10-Technical Specifications - 250 West Reconstruction.pdf

Technical Specifications –Submittals Page 1 of 2

Technical Specification

SUBMITTALS

PART 1 - General

1.01 Section Includes

a) Submittal procedures

b) Construction progress schedules

c) Traffic control plans

d) Haul road routes

e) Survey Records

f) UTBC gradations and proctors

1.02 Related Sections

a) Traffic Regulation

1.03 Submittal Procedures

a) Transmit each submittal with a submittal form acceptable to the Owners Representative.

b) Identify project, contractor, subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate.

c) Apply contractor’s stamp, signed or initialed certifying that review, approval, verification of products required, field dimensions, adjacent construction Work and coordination of information is in accordance with the requirements of the Work and Contract Documents.

d) Schedule submittals to expedite the Project, and deliver to Owners Representative at the on-site offices. Coordinate submissions of related items.

e) For each submittal for review, allow 5 week days excluding delivery time to and from the contractor.

f) Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed work.

g) Provide space for Contractor and Architect/Engineer review stamps.

h) When revised for resubmission, identify all changes made since previous submission.

i) Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements.

j) Submittals not requested will not be recognized or processed.

1.04 Construction Progress Schedules

a) Submit initial schedule in duplicate within 15 days after date established in Notice to Proceed.

b) Revise and resubmit as required.

c) Submit revised schedules with each Application for Payment, identifying changes since previous version.

d) Submit a computer generated horizontal bar chart with separate line for each major portion of

Work operation, identifying first workday of each week.

e) Show complete sequence of construction activity, identifying Work of separate stages and other logically grouped activities. Indicate the early and late start, early and late finish, float date, and duration.

f) Indicate estimated percentage of completion for each item of Work at each submission.

1.05 Traffic Control Plans

a) Submit traffic control plan to Owners Representative prior to beginning any hauling operations refer to Technical Specification-Traffic Control Plan

1.06 Survey Records

Technical Specifications –Submittals Page 2 of 2

a) Submit survey information as required certifying that all finished grades include blue tops to be set by contractor are in compliance with design grades.

b) Submit survey information with each Request for Payment to verify work completed. Survey to include all horizontal and vertical information required to determine quantities for payment.

1.07 UTBC Gradations and Proctors

a) Submit gradation and proctor information to Owners Representative for Approval prior to bringing any material on-site. Proctor shall be performed using the ASTMD-1557 (modified) method.

PART 2 – Products

Not Used

Part 3-Execution

-END OF SECTION-

Traffic Regulation

a) Traffic Control Plan

b) Construction parking controls

c) Flag persons

d) Warning lights

e) Haul routes

f) Traffic signs

g) Removal

a) Not used

2.01 Signs, Signals and Devices

a) Post Mounted and Wall Mounted Traffic Control and Informational Signs: Use Standard signage meeting all requirements of MUTCD.

b) Traffic Cones and Drums, Flares and Light: As approved by Owner, St.George City, and UDOT.

c) Flagperson Equipment: As required by St. George City and UDOT.

3.01 Traffic Control Plan

a) Contractor shall prepare a traffic control plan to comply with proposed construction operations.

The traffic control plan shall address vehicular and pedestrian traffic. The traffic control plan shall be submitted to the Owner’s Representative for review and approval.

b) The traffic control plan shall comply with St. George City and UDOT regulations. If any conflicts in restriction are found, the most stringent shall apply.

c) Follow approved traffic control plan.

d) Revise traffic control plan, and seek approval of revisions, if construction activities deviate from original traffic control plan.

3.02 Construction Parking Control

a) Construction equipment and employee personal vehicles shall park in parking areas designated by the Contractor and approved by the Owner.

b) Prevent parking on or adjacent to access roads or in non-designated areas.

3.03 Flag Persons

a) Provide trained and equipped flag persons to regulate traffic when construction operations or traffic encroach on public traffic lanes or pedestrian walkways.

3.04 Warning Lights

a) Use warning lights during hours of low visibility to delineate traffic lanes and to guide traffic.

b) In high traffic area with congested lanes, provide site lighting to illuminate the congested areas during hours of low visibility.

