Attachment_A_-_Plans.pdf

PDF 4 MB Posted Apr 23, 2026

Attached to: Rock Quarry Road Improvements
Solicitation number: EVT0010806
Issued by: Butler County, Kansas

About this file

Written by GovTribe AI · Apr 27, 2026

This is a construction plan document for the Kansas Department of Wildlife and Parks (KDWP) detailing road improvements at El Dorado State Park in Butler County, Kansas. The project involves improvements to Rock Quarry Road, including removal and replacement of approximately 450 linear feet of asphalt pavement (6 inches thick with 24-foot width and 2-foot rock shoulders), installation of an 8-foot by 4-foot by 65-foot reinforced concrete box (RCB) culvert to replace an existing 48-inch corrugated metal pipe culvert at station 13+54, removal and salvage of existing riprap with installation of approximately 650 tons of replacement riprap (350 tons of KDOT Light 18" class and 300 tons of KDOT Class 200), removal of existing guardrail sections and installation of new guardrail (both W-beam and thrie-beam configurations), and clearing of trees and vegetation from the top of bank to the edge of water. The project is located at El Dorado State Park with coordinates and control points established for construction staking, with primary contacts including Brett Blackburn and Brandon Jacobs from KDWP Engineering Services and Jacob Riley, Park Manager.

The project plans, prepared as of April 2026, establish multiple construction requirements and specifications including coordination with KDWP personnel to maintain public access during construction, phasing of work to accommodate park accessibility during holiday weekends, compliance with Kansas One-Call System notification (minimum 2 full working days prior to construction), erosion control best management practices, traffic control conforming to the Manual on Uniform Traffic Control Devices (MUTCD) and Kansas Department of Transportation standards, and contractor responsibility for utility location verification, material transportation and storage, construction staking, and all labor and equipment. The contractor is responsible for any damage to existing utilities or facilities, must maintain positive drainage throughout the project duration, and is required to coordinate onsite material storage with KDWP. Asphalt pavement specifications include a 2-inch surface lift and 4-inch base lift with tack coat application, while all concrete work shall conform to grade 4.0 (AE) specifications with reinforcing meeting ASTM A615, Grade 60 requirements.

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File	Type	Posted
Rock_Quarry_Road_Improvements.pdf	PDF	Apr 23, 2026
EVT0010806_-_Rock_Quarry_Road_Improvements_-_RFQ.pdf	PDF	Apr 23, 2026

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C1.0 Title Sheet

ROCK QUARRY ROAD IMPROVEMENTS

EL DORADO, KANSAS

PROJECT LOCATION MAP

April 2026

EL DORADO STATE PARK

BUTLER COUNTY

PROJECT LOCATION

El Dorado Lake

City of El Dorado

Myers Rd

Bo ul de r B lu ff

PROJECT MANAGERS:

Brett Blackburn, Chief Engineer Kansas Dept. of Wildlife and Parks Engineering Services 1020 S. Kansas Ave, Room 200 Topeka, KS 66612

Office: (785) 296-8404

Brandon Jacobs, Engineering Services Kansas Dept. of Wildlife and Parks Engineering Services 512 SE 25th Ave Pratt, KS 67124

Office: (785) 631-0660

U S

OWNER CONTACT INFORMATION:

EL DORADO STATE PARK :

Jacob Riley, Park Manager El Dorado State Park 618 NE Bluestem Rd El Dorado, KS 67042

Office: (316) 321-7180

C1.0 TITLE SHEET

C2.0 GENERAL NOTES AND SPECIFICATIONS

C3.0 PLAN AND PROFILE

C4.0 DETAILS

SHEET INDEX

Walnut Valley Sailing Club

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I-3

R ai lr oa d

Rock Cuarry Rd

1. These notes, and other drawing notes contained herein, are provided to meet specific requirements and supplement the project specifications. These notes neither replace nor override the provisions and requirements of the project specifications.

2. The means of the work and the safety of the Contractor's employees are solely the responsibility of the Contractor. The Contractor has a contractual obligation to comply with all applicable laws and regulations including those of OSHA. At no time will either the Owner or the Owner's representative take responsibility for the means of the work or the safety of the Contractor's employees.

