Preliminary Engineering Report. 1P - Pre-Design Study Bi-Weekly 30 Minute Progress Meetings (6 Months) 9.0 9.0 18.0 $ 5,355.00 Bridlewood and Xxxxx Meadow.- Sight Triangle Evaluation (4 Approaches) 1.0 1.0 2.0 2.0 10.0 16.0 $ 2,322.60 ROW Exhibit 1.0 4.0 4.0 12.0 21.0 $ 2,856.80 Identify Existing Utilities and Create Utility Conflict Table 1.0 4.0 5.0 $ 912.00 Schematic Plan Sheets Layout of Roadway and Detention - Proposed Conditions Evaluation 2.0 2.0 4.0 4.0 4.0 8.0 12.0 24.0 60.0 $ 10,466.80 Draft PER Report 2.0 2.0 2.0 2.0 2.0 2.0 8.0 20.0 4.0 44.0 $ 7,208.40
Preliminary Engineering Report. T - Traffic T - Traffic Total $ 36,400.4 PTIONAL / ADDITIONAL SERVICES - PHASE 1 PRELIMINARY ENGINEERING REPORT COST $ 36,400.4 1 1 OTAL - PHASE 1 PRELIMINARY PRELIMINARY ENGINEERING REPORT COST 51,609.6 $ Re: “Fort Bend Mobility Project” City of Fulshear, Fort Bend County, Texas. (WJN 53431) Surveying Services Service Price Stake Xxxxx Street R.O.W. $1195.00 Notes:
Preliminary Engineering Report. The Engineer shall prepare an engineering summary report to summarize the design criteria, traffic analysis, preliminary cost estimate and basis of estimate, construction sequence description, and utility conflict issues. Deliverables for the Preliminary Engineering Report will include: • Refined project description • Preliminary analysis of project challenges and opportunities • Preliminary schedule for project development • Identification of utility relocations and which of them are in conflict with the project • Refined cost estimate (including estimate for city driven utility relocations and future engineering costs) • Preliminary roll plot depicting horizontal and vertical alignment
Preliminary Engineering Report. This task includes defining and clarifying Owner’s requirements for the Project, including design objectives and constraints, space, capacity, and performance requirements, flexibility and expandability: Utilizing the wastewater treatment facility recommendations from the 2018 Wastewater System Master Plan, review the recommendations and design parameters with the Town. Consult with and analyze requirements of governmental authorities having jurisdiction to approve the portions of the Project to be designed or specified by Barge. Conduct preliminary project meeting with Tennessee Department of Environmental and Conservation (TDEC) staff as required by state regulations. Prepare a preliminary engineering report (PER) detailing the upgrades recommended. The report will, as appropriate, contain schematic layouts, sketches, and conceptual design criteria with appropriate exhibits to indicate the agreed to requirements, considerations involved, and Engineer’s recommended solution(s). The PER will conform to TDEC requirements. Conduct review meeting with Town staff to review PER and obtain any feedback from the Town on the elements of the project. Submit final PER to Town (PDF format and two hard copies). Submit final PER to TDEC for regulatory agency review.
Preliminary Engineering Report. (“PER”).
2.4.1 The Professional shall prepare a PER that describes the scope of the Project for final design, 30% preliminary design plans, right of way (“ROW”) requirements, easement requirements, permitting, constructability, OPCC, and an estimated construction schedule for the overall Project. The PER shall include Project implementation, phasing, and packaging for all portions of the Project. In accordance with Table 1 located in the Time of Completion section, the Professional shall submit a draft PER for NBU’s Project Manager’s review and comment, as well as a final PER incorporating all NBU comments.
Preliminary Engineering Report. Terra Associates, Inc. will prepare a Preliminary Engineering Report. Xxxx X00: Specifically, we will do the following: Traffic Signal Design. Terra Associates, Inc. will prepare a preliminary and final set of civil engineering construction plans for the Traffic Signal Modification Design of SH 6 at US 90A. The Traffic Signal Modification Design will be designed according to the Fort Bend County Engineering Department design standards and guidelines. Xxxx X00: Specifically, we will do the following: Signing and Striping. Layouts for Pavement Markings and Signage at the intersection of SH 6 and US 90A will be provided. Xxxx X00: Specifically, we will do the following: Traffic Control Plans. A Traffic Control Plan (TCP) will be designed for the construction of the traffic signal modifications at the intersection of SH 6 and US 90A. Xxxx X00: Specifically, we will do the following: Bidding Phase and Construction Phase Services. We will assist Client in the advertisement of the Project for bid, prepare bid items for the formal Contract Documents, attend prebid and preconstruction conferences (if requested). Xxxx X00: Specifically, we will do the following: Survey. Our sub-consultant will acquire a topographic survey. Xxxx X00: Specifically: Additional Xxxx X00: Additional Xxxx X00:
Preliminary Engineering Report. The Professional shall prepare a PER that includes 30% design plans and describes the scope of the Project for final design, right- of-way requirements, easement requirements, permitting, constructability, OPCC, and schedule. The PER shall include Project implementation, phasing, and packaging for all portions of the Project. The Professional shall submit a draft PER for NBU review and comment as well as a final PER incorporating all NBU comments. The final PER shall be submitted within 30 days of receiving final NBU comments.
