} SURVEY SR 429 STANDARD CLEARING & GRUBBING LIMITS OF FRICTION COURSE 8" 8" 8" 8" 12' VARIES 24'-36' VARIES VARIES * 4' SHLDR. PAVT.
|
|
- Leo Long
- 5 years ago
- Views:
Transcription
1 } SURVEY SR 429 { CONST. SR 429 (WEKIVA PKWY) R/W (15 MIN.) 0'-10.4' R/W (15 MIN.) STANDARD CLEARING & GRUBBING 24'-36' 24'-48' 94' BORDER (2-30.) (2-30.) 94' BORDER 10' 4' 10' NATURAL GROUND, MAX. CUT SLOPE DEPENDENT ON SOIL STABILITY & R/W CONSTRAINTS 3. 0'- 5 STABILIZATION FUTURE LANE 8' 6'- FUTURE WIDENING 1:10 GRADE POINT SINGLE FACE MISC. ASPHALT 1:10 6'- 8' STABILIZATION 0'-24' 5 FOR FILLS TO TO CZ & FOR FILLS TO 10' 2' 1:3 TO CZ & 1:3 FOR FILLS 10' TO 20' 1:3 (WITH AND 10' BENCH AT APPROX HALF THE HEIGHT OF FILL) FOR No. 1 SR 429 (WEKIVA PKWY) FILLS OVER 20' -AVOID 1:2 SLOPES EXCEPT WHERE IS NECESSARY WITH GROUND-IN RUMBLE STRIPS. GRADE POINT IS ATED AT THE THEORETICAL EOP OF THE FUTURE TRAVEL LANE. THE CROSS SLOPE OF THE FUTURE TRAVEL LANE IS THE SAME AS ADJACENT LANE ( ) STA (BK) / STA (AH) TO STA (BK) / STA (AH) 4-LANE URBAN EXPRESSWAY (1) THE AREA DISTURBED, 2' MIN. DS = 70 MPH SR 429 NEW CONSTRUCTION OPTIONAL BASE GROUP 10 TYPE SP STRUCTURAL (TRAFFIC D) (2 1/2") TYPE SP STRUCTURAL (TRAFFIC D) (1 1/2") (PG 76-22) (PMA) FRICTION FC-5 (3/) (PG 76-22) (PMA) TRAFFIC DATA ESTIMATED OPENING YEAR = 2020 AADT = 43,000 ESTIMATED DESIGN YEAR = 2040 AADT = 82,500 K = 9.00% D = 56.42% T = 10.52% (24 HOUR) DESIGN HOUR T = 7.72% DESIGN SPEED = 70 MPH SR 429 SHOULDER PAVEMENT TYPE SP STRUCTURAL (TRAFFIC D) (1 1/2") CERTIFICATE OF AUTHORIZATION : 24 P.E. : ROAD COUNTY FINANCIAL PROJECT ID 6 1:23:18 AM
2 EXIST. { CONST. & { SURVEY SR 417 EXIST. R/W (15 MIN.) R/W (15 MIN.) 24'-36' ' STANDARD CLEARING & GRUBBING EXIST. SHLDR PAVEMENT MILLING & RESURFACING EXIST. SHLDR PAVEMENT MILLING & RESURFACING WIDENING 94' BORDER 8' 0'- 0'-24' 6' EXISTING 4' EXCEPT FOR UNDER 1:3 CONTROL POINT STABILIZATION SHOULDER GUTTER 2" MISC. ASPHALT UNDER 2' 1:3 WITH GROUND-IN RUMBLE STRIPS. No. 2 SR 417 FOR FILLS TO TO CZ & FOR FILLS TO 10' TO CZ & 1:3 FOR FILLS 10' TO 20' 1:3 (WITH AND 10' BENCH AT APPROX HALF THE HEIGHT OF FILL) FOR FILLS OVER 20' -AVOID 1:2 SLOPES EXCEPT WHERE NECESSARY STA (BK) / STA (AH) TO STA MILLING AND RESURFACING 4-LANE URBAN EXPRESSWAY DS = 70 MPH MILL EXISTING ASPHALT PAVEMENT (2 1/) TYPE SP STRUCTURAL (TRAFFIC D) (1 1/2") (PG 76-22) FRICTION FC-5 (3/) (PG 76-22) SR 417 NEW CONSTRUCTION TRAFFIC DATA ESTIMATED OPENING YEAR = 2020 AADT = 43,000 ESTIMATED DESIGN YEAR = 2040 AADT = 82,500 K = 9.00% D = 56.42% T = 10.52% (24 HOUR) DESIGN HOUR T = 7.72% DESIGN SPEED = 70 MPH OPTIONAL BASE GROUP 10 TYPE SP STRUCTURAL (TRAFFIC D) (2 1/2") TYPE SP STRUCTURAL (TRAFFIC D) (1 1/2") (PG 76-22) FRICTION FC-5 (3/) (PG 76-22) SR 417 SHOULDER PAVEMENT TYPE SP STRUCTURAL (TRAFFIC D) (1 1/2") CERTIFICATE OF AUTHORIZATION : 24 P.E. : ROAD COUNTY FINANCIAL PROJECT ID 7 1:23:19 AM
3 } SURVEY SR 400 } CONST. WB SR 400 (I-4) { CONST. FUTURE EXPRESS LANES } CONST. EB SR 400 (I-4) R/W (150' MIN.) 0'-89' R/W (150' MIN.) } CD ROAD (OO1) STANDARD CLEARING AND GRUBBING 94' BORDER () 36' I-4 (WB) 36' - 48' GUL I-4 (EB) 36' - 48' GUL 94' BORDER () (1 MIN.) TRAFFIC RAILING 0'- 9' 10' SHLDR PGL 2' DEPTH AND WIDTH VARY SEE CROSS SECTION 11' 11' SHLDR PGL 1' '- (1 MIN.) TRAFFIC RAILING 10' () () RETAINING WALL SYS. () CONC. CAP AND GRANULAR FILL MEDIAN BARRIER WALL (4' MIN.) FULL DEPTH 24'EL (4' MIN.) FULL DEPTH 24' EL RETAINING WALL SYS. () 3' DEPTH AND WIDTH VARY SEE CROSS SECTIONS 10' 10' WITH GROUND IN RUMBLE STRIPS MEDIAN SHOULDERS TO BE SAME PAVEMENT AS ROADWAY MEDIAN BARRIER WALL FUTURE STABILIZATION (1) THE AREA DISTURBED, 2' MIN. CD ROAD (001) STA TO LANE URBAN CD ROAD DS = 55 MPH No. 3 SR 400 (INTERSTATE 4) WB: STA TO EB: STA TO LANE URBAN FREEWAY DS = 70 MPH SR 400 & CD ROAD NEW CONSTRUCTION OPTIONAL BASE GROUP 10 TYPE SP STRUCTURAL (TRAFFIC E) (2") (PG 76-22) TYPE SP STRUCTURAL (TRAFFIC E) (1 1/2") TYPE SP STRUCTURAL (TRAFFIC E) (1 1/2") (PG 76-22) FRICTION FC-5 (3/) (PG 76-22) TRAFFIC DATA ESTIMATED OPENING YEAR = 2020 AADT = 159,000 ESTIMATED DESIGN YEAR = 2040 AADT = 207,000 K = 9.00% D = 54.30% T = 9.00% (24 HOUR) DESIGN HOUR T = 7.72% DESIGN SPEED = 70 MPH SR 400 & CD ROAD SHOULDER PAVEMENT OPTIONAL BASE GROUP 6 TYPE SP STRUCTURAL (TRAFFIC E) (1 1/2") CERTIFICATE OF AUTHORIZATION : 24 P.E. : ROAD COUNTY FINANCIAL PROJECT ID 8 1:23:19 AM
