Daikichi-Nitta Disaster Prevention Base Facility Construction (Phase III)

Daikichi-Nitta Disaster Prevention Base Facility Construction (Phase III)
Implementation Design Drawings Daikichi-Nitta Disaster Prevention Base Implementation Design Work Reiwa 5 Fiscal Year Ki-i No. 2 Reiwa 6 March Dainichi Consultant Inc. Wanouchi Town (Phase III) Daikichi-Nitta Disaster Prevention Base Implementation Design Work Reiwa 5 Fiscal Year Ki-i No. 2 [Drawing List] (Phase III) Scale Number Drawing Name A-01 - Exterior Drawing [Exterior Work] Special Specifications Manual / Design Overview / Nearby View Map [Exterior Work] [Exterior Work] [Exterior Work] [Exterior Work] [Exterior Work] 3rd phase 1 3rd phase 2 3rd phase 3 3rd phase 4 3rd phase 5 1:700 1:700 Exterior Detail Drawing - 1 Exterior Detail Drawing - 2 Exterior Drawing Drainage and Ancillary Plan 1:20-30 1:700 Existing Map 1:10, 20, 30, 40, Vertical Snow Load: d = { } (cm) Chapter Item Special Notes 1 Chapter General Common Items - Regulations on Snowfall Ground Roughness Category: - I, II, III, IV 4. Other Matters - Numbers in each item column (e.g., 1.4 XXX) refer to the numbers in the Standard Specifications (excluding chapter numbers) - Numbers in each item column (e.g., 1.* XXX) are items not applicable to the Standard Specifications (excluding chapter numbers) - Applicability of Technicians: - Applicable, Not Applicable Material and Equipment Storage Area: - As shown, According to Site Explanation Manual, By Meeting Discussion Material and Equipment Storage Area: - As shown, According to Site Explanation Manual, By Meeting Discussion Temporary Storage Area for Excavated Soil: - As shown, According to Site Explanation Manual, By Meeting Discussion Other Construction Conditions: - As shown, According to Site Explanation Manual, By Meeting Discussion Constraints on Construction Sequence, etc.: - None, Exists [ - According to Site Explanation Manual, As shown, By JV Meeting Discussion ] Standard Wind Velocity: - Vo = { } (m/s) Notification No. 1454 of the Ministry of Land, Infrastructure, Transport and Tourism, 2000 2341.1 Wind Pressure According to the Building Standards Act 1.2 Electrical Safety Technician 1.3 Construction Conditions Category: - Type A, Type B, Type C, Type D, Excavated Soil From Site Chapter Item Special Notes Chapter Item Special Notes 2 Chapter Temporary Construction, etc. Prevention of Hazards - Prevention of hazards from falling objects and flying objects from the construction site shall be taken by the following measures or equivalent:
- When removing existing drainage ditches, pipes, sumps, etc., temporary drainage facilities shall be installed so as not to impede drainage.
- Others; - Washing Device (High-pressure washer level) - Washing Pit (Approx. 3m width x 5m length x 20cm thickness concrete floor, with water supply and drainage facilities) - Protective Netting - Protective Sheet - Protective Shelf - Soundproof Sheet - Soundproof Panel 3 Chapter Earthwork 3.3 Removal of Shoring - Designated Disposal Site ( - According to Site Explanation Manual, Proper disposal by removal from site, Stockpiling at designated site within premises, Spreading at designated site within premises - Backfill Material (Good quality without mixture of sand, gravel, etc., compacted with water tamping and equipment) - Transport to other sites ( ) - Removal, Retention - 2.5 Falling and Flying Objects 2.6 Washing Facilities 2.7 Temporary Drainage 3.1 Backfilling and Embankment 3.2 Disposal of Excavated Soil 2 Chapter Temporary Construction, etc. Need for Installation: - Necessary, Not Necessary ◎ Scale of Supervisor's Office ◎ Equipment and Supplies in Supervisor's Office Usable Existing Facilities within Premises: - Cannot be used, Can be used [ - Paid, Free of Charge ] Usable Existing Facilities