Attachment_A_-_Plans_-_Shooting_Range_Improvements.pdf

PDF 14 MB Posted Apr 22, 2026

Attached to: Shooting Range Improvements
Solicitation number: EVT0010805
Issued by: Butler County, Kansas

About this file

Written by GovTribe AI · Apr 27, 2026

Summary

This file comprises construction plans for shooting range improvements at Cheney Reservoir prepared by Cook, Flatt & Stroble Engineers, P.A. for the Kansas Department of Wildlife and Parks (KDWP). The project, identified as CFS PROJECT 25-1196, involves comprehensive site improvements including demolition of existing structures, construction of new shooting range facilities, drainage infrastructure, and site hardscaping. Key deliverables include removal of existing canopies, columns, and concrete sidewalks; salvage of 16 shooting range benches for reuse; installation of 12-inch and 6-inch HDPE pipes totaling approximately 956 linear feet; construction of concrete slabs, sidewalks, and parking areas encompassing approximately 2,239 square yards of various surfaces; installation of 35 safety lights at shooting stations; and implementation of erosion control measures including 1,825 linear feet of silt fence and biodegradable logs. The site plan indicates substantial earthwork including berm modifications and grading to elevation 1430 feet, with detailed specifications for drainage inlet structures, concrete specifications (minimum 4,000 PSI), and utility coordination requirements.

The plans establish that all demolition materials become the property of the contractor for disposal at contractor-selected sites approved by the engineer. The contractor bears full responsibility for utility location through Kansas One Call System (minimum two working days' notice required), equipment and material management, third-party construction staking by KDWP-approved survey firms, and compliance with Kansas Department of Transportation standards. All concrete pavement and sidewalks require minimum 4,000 PSI specifications with reinforcing per ASTM standards. Project management oversight is provided by Rebecca Johnson (Deputy Director of Engineering) and Brett Blackburn (Director of Engineer) at KDWP Engineering Services. The plans incorporate four revision updates dated April 11-14, 2026, addressing base material specifications, erosion control additions, general notes, and gravel surface materials. Existing utilities identified include Brightspeed Telephone, Magellan Midstream Power, Panhandle Eastern Pipeline, and ONEOK operations requiring coordination prior to excavation.

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File	Type	Posted
Shooting_Range_Improvements.pdf	PDF	Apr 22, 2026
EVT0010805_-_Shooting_Range_Improvements_-_Cheney_.pdf	PDF	Apr 22, 2026

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Cheney Reservoir

SEAL:

Co ok

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St ro be l E ng in ee rs

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Ka ns as D ep ar tm en t o f W ild lif e an d Pa rk s

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CFS PROJECT: 25-1196

DESCRIPTIONNO.DATE

REVISIONS:

DOCUMENT

ORIGINAL CONTRACT

SHEET NUMBER:

Ap ril

, 2

INDEX OF SHEETS

Horizontal Datum:

NAD 83 KRCS ZONE 17

Vertical Datum:

NAVD 88 GPS OBSERVATION of NAD 83, KRCS ZONE 17

CP #100

Set 12" Rebar w/ Red CFSE Control Cap N 421,571.444 E 17,380,827.890 El. = 1,441.29

1. To E. 5" Steel Gate Post 49.01' NW

2. To N. Face of West Sign Post (Shooting Range) 13.78' SW

3. To ℄ E-W Asph. Road 59.7' S.

4. To ℄ of Asph. Entr. 55.5' W.

CP #101

Set 12" Rebar w/ Red CFSE Control Cap N 421,688.607 E 17,381,167.960 El. = 1,438.55

1. To Top ℄ of W. End of 24" CMP 16.20' NNW

2. To ℄ of E-W Asph. Road 18.0' S.

3. To ℄ Grav. Entr. to N. 16.0' E.

4. To Top ℄ W. 4" Gate Post 41.6' NNE

CP #102

Set 12" Rebar w/ Red CFSE Control Cap N 421,821.914 E 17,381,435.000 El. = 1,437.24

1. To Mag Nail in Top ℄ of W. Guard Rail Post 14.0' W.

2. To ℄ E-W Asph. Road 16.0' N.

3. To S. Face of 30" Tree 52.9' NNE

4. To Fence PI (N-W) 84.4' ENE

B.M. #1- "X" Cut in W. End of 24" CMP Elev. = 1,436.84

1. To ℄ of Grav. Entr. 21.0' E.

2. To ℄ E-W Asph. Rd. 34.0' S.

B.M. #2- Sawed off "T" Post Flush with Grnd.

