Attachment_A_-_Plans.pdf

PDF 25 MB Posted Apr 23, 2026

Attached to: Playground Surfacing
Solicitation number: EVT0010807
Issued by: Allen County, Kansas

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Written by GovTribe AI · Apr 27, 2026

This document is a comprehensive set of construction plans and specifications prepared by CFS Engineers for the Kansas Department of Wildlife and Parks, detailing improvements to the boat ramp and access road at Lehigh Portland State Park in Iola, Kansas, located in Allen County. The project involves constructing a 24-foot-wide asphalt access road with 2-foot-wide gravel shoulders, a concrete boat ramp consisting of 125 linear feet of cast-in-place concrete and 50 linear feet of push-in concrete sections, installation of approximately 1,500 tons of riprap armoring, construction of an 8-foot by 8-foot bulkhead, guardrail installation totaling 125 linear feet, and various site improvements including turnarounds, cul-de-sacs, parking areas, and erosion control measures. The project requires an estimated 1,560 cubic yards of cut and 1,950 cubic yards of fill for the access road, with additional earthwork for the boat ramp area totaling 115 cubic yards of cut and 2,180 cubic yards of fill. Construction staking is the contractor's responsibility, and sequencing requires that the concrete boat ramp be constructed following aggregate road base installation but prior to asphaltic paving.

The plans establish that all work shall be performed in accordance with local, state, and federal regulations, with the Owner responsible for obtaining construction permits. The Contractor must coordinate with the Owner to avoid disrupting daily operations and shall contact the Kansas One Call System a minimum of two full working days prior to construction to verify utility locations. All materials are subject to engineer approval, and shop drawings must be submitted to the engineer for review prior to fabrication. The Contractor is responsible for all labor, equipment, materials, tools, transportation, storage, site safety, traffic control conforming to MUTCD standards, protection of existing utilities and survey monuments, sediment control practices, and restoration of disturbed areas to pre-construction conditions. Positive drainage must be maintained throughout the project duration, and seeding of disturbed areas must be completed by the Contractor in accordance with project specifications.

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File	Type	Posted
EVT0010810_-_Boat_Ramp_Access_Road_Improvement_-_RFQ.pdf	PDF	Apr 23, 2026
Playground_Surfacing.pdf	PDF	Apr 23, 2026
EVT0010807_-_Playground_Surfacing_-_RFQ.pdf	PDF	Apr 23, 2026
Attachment_A_-_Plans (1).pdf	PDF	Apr 23, 2026

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7BOAT RAMP AND ACCESS ROAD IMPROVEMENTS

IOLA, KANSAS

April 2026

LEHIGH PORTLAND STATE PARK

ALLEN COUNTY

PROJECT LOCATION

Lehigh Portland State Park

PROJECT MANAGERS:

Brett Blackburn, Director of Engineering Kansas Dept. of Wildlife and Parks Engineering Services 1020 S. Kansas Ave, Room 200 Topeka, KS 66612 Office: (785) 296-8404

Rebecca Johnson, Deputy Director of Engineering Kansas Dept. of Wildlife and Parks Engineering Services 905 East Wea Paola, KS 66071 Office: (785) 600-1895

OWNER CONTACT INFORMATION

Montana Rd

CITY OF

IOLA

Hwy 54

S S ta te

S t

H w y

Hwy 54

SHEET INDEX

SHEET NO. SHEET TITLE

G1.0 Title Sheet G2.0 General Notes G2.1 Abbreviated Specifications C1.0 Existing Conditions & Demolition Plan C2.0 Site Improvements Plan C2.1 Access Road Plan & Profile C2.2 Boat Ramp Plan & Profile C2.3 Access Road Typical Sections C2.4 Boat Ramp Jointing Plan C3.0 Cross Sections I C3.1 Cross Sections II C3.2 Cross Sections III C4.0 Paving Details C4.1 Boat Ramp Details C4.2 Bulkhead Details

PROJECT LOCATION MAP

G1.0 Title Sheet

ELECTRIC Heartland Electric Coop.

110 North Enterprise Drive Girard, KS 66743

(620) 724-8251

WATER City of Iola 2 West Jackson Avenue Iola, KS 66749

(620) 365-4926

GAS (PRIVATE) N&B Enterprises, Inc.

