2.70     RELEASE OF TEMPORARY EASEMENT (Right of Way Form 636‑069)

Property that the Department requires temporarily for the construction of a highway construction project is acquired by means of a "Temporary Easement."  Temporary easements are typically acquired for the construction of driveways, borrow pits, or right of entry.  The temporary easement will be acquired by the Right of Way Bureau and documented on a Right of Way Contract.

 

Most acquisition contracts are written so that the termination of temporary easements occurs when the construction project is completed and action to release the easement is not required of the project engineer.

 

On selected Right of Way contracts (i.e. temporary easement only or borrow agreements), the release of temporary easement is not automatic. In these instances, the temporary easement is released in accordance with the following instructions:

 

After the temporary easement is acquired, the Right of Way Bureau will prepare the "Release of Temporary Easement" (Form 636‑069) and forward it to the project engineer.  The form will be retained in the project engineer's office until the temporary easement is released.

 

When the temporary easement is no longer needed for highway construction, the easement should be "released."  While it is important that easements be released as soon as possible after completion of the project in order to minimize the Department's responsibility of the property, the project engineer should consider needs of future projects.  For example, a grading project may be completed, but a borrow pit may be needed on the subsequent paving project.

 

To release a temporary easement, the project engineer shall:

n  Sign and date the completed "Release of Temporary Easement" form

n  Obtain notarization of Notary Public

n  Submit signed "Release of Temporary Easement" (Form 636‑069) and "Order Claim" (DOT Form 635037) to the County Recorder (county in which temporary easement exists)

 

After the release of easement is recorded, the County Recorder will send the "Release of Temporary Easement" and "Order Claim" to the Right of Way Bureau.  The Right of Way Bureau will retain the release and process payment to the County Recorder for the recording fees.

 

2.71     STRUCTURES INVENTORY AND CLEARANCE REPORTING

It is essential that the Department maintain accurate inventory and clearance data for structures on, over and beside the roadway.  This data is relied upon by multiple bureaus for safe routing of traffic (including oversize loads), and for initiating the federally required inspection cycle for in-service structures.

 

The RCE is responsible for promptly reporting the following inventory data in Masterworks, when structures are added, reconfigured, or removed from inventory.  This reporting applies to work types including but not limited to new bridges, bridge replacements, bridge widenings, bridge removals, new culverts, culvert replacements, culvert extensions, retaining walls and noise walls:

n  Open to Traffic Date: Document the “Open to Traffic Date” in the Assets Grid in Masterworks when the structure is opened to traffic.

n  As-Built Clearance: Document the as-built clearance measurements in the Assets Grid in Masterworks when construction has progressed enough to obtain final measurements.

 

In addition, temporary clearance restrictions and permanent clearance measurements must be reported separately when the roadway clearance associated with a structure is temporarily or permanently affected. 

n  Temporary Clearance Restrictions:  For work temporarily affecting traffic clearance on an active roadway, report temporary clearance restrictions to CARS-511.  Reporting must be done in advance of the work.

n  Permanent Clearance Changes:  For work permanently affecting traffic clearance below a new, existing, or removed structure, report permanent clearance changes to Research and Analytics Bureau using the “Vertical and Horizontal Clearance Form #220206”.  Reporting must be done at the time the change goes into effect.

 

Refer to Construction Manual 11.30 for additional information regarding structures inventory and clearance reporting.

 

2.72     PREPARATION OF "AS‑BUILT" PLANS

The project engineer shall have one set of "as‑built" plans prepared for construction projects as soon as possible after project completion either by electronic or manual methods.

 

When revising information on the plan with "as‑built" information, the voided information should be lined out manually or electronically.

 

The "as‑built" plan shall include the actual quantities included in the project, as well as items added to the project by Contract Modification that change physical features of the project.

 

It is not necessary to change wording in the "as‑built" plan from future tense to past tense.

 

The title page of all as-built plans should include the certification block (Form 370-520003) with the name of the contractor, year of project completion, project engineer’s signature and certification.

 

The project engineer shall forward the manual completed as-built plans to Records Management in Ames with a copy of the transmittal letter to the District Office.  Electronic as-built plans should be saved in ERMS according to ERMS guidelines.  For manual plan submission, a cover letter is to accompany the plans describing the size and number of plans which are to be reproduced.

 

The following adhesive‑backed standard formats are available from the Construction and Materials Bureau:

As‑Built Certification Block                                       370‑520003

As‑Built Change Order Log                                       370‑520004

As‑Built Estimated Project Quantities (100‑0)          370‑520007

As‑Built Estimated Project Quantities (100‑1)          370‑520008

Samples are included in Appendix 2‑37.

