Attachment_A_-_General_Requirements.pdf

SASSAN MAHOBIAN, PE, LEED AP, ENV SP, PRESIDENT SET NO.

SETH GUEST, PROJECT ENGINEER

SK DESIGN GROUP, INC.

4600 COLLEGE BOULEVARD, SUITE 100

OVERLAND PARK, KS 66211

PHONE: 913-451-1818

E-MAIL ADDRESS: SASSAN@SKDG.COM, SGUEST@SKDG.COM

ST AT E OF K AN S AS

B I D & C ON ST R U C T I ON D OC U M EN T S

DEPARTMENT OF WILDLIFE AND PARKS

SHERIDAN STATE FISHING LAKE DREDGING

IMPROVEMENTS

GENERAL REQUIREMENTS

AUGUST 27, 2027

STATE OF KANSAS

mailto:SASSAN@skdg.com mailto:SGUEST@SKDG.COM

AUGUST 26, 2027 Sheridan State Fishing Lake Dredging Improvements

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CONTINGENCY

SECTION 01 0004 - CONTINGENCY

PART 1 - GENERAL

1.1 DESCRIPTION

A. This work shall cover miscellaneous extra work required during the course of construction and as directed by the Owner.

B. Work under contingency shall be authorized by the Owner.

1.2 MEASUREMENT AND PAYMENT

A. Before the extra work is performed, the Contractor shall submit a proposed price in accordance with “Changes in the Work” in the General Conditions, for approval by the Engineer. Contractor shall receive written approval from the Engineer prior to commencing the proposed extra work.

B. The Engineer will measure each Contingency item as defined in the proposed price approved in accordance with the previous paragraph.

C. Payment for each Contingency item will be in accordance with this Section.

D. Payment for Contingency shall be paid for on an extra work basis not to exceed the contract set price.

E. Contractor may not invoice for unused portion of contingency at the end of project.

PART 2 - PRODUCTS NOT USED

PART 3 - EXECUTION NOT USED

END OF SECTION 01 0004

December 5, 2005

SECTION 01 0100 - GENERAL REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. Project Scope:

1. The Contractor shall furnish all labor, supervision, equipment, materials, transportation, fuel, and, incidentals necessary to complete the dredging of Sheridan State Fishing Lake (SSFL), Sheridan County, Kansas, in accordance with the Contract Documents, Drawings, and these Specifications.

2. The project generally consists of the excavation, transport, placement, and grading of approximately 185,000 to 255,000 cubic yards of accumulated sediment from the designated dredge area within Sheridan State Fishing Lake and placement of the material within the designated on-site sediment deposition area.

3. The lake will remain dewatered during construction. A pilot channel has been established to redirect the spring flow through the project area. The Contractor shall maintain continuous flow through the pilot channel throughout construction and shall maintain the pilot channel, as necessary, to facilitate dredging operations while minimizing disruption to stream flow. Contractor shall install pipes across the pilot channel at the construction access points to the lake as shown and detailed on plans.

Prior to beginning work, the Contractor shall submit a detailed Construction Sequence Plan describing the proposed sequence of operations, sediment excavation methods, haul routes, and deposition activities for review and approval by the Owner.

4. Contractor shall remove and stockpile for later use a minimum of 6” of topsoil and 12” of overburden below the existing topsoil in the area of deposition.

5. Contractor shall install and maintain the erosion control measures shown on the drawings. The ditch checks around the deposition area, the filter dam, the sediment basin, and associated riser pipe and skimmer as detailed on the drawing shall remain on site and shall become the property of the owner after the project is completed and accepted by KDWP. The owner will remove said erosion control measures at a later date.

6. Excavation shall proceed to the elevations shown on the Drawings or until the original lake bottom is encountered whichever occurs first. The Contractor shall utilize GPS machine control, survey equipment, or other approved methods to verify excavation limits and final grades. Areas where the original lake bottom is encountered prior to reaching the design elevation shall be documented and verified by the Owner.

7. The Contractor shall transport excavated sediment to the designated on-site deposition area and place, spread, and grade the material in accordance with the Drawings and deposition design. Placement shall maintain required slopes, drainage patterns, lift thicknesses, and any other requirements identified in the Contract Documents.

8. The Contractor shall maintain all haul roads used during construction in a safe and serviceable condition throughout the project. Any damage to existing roads, access routes, or project features resulting from construction operations shall be repaired at the Contractor's expense.

9. The Contractor shall anticipate varying site conditions, including saturated soils, standing water, and weather-related delays. The Contractor shall provide sufficient equipment, personnel, , and construction methods necessary to maintain progress and achieve the required production rates and contract completion date. Contractor shall, as a minimum, use the following equipment to perform the work: One 80 Ton Class excavator, Four each 36 yard off-road dump trucks, One dozer similar to a Caterpillar D8. Contractor shall also provide all necessary crane mats for the dredging operations.

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No additional compensation will be provided for delays or inefficiencies resulting from anticipated or unanticipated site conditions.

10. Upon completion of dredging and the required surveying to verify quantities, the contractor shall spread the stockpiled topsoil and soil material over the dredged material at the deposition site.

11. Upon completion of the dredging, all disturbed areas outside the permanent sediment deposition area and below the limits of construction shall be restored to a condition equal to or better than that existing prior to construction. Areas above the normal high-water elevation disturbed by construction activities, including temporary work areas, staging areas, sediment deposition area, haul roads not designated to remain, no longer required, shall be graded to blend with surrounding terrain, seeded, stabilized, and restored as specified in the Contract Documents.