Elev. = 1,442.31

1. To 4" Steel Fence Cor. Post 12.9' ENE

2. To E. Face of Pow. Pole 2.0' W.

SW Cor. Sec. 31, T 25 S, R 5 W Fnd. Mag Nail & Wshr. ID Reno Co. Marker

1. To ℄ E-W Asph. Road 2.0' S.

2. To PK Nail & Shiner SW Face Pow. Pole 55.10' SW

3. To ℄ N-S Dirt Road to N. 5.0' E.

4. To Mag & Wshr. W. Face 4x4 Sign Post 19.86' S

5. To 4x4 Conc. R/W Marker 53.30' NE

6. To 4x4 Conc. R/W Marker 54.35' NW

NW Cor. Sec. 6, T 26 S, R 5 W Fnd. Mag & Wshr. ID Reno Co. Marker

1. To ℄ E-W Asph. Road 1.0' S.

2. To ℄ N-S Grav. Road to S. 2.0' E.

3. To Spk. & Wshr. in W. Face Pow. Pole 84.72' SE

4. to "+" Cut N. End E. RCB Hdwl. 126.35' SSE

5. Mag & Wshr. in W. Face 4x4 Sign Post 17.12' N.

S 14 Sec. 31, T 25 S, R 5 W Fnd. 12" Rebar (No Cap)

1. To ℄ E-W Asph. Road 19.0' N.

2. To Mag & Wshr. in E. Face Tel Ped Sign 20.15' S.

3. To Top ℄ SW Cor. Steel Monitoring Well Post 62.36' N.

4. To E-W Barbed Wire Fence 40.0' S.

5. To Spk. & Wshr. E. Face Pow. Pole 106.76' NNE

N 14 Sec. 6, T 26 S, R 5 W Fnd. 5 8" Rebar w/ Cap (Garber CLS 52)

