Attachment_C_-_Bid_Plans.pdf

PDF 11 MB Posted Apr 30, 2025

Attached to: Dam Slide Repair
Solicitation number: EVT0010322
Issued by: Chautauqua County, Kansas

About this file

Written by GovTribe AI · May 17, 2025

This document is a detailed set of engineering plan sheets for the Chase County State Lake Dam Improvement project, prepared by CFS Engineers for the Kansas Department of Wildlife and Parks. The project involves comprehensive dam reconstruction and improvement for Water Structure No. DCS-0126, located in Chase County, Kansas. The plan set includes multiple technical drawings such as a title sheet, bore hole map, construction plan view, dam profile, erosion control plan, and extensive cross-section details spanning stations 10+00 to 23+50. The drawings provide precise engineering specifications for dam reconstruction, including proposed ground elevations, existing contours, drainage pipe details, embankment requirements, and cross-sectional views of the dam's proposed structural configuration.

The technical specifications indicate a comprehensive dam improvement approach, with detailed requirements for earthwork, material placement, erosion control, and structural integrity. The plan includes specifications for different embankment zones, with precise compaction and moisture density requirements, and details for installing sediment barriers. The project involves replacing and upgrading the existing dam's infrastructure, including a new drawdown pipe, restructuring the dam's profile, and implementing erosion control measures. The location map shows the project is situated in a rural area, with the dam located near Cottonwood Falls, Kansas, at coordinates 38.37 latitude and -96.58 longitude. The engineering drawings demonstrate a methodical approach to dam reconstruction, ensuring structural stability, proper drainage, and environmental considerations.

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File	Type	Posted
Attachment_A_-_General_Specifications.docx	DOCX document	Apr 30, 2025
Attachment_B_-_Construction_Specifications.pdf	PDF	Apr 30, 2025
EVT0010322_-_Dam_Slide_Repair.docx	DOCX document	Apr 30, 2025
Dam_Slide_Repair.pdf	PDF	Apr 30, 2025

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KANSAS ONE-CALL:

1-800-DIG-SAFE

(1-800-344-7233)

KANSAS

ONE CALL

DATE:

SHEET:

PROJ.:

INDEX to SHEETS

WATER STRUCTURE NO. DCS-0126

Kansas Department of Wildlife and Parks Chase County State Lake

Dam Improvement

AutoCAD SHX Text

POP. 91

AutoCAD SHX Text Elmdale

AutoCAD SHX Text

RS 92

AutoCAD SHX Text Simmons

AutoCAD SHX Text Cem.

AutoCAD SHX Text

RS 93

AutoCAD SHX Text

AutoCAD SHX Text Miller

AutoCAD SHX Text Cem.

AutoCAD SHX Text Prarie

AutoCAD SHX Text Grove

AutoCAD SHX Text Cem.

AutoCAD SHX Text

MERIDIAN

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EAST

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COTTONWOOD

AutoCAD SHX Text

FALLS

AutoCAD SHX Text

POP. 798

AutoCAD SHX Text

RS 1918

AutoCAD SHX Text St. Anthony

AutoCAD SHX Text Cem.

AutoCAD SHX Text Strong City

AutoCAD SHX Text

POP. 633

AutoCAD SHX Text 10.9

AutoCAD SHX Text State Lake

AutoCAD SHX Text Prather

AutoCAD SHX Text Creek

AutoCAD SHX Text

COT

AutoCAD SHX Text

TON

AutoCAD SHX Text

AutoCAD SHX Text Stout

AutoCAD SHX Text Run

AutoCAD SHX Text Creek

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B. N. S. F. RY.

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B. N. S. F. RY.

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RS 91

AutoCAD SHX Text

AutoCAD SHX Text Cem.

