1871 search results for site manager

441699-1 - CR 713 PD&E Study from I-95 to CR 714 - Public Hearing Boards

Mobility Relocation Potential Site #2 Land Holding Tr u s t # 1 S i te #1 Hammock Creek Golf Club Site #3 7-Eleven Food Store #32251 Site #4 To t a l Tire of Palm City CR 713/SW High, in Martin County Financial Project ID Number: 441699-1-22-02 | ETDM Number: 14501 Project Manager Fl o rida Department of Transportation District 4 Consultant Project Manager Metric Engineering Inc

FDOT MPO Handbook

Coordination Site, and added hyperlink to the MPO Partner Site. (October 30, 2020) • Replaced

Truck Parking Implementation Study_Final_3-8-24

SS4600000

, provide the following information in the plan: 1.Name, address, and facility or site number, and available site locations for temporary support during erection. 460-3.5AccesstoFabricationFacilities:Provide the Engineer full access of facilities or site where the work is being stored, fabricated, to which the splice plate will be temporarily attached for shipping to the erection site. Make, the plate will be attached for shipment to the erection site. Place a corresponding mark

SS4600000

, provide the following information in the plan: 1.Name, address, and facility or site number, and available site locations for temporary support during erection. 460-3.5AccesstoFabricationFacilities:Provide the Engineer full access of facilities or site where the work is being stored, fabricated, to which the splice plate will be temporarily attached for shipping to the erection site. Make, the plate will be attached for shipment to the erection site. Place a corresponding mark

SS4600000

, provide the following information in the plan: 1.Name, address, and facility or site number, and available site locations for temporary support during erection. 460-3.5AccesstoFabricationFacilities:Provide the Engineer full access of facilities or site where the work is being stored, fabricated, to which the splice plate will be temporarily attached for shipping to the erection site. Make, the plate will be attached for shipment to the erection site. Place a corresponding mark on the girder

SS4600000

. As a minimum, provide the following information in the plan: 1.Name, address, and facility or site, , specificallybetweenthefabricationshopblockingdiagrams and available site locations for temporary support during erection. 460-3.5AccesstoFabricationFacilities:Provide the Engineer full access of facilities or site where the work is being, to which the splice plate will be temporarily attached for shipping to the erection site. Make, the plate will be attached for shipment to the erection site. Place a corresponding mark on the girder

SS4600000

. As a minimum, provide the following information in the plan: 1.Name, address, and facility or site, , specificallybetweenthefabricationshopblockingdiagrams and available site locations for temporary support during erection. 460-3.5AccesstoFabricationFacilities:Provide the Engineer full access of facilities or site where the work is being, to which the splice plate will be temporarily attached for shipping to the erection site. Make, the plate will be attached for shipment to the erection site. Place a corresponding mark on the girder

fdot-bdv30-977-30-rpt

 FLORIDA STATE UNIVERSITY Development of a Resilience Index for the Florida Surface Transportation System Final Report Project manager: Jennifer Z. Carver, AICP Office of Policy Planning 605 Suwannee Street Email address: Jennifer.carver@dot.state.fl.us Phone number: (850) 414-4820 Prepared by: Juyeong Choi Yassir AbdelRazig Dennis Smith Billie Ventimiglia Navid Nickdoost Mohammad Javad Shooshtari Ashton Hess Karina Amalbert April 2022 BDV30-977-30 ii DISCLAIMER

BDV30 977-30_Resilience_Index

 FLORIDA STATE UNIVERSITY Development of a Resilience Index for the Florida Surface Transportation System Final Report Project manager: Jennifer Z. Carver, AICP Office of Policy Planning 605 Suwannee Street Email address: Jennifer.carver@dot.state.fl.us Phone number: (850) 414-4820 Prepared by: Juyeong Choi Yassir AbdelRazig Dennis Smith Billie Ventimiglia Navid Nickdoost Mohammad Javad Shooshtari Ashton Hess Karina Amalbert April 2022 BDV30-977-30 ii DISCLAIMER

Underwater Noise Level Study During Impact Pile Driving (completed by University of North Florida)

