×1本、280×1本 ヨ24号 220×1本、250×2本、340×1本

分岐まくらぎ交換（昼間） 本 310ロ号 370×1本 312イ号 220×1本

Replacement of switching Job YO15 = 370 × 1 YO16 = 250 × 2 ※ Including brace replacement.

device tie (Day time) YO22 = 250 × 1 , 280 × 1 YO24 = 220 × 1 , 250 × 2 , 340 × 1

310RO = 370 × 1 312I = 220 × 1

ポイント部注油作業 組 2回/年＝310ロ、312イ、ヨ5、ヨ8、ヨ9、ヨ15、ヨ16

Lubrication of switching device Set Twice a year ＝ 310RO, 312I, YO5, YO8, YO9, YO15, YO16

3 清掃関係

Cle aning wo rk

横田5号踏切＝4回／年、横田1号踏切＝2回／年、横田2号踏切＝2回／年

輪縁路清掃（夜間） ※踏切清掃時に、周囲に投棄された廃棄物も処分すること。

Cleaning of precast prestressed 箇所 Yokota No.5 R.C. = four times a year, Yokota No.1 R.C. = twice a year, crossing (Night time) Place Yokota No.2 R.C. = twice a year

※ At the time o f cro s s ing c leaning, a ls o to dis po s e o f the refus e abando ned a ro und.

ポイント部枯葉除去 組 1回 /年＝ヨ5号、ヨ6号、ヨ7号、ヨ8号、ヨ9号（12月～3月頃の間にて実施）

Cleaning of switching device Set Annual = YO5、YO6、YO7、YO8、YO9

(Carried out between December and March)

【 保守工事数量表 】 No.2-止 List of Repair and Maintenance Work

番号 工 事 種 別 単位 数 量 摘 要

No. Description Unit Quantity Remarks

4 除草作業

We eding

①引込3番線 0k300m～0k908m（レールゲート）まで（3,648㎡） ②燃料基地内及び7番線、8番線、9番線の終点方含む（13,600㎡）

除草薬散布 ㎡ 17,248㎡ × 2回／年 幅6mにて施工

Chemical weed control ㎡ ① Industrial track No.3 between 0k300m and 0k908m (Rail gate) (3,648㎡） ② On base and the terminal point of No.7, No.8, and No.9 (13,600㎡） 17,248㎡ × Twice a year Construct width 6m

燃料基地内:年6回 9番線（左側）＝870.8㎡ × 6 ＝ 5,224.8㎡ 除草作業 ㎡ ※別紙求積表参照

Weeding ㎡ On fuel base: six times a year Track No.9 (Left side)

= 870.8㎡ × 6 ＝ 5,224.8㎡ ※ Refer to breakdown list on the quadrature table.

樹木伐採 本 横田6号RC～レールゲート間（0k900m付近 左側）…1本 ※別紙資

料参照 Cutting of trees Job Yokota No.6 R.C. ～ Rail gate (Near 0k900m, Left side) = 1 job

※ Refer to sketch on the attached sheet.

5 その他

Others

踏切敷板補修 式 横田3号RC ※別紙資料参照

Railroad crossing board repair Set Yokota No.3 R.C. ※ Refer to sketch on the attached sheet.

34,496

5,224.8

APPENDIX D: U.S. MILITARY SIDETRACK DRAWINGS

Cutting of trees 1job Replacement of regular tie 19jobs (Including 1joint) (Refer to photo on the attached sheet)

Replacement of steel tie 6jobs (A= 1, B= 5)

Replacement of switching device tie 2jobs （250 × 2） Alignment of the track 10m ※ Including brace replacement.