AutoCAD SHX Text Not

AutoCAD SHX Text Marked

AutoCAD SHX Text Gladstone

AutoCAD SHX Text Creek

AutoCAD SHX Text Spring

AutoCAD SHX Text 6.9

AutoCAD SHX Text 2.6

AutoCAD SHX Text

AutoCAD SHX Text W

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AutoCAD SHX Text S

AutoCAD SHX Text W

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AutoCAD SHX Text C

AutoCAD SHX Text

DRAINAGE AREA MAP

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LOCATION MAP: W 1/2 OF SECTION 30-T19S-R8E CHASE COUNTY, KANSAS NO SCALE

AutoCAD SHX Text Protect yourselves and your property against underground utility damage and liability. Find out where the underground utility lines might be buried before you dig. Anyone digging in Kansas must call before digging. The person who is doing the work is responsible for calling KOC. If the owner contracts with a professional excavator to do the excavation then the professional excavator is responsible for calling KOC. You (the digger) will need to provide information about the work site when you call. This is a FREE service. CALL BEFORE YOU DIG IT'S THE LAW. [Chapter 66.--PUBLIC UTILITIES Article 18.--UTILITY DAMAGE PREVENTION]

AutoCAD SHX Text

TITLE SHEET

AutoCAD SHX Text May 2024

AutoCAD SHX Text 01 of 19 of 1919

AutoCAD SHX Text

PLANS PREPARED BY:

AutoCAD SHX Text 21-1064

AutoCAD SHX Text %%USheet

AutoCAD SHX Text %%UTitle

AutoCAD SHX Text Title Sheet Bore Hole Map Plan View Construction Dam Plan and Profile Dam Section at Draw Down Pipe & Property Map Erosion Control Plan Cross Sections

AutoCAD SHX Text Drainage Area = 2,694 Acres No Scale

AutoCAD SHX Text 01 02 03 04 05 06 07-19-1919

AutoCAD SHX Text

TABLE OF APPROXIMATE QUANITIES

AutoCAD SHX Text Item

AutoCAD SHX Text Unit

AutoCAD SHX Text Quantity

AutoCAD SHX Text Mobilization

AutoCAD SHX Text Note: CONSTRUCTION INSPECTION (BY OWNER) During construction a licensed professional engineer, or their representative, will remain onsite for all construction activities except for clearing and grubbing, removal of structures from the reservoir area. CONSTRUCTION NOTIFICATION Notify the Division of Water Resources 48 hours prior to construction starting and fill being placed over the primary spillway. The contact is Ambrose Ketter, Dam Safety Team Leader, at (785) 564-6653 or Ambrose.Ketter@ks.gov.

AutoCAD SHX Text Clearing and Grubbing (Includes Borrow Pit)

AutoCAD SHX Text Seeding and Mulching (Includes Borrow Pit)

AutoCAD SHX Text Permanent Reference Marker and Witness Post

AutoCAD SHX Text Excavation:

AutoCAD SHX Text

AutoCAD SHX Text 4.19

AutoCAD SHX Text

AutoCAD SHX Text Acres

AutoCAD SHX Text Each

AutoCAD SHX Text Downstream Slope (Benching)

AutoCAD SHX Text Earthfill:

AutoCAD SHX Text Embankment - Class A Compaction (In Place)

AutoCAD SHX Text Excavation, Salvage, and Spreading Topsoil

AutoCAD SHX Text Stormwater Pollution Prevention:

AutoCAD SHX Text Silt Fence/ Sediment Barrier

AutoCAD SHX Text Cu. Yds.

AutoCAD SHX Text L. Ft.

AutoCAD SHX Text 2,270

AutoCAD SHX Text 11,800

AutoCAD SHX Text 1,610

AutoCAD SHX Text 1,160

AutoCAD SHX Text Curlex 1 Erosion Control Mat

AutoCAD SHX Text Sq. Yds.

AutoCAD SHX Text 9,840

AutoCAD SHX Text Toe Drain:

AutoCAD SHX Text Aggregate (ASTM C33 Size 57)

AutoCAD SHX Text Filter Fabric

AutoCAD SHX Text Tons

AutoCAD SHX Text Sq. Yds.

AutoCAD SHX Text 1,171

AutoCAD SHX Text 5,280

AutoCAD SHX Text 4" Perforated PVC Pipe SDR 35

AutoCAD SHX Text L. Ft.

AutoCAD SHX Text

AutoCAD SHX Text 4" PVC Pipe SDR 35

AutoCAD SHX Text L. Ft.