4 } RAMP STANDARD CLEARING AND GRUBBING FRICTION SELECTIVE CLEARING AND GRUBBING 10' STD. C & G R/W (94' ) (( + 10') MIN.) 4 6' 6' 2' 4' 1 GRADE POINT 6' () 6' () 3. RAMPS: "OO3" (STA TO ) "OO (STA TO ) "HH1" (STA TO ) "HH2" (STA TO ) "LL1" (STA TO ) "LL2" (STA TO ) "LL3" (STA TO ) "MM1" (STA TO ) "MM1" (STA TO ) FOR FILLS TO TO CZ & FOR FILLS TO 10' STABILIZATION "MM2" (STA TO ) "NN2" (STA TO ) TO CZ & 1:3 FOR FILLS 10' TO 20' 1:3 (WITH AND 10' BENCH AT APPROX HALF THE HEIGHT OF FILL) FOR FILLS OVER 20' -AVOID 1:2 SLOPES EXCEPT WHERE NECESSARY "GG" (STA TO ) "RR" (STA TO ) SINGLE LANE RAMP DS = MPH (1) THE AREA DISTURBED, 2' MIN. CONC. BARRIER & RETAINING WALL SYSTEM NEW CONSTRUCTION OPTIONAL BASE GROUP 11 TYPE SP STRUCTURAL (TRAFFIC C) (3") FRICTION FC-5 (3/) (PG 76-22) SHOULDER PAVEMENT TYPE SP STRUCTURAL (TRAFFIC C) (1 1/2") CERTIFICATE OF AUTHORIZATION : 24 P.E. : ROAD COUNTY FINANCIAL PROJECT ID 9 1:23:20 AM
5 } RAMP STANDARD CLEARING AND GRUBBING FRICTION SELECTIVE CLEARING AND GRUBBING 10' STD. C & G R/W (94' ) 8' 24' (( + 10') MIN.) 4' 10' GRADE POINT FOR FILLS TO TO CZ & FOR FILLS TO 10' TO CZ & 1:3 FOR FILLS 10' TO 20' 1:3 (WITH AND 10' BENCH AT APPROX HALF THE HEIGHT OF FILL) FOR FILLS OVER 20' -AVOID 1:2 SLOPES EXCEPT WHERE NECESSARY 10' () STABILIZATION () 3. 5 RAMPS: "MM1" (STA TO ) "MM3" (STA TO ) "NN1" (STA TO ) "OO2" (STA TO ) "CR 46A" (STA TO ) (1) THE AREA DISTURBED, 2' MIN. CONC. BARRIER & RETAINING WALL SYSTEM TWO LANE RAMP DS = MPH NEW CONSTRUCTION OPTIONAL BASE GROUP 11 TYPE SP STRUCTURAL (TRAFFIC C) (3") FRICTION FC-5 (3/) (PG 76-22) SHOULDER PAVEMENT TYPE SP STRUCTURAL (TRAFFIC C) (1 1/2") CERTIFICATE OF AUTHORIZATION : 24 P.E. : ROAD COUNTY FINANCIAL PROJECT ID 10 1:23:20 AM
6 { CONST. SR 429 (WEKIVA PKWY) R/W (15 MIN.) R/W (15 MIN.) 101' BORDER 192' (MAXIMUM SPAN) 101' BORDER TOLL EQUIPMENT BUILDING CONCRETE BARRIER WALL FUTURE LANE GRADE POINT FUTURE LANE CONCRETE BARRIER WALL FUTURE WIDENING 1:10 1:10 NATURAL GROUND STABILIZATION SINGLE FACE STABILIZATION 2' 1:3 MSE WALL MAINTENANCE PULL OFF AREA No. 6 SR 429 (WEKIVA PKWY) GANTRY ATION STA TO STA FOR FILLS TO TO CZ & FOR FILLS TO 10' TO CZ & 1:3 FOR FILLS 10' TO 20' 1:3 (WITH AND 10' BENCH AT APPROX HALF THE HEIGHT OF FILL) FOR FILLS OVER 20' -AVOID 1:2 SLOPES EXCEPT WHERE IS NECESSARY 4-LANE URBAN EXPRESSWAY DS = 70 MPH WITH GROUND-IN RUMBLE STRIPS. (1) THE AREA DISTURBED, 2' MIN. SR 429 NEW CONSTRUCTION (MAINLINE AND SHOULDER) OPTIONAL BASE GROUP 11 (7") ( 12.5) TYPE SP STRUCTURAL (TRAFFIC D) (2") (PG 76-22) TYPE SP STRUCTURAL (TRAFFIC D) (2") (PG 76-22) FRICTION FC-12.5 (1 1/2") (PG 76-22) CERTIFICATE OF AUTHORIZATION : 24 P.E. : ROAD COUNTY FINANCIAL PROJECT ID 11 1:23:21 AM
7 EXIST. R/W LINE { CONSTRUCTION EXIST. R/W LINE R/W (75 MIN.) R/W (75 MIN.) 4' MILLING & RESURFACING 28' 32'-44' WIDENING (0'-) MILLING & RESURFACING 28' WIDENING (0'-) 4' 2' LEVEL 6' CONTROL POINT CONTROL POINT NATURAL GROUND NATURAL GROUND CURB & GUTTER TYPE E STABILIZATION ( THICK) No. 7 INTERNATIONAL PARKWAY STA TO STA LANE URBAN ROAD DS = 45 MPH CURB & GUTTER TYPE F CONCRETE SIDEWALK 1:2 OR TO SUIT PROPERTY OWNER, NOT FLATTER THAN (1) IF LIMITS OF CONSTRUCTION EXCEED RIGHT OF WAY A PROPERTY AGREEMENT IS REQUIRED. WIDENING OPTIONAL BASE GROUP 9 TYPE SP STRUCTURAL (TRAFFIC C) (2") FRICTION FC-12.5 (TRAFFIC C) (1 1/2") (PG 76-22) MILLING AND RESURFACING MILLING EXISTING ASPHALT PAVEMENT (1 1/2") FRICTION FC-12.5 (TRAFFIC C) (1 1/2") (PG 76-22) CERTIFICATE OF AUTHORIZATION : 24 P.E. : ROAD COUNTY FINANCIAL PROJECT ID 12 1:23:22 AM