1. To ℄ E-W Grav. Rd. 18.5' N.

2. Spk. & Wshr. Top ℄ Fence Cor. Post 41.17' S.

3. In Line w/ N-S barbed wire Fence to S.

4. To Top ℄ Pipeline Marker 83.5' NE

SE Cor. Sec. 31, T 25 S, R 5 W Fnd. 1"x1" Square Bar

1. To Double Spk. in SW Face 120" Tree 50.36' NE

2. Spk. & Wshr. S. Face 30" Tree 25.23' W.

3. Spk. & Wshr. in NW Face 50" Tree 72.16' NNE

4. To Mag & Wshr. W. Face 4x4 Sign Post 19.86' S

5. To 4x4 Conc. R/W Marker 53.30' NE

6. To ℄ E-W Asph. Road 302.0' N.

NE Cor. Sec. 31, T 26 S, R 5 W Fnd. 12" Rebar

1. To ℄ E-W Dirt Road

2. To ℄ N-S Dirt Road 5.0' W.

3. To Spk. & Wshr. Top Fence Post 43.66' NW

4. Spk. & Wshr. in S. Face Fence Cor. Post 31.84' W.

5. To Top ℄ 5" Steel Fence Cor. Post 25.24' NE

E 14 Cor. Sec. 31, T 25 S, R 5 W Fnd. 12" Rebar w/ Cap

1. To ℄ N-S Trail 6.0' W.

2. Spk. & Tab Top Fence Post 50.79' W.

3. Spk. & Wshr. NW Face 30" Tree 23.39' WSW

4. Spk. & Wshr. E. Face 40" Tree 28.37' SSE

W 14 Cor. Sec. 31, T 25 S, R 5 W Fnd. bar w/ KDOT Cap

1. To ℄ N=S Travel Way 2.0' E.

2. Mag & Wshr. S. Face Fence Post 25.04' W.

3. Spk. & KDOT Wshr. in Top Fence Post 50.69' E.

4. To N-S Line of Pow. Poles 30.3' E.

5. To E-W Fence Line to E. 3.0' N.

NW Cor. Sec. 31, T 25 S, R 5 W Fnd. Bar w/ 2" KDOT Cap

1. To ℄ N-S Travel Way To S. 8.0' E.

2. To ℄ E-W Travel Way to W. 3.0' S.

3. Mag & Wshr. Top ℄ Fence Brace Post 28.78' N.

4. Mag & Wshr. S. Face Fence Post 46.71' NW

5. Spk. & Wshr. in Top Fence Post 18.91' ENE

UTILITY LIST

Brightspeed Telephone Contacted but did not locate. Made several attempts and no response

Power

Magellan Midstream Part 918-574-7098

Panhandle Eastern Pipeline 620-465-2201

Note: ONEOK employee Lane Harris at 580-750-0644 MUST be onsite prior to any excavation activity with the Tolerance Zone.

State law require you to maintain minimum clearance, or tolerance zone, between the point of excavation and a marked pipeline.

Even the most minor damage to a pipeline can have serious consequences. If you cause, witness or suspect even minor damage to pipeline or its protective coating report immediately.

Kansas Department of Wildlife and Parks Cheney Shooting Range

IALBHTENNEK

REENIGNELANOIS

RP SASNA

DES

NECIL

1 Revise base material under sidewalk to 6" AB-3 Base Sh. 3 & 8 - April 11, 2026 2 Revise Plans - Added Erosion Control Plans & Erosion Control Stds. Sh. 10-11-12 - April 13, 2026 3 Revise Plans - Added General Notes Sh. 2 - April 13, 2026 4 Revise Plans - Gravel Surface Marterial from 1" to 3/4"- Sh. 4 - April 14, 2026

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STATE

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PARK

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JCT. US-54

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COUNTY

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SEDGWICK

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RENO

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RENO

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SEDGWICK

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PROJECT LOCATION

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LOCATION MAP

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CANOPY PLANS

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TITLE SHEET

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DEMOLITION PLAN

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SITE PLAN

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SITE GRADING PLAN

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SHOOTING RANGE PLAN & DETAILS

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SITE DETAILS

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EROSION CONTROL PLAN

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EROSION CONTROL STANDARDS

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GENERAL NOTES

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CFS PROJECT: 25-1196

DESCRIPTIONNO.DATE

REVISIONS:

DOCUMENT

ORIGINAL CONTRACT

SHEET NUMBER:

Ap ril

, 2

L N

IALBHTENNEK

REENIGNELANOIS

RP SASNA

DES

NECIL

CONTACT INFORMATION

PROJECT MANAGER:

Rebecca Johnson, Deputy Dir. of Engineering KDWP, Engineering Services rebecca.johnson@ks.gov C: (785) 600-1895

Brett Blackburn, Dir. of Engineer KDWP, Engineering Services brett.blackburn@ks.gov C: (785) 296-8404

GENERAL NOTES

14. The contractor is responsible for the transportation, unloading, storage, and management of all equipment 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 initial 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.

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1. These notes, and other drawing notes contained 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 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 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. Excavations have not been made to verify 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. 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, 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 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 All project waste, including concrete rubble from miscellaneous structures, abandoned pipes, excess excavation, ect. shall be disposed of offsite, at locations designated by Owner.. . 8. Unless noted otherwise, existing utilities are to 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.) 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 All open excavations shall be protected with safety fence. 11. Positive drainage on the site is required Positive drainage on the site is required throughout the project duration. 12. Traffic control devices must conform to the 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 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.

SHEET NUMBER:

ORIGINAL CONTRACT

DOCUMENT

REVISIONS:

DATENO. DESCRIPTION

SEAL:

CFS PROJECT: 25-1196

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12" HDPE

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12" CMP

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18" CMP

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BLDG

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2 BAR AND WIRE FENCE

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12" HDPE CHANGES TO 15" PVC SOMEWHERE ALONG THE LENGTH

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AutoCAD SHX Text PLAN: Lat. and Long.