4. The Contractor shall coordinate work with the Owner to minimize disruption to the Owner's facilities. Once the work has been started, the Contractor shall complete the work without any interruptions. Construction activities are to be limited to the immediate work site. A staging and storage area will be available for the Contractor's use on site.

5. Construction staking shall be the responsibility of the Contractor.

6. The location, size, and depth of existing, buried utilities are generally not shown. Locations shall be field verified based on observable surface features such as manholes, valve boxes, evidence of trenches, field marking, etc. wherever possible. Excavations have not been made to verify locations or depth of buried utilities. The exact location and elevation of all utilities must be determined by the Contractor. It shall be the duty of the Contractor to ascertain whether any additional facilities other than those shown on the plan may be present. The Contractor shall contact "Kansas One Call System, Inc." (1-800-344-7233) a minimum of 2 full working days prior to the start of construction for notification of utility owners and field location of all utilities. The Contractor shall verify the elevation of possible conflicting utilities prior to construction. Overhead utilities and underground services generally are not shown.

7. The Contractor shall furnish all labor, equipment, materials, and tools necessary to completely perform the work in a safe, expeditious, and workmanlike manner. All work shall be done to the lines, slopes, and grades indicated on the Construction Drawings. The Contractor shall visit the site and familiarize himself/herself with the existing conditions before submitting his/her bid.

8. The Contractor shall install materials per the Manufacturer's recommendations unless noted otherwise. The Contractor accepts full responsibility for the proper handling and installation of materials.

9. The Contractor is responsible for the transportation, unloading, storage, and management of all materials unless noted otherwise. The Contractor shall coordinate onsite storage with the Owner.

10. Trees and shrubs within the construction limits shall be cleared and grubbed as required to complete construction. All project waste, including trees, rubble from miscellaneous structures, abandoned pipes, excess excavation, etc. shall be disposed of offsite, at locations provided by the Contractor.

11. Unless noted otherwise, existing utilities are to remain and shall be protected by the Contractor during construction. The Contractor shall exercise care to avoid damaging existing utilities during grading and construction activities.

12. Existing facilities (utilities, pavements, etc.) damaged by the Contractor shall be repaired or replaced by the Contractor at no additional expense to the Owner.

13. All open excavations shall be protected with safety fence.

14. Positive drainage on the site is required throughout the project duration.

15. Access to the construction area and the timing of construction shall be coordinated with KDWP personnel. In general, no work shall occur during holiday weekends, and the park shall be accessible to the public during those weekends.

16. The contractor will be required to phase the construction in a manner that maintains public access to the park. Such phasing shall include appropriate traffic control. Traffic control devices must conform to the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) and standards established by the Kansas Department of Transportation (KDOT).

17. Contractor shall saw cut around existing pavement (adjacent intersections, parking areas, etc.) to neat and clean lines before performing repairs.

GENERAL NOTES

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C2.0 General Notes & Specifications

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SITE LEGEND:

Bar Found

Bar Set

Benchmark

Control Point

Cable TV Pedestal Deadman Anchor

Fire Hydrant

Flagpole

Gas Marker Gas Meter Gas Valve

Power Pole Electric Pedestal Electric MH

Round Inlet Square Inlet

Light Pole

Light Pole w/ Base

Mail Box

Power Pole w/ Transformer

San. Sewer MH

Section Corner Found

Section Corner Set

Sign

Telephone Marker

Telephone MH

Telephone Pedestal Telephone Pole Transformer

Well

Hydrant Water Meter

Water Valve

Sanitary Sewer Line Water Line Gas Line Telephone Cable Storm Sewer Line Fiber Optic Line

Chain Link Fence Underground Electric LIne

Tree

Barbed Wire Fence

Overhead Electric Line

Section Line Property Line Proposed Ground (5' Contour) Proposed Ground (1' Contour) Existing Ground (5' Contour) Existing Ground (1' Contour)

CP-1 (SE Pt #8000) N. 60493.7370, E. 64435.6460 Elev. 1342.69 Desc. 12" Rebar Set with Red SE Cap

CP-2 (SE Pt #8001) N. 59905.3810, E. 64198.3660 Elev. 1347.47 Desc. 12" Rebar Set with Red SE Cap

PRIMARY SURVEY CONTROL:

GENERAL NOTES:

1. The existing site information shown hereon is based on a topographic survey performed by Schwab Eaton, March 10, 2026.