8 R/W (62. MIN.) R/W LINE LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION STANDARD CLEARING AND GRUBBING { CONST. METZ AVE. 10' 10' GRADE POINT 2' MIN. 3' 2' MIN. 2. STABILIZATION (1) THE AREA DISTURBED, 2' MIN. DEPTH AND WIDTH VARY SEE CROSS SECTIONS 8 METZ AVE. STA TO STA LANE RURAL ROAD DS = 25 MPH NEW CONSTRUCTION OPTIONAL BASE GROUP 9 TYPE SP STRUCTURAL (TRAFFIC C) (2") FRICTION FC-12.5 (TRAFFIC C) (1 1/2") (PG 76-22) SHOULDER PAVEMENT TYPE SP STRUCTURAL (TRAFFIC C) (1 1/2") CERTIFICATE OF AUTHORIZATION : 24 P.E. : ROAD COUNTY FINANCIAL PROJECT ID 13 1:23:29 AM
PAVEMENT DESIGN MEMORANDUM
PAVEMENT DESIGN MEMORANDUM FOR SR 70 (15TH STREET EAST) ROUNDABOUT MANATEE COUNTY FINAL SUBMITTAL FPID 435090-1-52-01 PREPARED FOR: FLORIDA DEPT. OF TRANSPORTATION DISTRICT 1 FEBRUARY 16, 2018 PREPARED
More informationPlan Preparation Guide. Chapter 2. Typical Sections - Pavement Design
Plan Preparation Guide Chapter 2 Typical Sections - Pavement Design Section Description Page 1 Typical Sections 2-1 2 Secondary ( C projects) Typical Sections 2-3 3 Base Course 2-4 4 Full Depth Asphalt
More informationTRANSPORTATION HEAVY HIGHWAY ADOT I-10 WIDENING (PINAL AIR PARK TO PICACHO PEAK TRAFFIC INTERCHANGE) RED ROCK, ARIZONA
HEAVY HIGHWAY ADOT I-10 WIDENING (PINAL AIR PARK TO PICACHO PEAK TRAFFIC INTERCHANGE) RED ROCK, ARIZONA 2008/09 $52.0 M 85% SELF-PERFORMED Widen 12 miles of Interstate 10 to six lanes including the reconstruction
More informationCHAPTER 3 SCOPE SUMMARY
CHAPTER 3 SCOPE SUMMARY GENERAL The SDDOT is an active member of AASHTO to share common national design standards for the state highway system. The AASHTO Task Force on Geometric Design has completed the
More informationB HOT MIX, HOT LAID ASPHALTIC CONCRETE OPSS 313
B 313-1 OPSS 313 313-1.1 GENERAL HL,, Mixture, and/or Mix, is hot mixed, hot laid asphaltic concrete, used for pavement construction and other uses. 1. HL 1 This dense graded surface course mix is used
More informationDesign of rural and urban roads contributes a lot towards safety of users. Identify some low-cost
COST EFFECTIVE DESIGNS TO IMPROVE HIGHWAY SAFETY Author: Brent T Allman, E.I.T. Construction Engineering Arizona State University Responding to the following Topic: Design of rural and urban roads contributes
More informationMISCELLANEOUS PAVING PROJECTS & SIGNAL INSTALLATION
TAMPA-HILLSBOROUGH COUNTY EXPRESSWAY AUTHORITY LETTER OF CLARIFICATION NO. 1 REQUESTS FOR PROPOSALS FOR MISCELLANEOUS PAVING PROJECTS & SIGNAL INSTALLATION RFQ No. O-01616 THEA Page 1 of 6 LETTER OF CLARIFICATON
More informationLIST OF STANDARD DRAWINGS H2-2 - SERIES 2: Grading
LIST OF STANDARD DRAWINGS H- - SERIES : Grading 00.0 Undivided Highway - Earth Grading Sections Earth Grading - Undivided Rural Earth/Shale Grading - Undivided Rural 9 04 7 00.00 Earth/Shale Grading -
More informationODOT District Roadway General Notes R401: LINEAR GRADING R402: ITEM RESHAPING UNDER GUARDRAIL R403: CURB RAMPS / DETECTABLE WARNINGS
R401: LINEAR GRADING R402: ITEM 209 - RESHAPING UNDER GUARDRAIL R403: CURB RAMPS / DETECTABLE WARNINGS R404: DELETED R405: BARRIER REFLECTORS R406: PAVEMENT MARKING LANE WIDTHS R407: TYPE A ANCHOR ASSEMBLY
More informationTURNPIKE PLANS PREPARATION AND PRACTICES HANDBOOK (TPPPH) VOLUME 1
TURNPIKE PLANS PREPARATION AND PRACTICES HANDBOOK (TPPPH) VOLUME 1 FLORIDA S TURNPIKE ENTERPRISE PRODUCTION DESIGN DEPARTMENT OCOEE, FL June 2016 January 3, 2017 Addendum #2 The following are changes,
More informationEngineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 (SR 35) Sumter County, Florida
Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 (SR 35) Sumter County, Florida November 7, 2014 SUBMITTED BY: Dewberry Bowyer-Singleton 520 South
More information36 JASPER THPMAS ROAD CRAWFORDVILLE, FL.