PO Box 812 Chanute, KS 66720 Attn: Tim Ellis

(620) 365-0991

POLICE Iola Police Department 2 W Jackson Ave Iola, KS 66749

(620) 365-4960

FIRE/EMS Iola Fire/EMS Department 408 N Washington Ave Iola, KS 66749

(620) 365-4972

UTILITY & EMERGENCY CONTACT INFORMATION

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7SITE 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)

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. All work shall be performed in accordance with local, state, and federal regulations.

3. The Owner shall be responsible for obtaining all construction permits required to perform the work.

4. The Contractor shall coordinate work with the Owner to not disrupt the Owner's daily operations.

Once the work has been started, the Contractor shall complete the work without any interruptions.

Construction activities are limited to the immediate work sites. A staging and storage area will be available for the Contractor's use on site.

5. The location, size, and depth of existing, buried utilities are illustrated based on available records from the Owner. Record locations shall be verified based on observable surface features such as manholes, valve boxes, evidence of trenches, field markings, etc. wherever possible. Excavations have not been made to verify locations or depth of buried utilities. The exact location and elevation of existing 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 two 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.

6. 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 withe the existing conditions before submitting his/her bid.

7. If certain features are not fully shown or called for on the construction drawings or project specifications, their construction shall be of the same character as for similar conditions that are shown or called for, subject to the approval of the Engineer. Where sections vary, the Contractor shall provide smooth transitions between them, unless noted otherwise.

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

9. All shop drawings provided shall be submitted to the Engineer for review prior to the fabrication of material or the purchase of non-returnable stock. Dimensional review is the Contractor's responsibility.

10. All materials are subject to the approval of the engineer.

11. The Contractor is responsible for the transportation, unloading, storage, and management of all equipment and materials unless noted otherwise. The Contractor shall coordinate onsite storage with the Owner. The Contractor shall be responsible for the proper safeguarding of materials and equipment stored on the site to prevent theft, vandalism, or damage.

12. Trees and shrubs within the construction limits shall be cleared and grubbed. The Contractor is responsible for the removal, management, storage, loading, transportation, and disposal of all demolished equipment and material unless noted otherwise.

13. 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. Existing facilities (utilities, pavements, etc.) damaged by the contractor shall be repaired or replaced by the Contractor at no additional expense to the Owner. The Contractor shall restore all disturbed areas to a condition equal to or better than pre-construction conditions.

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

15. Positive drainage on the site is required throughout the project duration. The Contractor is responsible for the installation and removal of all sediment control practices required as a result of project activities. Such practice shall be in accordance with applicable federal and state regulations governing stormwater runoff from construction activities.

16. 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. The Contractor is responsible for the protection and maintenance of all permanent survey monuments and property irons in the project vicinity. If monuments are disturbed by planned construction, the Contractor shall retain a Kansas-Licensed land surveyor to re-establish the monuments and irons at the Contractor's expense. Such monuments and irons shall be reestablished by a licensed sand surveyor in accordance with state laws.

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

19. Seeding of disturbed areas shall be completed by the Contractor.

20. Sequencing - The construction shall generally be phased/coordinated so the construction of the concrete boat ramp occurs following aggregate road base installation, but prior to asphaltic paving.

1. 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 either the means of the work or the safety of the Contractor's employees.

2. The Contractor is responsible for utilizing the appropriate level of PPE for the type of work being performed and the site conditions present at the time.

GENERAL NOTES:

HEALTH AND SAFETY:

BM-50

N. 419521.245, E. 20410275.975 Elev.

976.25 Desc. Railroad spike in NW face of power pole

BM-51

N. 419068.206, E. 20412272.835 Elev. 997.28 Desc. Cross cut on not off top flange of fire hydrant

BM-52

N. 419086.181, E. 20413071.362 Elev. 987.52 Desc. "T" Post driven flush to ground.

CP-200

N. 419607.587, E. 20410264.463 Elev. 974.53 Desc. Set 5/8" Rebar w/ cap (CFS control)

CP-201

N. 419474.413, E. 20409890.726 Elev. 971.86 Desc. Set 5/8" Rebar w/ cap (CFS control)

CP-202

N. 419203.699, E. 20410718.915 Elev. 997.95 Desc. Set 5/8" Rebar w/ cap (CFS control)

CP-203

N. 419123.948, E. 20410359.255 Elev. 987.57 Desc. Set 5/8" Rebar w/ cap (CFS control)

PRIMARY SURVEY CONTROL:

G2.0 General Notes

CP-204

N. 419567.942, E. 20410842.963 Elev. 984.36 Desc. Set 5/8" Rebar w/ cap (CFS control)

CP-205

N. 419281.415, E. 20409373.240 Elev. 966.71 Desc. Set 5/8" Rebar w/ cap (CFS control)

CP-206

N. 419079.873, E. 20412220.278 Elev. 996.18 Desc. Set 5/8" Rebar w/ cap (CFS control)

CP-207

N. 419488.656, E. 20412499.186 Elev. 989.43 Desc. Set 5/8" Rebar w/ cap (CFS control)

CP-208

N. 419940.051, E. 20412157.775 Elev. 982.95 Desc. Set 5/8" Rebar w/ cap (CFS control)

CP-209

N. 419473.801, E. 20412645.249 Elev. 984.33 Desc. Set 5/8" Rebar w/ cap (CFS control)

CP-210

N. 419732.985, E. 20413082.564 Elev. 972.56 Desc. Set 5/8" Rebar w/ cap (CFS control)

CP-211

N. 419053.345, E. 20413218.340 Elev. 984.65 Desc. Set 5/8" Rebar w/ cap (CFS control)

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G2.1 Abbreviated Specifications

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Clear and grub area as necessary to facilitate construction.

Mulch/Hand Cut trees near existing gas main.

Note: Area shown is approximate and for planning purposes/erosion control considerations only. Final area shall depend on earthwork, grading, and paving operations.

Stockpile topsoil for finish grading and seeding operations.

Existing Edge of Water (Elev. 946' ±)

C1.0 Existing Conditions & Demolition Plan

ENLARGED VIEW - BOAT RAMP SITE

(Scale: 1"=20')

Existing Ground (1' & 5' Contours) (Typ)

Existing Gravel Surfacing (Typ)

Existing Ground (1' & 5' Contours)(Typ)

Existing Asphalt Pavement

GENERAL NOTES:

1. The existing site information shown hereon is based on a topographic survey performed by CFS Engineers, August 3, 2023.

2. 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.

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. Other BMPs shall be installed as construction progresses as necessary.

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. Provide, install, and maintain temporary fences, barricades, warning devices, and other appropriate measures to protect the public.

6. Backfill and compact depressions, open pits, and holes caused as a result of demolition. Backfill shall be placed and compacted in accordance with the project specifications.

Property Boundary

Existing Survey Control Point (Typ)

Existing Gas Main Easement (20')

Existing Edge of Water (Elev. 946' ±)

See "Enlarged View - Boat Ramp Site", This Sheet

Lehigh Portland Lake (W.S. Elev. 946 ±)

Existing Gas Main Easement (20')

Existing Gas Main (Protect - Coordinate Construction Activities w/ Gas Company)

Existing Gravel Surfacing (Typ)

Clear and grub area as necessary to facilitate construction.

Mulch/Hand Cut trees near existing gas main.

Note: Area shown is approximate and for planning purposes/erosion control considerations only. Final area shall depend on earthwork, grading, and paving operations.

Stockpile topsoil for finish grading and seeding operations.

Existing Conc.

Pavement (Typ)

Existing Gas Main (Protect - Coordinate Construction Activities w/ Gas Company)

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C2.0 Site Improvements Plan

ENLARGED VIEW - BOAT RAMP SITE

(Scale: 1"=20')

GENERAL NOTES:

1. The existing site information shown hereon is based on a topographic survey performed by CFS Engineers, August 3, 2024.

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.

Disturbed areas shall be restored to pre-construction conditions (as applicable). All areas with unimproved surfacing (gravel, concrete, or asphalt) shall be seeded. Seeding and mulching operations shall be in accordance with the Project Specifications.

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.

8. See Sheets C2.1-C4.1 for additional project information.

Proposed Edge of Water (Elev. 946' ±)

Existing Asphalt Pavement

Construct 14'-Wide Gravel-Surfaced Truck & Trailer Parking. See Sheet C2.1.

Install Guardrail (Typ) See Sheet C2.1.

Construct Concrete Boat Ramp w/ Riprap Armoring.