985-03 Submitted To: Project Manager, Katasha Cornwell Florida Department of Transportation, ......................................................................................11 2.1.3 Site Information, site-specific data and hypothetical data were analyzed to get a better understanding of the effects, with a watercraft. Once at the site, investigators located the pile bent that would be driven that day, from the construction site either after pile driving was completed or between pile drives. 2.1.3 Site

Project Development Engineering Report

4.1.1.9.2 Off-Site Areas............................................................... 4-11 4.1.1.9.3, Patterns ........................................................ 10-7 10.3.2 Off-Site Areas, Existing Project Intersections from Martin Power Plant Rd. to End Project .. 4-6 4-5 O f f - Site Drainage, A. Memorandum of Understanding B. Relocation Plan C. Soil Site Survey D. Existing Conditions, acre site. A “U-Pick” business is in operation and it appears that a modular structure with add

Freshwater Mussel PA Update_Jan2024_ForPosting

Manager, Environmental Review and Consultations (Robert Carey) USFWS,Panama City, FL (Mark Cantrell, or proposed mussel CH units which represent the species current range. As an alternative, site-specific, site downstream into mussel habitat. Forman et al. (2002) indicated that roads, bridges, . Additional erosion control measures (e.g. double silt fence) will be used for soils that due to site, will be located in previously disturbed locations to prevent additional site disturbance. Acceptable

fdot-bed26-977-01-rpt

Administrative Contact: Stephanie Rodriguez-Makhlouf Manager, Sponsored Programs University of Central, , FL 32826 Email: Stephanie.R.Makhlouf@ucf.edu Phone: (407) 823-0263 Project Manager: Mariano, to estimate the predicted number of crashes at a site might not be the most ideal approach, in these corridors. Additional countermeasures for site-specific problems within these corridors could still

19-23 Transportation Master Plan Adoption

and /or scrivener 's errors which do not affect the intent may be authorized by the City Manager or his/ her, Alfred Prepared by: Kittelson & Associates, Inc. Project Manager: Stephanie Shealey, PE, PTOE, PTP, . Lake Alfred encourages development techniques such as on- site traffic control, limitation, of site plan approval. The ULDC further identifies streets as a primary street or side street

D5-12-03-24BSN

abandoned unless timely renewed. Interested parties can visit our Internet web site at https, this site for any changing information prior to submitting their bid. All addenda will be acknowledged, SUBSURFACE DOCUMENTATION- PROJECT LENGTH MI 26.524 0611- 2- 2 ITSFM LOCATION DOCUMENTATION- ITS SITE EA, : For this Contract, the Contractor or Contract Project Manager is required to have at least five (5) years

4500100.origind

Manager, or the QC inspectors under their direction, examine all precast prestressed concrete, all unidentified reinforcing steel or welded wire reinforcement received at the plant or job site, at the plant or job site. Provide t he manufacturer’s c e r t i f i e d mill analysis and three 5 foot, to 15,000 impulses per minute. Have at least one standby vibrator available on-site. Insert the vibrator

4500100.impl

of the operations before, during and after the placement of concrete. EnsurethePlant QC Manager, unidentified reinforcing steel or welded wire reinforcement received at the plant or job site. Provide t, p r e s t r e s s i n g steel received at the plant or job site. Provide t he manufacturer’s c e r, impulses per minute. Have at least one standby vibrator available on-site. Insert the vibrator

44787815201-Geotech Report_Mast Arms_Supplemental

Geotechnical Engineer Senior Engineer/Branch Manager This item has been electronically signed, The purposes of performing this exploration were to explore subsurface conditions at the site, exploration and engineering analysis, as well as provide the design soil parameters. SITE, in this report after performing on-site observations during the construction period and noting

Traffic Analysis Handbook_10.08.2025

Goals It is expected that the information contained in this handbook when used and adapted to site, traffic impact studies, the analyst should refer to the FDOT Transportation Site Impact Handbook, also be incorporated in the project scope by project managers. The analysis methodology is used, of the project. The methodology elements discussed in this chapter can also be used by project managers