N ARRAN RD. N US 319 CRAWFORDVILLE HWY SR 61 SHADEVILLE RD. WAKULLA HARVEY MILL ROAD US 319 PREBLE-RISH INC CIVIL SURVEYING SITE PLANNING 36 JASPER THPMAS ROAD CRAWFORDVILLE, FL. 32327 GENERAL NOTES: 1.
More informationCHESSIE BIKE-PED TRAIL - PHASE I TRUESDELL AVENUE TO KIAWANIS TELEDYNE PARK
------ TRAFFIC DATA A.A.D.T. (2010) A.A.D.T. (ED 2022) D.H.V. (2022) DIRECTIONAL DISTRIBUTION TRUCKS N/A N/A N/A N/A N/A CHESSIE BIKE-PED TRAIL - PHASE I TRUESDELL AVENUE TO KIAWANIS TELEDYNE PARK DES.
More informationDial or (800)
GENERAL NOTES 2 EROSION CONTROL ITEMS TO BE PLACED AS SHOWN ON THE PLAN OR AS DIRECTED BY THE ENGINEER. NO TREES (AND/OR SHRUBS) ARE TO BE REMOVED WITHOUT THE APPROVAL OF THE ENGINEER. 2 EXCAVATION FOR
More informationLOCATION AND DESIGN DIVISION
VIRGINIA DEPARTMENT OF TRANSPORTATION LOCATION AND DESIGN DIVISION INSTRUCTIONAL AND INFORMATIONAL MEMORANDUM GENERAL SUBJECT: Design Exceptions / Waivers SPECIFIC SUBJECT: Design Exception Request Form
More informationSection 13. Guidelines for the Design of Ground Mounted Sign Supports
Section 13 BDC11MR-04 13.1 Introduction Highway signs fall into two main categories, which are subdivided as follows: 1. Overhead Signs a. Sign Bridge Structures (GO) b. Sign Cantilever Structures (GO)
More informationAir Quality Analysis Technical Memorandum
Air Quality Analysis Technical Memorandum Segment 2: State Road 400 (SR 400) / Interstate 4 (I-4) from West of SR 528 (Beachline Expressway) to West of SR 435 (Kirkman Road) Orange County (75280), Florida
More informationPavement Type Selection Report
Pavement Type Selection Report Segment 2: SR 528 (Beachline Expressway) to SR 435 (Kirkman Road) - Orange County, Florida April 18, 2014 HNTB Corporation 610 Crescent Executive Court Suite 400 Lake Mary,
More information2311 Egg Harbor Road Susan Shin-Angulo Lindenwold, NJ Freeholder Liaison Phone Fax
Jackson Rd (CR 534) Reconstruction Project Between NJSH RT #73 (MP 12.67) To Atco Ave. (MP 14.92) Townships of Berlin & Waterford County of Camden, New Jersey Bi-Weekly Progress Report Monday 4/23/18 thru
More informationBlack Creek Bridge Replacement FPN # USGS Topographic Quadrangle Map Clay County, Florida
LEGEND Approximate Limits of Construction - 10.33 acres ± Northern Extent Lat: 29 56' 51.37" N (29.947603 dd) Long: 81 53' 51.49" W (-81.897636 dd) Southern Extent Lat: 29 56' 14.81" N (29.937447 dd) Long:
More informationIMPROVING I 81 IN MARYLAND
IMPROVING I 81 IN MARYLAND April 25, 2017 Stephen A. Bucy, P.E. Improving I 81 in Maryland Overview: Facts SHA s Comprehensive I 81 Strategy Current Phase 1 Widening Project Update Closing Improving I
More informationI 75 PD&E STUDIES TABLE OF CONTENTS DTTM, TECHNICAL REPORT No. 2 TABLE OF CONTENTS
TABLE OF CONTENTS DTTM, TECHNICAL REPORT No. 2 TABLE OF CONTENTS SECTION PAGE NO. SECTION TITLE NO. EXECUTIVE SUMMARY -------------------------------------------------------------------- ES-1 1.0 INTRODUCTION
More informationConstruction Cost Estimation Preparation Manual for Preliminary Design (English Units)
10/16/2014 Construction Cost Estimation Preparation Manual for Preliminary Design (English Units) July 2002 Prepared by Construction Cost Estimating Unit Program Support Services 10/16/2014 Table of Contents
More informationValue Engineering For Transportation Improvements. I-4 from 1 Mile East of State Road 434 to Volusia County Line
Value Engineering For Transportation Improvements Interstate 4 from 1 Mile East of State Road 434 to Volusia County Line Value Engineering Study Draft Report FM Number: 242592-4 Fed. Aid Project: Project
More informationAGENDA AGENDA. Route 15/29 SBL Bridge Superstructure Replacement & Widening. NOVA District. Bridge Views SCOPE. Existing Structure.
Route 15/29 SBL Bridge Superstructure Replacement & Widening Existing Structure Scope Accelerated Procedure Staging (Superstructure) Preparatory Work (Substructure) NOVA District Questions EXISTING STRUCTURE
More informationValue Engineering For Transportation Improvements. Interstate 4 from East of State Road 15/600 (US 17/92) to ½ Mile East of State Road 472
Value Engineering For Transportation Improvements Interstate 4 from East of State Road 15/600 (US 17/92) to ½ Mile East of State Road 472 Value Engineering Study Draft Report FM Number: 408464-2 Fed. Aid
More informationConstruction Cost Estimation Preparation Manual (Metric Units)
07/25/2001 Construction Cost Estimation Preparation Manual (Metric Units) July 2001 Prepared by Cost Estimating Unit Program Support Services 07/25/2001 Table of Contents Section Page 1.0 Introduction
More informationB STEEL BEAM GUIDE RAIL - OPSS 552
B552-2 - - OPSS 552 552-2.1 GENERAL Steel Beam Guide Rail (SBGR) is a semi-rigid barrier system which restrains and redirects vehicles by a combination of beam bending (W-shaped steel section), tension,
More informationB STEEL BEAM GUIDE RAIL - OPSS 721
B721-2 - - OPSS 721 721-2.1 GENERAL Steel Beam Guide Rail (SBGR) is a semi-rigid barrier system which restrains and redirects vehicles by a combination of beam bending (W-shaped steel section), tension,
More informationCONCRETE CURB AND GUTTER
USE APWA STD. PLAN 205 TYPE A. ADJUST DIMENSIONS FOR A 2% SLOPE. 6" 6" 1'-4" 3" NOTES: 1. FLATTEN GUTTERS AT ADA RAMP LOCATIONS. GUTTERSLOPES MAY BE REDUCED BETWEEN RAMPS AS WELL AS AT CURB RAMPS WHERE
More informationNOTE: 1) PRIOR TO BEGINNING WORK TRANSFER RIM ELEV. FROM MH K1 TO A TEMPORARY BENCH MARK FOR USE AS CONTROL DURING CONSTRUCTION. 2) CONTRACTOR TO INST
NOTE: 1) PRIOR TO BEGINNING WORK TRANSFER RIM ELEV. FROM MH K1 TO A TEMPORARY BENCH MARK FOR USE AS CONTROL DURING CONSTRUCTION. 2) CONTRACTOR TO INSTALL MANHOLE LIDS FLUSH WITH EXISTING GROUND SURFACE.