See Sheet C2.2.

Construct 24'-Wide Asphalt Access Road with 2'-Wide Gravel Shoulders. See Sheet C2.1.

Existing Gravel Surfacing (Typ)

Install Guardrail (See Sheet C2.1).

Property Boundary

Existing Survey Control Point (Typ)

Existing Gas Main Easement (20')

Existing Gas Main (Protect)

Existing Edge of Water (Elev. 946' ±)

See "Enlarged View - Boat Ramp Site", This Sheet

Lehigh Portland Lake (W.S. Elev. 946 ±)

Existing Conc.

Pavement (Typ)

Construct 100'-Diameter Asphalt Turn-Around.

See Sheet C2.1.

Existing Edge of Water (Elev. 946' ±)

Construct 80'-Diameter Asphalt Cul-De-Sac/Turn-Around. See Sheet C2.1.

Existing Gas Main Easement (20')

Existing Gas Main (Protect)

Existing Gravel Road/Parking (Typ)

Install Two 60' long, 30"x19'" Horizontal Elliptical Culverts (As Necessary). See Sheet C2.1.

Install Two 40' Long, 23"x14" Horizontal Elliptical Culverts and Rip Rap. See Sheet C2.1

Amphitheater (Future - By Owner)

Install One 40' Long, 23"x14" Horizontal Elliptical Culverts and Rip Rap. See Sheet C2.1

90' Gangway (By Owner) 100' Gangway (By Owner)

Construct 8'x8' Bulkhead. See Sheet C2.2.

Proposed Dock (By Owner)

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Point Table

Point Northing Easting Elevation Description

Access Road - Boat Ramp Alignment Data

Line/Curve Number Δ

Radius (ft)

Length (ft)

Tangent (ft)

Chord Length (ft)

Line/Chord Bearing

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C2.1 Access Road Plan & Profile

SCALES

Existing Ground (E.G.)

Top of Pavement/Finished Ground (F.G.)

Proposed 14' Wide Gravel Shoulder (Typ)

Proposed 2'-Wide Gravel Shoulder (Typ)

GRADING NOTES:

1. Protect existing slopes and vegetation from unnecessary disturbance, erosion and pollution discharges throughout construction.

2. Gradients and cross-slopes of all ramps and pedestrian pavements shall conform with requirements of the Americans with Disabilities Act. Do not exceed 1/4 inch per foot cross-slope. Do not exceed 5.0% longitudinal slope on all pedestrian pavements with the exception of ramps. Do not exceed 8.33% longitudinal slope on all ramps.

3. The proposed grades shown depict the finished grade (top of asphalt/concrete pavement) of the proposed improvements. A summary of the estimated earthwork is as follows:

Earthwork Required to Reach Finished Grade Elevations:

Cut = 1560± CY Fill = 1950± CY (RAW)

*Note: All fill shall be obtained onsite from the planned excavation or onsite borrow areas designated by the Owner.

4. The Contractor shall excavate, haul, and stockpile (as necessary) suitable fill materials for installation in the new construction.

5. The Contractor shall take into account rock excavation, soil shrinkage, swelling, topsoil segregation, pavement thickness, and general grading operations in the final earthwork considerations.

6. Excess excavation shall be wasted or stockpiled onsite, in a manner acceptable to the Owner.

Proposed Grading Limits (Typ)

Existing Asphalt Pavement

Existing Gravel Surfacing (Typ)

Existing Gas Main Easement (20')

Existing Gas Main (Protect)

Existing Edge of Water (Elev. 946' ±)

Lehigh Portland Lake (W.S. Elev. 946 ±)

Finished Ground (F.G.)

Existing Ground (E.G.)

Install "No Parking Zone" and 55'x4" Solid Striping (each lane)

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C2.2 Boat Ramp Plan & Profile

SCALES

Incoming Boat Staging Area

Outgoing Boat Staging Area

GRADING NOTES:

1. Protect existing slopes and vegetation from unnecessary disturbance, erosion and pollution discharges throughout construction.

2. The proposed grades shown depict the finished grade (top of asphalt/concrete pavement) of the proposed improvements. A summary of the estimated earthwork is as follows:

Earthwork Required to Reach Finished Grade Elevations:

Cut = 115± CY Fill = 2180± CY (RAW)

*Note: All fill shall be obtained onsite from the planned excavation or onsite borrow areas designated by the Owner.