within Premises: - Cannot be used, Can be used [ - Paid, Free of Charge ] - Can be used except for power [ - Paid, Free of Charge ] - Dedicated telephone, Shared FAX, Air conditioning, Desk, Chair, Bookshelf, Inspection tools, Others; Gate (with lock): - Painted galvanized steel corrugated sheets; H=1.8m, t=0.19mm - Guard fence; H=1.8m - Type A barricade; H=0.8m Preservation Materials: - Necessary, Not Necessary As-Built Drawings: - Necessary, Not Necessary Type: * Table 1.7.1 - General Drawings, Full Set of Implementation Design Drawings, CAD Data Construction Plan: - Approved by the Supervisor, Content: * Table 1.7.1 - All Design Drawings, As shown Submission Method: - A3 manuscript folded in half and bound, A3 original drawing (drawn by CAD) Construction Drawings: - Various (Submission content to be discussed on site), ( ) units (including meeting room ( ) m2), By Meeting Discussion Type: - Formed steel plate for temporary enclosure; H=3.0m, t=1.2mm - According to Proposal Type - Sheet Gate, Panel Gate, Accordion Gate, According to Meeting Discussion Shape: - W3.6m x H4.5m, According to Meeting Discussion 2.1 Installation of Supervisor's Office 2.2 Construction Water 2.3 Construction Power 2.4 Temporary Enclosure Number of Copies to Submit: * A3 Size 2 copies NOTE JOB TITLE DRAWING TITLE DATESCALE DRAWN CHECKED DRAWING NO (70% reduction when outputting A3) 2024.03 - A.S40 Snowfall Category: - Zone = (24) / α = 0.0005 / β = -0.06 / γ = 0.28 / R = 40 Notification No. 1455 of the Ministry of Land, Infrastructure, Transport and Tourism, 2000 Appendix A-01 Others: - Structural Calculation Report, Inspection Certificate, etc., Construction Report (with photos) Design Overview (Overall) Wooden Reinforced Concrete Wood Warehouse Other Construction Name Construction Location Area City Planning Area Land Use District Fire Prevention District Lot Area Area Table Structure Floor Area Ratio Building Coverage Ratio Building Area Total Floor Area Main Use Fire Resistance Rating Main Foundation Roof 340.40 sqm 291.44 sqm Other Steel Structure Reinforced Concrete Wood Structure Steel Structure Reinforced Concrete Wood Warehouse 182.18 sqm Flood Control Warehouse [Building A] Flood Control Warehouse [Building B] 182.18 sqm Large Tent 520.00 sqm 520.00 sqm Warehouse Other Reinforced Concrete Total No Fire Prevention Designation Unspecified (White Zone Type III) Within City Planning Area 31,279.45 sqm Nearby View Map Construction Overview Flood Control Activity Base Facility Separate Work N - Exterior Work (Complete Set) 1) Asphalt Paving Work 2) Gravel Paving Work 3) Drainage Work (Side ditches, drainage inlets, covers, etc.) 4) Curb Work (Base-supported sidewalk blocks, boundary blocks, etc.) - Work Outside Premises Backfill Material: - Type A, * Type B, Type C, Type D Subgrade Material: - Sand Subgrade [ - River Sand, Mountain Sand, Crushed Sand ] Subgrade Material: - Gravel Subgrade [ - Recycled Crusher Run, Crushed Gravel, Crushed Gravel ] Embankment Soil and Other Construction Methods: - As shown, Joint Method: - As shown, 3. Construction ◎ Centrifugal Reinforced Concrete Pipe ◎ Rigid PVC Pipe Base Thickness: - As shown, Base Type: - As shown, Base Thickness: - As shown, Base Type: - As shown, 4. Street Ditches, Curbs, and Side Ditches Curb Shape/Dimensions: - As shown, L-shaped Side Ditch Shape/Dimensions: - As shown, U-shaped Side Ditch Shape/Dimensions: - As shown, U-shaped Side Ditch Cover Shape/Dimensions: - As shown, Pipe Diameter: - As shown, Material Type: - Centrifugal Reinforced Concrete Pipe, Rigid PVC Pipe [ - VP, VU ] - Recycled Rigid PVC 3-layer Pipe (RS-VU) - Rigid PVC Pipe for Drainage Joints (DV) - Rigid PVC Pipe Joints for Outdoor Drainage Facilities (VU Joints) - Chapter Drainage Work Side Ditch (Shape/Dimensions): - As shown, ◎ Manhole Covers ◎ Side Ditch Gratings - Concrete Precast Inlets; 300x300 Drainage Inlets (Shape/Dimensions): - As shown, Site-cast Square Type; 600x600 Material: - As shown, Cast Iron Gratings, Steel Gratings, Stainless Steel Gratings, Concrete, Cast Iron, Type: - As shown, Manhole Covers, Floor Decorative Manhole Covers, Grating Covers, Type: - As shown, Water Seal Type, Simple Sealed Type, Sealed Type, Applicable Load: - As shown, Pedestrian, T-2, T-6, T-14, T-20, T-25 Main Bar Pitch, etc.: - As shown, Normal Mesh, Fine Mesh / Plain, Fine Mesh / Non-slip Applicable Load: - As shown, Pedestrian, T-2, T-6, T-14, T-20, T-25 Main Bar Pitch, etc.: - As shown, Normal Mesh, Fine Mesh / Plain, Fine Mesh / Non-slip Material: - As shown, Steel, Stainless Steel, Subgrade Material: - Gravel Subgrade [ - Recycled Crusher Run, Crushed Gravel, Crushed Gravel ] Subgrade Material: - Sand Subgrade [ - River Sand, Mountain Sand, Crushed Sand ] Gravel Subgrade Thickness: * 100mm, As shown, Sand Subgrade Thickness: * 100mm, As shown, 21.1 Drainage Pipes 21.2 Side Ditches, Drainage Inlets, etc. 21.3 Other Materials 21.4 Scope of Application 21.5 Construction Method 21.6 Materials 21.7 Construction 21 Roadbed Stabilization Additives: - Ordinary Portland Cement, Blast Furnace Cement Type B, Fly Ash Cement Blocking Layer Material: - Good quality sand (less than 10% passing 75μm sieve), As shown, - Hydrated Lime [ - Special Grade, Grade 1 ], Quicklime [ - Special Grade, Grade 1 ] Roadbed Soil CBR Test: - Not performed, Performed Embankment Type: - Type A, Type B, Type C, Type D, Embankment Specification of Immediately Preceding Construction Work Frost Heave Prevention Layer Applicability: - Not Applicable, Applicable And Finish Blocking Layer Applicability: - Not Applicable, Applicable Permeable Pavement Filter Layer Applicability: - Not Applicable, Applicable Thickness: - Roadway mm, Sidewalk mm Thickness: - Roadway mm, Sidewalk mm Thickness: - Roadway mm, Sidewalk mm 2. Roadbed Method: - Treatment with additives, As shown, Chapter Paving Work Roadbed Stabilization Applicability: - Not Applicable, Applicable 22 22.1 Roadbed Composition 22.2 Materials 22.3 Tests 22 Chapter Paving Work Surface Layer: - Dense-graded asphalt mixture [ - 13, 13F ], Fine-graded asphalt mixture [ - 13, 13F ] Hot-applied Joint Sealant: * Low-elasticity type, High-elasticity type Use of Early Strength Cement for Cold Weather Paving: - Use, Do not use Paved Concrete: - Coarse Aggregate Maximum Size: - 20mm, 25mm, Slump: - 5cm, * 8cm, 12cm, Design Strength (Sidewalk): * 18N/mm2, 21N/mm2, Hot-applied Joint Sealant: * Low-elasticity type, High-elasticity type Use of Early Strength Cement for Cold Weather Paving: - Use, Do not use Coarse Aggregate Maximum Size: - 20mm, 25mm, 40mm, Slump: - 5cm, * 8cm, 12cm, Design Strength (Roadway): * 24N/mm2, 27N/mm2, ◎ Sidewalk Concrete 5. Concrete Paving ◎ Roadway Concrete Edge Drop Dimensions in Cold Regions: - As shown, Paving Composition and Thickness: - As shown, * According to Standard Specifications Table 22.5.1, Paving Composition and Thickness: - As shown, Sidewalk Base Thickness: - As shown, Asphalt Mixture Extraction Test: - Perform, Do not perform Seal Coat Applicability: - Not Applicable, Applicable Base Layer: - Coarse-graded asphalt mixture (20), Hot asphalt mixture, etc. Type: - Crusher Run Steel Slag, - Recycled Material [ - Crusher Run, Graded Crushed Stone ] Base Layer Material: - Crushed Stone [ - Crusher Run, Graded Crushed Stone ] 4. Asphalt Paving 3. Base Layer Paving Flatness: - As shown, * According to Standard Specifications Table 22.4.2, Roadway Base Layer Applicability: - Not Applicable, Applicable Base Layer Compaction Test: - Perform, Do not perform Roadway Base Thickness: - As shown, And Finish And Finish And Finish Joint Type and