B. The Work includes, but is not limited to:

1. Mobilization and demobilization.

2. General Requirements (Bonding and Insurance)

3. Dredging of the bid quantity of sediment.

4. Surveying and Quantity Checks: Verification of existing bottom of lake and the final dredged surface by a registered land surveyor using GPS survey methods, with points shot at 25 foot intervals. Contractor is responsible for providing to the Owner and the design engineer a 3D model of the existing surface of lakebed in CAD for verification of existing conditions at the beginning of project, and a 3D model of the final dredged surface in CAD at the completion of the project to verify quantities for final payment.

Any discrepancy in existing surface shall be reported to the Owner.

5. Maintenance of the pilot channel as required and installation of permanent crossings.

6. Maintenance of haul roads through construction

7. Erosion control measures shown on the drawings

8. Site restoration and final grading of sediment removal areas.

9. Shoreline Stabilization

10. Pond Drain Modifications

11. Transport of dredged material to the designated deposition area.

12. Placement and grading of dredged material in accordance with the approved deposition design.

13. Restoration and seeding of disturbed areas outside of the lake as required by these specifications.

14. Cleanup and completion of all incidental work necessary for a complete and functional project.

C. Summary of Major Work Items

1. Dredging

a. Excavate, transport and dispose of accumulated sediment from Sheridan State Fishing Lake. Where designated on plans, excavation shall continue to the design grades shown on the Drawings or until the original lake bottom is encountered. The Contractor shall utilize GPS machine control, survey equipment, or other approved methods to verify excavation limits. The Contractor shall anticipate saturated soils and weather-related impacts and provide sufficient equipment, crane mats, and operational flexibility to maintain project progress. The Contractor shall demonstrate the capability to transport and place a minimum average production rate of 2,000 cubic yards per working day.

2. Pilot Channel Management and Crossings

a. The Contractor shall maintain continuous and uninterrupted flow through the existing pilot channel throughout the duration of construction. The pilot channel shall remain functional and shall not be blocked, filled, diverted, or otherwise obstructed in a manner that prevents the continued conveyance of spring flow through the project area.

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b. To facilitate access across the pilot channel during dredging and sediment hauling operations, the Contractor shall furnish and install the HDPE pipe crossings at the locations shown on the Drawings. Each crossing shall be constructed in accordance with the Contract Documents and shall be adequately sized, installed, backfilled, and protected to safely support the anticipated construction equipment and haul traffic while maintaining the required flow through the pilot channel.

c. The Contractor shall include the installation of the HDPE crossings, associated materials, labor, equipment, excavation, backfill, grading, removal , stabilization, and all other incidental work necessary to provide complete and functional permanent crossings in the Contract Price.

d. Under no circumstances shall the Contractor interrupt or substantially restrict the flow of the pilot channel without prior written approval from the Owner.

3. Haul Road Maintenance

a. Maintain all haul roads used during construction in a safe, stable, and serviceable condition. Perform grading, drainage improvements, dust control (if required), and repairs necessary to support continuous hauling operations throughout the duration of the project.

4. Sediment Deposition

a. Transport dredged material to the designated on-site deposition area and place, spread, and grade the material in accordance with the approved deposition design, Drawings, and Specifications. Maintain required grades, slopes, drainage patterns, and other design requirements throughout placement operations.

5. Site Restoration

a. Upon completion of construction, restore all disturbed areas above the normal high-water elevation that are not intended to remain as part of the completed project. Restoration shall include removal of temporary construction features, grading to match existing contours, repair of disturbed areas, stabilization, and cleanup to produce a neat and workmanlike finished condition.

6. Seeding

a. Seed all disturbed areas including the disposal site, the berm and swale around the disposal site, and the sediment basin.

7. Other items:

a. Other items of contract include but are not limited to erosion control, surveying, shoreline stabilization, and Pond Drain modifications as described in these specifications and shown on plans.

D. Contractor shall start work only after all materials are procured and on site or in the contractor’s possession.

E. Project Locations:

1. Sheridan State Fishing Lake:

a. Sheridan State Fishing Lake, 1448 110 East, Hoxie, KS, 67740

b. Location link: https://maps.app.goo.gl/MSDvGEXcbN6sXkKB8

1.2 STANDARD SPECIFICATIONS

A. The work shall conform to these Specifications and to the "Standard Specifications" where reference is made herein. Where reference is made in the Specifications and Contract Documents to "Standard Specifications," it shall mean that the reference is made to the current edition of the Standard Specifications for State Road and Bridge Construction, Kansas Department of Transportation.

https://maps.app.goo.gl/MSDvGEXcbN6sXkKB8

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1.3 DEFINITION

A. KDWP: Kansas Department of Wildlife and Parks

B. Engineer/Project Manager: Where the word “Engineer/Project Manager” is used throughout the Contract Documents, it shall be understood to mean SKD Engineering Services Project Manager.

C. Project Manager: Where the word “Project Manager” is used throughout the Contract Documents, it shall be understood to mean KDWP Engineering Services Project Manager.

D. Owner: Where the word “Owner” is used throughout Contract Documents, it shall be understood to mean KDWP.

1.4 CONTRACTOR ACKNOWLEDGEMENTS

A. The Contractor is responsible for inspecting the existing facilities and verifying all site conditions.

B. The Contractor is responsible for reviewing all Contract Documents and verifying all quantities before submitting the bid.