3. The Contractor shall excavate, haul, and stockpile (as necessary) suitable fill materials for installation in the new construction.

4. The Contractor shall take into account pavement and rock base thickness, rock excavation, soil shrinkage, swelling, topsoil segregation, and general grading operations in the final earthwork considerations.

5. Excess excavation shall be wasted or stockpiled onsite, in a manner acceptable to the Owner.

CONSTRUCTION STAKING POINTS:

***See Sheet C2.4 for construction staking points and related information.

Install 1500 ± Tons Rip Rap Armoring (KDOT Light 18").

See Details Sheet C4.1.

Proposed Guardrail

Top of Concrete Boat Ramp/ Finished Ground (F.G.)

Existing Water Elev. 946±

Top of Pavement/ Finished Ground (F.G.)

6" Compacted Rock Base

Rip Rap armoring

Existing Ground (E.G.)

Finished Ground (F.G.)

Existing Ground (E.G.)

50' Concrete Push-In

Boat Ramp

125' Concrete Cast-In-Place Boat Ramp

Existing Gas Main Easement (20')

Existing Gas Main

(PROTECT!)

Existing Edge of Water (Elev. 946' ±)

Lehigh Portland Lake (W.S. Elev. 946 ±)

Install 220 ± Tons Rip Rap Armoring (6" Ditch Liner) See Details Sheet C4.1.

Proposed Grading Limits (Typ)

Taper 6" Curb See Detail (Sheet C4.1)

Proposed Edge of Water (Elev. 946' ±)

GENERAL NOTES:

1. The existing site information shown hereon is based on a topographic survey, performed by CFS Engineers, August 3, 2023.

2. 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.

3. Construction activities shall be coordinated to make every reasonable effort to avoid disrupting safe public access into existing facilities surrounding the work area. Coordinate and schedule construction with KDWPT.

4. The Contractor shall establish and maintain adequate means of safely controlling traffic (temporary signage, flashers, flaggers, etc.). 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.

5. For all portions of the concrete ramp that will be installed below water level at the time of construction, Contractor shall cast the concrete ramp on dry ground and push it in place. A temporary ramp may be required to allow a uniform slope to push the entire push-in section in place.

6. The transition between the push-in concrete ramp and cast-in-place ramp sections will depend on the water level at the time of construction. Transition point to be a minimum of 3' (foot) above water line.

7. Push-in concrete, base rock, and rip-rap will be installed in the water below water level. Contractor shall provide all necessary provisions required for installation.

Earthen/Rock Fill

Taper 8" Curb See Detail (Sheet C4.1) 90' Gangway (By Owner)

100' Gangway (By Owner)

Proposed Bulkhead (Elev. = 956.3')

Install 125 L.F. of Guard Rail See Detail, Sheet C4.0.

Install Bulkhead See Detail, Sheet C4.2.

Proposed Gangway (By Owner)

Proposed Ground @ Bulkhead = Var. (950-952')

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C2.3 Access Road Typical Sections

12'12'2' 2'

2.00% 2.00%

6" Aggregate Base Course

6" HMA Pavement

Scarify and Recompact Subgrade

2.00%

℄ Alignment Location

12'12'14'

2.00%

℄ Alignment Location

14'

2.00%

Gravel Surfaced Truck & Trailer Parking

3:1 3:1

Gravel Shoulder

VARIES

℄ Alignment Location

VARIESVARIES

℄ Alignment Location

1.5%

Gravel Shoulder

1.5% 1:1

2.00% 1.5:1

TYPICAL ACCESS ROAD SECTION

STATIONS 10+12± - 14+58±, 15+91± - 16+85±

TYPICAL ACCESS ROAD TURNAROUND SECTION

STATIONS 14+58± - 15+91±

TYPICAL ACCESS ROAD AND PARKING SECTION

STATIONS 16+85± - 22+30±

TYPICAL ACCESS ROAD CUL-DE-SAC SECTION

STATIONS 22+30± - 24+02±

NOT TO SCALE

2.00%

6" Aggregate Base Course

6" HMA Pavement

Scarify and Recompact Subgrade

2.00%

6" Aggregate Base Course

6" HMA Pavement

Scarify and Recompact Subgrade

2.00%

1.5%

6" Aggregate Base Course

6" HMA Pavement

Scarify and Recompact Subgrade

1.5%

Guard Rail (Sta. 17+22± to Sta. 18+05±).