(1k368m ～ 1k378m, See attachment inspection data) Replacement of steel tie 1job (B= 1)

Replacement of switching device tie 2jobs

（250 × 1、280 × 1）

Alignment of the track 10m

（0k995m ～ 1k005m, See attachment inspection data) Replacement of switching device tie 1job （370 × 1）

13号RC

9番 No.9 Replacement of regular tie 1jobs (Including 1joint) ﾖ16

※ Reuse brece material. ﾖ9 8番 No.8 12号RC

ﾖ15

18番 No.18 ﾖ8 7番 No.7

9号RC

ﾖ24 17番 No.17 ﾖ11 ﾖ5 ﾖ6 6番 No.6 ﾖ14 11号RC

ﾖ7

16番 No.16 5番 No.5 ﾖ12

ﾖ23 8号RC ﾖ10 ﾖ13

4番 No.4 10号RC

7号RC

Replacement of switching device tie 4jobs

（220×1、250×2、340×1） 横田6号RC 燃料基地防護フェンス

Yokota No.6 RC Fuel a base fence

横田5号RC(砂川街道)

Yokota No.5 RC (Sunagawa HW) Replacement of regular tie 11jobs (Including 1joint) Replacement of regular tie 1job Replacement of steel tie 3jobs (A= 2, B= 1)

Replacement of steel tie 10jobs (A= 8, B=2) Replacement of steel tie 8jobs (A= 8)

横田4号RC Correction of gauge 120m (0k300m～0k420m) Tamping tie 20m (1k460m ～ 1k470m, 1k490m ～ 1k500m 2 places, See attachment inspection data)

Yokota No.4 RC

Alignment of the track 50m （0k315m～0k325m、0k330m～0k340m、0k380m～0k390m、1k475m～1k495m） See attachment inspection data. Alignment of the track 20m (0k475m～0k495m, See attachment inspection data)

横田3号RC

Yokota No.3 RC Increase brace 57jobs 0k304m～0k415m, The outer rail) Replacement of insulator 2sets (near 1k391m)

※Type 50NFH (Including insulation joint plateand insulation bolt replacement)

Newly established tie-plate (type F) 16sets (0k304m ～ 0k415m) Derailment prevention guard installation location regular tie 8 jobs.

Railroad crossing board repair 1set 横田2号RC (Refer to sketch on the attached sheet) Yokota No.2 RC

横田１号RC

Yokota No.1 RC

Replacement of switching device Replacement of switching device tie 1job tie 1job （220×1） （370×1） （ヨ5号、ヨ6号、ヨ7号、ヨ8号、ヨ9号）

(YO5GO, YO6GO, YO7GO, YO8GO, YO9GO)

（310ロ、312イ、ヨ5、ヨ8、ヨ9、ヨ15、ヨ16）

(310RO, 312I, YO5, YO8, YO9, YO15, YO16）

ＤＣ

鉄まくらぎ交換 3本 （Ａ=2本、B=1本）

道床つき固め 10m

（0k995m～1k005m 別紙検査データ参照）

道床つき固め 10m

（1k368m～1k378m 別紙検査データ参照）

Ｂ 燃料基地内除草作業（処分含む） 5,224.8㎡ （年6回） （9番線左側付近 = 870.8㎡) ※別紙求積略図参照

8番線 No.8

木

分岐まくらぎ交換

Replacement of switching device tie

Weeding on fuel base (Disposal is included) 5,224.8㎡ （Six times a year）

引込3番線（ゲート内）

Industrial track No.3 (On base)

(No.9 left side = 870.8㎡） ※Refer to breakdown list on the quadrature table.

9番線 No.9

ヨ16号 YO16

ヨ15号 YO15

鉄まくらぎ交換 6本（A=1本、B=5本）

分岐まくらぎ交換 2本 （250×2） ※チョック交換含む

7番線 No.7

分岐まくらぎ交換 1本 （370×1）

引込3番線（ゲート外）

Industrial track No.3 (Off base)

Cleaniing of precast prestressed crossing (Night time) , Four times a year

2019年度 交換まくらぎ塗色（黄色） 2019 Replacement of tie paint (Yellow)

通り整正 20m （1k475m～1k495m 別紙検査データ参照）

横田５号 Yokota No.5 ＲＣ

鉄まくらぎ交換 1本（B= 1本）

並まくらぎ交換 19本（継目1本含む）

分岐まくらぎ交換 4本（220×1、250×2、340×1）

分岐まくらぎ交換 2本 （250×1、280×1）

並まくらぎ交換 6本（継目1本含む） ※チョック再用

鉄まくらぎ交換

Replacement of steel tie

線ばねＡ

Spring clip A Ａ

線ばねＢ

Spring clip B

並まくらぎ交換

Replacement of regular tie

交

ヨ22号 YO22

レールゲート

Rail gate

17番線 No.17

ﾖ22

樹木伐採 1本（別紙資料参照）

ヨ24号 YO24

2019年度 米軍横田専用線保守工事指示書位置略図 US Military Siding at Yokota Base Maintenance Instruction, 2019

