9038 search results for f

7d Type 2 CE Public Hearing_Public Notice

language below: Access change, Section 106, Section 4(f)] Public participation is solicited without

2025.11.21_Phase IV ERC_GMD & Broadway RAB_Engineers Estimate_Utilities

ENGINEER'S ESTIMAT E F LORIDA DEPARTMENT OF TRANSPORTATION DISTRICT 1 FINANCIAL PROJECT ID # : Gulf

45373015201-TSP STANDALONE

 Page 1 of 3 TECHNICAL SPECIAL PROVISION FOR FLAP GATES (IN-LINE CHECK VALVES) FINANCIAL PROJECT ID: 453730-1-52-01 The official record of this Technical Special Provision has been electronically signed and sealed using a Digital Signature as required by Rule 61G 15-23.004, F . A.C. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Professional Engineer: Gary Nadeau, P. E. Date: 11/ 21 /2025 Fla

20250602_445652-1_SR 582_10290000

Condition G - Good F - Fair P - Poor CO - Crossover TL - Turn Lane ML - Mainline R1 - 1st Lane

DCS ACCESS REQUEST FORM-20250226dh

 D C S A C C E S S R E Q U E S T F O R M All completed applications must be emailed to CTD DCS Administrator REQUEST TYPE User’s Acceptance of Conditions I understand that every person is responsible for system security to the degree that his or her job requires the use of information and associated systems. All users are responsible for using information resources only for the purposes for which they are intended, to comply with all controls, established resource owners and custodians

E8W63Addenda001

 Florida Department of Transportation RON DESANTIS GOVERNOR Florida’s Turnpike Enterprise P.O. Box 613069, Ocoee, FL 34761 407-532-3999 JARED W. PERDUE, P.E. SECRETARY www.fdot.gov ADDENDUM NO. 1 DATE: F ebruary 27,2026 TO: PROPOSERS FROM: Richard M. Nethercote, Jr. District Contracts Administrator Florida’s Turnpike Enterprise SUBJECT: Contract No.: E8W63 Financial Project No(s).: 451366-1‐52‐01; 451366-2-52‐01 County: Hillsborough Project Name: RESURFACE SUNCOAST PARKWAY

fdot-bed33-977-03-rpt

f o cusing on algorithm refinement, reproducibility, and environmental effects to enhance, DOT F 1700.7 (8-72) Reproduction of completed page authorized v Acknowledgements We acknowledge, )..................................................................... 45 Figure 3.7 R L measurement of different samples (A-F) during static mode, , mean, COV , and standard deviation. Lanes include (A-B) RCL, (C-D) REL, (E-F) R1SL on Road ID, –D) L1SL, and (E–F) LEL on Road ID 26080000

9920000.FHWA

Re: StateSpecifications Office Section 992 Proposed S p e c i f i c a t i o n : 9 9 2 0 0 0 0 H i, r e o n f i l e D a n i e l S c h e e r , P . E . S t a t e S p e c i f i c a t i o ns E n g i n e, n c h l e n g t h o f 1 0 / 2 S O O W c a b l e w i t h a r e d male plug to match the red female, remains flexible over a temperature range of minus40°F to plus 190°F. Hardness of the molded rubber, not exceed a temperature rise of 54°F referenced to 73°F ambient temperature when operated at the maximum

9900000.FHWA

automatically when the motor driven generator fails to operate. (f) The starting batteries and back-up, to stand and operate or perform maintenance on the unit. (f) The trailer shall meet all equipment, in dry, wet, hot or cold weather (ambient temperature ranges from minus 30°F to 165ºF. Other, reduction. (f) For solar powered arrow boards the bulbs shall provide a 350 candle power, additional messages on site via the keyboard. (f) For a portable changeable message sign using

SS7860000

vehicle detector connected to the network. Provide s o f t w a r e l i c e n s e s a s r e q uired, to an ambient operating temperature range of -30 degrees (°) to 165° Fahrenheit (F) with a maximum, conditions Position t h e d e t e c t o r a n d c o n f i g u r e t h e d e t e c t i o n z o n e s s o t h a t a v e h i c l e i s d e t e c t e d w h e n 7 0 % o r m o r e o f t h e v e h i c l e w i d, for all periods discussed in Table 1 SA E M = S p e e d a c c u r a c y f o r e a r l y morning

536-001FHWAApproved

: 1 0 ( M a x . ) 1 : 1 0 ( M a x . ) 1 : 1 0 ( T o T y p i c a l F, Max. B B 2 ' - 6 " N o t e 3 ) ( S e e 1 : 1 0 ( T o T y p i c a l F, of Curb Curb Lip Back of Curb Barrier Rigid Type F Curb) (Front of Curb Lip Back of Curb Face, VIEW WITH 'SHOULDER GUTTER' TL-2 APPROACH TRANSITION CONNECTION - PLAN VIEW WITH 'TYPE F CURB, Max.) Type F Curb to Shoulder Gutter") (See Sheet 6, "Adjacent 2 ' - 6 " 2 ' - 0 " 3

Chapter 2 - Signs

(W14-3) supports Section 316.0875, F. S. MUTCD Section 2C.53 establishes standards for installing, law signs. 2.13.2 BACKGROUND The Florida Safety Belt Law (Section 316.614, F. S.), requires State, Guide Sign Program in Rule 14-51, F. A . C . To pic No. 750-000-005 Traffic Engineering Manual, ), F. S. FDOT installs the FLORIDA LITTER LAW signs (FTP-41-21 or FTP-40-21) on interstate off-ramps as required by Section 403.4131(2), F. S. Install these signs a minimum of 100 feet in advance

Meeting-Packet-07-24-24-Governing-Board

695-001IntReviewPkg

Monitoring Site - Paved Sidewalk Configuration Details 'A' thru 'F' Non-Intrusive Vehicle Sensor, ) white A J1 RECEPTACLE PINOUT Loop 1a (5a) black B C D Loop 2a (6a) green E F Loop 2b (6b, /white Gnd green A B C D E F G H J K L M P R S d U V W X Y Z a b T N P1, t r i p I n f r a r e d T e r m i n a l S t r i p P i e z o S e n, TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW 11. If crossing pavement joints see DETAIL "F" on Sheet

446296_I-75_DDI_Drainage_Report_PHIIR_JUL2024

Floodplain Map (Zone X) Appendix E – Base Clearance Analysis Appendix F – Cross Drain Analysis Appendix G

Pt2Ch20-073124_clean

in Chapters 62-730 and 62-780, Florida Administrative Code (F. A.C.) , respectively. The 1988

444634-1_SR72_PSR_Final

1A), as it is a protected recreational Section 4(f) resource. SR 72 (Clark Road) PD&E Study – Pond, Ratings Report Appendix E – BMPTrains Complete Report Appendix F – ELA Meeting Minutes Appendix G, existing Pond TL-A (Pond 1A Alternative). A summary of the meeting can be found in Appendix F. 6.2.1, ; and additional and improved parking areas. See Appendix F for an excerpt from the Sarasota County

2008_Harmonization of Texture and Skid-Resistance Measurements

Documentation Page Form DOT F 1700.7 (8-72) Reproduction of completed page authorized 1. Report, 3 1 0 R E F E R E N C E S, Sections FL/DOT/SMO/08-BDH-23 September 30, 2008 xi LIST OF FIGURES P a g e F I G U R E 1 I F I P a r a m e t e r s o f W e t F r i c t i o n ( F 6 0 ) a n d S p e e d C o n s t a n t ( S p, Tire Friction Number (FN 40S ) .... 24 FIGURE15 FR 60 vs. F 60 for the FDOT Locked-Wheel

521-001IntReviewPkg

& Barrier & B o t t o m ) ( F o o t i n g T o p 3 " C o v e r (See Note 3, Optional Long. Heel) (General 3 " C o v e r & B o t t o m ) ( F o o t i n, 7 " 4 1 7 6 " & B o t t o m ) ( F o o t i n g T o p 2'-3" 2" Cover 3, " & B o t t o m ) ( F o o t i n g T o p 2'-0" 3 ' - 8 " 2 ' - 0 " 3, : Within the Barrier Run Segment, either the 38" Height Median Barrier or the D R A F T 7 / 9

521-001IndReviewPkg

& Barrier & B o t t o m ) ( F o o t i n g T o p 3 " C o v e r (See Note 3, Optional Long. Heel) (General 3 " C o v e r & B o t t o m ) ( F o o t i n, 7 " 4 1 7 6 " & B o t t o m ) ( F o o t i n g T o p 2'-3" 2" Cover 3, " & B o t t o m ) ( F o o t i n g T o p 2'-0" 3 ' - 8 " 2 ' - 0 " 3, : Within the Barrier Run Segment, either the 38" Height Median Barrier or the D R A F T 7 / 9