2. Construction activities shall be coordinated to make every reasonable effort to avoid disrupting safe public access into existing facilities surrounding the work area. Coordinate site access, mobilization, equipment storage, and project scheduling with KDWP personnel.

3. The Contractor shall field verify the actual locations, bury depths, and sizes of all existing utilities prior to commencing construction activities. He shall contact the Kansas One-Call system a minimum of two full business days prior to Work to request marking of utilities by the respective utility owners. He shall directly contact all utility owners not subscribing to the One-Call system.The Contractor is responsible for any damage to existing structures and facilities.

4. Install and maintain initial erosion control BMPs prior to commencing any significant land disturbance activities. Mud and debris dropped or tracked along the roadway shall be cleaned up, keeping the public ways clear.

Disturbed areas shall be restored to pre-construction conditions (as applicable).

5. Keep existing roadways open to the public. Maintain or make alternate provision for pedestrian traffic in a manner acceptable to KDWP. Stage, coordinate, and schedule construction activities in a manner than minimizes disruption of vehicular and pedestrian traffic.

6. Provide, install, and maintain temporary fences, barricades, warning devices, and other appropriate measures to protect the public.Traffic control devices must conform to the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) and Standards established by the Kansas Department of Transportation.

7. See Layout Plans and Grading Plans, for general dimensions and survey coordinates locating major site improvements.

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CP 7A

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AutoCAD SHX Text 80"

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F.O.

20+00

20+91

18+4910+00

11+

12+

13+

14+

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18+

L1 L2 L3 L4 L5 L6

20+00

20+91

18+4910+00

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18+

L1 L2 L3 L4 L5 L6

9+60 10+20 10+80 11+40 12+00 12+60 13+20 13+80 14+40 15+00 15+60 16+20 16+80 17+40 18+00 18+60

Rock Quarry Road Alignment Data

Line Number

Length

(ft) Bearing Start

Station End

Station Start Coordinate End Coordinate

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C3.0 Plan and Profile

EXISTING CONDITIONS AND REMOVALS

PLAN

PROFILE

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AutoCAD SHX Text Rock Cuarry Road Sta 10+00 BEGIN Road Removal (Asphalt, Rock Base, and Rock Shoulder). N 59993.71 E 64188.06

AutoCAD SHX Text Existing Double Gates

AutoCAD SHX Text Sta. 10+32, 18.0' Lt BEGIN Guardrail Removal

AutoCAD SHX Text Control Point No. 1 = Point 8000 12" Rebar Set with Red SE Cap Elev = 1342.69

AutoCAD SHX Text Remove and Dispose Trees/ Vegetation (and Associated Roots) from Top of Bank to Edge of Water. Remove and Salvage Existing Riprap for Re-Installation (Bottom Course).

AutoCAD SHX Text Sta. 13+54 Install 8'-0"x4'-0"x65'-0" RCB Culvert with End Sections. See Details, Sheet C4.0

AutoCAD SHX Text Rock Quarry Road Sta 10+00 = Connect to Existing Road and BEGIN Pavement. (6" Asphalt, 24' Width with 2' AS-1 Rock Shoulder). See Typical Section and Details, Sheet C4.0

AutoCAD SHX Text Rock Quarry Road Sta 14+50 = Connect to Existing Road and END Pavement

AutoCAD SHX Text Sta. 13+54, Remove Existing 48" CMP Culvert

AutoCAD SHX Text Install Salvaged Riprap and Top Dress with 350± TonsRiprap (KDOT Light 18").

AutoCAD SHX Text Install Salvaged Riprap and Top Dress with 300± TonsRiprap (KDOT Class 200).

AutoCAD SHX Text 30'

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AutoCAD SHX Text 30'

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AutoCAD SHX Text 30'

AutoCAD SHX Text Water Level = 1338.5 (Normal Pool = 1339.0)

AutoCAD SHX Text Rock Cuarry Road Sta 14+50 END Road Removal N 60412.32 E 64353.09

AutoCAD SHX Text Sta. 10+32, 17.5' Rt BEGIN Guardrail Removal

AutoCAD SHX Text Remove and Dispose Trees/ Vegetation (and Associated Roots) from Top of Bank to Edge of Water. Remove and Salvage Existing Riprap for Re-Installation (Bottom Course).

