Attachment_B_-_Plans.pdf

C1.0

TITLE SHEET

CONCRETE BOAT RAMP IMPROVEMENTS

MARQUETTE, KANSAS

PROJECT LOCATION MAP

July 2024

KANOPOLIS STATE PARK - LANGLEY POINT

C1.0 TITLE SHEET

C1.1 GENERAL NOTES & SPECIFICATIONS

C2.0 EXISTING CONDITIONS & DEMOLITION PLAN

C3.0 BOAT RAMP PLAN AND PROFILE

C3.1 CROSS-SECTIONS

C3.2 CONCRETE JOINTING & STAKING PLAN

C4.0 TYPICAL SECTIONS

C4.1 CONCRETE PAVEMENT DETAILS

SHEET INDEX

ELLSWORTH COUNTY

PROJECT LOCATION

Kanopolis State Park

PROJECT MANAGERS:

Brandon Jacobs

Kansas Dept. of Wildlife and Parks

Engineering Services brandon.jacobs@ks.gov

C: (785) 631-0660

Rebecca Johnson

Kansas Dept. of Wildlife and Parks

Engineering Services rebecca.johnson@ks.gov

C: (785) 600-1895

Brett Blackburn, Chief Engineer

Kansas Dept. of Wildlife and Parks

Engineering Services brett.blackburn@ks.gov

C: (785) 296-8404

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.

3. 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.

4. The location, size, and depth of existing, buried utilities are illustrated based on available records from the Owner.

Record 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.

5. 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.

6. 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.

7. All project waste, including concrete rubble from miscellaneous structures, abandoned pipes, excess excavation, etc.

shall be disposed of offsite, at locations provided by the Contractor.

8. 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.

9. Existing facilities (utilities, pavements, etc.) damaged by the Contractor shall be repaired or replaced by the

Contractor at no additional expense to the Owner.

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

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

12. 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).

13. 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.

14. 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.

15. 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 re-established by a licensed land surveyor in accordance with state laws.

16. The Contractor shall provide third party construction staking (by a KDWP approved survey firm).

Subsequent/additional staking, due to damaged, lost, or destroyed stakes, shall be the responsibility of the

Contractor.

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

18. All materials are subject to the approval of the Project Manager.

OWNER CONTACT INFORMATION

PRIMARY SURVEY CONTROL

Kanopolis Lake

PARK MANAGER:

Jason Sunderland

Kansas Dept. of Wildlife and Parks

Kanopolis State Park jason.sunderland@ks.gov

C: (785) 828-4933

Control Point #1 (Point 103):

" Iron Bar with SE Cap

N. 99531.21

E. 1318793.89

Elev. 1479.76

Control Point #2 (Point 104):

" Iron Bar with SE Cap

N. 99114.02

E. 1318599.42

Elev. 1508.83

Benchmark #1 (Point 97):

Chiseled Square

N. 99541.00

E. 1318788.05

Elev. 1479.94

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C1.1

GENERAL NOTES &

SPECIFICATIONS

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Survey Control Points

Point

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Elevation

Description

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C2.0

EX. CONDITIONS

& DEMO PLAN

Remove Existing Concrete Boat Ramp, Asphalt Pavement, Concrete Curbs, and

Underlying Base Materials to Limits Shown.

Saw Cut Existing Asphalt to Clean Line

Existing Asphalt

Pavement (Typ)

GENERAL NOTES:

1. The existing site information shown hereon is based on a topographic survey performed by Schwab Eaton, February 5, 2024.

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. 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.

6. Protect existing sidewalk from damage. Cleaning, repairing, and/or replacing damaged sidewalks/pavements will be at the expense of the

Contractor.

Remove Existing Riprap/Rock as

Necessary to Facilitate Construction.

Salvage Material for Bottom Course in

New Riprap Installation.

Remove Existing RipRap/Rock as

Necessary to Facilitate Construction.

Salvage Material for Bottom Course in

New Riprap Installation.

Existing Ground

(1' and 5' Contours) (Typ)

Bench Mark #1 (Point 97):

Square Cut on Concrete

N 99540.99

E 1318788.05

Elev 1479.94

Control Point: #1 (Point 103)

" Iron Bar with SE Cap

N 99531.21

E 1318793.89

Elev 1479.76

SURVEY CONTROL POINTS:

Existing Concrete Curb (Typ)

E x i s t i n g

C o n c r e t e

E x i s t i n g

C o n c r e t e

E x i s t i n c r e t e i d e w a l k

E x i s t i n c r e

B a m p y p

Edge of Water (Elev. 1461.40'±) on Date of Survey (2/5/2024)

ENLARGED VIEW - SURVEY CONTROL

E x i s t i n c r e l i d r c k m p

Existing Light Pole

Existing Rock/

Riprap (Typ)

Existing Rock/

Riprap (Typ)

Saw Cut Existing Asphalt to Clean Line

Saw Cut Existing Concrete

Sidewalk Behind Back of

Curb to Clean Line.