JR東日本

並まくらぎ交換 1本

鉄まくらぎ交換 8本（A=8本）

並まくらぎ交換 11本（継目1本含む）

通り整正 50m （0k315m～0k325m、0k330m～0k340m、0k380m～0k390m、1k475m～1k495m）別紙検査データ参照

Private siding

横田１号 Yokota No.1 ＲＣ

310RO312RO

分岐まくらぎ交換 1本（220×1）

その他作業 Other works

・ポイント部枯葉除去 5組 【年１回＝12月から3月の間】 ・Cleaning of switching device 5sets (Annual = Carried out between January and March) 輪縁路清掃（夜間） 年２回

※踏切清掃時に、周囲に投棄された廃棄物も処分すること。

横田２号 Yokota No.2 ＲＣ

横田３号 Yokota No.3 ＲＣ

310ロ号 310RO312イ号 312I

チョック増設 57個（0k304m～0k415m 外軌レール）

分岐まくらぎ交換 1本（370×1）

踏切敷板補修 1式（別紙資料参照）

鉄まくらぎ交換 10本（A=8本、B=2本） 輪縁路清掃（夜間） 年４回

※踏切清掃時に、周囲に投棄された廃棄物も処分すること。

※ At the time of crossing cleaning, also to dispose of the refuse abandoned around.

※ At the time of crossing cleaning, also to dispose of the refuse abandoned around.

輪縁路清掃 年２回 ※踏切清掃時に、周囲に投棄された廃棄物も処分すること。

絶縁物交換 2組(1k391m付近) ※50NFH（絶縁継目板・絶縁ボルト交換含む）

道床つき固め 20m（1k460m～1k470m, 1k490m～1k500m 2箇所 別紙検査データ参照）

（引込3番線 0k300m～0k908m 幅6m 3,648㎡ ） （Industrial track No.3 between 0k300m and 0k908m construct width 6m 3,648㎡）JR貨物

JR EAST

JR東日本

Ｆ型タイプレート新設 16組（0k304m～0k415m）脱線防止ガード設置箇所の並まくらぎ交換8本分

310ロ

専用線 122 I ,RO

122ｲ,ﾛ

312ロ

Cleaning of precast prestressed crossing (Night time) , Twice a year

JR EAST

（燃料基地内、及び、7番線、8番線、9番線の終点方を含む 13,600㎡）

・除草薬散布 34,496㎡ 【17,248㎡ｘ年2回】 ・Chemical weed control 34,496㎡ (17,248㎡ × Twice a year)

310イ

310 I

・ポイント部注油作業 7組 （年2回） ・Lubrication of switching device 7sets (Twice a year)

（On base and the terminal point of No.7, No.8, and No.9 13,600㎡）

軌間整正 120m (0k300m～0k420m)

JR Freight

JR貨物

Cleaning of precast prestressed crossing (Night time) , Twice a year

専用線 Private siding

JR Freight

312 I

312イ

※ At the time of crossing cleaning, also to dispose of the refuse abandoned around.

118RO

453118ロ

拝島構内分岐在日米軍横田専用線 US Military Siding at Yokota Base, Siding

西武鉄道

Se ibu rail way

横田引上線

Yokota lead track

八高線 JR Hachikou line

八王子方 Hachiouji

横田専用1番

Exclusive Yokota No.1

横田専用2番

Exclusive Yokota No.2

No.7 RC

No.8 RCYO23

YO24

YO22 YO11

No.9 RC

YO5 YO6

YO7

YO10

YO8

YO9

YO13

YO12

YO14

YO15

YO16

No.10 RC

No.11 RC

No.12 RC

No.13 RC

APPENDIX E: REPLACEMENT LIST OF TIES

【鉄まくらぎ交換内訳表】 Replacement of steel tie breakdown list

☆特記事項 (1)工事施工は、JR貨物社内の【設計確認】受理確認後の施工となる。

Special note The construction is after accepting of "design vaildation" at JRF.