3.05 Haul Routes

a) Contractor shall submit a haul route plan to the Owner for approval. Haul routes shall avoid areas of high vehicular or pedestrian traffic.

b) Confine construction traffic to designated haul routes.

3.06 Traffic Signs

a) At approaches to site and on site, install at crossroads, detours, parking areas, and elsewhere as needed to direct construction and affected public traffic.

b) Relocate as Work progresses, to maintain effective traffic control.

3.07 Removal

a) Remove equipment and devices when no longer required.

b) Repair damage caused by installation.

c) Remove post settings to full depth.

ANY TRAFFIC CONTROL WITHIN THE UDOT RIGHT OF WAY WILL NEED TO FOLLOW UDOT TRAFFIC

CONTROLS.

Technical Specifications –Erosion and Sediment Control Page 1 of 3

EROISION AND SEDIMENT CONTROL

1.01 Scope of Work

a) The contractor will be responsible to furnish all material, equipment and labor required for the erosion and sediment control features as outlined in this section.

b) This work shall include but is not limited to the construction of temporary straw bale dikes, temporary silt fences, runoff collection ditches, temporary straw bale barriers, and the seeding and mulching of soils disturbed during construction, installation of erosion control fabrics, diversion of water around or away from construction sites, installation of rip rap, and cleanup of all rock or soil fragments resulting from blasting or other rock removal methods.

a)

1.02 Related Work and References

a) St. George City Construction Design Standards

b) Supplementary Technical Specifications - Section 02376 ~ Rip Rap.

1.02 Regulatory Requirements

a) Necessary measures shall be taken to prevent erosion due to drainage at all points in the road construction project. Erosion and sediment control measures shall be consistent with current St. George City Construction Design Standards. Efforts will be made and measures implemented to minimize disturbance caused by construction, and to mitigate and control any project-generated erosion and sedimentation If the owner determines that the implemented measures are not adequate, the Engineer may request that additional measures be utilized.

b) It shall be the responsibility of the contractor to comply with all the requirements regarding erosion and sediment control as outlined in this section and the current St. George City

Construction Design Standards related to erosion control. Fines and additional costs incurred due to a failure to comply with these documents shall be the responsibility of the contractor.

c) Comply with any specific items related to erosion or sediment control in permit issued to St.

George City for the project area.

2.01 Silt Fence

a) Silt Fencing shall consist of celanese fiber, polyvinyl chloride woven cloth, reinforced chlorosulfinated polyethylene cloth or other approved water-permeable filter fabric. The fabric shall be supported by wood or steel fence posts and wire.

2.01 Fiber Roll/ Waddle

a) Fiber Roll shall consist of straw, flax, or other similar materials bounded into a tight tubular roll. The roll should be placed in a trench and staked along the fiber roll.

2.02 Straw Bale Barrier

a) Straw Bale Barrier shall consist of straw, flax, or other similar materials bounded into a rectangle. The bale should be placed in accordance to St. George City BMP manual.

2.03 Riprap

a) Rip rap to be used shall be as described supplemental technical specifications - Rip Rap.

Technical Specifications –Erosion and Sediment Control Page 2 of 3

PART 3 – Execution

3.01 General

a) Erosion and Sediment control features shall be implemented as areas are disturbed in order to minimize erosion and sedimentation. Detailed descriptions of mitigative measures for different project segments are outlined in current St. George City Construction Design

Standards. If the measures implemented are deemed inadequate, additional measures may be required as directed by the Engineer.

3.02 Silt Fences

a) Silt Fences, shall be installed as necessary to protect stream during construction. Any staging areas or construction sites that are located adjacent to streams or such that runoff from construction areas discharges directly into the stream shall be bordered by sandbags or silt fencing.

b) Install silt fencing along the limits of disturbance line as shown on construction drawings.

Fencing along the limits of disturbance can be of materials other than silt fence, as the fence is intended to control traffic, not sediment. All fencing installed along the limits of disturbance shall be removed and disposed of off-site upon completion of the project.

c) Silt fence barriers shall be used to help filter the flow in the inside drainage ditches along roadways before it enters the culverts and discharges into natural stream

3.03 Fiber Roll / Waddle

a) Locate fiber rolls on level contours spaces as follows:

• Slope inclination of 4:1 (H:V) of flatter: Fiber rolls should be placed at a maximum interval of 20 ft

• Slope inclinations between 4:1 and 2:1 (H:V): Fiver rolls should be placed at a maximum interval of 15 ft.