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SCALE IN FEET

AutoCAD SHX Text Remove Existing Canopy & Columns Salvage Existing Column Angle Iron bracing

AutoCAD SHX Text Remove Existing Conc. Sidewalk

AutoCAD SHX Text Remove Exist. Conc. Sidewalk

AutoCAD SHX Text Exist. Bldg. & Shed to Remain

AutoCAD SHX Text Exist. Sidewalk to Remain

AutoCAD SHX Text Saw Cut

AutoCAD SHX Text Exist. 12" HDPE to Remain In Place

AutoCAD SHX Text Exist. 18" CMP to Remain In Place

AutoCAD SHX Text Note: Contractor to salvage all 16 shooting range benches and reuse at the new firing line locations. Contractor to obtain or construct any additional shoot range benches as needed.

Note: All demolition items shall become the property of the Contractor and shall be disposed of at a site selected by the Contractor and in a manner approved by the Engineer.

1 Revise base material under sidewalk to 6" AB-3 Base - April 11, 2026

4 Revise Gravel Surface Material from 1" to 3/4"- - April 14, 2026

SHEET NUMBER:

ORIGINAL CONTRACT

DOCUMENT

REVISIONS:

DATENO. DESCRIPTION

SEAL:

CFS PROJECT: 25-1196

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12" HDPE

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2 BAR AND WIRE FENCE

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12" HDPE CHANGES TO 15" PVC SOMEWHERE ALONG THE LENGTH

AutoCAD SHX Text Install Conc. Parking Block (Typ.) See Sh. 8 Total 40

AutoCAD SHX Text Shooting Range Plan & Details for layout & dimensions See Sh. 5 (Typ.)

AutoCAD SHX Text Const. 6" AB-3 & 6" Compacted Base Parking Lot 1,009 S.Y.See Sh. 8 for Typical Section

AutoCAD SHX Text Const. 6" Conc. Slab w/ 6" Compacted AB-3 Base. Add #4 bars at 18" O.C. each way, center in slab See Sh. 8

AutoCAD SHX Text Install 12"x 196' HDPE pipe w/ End Sect. (Type I)

AutoCAD SHX Text Install 6"x 142' HDPE Pipe

AutoCAD SHX Text Install 6"x 102' HDPE Pipe

AutoCAD SHX Text Install 6"x 115' HDPE Pipe

AutoCAD SHX Text Const. 16' Wide Entr. w/ 6" AB-3 215 S.Y. & 6" Compacted Base

AutoCAD SHX Text Cleanout and reshape the existing swale and install 4" Aggregate Ditch Lining 8 S.Y., Add a Flapgate on the exit end of the 12" HDPE

AutoCAD SHX Text Note: Unless otherwise noted all construction methods shall conform to the Kansas Department of Transportation standard specifications. All concrete pavement and sidewalks shall be a minimum of 4,000 Lbs. concrete. Any areas disturbed shall be graded back to original conditions then seeded. Any seed placed needs to be approved by the Kansas Department of Wildlife and Parks.

AutoCAD SHX Text GRATE INLET RIM:1428.80 INV IN:1427.25 4" (SW) INV IN:1427.25 4" (SSW) INV IN:1427.25 4" (W) INV IN:1427.25 4" (NW) INV OUT:1426.60 12" (NE)

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RIM:1429.00 INV IN:1428.00 4" (W) INV OUT:1428.00 4" (NNW)

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RIM:1429.00 INV OUT:1428.25 4" (E)

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RIM:1429.00 INV IN:1428.00 4" (W) INV OUT:1428.00 4" (E)

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RIM:1429.00 INV OUT:1428.25 4" (E)

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RIM:1429.00 INV OUT:1428.25 4" (E)

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RIM:1429.00 INV IN:1428.00 4" (W) INV OUT:1428.00 4" (NE)

