Survey Data and TOPO Checklist

Similar documents
Florida's Turnpike Enterprise Roadway Phase III (90%) & Phase IV (100%) Check List Per FDM and TDH Part 3

Maintenance of Traffic sequence of operations including any phasing and detour maps;

CHAPTER 11 SURVEY CADD

50.24 Type, Size and Location Plans for Culverts, Bridges and Culvert Bridges

TYPICAL SECTIONS TYPICAL NO. 1 (MAINLINE) STA TO STA STA TO STA ROUNDING DETAIL TYPICAL NO.

CHAPTER 3 INFORMATION REQUIRED FOR PUBLIC IMPROVEMENT CONSTRUCTION PLANS TABLE OF CONTENTS

Anne Arundel County Dept. of Inspections and Permits Storm Drain Checklist

Washington County Road Engineering Plan Submittal/Review Checklist

B.2 MAJOR SUBDIVISION PRELIMINARY PLAN CHECKLIST

CITY OF LA MARQUE CHAPTER GRAPHIC REQUIREMENTS CONSTRUCTION PLAN AND MISCELLANEOUS REQUIREMENTS

CITY OF LOMPOC DEVELOPMENT ASSISTANCE BROCHURE ENCROACHMENT PERMITS AND PUBLIC IMPROVEMENT PLANS

CHECKLIST PRELIMINARY SUBDIVISION AND PRELIMINARY SITE PLAN

CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division SANITARY SEWER IMPROVEMENT PLAN REVIEW CHECKLIST

PRELIMINARY PLAT CHECK LIST

Plan Preparation Checklist

City of Massillon Site Plan Checklist

CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division STREET/ALLEY IMPROVEMENT PLAN REVIEW CHECKLIST

DRAFTING STANDARDS 9.00 DRAFTING STANDARDS

CITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA (360)

CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division STORM DRAIN IMPROVEMENT PLAN REVIEW CHECKLIST

Project Name: County File No.: Checked by: For: Date:

MAJOR GRADING PLAN CHECKLIST

B-PERMIT PLAN CHECK MANUAL

City of Beaumont. Public Works Engineering. Street Improvement Plan Checklist REV 4/18/16

DEVELOPMENT PLAN CHECKLIST

MICHIGAN DESIGN MANUAL ROAD DESIGN CHAPTER

SECTION 3 IMPROVEMENT PLAN REQUIREMENTS

Construction Plan Reading Basics & Applications

TABLE OF CONTENTS 1200 PLAN PREPARATION

SECTION 6A ROADWAY PLAN PREPARATION

Section 7 Notes and Annotations

Porter County Plan Commission

Update: July 20, 2012

Anne Arundel County Dept. of Inspections and Permits Water Sewer Plan Checklist

LOWNDES COUNTY ENGINEERING PLAN REVIEW CHECKLIST. Design Professional: Phone: Developer: Phone: 2 nd Submittal (No Fee)

Subdivision Application Checklist

SECTION 100 PRELIMINARY CONSIDERATIONS & INSTRUCTIONS

CHAPTER 2C - PRELIMINARY DESIGN. General... 2C-1. Review of Work Load... 2C-2 Establishing Priorities... 2C-2

CITY OF APACHE JUNCTION DEVELOPMENT SERVICES CIVIL ENGINEERING PLAN REVIEW CHECKLIST PROJECT: LOCATION:

Sewer Line Extension Permit Design Checklist

Site Plan Review Application. Interest in the Property (e.g. fee simple, land option, etc.)

APPLICATION FOR SITE PREPARATION PERMIT

Authorized Agent: City of Manassas Check List Attached: Contact: Address: Phone Number: Fax Number: Developer s Name: Phone Number:

Public Projects Plan Submittal Guidelines Revised August 4, 2017 Plan submittal Process: 10% Plans 25% Plans 30% Plans 60% Plans 90% Plans

LARAMIE COUNTY PLANNING & DEVELOPMENT OFFICE 3966 Archer Pkwy Cheyenne, WY Phone (307) Fax (307)

PART XII: TOPOGRAPHIC SURVEYS

Plan Submittal Checklist for Permit Projects Compliance Required Information. (Answer Yes or Not Applicable (NA)) Yes NA