1.5 CONTRACTOR QUALIFICATIONS

A. The Contractor shall have been in business for a minimum of seven (7) successive years.

B. The contractor shall be capable of providing evidence of successfully completed five (5) projects of comparable complexity and scope.

C. The Contractor shall be able to self-perform all work phases of the project.

1.6 TIME OF COMPLETION

A. Calendar Days: Contractor agrees, if awarded the Contract, to complete the Work of the Contract within 135 calendar days form the “Notice to Proceed” issued by KDWP Project Manager.

B. Typical working days: Monday through Friday; 7am to 5pm. No work will be permitted outside of these hours without written approval from the KDWP Project Manager and local staff

C. No work will be allowed on national holidays without written approval from Project Manager.

D. Calendar Completion Date:

1. Complete all work necessary to open the Project to unrestricted traffic within the calendar days allotted in the Contract Documents or before the calendar completion date expires, including authorized time extensions (if any). Complete all remaining, unfinished contract pay items, subsidiary items, incidental work, extra work, final cleanup, and final punch list within the calendar days remaining (if any), within the

00 0000 - 5 days remaining before the calendar completion date expires (if any), and within the Cleanup Time set by the project special provision

2. The Project Manager will increase the number of calendar days and extend the calendar completion date if the Contractor proves one of the following:

a. Unusually severe weather delayed the Project completion as provided in this subsection. Unusually severe weather is adverse weather that at the time of year in which it occurred is abnormal for the place in which it occurred. For unusually severe weather to delay Project completion and warrant additional time under this subsection, the Contractor must have a schedule showing the controlling item(s) of work and delay to the controlling item(s) of work at the time of the unusually severe weather. In addition, the Contractor must show unusually favorable weather at other times of the year failed to diminish, mitigate, or overcome the delay caused by the unusually severe weather.

b. An Act of God delayed the Project completion.

c. The Project Manager has sole discretion to determine whether to give a time extension under this subsection. Contractor must submit monthly, in writing, any request for additional weather days to be considered by the Project Manager.

d. Substantial Completion is defined as: All products furnished, installed, and work completed in accordance with the contract documents with exception of deficient items noted on final inspection.

e. Liquidated Damages Amount: Liquidated damages for the Project are established at the rate of $1,500.00 per day until the completion of the project including all punch-list items.

1.7 PAYMENTS TO CONTRACTOR

A. The Contractor shall submit a Schedule of Values of Unit Costs of all work items making up the bid total before the project ensues.

B. The Contractor shall submit to the Project Manager a request for payment on a KDWP pre-approved document. If requested, the statement shall be supported by such evidence as may be required, showing the Contractor's right to the payment claimed.

C. Request for payment for preparatory work and materials delivered and suitably stored at the site to be incorporated into the work at some future period, will be given due consideration. The Project Engineer/Project Manager may, under certain circumstances, approve payment up to ninety percent (90%) of the value of manufactured products delivered to a suitable warehouse at or near the locale of the project. Contractor assumes all risks associated with stored products and is responsible for any damage that may occur.

D. Payments by the Owner will be due within thirty (30) days after receipt of certified request for payment from the Project Engineer/Project Manager.

E. Ten percent (10%) of the Work Completed to Date will be retained on each payment request until final completion and acceptance of all Work covered by the Contract.

F. Retainage will be released on any undisputed payment within thirty (30) days after Substantial Completion of the project.

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1.8 CHANGE ORDERS

A. Owner and Contractor shall execute appropriate Change Orders covering:

1. Changes in Contract Price or Contract Times which are agreed to by the parties, in writing, including any undisputed sum or amount of time for Work performed in accordance with a Work Change Order.

2. Changes in the Work shall include any modifications that are (a) directed by the Owner,

(b) mutually agreed upon by the parties, or (c) issued pursuant to the Architect/Engineer decision. Changes involving design matters, including those reflected in the Drawings, Specifications, or other Contract Documents, or involving other technical considerations, shall be subject to the Architect/Engineer’s recommendation and owners’ approval in writing. Changes in the Contract Price or Contract Times or other changes which embody the substance of any final binding results.

3. Request for changes in Contract Time shall be submitted monthly. Changes in Contract Time not submitted monthly shall not be considered.

B. No changes in the work covered by the Contract Documents shall be made without having such change executed by Contract Change Order and approved in writing by the Owner/ Project Manager in advance the work.

Any work completed by the Contractor, outside the original project scope, without written approval from the Owner, will be deemed as a waiver by the Contractor for additional compensation for said work.

C. The Percentages for Overhead and Profit applied to change orders shall be negotiated and may vary according to the nature, extent, and complexity of the work involved; however, in no case shall they exceed 10% Overhead and 10% Profit.

1. Change-order pricing shall be based on documented, itemized actual costs, not on marked-up or estimated costs.

2. Subcontractors may include overhead and profit within their submitted pricing for change-order work, provided such amounts are based on their actual costs.

3. When subcontracted work is incorporated into a change order, the General Contractor may apply markup only to cover its own overhead and profit, and only on the direct cost of the subcontracted work.

4. Markup shall not be applied to subcontractor overhead or profit, and no additional “markup on markup” is permitted.

5. All change-order requests shall include detailed labor, material, equipment, and subcontractor breakdowns, with the General Contractor’s overhead and profit shown as separate line items.