Guard Rail (Sta. 24+54± to Sta. 25+46±).

Proposed Culverts

Existing Ground

Varies

Existing Ground

Existing Channel (Depth and Width Varies) Varies

Existing GroundExisting Ground

Varies

Guard Rail (Sta. 18+83± to Sta. 23+03±).

Varies

3:13:1

9'6'VARIES

3:1

9' 6' VARIES

3:1

VARIES2'

2.00% 3:1

2.00%

Existing GroundExisting Ground

Scarify and Recompact Subgrade

Existing GroundExisting Ground

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Point Table

Point Northing Easting Elevation Description

Point Table

Point Northing Easting Elevation Description

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C2.4 Boat Ramp Jointing Plan

STAKING POINT LEGEND:

BOC = BACK OF CURB GRADE

FG = FINISH GRADE

MID PT = MID POINT

RAD = RADIUS POINT

STAKING POINTS:

3-0"3- 0"

Paint Yellow with Black Lettering

15'15'15'15'10' 15' 15' 15'

Install "Life Jacket Zone" Pavement Marking.

See Detail, This Sheet.

Construction Joint (See Sheet C4.0)

Contraction Joint (See Sheet C4.0)

Construction Joint (See Sheet C4.0)

10'

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60 50 40 30 20 10 0 10 20 30 40 50 60 70 80

10+00

EG: 969.21

FG: 969.21

60 50 40 30 20 10 0 10 20 30 40 50 60 70 80

11+00

EG: 967.77

FG: 967.77

60 50 40 30 20 10 0 10 20 30 40 50 60 70 80

12+00

EG: 967.17

FG: 967.17

60 50 40 30 20 10 0 10 20 30 40 50 60 70 80

13+00

EG: 966.24

FG: 966.24

60 50 40 30 20 10 0 10 20 30 40 50 60 70 80

14+00

EG: 965.92

FG: 965.92

60 50 40 30 20 10 0 10 20 30 40 50 60 70 80

15+00

EG: 965.49

FG: 965.49

60 50 40 30 20 10 0 10 20 30 40 50 60 70 80

16+00

EG: 965.08

FG: 965.08

60 50 40 30 20 10 0 10 20 30 40 50 60 70 80

17+00

EG: 964.58

FG: 964.58

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SCALES

C3.0 Cross Sections I

Existing Ground (E.G.) (Typ)

Finished Ground (F.G.) (Typ)

GENERAL NOTES:

1. Base Materials and Rip Rap Shoulders not shown for clarity.

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60 50 40 30 20 10 0 10 20 30 40 50 60 70 80

18+00

EG: 963.72

FG: 963.72

60 50 40 30 20 10 0 10 20 30 40 50 60 70 80

19+00

EG: 962.97

FG: 962.97

60 50 40 30 20 10 0 10 20 30 40 50 60 70 80

20+00

EG: 963.37

FG: 963.37

60 50 40 30 20 10 0 10 20 30 40 50 60 70 80

21+00

EG: 966.72

FG: 966.72

60 50 40 30 20 10 0 10 20 30 40 50 60 70 80

22+00

EG: 964.03

FG: 964.03

60 50 40 30 20 10 0 10 20 30 40 50 60 70 80

23+00

EG: 963.68

FG: 963.68

60 50 40 30 20 10 0 10 20 30 40 50 60 70 80

23+64

EG: 961.82

FG: 961.82

60 50 40 30 20 10 0 10 20 30 40 50 60 70 80

24+50

EG: 956.07

FG: 956.07

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C3.1 Cross Sections II

SCALES

Existing Ground (E.G.) (Typ)

Finished Ground (F.G.) (Typ)

GENERAL NOTES:

1. Base Materials and Rip Rap Shoulders not shown for clarity.

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60 50 40 30 20 10 0 10 20 30 40 50 60 70 80

25+00

EG: 952.69

FG: 952.69

60 50 40 30 20 10 0 10 20 30 40 50 60 70 80

25+50

EG: 944.88

FG: 944.88

60 50 40 30 20 10 0 10 20 30 40 50 60 70 80

26+00

EG: 938.04

FG: 938.04

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C3.2 Cross Sections III

SCALES

Existing Ground (E.G.) (Typ)

Finished Ground (F.G.) (Typ)

GENERAL NOTES:

1. Base Materials and Rip Rap Shoulders not shown for clarity.

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TYP. ASPH. PVMT. SECTION (6")

Scale: 1" = 1'-0"

Tack coat between lifts.