More information313-1 HOT MIX ASPHALT - OPSS.PROV 313
313-1 - OPSS.PROV 313 313-1.1 GENERAL Hot mix asphalt consists of several mix types, which are grouped into two categories: Stone Mastic Asphalt and Superpave as detailed below. The type of hot mix asphalt
More informationADOT Yuma District. Alvin Stump, P.E. ADOT Yuma District Engineer Rural Transportation Summit January 20, 2012
ADOT Yuma District Alvin Stump, P.E. ADOT Yuma District Engineer Rural Transportation Summit January 20, 2012 Active Construction Projects SR 95@ Bill Williams River NWR Rd CAP Intersection US 95, Castle
More informationEXISTING ROADWAY CONDITION ASSESSMENT REPORT (ERCAR) SAMPLE OUTLINE
EXISTING ROADWAY CONDITION ASSESSMENT REPORT (ERCAR) SAMPLE OUTLINE The Existing Roadway Condition Assessment Report (ERCAR) should include the evaluation of all elements against new construction criteria.
More informationWILL ROGERS TURNPIKE
INDEX OF SHEETS SHEET No. DESCRIPTION PAVEMENT REHABILITATION Mile 298.2 to 302.4, Length 4.11 Miles CONTRACT NO. WR-MC-113B OTTAWA COUNTY LOCATION MAP BEGIN PROJECT WR-MC-113B MILE NO. 298.2 PREPARED
More informationCITY OF ANN ARBOR, MICHIGAN Public Services Area/Project Management Unit 301 E. Huron Street P.O. Box 8647, Ann Arbor, Michigan 48107
CITY OF ANN ARBOR, MICHIGAN Public Services Area/Project Management Unit 301 E. Huron Street P.O. Box 8647, Ann Arbor, Michigan 48107 Web: www.a2gov.org Printed on recycled paper May 17, 2016 Subject:
More informationGEOMETRIC DESIGN CRITERIA for Non-freeway Resurfacing, Restoration, and Rehabilitation Projects
GEOMETRIC DESIGN CRITERIA for Non-freeway Resurfacing, Restoration, and Rehabilitation Projects SEPTEMBER 1989 Arkansas State Highway and Transportation Department GEOMETRIC DESIGN CRITERIA for Non-freeway
More informationPLAN PREPARATION GUIDE CHAPTER 3 QUANTITY COMPUTATIONS AND INFORMATION
PLAN PREPARATION GUIDE CHAPTER 3 QUANTITY COMPUTATIONS AND INFORMATION SECTION DESCRIPTION PAGE 1 General Quantities 3-1 2 Maintenance of Roadway and Drives 3-1 3 Liquid Asphalt Binder in Paving Mixture
More informationMunicipal DataWorks INVENTORY MANUAL for Municipal Transportation Networks
Municipal DataWorks INVENTORY MANUAL for Municipal Transportation Networks September 2008 Ontario Good Roads Association 1 INTRODUCTION This manual provides a uniform method of inventorying the physical
More informationDRAFT AIR QUALITY TECHNICAL MEMORANDUM
AIR QUALITY TECHNICAL MEMORANDUM PROJECT DEVELOPMENT AND ENVIRONMENT STUDY STATE ROAD 60 GRADE SEPARATION OVER CSX RAILROAD Polk County, Florida Financial Project ID: 436559-1-22-01 Prepared for: Florida
More informationAir Quality Analysis Technical Memorandum
Air Quality Analysis Technical Memorandum Segment 4: State Road 400 (SR 400)/Interstate 4 (I-4) from East of SR 15-600/US 17-92 (Seminole/Volusia County Line) to ½ Mile East of SR 472 Volusia County (79110),
More informationSHOULDER DETAIL CONCRETE CURB SHOULDER DETAIL ASPHALT CURB SHOULDER DETAIL PAVEMENT JOINT DETAIL PAVEMENT JOINT DETAIL NORMAL SECTION COMMON AND ASPHALT ALTERNATE NOTES ITEM LEGEND EX. ITEM LEGEND CONCRETE
More informationB STEEL BEAM GUIDE RAIL - OPSS 721
B721-2 - - OPSS 721 721-2.1 GENERAL Design guidance and a description of Steel Beam Guide Rail systems, including various types and treatments, are provided in the Roadside Design Manual (RDM). 721-2.2
More informationCONCRETE BARRIER R-49-G TYPE A BARRIER MICHIGAN DEPARTMENT OF TRANSPORTATION 20'-0" MAXIMUM BETWEEN JOINTS 8'-0" TAPERED SECTION (SEE NOTES)
- SPLIT 8'-0" TAPERED SECTION A B 40" A B " EXPANSION JOINT AT BEGINNING AND END OF SPLIT SECTIONS SEE EXPANSION JOINT DETAIL PLAN CONSTRUCTION STATIONING SHALL BE PLACED ON BOTH SIDES OF THE BARRIER.