1.9 PRE-CONSTRUCTION

A. Requirements: Prior to starting construction, the following items shall be completed.

1. Receipt of “Purchase Order” from State of Kansas, Division of Purchases.

2. Contractor’s completion of a Pre-Construction Meeting with KDWP personnel.

3. Receipt of “Notice to Proceed” from KDWP Engineering Services Section.

4. Progress Schedule: The contractor will provide a progress schedule either at the pre-construction meeting or within 10 business days before the anticipated beginning of work on the project. Plan and organize the work to meet the Contract Time. An adjusted schedule may be required should the work fall behind the latest schedule by 14 Calendar days and/or if a planned sequencing change is required to complete the work within the Contract Time.

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1.10 SUBMITTALS

A. Addressing of Submittals: Points of Contact for submittals, notifications, and reports required by the Specifications and Conditions of the Contract will be provided at the time of award.

B. Format and Identification: Project name shall be on all submittals. Submittals shall be approved by the General Contractor prior to submittal to the Engineer/Project Manager.

All copies shall have an indication of General Contractor approval.

C. Marking and Legibility: Submittals in the form of manufacturer’s standard preprinted data and brochures shall be suitably marked by Contractor to designate the information, materials, and products applicable to the Project.

D. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Engineer/Project Manager’s receipt of submittal.

1. Initial Review: Allow 7 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Engineer/Project Manager will advise Contractor when a submittal being processed must be delayed for coordination.

2. Resubmittal Review: Allow 5 days for review of each resubmittal.

1.11 GENERAL GUARANTEE

A. The Contractor shall remedy and make good all defective workmanship and materials and pay for any damage to other work or property resulting therefrom, which appear within a period of one year from the date of final project completion, providing such defects are not clearly due to abuse or misuse by Owner. The Owner will give notice of observed defects with reasonable promptness. The one (1) year period will not apply to defective workmanship and materials not discovered within the one-year period.

B. Neither the Certificate of Substantial Completion, Final Certificate for Payment, nor any provision in the Contract Documents, nor partial or entire occupancy of the premises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any expressed warranties or responsibility for faulty materials or workmanship.

C. The guarantee on all work covered under this contract shall begin on the date of final project completion/acceptance. Any additional work in this area shall be considered warranty work by the Contractor.

D. Where guarantees or warranties are required in sections of specifications for period more than one year, such longer terms shall apply.

E. Within nine months after official acceptance of the Project, the Owner, the Contractor, the Project Engineer/Project Manager, and the Owner’s Representative shall conduct a full inspection of the completed project, and the Contractor shall promptly correct all items noted.

F. If, within one year after the date of final completion of the work or designated portion thereof, or after the date for commencement of warranties, or by terms of an applicable special warranty required by the Contract Documents, any of the work is found not to be in accordance with the requirements of the Contract Documents, the Contractor shall

00 0000 - 8 correct it promptly after receipt of written notice from the Project Engineer/Project Manager/Owner to do so unless the Project Engineer/Project Manager/Owner has previously given the Contractor a written acceptance of such condition.

G. Nothing contained in this Article shall be construed to establish a period of limitation with respect to other obligations which the Contractor might have under the Contract Documents. Establishment of time period of one year as described in this Article relates only to the specific obligation of the Contractor to correct the Work and has no relationship to the time with which the obligation to comply with the Contract documents may be sought to be enforced, nor to the time within which proceedings may be commenced to establish the Contractor’s liability with respect to his obligations other than specifically to correct the Work.

1.12 GUARANTEES AND WARRANTIES

A. General: Provide guaranties and warranties in accordance with the General Conditions of the Contract and as required by the Specifications.

B. Submittal: Points of Contact for submitting warranties and guarantees shall be provided at the time of award.

1.13 MATERIAL, EQUIPMENT, AND SUBSTITUTIONS

A. Materials and Products: In general, the Contract Documents identify the required materials and equipment by naming one or more manufacturer’s brand name, model number, catalog number, or other similar proprietary identification. Where one or more proprietary identifications or manufacturers is listed for a category of material and equipment, the intent is that the Contractor may provide any of those listed. Bids shall be based on Contractor providing only those materials and equipment named and identified in the Contract Documents.

B. Material Quality: Contractor provided material and equipment shall be new, unused, and undamaged when delivered to the site.

C. Substitutions: Materials and equipment not named in the Contract Documents which the Contractor wishes to provide will be considered as a substitution in accordance with the following procedures and conditions and may be provided only when approved by the Owner.

1. Substitution Requests: When request for substitution is made after execution of the

Contract, Contractor shall request it in writing and it shall be accompanied by complete information to allow Owner’s analysis including, manufacturers and product identification, technical data including performance, dimensional and operational characteristics, cost data impact on time for completion, samples, and other information necessary for analysis. Include an itemized comparison of the qualities and characteristics of the specified item versus those of the substitution item. Submit a copy of request and accompanying information and clearly identify as “Request for Substitution” followed by appropriate Project Name.

2. Owner will consider substitutions only under one or more of the following conditions:

a. Required for compliance with subsequent interpretations of code requirements.

b. Unavailability of a specified item, through no fault of Contractor.

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c. Subsequent information discloses inability of specified item to perform properly or fit in designated space.

d. Manufacturers or fabricators refuse to certify, guarantee, or warranty performance of specified item.

e. When the Owner determines that in his judgment a substitution would be substantially to the Owner’s best interest in terms of cost, time, or other considerations.