2" th. asph. surface lift.

(ADD ALTERNATE #1)

4" th. asph. base lift.

(ADD ALTERNATE #1)

Primer coat (optional).

Subsoil.

Scarify & recompact subgrade.

Aggregate base course.

(BASE BID)

6" 8"

TYP. CONTRACTION JOINT

"T 1"

"T 2"

"E"

6" "T

2" "T

6" "T

2" "T

6" "T

2" "T

TYP. CONSTRUCTION JOINT

TYP. EXPANSION JOINT

AGAINST EXIST. CONC. PVG.

Joint sealer reservoir w/ polyurethane joint sealer.

Induced crack.

Reinforcing Steel. See Table.

Conc. pavement.

Aggregate base.

Scarify & re-compact subgrade.

Subsoil.

Scarify & re-compact subgrade.

Aggregate base.

Conc. pavement.

Deformed dowel bar @ 36" o.c. See Table.

Cold joint w/ bonding compound.

Joint sealer reservoir w/ polyurethane joint sealer.

Subsoil.

Scarify & re-compact subgrade.

Aggregate base.

Conc. pavement.

1/2" th. joint filler (pre-molded expansion material).

Joint sealer reservoir w/ polyurethane joint sealer.

Subsoil.

Exist. conc. pavement.

(Verify thickness).

Reinforcing Steel. See Table.

New reinf. conc. pavement w/ aggregate base & subgrade prep.

Joint tooled to 1/4 pvmt.

depth. See Specifications.

THICKNESS "T":

"T1" = 6" for approach pvmt and boat ramp.

"T2" = 6" for approach pvmt and boat ramp.

DOWEL BAR SIZE

"T" Dia. "E" Length 6" #4 18" 36" min.

Conc. curb & gutter.

Concrete pavement

#4 dowel bar 18" long @ 60" C-C for concrete pavement only

Compacted AB-3 base.

Subsoil.

1'-2"(±)

2'-0"

7"(±)3"

R4 1/

/2 "6"

1' -0

TYP. CONC. BARRIER CURB

D F

REINFORCING STEEL

Area Reinforcing Steel Approach Pvmt #4 rebar on 18" centers.

Scale: Not to Scale

Desc.

Approach Pvmt

6" #6 18" 36" Boat Ramp

1/2" th. joint filler (pre-molded expansion material).

Joint sealer reservoir w/ polyurethane joint sealer.

Note: Dowel bar used only with 2'-0" curb and gutter. Not required for monolithic curb.

Boat Ramp #5 rebar on 12" centers.

TYP. CONC. PVMT. SECTION (6")

Scale: 1" = 1'-0"

Subsoil.

Scarify & recompact subgrade.

Aggregate base course.

(BASE BID)

"T 1"

"T 2"

Reinforcing Steel. See Table.

Roadway Roadway

7" 7"

Flexible

Marker

Variable (4'-0" Minimum)

THRIE-BEAM GUARDRAIL W-BEAM GUARDRAIL

71 8"

TYP. GUARD RAILH Scale: Not to Scale

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

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C4.0 Paving Details

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NOTES:

20'-0" Back-to-Back

12' Shoulder 6" Th. Concrete

Concrete Reinforcement (See Note 1, This Sheet)

6" Compacted AB-3 Base (Above Water)

Above Water Line At Time of Construction:

Compacted Subgrade Type B, MR-90

2 Layers 6 Mil Polyvinyl Heavy Weight Plastic under Push-In Section Only See Note 2, This Sheet.

18" Min.

6" Ditch Liner

175'-0"

20'-0"

3'-0" #6 Deformed Rebar at 36" O.C. at Construction Joints (Typ.)

3'-0" #6 Deformed Rebar at 36 O.C.

125'-0" Cast-in-Place Concrete Ramp 50'-0" Push-In Concrete Ramp See Note 3, This Sheet.