AutoCAD SHX Text Install 4" deep Gravel Surface w/ 3/4"- Nom. Dia. Clean Crushed Rock. 1,205 S.Y. See Sh. 8

AutoCAD SHX Text Install 4" deep Gravel Surface w/ 3/4"- Nom. Dia. Clean Crushed Rock. 498 S.Y. See Sh. 8

AutoCAD SHX Text Install 4" deep Gravel Surface w/ 3/4"- Nom. Dia. Clean Crushed Rock. 401 S.Y. See Sh. 8

AutoCAD SHX Text Install 4" deep Gravel Surface w/ 3/4"- Nom. Dia. Clean Crushed Rock. 135 S.Y. See Sh. 8

AutoCAD SHX Text Install 6"x 142' Perforated PVC w/ Filter Sock See Sh. 8

AutoCAD SHX Text Install 2 @ 6"x 88' Perforated PVC w/ Filter Sock See Sh. 8

AutoCAD SHX Text Install 2 @ 6"x 54' Perforated PVC w/ Filter Sock See Sh. 8

AutoCAD SHX Text Install 2 @ 6"x 30' Perforated PVC w/ Filter Sock See Sh. 8

AutoCAD SHX Text 8'

AutoCAD SHX Text Cleanout and reshape the existing swale and install 4" Aggregate Ditch Lining 8 S.Y., Add a Flapgate on the exit end of the 15" HDPE

AutoCAD SHX Text Note: Existing shooting range berms shall be scraped and cleaned up for any lead. Then seed any discturb areas.

AutoCAD SHX Text Saw Cut

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RIM:1429.00 INV OUT:1428.25 4" (E)

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RIM:1429.00 INV IN:1428.00 4" (W) INV OUT:1428.00 4" (SE)

AutoCAD SHX Text Note: Contractor to install Safety lights above all shooting stations. Total of 35 lights. A weather tight switch shall be install at each of the 4 ranges in the center near the walkway of the sidewalk that is headed towards the target area. Electrical service shall be included. Voltage for this applicaton is 120 volts. See Sh. 7 for detail.

AutoCAD SHX Text Install 6"x 244' HDPE Pipe

AutoCAD SHX Text Installl 12'x 210'x 5" Conc. Slab w/ 4" free draining granular mat'l. See Sh. 5

AutoCAD SHX Text Install 5" Conc. Sidewalk w/ 6" AB-3 Base See Sh 5 & 8

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SCALE IN FEET

DOCUMENT

REVISIONS:

DATENO. DESCRIPTION

SEAL:

CFS PROJECT: 25-1196

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12" HDPE

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

18" CMP

AutoCAD SHX Text Ex. GRAV. PARKING

AutoCAD SHX Text

SHED

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

SHED

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

CONC

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

2 BAR AND WIRE FENCE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text Finish Floor: 1430.50

AutoCAD SHX Text 10469

AutoCAD SHX Text PLAN: Lat. and Long.

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text 6' Chain Link Fence

AutoCAD SHX Text Extend Berm at Elev. 1347.22

AutoCAD SHX Text Eradicate Existing Berm and use materal to extend the east berm

AutoCAD SHX Text

6' Chain Link Fence

SECTION - TYPE II-P INLET

SECTIONAREA INLET GRATE

PRECAST INLET BOX RISER

PLAN

SECTION A-A

(E) DETAIL

GRATE FRAME

WELD DETAILS

PLAN VIEW

SHEET NUMBER:

ORIGINAL CONTRACT

DOCUMENT

REVISIONS:

DATENO. DESCRIPTION

SEAL:

CFS PROJECT: 25-1196

Co ok

, F la tt

St ro be l E ng in ee rs

, P .A

W oo ds id e Dr

To pe ka

, K S

Ka ns as D ep ar tm en t o f W ild lif e an d Pa rk s

Ch en ey Sh oo tin g R an ge

Ap ril

, 2

Ka ns as D ep t.