More informationB HOT MIX ASPHALT - OPSS.PROV 313
B313-1 - - OPSS.PROV 313 313-1.1 GENERAL Hot mix asphalt consists of several mix types, which are grouped into two categories: Stone Mastic Asphalt and Superpave as detailed below. The type of hot mix
More informationODOT District Pavement General Notes P401: ITEM PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN
P401: ITEM 254 - PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN P402: ITEM 254 - PAVEMENT PLANING, PORTLAND CEMENT CONCRETE, AS PER PLAN P403: ITEM 304 - AGGREGATE BASE, AS PER PLAN P404: DELETED P405:
More informationFTBA 2018 Construction Conference Major Projects Update
FTBA 2018 Construction Conference Major Projects Update Bill Jones, P.E. FDOT District 7 Director of Transportation Development 1 2 3 FUNDED PROJECTS Howard Frankland Bridge Industry Forum September 2018
More informationCHAPTER 18 TEMPORARY ROADS AND BRIDGES
Change #1 - Revised 12/12 CHAPTER 18 TEMPORARY ROADS AND BRIDGES 18.0 INTRODUCTION These guidelines are to be used to design temporary roads and bridges where traffic will be maintained at the construction
More informationRoadway Profile Testing in North Carolina
Roadway Profile Testing in North Carolina PAST PERFORMANCE AND LESSONS LEARNED PRESENTED BY CHRISTOPHER BACCHI, TRIMAT MATERIALS TESTING, INC AND NILESH SURTI, NCDOT Why is Pavement Smoothness Important?
More informationTHE GOLD STAR MEMORIAL HIGHWAY
Filenam e: 002_Estim ated Quantities.dgn Date:2/24/2017 Scale: No. Revision By Date Designed by: CONSULTANT PROJECT MANAGER: Dale A. Mitchell, P.E. By Date By Date Designed Drawn WPM 02/17 Checked WPM
More informationFY 2019 TRANSPORTATION CAPITAL PROGRAM New Jersey Department of Transportation Projects
Baltic Avenue, Maine to Mississippi Avenues Project ID Numbers: S1702 / 173620 This project will mill and repave the roadway, upgrade ADA ramps, and improve drainage, thermoplastic stripping, manholes,
More informationValue Engineering For Transportation Improvements. Interstate 4 from West of State Road 528 (Beachline) to West of State Road 435 (Kirkman Road)
Value Engineering For Transportation Improvements Interstate 4 from West of State Road 528 (Beachline) to West of State Road 435 (Kirkman Road) Value Engineering Study Draft Report FM Number: 242484-7
More information5.0 Plan Development. 5.1 Introduction. 5.2 Design References
5.0 Plan Development 5.1 Introduction The plan development section of this manual is intended to assist the LPA and the designer through the preliminary engineering phase of project development. Information
More informationChapter URBAN & RURAL FREEWAY DESIGN
Chapter 5 URBAN & RURAL FREEWAY DESIGN 5.1 INTRODUCTION This chapter provides standards and guidance for urban and rural freeways on new construction/reconstruction projects. The chapter also provides
More information313-1 HOT MIX ASPHALT - OPSS.PROV 313
313-1 - OPSS.PROV 313 313-1.1 GENERAL Hot mix asphalt consists of several mix types, which are grouped into two categories: Stone Mastic Asphalt and Superpave as detailed below. The type of hot mix asphalt
More informationI-35/I-80/Iowa 141 Interchange IJR and NEPA A Practical Approach to Resolving a Decades-Old Traffic Operations Challenge
I-35/I-80/Iowa 141 Interchange IJR and NEPA A Practical Approach to Resolving a Decades-Old Traffic Operations Challenge Client: AJR or IJR? This is a TO-MAY-TO This is a TO-MAH-TO Practical Design PRACTICAL
More informationPage 1D-1 Revised language to link from Project Management Manual to Project Management Online Guide.
IMPERIAL ROAD DESIGN MANUAL REVISIONS July 2008 CHAPTER 1D Page 1D-1 Revised language to link from Project Management Manual to Project Management Online Guide. CHAPTER 2A Page 2A-3 Revised language to
More informationTRANSPORTATION RESEARCH BOARD. Spatial Modeling for Highway Performance Monitoring System Data: Part 1. Tuesday, February 27, :00-4:00 PM ET
TRANSPORTATION RESEARCH BOARD Spatial Modeling for Highway Performance Monitoring System Data: Part 1 Tuesday, February 27, 2018 2:00-4:00 PM ET The Transportation Research Board has met the standards
More informationCONTRACT No.: E8M79 Date: 06/30/14 Page 1 of 5
Page 1 of 5 FLORIDA S TURNPIKE ENTERPRISE (FTE) Construction Engineer: Pete Nissen, P.E. Assistant Construction Engineer: Bill Sears, P.E. FDOT Design William Sloup, P.E. GEC Design Terry Miller, P.E.
More informationLO R (CENTER RIDGE ROAD)
Ditch END PROJECT BEGIN PROJECT 83 STA 1291+16 STA 1168+50 20 STONEY RIDGE RD. LATITUDE: 41 23 40" N 0 PORTION TO BE IMPROVED INTERSTATE HIGHWAY FEDERAL ROUTES STATE ROUTES COUNTY & TOWNSHIP S OTHER S
More informationMINNESOTA DEPARTMENT OF TRANSPORTATION Engineering Services Division Technical Memorandum No T-01 January 19, 2011
MINNESOTA DEPARTMENT OF TRANSPORTATION Engineering Services Division Technical Memorandum No. 11-01-T-01 To: From: Subject: Electronic Distribution Recipients Bernard J. Arseneau, P.E. Deputy Commissioner/Chief
More informationTRANSPORTATION PROJECT REPORT DRAFT CONCEPTUAL ACCESS MODIFICATION PROPOSAL OCTOBER 2002
TRANSPORTATION INTERSTATE 87 INTERCHANGE 11A TOWN OF MALTA SARATOGA COUNTY, NY DRAFT CONCEPTUAL ACCESS MODIFICATION PROPOSAL OCTOBER 2002 PROJECT REPORT NEW YORK STATE DEPARTMENT OF TRANSPORTATION JOSEPH
More informationCONSTRUCTION SPECIFICATION FOR UNTREATED GRANULAR, SUBBASE, BASE, SURFACE SHOULDER AND STOCKPILING
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 314 DECEMBER 1993 CONSTRUCTION SPECIFICATION FOR UNTREATED GRANULAR, SUBBASE, BASE, SURFACE SHOULDER AND STOCKPILING 314.01 SCOPE 314.02 REFERENCES
More informationCW 3240 RENEWAL OF EXISTING CURBS TABLE OF CONTENTS
December 2012 CW 3240 RENEWAL OF EXISTING CURBS TABLE OF CONTENTS 1. DESCRIPTION... 1 1.1 General... 1 1.2 Definitions... 1 1.3 Referenced Standard Construction Specifications... 1 1.4 Referenced Standard
More informationB723 ENERGY ATTENUATORS - OPSS 723
B723 - OPSS 723 723.1 GENERAL Various proprietary permanent and temporary energy attenuators are used to reduce the hazard associated with the ends of permanent and temporary concrete barriers. Tables
More informationB510-5 REMOVAL-PAVEMENT WORK OPSS 510. CDED B Removal CDED B Reclaim Asphalt Pavement
B510-5 OPSS 510 510-5.1 GENERAL This section is for Pavement Work removal tender items. The work covered by these tender items includes the removal and disposal of materials. 510-5.2 REFERENCES CDED B510-0
More informationConstruct each curb ramp using Type A1 Use curb ramps with flared sides at locations with wide sidewalks. NOTES Construct each curb ramp using Type A2 Construct each curb ramp using Type A1 PERPENDICULAR
More informationFY STATEWIDE TRANSPORTATION IMPROVEMENT PROGRAM New Jersey Department of Transportation Project Descriptions ($ millions)
ADA South, Contract 1 w/o ROW DBNUM: 15420 / UPC: 154200 This contract will bring projects into compliance with current ADA design requirements that could not be completed within original design or construction
More informationB STEEL BEAM GUIDE RAIL - OPSS 721
B721-2 - - OPSS 721 721-2.1 GENERAL Steel Beam Guide Rail (SBGR) is a semi-rigid barrier system which restrains and redirects vehicles by a combination of beam bending (W-shaped steel section), tension,
More informationSECTION 14 - RESTORATION OF SURFACES TABLE OF CONTENTS
SECTION 14 - RESTORATION OF SURFACES TABLE OF CONTENTS Section Page SECTION 14 RESTORATION OF SURFACES... 14.1 14-1 GENERAL... 14.1 14-2 PRIVATE ROADS... 14.1 14-3 STREETS AND PARKING LOTS... 14.1 14-3.01
More informationPRESENTATION FOR: Construction Engineering and Inspection-Wiles Road from Riverside Drive to Rock Island Road. RFP No. J P1
PRESENTATION FOR: Construction Engineering and Inspection-Wiles Road STAFFING MATRIX Construction Engineering and Inspection-Wiles Road JAMES JEFFERS, P.E. Senior Project Engineer Years of Experience:
More informationADDENDUM #4. WAKULLA COUNTY BOARD OF COUNTY COMMISSIONERS Invitation to Bid PROJECT NAME: New Light Church Road Widening and Resurfacing
ADDENDUM #4 WAKULLA COUNTY BOARD OF COUNTY COMMISSIONERS Invitation to Bid 2011-11 DATE: March 31, 2011 PROJECT NAME: New Light Church Road Widening and Resurfacing The purpose of this Addendum is to provide
More informationB313-1 HOT MIX ASPHALT OPSS.PROV 313
B313-1 OPSS.PROV 313 313-1.1 GENERAL Hot mix asphalt consists of several mix types, which are grouped into two categories: Stone Mastic Asphalt and Superpave as detailed below. The type of hot mix asphalt
More information49-2A Clear-Zone Width for New Construction or Reconstruction B Clear-Zone Adjustment Factor, K cz, for Horizontal Curve...
49-2A Clear-Zone Width for New Construction or Reconstruction...6 49-2B Clear-Zone Adjustment Factor, K cz, for Horizontal Curve...6 49-2C Clear-Zone Transition for Curve Adjustment, Radius 3000 ft...6
More informationSelect Subgrade Material, Compacted
314.1 GENERAL B314 SHOULDER, SELECTED SUBGRADE, AND STOCKPILING OPSS.PROV 314 Granular materials meeting the requirements of OPSS.PROV 1010 are obtained from pits and quarries, and recycled materials.
More informationCold In-Place Recycling with Expanded Asphalt B-335 COLD IN-PLACE RECYCLING WITH EXPANDED ASPHALT OPSS 335
B-335 COLD IN-PLACE RECYCLING WITH EXPANDED ASPHALT OPSS 335 335.1 GENERAL Use of Cold In-Place Recycled Expanded Asphalt Mix (CIREAM) is recommended by the Regional Geotechnical Section on a work-project
More informationBRIDGE STANDARD PLANS AND SPECIAL DETAILS ADAM LANCASTER, P.E. FEB. 27, 2018
BRIDGE STANDARD PLANS AND SPECIAL DETAILS ADAM LANCASTER, P.E. FEB. 27, 2018 NEW PUBLICATIONS 2016 LOUISIANA STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES M.A.S.H. HIGHWAY GUARD RAIL STANDARD PLANS GUARD
More informationCumberland Viaduct Rehabilitation Project Contract No. AL R Presenter Bob Bofinger MDSHA Office of Structures
Cumberland Viaduct Rehabilitation Project Contract No. AL4095180R Presenter Bob Bofinger MDSHA Office of Structures Project Justification & Improvements Condition State The deck, superstructure and substructure
More informationB351 - CONCRETE SIDEWALK - OPSS 351
B351 - - OPSS 351 351.1 GENERAL The design and construction of concrete sidewalks, when justified and approved in accordance with Provincial Engineering Memorandum, Director s Office #2011-01 (February
More informationELEVATION PLAN HIGHWAY CLASSIFICATION
Bench Mark: Chis. " " S.E. COR. COC. SLAB. The IT. of ILL. 31 and Miller Rd. go. 0.9 MI to Mark. Elev. 806.34 Existing Structure: one Bridge Omission Sta. 2205+62.61 to Sta. 2218+62.20 Unit 1 = 120 0"
More information081 S-292 & 081 N
081 S-292 & 081 N-292 1 11 ESTIMATE OF QUANTITIES S 081 S-292 & 081 N-292 2 11 081 S-292 PCN I50E 081 N-292 PCN I50F SPECIFICATIONS Standard Specifications for Roads and Bridges, 2015 Edition and Required
More informationANNUAL INSPECTION REPORT 2017 TABLE OF CONTENTS