3. Contractor’s Representations: By submitting a request for substitution, Contractor represents the following:

a. Proposed substitution has been personally investigated by Contractor.

b. The substitute material or equipment carries the same or better warranty or guarantee as the specified item.

c. Cost data presented is complete and includes all related costs under the

Contract, and Contractor waives all claims for additional costs related to the substitution and the Project which subsequently become apparent.

d. Installation of an approved substitution shall be coordinated with all portions of the Work, and that changes as may be necessary shall be made so that the Work is complete in all respects.

1.14 TEMPORARY FACILITIES AND CONTROLS

A. General: Contractor shall provide temporary facilities and controls necessary to complete the Work. Remove Contractor provided temporary facilities and controls upon completion of the Work and sooner when no longer needed.

B. Contractor’s Field Office and Storage: Space for a field office within the work area is acceptable. An exterior area to accommodate a field office or material storage at the work site, if requested by Contractor, will be provided at a location to be designated by the Owner. Owner is not responsible for safe keeping or protection of materials of equipment stored on Owner’s property.

C. Equipment: Equipment left on site shall be stored in staging area approved by KDWP.

D. Toilet Facilities: Not provided.

E. Water: Not provided.

F. Electric and Lighting: Not provided.

A. Telephone: Not provided.

1.15 ADDITIONAL REQUIREMENTS

A. Existing Facilities: The Contractor shall take all necessary precautions to insure against damage to existing facilities and their contents. Any damaged items shall be repaired or replaced by the Contractor at no additional cost to the Owner.

B. Protection of Work: The Contractor shall take all necessary precautions to insure against damage to Products and Work. Any damaged items shall be replaced, or repaired, to eliminate evidence of repair, at no additional cost to the Owner.

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C. Project Maintenance: Remove debris and rubbish from the work site as frequently as necessary to avoid safety hazards and unsightliness, and at the end of each workday.

D. The Contractor shall carefully preserve all monuments, benchmarks, property markers, reference points, and stakes. In case of his destruction thereof, the Contractor will be charged with the expense of replacement and shall be responsible for any mistake or loss of time that may be caused. In the cases of permanent monuments or benchmarks which must be removed or disturbed, the Contractor shall furnish material and assistance for the proper replacement of such monuments or benchmarks.

1.16 INSPECTIONS

A. Inspections: Inspections will be conducted by the Engineer/Project Manager (or the designated representative) as frequently as deemed necessary.

B. Notifications: The Contractor shall give the Project Manager a minimum of 24 (twenty-four) hour notice prior to any concrete pours or concealment or covering for inspection purposes.

C. Inspections conducted by the Engineer/Project Manager (or the designated representative) does not relieve Contractor from compliance of Contract Documents.

D. The contractor shall not commence disposal of material until all erosion control measures are in place and approved by the Owner's Representative.

1.17 SALVAGE & EXISTING FACILITIES

A. Salvage: KDWP shall have first rights of refusal for all removed equipment and materials, including but not limited to electrical distribution equipment and water hydrants. Any items not claimed by KDWP (as indicated by a signed document by KDWP Project Manager) are to be removed and legally disposed of by the Contractor.

B. Existing underground wiring is generally to be abandoned in place, except where removal is necessary to coordinate with new installation. Where existing wiring to be abandoned in place rises from the ground, it is to be removed down to its normal burial depth so as not to be exposed near the ground surface.

C. Existing Facilities: The Contractor shall take all necessary precautions to insure against damage to existing facilities and their contents. Any damaged items shall be repaired or replaced by the Contractor at no additional cost to the Owner.

D. Utilization of Materials: All materials, including rock excavated from the work or structures removed from the site, not belonging to other parties, and not required for new construction, shall be and remain the property of the Owner and shall be delivered and neatly piled by the Contractor at a point designated by the Owner/Engineer/Project Manager. Such material shall be considered in the custody of the Contractor until delivered at the place designated and the Contractor shall be held responsible for its care and protection and must make good any losses occasioned by damage, theft, or misappropriation while it is on the work site or enroute to the place of storage.

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1.18 TREE AND PLANT PROTECTION

A. All trees and other vegetation which must be removed to perform the work shall be removed and stored at the location identified on the plans; however, no trees or cultured plants shall be unnecessarily removed unless their removal is indicated on the drawings. All trees and plants not removed shall be protected against injury from construction operations.

B. The Contractor shall take extra measures to protect existing trees, such as erecting barricades or fences around the drip line, and trimming low hanging branches to prevent damage from construction equipment. Barricade or fence shall not be removed without consent of the Engineer. Where encroachment by vehicles or equipment is expected within the drip line of the tree, the contractor will be required to place at least a 6 inches layer of organic mulch on top of the affected area to offset possible compaction. Such trees shall not be endangered by stockpiling excavated material or storing equipment within the drip line of the tree. No backfill material exceeding 4 inches in depth shall be placed within the drip line area of any tree designated to be preserved without prior consent from the Engineer.

1.19 PRE-FINAL AND FINAL CONSTRUCTION REVIEW

A. At Contractor’s request, Owner/Engineer/Project Manager will make pre-final construction review to determine if to the best of its knowledge project is completed in accordance with Contract Documents.

B. Items found by Owner/Engineer/Project Manager as not complete or not in accordance with requirements of contract will be outlined in report to Owner/Engineer/Project Manager.