Spacing: - As shown, * According to Standard Specifications Table 22.5.4, Joint Structure: - As shown, * According to Standard Specifications Figure 22.5.1, Concrete Slab Thickness Test (Core Sampling): - Perform, Do not perform Paved Concrete Construction Method: - As shown, Paving Flatness: - As shown, * According to Standard Specifications Table 22.4.1, Paving Thickness: - Roadway [ - 50mm, ], Sidewalk [ - 30mm, ] Asphalt Type (Sidewalk): - As shown, * Straight Asphalt, Polymer Modified Asphalt Type II, Asphalt Type (Roadway): - As shown, * Polymer Modified Asphalt Type I 7. Permeable Asphalt Paving And Finish And Finish And Finish - Hot Dense-graded Asphalt Mixture 8. Drainage Asphalt Paving Paving Composition and Thickness: - According to Table Below, As shown Location Paving Type/Thickness Remarks / Drainage Asphalt Mixture - 40, 50, 40, 50 - Hot Asphalt Mixture - 40, 50 Asphalt Type: - As shown, * Polymer Modified Asphalt Type II Type (Passageway): * Type A, Type B Type (Around Building): - Type A, * Type B 10. Gravel Paving Surface Layer Base Layer Paving Finish Flatness: - As shown, * According to Standard Specifications, Paving Stone Type/Dimensions: * Grade 2, Concrete Paver Type/Dimensions: * N300, Concrete Paver Joint Material: * Sand, Mortar Paving Stone Base Layer: * Concrete Paving, Asphalt Paving Geotextile Applicability: - Not Applicable, Applicable; 9. Block Paving 23 Chapter Planting and Rooftop Greening Work Seed Spraying Type/Amount: * According to Standard Specifications - Turfgrass ( g/m2) Ground Cover Tree Species/Sprout Count/Container Diameter/Container Count: - As shown, 4. Sodding, Seed Spraying, and Ground Cover Sod Type: * Korean Lawn Grass, Zoysia Grass Sodding Method (Flat Ground): * Joint Laying, Solid Laying Sodding Method (Slope): - Joint Laying, * Solid Laying 22.4 Base Layer Composition 22.5 Materials 22.6 Tests 22.7 Paving Composition 22.8 Mix Design 22.9 Construction Method 22.10 Tests 22.11 Paving Composition 22.12 Materials 22.13 Construction 22.14 Tests 22.15 Paving Composition 22.16 Materials 22.17 Paving Composition 22.18 Materials 22.19 Paving Composition 22.20 Materials 22.21 Materials 23.1 Materials 23.2 Sodding Method 1. This special specifications manual applies to the building-related work in this project.
3. Special notes marked with a ・ shall apply. However, if there is no mark ・, the item marked with a ※ shall be adopted. If both ・ and ※ are marked, both shall apply.
3. Matters not described in this special specifications manual shall be in accordance with the following.
2. If a ・ is placed in the item column and no ・ is placed in the special notes column, the Standard Specifications shall apply.
Special Specifications Manual - Public Building Construction Standard Specifications (Building Construction Edition) Reiwa 4 Edition, supervised by the Director-General of the Housing Bureau, Ministry of Land, Infrastructure, Transport and Tourism - Latest Edition of Common Specifications for Park and Greenery Construction, supervised by the Director of Urban Parks and Greenery Division, Ministry of Land, Infrastructure, Transport and Tourism - Latest Edition of Standard Design Drawings for Landscaping Facilities, supervised by the Urban Development Public Corporation - All building materials other than temporary materials (finishing materials, backing materials, auxiliary materials) shall be F☆☆☆☆ in principle, provided that the formaldehyde emission amount is specified in material standards such as JIS. However, if F☆☆☆☆ does not exist for the material to be used, it shall be decided in consultation with the supervisor. The concentration of chemical substances shall be measured as follows and reported to confirm that it is below the guideline values set by the Ministry of Health, Labour and Welfare.