Clarifications in italics added July 2018

Section 4-02 Typical Sections TABLE OF CONTENTS. INTRODUCTION...2 General...2

CHAPTER 11. Plan Standards

Grading, Erosion and Sediment Control (GESC) Checklist

Ecological Restoration Drafting & Design Guidelines

Conceptual, Preliminary and Final Site Plan Review in Holladay City

Town of Westlake Construction Plans Review Checklist

KC Water Rules and Regulations For Water Main Extensions and Relocations

CONTRACT PLANS READING

Appendix E-4. City of Fort Collins. Requirements for Utility Plans

STATE UNIVERSITY CONSTRUCTION FUND

APPENDIX 4. Checklists. Township of King Design Criteria and Standard Detail Drawings

Survey Control Point Observations

NEWTON COUNTY WATER AND SEWERAGE AUTHORITY RESIDENTIAL, COMMERCIAL, INSTITUTIONAL AND INDUSTRIAL SUBDIVISIONS CONSTRUCTION PLANS CHECK LIST

PRECISE GRADING PLAN CHECKLIST

CITY OF MUSKEGO DRAFTING STANDARDS

Please remove and replace the entire Table of Contents, Section A to Section J and all Appendices.

List of Figures. List of Forms

INTENT An Administrative Site Plan is required for the following situations, excluding single-family detached development:

SITE PLAN, SUBDIVISION & EXTERIOR DESIGN REVIEW PROCESS

9 LAND SURVEYING. 9.1 General. 9.2 Administrative Requirements Standards Meetings Survey Data Provided to the Design-Builder

King And Queen County, VA P.O. Box 177 King and Queen Courthouse, VA (804) (804) (fax)

Section 101. Street Design

CHECKLIST 9-O. 24. Area of project in square feet and acres? C-1 d

MSD STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY

Exhibit A Scope of Services and Deliverables West Swan River Bridge Approaches

HAMILTON TOWNSHIP Department of Planning and Zoning Application for a Commercial / Industrial Site Plan Review

Section E NSPS MODEL STANDARDS FOR TOPOGRAPHIC SURVEYS Approved 3/12/02

APPENDIX 1: CONSTRUCTION PLAN CHECKLIST

STATE OF KANSAS DEPARTMENT OF TRANSPORTATION PLAN AND PROFILE OF PROPOSED STATE HIGHWAY FEDERAL AID PROJECT 1 PAWNEE COUNTY US-56

3. DESIGN SPECIFICATIONS

Full Contents. Essentials, Workbook

Construction Tolerances - The following tolerances apply to cast-in-place structures:

Detail Design For Pavement Rehabilitation on Trunk Highway 14 From Tracy to Revere

Date Requested, 200_ Work Order No. Funding source Name of project Project limits: Purpose of the project

ACSA PLAN REVIEW CHECKLIST (Guideline Only) (4) Standard water and sewer general plan notes (attached).

DEVELOPMENT REVIEW COMMENTS LAND DISTURBANCE PERMIT (LDP) CLEARING CLEARING & GRUBBING GRADING. Date Reviewed by. Project Name

SD DEPARTMENT OF TRANSPORTATION OFFICE OF ROAD DESIGN

BRASELTON WATER AND WASTEWATER DEPARTMENT CONSTRUCTION PLAN REVIEW CHECKLIST May 2006

AutoCAD Civil 3D 2013 South African Country Kit

10010 RECORD DRAWING INFORMATION

SITE PLAN APPLICATION

Guidelines and Checklist For SAWS Sanitary Sewer. Developmental Engineering Division

Current Standard Plates including Transmittal Letters are available on the web at:

SCHEDULE 10 ENGINEERING DRAWING SUBMISSION

Subdivision Cross Sections and Quantities

ACWWA DRAWING SUBMITTAL INFORMATION - UTILITY DRAWING REQUIREMENTS

3. The PAC (Permit Application Center) will notify the design professional of plan review results.

CITY OF OLIVETTE SITE PLAN AND COMMUNITY DESIGN REVIEW INFORMATION PACKET

Lincoln County Public Works Water and Sewer Submittal Application

CHECKLIST 8-O. Highlands County Engineering Department Improvement Plan Checklist