Contractor shall complete and/or correct these items, before notifying Owner/Engineer/Project Manager that it is ready for final review.

C. At final construction review, Contractors shall be present or shall be represented by a person of authority. Each shall demonstrate, as directed by Owner/Engineer/Project Manager, that work complies with purpose and intent of contract documents and shall provide labor, services, instruments, or tools necessary for such demonstrations and tests.

PART 2 - PRODUCTS – NOT USED

PART 3 - EXECUTION – NOT USED

END OF SECTION 01 0100

SECTION 01 2200 - SCHEDULE OF BID PRICES

A single contract will be awarded for the “Project as a Whole”. This project involves the removal of accumulated sediment from Sheridan State Fishing Lake through the excavation and placement of dredged material within a designated on-site deposition area. The project includes sediment removal, haul operations, maintenance of haul roads, tree protection, pilot channel management, modifications to the pond drain shown on the plans, shoreline stabilization along the west side of the lake as shown on the plans, erosion control measures shown on the plans, maintenance of erosion control measures and the required record keeping deposition area grading, and final site restoration at Sheridan State Fishing Lake in accordance with the Construction Documents as prepared by KDWP & SK Design Group, Inc. and Project Manager for a total lump sum price.

DESCRIPTION: BASE BID LUMP SUM PRICE

Sheridan State Fishing Lake Dredging Improvement Project

Each Bid Unit Cost includes an amount considered by Bidder to be adequate to cover all labor, materials, Contractor’s overhead, and profit for each separately identified item.

Estimated plan quantities are not guaranteed. The Contractor is responsible for understanding site conditions and verifying all quantities.

BASE BID UNIT COST RATES (included in the Lump Sum Price)

Item DESCRIPTION: EST. QTY UNIT

UNIT

PRICE

TOTAL

PRICE

1 Mobilization, Demobilization, & General Requirements 1 LS

2 Dredging, Excavation, Transport, & Placement of Sediment 185,000 CY

Pilot Channel Crossings, Erosion Control, Sediment Basin, Final Clean Up 1 LS

4 Surveying & Quantity Checks 1 LS 5 Shoreline Stabilization (KDOT Light 24") 335 SY 6 Pond Drain Modifications 1 LS 7 Temporary Seeding 20 Acres

8 Permanent Seeding Deposition & Traffic Areas 20 Acres

9 Permanent Seeding Campgrounds & Pedestrian Areas 3 Acres

10. Subtotal Base Bid (Items #1-9)

11. Contingency (As Authorized by Owner) $100,000 .00

12. Total Bid (Item #10-11)

The project also includes two ad alternates. First add alternate is dredging and disposal of additional sediment shown on plans. Second add alternate is stabilization of an area on the dam as shown on the plans

ADD ALTERNATES-UNIT COST RATES

Item DESCRIPTION: EST. QTY UNIT

UNIT

PRICE

TOTAL

PRICE

1 Additional dredging and disposal 70,000 CY 2 RipRap on dam (KDOT Light 24") 3000 SY

END OF SECTION 01 2200

December 5, 2005

SECTION 01 5713 - TEMPORARY EROSION AND SEDIMENT CONTROL AND SWPPP

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes:

1. Silt fence erosion protection.

2. Construction entrance

3. Rock filter berm

4. Rock ditch check

5. Sediment basin

6. Stream crossing

B. Related Sections:

1. Section 311000 – Site Clearing.

2. Section 312000 – Earth Moving.

3. Storm Water Pollution Prevention Plan (SWPPP) included in this project manual is part of the contract and Contractor is responsible for all items indicated therein.

1.2 QUALITY ASSURANCE

A. Regulatory Requirements;

1. Comply with all requirements, exemptions, regulations and outflow sampling requirements set forth by local and state agencies.

2. The plans and specifications show the minimum required erosion control measures. Contractor is responsible for providing any additional measures necessary to protect the downstream facilities from silt runoff.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Silt Fence Fabric: Synthetic filter fabric or a pervious sheet of polypropylene, nylon, polyester, or polyethylene yard, containing ultraviolet ray inhibitors and stabilizers providing a minimum of six months usable construction life at a temperature range from 0 to 120 degrees F., and meeting the following requirements:

1. Sediment retention efficiency: Not less than 85 percent.

2. Grab strength at 20 percent maximum elongation:

a. Standard strength fabric: 30 pounds per lineal inch.

b. Extra strength fabric: 50 pounds per lineal inch.

3. Flow rate: Not less than 0.30 gallons per square foot per minute.

B. Silt Fence Posts: Contractor has option of the following:

1. 2 inch diameter pine.

2. 1.33 pound per lineal foot steel posts a minimum of 4 feet in length.

a. Steel posts shall have projections for fastening the fabric.

C. Provide aggregate and/or rock sizes indicated in plans for construction entrance, rock filter berm, rock ditch check, and stream crossing.

D. Provide material, labor and equipment to construction temporary sediment basin as indicated in plan.

December 5, 2005

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verification of Conditions: Examine areas and conditions under which Work is to be performed and identify conditions detrimental to proper and timely completion:

1. Do not proceed until unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. Install erosion control devices at locations indicated on Drawings, and where required to protect adjacent and downstream properties from damage and pollution resulting from erosion caused by the Work of this Contract.

1. Implement erosion control measures indicated on Drawings and additional erosion control measures necessary to prevent damage to adjacent and downstream properties.