(2)スラックは、現地交換まくらぎに塗色。請負業者にて再確認のこと。 Slack paint rebplacement tie at construction field. Contractor must reconfirm.

(3)線ばねAは、スラックS=0～10、線ばねBは、S=10～20である。 Spring clip A : S= 0 ～ 10, Spring clip B : S= 10 ～ 20

(4)交換箇所のスラック設定は、《0、5、10、15、20》にて計画している。 To set up slack of replacement place is planned as below. Set up value 《0, 5, 10, 15, 20》

(5)交換箇所は砕石補充を行い、十分につき固めを行うこと。 Replacement place is replenished with ballast and make sufficient tamping.

(6)発生する木まくらぎ及び鋼クズ等は、請負業者にて責任処分とする。 Contractors responsibly dispose wooden ties and steel filings occurred.

【分岐まくらぎ交換内訳表】 Replacement of repair of switching device tie breakdown list

☆発生する木まくらぎ及び鋼クズ等は、請負業者にて責任処分とする。 Contractors responsibly dispose wooden ties and steel filings occurred.

【並まくらぎ交換内訳表】 Replacement of regular tie breakdown list

☆発生する木まくらぎ及び鋼クズ等は、請負業者にて責任処分とする。 Contractors responsibly dispose wooden ties and steel filings occurred.

Regular tie Brace Derailment

※チョック交換含む

記事

並まくらぎ prevention guard

(個) （箇所）

1 2

※別紙資料参照 ※ Refer to sketch on the attached sheet.

※ Including brace replacement.

チョック

ヨ24号 1 2 1

YO24

分岐器番号 Turnout No.

合計 Total

9番 No.9

No.17

ヨ15号

ヨ16号

YO16

Total 合計

No.7

17番

No.8 9番 No.9

No.

ヨ22号

YO15

312I

310ロ号

YO22

番線名

7番 No.7 8番 No.8

6 1

2 0

引込3番

S=10

Industrial track No.3

S=0 S=5

鉄まくらぎ種別（本） Classification of steel tie (job)

線ばねB Spring clip B

番線名 No.

線ばねA Spring clip A

1 0 0 2

2 1

340 370 400

分岐まくらぎ種別（本） Classification of track tie (job) 計

Total 記事

Remarks 280 310220

記事 Remarks

全て50Nレール All 50N rail

0 3

S=15 S=20

計 Total

110 3

Total 37 57 10

8番

7番

19 0 0

※ Reuse brece material.

※チョック再用

合計

(Job)(Job)

310RO

Industrial track No.3

(Place)

脱線防止ガード

2 5

(本)

312イ号

引込3番

0 0

Remarks

1 1 2

APPENDIX F: WEEDING AREA

13号RC

9番 No.9

ﾖ16

ﾖ9 8番 No.8 12号RC

ﾖ15

ﾖ8 7番 No.7

9号RC

ﾖ11 ﾖ5 ﾖ6 6番 No.6 ﾖ14 11号RC

ﾖ7

5番 No.5 ﾖ12

8号RC ﾖ10 ﾖ13

4番 No.4 10号RC

7号RC

拝島 方 終点方

Haijima 223.8㎡ ※処分を全て含む Terminal

C : Place Magnification a rough Weeding work quadrature table (Six times a year) ※All disposal is included

建物 No.4091

A building No.4091

9番線 No.9

防護フェンス

5,224.8

面積 （㎡）区分 Position Range Area (㎡)

除草作業求積表（年6回）

燃料基地内 除草作業（処分含む） 求積略図・求積表 Weeding on fuel base (Disposal is included) Quadrature sketch, Quadrature table

防護フェンス

Fence

C箇所 拡大略図

合計 （㎡） Total amount (㎡)

C

計 （㎡） Total (㎡)