• Slope inclination 2:1 (H:V) or greater: Fiber rolls should be placed at a maximum interval of 10 ft.

b) Turn the ends of the fiber roll up slope to prevent runoff from going around the roll

c) Stake fiver rolls into a 2 to 4 in. deep trench with a width equal to the diameter of the fiber roll.

• Drive stakes at the end of each fiber roll and space 4 ft maximum of center.

• Use wood stakes with a nominal classification of 0.75 by 0.75 in. and minimum length of 24 in.

d) If more than one fiber roll is placed in a row, the roll should be overlapped, not abutted.

3.03 Erosion Protection

a) Measures shall be taken to prevent or minimize, contain, and control natural erosion processes in disturbed areas of construction. Sediment-laden waters will not be allowed to discharge into natural streams. Reseeding, mulching. and soil erosion fabrics shall be placed as soon as possible after completion of work in a given area.

3.04 Stockpiles of Excavated Material

a) Stockpiles of excavated materials shall be located away from natural streams.

3.05 Dust Control

a) The Contractor shall be responsible to water down construction areas where dust due to construction activities becomes a visual or safety problem.

3.06 Tracking of Material onto Existing Roads

a) The Contractor shall take steps to limit the tracking of soil from the construction site onto the existing paved roads. In the event soil is tracked onto the road, the Contractor shall

Technical Specifications –Erosion and Sediment Control Page 3 of 3 provide the labor and equipment necessary to keep the roads clean, and to limit dust generated by soils tracked onto the roads.

END OF SECTION

Technical Specifications –Contract Closeout Page 1 of 2

CONTRACT CLOSEOUT

a) Closeout procedures

b) Final cleanup of site

c) Project record documents

a) Submittals

1.03 Closeout Procedures

a) Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract document and ready for

Owners review.

b) Provide submittal to Owners Representative that are required by governing or other authorities.

c) Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due.

1.04 Final Cleanup of Site

a) Execute final cleaning prior to final project assessment.

b) Clean debris from gutter, manholes and drainage systems.

c) Clean site; sweep paved areas, rake clean landscaped surfaces.

d) Remove waste and surplus materials, rubbish, and construction facilities from the site.

1.05 Project Record Documents

a) Maintain on site one set of the following record documents: record actual revisions to the Work:

1) Drawings

2) Specifications

3) Addenda

4) Change Orders and other modifications to the Contract

b) Ensure entries are complete and accurate, enabling future reference by Owner.

c) Store record documents separate from documents used for construction.

d) Record information concurrent with construction progress.

e) Record Drawings (and Shop Drawings): Legibly mark each item to record actual construction including:

1) Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements.

2) Measure locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work.

3) Field changes of dimension and detail

4) Details not on original Contract drawings.

f) Submit documents to Owners Representative with claim for final Application for Payment.

Technical Specifications –Contract Closeout Page 2 of 2

FRM042711-1

! 2303 N Coral Canyon Blvd. Suite 201Washington, UT 84780! 1 of 3

Request For Substitution

REFERENCE DATA

Project Name:____________________________________ Date of Request:_______/______/_______

Reason for Request:

This form must be completely filled in with all relevant data by the Contractor and submitted to the Project Manager for consideration before any request to change the drawing or specification requirements will be considered.