B. Install silt fence located along perimeter of Site or grading limits immediately following site clearing operations specified under Section 311000.

1. Install silt fence fabric from a continuous roll for the length of the silt fence whenever possible to minimize the number of joints.

a. Create joints in fabric by securely fastening fabric at the support post with overlap extending to the next post.

2. Drive support post into ground not less than 18 inches.

3. Excavate a 4 inch wide by 8 inch deep trench on up-slope side of silt fence.

a. Line trench with silt fence fabric materials.

b. Backfill trench with soil or gravel.

3.3 MAINTENANCE

A. Check silt fences after each rainfall event to ensure that they are in proper working order:

1. Check embankments and spillways for erosion, settlement or other damage.

2. Immediately make all necessary repairs.

B. Inspect silt fences at least once a week.

1. Immediately replace damaged portions of the silt fences, including portions which have collapsed, contain tears, have decomposed, or have become ineffective.

C. Remove sediment deposits as necessary to provide adequate sediment storage and to maintain the integrity of fences.

D. Maintain erosion control devices in places as specified until Site is stabilized by pavement, vegetation, or other means.

E. After site is stabilized, remove erosion control devices, sediment, and debris from Site prior to final grading specified under Section 312000.

F. Sediment basin and rock ditch checks are to remain after the completion of work

December 5, 2005

3.4 SWPPP

A. A Storm Water Pollution Prevention Plan (SWPPP), follows this section. To be completed after project is awarded.

B. The General Contractor shall be responsible for meeting the requirements of the SWPPP and the land disturbance plans.

C. SWPPP Coordinator shall be the Contractor or someone hired by the Contractor.

D. The Coordinator shall be responsible for the inspection and maintenance of the erosion control measures in accordance with the SWPPP.

E. Contractor shall be responsible for employee training per the SWPPP.

END OF SECTION 01 5713

Stormwater Pollution Prevention Plan (SWPPP) Sheridan State Fishing Lake Dredging Improvements

For Construction Activities At:

Sheridan State Fishing Lake Dredging Improvements 1448 110 East

Hoxie, Kansas 67740

SWPPP Prepared For:

Kansas Department of Wildlife and Parks Brandon L. Jacobs

Engineering Division 2301 E. 13th Street

Hays, KS 67601 785-631-0660

Brandon.Jacobs@ks.gov

SWPPP Prepared By:

SK Design Group, Inc.

Sassan Mahobian

4600 College Blvd., Suite 100 Overland Park, KS 66211

913-451-1818 sassan@skdg.com

SWPPP Preparation Date:

September 17, 2026 Estimated Project Dates:

Project Start Date: November 2026 Project Completion Date: May 2027

Contents

SECTION 1: CONTACT INFORMATION/RESPONSIBLE PARTIES

1.1 Operator(s) / Subcontractor(s)

1.2 Stormwater Team (Contractor to provide team information)

SECTION 2: SITE EVALUATION, ASSESSMENT, AND PLANNING

2.1 Project/Site Information

2.2 Discharge Information

2.3 Nature of the Construction Activities

2.4 Sequence and Estimated Dates of Construction Activities

2.5 Site Maps

SECTION 3: DOCUMENTATION OF COMPLIANCE WITH OTHER FEDERAL REQUIREMENTS

3.1 Endangered Species Protection

3.2 Historic Preservation

SECTION 4: EROSION AND SEDIMENT CONTROLS

4.1 Perimeter Controls

4.2 Sediment Track-Out

4.3 Stockpiled Sediment or Soil

4.4 Minimize Dust

4.5 Minimize Steep Slope Disturbances

4.6 Topsoil

4.7 Soil Compaction

4.8 Storm Drain Inlets

4.9 Stormwater Conveyance Channels

4.10 Sediment Basins

4.11 Other Stormwater Controls

4.12 Site Stabilization

SECTION 5: POLLUTION PREVENTION STANDARDS

5.1 Potential Sources of Pollution – Construction Site Pollutants

5.2 Spill Prevention and Response

5.3 Fueling and Maintenance of Equipment or Vehicles

5.4 Washing of Equipment and Vehicles

5.5 Storage, Handling, and Disposal of Building Products, Materials, and Wastes

5.6 Washing of Applicators and Containers used for Paint, Concrete or Other Materials

5.7 Fertilizers

SECTION 6: INSPECTION, MAINTENANCE, AND CORRECTIVE ACTION

6.1 Inspection Personnel and Procedures

6.2 Corrective Action

6.3 Delegation of Authority

SECTION 7: TRAINING

SECTION 8: CERTIFICATION AND NOTIFICATION

SWPPP APPENDICES

CONTACT INFORMATION/RESPONSIBLE PARTIES

Operator(s) / Subcontractor(s)

Operator(s):

Insert Company or Organization Name (Contractor’s information when available) Insert Name Insert Address Insert City, State, Zip Code Insert Telephone Number Insert Fax/Email Insert area of control (if more than one operator at site)

Subcontractor(s):

Insert Company or Organization Name Insert Name Insert Address Insert City, State, Zip Code Insert Telephone Number Insert Fax/Email Insert area of control (if more than one operator at site)

Emergency 24-Hour Contact:

Insert Company or Organization Name Insert Name Insert Telephone Number

Stormwater Team (Contractor to provide team information)

Name and/or position, and contact Responsibilities Insert name of responsible person Insert Position Insert Telephone Number Insert Email