位置

192.5

870.8

9番線（左側）

A 132.0

B

223.8 No.9 (Left side)

D

Fence

322.5

No.7 RC

No.8 RCYO23

YO24

YO22

YO11

No.9 RC

YO5 YO6

YO7

YO10

YO8

YO9

YO13

YO12

YO14

YO15

YO16

No.10 RC

No.11 RC

No.12 RC

No.13 RC

1K030m 1K380m

A B

C

D

1.3m

80m 50m

2 .0m

6 .7m

1.0m 0 .8m

150m

3 .5m

2.8m

3 .5m 13 .0m

10 .5m 6 .2m

9 .7m

12 .5m

33 .2m

APPENDIX G: APPROVED HERBICIDE

ARMED FORCES PEST MANAGEMENT BOARD (AFPMB) STANDARD PESTICIDES LIST AVAILABLE TO DOD COMPONENTS AND

AGENCIES

October 1, 2017 The red texts are updated from the previous list.

1. HERBICIDES/FUNGICIDES/ALGAECIDES

The following herbicides must be applied by a DoD certified pesticide applicator or under the direct supervision of a DoD Certified pesticide applicator.

NSN 6840- ITEM NAME (Alternative Trade Name) MOA

Code Unit Package AAC Price UOI DOD

Users + 01-360-4741 SDS Label

Fungicide, Methylisothiocyanate (MITC-FUME)

***RESTRICTED USE PESTICIDE***

NA 18 tubes J 46.99 CO A, N, F

01-457-6588 SDS Label

Fungicide, Azoxystrobin, 50% (Heritage) 11 (6) 1- lb. cont. H 6560.52 BX A, N, M

01-643-0704 SDS Label

Herbicide Aminocyclopyrachlor, 39.5% and Chlorsulfuron, 15.8% (Perspective)

O, B (12) 1.25 lb.

bt

J 974.16 BX A, N, M,

F

01-643-0697 SDS Label

Herbicide Aminocyclopyrachlor, 39.5% and Metsulfuron methyl, 12.6% (Streamline)

O, B (8) 3-lb. bt J 2191.86 BX A, N, M, F

01-643-0702 SDS Label

Herbicide Aminocyclopyrachlor, 22.8%; Metsulfuron methyl, 7.3% and Imazapyr 31.6% (Viewpoint)

O, B (8) 5-lb. bt J 2841.30 BX A, N, M, F

01-561-9603 SDS Label

Herbicide, Aminopyralid, 40.6% (Milestone ) O (2) 2.5-gal co J 2175.32 BX A, N, M, F

00-392-7593 SDS Label

Herbicide, Bromacil, 21.9% lithium salt of bromacil, liquid (Hyvar X-L)

C1 (4) 1-gal co H 496.79 BX A, F, M, N

01-408-9079 SDS Label

Herbicide, Bromacil, 80%, wettable powder (Hyvar- X) C1 (12) 4-lb bags H 2228.68 BX A, M, N

01-005-7523 SDS Label

Herbicide, Diquat, 35.3%, water soluble liquid (Reward) D 1-gal co H 477.25 GL F, N

00-815-2799 SDS Label

Herbicide, Diquat, 35.3%, water soluble liquid (Reward) D (2) 2.5-gal co H 1050.50 BX A, N, F

01-341-9346 SDS Label

Herbicide, Diuron, mínimum 80% diuron, granular C2 25-lb bag H 265.16 BG A, N, F, M

00-001-7710 SDS Label

Herbicide, Diuron-Bromacil mixture, 40% bromacil, 40% diuron, granular (Krovar I DF)

C2,C1 6-lb bag H 127.51 BG A, N, F, M

01-630-3501 SDS Label

Herbicide, Diuron-Bromacil mixture, 40% bromacil, 40% diuron, granular (Krovar I DF)

C2,C1 25 lb. bag Z 294.95 BG F

01-356-6001 SDS Label

Herbicide, Fluridone, 5%, pellets (Sonar SRP) F1 40-lb co J 646.37 CO A, N

01-356-8888 SDS Label

Herbicide, Fluridone 41.7% liquid (Sonar A.S.) F1 1 qt co H 1171.45 QT A, N

01-525-5869 SDS Label

Herbicide, Imazapic ammonium salt 23.6% liquid (Plateau) B (2) 1-gal co J 1427.63 BX A, N, M, F