SECTION 9.00 AS-BUILT DRAWING REQUIREMENTS SUB-INDEX

Work Type Definition and Submittal Requirements Work Type: Subsurface Utility Engineering (SUE)

Transcription:

Checklists Survey Data and TOPO Preliminary Plan Field Review Plans o Field Review Erosion Control Right-of-Way and Utility Meeting Plans Final Plan Field Review Plans Methods of Plan Markups Plan-in-Hand Field Review Meeting Plans Final Plan Review Plans

Survey Data and TOPO Checklist Note: As you review survey look for duplicate text, note misspelling, missing line styles, and any other types of common drafting errors. When receiving Survey updates: (newer versions of the survey information) 1. Reference the new file into the old file. Make sure that everything is still within the same coordinates. 2. The existing ground (.dtm) file should be renamed existing so that any new versions could just replace the previous by renaming the new version "existingv2" (a new folder should be created to hold all.dtm's not in use) and InRoads will recognize it and not have any difficulties. Survey Title Sheet: 3. SWO 4. J/P Number 5. Highway 6. Layout map (check image reversal, raster file) 7. Survey stamp 8. Index of sheets Benchmarks: 9. Locate the Benchmarks on the plans (Station & offset). Verify all information on the Benchmarks that are needed for the project extents. A Benchmark is needed a minimum of one for every 300 feet for urban project and one at least every 700 feet for rural projects. A001 (survey data sheet): (Verify the following) 10. Description along centerline survey; verify that it matches the alignment in the ALG file (InRoads). 11. Information related to the survey alignment (POT s, Bearings, Curve Data, PI s, PC s and PT s). 12. Snap to COGO points on the centerline survey, their X & Y coordinates should agree with the Easting/Northing as listed in the Survey Data Sheets. 13. Survey information on the TOPO file to confirm the information matches that given in the Survey Data Sheets. 13.1.1

Survey Data and TOPO Checklist Check corner sections: (Verify the following) 14. Section Line is depicted and has the proper labeling. 15. Section, Township and Ranges are all shown and labeled correctly. Drainage: 16. Check for crossing and side drains and their notes. Utilities and ownership: 17. Proper labeling (Verify utility information with utilities branch) 18. (Check text file provided by survey for additional information) Hazardous waste sites found on plans: 19. Check survey TOPO file for possible environmental mitigation issues. Present Right-of-Way & Section Line Right-of-Way: 20. Dimensions are given for existing Right-of-Way a. Plus and distance (if applicable) b. Labeled at the beginning and ending of each sheet COGO points: (Verify existing ) 21. Right-of-way, 22. Alignment (Curve Data, Bearings, etc ) 23. Utilities (should be consistent with TOPO and survey information) 24. Snap to COGO points to get an Easting/Northing location Change or add on all sheets for: 25. Sheet #'s (ex: S1, S2) 26. SWO 27. State job number 28. County name 29. Highway number 30. Proper text and sizing Additional TOPO: 31. Fencing and labeling 32. Drives with proper description 33. Present Right-Of-Way with proper labels and Dimensions 13.1.2

Preliminary Plan Field Review Plans Checklist Minimum plan requirements for the Preliminary Plan Field Review: 1. Title (minus Index of Sheets and Standards) 2. Preliminary Typical Section (with assumed thickness) 3. Plan and Profile sheets a. existing topography b. existing right-of way limits from survey c. existing access control from survey d. existing utilities from survey e. utility ownership, size and type from survey f. existing grade g. preliminary grade h. preliminary superelevation i. preliminary top of cut/ toe of slope j. existing drainage structures k. preliminary bridge l. final bridge hydraulic information m. existing fencing n. existing driveways o. location, width and type of driveways (to be verified at meeting) p. city corporate limits from survey q. section, township and range from survey r. preliminary detour location with horizontal and vertical s. preliminary horizontal alignment t. preliminary retaining walls and soundwalls 4. Preliminary Bridge General Plan and Elevation a. existing structure b. existing contours c. preliminary structure d. preliminary bridge header and riprap e. existing and proposed profile f. hydraulic information g. construction phasing h. Centerline Station i. vertical and horizontal clearance 5. Preliminary Estimate of Earth Work 6. Survey Data Sheets including Utility Data Sheets 13.2.1