W ild lif e

Pa rk s

LIC

ENSED

K A N S A S

PROFESSIONAL EN

GIN

KEN

NETH BLAI

HANDICAPPED PARKING SIGN

6" AB-3 PAVEMENT SECTION

5" CONCRETE SIDEWALK SECTION

CONCRETE WHEEL STOP

4" GRAVEL SURFACE in RANGE

6" CONCRETE SLAB SECTION

1 Revise base material under sidewalk to 6" AB-3 Base - April 11, 2026

AutoCAD SHX Text

#4 WIRES @ 3.83" E.W. (1/3 HORIZ. WELDED TO VERT. CORNER WIRES)

AutoCAD SHX Text NOTE: PIPE BLOCKOUT VARIES WITH PIPE SIZE, MATERIAL AND ALIGNMENT AND SHALL ALLOW 3" CLEAR FROM PIPE TO WALL

AutoCAD SHX Text A 2 EA. < x3x3x3'-1 " 14x3x3x3'-1 " 12" B 4 EA. P X3x0'-3" 14X3x0'-3" C 12 EA. P x3x2'-1 " 14x3x2'-1 " 38" D 2 EA. < x3x3x2'-1 " 14x3x3x2'-1 " 12" E 26 EA. P x0'-2 " 38 x0'-218" F 2 " O.C.78" O.C.

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text

130 LB. YARD GRATE

AutoCAD SHX Text

148 LB. PEDESTRIAN GRATE

AutoCAD SHX Text

250 LB. TRAFFIC GRATE

AutoCAD SHX Text A 2 EA. < x3x3x3'-1 " 12x3x3x3'-1 " 18" B 4 EA. P X3x0'-3" 12X3x0'-3" C 12 EA. P x3x2'- " 12x3x2'- " 78" D 2 EA. < x3x3x2'-1" 14x3x3x2'-1" E 26 EA. P x0'-2 " 38 x0'-238" F 2 " O.C.78" O.C.

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text A 2 EA. < x3x3x3'-1 " 14x3x3x3'-1 " 12" B 4 EA. P X3x0'-3" 14X3x0'-3" C 25 EA. P x2x2'-1 " 14x2x2'-1 " 18" D 2 EA. < x3x3x2'-1 " 14x3x3x2'-1 " 14" E 52 EA. P x1 x0'-1 " 316x1 x0'-1 " 12x0'-1 " 18" F 1- " O.C.716" O.C.

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text NOTES: 1. CAST IN PLACE CONC. SHALL BE 4000PSI. 2. PRECAST CONC. SHALL BE 4000 PSI. 3. REINFORCING WIRE SHALL CONFORM TO ASTM A82. 4. REINFORCING BARS SHALL CONFORM TO ASTM A615. 5. GROUT ALL PIPES IN PLACE. 6. GRATES & FRAMES SHALL BE ASTM A36 STEEL COATED WITH BITUMASTIC BLACK SOLUTION (COAL TAR BASE) AS MANUFACTURED BY KOPPERS OR APPROVED EQUAL. 7. THE INLET TOP SHALL SIT SQUARELY ON TOP OF THE INLET BOTTOM SECTION. THE INLET WALLS SHALL NOT BE OFFSET MORE THAN ONE INCH BETWEEN TOP AND BOTTOM SECTIONS. 8. MAXIMUM PIPE INTRUSION INTO STRUCTURE IS 6". UNIQUE STRUCTURES MIGHT REQUIRE ADDITIONAL ANALYSIS. ENGINEER APPROVAL REQUIRED.

AutoCAD SHX Text

LIFTING NOTCH TYPICAL

AutoCAD SHX Text

LIFTING NOTCH - TYP. ALL CORNERS

AutoCAD SHX Text

PRECAST INLET BOX SECTION

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text 316"

AutoCAD SHX Text TOP OF FLOOR SLAB ELEV. TO BE 3" BELOW F OF OUTLET PIPE. THE 3" MAY BE ELIMINATED WHEN BASE-INVERT ARE POURED MONOLITHIC. SHAPE INVERT TO DRAIN

AutoCAD SHX Text FRONT & BACK = 24" RCP OR 30" CSP ENDS = 15" RCP OR 18" CSP ALLOWABLE ONLY WITH CENTERLINE-WALL LINE INTERSECTION OF 90°