Remove Existing Concrete Slider

Dock Ramp to Limits Shown. Final

Extents of Removal Shall

Accommodate New Construction.

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80'

10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20

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C3.0

PLAN & PROFILE

GENERAL NOTES:

1. The existing site information shown hereon is based on a topographic survey, performed by Schwab Eaton, August 24, 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 7' (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.

GRADING NOTES:

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

2. Sediment control measures shall be installed prior to initiating earthwork operations. Disturbed areas shall be restored to pre-construction conditions (as applicable).

3. The proposed grades shown depict the finished grade of the proposed improvements.

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

Top of Concrete Boat Ramp/

Finished Ground (F.G.)

30'-6" Concrete Push-In

Boat Ramp w/ Slider Dock

105'-9" Concrete Cast-In Place Boat Ramp

Existing Ground (E.G.)

Normal Water

Elev. 1463.0'±

Ex. Water

Elev. 1461.4'±

Install 60± Tons Riprap (Shot Rock).

See Detail, Sheets C4.0-C4.1.

Install 15± Tons Riprap (6" KDOT Ditch

Liner). See Detail, Sheets C4.0-C4.1.

Install 35± Tons Riprap (6"

KDOT Ditch Liner).

See Details, Sheets C4.0-C4.1.

Top of Curb to Match

Existing Sidewalk/Slider

Dock Ramp Grade

Match Existing Grade

Existing Asphalt

Pavement (Typ)

Existing Ground

(1' and 5' Contours) (Typ)

Proposed Ground

(1' and 5' Contours) (Typ)

Existing Concrete Sidewalk/

Slider Dock Ramp (Typ)

Finished Ground (F.G.) Elev.

Existing Ground (E.G.) Elev.

Match Existing Grade

36'-3" Concrete Cast-In Place

Boat Ramp w/ Slider Dock

Top of Concrete Curb/Sidewalk/

Slider Dock (Left and Right)

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60 50 40 30 20 10 0 10 20 30 40 50 60

10+00

EG: 1482.15

FG:

60 50 40 30 20 10 0 10 20 30 40 50 60

10+20

EG: 1479.64

FG: 1479.64

60 50 40 30 20 10 0 10 20 30 40 50 60

10+40

EG: 1477.37

FG: 1477.43

60 50 40 30 20 10 0 10 20 30 40 50 60

10+60

EG: 1474.94

FG: 1474.99

60 50 40 30 20 10 0 10 20 30 40 50 60

10+80

EG: 1472.58

FG: 1472.49

60 50 40 30 20 10 0 10 20 30 40 50 60

11+00

EG: 1470.20

FG: 1469.99

60 50 40 30 20 10 0 10 20 30 40 50 60

11+20

EG: 1467.79

FG: 1467.49

60 50 40 30 20 10 0 10 20 30 40 50 60

11+40

EG: 1465.16

FG: 1464.99

60 50 40 30 20 10 0 10 20 30 40 50 60

11+60

EG: 1462.37

FG: 1462.49

60 50 40 30 20 10 0 10 20 30 40 50 60

11+80

EG:

FG:

60 50 40 30 20 10 0 10 20 30 40 50 60

12+00

EG:

FG:

60 50 40 30 20 10 0 10 20 30 40 50 60

12+20

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C3.1

CROSS SECTIONS

SCALES

Finished Ground (F.G.) (Typ)

Existing Ground (E.G.) (Typ)

Finished Ground (F.G.) - Riprap

Finished Ground (F.G.) -

Slider Dock

Finished Ground (F.G.) -

Slider Dock

Finished Ground (F.G.) -

Slider Dock

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Staking Points

Point

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Elevation

Description

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C3.2

CONCRETE JOINTING

& STAKING PLAN

Install Contraction Joint

(Typ). See Detail, Sheet C4.1.

Install 4" Wide Painted Yellow

Stripe Extend Down Ramp as

Edge of Water Allows (Typ).

Paint Yellow with

Black Lettering

STAKING POINT LEGEND:

FG = FINISHED GRADE

BOC = BACK OF CURB

STAKING POINTS:

Install "Life Jacket Zone"

Pavement Marking (Typ).

See Detail, This Sheet.

