Recent Documents
These page shows the most recent 30 documents loaded. Click a row to view the details.
Newest Documents
| Name | Date | Organization | Area | Summary | |
|---|---|---|---|---|---|
| BA-109 - Concrete Barrier (Full Section).dgn | 04/21/2026 | Transportation | Standard Road Plans | Place barrier markers at 100 foot increments in areas with non-continuous lighting, or 250 foot increments in areas with continuous lighting. For fre... |  |
| BA-115 - 34" to 44" Concrete Barrier Transition Section (Full Section).dgn | 04/21/2026 | Transportation | Standard Road Plans | Possible Contract Item: Concrete Barrier, BA-115 or Concrete Barrier, BA-115 and Footing Possible Tabulation: 108-18B Where abutting sections are plac... | |
| PV-401 - Parallel Deceleration Taper for 16' Ramp (60 MPH Design Speed).dgn | 04/21/2026 | Transportation | Standard Road Plans | XXX-XX REVISION REVISIONS: ROAD DESIGN DETAIL X NEW XX-XX-XX SHEET 1 of 1. Spacing along Ramp Tranverse Joints Perpendicular to Ramp Baseline 'CD' Jo... | |
| 100-38 - Emergency Pull-Off | 04/21/2026 | Transportation | Road Design Details | Line No. Roadway Identification Direction of Travel Location Mile Post | |
| PV-405 - Parallel Acceleration Taper for 24' Ramp (60 MPH Design Speed).dgn | 04/21/2026 | Transportation | Standard Road Plans | XXX-XX REVISION REVISIONS: ROAD DESIGN DETAIL X NEW XX-XX-XX SHEET 1 of 1. minimum or equal to mainline shoulder width. Construct transverse joints ... | |
| 112-11 - Fog Seal | 04/21/2026 | Transportation | Road Design Details | Line No. Begin Milepost End Milepost FOG SEAL Side Station | |
| PV-404 - Parallel Deceleration Taper for 24' Ramp (60 MPH Design Speed).dgn | 04/21/2026 | Transportation | Standard Road Plans | XXX-XX REVISION REVISIONS: ROAD DESIGN DETAIL X NEW XX-XX-XX SHEET 1 of 1. For header construction detail at the end of taper See Typical 7101 or Typ... | |
| PV-402 - Parallel Acceleration Taper for 16' Ramp (60 MPH Design Speed).dgn | 04/21/2026 | Transportation | Standard Road Plans | XXX-XX REVISION REVISIONS: ROAD DESIGN DETAIL X NEW XX-XX-XX SHEET 1 of 1. minimum or equal to mainline shoulder width. Construct subbase for ramp e... | |
| 8255 - Pier Protection 54" Concrete Barrier (Half Section) | 04/21/2026 | Transportation | Road Design Details | Increase these dimensions by one inch for every inch of paved shoulder thickness greater than 9 inches. Possible Contract Item: Reinforced Paved Shou... | |
| TC-405 Emergency Pull-Off.dgn | 04/21/2026 | Transportation | Standard Road Plans | Direction of Traffic LEGEND PULL OFF WITH TBR Possible Shoulder | |
| PV-403 - Parallel Acceleration Taper for 18' Exit Loop (60 MPH Design Speed).dgn | 04/21/2026 | Transportation | Standard Road Plans | XXX-XX REVISION REVISIONS: ROAD DESIGN DETAIL X NEW XX-XX-XX SHEET 1 of 1. minimum or equal to mainline shoulder width. NOTE: The algebraic differen... | |
| PV-403 - Parallel Deceleration Taper for 18' Exit Loop (60 MPH Design Speed) | 04/21/2026 | Transportation | Standard Road Plans | Shoulder Width beyond Edge of Mainline Pavement. DESIGNER INFORMATION C Edge of Pavement Mainline Shoulder. Construct Loop exit pavement the same th... | |
| PV-401 - Parallel Deceleration Taper for 16' Ramp (60 MPH Design Speed) | 04/21/2026 | Transportation | Standard Road Plans | Note: The algebraic difference between the profile grade for ramp base line at M and realtive profile grade of mainline at C is 0.20% PROFILE. End Ta... | |
| BA-109 - Concrete Barrier (Full Section) | 04/21/2026 | Transportation | Standard Road Plans | For free-standing barrier with integral footings, use 17 foot maximum, 15 foot minimum joint spacing. Use 1 inch diameter deformed dowel bars of suff... | |
| PV-402 - Parallel Acceleration Taper for 16' Ramp (60 MPH Design Speed) | 04/21/2026 | Transportation | Standard Road Plans | TABLE OF SHOULDER TRANSITION LENGTHS WITH 6' SHOULDER ON RAMP. Shoulder Width beyond Edge of Mainline Pavement. NOTE: The algebraic difference betwe... | |