AutoCAD SHX Text

AutoCAD SHX Text 4" End Cap

AutoCAD SHX Text Each

AutoCAD SHX Text

AutoCAD SHX Text Animal Guard for 4" PVC

AutoCAD SHX Text Each

AutoCAD SHX Text

US-50

AutoCAD SHX Text Construction Staking

AutoCAD SHX Text L.S.

AutoCAD SHX Text

AutoCAD SHX Text L.S.

AutoCAD SHX Text Embankment - 4" Hand Compaction (Class C)

AutoCAD SHX Text Cu. Yds.

AutoCAD SHX Text

AutoCAD SHX Text Drawndown Pipe:

AutoCAD SHX Text 24" CMP Extenstion

AutoCAD SHX Text 24" CMP End Section

AutoCAD SHX Text L. Ft.

AutoCAD SHX Text Each

AutoCAD SHX Text

AutoCAD SHX Text Riprap (Light Stone) (100lbs)

AutoCAD SHX Text Tons

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AutoCAD SHX Text Project Location

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PROJECT LOCATION: : 38.37 LATITUDE -96.58 LONGITUDE

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* Includes placement and Class A Compaction of benching into existing dam

AutoCAD SHX Text

21-1064

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BH -D2-

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BH -D3-

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BH -BA5-

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BH -BA4-

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BH -BA7-

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BH -BA8-

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BH -BA6-

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BH -BA9-

AutoCAD SHX Text

BH -BA13-

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BH -BA12-

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BH -BA11-

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MONITORING WELL D-1

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BH -BA10-

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DATE:

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DRAWN BY:

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CHECKED BY:

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SHEET NUMBER:

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CFS PROJECT NO:

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REVISIONS:

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NO.

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DATE

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DESCRIPTION

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MAY 2024

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ATP

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DWH

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SEAL:

AutoCAD SHX Text 02 of 19 of 1919

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text Borrow Pit Limits

Dam and Borrow Pit are property of Kansas Department of Wildlife and Parks 1020 S Kansas Ave., Topeka, KS 66612 h as e

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AutoCAD SHX Text Sta: 11+22 Off: 56'L

AutoCAD SHX Text Sta: 22+57 Off: 52'L

AutoCAD SHX Text Install Toe Drain between Proposed Toe and Exist. Toe, see Blanket Drain Details this sheet.

AutoCAD SHX Text Sta. 16+84.00 Install 4" PVC Outlet Drain 30 L.F., see Toe Drain Details this sheet.

AutoCAD SHX Text Sta. 20+50.00 Install 4" PVC Outlet Drain 40 L.F., see Toe Drain Details this sheet.

AutoCAD SHX Text Dam Stationing

AutoCAD SHX Text Sta. 17+50.00 Install 4" PVC Outlet Drain 30 L.F., see Toe Drain Details this sheet.

AutoCAD SHX Text Exist. Contours

AutoCAD SHX Text Exist. Toe

AutoCAD SHX Text Proposed Toe

AutoCAD SHX Text Install 20 L.F. 4" PVC Outlet drain w/ Animal Guard, Connect to Ex. 4" Cast Iron Outlet Pipe with Fernco Coupler or Approved Equal

AutoCAD SHX Text ASTM C33 Aggregate w/ Geotextile Filter Fabric

AutoCAD SHX Text typ.

AutoCAD SHX Text Exist. Toe of Dam

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Proposed Toe

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Toe Drain Details

AutoCAD SHX Text (Not to Scale)

AutoCAD SHX Text 6 L.F. 4" Diameter PVC with Animal Guard

AutoCAD SHX Text ASTM C33 Aggregate w/ Geotextile Filter Fabric

AutoCAD SHX Text Variable Length 4" Diameter Perforated PVC

AutoCAD SHX Text 4" PVC End Cap

AutoCAD SHX Text Zone II Compacted Fill

AutoCAD SHX Text 4" PVC Connector

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Exist. Toe of Dam

AutoCAD SHX Text Zone II Compacted Fill

AutoCAD SHX Text typ.