Below Water Line At Time of Construction:

Riprap/Shot Rock

NOT TO SCALE

BOAT RAMP SECTION

1. #5 Rebar, 12" O.C. Each Way

2. 2 Layers of 6 Mil plastic, lubricated with food-grade (non-toxic) oil, shall be installed under the push-in section to aid in movement. 2" thickness of sand may also be used under slab of push-in section to aid movement.

3. Cure concrete for 7 days (min.) prior to pushing slab. Concrete compressive strength to be 4,000 PSI (min.) before pushing slab.

4. Contractor shall protect upper edge of push-in section from damage using bridge planks or equivalent "cushion" between equipment and exposed concrete edge.

5. Contractor shall provide the Owner with a written plan for pushing the lower concrete ramp section into the river. This plan shall identify the equipment to be used in the pushing operation as well as backup equipment that will be available for use if needed.

18"X12" Thickened Edge (See Detail, This Sheet)

18"X12" Thickened Edge at End of Cast-In-Place Concrete Ramp (See Detail, This Sheet)

8" Curb

Raked Finish Angled 30° from the Perpendicular Axis of the Ramp (Typ)

6" Compacted 3" Base Rock (Below Water)

C4.1 Boat Ramp Details

#6 Deformed Rebar 3'-0" Long @ 36" Centered

6" Seat

#5 Rebar, 12" O.C.

Each Way

Place Shot Rock at Ramp Slope for First 10 Feet, Then Slope at 1H:1V To Existing Grade

End of Push-In Ramp

NOT TO SCALE

TAPERED CURB (TYP.)

Concrete Curb

Taper

Asphalt Pavement

Concrete Pvmt

NOT TO SCALE

BOAT RAMP PLAN

NOT TO SCALE

TYP. CONC THICKENED EDGE SECTION

NOT TO SCALE

BOTTOM OF BOAT RAMP

2' Shoulder

2 12" R.

6" West/ 8" East

4 12" R.

6" Pavement

2" 1" 3"

#4 DOWEL BAR 18" LONG @ 60"

C-C

* DOWEL BAR USED ONLY WITH 24" CURB AND GUTTER. NOT

REQUIRED FOR MONOLITHIC CURB. REQUIRED FOR CONCRETE

PAVING AREAS.

6" Subgrade Compacted to Type B (MR 90)

6" Granular Base (AB-3 or Equal)2'-6"

#4 Rebar Centered (8"-Tall Curb Only)

NOT TO SCALE

CURB AND GUTTER (TYP)

6" Curb

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24"

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C4.2 Bulkhead Details

PLAN VIEW

#4 VERTICAL BAR

SECTION VIEW A-A

A A

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AutoCAD SHX Text 34" Chamfer (All Sides)

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

AutoCAD SHX Text Trench Beam #4 Bars @ 12" Spacing (Each Way) (Typ)

AutoCAD SHX Text Elev. Varies Per Ramp Slope (951.4'-950.0')

AutoCAD SHX Text Varies (5.2'-6.3')

AutoCAD SHX Text Varies (3'-8" to 4'-8")

AutoCAD SHX Text Proposed Ground Line

AutoCAD SHX Text Varies (4.4'-5.5')

AutoCAD SHX Text 5"x5 " Angle with 2 " Sch 40 Pipe 516" Angle with 2 " Sch 40 Pipe 12" Sch 40 Pipe Bulkhead Connection Provided by KDWP

AutoCAD SHX Text Mount Connections Flush with Top of Concrete on the Dock Side

AutoCAD SHX Text Elev. 945.3'

AutoCAD SHX Text Trench Beam #4 Bars @ 12" Spacing (Each Way) (Typ)

Toe Wall #4 Bars @ 12" Spacing (Each Way) (Typ)

Sheets and Views

G1.0 Title Sheet

G2.0 General Notes

G2.1 Abbreviated Specifications

C1.0 Existing Conditions & Demolition Plan

C2.0 Site Improvements Plan

C2.1 Access Road Plan & Profile

C2.2 Boat Ramp Plan & Profile

C2.3 Access Road Typical Sections

C2.4 Boat Ramp Jointing Plan

C3.0 Cross Sections I

C3.1 Cross Sections II

C3.2 Cross Sections III

C4.0 Paving Details

C4.1 Boat Ramp Details

C4.2 Bulkhead Details

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