 

Types of Work

The following work types will not require preparation of as-built plans unless safety items such as guardrail or barrier rail are included in the project:

 

n  Landscaping/Wildflower planting

n  Erosion Control/Seeding/Slide Repair

n  Signing/Statewide Signing/Delineator & Milepost Projects

n  Spot Overlays

n  Patching

n  Joint and Crack Sealing

n  Slurry Seal

n  Bridge Painting

n  Bridge Deck Repairs/Bridge Deck Overlays

n  Bridge Beam Repairs

n  Paved Shoulders

n  HMA Resurfacing

n  Bridge Washing

 

Changes in the following types of work should include the listed items in the "as‑built" plan:

A.   Grading, Paving, Subdrains, Fencing, Erosion Control

 

The "as‑built" plan should include the following:

n  Control points ‑ marked and referenced

n  Land section corners ‑ marked and referenced

n  Vertical and horizontal alignment

n  Corrections and adjustments in stationing

n  Elevation of final bench marks and deletion of abandoned bench marks

n  Planned drainage, for example: pipe location, sizes, and flowlines, subdrains, backslope and letdown drains, etc.

n  Field Tile Crossings, including size and location

n  Subgrade treatment areas

n  Locations, type, and width of accesses, driveways, and street connections

n  Include location of overhead and underground utilities, if known

n  Utility permit number and filing location

n  Planned location, sizes and  flow lines of storm and sanitary sewers and intakes

n  Location and type of fence

n  Erosion control ditch treatment and let‑down treatment

n  Guardrail and other safety appurtenances

 

B.   HMA Resurfacing

Wedge and strengthening courses and other items such as guardrail, culvert extensions, etc.

 

C.  Structures

Items to include for structures and bridges converted to culverts:

n  Flow line and footing elevation

n  Elevation of bench mark  

n  Log of piling

n  Excavation limits (Class 21, 22,23, and 24)

n  Weep hole locations

 

D.   Lighting, Signing, and Traffic Signals

 

Lighting, Signing, and Traffic Signal projects should include:

n  Location of underground conduit

n  Location of pole and handhole

n  Mounting heights and lengths of mast arms

n  Log of piling for tower lighting projects

n  Location of sign footing, post size and length

n  Vertical clearance of sign truss

n  Detector Loop type, size, and location

 

Wetlands

Corps of Engineers’ Section 404 Permits require that “Wetland Mitigation As-Constructed Drawings” be submitted to the Corps within 30 days of the completion of the mitigation sites. These drawings are separate from the usual DOT “As-Built” plans. “Wetland Mitigation As-Constructed Drawings” are more detailed site maps that are used to confirm compliance with mitigation agreements and to monitor future performance of the wetland. The information varies with the permit, but typically includes before/after cross-sections, location and elevation of water control structures, monitoring sites, final boundary of constructed wetlands, list of plant species, photos, depth of transplanted topsoil, geometry and treatment of buffer areas, ditch plugs, drain tiles and boundary markers.

 

The Office of Location and Environment (Wetlands Section) will retain a consulting engineering firm to complete the “Wetland Mitigation As-Constructed Drawings” for wetland projects to comply with the 404 Permit requirements.  Once completed, two full-size copies should be sent, with a cover letter to the Location and Environment Bureau and to the Resident Construction Engineer. If a consulting firm is administering the project, copies will be sent to the District Office.

 

Right of Way

All right‑of‑way lines should be darkened and the station and offset included for all right‑of‑way breakpoints.  Location of right‑of‑way corners should be identified.  If the plan and profile sheets become too crowded when the right‑of‑way information is included, this information may be included on a separate plan sheet.

 

Information regarding access should be included on the "as‑built" plan, including the limits of access rights purchased and location of constructed and deleted entrances.

 

As a minimum, the parcel information should include the owner’s name and parcel number.  Temporary easements do not need to be shown on the "as‑built" plan.

 

Land Section Corner Ties

During “as-built” plan preparation, the final land section corner ties information shall be reviewed with the District Land Surveyor.  A plan sheet of the corrected land section corner ties shall be included in the "as‑built" plan.

 

Tied Projects

Tied projects should include references on the “as-built” plan title sheet that list other projects included in the contract.  Project quantity item numbers should correspond to the item numbers shown in the contract, by plan.  “As-builts” for each plan should be completed separately, as they will be filed individually in the Records Center.

 

As-Built Plans Checklists

See Appendix 2-37.5 for checklists to use in developing As-Built plans.

 

2.73     RELOCATION OF WATER STOP BOXES

The Department will be responsible for relocating water stop boxes on projects that require a property owner to be responsible for the cost of relocating their water stop box.

 

The relocation of water stop boxes will be included as a contract item on the construction project.  If the plans do not include relocation of water boxes, the item should be added to the contract by change order.

 

The basis of payment for relocation of water stop boxes shall include disconnecting, relocating, and reconnecting to the existing service line.  The property owner shall be responsible for the cost of installing a new service line from the water stop box to the building.

 

2.74     PRECONSTRUCTION PROJECT AGREEMENTS

Iowa DOT Policy No. 500.05, "Preconstruction Project Agreements," establishes the responsibilities for obtaining project agreements.

 

The policy assigns the following responsibilities to the District Office:

n  Implements the terms of the project agreement and monitors completion of the project (PPM 500.05 IV. A)  

n  Tabulates the actual quantities of items for which the city or county is obligated to reimburse the Department.  The district office staff shall submit a list of the items and quantities as a separate attachment with the final payment voucher.

           (PPM 500.05 IV. C)