| 113-10A - Sidewalk Compliance Values | 04/21/2026 | Transportation | Road Design Details | VALUES USED TO DETERMINE DESIGNED SLOPES. | |
| PV-404 - Parallel Deceleration Taper for 24' Ramp (60 MPH Design Speed) | 04/21/2026 | Transportation | Standard Road Plans | (12' wide) Refer to plans for length of deceleration lane. Li ne ' B' 1 Li ne ' C' 2 M Note: The algebraic difference between the profile grade for r... | |
| PV-405 - Parallel Acceleration Taper for 24' Ramp (60 MPH Design Speed) | 04/21/2026 | Transportation | Standard Road Plans | (24' wide) Refer to plans for length of acceleration lane. NOTE: The algebraic difference between ramp profile grade at point F and relative profile ... | |
| TC-405 Emergency Pull-Off | 04/21/2026 | Transportation | Standard Road Plans | LEGEND Direction of Traffic Post Mounted Delineator. | |
| BA-115 - 34" to 44" Concrete Barrier Transition Section (Full Section) | 04/21/2026 | Transportation | Standard Road Plans | Use 1 inch diameter deformed dowel bars of sufficient length to ensure 6 inch minimum embedment in barrier and supporting surface. Install dowels eit... | |
| 2024-0196 and 2024-0197 Antoinette Thompson NOH SOC.pdf | 10/24/2025 | Inspections, Appeals, and Licensing, Department of | Board of Pharmacy | COMES NOW the Iowa Board of Pharmacy (“Board”) and files this Notice of Hearing. Pleadings shall be filed with the Board and copies should be provide... | |
| Moss, Da'Trevion NOI to Deny.pdf | 10/22/2025 | Inspections, Appeals, and Licensing, Department of | Iowa Board of Social Work | Da'Trevion Moss Notice of Intent to Deny License Page 1 of 3 BEFORE THE IOWA BOARD OF BEHAVIORAL HEALTH PROFESSIONALS. Da’Trevion Moss (APPLICANT) cr... | |
| BA-250 - Steel Beam Guardrail Installation at Concrete Barrier or Bridge Rail End Section (MASH TL-3).dgn | 10/21/2025 | Transportation | Standard Road Plans | For general guardrail details, see BA-200. See BA-202 for connections to concrete barriers and bridge rail end sections. For 12.5 feet longitudinall... | |
| 113-10 - Sidewalk Compliance - Data should be imported into Design Tabulations for final use | 10/21/2025 | Transportation | Road Design Details | Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tabulation 113-01 for bid quantities. | |
| BA-251 - Steel Beam Guardrail Installation at Side Object (Two-Way Protection).dgn | 10/21/2025 | Transportation | Standard Road Plans | For general guardrail details, see BA-200. When design speed is less than 55mph 10:1 flare may be used. For 12.5 feet longitudinally the offset will... | |
| BA-250 - Steel Beam Guardrail Installation at Concrete Barrier or Bridge Rail End Section (MASH TL-3) | 10/21/2025 | Transportation | Standard Road Plans | or St eelBeam Guardrai lFl aredEndTermi nal f orCabl eConnect i on. V (M ar u i a l t b i pl e l eF ol f a6 re ' -3") VF. NEAREST TRAFFIC Rail Eleme... | |
| BA-252 - Steel Beam Guardrail Installation at Side Object (One-Way Protection).dgn | 10/21/2025 | Transportation | Standard Road Plans | For general guardrail details, see BA-200. When design speed is less than 55mph 10:1 flare may be used. For 12.5 feet longitudinally the offset will... | |
| BA-251 - Steel Beam Guardrail Installation at Side Object (Two-Way Protection) | 10/21/2025 | Transportation | Standard Road Plans | P Sa t e yel l eB ng et a hmf oG r: uardrai l (vari es). Install delineators and object markers according to SI-211. For general guardrail details, ... | |
| DR-502 Slotted Drain for Median Crossovers.dgn | 10/21/2025 | Transportation | Standard Road Plans | During construction of crossover pavement, cover slotted drain with duct tape or wood block. Refer to ASTM A 709 grade 36 for grate material. LONGIT... | |
| BA-252 - Steel Beam Guardrail Installation at Side Object (One-Way Protection) | 10/21/2025 | Transportation | Standard Road Plans | Vari abl e Fl are (Mul t i pl eof6. LOCATION STATION AT POST P Sa t e yel l eB ng et a hmf oG r: uardrai l (vari es). For general guardrail details,... | |