ALLIANCE CONSULTING

A Planning And Engineering Firm

Location:________________________________________

Request By(Company): ________________________________________________________________

Address: ___________________________________________________________________________

Contact Person:____________________________________Title: ______________________________

Phone:___________________________________EXT:_____________Fax:______________________

Job No.: ___________________________

SUBSTITUTION REQUEST DATA

Named Product

Substitution is Requested for:

Product Type, Material, or Finish Method

Fabrication or Installation Method

PRODUCT / MATERIAL / METHOD FOR WHICH SUBSTITUTION IS REQUESTED IS SHOWN ON

THE FOLLOWING DOCUMENTS

Specification:

Drawings: (List No.’s of all Drawings Affected):

Section No.:_____________ Page(s):___________ Clause NO.(s):_____________

CONTINUE TO NEXT PAGE

Submittal No.__________________ Submittal Description:____________________________________

! 2303 N Coral Canyon Blvd. Suite 201Washington, UT 84780! 2 of 3

COST/BENEFIT ANALYSIS

Describe in detail any alteration to any other part of the project required by use of the requested substitution:

Total net cost of any such other required alterations, including overhead and profit: $ ______________

Cost of CONTRACTOR’S administration (to be filled in by Contractor): $ ______________

Cost of ENGINEER’S documentation & administration (Project Manager): $ ______________

Total cost of other alterations (Project Manager): $ ______________

Total cost savings achieved (from page 3, to be filled in by Project Manager) $ ______________

Total cost/benefit to OWNER (to be filled in by Project Manager) $ ______________

Benefits to OWNER other than financial:

ADDITIONAL INFORMATION REQUIRED

Complete the third page as applicable. Attach the following information:

1. Manufacture’s technical data sheets on proposed products.

2. Manufacture’s standard form of warranty.

3. Detailed Schematic/Drawings with Engineer’s stamp where applicable.

4. Letter on manufacture’s letterhead stating that manufacturer will warrant products as specified.

! 2303 N Coral Canyon Blvd. Suite 201Washington, UT 84780! 3 of 3

COMPARISON OF OPTIONS

Fill in the following fields as are applicable to the product, material, or method type. Requests lacking relevant information will be returned without action.

Unit Cost of Product Material (must be completed)

Units Required:_______

CONTRACTOR’S REVIEW

I certify that I have checked the above documentation for the proposed Request for Substitution and warrant it to be substantially complete and accurate

SPECIFIED PRODUCT, MATERIAL, OR METHOD PROPOSED SUBSTITUTION

Description:

Product Name:

Type:

Model NO.:

Country of Manufacture:

Length of Warranty Available (Years):

Other Specified Criteria (list):

1.

2.

3.

4.

(Attach additional sheets if necessary)

UNIT______________

Total Value: $_________

Signed By:_________________________

Date: ________/_______/_____________

PROJECT MANAGER’S ACTION

Approved By:_________________________

Date: ________/_______/_____________

Request Approved

Request Denied

Request approved subject to qualifications per attached documentation.

Comments:

Unit Cost of Product Material (must be completed)

Units Required:_______

Description:

Product Name:

Type:

Model NO.:

Country of Manufacture:

Length of Warranty Available (Years):

Other Specified Criteria (list):

1.

2.

3.

4.

(Attach additional sheets if necessary)

UNIT______________

Total Value: $_________

Project Name:_______________________________________

Reason For Survey:

Item # Orig. Re-Stake

Date

Staking

Needed

Requested by: ______________________________________________________________________ Comments:

Staking Completed: ____________________________________________ ________________

(Date Completed)

Comments:

Backcharge to:

Authorized by:

ALLIANCE USE ONLY

Restaking Charges

Area will be ready for Staking

Staking Type:

(Authorized Represenative) (Company)

Type of Staking Location, Description, Station, etc.

REQUEST FOR

CONSTRUCTION

STAKING

For Review

For Construction

Boundary Survey

Utility Engineering

Right-of-Way

Grading

Structure Staking

533 E Riverside Drive, Eagle Idaho 83616

P) 435.673.8060

ALLIANCECONSULTING

SUBMITTAL DATA SHEET

CONTRACTOR

LOGO/NAME

Submittal Date: Project Name:

SUBMITTAL NO.:

Specification Reference:

Description of Submittal:

Type of Submittal (check one):

Location:

Submitted By: Date:

REVIEW ACTION BY PROJECT ENGINEER

COMMENTS:

COMMENTS:

ACTION BY:

PROJECT MANAGER

Date:

SUBMITTED TO:

Per Plans/Specification

Proposed Deviation

Proposed Substitution with Request for Substitution Form

APPROVED

APPROVED w/ CONDITIONS

DENIED

ALLIANCE CONSULTING