Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel.
Outfall sewer from the collection system to the wastewater treatment facilities;
Outfall sewers from the wastewater treatment facilities to the point of discharge or disposal, and related works;
Outfall. Improvements (Outfalls 2 & 3) (Lumpsum $18,010): As per the updated drainage report, outfalls 2 & 3 are proposed to be improved outside ROW for approximate distances of 400’ & 700’ respectively. The fee is based upon the following: Outfalls 2 & 3 Improvements:
Outfall. Grading Sheets (1 each) w/Prop Contours and Cross Sections (~4 Xsecs) 2 4 2 16 32 54 $ 7,710.00 6.3 Coordination 2 4 6 $ 1,750.00 SUBTOTAL 13 4 34 15 150 82 $ 66,885.00 TOTAL HOURS 4 34 15 150 82 TOTAL ESTIMATE $1,300 $9,350 $3,375 $26,250 $8,610 $ 66,885.00 TEDSI SUPPLEMENTAL WA #1 SCHEMATIC ENGINEERING ORIGINAL CONTRACT UPDATED CONTRACT TASK DESIGN FEE TASK DESIGN FEE DIFFERENCE IN DESIGN FEE/ SUPPLEMENTAL DESIGN FEE FC 102 - FEASIBILITY STUDIES - DATA COLLECTION $10,342.95 SAME AS ORIGINAL $10,342.95 $0.00 FC 102 - FEASIBILITY STUDIES - TRAFFIC & OPERATIONAL ANALYSIS $144,959.53 SAME AS ORIGINAL $144,959.53 $0.00 FC 162 - TRAFFIC SIGNAL WARRANT STUDIES $27,697.52 SAME AS ORIGINAL $27,697.52 $0.00 TOTAL $183,000.00 $183,000.00 $0.00 WA #2 PS&E ENGINEERING ORIGINAL CONTRACT UPDATED CONTRACT TASK DESIGN FEE TASK DESIGN FEE DIFFERENCE IN DESIGN FEE/ SUPPLEMENTAL DESIGN FEE FC 102 - FEASIBILITY STUDIES - DATA COLLECTION Xxxxxxxxx added $2,088.00 $2,088.00 FC 162 - TRAFFIC SIGNAL WARRANT STUDIES Xxxxxxxxx added $5,558.00 $5,558.00 FC 162 - TEMPORARY TRAFFIC SIGNAL DESIGN NONE $0.00 3 INTERSECTIONS $37,582.58 $37,582.58 FC 162 - PERMANENT TRAFFIC SIGNAL DESIGN 5 INTERSECTIONS $136,570.03 7 INTERSECTIONS $201,603.95 $65,033.92 FC 163- ILLUMINATION (CONTINUOUS LIGHTING) ALONG THE SEGMENT $77,762.50 TASK REMOVED $0.00 ‐$77,762.50 FC 165 - TRAFFIC MANAGEMENT SYSTEMS (PERMANENT) ALL ITS COMPONENTS $70,213.69 SAME AS ORIGINAL $70,213.69 $0.00 DIRECT EXPENSES $1,453.78 SAME AS ORIGINAL $1,453.78 $0.00 TOTAL $286,000.00 $318,500.00 $32,500.00 WA #3 CONSTRUCTION PHASE SERVICES ORIGINAL CONTRACT UPDATED CONTRACT TASK DESIGN FEE TASK DESIGN FEE DIFFERENCE IN DESIGN FEE FC 309 - CONSTRUCTION PHASE SERVICES $36,000.00 SAME AS ORIGINAL $36,000.00 $0.00 TOTAL $36,000.00 $36,000.00 $0.00 SHEET 1 OF 1 FM 521 South Project, Fort Bend County & Texas DOT Proj Number: CSJ : 0000-00-000 PM: Xxxxxxx Roku Date: 8/2/2021 Principal Project Manager Sr. Project Engineer Project Engineer CADD Technician Admin Assist. Sub-total Man-hours Subtotal (cost $) Billing Rate per Hour $189.75 $179.63 $131.56 $125.24 $84.76 $65.78 Task Description PHASE 3 - CONSTRUCTION PHASE SERVICES 1 Review and Respond to Submittals / RFI's / RFP's / etc 2 2 8 12 $ 1,161.60 PHASE 3 EXPENSES 2 Site Visit $ - 3 Postage / Courier $ - 4 Printing / Copies $ - SUBTOTAL PHASE 3 EXPENSES $ - TOTAL PHASE 3 CONSTRUCTION PHASE SERVICES 2 2 8 12 $ 1,161.60 EARTH ENGINEERING, INC. Geotechnical, Materials Testing & Environmen...
Outfall. A = 7.28 acres C = 0.90 Tc = 9.8 min Q10 = 5.0 cfs A = 3.27 acres C = 0.90
Outfall. (Optional) We understand a 48-inch diameter outfall with a depth less that 10-ft be constructed at Fulshear Creek Tributary #2. According to the client, the construction of this outfall may be considered additional service; therefore, it is considered optional. 00000 XX Xxxxxxx 00 N • Houston, Texas 77396 • Tel.: 000-000-0000 • Fax: 000-000-0000 Texas • Louisiana • New Mexico • Oklahoma Website: xxx.xxxxxxxxxx.xxx This proposal is divided into three sections. Each section will be discussed and estimated separately. These sections are as follows: o Desktop Geologic Fault Study. o Geotechnical Exploration Study for the pavement and drainage improvements. o Geotechnical Exploration Study for the Outfall (Optional). The scope of our work will be in general accordance with Fort Bend County Geotechnical Guidelines Draft, May 2021. We understand that the scope of our work will not include review of plans and specifications prior to the final design. DESKTOP GEOLOGIC FAULTING The project site is located in Fort Bend County, Texas. Geologic faults are scattered throughout Houston. In general, faults are caused by groundwater and oil removal from the underlying surface. Faults originate several thousand feet below the ground surface and can often cause displacement of the ground surface, causing broken pavement, water lines, and damage to residential and commercial structures. A Desktop Geologic Fault Study will be conducted. A desktop fault study will include a study of published data on surface faults in the area of the site from the Geotech Engineering and Testing Library. A report of our findings will be provided. GEOTECHNICAL STUDY
Outfall. The point where water flows from a man-made conduit, channel, or drain into a water body or other natural drainage feature. Retention Facility – A facility that is designed to retain water and allow for infiltration.
Outfall. 2 will be constructed on Parcel 3 and a portion of Parcel 6. It would consist of approximately 180 linear feet of a 78-inch-diameter reinforced concrete storm drain pipe, a vegetated overland release swale, a portion of the storm drain release structure landward of the Mean High Tide Line (MHTL) consisting of a concrete headwall and wing-walls that reinforces and supports the drain pipe, a heavy-duty cast iron tidal flap gate, two cast-in-place access vaults, and access road pavement. The tidal flap gate would only be opened by the force of the storm drain water entering the Bay and would prevent tidewater back-flowing into the storm drain pipe. A concrete splash pan would be installed below the storm drain pipe and MHTL extending into the Bay mud to prevent erosion.