Preliminary Engineering Report. (“PER”). The Professional shall prepare a PER that includes alignment recommendation, flushing locations, service relocations, PZ boundary, and describes the scope of the Project for final design, easement requirements, permitting, constructability, OPCC, and schedule. The PER shall include Project implementation, phasing, and packaging for all portions of the Project. The Professional shall submit a draft PER for NBU review and comment as well as a final PER incorporating all NBU comments. The final PER shall be submitted to NBU within 30 days of receiving final NBU comments.
2.4.1. The PER shall include the following outline of sheets:
2.4.1.1. cover page;
2.4.1.2. Project overview and intent;
2.4.1.3. existing water system conditions;
2.4.1.4. Alignment 1:
2.4.1.4.1. evaluation of route;
2.4.1.4.2. PZ impacts and water service relocations; and
2.4.1.4.3. valve closures and flushing locations.
2.4.1.5. Alignment 2:
2.4.1.5.1. evaluation of route;
2.4.1.5.2. PZ impacts and water service relocations; and
2.4.1.5.3. valve closures and flushing locations.
2.4.1.6. Alignment 3:
2.4.1.6.1. evaluation of route;
2.4.1.6.2. PZ impacts and water service relocations; and
2.4.1.6.3. valve closures and flushing locations.
2.4.1.7. comparison of alignments and recommendation;
2.4.1.8. Appendix A: Alignment A;
2.4.1.9. Appendix A1: Alignment A OPCC;
2.4.1.10. Appendix B: Alignment B;
2.4.1.11. Appendix B1: Alignment B OPCC;
2.4.1.12. Appendix C: Alignment C; and
2.4.1.13. Appendix C1: Alignment C OPCC.
Preliminary Engineering Report. 1. The following items will be evaluated and included in the Preliminary Engineering Report:
a. Shutdown and Sequencing Narrative
b. Preliminary Drainage Calculations
c. Preliminary site plan and pump station layout.
d. Yard Piping – sizing for initial as well as future capacity.
e. Pumps – Split case pump selection, and associated building layout.
f. Demand assumptions (as dictated by Conceptual Analysis)
g. Proposed Ground Storage Tank sizing and type (as dictated by Conceptual Analysis)
h. Pump control valves – including sizing, type of valves and additional characteristics.
i. Control Narrative – operational narrative of the pumps for normal, low flow and peak operations.
j. Accommodation for future Chlorine Disinfection within new pump station building.
k. SCADA System – RTU on-site, and connection to existing SCADA system.
l. Pump motor control center and starter options (VFD’s and/or soft starters).
m. Electrical service options.
n. Electrical Gearing Requirements (VFD’s and/or soft starters).
o. Generator – evaluate generator size and enclosure requirements.
p. City architectural requirements and City design preferences.
q. Geotechnical and structural requirements.
r. Site lighting requirements.
s. Building lighting requirements.
t. Structural considerations for all on-site buildings and above ground structures.
u. Building ventilation and HVAC requirements.
v. Building plumbing requirements (including potential restroom layout and exterior wastewater connection).
w. Building insulation requirements.
x. Noise Control requirements.
y. City landscaping requirements.
z. Site security requirements.
aa. City storm drainage detention requirements.
Preliminary Engineering Report. 20 CONSULTANT shall prepare a Draft and Final Preliminary Engineering Report conforming to the requirements 21 of the Caltrans PDPM and District 8 guidelines. The report will include as attachments the following: 35% Plans, 22 Preliminary Stage Construction exhibit, Final Operations Report, Preliminary Hydrology/Drainage Report, 23 Advance Planning Studies, Preliminary Geotechnical Report, Advisory and Mandatory Fact Sheets, and 24 Engineer's Estimate.