01-108-9578 SDS Label

Herbicide, Isopropylamine salt of glyphosate, 41%, water soluble liquid (Roundup Pro/Ranger Pro/Razor Pro/Glyfos Pro)

G (2) 2.5-gal co H 187.12 BX A, N, F, M

01-388-0142 SDS Label

Herbicide, Isopropylamine salt of glyphosate, 41%, water soluble liquid (Roundup Pro/Ranger Pro/Razor Pro/Glyfos Pro)

G 30-gal drum H 1160.27 DR A, F, N

01-356-8893 SDS Label

Herbicide, Isopropylamine salt of glyphosate, 53.8%, water soluble liquid (Rodeo/Aquamaster)

G (2) 2.5-gal co H 432.31 BX A, F, M, N

01-377-7113 SDS Label

Herbicide, Isopropylamine salt of glyphosate, 2.0%, water soluble liquid (Roundup Ready-to-Use)

G 24-oz pump spray bottle

H 8.81 BT N, F

01-399-0673 SDS Label

Herbicide, Ammonium salt of glyphosate, 73.3% and 2.9% Diquat dibromide, water soluble liquid (Quik Pro)

G, D 5 pkg. H 22.67 BX A, F, M

01-545-4540 SDS Label

Herbicide, Ammonium salt of glyphosate, 73.3% and 2.9% Diquat dibromide, water soluble liquid (Quik Pro)

G, D 6.8 lb. co H 249.65 CO A, N, M, F

01-356-8902 SDS Label

Herbicide, Isopropylamine salt of Imazapyr, 26.7% (Arsenal Powerline)

B (2) 2.5-gal co H 2898.94 BX A, N, F, M

01-532-5403 SDS Label

Herbicide, Isopropylamine salt of Imazapyr, 28.7% (Habitat) B (2) 2.5-gal co H 2207.70 BX A, N, M

01-318-7417 SDS Label

Herbicide, Oryzalin, 40.4% (Surflan A.S.) K1 (2) 2.5-gal co H 389.68 BX A, N, F, M

00-145-0013 SDS Label

Herbicide, Prometon, 25% prometon, emulsifiable concéntrate (Pramitol 25E)

C1 (2) 2.5-gal co H 306.68 BX A, F, N

01-356-8891 SDS Label

Herbicide, Methyl Sulfometuron, 75% (Oust XP) B 48-oz co H 279.87 CO A, N, M

01-319-2890 SDS Label

Herbicide, Tebuthiuron (Spike 80 DF) C2 4-lb bag J 138.42 BG A, N, F

01-457-6576 SDS Label

Herbicide, Tebuthiuron-Diuron, 1% Tebuthiuron, 3% Diuron (Spraykil SK-13)

C2 40 lb.

container

H 227.52 CO A, N, M

01-552-1822 SDS Label

Herbicide, Triclopyr, 60.45% (Garlon 4 Ultra) O (2) 2.5-gal co H 683.42 BX A, N, M, F

00-577-4194 SDS Label

Herbicide, 2,4-Dichlorophenoxy-acetic acid (2,4-D), oil miscible/water emulsifiable liquid (low volatile ester form)

O (2) 2.5-gal co H 196.74 BX A, N, M

00-664-7060 SDS Label

Herbicide, 2,4-Dichlorophenoxy-acetic acid (2,4-D), water soluble liquid (amine salt form)

O (2) 2.5-gal co H 143.07 BX A, N, M

01-377-7110 SDS Label

Herbicide, 2,4-Dichlorophenoxy-acetic acid (2,4-D), 0.128%, 0.22% MCPP and 0.05% Dicamba water soluble liquid (Weed- B-Gon MAX)

O 24-oz pump spray bottle

H 11.57 BT F, N

APPENDIX H: REPLACEMENT PLAN OF DERAILMENT PREVENTION GUARD

横田基地専用線引込３番線脱線防止ガード設置箇所まくらぎ交換計画図 US Military Siding at Yokota Base ‐ Derailment Prevention Guard Replacement Plan