AutoCAD SHX Text Sta. 13+82, 18.5' Lt END Guardrail Removal

AutoCAD SHX Text Sta. 13+82, 16.5' Rt END Guardrail Removal

AutoCAD SHX Text Sta. 10+32, 18' Lt BEGIN Guardrail

AutoCAD SHX Text Sta. 10+32, 18' Rt BEGIN Guardrail

AutoCAD SHX Text Sta. 14+00, 18' Lt END Guardrail

AutoCAD SHX Text Sta. 14+00, 18' Rt END Guardrail

AutoCAD SHX Text Sta. 13+78, 13' Rt Guardrail

AutoCAD SHX Text Sta. 13+78, 13' Lt Guardrail

AutoCAD SHX Text Sta. 10+54, 13' Rt Guardrail

AutoCAD SHX Text Sta. 10+54, 13' Lt Guardrail

AutoCAD SHX Text Water Level = 1338.5 (Normal Pool = 1339.0)

AutoCAD SHX Text Existing Top of Pavement

AutoCAD SHX Text Proposed Top of Pavement

AutoCAD SHX Text Existing Top of Pavement Elev. (typ).

AutoCAD SHX Text Proposed Top of Pavement Elev. (typ).

8'-0"x4'-0" RCB Culvert

19+80 20+00 21+00

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C4.0 Details

12'-0"

℄ Alignment Location

2.00%

6" Compacted AB-3 Rock Base

6" Asphalt Pavement

Remove and Replace 2'± Subsoil (Compact to Type B Compaction) ( 8" Max Loose Lifts)

Guard Rail (Typ)

12'-0"2'

2.00%

Existing Ground

6" Compacted Rock Shoulder (AS-1)(Typ)

TYP. ASPH. PVMT. SECTION (6")

Tack coat between lifts.

2" th. asph. surface lift.

4" th. asph. base lift.

Primer coat (optional).

Subsoil.

Remove and Replace 2'± Subsoil

6" Compacted AB-3 Rock Base

Roadway Roadway

7" 7"

Flexible

Marker

Variable Variable

THRIE-BEAM GUARDRAIL W-BEAM GUARDRAIL

71 8"

TYP. GUARD RAIL

Note: Guard Rail installation shall be in accordance with KDOT Standard Drawings and Specifications.

(Compact to Type B Compaction) (8" Max Loose Lifts)

TYPICAL SECTION

RCB SECTION

RCB PROFILE

WINGWALL SECTION

WINGWALL FOOTING SECTION A-A

#5 WINGWALL

VERTICAL BAR#4 TOE WALL BAR

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AutoCAD SHX Text Water Level = 1338.5 (Normal Pool = 1339.0)

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FL 1337.5

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FL 1335.5

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AutoCAD SHX Text Wingwall #4 Horizontal Bars @ 12" Spacing (Each Face) (Typ)

AutoCAD SHX Text Wingwall #5 Vertical Bars @ 12" Spacing (Each Face) (Typ)

AutoCAD SHX Text 3-#4 Bars (Typ)

AutoCAD SHX Text Toe Wall #4 Bars @ 12" Spacing (Typ)

AutoCAD SHX Text Apron Floor #5 Bars @ 12" Spacing (Each Way) (Typ)

AutoCAD SHX Text Wingwall #4 Horizontal Bars @ 12" Spacing (Each Face) (Typ)

AutoCAD SHX Text Wingwall #5 Vertical Bars @ 12" Spacing (Each Face) (Typ)

AutoCAD SHX Text Apron Floor #5 Bars @ 12" Spacing (Each Way) (Typ)

AutoCAD SHX Text CONCRETE: Use grade 4.0 (AE) concrete throughout. REINFORCING: All reinforcing shall conform to ASTM A615, Grade 60 requirements.

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2'-9"

Sheets and Views

C1.0 Title Sheet

C4.0 Details.pdf

Sheets and Views

C4.0 Details

C3.0 Plan and Profile.pdf

Sheets and Views

C3.0 Plan and Profile

C2.0 Gen Notes & Specs.pdf

Sheets and Views

C2.0 Gen Notes & Specs

File details come from the government source that posted it. Updated Apr 27, 2026.