Plan Submission Erosion Control Checklist for ODOT Roadway Design Squads Date: County: JP# Submit date: Let date: Submitted By: Are these Completed? YES / NO / N/A PLEASE CHECK BELOW Erosion Control sheets listed on the Title Sheet Index Drainage Map Summary of Erosion Control Stormwater Management Plan (SMP) sheet Erosion Control Site Specific Plan Sheets Special Detail Sheet E.C. Standard Drawings Checklist for E.C. Items in Plan and SPECIAL PROJECTS FILES Ck.by Spec.Proj. Complete / Incomplete Drainage Map ---- / ---- E.C. Items in the Summary of Pay Quantities ---- / ---- Erosion Control Pay Quantity Notes ---- / ---- Erosion Control Construction Notes ---- / ---- Seasonal Planting Restrictions ---- / ---- Schedule of Erosion Control (Permanent Grassing) ---- / ---- Summary of Temporary Sediment Controls ---- / ---- Erosion Control Typical Section ---- / ---- Erosion Control Site Specific plan Sheets ---- / ---- SMP plan sheet (OKR10 9/13/12) ---- / ---- Title Sheet ---- / ---- P/H Letter ---- / ---- Date: Please feel free to ask any Questions concerning the list above. Comments: Dennis Schieber, Roadside Development, 521-4483 13.2.2

Right-of-Way and Utility Meeting Plans Checklist Minimum plan requirements for the Right-of-Way and Utility Meeting: Note: The bold items are in addition to the requirements for the Preliminary Plan Field Review Meeting. 1. Title (minus Index of Sheets and Standards) 2. Final Typical Section (with assumed thickness) 3. Plan and Profile sheets to include: a. existing topography b. existing right-of way limits from survey c. existing access control from survey d. existing utilities from survey e. final utility ownerships, size and type f. existing grade g. final grade h. final superelevation i. final top of cut/ toe of slope j. existing drainage structures k. preliminary bridge l. final bridge hydraulic information m. existing fencing n. existing driveways o. final driveway location, width and type with notes p. city corporate limits from survey q. section, township and range from survey r. final detour location with horizontal and vertical alignments s. final horizontal alignment t. new right-of-way u. new access control v. final structures including storm sewers with notes w. new R/W fence requirements x. plusses and distances to any potentially effected building y. final location of retaining walls and sound walls z. environmental commitments 13.3.1

Right-of-Way and Utility Meeting Plans Checklist 5. Survey Data Sheets including Utility Data Sheets 6. Cross Sections a. final toes b. existing utilities c. final driveways and notes d. final structures including storm sewers and notes e. new right-of-way f. retaining walls (offset and earthwork) g. final detours 13.3.2

Plan-in-Hand Field Review Meeting Plans Checklist Minimum plan requirements for the Plan-in-Hand Field Review: 1. Title (minus Index of Sheets and Standards) 2. Preliminary Typical Section (with assumed thickness) 3. Plan and Profile sheets a. existing topography b. existing right-of way limits from survey c. existing access control from survey d. existing utilities from survey e. utility size and type from survey f. existing grade g. final grade h. final superelevation i. final top of cut/ toe of slope j. existing drainage structures k. preliminary bridge l. final bridge hydraulic information m. existing fencing n. existing driveways o. final driveway location, width & type with notes (verified at meeting) p. city corporate limits from survey q. section, township and range from survey r. final detour location with horizontal and vertical alignments s. final horizontal alignment t. new right-of-way u. new access control v. final structures including storm sewers with notes w. new R/W fence requirements x. plusses and distances to any potentially effected building y. final location of retaining walls and sound walls z. known environmental commitments 13.4.1

Plan-in-Hand Field Review Meeting Plans Checklist 5. Preliminary Bridge General Plan and Elevation a. existing structure b. existing contours c. proposed structure d. proposed bridge header and riprap e. existing and proposed profile f. hydraulic information g. preliminary construction phasing h. Centerline Station i. vertical and horizontal clearance 6. Preliminary Estimate of Earth Work 7. Survey Data Sheets including Utility Data Sheets 8. Preliminary Cross-Sections a. final toes b. existing utilities c. final driveways and notes d. final structures including storm sewers and notes e. new right-of-way f. retaining walls (offset and earthwork) g. final detours 13.4.2

