Final Design and Construction Documents. The Consultant shall address comments from the City and permitting agencies on the 60% design and prepare final design plans, technical specifications and engineers cost estimate. The Consultant shall provide 90% level design plans and technical specifications for the City’s review and approval. The Consultant shall address comments from the City and permitting agencies on the 90% design and prepare final design plans, technical specifications and engineers cost estimate. The final detailed project plans, and technical specifications shall be sufficient for construction bidding purposes and shall reflect all regulatory requirements. Project Specifications shall be prepared using the WSDOT Standard Specifications format. Consultant shall prepare all technical specification sections. The City will provide the standard boilerplate bidding and contract documents and the general conditions (work hours, project duration, liquidated damages, truck routes, etc.). Project drawings shall be prepared using the standard 22” x 34” City drawing sheet size and layout. The civil engineering plan set shall include, but not be limited to, the following: • Title sheet and construction notes • Existing conditions topographic survey plan with construction control points clearly identified • Temporary Erosion and Sedimentation Control Plan with BMPs • Demolition plan (including provisions for protecting nearby existing structures, roadways and embankments, etc.) • Typical sections and construction details • Stormwater Pollution Prevention Plan • Construction schedule requirements • Contractor submittal requirements • Roadway and sidewalk reconstruction, as required • Site restoration plan Deliverables The Consultant shall provide one set of 90% and final project drawings and specifications and digital files of all documents to the City. The City will, at its own expense, reproduce enough copies of these documents for construction bidding purposes, as required.
Final Design and Construction Documents. Phase 2 shall include the preparation of detailed 20-scale construction plans and technical specifications for the renovated park improvements. Plans in the final construction set shall include title sheet, demolition plan, site and grading plan, utility plan, site electrical and lighting plan, hardscape and paving plan, furnishings and amenities plan, planting and irrigation plans, and all required detail sheets. Specifications shall include all necessary technical specification Divisions applicable to the scope of work. This phase shall also include generation of a probable cost of construction and the City plan check review and permit process for the park improvement plans.
Final Design and Construction Documents. Plans, details, and specifications will be prepared at the 60%, 90%, and 100% design stages. The ultimate deliverables will be the final design and construction documents.
Final Design and Construction Documents. 1. JVA will prepare plans and profiles for the entire length of the gravity sewer main extension with connections to the existing collection system, road crossings, utility crossings, and approximately 60 manholes. A consistent bury depth will be used and shown on the profiles.
Final Design and Construction Documents. Based on the direction discussed at the Geotechnical Analysis meeting, the final design of the slope stabilization will be completed. The construction documents will consist of plans and specifications. Task 5 – Permits and Regulatory Approvals
Final Design and Construction Documents. Provide design services, by a Professional Engineer registered in the State of Oregon, based on District’s Design and Construction Standards. District will assemble bid documents and advertise for bids. Consultant Shall:
Final Design and Construction Documents. Phase 2 will take the preliminary 30% design plans to 100% final completion, including a full set of specifications and bid documents. PHASE 3 Bidding and Negotiation Construction Staking Construction Administration and Observation Construction Site 4: Surface Area: 23 Acres Total Storage: 67 acre-ft Depth: 3.0 ft Q10 Inflow = 340 cfs Q10 Outflow = 78 cfs Outflow Pipe: Triple 30" Site 3: Surface Area: 7.8 Acres Total Storage: 22 acre-ft Depth: 3.0 ft Q10 Inflow = 155 cfs Q10 Outflow = 74 cfs Outflow Pipe: Triple 30" Site 1: Surface Area: 12.4 Acres Total Storage: 31 acre-ft Depth: 2.6 ft Q10 Inflow = 147 cfs Q10 Outflow = 45 cfs Outflow Pipe: Dual 30" Site 2: Surface Area: 7.8 Acres Total Storage: 26 acre-ft Depth: 3.5 ft Q10 Inflow = 82 cfs Q10 Outflow = 27 cfs Outflow Pipe: Single 24" Discharge to Army Ditch Storm Existing Proposed 10-Yr 88 cfs 78 cfs 50-Yr 135 cfs 102 cfs 100-Yr 171 cfs 117 cfs PC-2 12 ft Bottom (4:1) Q10 Prop = 228 cfs Slope = 0.00075 ft/ft 4.2 ' 12' Capacity = 281 cfs (at 4.2 ft max depth) Normal Depth = 3.8 ft PC-3 8 ft Bottom (4:1) Q10 Prop = 101 cfs Slope = 0.00147 ft/ft 5.0' 8' Capacity = 480 cfs (at 5.0 ft max depth) Normal Depth = 2.54 ft PC-4 6 ft Bottom (4:1) Q10 Prop = 50 cfs Slope = 0.00105 ft/ft 3.0' 6' Capacity = 114 cfs (at 3.0 ft max depth) Normal Depth = 2.0 ft PC-5 6 ft Bottom (4:1) Q10 Prop = 155 cfs Slope = 0.00177 ft/ft 3.5' 6' Capacity = 211 cfs (at 3.5 ft max depth) Normal Depth = 1.7 ft PC-6 8 ft Bottom (4:1) Q10 Prop = 81 cfs Slope = 0.00085 ft/ft 2.5' 8' Capacity = 80 cfs (at 2.5 max depth) Normal Depth = 2.4 ft Created By: PH Date: 1/31/2017 Revised:
Final Design and Construction Documents. 1. Following completion of the Preliminary Design Documents, the Consultant will make necessary revisions, and upon Client authorization, commence with preparation of Final Design and Construction Documents. As result, this will produce fully completed signed and sealed Drawings and Technical Specifications for the Client’s use for procurement of public construction bids. Further, the Consultant will:
Final Design and Construction Documents. 1. JVA will prepare plans and profiles for the entire length of the force main and gravity sewer with connections to the existing collection system, location of air/vac valves at highpoints, manholes and cleanouts. A consistent bury depth will be used and shown on the profiles.
Final Design and Construction Documents