AutoCAD SHX Text

%%UII-P INLET BOX RISER

AutoCAD SHX Text

%%U* MAXIMUM PIPE SIZES

AutoCAD SHX Text 1 "14"

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text

250 LB. GRATE

AutoCAD SHX Text

148 LB. & 130 LB. GRATES

AutoCAD SHX Text 316"

AutoCAD SHX Text

316" 1" AT TOP

AutoCAD SHX Text 14"

AutoCAD SHX Text F

AutoCAD SHX Text 6"

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text 3 " 12"

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text 40 "12"

AutoCAD SHX Text 12"

AutoCAD SHX Text 3 "12"

AutoCAD SHX Text 1 " 1316"

AutoCAD SHX Text 1"

AutoCAD SHX Text 1 "34"

AutoCAD SHX Text 3 "12"

AutoCAD SHX Text 18 "1732"

AutoCAD SHX Text 19 "1132"

AutoCAD SHX Text 1316"

AutoCAD SHX Text SYM PCS LENGTH MATERIAL PCS LENGTH MATERIAL LENGTH MATERIAL MATERIAL A 2 4" 1/4x2 FLAT 2 4" 1/4x2 FLAT 4" 1/4x2 FLAT 1/4x2 FLAT B 2 18 " 1/4x2 FLAT 2 18 " 1/4x2 FLAT 18 " 1/4x2 FLAT 14" 1/4x2 FLAT 1/4x2 FLAT C 2 1/4x3.1/2 FLAT 2 1/4x3.1/2 FLAT 1/4x3.1/2 FLAT D 1 40 " 1/4x3.1/2 FLAT 1 40 " 1/4x3.1/2 FLAT 40 " 1/4x3.1/2 FLAT 12" 1/4x3.1/2 FLAT 1/4x3.1/2 FLAT E 5 4" 3/8 HR ROUND 5 4" 3/8 HR ROUND 4" 3/8 HR ROUND3/8 HR ROUND

AutoCAD SHX Text 3/16

AutoCAD SHX Text 2-4

AutoCAD SHX Text 3/16

AutoCAD SHX Text 2"

AutoCAD SHX Text 40"

AutoCAD SHX Text 36"

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text 7 "14"

AutoCAD SHX Text

6 "TYPICAL12"TYPICAL

AutoCAD SHX Text 4"

AutoCAD SHX Text 77%%D

AutoCAD SHX Text

PRECAST BASE INTEGRAL WITH MANHOLE RISER (ALT.: CAST-IN-PLACE BASE)

AutoCAD SHX Text 10469

AutoCAD SHX Text Sign Panel Shall Be Fabricated From Aluminum Sheeting Astm 3209, Alloy 6061-TB 0.080" Thick. Sign Shall Have Type D Permanently Applied Legend With "E" Silk Screen Processed Legend Superimposed Thereon.

AutoCAD SHX Text Van Accessible Sign At Locations Designated.

AutoCAD SHX Text Surface Of Parking Space (or ground)

AutoCAD SHX Text Post To Be Set In Post Anchor Sleeve with Post Anchor. Post Anchor Sleeve and Post Anchor to be Set in Concrete. 18" Dia.

AutoCAD SHX Text Slope Top of Concrete to Drain

AutoCAD SHX Text 5' Min. - 6' Max.

AutoCAD SHX Text

ACCESSIBLE

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

RESERVED

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

VAN

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

6" SUB-GRADE PREPARATION (90% COMPACTION)

AutoCAD SHX Text

6" GRANULAR BASE MATERIAL (KDOT AB-3)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text 5" CONCRETE SIDEWALK w/ #4 Bars at 18" O.C. both ways, Saw Cut 1.5" deep at 5' O.C. +-

AutoCAD SHX Text 2 3/4"

AutoCAD SHX Text 7"

AutoCAD SHX Text 12"

AutoCAD SHX Text 72"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

6" SUB-GRADE PREPARATION (90% COMPACTION)

AutoCAD SHX Text

1" NOM. DIA. CLEAN CRUSHED ROCK

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text 6" CONCRETE Slab w/ #4 Bars at 18" O.C.