AutoCAD SHX Text 2.5

AutoCAD SHX Text

AutoCAD SHX Text Zone II

AutoCAD SHX Text

AutoCAD SHX Text Zone II

AutoCAD SHX Text Center line Dam

AutoCAD SHX Text

AutoCAD SHX Text Zone II

AutoCAD SHX Text Zone I

AutoCAD SHX Text

AutoCAD SHX Text Typical Benching

AutoCAD SHX Text Notes: 1. New Zone II fill lifts to be keyed with either a minimum of 3.0 feet horizontally or a maximum of 3.0 feet vertically into the existing slope going from the existing toe thru the existing bench. 2. The height of each lift in the embankment shall be no more than 9 inches.

AutoCAD SHX Text 3' Minimum

AutoCAD SHX Text 3' Maximum

AutoCAD SHX Text (Not to Scale)

AutoCAD SHX Text (Min.)

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Typical Bench

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text

DATE:

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DRAWN BY:

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CHECKED BY:

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SHEET NUMBER:

AutoCAD SHX Text

CFS PROJECT NO:

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REVISIONS:

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NO.

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DATE

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DESCRIPTION

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MAY 2024

AutoCAD SHX Text

ATP

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DWH

AutoCAD SHX Text

SEAL:

AutoCAD SHX Text Embankment Requirements

AutoCAD SHX Text Source and Type of Material

AutoCAD SHX Text Embankment

AutoCAD SHX Text Zone

AutoCAD SHX Text Source

AutoCAD SHX Text Borrow

AutoCAD SHX Text and

AutoCAD SHX Text Required

AutoCAD SHX Text Excavation

AutoCAD SHX Text Description and

AutoCAD SHX Text Grading

AutoCAD SHX Text Soil w/ 0-35%%%

AutoCAD SHX Text durable Rock>#4

AutoCAD SHX Text Soil w/ 35-65%%%

AutoCAD SHX Text durable Rock>#4

AutoCAD SHX Text Random

AutoCAD SHX Text Depth of

AutoCAD SHX Text Lift

AutoCAD SHX Text Maximum

AutoCAD SHX Text Size Rock

AutoCAD SHX Text Fragment

AutoCAD SHX Text Compaction

AutoCAD SHX Text Class

AutoCAD SHX Text A

AutoCAD SHX Text (Spec. 23)

AutoCAD SHX Text C

AutoCAD SHX Text Reference

AutoCAD SHX Text Test

AutoCAD SHX Text

ASTM

AutoCAD SHX Text

ASTM D-696

AutoCAD SHX Text Required

AutoCAD SHX Text Compaction

AutoCAD SHX Text 95%%%

AutoCAD SHX Text Allowable Moisture

AutoCAD SHX Text Range from

AutoCAD SHX Text Optimum (%%%)

AutoCAD SHX Text Zone IV

AutoCAD SHX Text Zone II

AutoCAD SHX Text 9"

AutoCAD SHX Text 12"

AutoCAD SHX Text 24"

AutoCAD SHX Text 9"

AutoCAD SHX Text 12"

AutoCAD SHX Text 24"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 16"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 16"

AutoCAD SHX Text

AutoCAD SHX Text 18"

AutoCAD SHX Text (Spec. 23)

AutoCAD SHX Text D-698

AutoCAD SHX Text Method A

AutoCAD SHX Text or

AutoCAD SHX Text Method C

AutoCAD SHX Text (Spec. 23)

AutoCAD SHX Text As necessary to

AutoCAD SHX Text obtain compaction

AutoCAD SHX Text 1*

AutoCAD SHX Text 2%%% below to 3%%%

AutoCAD SHX Text Above Optimum

AutoCAD SHX Text

* 1 Sheepsfoot Tamping Roller 2 Pneumatic Roller 3 Vibrating Roller

AutoCAD SHX Text Placement and Moisture Density Requirements

AutoCAD SHX Text Elevation

AutoCAD SHX Text Inc. Storage (ac.ft.)

AutoCAD SHX Text Total Storage (ac.ft.)