Methods of Plan Markups All discrepancies and concerns will be indicated in red on the electronic copy (PDF) of the construction plans. Plan sheets shall communicate coherently with one another and not be in conflict. PLAN ITEMS THAT WILL BE REVIEWED Construction plans submitted for review will be reviewed for the following items that could obstruct construction of the roadway portion of the project and/or produce an inaccurate project estimate. The plan reviews will be consistent with the practices taught by the Performance and Development Branch. All construction plans will be globally checked for correct title block information and sheet numbers that correspond to the index of sheets. 1. Title Sheet Location Map Design Traffic Data Project Lengths Project Job Number Control Section Number & Subsection Number County Information Project Type (As entered by Programs Division) Bridge Information (Begin & End Stations) Index of Sheets Standard Drawings (Roadway) 2. Typical Sheet Title Sheet items will be checked for correctness to the project information documents. Entire Typical Section(s) with Station extents. Typical Sections will be checked for consistency with the Pavement 13.5.1

Methods of Plan Markups Design document through the pavement design engineer and plan sheets for any special design features. 3. Pay Quantities and Notes Pay Items Pay Item Quantity Totals Notes G notes R notes and any special notes Environmental Mitigation notes, If applicable Railroad notes, If applicable ABB notes, If applicable Sequence of Construction The Pay Quantity list will be checked against the plan sheets and summaries to ensure that the proper pay items are being used. The pay item quantity totals will be checked to ensure that they include the amounts from the summaries and notes. All notes will be checked for validity and pay item notes will be inspected to make sure that they are tied to the correct pay items. The presence of a Sequence of Construction will be checked as it relates to the calculation of the project quantities. 4. Summary Sheets All quantities in summaries Surfacing Driveways Earthwork Guardrail Lengths and Guardrail Widening Mailbox and Mailbox Widening Drainage Structures Fence and Gates Removals Temporary and Permanent Erosion Control Ditch Treatments 13.5.2

Methods of Plan Markups Summaries will be checked against plan sheets, special detail sheets and typical sections for verification of necessary pay items. Individual quantities within the summaries and summary totals will be checked using manual calculations with the assistance of spreadsheets. The designed length of the structures, paved ditches, and guard rail, as shown on the plans, will be used for quantity calculation purposes. The structure lengths will not be calculated unless the plan reviewer deems it necessary to calculate the designed length, using a load sheet, due to discrepancies in the construction plans. 5. Temporary Erosion Control Sheets Temporary Erosion Control Measures Temporary Erosion Control Sheets will be examined for consistency with the Summary of Temporary Erosion Control. 6. Storm Water Management Plan Project information is filled out. Erosion and Sediment control practices are marked. Storm Water Management Plan will be visually examined for the correct project information and checked against required Erosion Control Measures. 13.5.3

7. Removal Sheets (If applicable) Methods of Plan Markups Areas to be removed are clearly shown Asphalt Removal Concrete Removal Concrete Removal with Asphalt Overlay Concrete Driveway Removal Sidewalk Removal Curb Removal Pavement Sawing Sheet totals are shown Removal sheets will be checked by measuring the areas and lengths of removal items using MicroStation or by manual calculation. Design review will attempt to ascertain the likelihood of concrete pavement with asphalt overlay. 8. Special Detail Sheets (If applicable) Required sheets are included 9. Mass Diagram Sheets Special Detail Sheets will be checked for consistency with the Index of Sheets and that they are included in the project plans. Consistency between the Sequence of Construction, Cross Sections, and Summary of Earthwork. Mass Diagrams will be checked to ensure that they are consistent with the volumes shown on the cross sections and the Summary of Earthwork. The phasing, if applicable, will be examined for consistency with the Sequence of Construction. 13.5.4

Methods of Plan Markups 10. Plan & Profile Sheets New construction information Horizontal and Vertical Geometry o Curve Criteria Begin and End Stations, Equations & Exceptions Mainline and Detour Pavement Edges Top of Cut/Toe of Slope Driveways and Driveway Notes Fence and Fence Notes Structures and Structure Notes North Arrow Section, Township, Range Benchmarks Bridge Information Leave and Remove labels for Existing Structures Right of Way Plan & Profile sheets will be checked to ensure that the new construction items are shown and properly labeled. All items (North Arrow, Benchmarks, Etc.) will be examined for presence and sheet to sheet consistency. 13.5.5

Methods of Plan Markups 11. Cross Section Sheets Template Annotation (Including superelevation annotation) Structures Driveways Cut & Fill Areas and Volumes Phase patterning following Sequence of Construction R/W (Present and New) Utilities Finish Grade Elevations (Checked against the Plan & Profile Sheets) Special Ditch Elevations Cross Section sheets will be inspected to ensure that end-area volumes correspond with construction phasing determined by the sequence of construction. The cross sections will also be checked to ensure that the new construction items are shown and properly noted. This is a general list of checked items and is not meant to be viewed as exhaustive in nature. PLAN ITEMS THAT WILL NOT BE REVIEWED Construction plans will not be reviewed for certain items that do not affect construction of the roadway portion of the project and/or affect the project estimate. Examples include: Traffic, Bridge or other division plan sheets Survey Data and Notes Topo Data and Notes Special Details 13.5.6

Final Plan Field Review Plans Checklist Minimum plan requirements for the Final Plan Field Review Meeting: The bold items are in addition to the requirements for the Preliminary Plan Field Review and Right-of- Way Meetings. 1. Title (with Preliminary Index of Sheets and Standards) 2. Final Typical Section (with final pavement design) 3. Pay Item List, Quantities and Notes 4. Environmental Mitigation Notes 5. Sequence of Construction 6. Storm Water Pollution Prevention Plan 7. Erosion Control Plan Sheet 8. Plan and Profile sheets to include: a. existing topography b. existing right-of way limits from survey c. existing access control from survey d. existing utilities from survey e. final utility ownerships, size and type f. existing grade g. final grade h. final top of cut/ toe of slope i. existing drainage structures j. final bridge k. final hydraulic information l. existing fencing m. existing driveways n. final driveway location, width and type with notes o. city corporate limits from survey p. section, township and range from survey q. final detour location with horizontal and vertical r. final horizontal and vertical alignment s. final new Right-of-Way t. final new access control u. final structures including storm sewers with notes v. new R/W fence requirements w. plusses and distances to any potentially effected building x. location of retaining walls y. environmental commitments z. removal notes aa. finish grade elevations 13.6.1

Final Plan Field Review Plans Checklist 9. Proposed Bridge General Plan and Elevation 1. existing structure 2. existing contours 3. final structure 4. final bridge header and riprap 5. existing and final profile 6. hydraulic information 7. construction phasing 8. Centerline Station 9. vertical and horizontal clearance 10. Final Computed Earthwork and Mass Diagram 11. Detail Sheets (as required for discussion) 12. Survey Data Sheets including Utility Data Sheets 13. Cross Sections a. final toes b. existing utilities c. final driveways and notes d. final structures including storm sewers and notes e. final new right-of-way f. retaining walls (offset and earthwork) g. final detours 13.6.2

Final Plan Review Plans Checklist Minimum plan requirements for the Final Plan Review Meeting: 1. Title (with Preliminary Index of Sheets and Standards) 2. Final Typical Section 3. Pay Item List, Quantities and Notes 4. Environmental Mitigation Notes 5. Sequence of Construction 6. Storm Water Pollution Prevention Plan 7. Erosion Control Plan Sheet 8. Plan and Profile sheets to include: a. existing topography b. existing right-of way limits from survey c. existing access control from survey d. existing utilities from survey e. final utility ownerships, size and type f. existing grade g. final grade and finish grade elevations h. final top of cut/ toe of slope i. existing drainage structures j. final bridge k. final hydraulic information l. existing fencing m. existing driveways n. final driveway location width and type with notes o. city corporate limits from survey p. section, township and range from survey q. final detour location with horizontal and vertical r. final horizontal and vertical alignment s. final new right-of-way t. final new access control u. final structures including storm sewers with notes v. new r/w fence requirements w. plusses and distances to any potentially effected building x. location and final design of retaining walls and sound walls y. final environmental commitments z. removal notes 13.7.1