AutoCAD SHX Text 6" PERFORATED PVC w/ FILTER SOCK See Location on Sh. No. 3

AutoCAD SHX Text Note: Excavate the top 4" of turf and soil before placing the 1" nom. clean crushes rock.

AutoCAD SHX Text 4"

AutoCAD SHX Text 6" AB-3 Base (90% COMPACTION)

6" AB-3 Base (90% COMPACTION)

DOCUMENT

REVISIONS:

DATENO. DESCRIPTION

SEAL:

CFS PROJECT: 25-1196

Co ok

, F la tt

St ro be l E ng in ee rs

, P .A

W oo ds id e Dr

To pe ka

, K S

Ka ns as D ep ar tm en t o f W ild lif e an d Pa rk s

Ch en ey Sh oo tin g R an ge

Ap ril

, 2

Ka ns as D ep t.

W ild lif e

Pa rk s

LIC

ENSED

K A N S A S

PROFESSIONAL EN

GIN

KEN

NETH BLAI

Er os io n

C on tro l P la n

2 Revise Plans - Added Erosion Control Plans & Erosion Control Stds. Sh. 10-11-12 - April 13, 2026

AutoCAD SHX Text

12" HDPE

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

18" CMP

AutoCAD SHX Text Ex. GRAV. PARKING

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

SHED

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

CONC

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

2 BAR AND WIRE FENCE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

12" HDPE CHANGES TO 15" PVC SOMEWHERE ALONG THE LENGTH

AutoCAD SHX Text Install 1,825 L.F. Silt Fence around perimeter of site.

AutoCAD SHX Text Install 30 L.F. 20" Biodegradable logs

AutoCAD SHX Text 10469

AutoCAD SHX Text PLAN: Lat. and Long.

AutoCAD SHX Text

SCALE IN FEET

DOCUMENT

REVISIONS:

DATENO. DESCRIPTION

SEAL:

CFS PROJECT: 25-1196

Co ok

, F la tt

St ro be l E ng in ee rs

, P .A

W oo ds id e Dr

To pe ka

, K S

Ka ns as D ep ar tm en t o f W ild lif e an d Pa rk s

Ch en ey Sh oo tin g R an ge

Ap ril

, 2

Ka ns as D ep t.

W ild lif e

Pa rk s

LIC

ENSED

K A N S A S

PROFESSIONAL EN

GIN

KEN

NETH BLAI

Er os io n

C on tro l S ta nd ar ds

2 Revise Plans - Added Erosion Control Plans & Erosion Control Stds. Sh. 10-11-12 - April 13, 2026

10469

DOCUMENT

REVISIONS:

DATENO. DESCRIPTION

SEAL:

CFS PROJECT: 25-1196

Co ok

, F la tt

St ro be l E ng in ee rs

, P .A

W oo ds id e Dr

To pe ka

, K S

Ka ns as D ep ar tm en t o f W ild lif e an d Pa rk s

Ch en ey Sh oo tin g R an ge

Ap ril

, 2

Ka ns as D ep t.

W ild lif e

Pa rk s

LIC

ENSED

K A N S A S

PROFESSIONAL EN

GIN

KEN

NETH BLAI

Er os io n

C on tro l S ta nd ar ds

2 Revise Plans - Added Erosion Control Plans & Erosion Control Stds. Sh. 10-11-12 - April 13, 2026

10469

001-

Sheets and Views

002- General Notes

Sheets and Views

003- Demolition Plan

Sheets and Views

Demo Plan

004-SITE PLAN

Sheets and Views

Site Plan

005-GRADING PLAN

Sheets and Views

Grading Plan

006-Shooting Range Plan and Details Plan

007 Canopy Details

008-Canopy Details

009-Site Details

Sheets and Views

Details (2)

010- Erosion Control Plan

Sheets and Views

Site Plan

011-Erosion Control Stds

Sheets and Views

Site Plan

012-Erosion Control Stds

Sheets and Views

Site Plan

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