ANNUAL INSPECTION REPORT 2017 TABLE OF CONTENTS 1.0 OVERVIEW 1 1.1 MDX System Background 1 1.2 Inspection Program Objective 2 1.3 Inspection Program Scope 2 1.4 Performance Measures 3 1.5 Maintenance and
More informationPavement Design Acronyms & Definitions
This historical pavement data is provided for information only. It includes a history of pavement work that has been contracted through the NDOR Construction letting process. This history is generalized
More informationCommunity Advisory Committee Meeting No. 2. June 22, 2006
Community Advisory Committee Meeting No. 2 June 22, 2006 Introductions The Study Team KDOT Wichita Partners Consultants CAC members Overview Today s Agenda Opinion Survey Study Status Starting Concept
More informationB510-5 REMOVAL-PAVEMENT WORK OPSS 510. CDED B Removal CDED B Reclaim Asphalt Pavement
B510-5 OPSS 510 510-5.1 GENERAL This section is for Pavement Work removal tender items. The work covered by these tender items includes the removal and disposal of materials. 510-5.2 REFERENCES CDED B510-0
More informationADA Training Design Case Studies MnDOT
ADA Training Design Case Studies 2018 MnDOT 2 ADA Design Case Studies Overview TH 61 (Mounds Blvd) Mill & Overlay Lesson: Steep Slopes and Construction Limits Snelling Avenue Mill & Overlay Lesson: Strategies
More informationRESIDENTIAL DRIVEW AY APPROACH JOB NO. SHEET NO. DATE MARCH 2015 OF 2% MAX VARIES: 1% MIN TO 7% MAX EXISTING DRIVE EXIST. ROW PROPOSED 6" WALK
01-APR-2015 08:59 4 (TYP) EXISTING DRIVE A 4 (TYP) ROW = I:\MSV8i\Plotting\piblack.ptb V:\201001\\C\8x11_Howell_Det\pvg_det01_8x11_P01.dgn TIME = EX. PROPOSED 6" WALK SIDEWALK WALK EX. DRIVEWAY 4 WALK
More informationSUPPLEMENTAL ECMS ADVANCED INFORMATION JULY 14, 2016 (ALL WORK TO BE COMPLETED TO APPEAR IN THE PROPOSAL)
Updated June 27, 2016 BEAVER COUNTY SR 7446(LBB) #92912 PROPOSAL:$54.72 PLANS:$42.46 12X18:$52.11 24X36:$752.70 EXSTRUCT:$48.62 12X18:$59.67 24X36:$861.90 The description and location of the project is
More informationSECTION 26 - COLD PLANE ASPHALT CONCRETE PAVEMENT TABLE OF CONTENTS
SECTION 26 - COLD PLANE ASPHALT CONCRETE PAVEMENT TABLE OF CONTENTS Section Page 26-1 GENERAL... 26.1 26-2 PAVEMENT KEYCUTTING... 26.1 26-3 PAVEMENT PLANING... 26.2 26-4 PLANED PAVEMENT CONFORMS... 26.3
More information2017 Highway Safety Improvement Program Call
2017 Highway Safety Improvement Program Call The Highway Safety Improvement Program (HSIP) is for highway safety projects that eliminate or reduce the number of fatalities and serious injuries on all public
More informationTraffic Management Guide to Concrete Overlay Solutions. Dale S. Harrington P.E. Representing CP Tech Center
Traffic Management Guide to Concrete Overlay Solutions December 5, 2014 ACPA Annual Meeting Dale S. Harrington P.E. Representing CP Tech Center Traffic Management- Concrete Overlays Traffic Management
More informationASSOCIATED PENNSYLVANIA CONSTRUCTORS SUPPLEMENTAL ECMS ADVANCED INFORMATION LETTING MAY 24, 2018 (ALL WORK TO BE COMPLETED TO APPEAR IN THE PROPOSAL)
ASSOCIATED PENNSYLVANIA CONSTRUCTORS Updated May 4, 2018 FULTON COUNTY SR 0000(FMC) #109343 PROPOSAL:$21.36 PLANS:$9.02 12X18:$11.07 24X36:$159.90 X-SEC:$7.48 12X18:$9.18 24X36:$132.60 This project involves
More informationSTATE OF FLORIDA DEPARTMENT OF TRANSPORTATION CONTRACT PLANS FINANCIAL PROJECT ID WASHINGTON COUNTY ( )
CONTRACT PLANS COMPONENTS ROADWAY PLANS SIGNING & PAVEMENT MARKING PLANS CHIPLEY 10 75 95 CONTRACT PLANS PENSACOLA FORT WALTON BEACH PANAMA CITY TALLAHASSEE 10 LAKE CITY 295 JACKSONVILLE ST AUGUSTINE GAINESVILLE
More informationANSWERS TO QUESTIONS RECEIVED THROUGH 11:00 A.M. ON JANUARY 4, 2019:
ADDENDUM NO. PROJECT NO. 3-9-07 PAGE 2 ANSWERS TO QUESTIONS RECEIVED THROUGH :00 A.M. ON JANUARY, 209: Q# Plan sheet 2 has a note MAINTENANCE OF TRAFFIC (LOCAL ROADS) which relates to bid item 22 and calls
More informationIntro. ADA Operations Contact Info
Intro ADA Operations Contact Info Todd Grugel ph: 651-366-3531 email: todd.grugel@state.mn.us Joe Zilka ph: 651-366-3311 email: joseph.zilka@state.mn.us Harvey Unruh ph: 651-216-2912 email: harvey.unruh@state.mn.us
More informationNevada Department of Transportation. Road Design Guide Edition
Nevada Department of Transportation Road Design Guide 2010 Edition Nevada Department of Transportation 1263 South Stewart Street Carson City, Nevada 89712 State of Nevada Jim Gibbons, Governor Department
More informationFY STATEWIDE TRANSPORTATION IMPROVEMENT PROGRAM New Jersey Department of Transportation Project Descriptions ($ millions)
FY 2018-2027 WIDE TRANSPORTATION IMPROVEMENT PROGRAM ADA Central, Contract 3 DBNUM: 15419 / UPC: 154190 This contract will bring projects into compliance with current ADA design requirements that could
More informationTable 8-2 Guidance for Landscape Plantings
Sick and diseased trees that are beyond reasonable repair, along with dead trees, trees that cause sight distance problems and trees with a significant crash history shall be removed regardless of public
More informationCLA /10.54, PID Project Description:
Project Description: The proposed project will consist of widening IR 70 to three lanes from Enon Road (SLM 06.75) to the US 68 interchange ramps (SLM 10.55). IR 70 is a component of the Strategic Highway
More informationSt. Francis Drive through the City of Santa Fe Corridor Study
VIII. ENGINEERING AND ENVIRONMENTAL EVALUATION INTERSECTION IMPROVEMENTS SOUTHERN For the southern end of the corridor, traffic volumes are expected to increase over existing levels. The Phase A Report
More information