Insert Responsibility

Insert name of responsible person Insert Position Insert Telephone Number Insert Email

Insert Responsibility

Insert name of responsible person Insert Position Insert Telephone Number Insert Email

Insert Responsibility

SITE EVALUATION, ASSESSMENT, AND PLANNING

Project/Site Information

Project Name and Address Project/Site Name: Sheridan State Fishing Lake Dredging Improvements Project Street/Location: 1448 110 East City State Zip Code: Hoxie, Kansas 67740 County or Similar Subdivision: Sheridan County

Additional Project Information

Is the project/site located on Indian country lands, or located on a property of religious or cultural significance to an Indian tribe? Yes No

If yes, provide the name of the Indian tribe associated with the area of Indian country (including the name of Indian reservation if applicable), or if not in Indian country, provide the name of the Indian tribe associated with the property: Not applicable

If you are conducting earth-disturbing activities in response to a public emergency, document the cause of the public emergency (e.g., natural disaster, extreme flooding conditions), information substantiating its occurrence (e.g., state disaster declaration), and a description of the construction necessary to reestablish effective public services: Not applicable

Discharge Information

Does your project/site discharge stormwater into a Municipal Separate Storm Sewer System (MS4)?

☐ Yes ☒ No

Are there any waters of the U.S. within 50 feet of your project’s earth disturbances?

☒ Yes ☐ No

Nature of the Construction Activities

General Description of Project

Provide a general description of the nature of your construction activities, including the age dates of past renovations for structures that are undergoing demolition:

Dredging of existing Sheridan State Fishing Lake.

Size of Construction Site

Size of Property: 48 acres

Total Area Expected to be Disturbed by Construction Activities: 16 acres

Type of Construction Site (check all that apply):

☐ Single-Family Residential ☐ Multi-Family Residential ☒ Commercial ☐ Industrial

☐ Institutional ☐ Highway or Road ☐ Utility ☐ Other ____________________________

Sequence and Estimated Dates of Construction Activities The project will be constructed in a single phase Site Maps

See contract drawing sheets C5.0, C5.1, C5.2 and C5.3.

DOCUMENTATION OF COMPLIANCE WITH OTHER FEDERAL REQUIREMENTS

Endangered Species Protection Eligibility Criterion

Under which criterion listed in Appendix D are you eligible for coverage under this permit?

☒ Criterion A: No ESA-listed species and/or designated critical habitat present in action area. Using the process outlined in Appendix D of this permit, you certify that ESA-listed species and designated critical habitat(s) under the jurisdiction of the USFWS or NMFS are not likely to occur in your site’s “action area” as defined in Appendix A of this permit.

Historic Preservation Appendix E, Step 1

Do you plan on installing any of the following stormwater controls at your site? Check all that apply below, and proceed to Appendix E, Step 2.

https://www.epa.gov/sites/production/files/2017-02/documents/2017_cgp_final_appendix_d_-_endangered_species_reqs_508.pdf

Dike

Berm

Catch Basin

Pond

Stormwater Conveyance Channel (e.g., ditch, trench, perimeter drain, swale, etc.)

Culvert

Other type of ground-disturbing stormwater control: Dredging of existing Sheridan State Fishing Lake.

(Note: If you will not be installing any ground-disturbing stormwater controls, no further documentation is required for Section 3.2 of the Template.)

Appendix E, Step 2

If you answered yes in Step 1, have prior surveys or evaluations conducted on the site already determined that historic properties do not exist, or that prior disturbances at the site have precluded the existence of historic properties? YES NO

If yes, no further documentation is required.

EROSION AND SEDIMENT CONTROLS

Perimeter Controls

Install sediment controls along any perimeter areas of the site that will receive pollutant discharges.

• Remove sediment before it has accumulated to one-half of the above-ground height of any perimeter control.

• Exception. For areas at “linear construction sites” (as defined in Appendix A) where perimeter controls are infeasible (e.g., due to a limited or restricted right-of-way),implement other practices as necessary to minimize pollutant discharges to perimeter areas of the site.

Sediment Track-Out

Minimize sediment track-out.

• Restrict vehicle use to properly designated exit points;

• Use appropriate stabilization techniques at all points that exit onto paved roads.

Exception: Stabilization is not required for exit points at linear utility construction sites that are used only episodically and for very short durations over the life of the project, provided other exit point controls are implemented to minimize sediment track-out;

• Implement additional track-out controls as necessary to ensure that sediment removal occurs prior to vehicle exit; and

• Where sediment has been tracked-out from your site onto paved roads, sidewalks, or other paved areas outside of your site, remove the deposited sediment by the end of the same business day in which the track-out occurs or by the end of the next business day if track-out occurs on a non-business day. Remove the track-out by sweeping, shoveling, or vacuuming these surfaces, or by using other similarly effective means of sediment removal. You are prohibited from hosing or sweeping tracked-out sediment into any stormwater conveyance, storm drain inlet, or water of the U.S.

Stockpiled Sediment or Soil

Manage stockpiles or land clearing debris piles composed, in whole or in part, of sediment and/or soil:

• Locate the piles outside of any natural buffers and away from any stormwater conveyances, drain inlets, and areas where stormwater flow is concentrated;

• Install a sediment barrier along all downgradient perimeter areas;

• For piles that will be unused for 14 or more days, provide cover or appropriate temporary stabilization;

• You are prohibited from hosing down or sweeping soil or sediment accumulated on…