６番レール Rail No.6 ６番レール Rail No.6

６番レール Rail No.6

拝島方 Replacement of steel tie Job

For Haijima F型タイプレート新設 組

並まくらぎ交換 本

Replacement of regular tie Job 鉄まくらぎ交換 本

７番レール Rail No.7 ７番レール

Newly established tie‐plate (type F) Set

チョック増設 個

Increase brace Job

Rail No.7

７番レール Rail No.7 並まくらぎ交換 本

Replacement of regular tie Job

並

並

８番レール Rail No.8 ８番レール Rail No.8

鉄まくらぎ交換 本

Replacement of steel tie Job F型タイプレート新設 組

Newly established tie‐plate (type F) Set

８番レール Rail No.8 並まくらぎ交換 本

Replacement of regular tie Job

チョック増設 個

Increase brace Job

鉄まくらぎ交換 本

Replacement of steel tie Job F型タイプレート新設 組

Newly established tie‐plate (type F) Set

チョック増設 個

Increase brace Job

1 83 4 72 5 6 109 11 1813 14 1712 15 16 2019 21 2823 24 2722 25 26 3029 31 3833 34 3732 35 36 39 40

1 83 4 72 5 6 109 11 1813 14 1712 15 16 2019 21 2823 24 2722 25 26 3029 31 3833 34 3732 35 36 39

1 83 4 72 5 6 109 11 1813 14 1712 15 16 2019 21 2823 24 2722 25 26 3029 31 3833 34 3732 35 36 39

Replacement of regular tie Newly established tie‐plate (type F)

Replacement of steel tie (Type A) Increase brace

Remove brace Replacement of steel tie (Type B) 57鉄B

組

Newly established tie‐plate (type F) Set チョックてっ去 Newly established tie‐plate (type F) Set並 鉄まくらぎ交換（線ばねB）

チョック増設

Increase brace Job Increase brace Job 個

チョック増設 個

2横田基地方 Replacement of steel tie Job 並

鉄まくらぎ交換（線ばねA） チョック増設 Replacement of steel tie Job For Yokota base

鉄まくらぎ交換 本

鉄まくらぎ交換 本

F型タイプレート新設 組

鉄A F型タイプレート新設

合計 Total

並 並 並 並 鉄A

並まくらぎ交換 本

並まくらぎ交換 本 10並

並まくらぎ交換 Replacement of regular tie Job ↓ F型タイプレート新設 Replacement of regular tie Job並

鉄B 並 並 並 並

１１番レール Rail No.11

１１番レール Rail No.11 凡 例 Explanatory notes

チョック増設 個

Increase brace Job

並 並 並 並 並 並 並 並 並 並

鉄まくらぎ交換 本

Replacement of steel tie Job F型タイプレート新設 組

Newly established tie‐plate (type F) Set

１０番レール Rail No.10 並まくらぎ交換 本

Replacement of regular tie Job

並

１０番レール Rail No.10 １０番レール Rail No.10

チョック増設 個

Increase brace Job

並

鉄まくらぎ交換 本

Replacement of steel tie Job F型タイプレート新設 組

Newly established tie‐plate (type F) Set

９番レール Rail No.9 並まくらぎ交換 本

Replacement of regular tie Job

９番レール Rail No.9 ９番レール Rail No.9 1 83 4 72 5 6 109 11 1813 14 1712 15 16 2019 21 2823 24 2722 25 26 3029 31 3833 34 3732 35 36 39

1 83 4 72 5 6 109 11 1813 14 1712 15 16 2019 21 2823 24 2722 25 26 3029 31 3833 34 3732 35 36 39 40 41

1 83 4 72 5 6 9

APPENDIX H: WORK PICTURES

樹木伐採（横田6号RC～レールゲート間）

樹木伐採（0k900m付近 左側） Cutting of trees (Near 0k900m Left side)

Cutting of trees （Yokota No.6 R.C. ～ Rail gate）

拝島方 (For HAIJIMA)

Railroad crossing board repair (Yokota No.3 R.C)

踏切敷板補修（横田３号ＲＣ）

９２０

２０００

拝島方 (For Haijima)

横田基地方 (For Yokota base )