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C4.0

TYPICAL SECTIONS

NOTES:

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AutoCAD SHX Text 6" Th. Concrete

AutoCAD SHX Text Concrete Reinforcement (See Note 1, This Sheet)

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

AutoCAD SHX Text 6" Ditch Liner

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

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

BOAT RAMP PLAN

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text PUSH-IN BOAT RAMP w/ SLIDER DOCK (SECTION VIEW)

AutoCAD SHX Text

1. #5 Rebar, 12" O.C. Each Way #5 Rebar, 12" O.C. Each Way 2. 2 Layers of 6 Mil plastic, lubricated with 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 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 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 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.

AutoCAD SHX Text 18"X12" Thickened Edge at End of Cast-In-Place Concrete Ramp (See Detail, Sheet C4.1)

AutoCAD SHX Text 6" Curb

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

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

CAST-IN-PLACE BOAT RAMP (SECTION VIEW)

AutoCAD SHX Text 6" Th. Concrete

AutoCAD SHX Text Concrete Reinforcement (See Note 1, This Sheet)

AutoCAD SHX Text 6" Ditch Liner

AutoCAD SHX Text Concrete Reinforcement (2 Mats, Bottom Mat Continuous in Boat Ramp) (See Note 1, This Sheet)

AutoCAD SHX Text #4 "L" Bar (18"x7") At 5' O.C.

AutoCAD SHX Text 6" Ditch Liner

AutoCAD SHX Text #4 "L" Bar (18"x7") At 5' O.C.

AutoCAD SHX Text Drill and Epoxy #4 Bar (18") At 5' O.C.

AutoCAD SHX Text Existing Sidewalk/Slider Dock (To Remain)

AutoCAD SHX Text STA. 10+20.00 - STA. 10+34.20 (Cast-In-Place, Without Curbs, 38' Wide)

AutoCAD SHX Text STA. 10+34.20 - STA. 11+25.75 (Cast-In-Place, With Curbs, 38' B-B)

AutoCAD SHX Text STA. 11+62.00 - STA. 11+92.50 (Push-In)

AutoCAD SHX Text 2-1/4"x2-1/4"x " Angle Dock 14" Angle Dock Guide Attached with Tapcon Anchors At 24" O.C.

AutoCAD SHX Text Existing Sidewalk

AutoCAD SHX Text Dock Ramp

AutoCAD SHX Text Dock Ramp

AutoCAD SHX Text 6" Th. Concrete

AutoCAD SHX Text Concrete Reinforcement (See Note 1, This Sheet)

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

AutoCAD SHX Text 6" Ditch Liner

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text CAST-IN-PLACE BOAT RAMP w/ SLIDER DOCK (SECTION VIEW)

AutoCAD SHX Text #4 "L" Bar (18"x7") At 5' O.C.

AutoCAD SHX Text 6" Ditch Liner

AutoCAD SHX Text STA. 11+25.75 - STA. 11+62.00 (Cast-In-Place)

2-1/4"x2-1/4"x " Angle Dock 14" Angle Dock Guide Attached with Tapcon Anchors At 24" O.C.

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C4.1

CONCRETE

PAVEMENT DETAILS

AutoCAD SHX Text Induced Crack

AutoCAD SHX Text Reinforcement as per Specification

AutoCAD SHX Text Deformed #6 Bar 36" Long @ 36" C-C

AutoCAD SHX Text Construction Joint

AutoCAD SHX Text

EXPANSION JOINT (CONCRETE PAVEMENT)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text Polyurethane Joint Sealer

AutoCAD SHX Text Pre-Molded Expansion Material

AutoCAD SHX Text Reinforcement as per Specification

AutoCAD SHX Text Polyurethane Joint Sealer

AutoCAD SHX Text

CONTRACTION JOINT (CONCRETE PAVEMENT)

AutoCAD SHX Text

CONSTRUCTION JOINT (CONCRETE PAVEMENT)

AutoCAD SHX Text 18"

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

AutoCAD SHX Text

TYP. CONC THICKENED EDGE SECTION

AutoCAD SHX Text

NOT TO SCALE

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

AutoCAD SHX Text 6"

AutoCAD SHX Text 6" Seat

AutoCAD SHX Text #5 Rebar, 12" O.C. Each Way

AutoCAD SHX Text

BOTTOM OF BOAT RAMP

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text 10'

AutoCAD SHX Text 2'

AutoCAD SHX Text 12.5%

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

AutoCAD SHX Text End of Push-In Ramp

AutoCAD SHX Text Scarify & Compact to Type B (MR 90)

AutoCAD SHX Text #5 Rebar @ 12" Centers

AutoCAD SHX Text

TYP. CONC. PVMT. SECTION (6")

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

TAPERED CURB (TYP.)

AutoCAD SHX Text Existing Asphalt Pavement

AutoCAD SHX Text Concrete Curb

AutoCAD SHX Text Taper

AutoCAD SHX Text 21.063X

AutoCAD SHX Text February 2024

AutoCAD SHX Text

TS

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PROJECT NO

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY