7243 search results for Pavement

D4 Public Hearing Report 2026 - Palm Beach

- PALM BEACH COUNTY PARK AIRPORT - AIRFIELD PAVEMENT MAINTENANCE & REHAB Type of Work: AVIATION, 454899-1 - NORTH PALM BEACH COUNTY AIRPORT - AIRPORT PAVEMENT REHABILITATION Type of Work: AVIATION, Total for Project 428400-2 $1,000,000 429250-6 - PALM BEACH COUNTY PAVEMENT MARKING AND SIGNING Type of Work: SIGNING/PAVEMENT MARKINGS Phase Fund Code 2026 2027 2028 2029 2030 Construction DDR $1,140,080 DIH $90,640 Total for Project 429250-6 $1,230,720 429250-7 - PALM BEACH COUNTY PAVEMENT

695-001IntReviewPkg

TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW 11. If crossing pavement joints see DETAIL "F" on Sheet, ' on Sheet 18) Edge of Pavement Paved Sidewalk Depth Varies ELEVATION 2" PVC Conduit 3'-0, of Travel Way Paved sidewalk 3 " Edge of Pavement Foundation Edge of Pavement 12" Leading, of Pavement Exit Window Foundation 1 ' - 0 " 2 ' - 6 " Exit Window Pavement Flexible, of Groove Soft-Setting Sealer Injected Loop Wires Sealant Loop Wires Double Width Cut Pavement

695-001IndReviewPkg

. If crossing pavement joints see DETAIL "F" on Sheet 18. 10. Avoid placing infrared sensors near heat, Detector Foundation Piezometer (See DETAIL 'E' on Sheet 18) Edge of Pavement Paved Sidewalk Depth, " offset distance See Plans for lateral Edge of Travel Way Paved sidewalk 3 " Edge of Pavement Foundation Edge of Pavement 12" Leading Edge to Leading Edge 2" PVC Conduit 9 / 1 0 / 2 0 2, Cable Terminal Panel Infrared Detector Edge of Pavement Exit Window Foundation 1 ' - 0 " 2

695-001FHWAReviewPkg

. If crossing pavement joints see DETAIL "F" on Sheet 18. 10. Avoid placing infrared sensors near heat, Detector Foundation Piezometer (See DETAIL 'E' on Sheet 18) Edge of Pavement Paved Sidewalk Depth, " offset distance See Plans for lateral Edge of Travel Way Paved sidewalk 3 " Edge of Pavement Foundation Edge of Pavement 12" Leading Edge to Leading Edge 2" PVC Conduit 9 / 1 0 / 2 0 2, Cable Terminal Panel Infrared Detector Edge of Pavement Exit Window Foundation 1 ' - 0 " 2

695-001FHWAApproved

. If crossing pavement joints see DETAIL "F" on Sheet 18. 10. Avoid placing infrared sensors near heat, Detector Foundation Piezometer (See DETAIL 'E' on Sheet 18) Edge of Pavement Paved Sidewalk Depth, " offset distance See Plans for lateral Edge of Travel Way Paved sidewalk 3 " Edge of Pavement Foundation Edge of Pavement 12" Leading Edge to Leading Edge 2" PVC Conduit 9 / 1 0 / 2 0 2, Cable Terminal Panel Infrared Detector Edge of Pavement Exit Window Foundation 1 ' - 0 " 2

2026FDMPart9NexGenPlans

related surfaces for automated machine guidance (AMG) milling and pavement operations are anticipated, number. • Cross Slopes (e.g., pavement, shoulder surfaces, sidewalks, bridge decks) - as a decimal, and Pavement Marking (3) Signalization (4) Intelligent Transportation Systems (ITS) (5) Lighting (6, for early identification of design constraints or problems. (6) Document off-site and pavement, and Pavement Marking Plans P C F Signalization Plans P C F Intelligent Transportation System (ITS

FDOT_QLOS_Handbook_V6.0_Clean_Aug 2025_Complete streets replaced with Context Based Solutions

, such as pavement type and condition, time of day, and weather. Driver conditions, such as fatigue, health, . This handbook assumes base conditions that include good weather, good visibility, good pavement conditions, and unimpaired drivers driving on dry pavement during daylight hours. Figure 1 provides, continuity, pavement conditions, grade, separation from vehicular travel lanes, physical barriers from, attributes that impact cyclist comfort include facility type and width, pavement conditions, grade

PMG PDF V9

PMG PDF V11

PMG PDF V12

PMG PDF V13

PMG PDF V13

PMG PDF V14

PMG PDF V14

521-001

Slot Option Pavement shown herein may be substituted with material for an alternate usage where, shown herein, relative to the barrier elevation. Maintain visually smooth and even pavement 2 1 ± 11. FINISH GRADE ELEVATION: At the barrier face location, the finish grade pavement has a vertical, (Typ.) Pavement Shoulder PLAN Barrier Sta. Median Begin/End 26 2 521-001 CONCRETE BARRIER, such that the barrier's concrete bottom remains embedded at least 1" below the lowered pavement surface

PublicHearing_HILLSBOROUGH COUNTY_Summary_2026-2030

HILLSBOROUGH COUNTY LINE TO HILLSBOROUGH COUNTY LINE Type of Work: SIGNING/PAVEMENT MARKINGS Phase, of Work: SIGNING/PAVEMENT MARKINGS Phase Funding Source 2026 2027 2028 2029 2030 Construction Federal, S OF RAYBURN ROAD TO N OF GOLDEN RULE LANE Type of Work: RIGID PAVEMENT RECONSTRUCTION Phase, 448934-1 - SR 60/ADAMO DRIVE FROM W OF N 34TH STREET TO E OF N 34TH ST Type of Work: RIGID PAVEMENT, 92/SR 600/HILLSBOROUGH AVE FR NORTH PARK PL TO E OF N CENTRAL AVE Type of Work: PAVEMENT ONLY

SS0050000

, and on the key sheets of roadway plans, signing, and pavement marking plans, and/or lighting plans, checking of subgrade, base, and pavement elevations in crossovers, intersections, and irregular shaped, added matches with the existing pavement. In tangent sections, set horizontal control points, foot intervals by locating and referencing the centerline of the existing pavement. Establish by an instrument survey, and mark on the surface of the finished pavement at 25 foot intervals

44893715201-PLANS-01-ROADWAY

- 14 SIGNATURE SHEET 2 - 4 KEY SHEET 1 SIGNALIZATION SIGNING AND PAVEMENT MARKING PLANS ROADWAY, & RESURFACING MILL EXISTING ASPHALT PAVEMENT (2 ¼" DEPTH) TYPE SP-12.5 STRUCTURAL COURSE (TRAFFIC E, MILL EXISTING ASPHALT PAVEMENT (3 ¼" DEPTH) TYPE SP-12.5 STRUCTURAL COURSE (TRAFFIC E)(2 ½")(PG, PAVEMENT (2 ¼" DEPTH) TYPE SP-12.5 STRUCTURAL COURSE (TRAFFIC B) (1 ½") (PG 76-22) FRICTION COURSE, TO ACTUAL EXISTING PAVEMENT WIDTH. A UNIFORM WIDTH BASE WIDENING STRIP MAY BE CONSTRUCTED

EEO OFFICER List

nrsmith@amiengr.com SURVEYING INC AIRSIDE PAVEMENT BRANY BERGER 2018/01/19 (386) 546-5002 brany@airsidepm.com

EEO Officer List

& NORMA RIVERA-SMITH 2007/12/03 2393324569 2393320706 nrsmith@amiengr.com SURVEYING INC AIRSIDE PAVEMENT