AutoCAD SHX Text

AutoCAD SHX Text Area Acres

AutoCAD SHX Text

AutoCAD SHX Text Top of Dam

AutoCAD SHX Text Spwy. Inlet

AutoCAD SHX Text

RESERVOIR STAGE STORAGE TABLE

AutoCAD SHX Text Elevation

AutoCAD SHX Text Flow CFS

AutoCAD SHX Text 1251.4

AutoCAD SHX Text 0.0

AutoCAD SHX Text 1252.0

AutoCAD SHX Text 24.7

AutoCAD SHX Text 1253.0

AutoCAD SHX Text 120.3

AutoCAD SHX Text 1254.0

AutoCAD SHX Text 258.0

AutoCAD SHX Text 1254.7

AutoCAD SHX Text 358.6

AutoCAD SHX Text Top of Dam

AutoCAD SHX Text Peak Elevation

AutoCAD SHX Text

DISCHARGE TABLE

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text CONTROL 21-1064 NAD 83 KRCS ZONE 9 NAVD 88 CP 101 SET " REBAR W/CAP (CFS CONTROL) SET " REBAR W/CAP (CFS CONTROL) 58" REBAR W/CAP (CFS CONTROL) N:252461.618 E:9476872.413 EL:1264.97 E:9476872.413 EL:1264.97 EL:1264.97 1) IN UPPER DAM TOP IN UPPER DAM TOP 2) TO TEST STATION 136.23' NW TO TEST STATION 136.23' NW 136.23' NW 3) TO SW COR VALVE STRUCTURE 68.77' SE TO SW COR VALVE STRUCTURE 68.77' SE 68.77' SE CP 102 SET " REBAR W/CAP (CFS CONTROL) SET " REBAR W/CAP (CFS CONTROL) 58" REBAR W/CAP (CFS CONTROL) N:252997.706 E:9476139.037 EL:1261.77 E:9476139.037 EL:1261.77 EL:1261.77 1) IN UPPER DAM TOP IN UPPER DAM TOP 2) TO SOUTH GATE POST WEST END DAM 78.33' WNW TO SOUTH GATE POST WEST END DAM 78.33' WNW 78.33' WNW 3) TO NORTH GATE POST WEST END DAM 77.86' NW TO NORTH GATE POST WEST END DAM 77.86' NW 77.86' NW BM EC "SQUARE" CUT SW COR. CONC. VALVE STRUCTURE "SQUARE" CUT SW COR. CONC. VALVE STRUCTURE EL: 1261.74

AutoCAD SHX Text 100%%% Standard Proctor Dry Density = 100.0 pcf at 22.5%%%

AutoCAD SHX Text Allowable Moisture Range for Compaction = 20.5 to 25.5 %%%

AutoCAD SHX Text Minimum Acceptable Density in Zones 1 and 2 is 95.0 pcf

AutoCAD SHX Text (Drawing not to scale)

AutoCAD SHX Text Typical Earthfill Placement Details

AutoCAD SHX Text 03 of 19 of 1919

AutoCAD SHX Text Blanket Drain Aggregate (ASTM C33 Size 57)

AutoCAD SHX Text Size

AutoCAD SHX Text % Finer

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text 1"

AutoCAD SHX Text "12"

AutoCAD SHX Text No. 4

AutoCAD SHX Text

AutoCAD SHX Text 95-100

AutoCAD SHX Text 25-60

AutoCAD SHX Text 0-10

AutoCAD SHX Text 0-5

AutoCAD SHX Text NOTES: (1) CLEAR TREES 10 FEET FROM CLEAR TREES 10 FEET FROM DOWNSTREAM TOE. (2) TWO PERMANENT BENCHMARKS TWO PERMANENT BENCHMARKS WILL BE PLACED ONCE CONSTRUCTION IS COMPLETE. BENCHMARKS SHOULD BE LOCATED AT EACH END OF THE EMBANKMENT ALONG THE CENTERLINE, IF POSSIBLE, IN UNDISTURBED SOIL. BENCHMARK LOCATION SHOULD COMPLY WITH KDA-DWR REGULATION K.A.R.5-40-2a

AutoCAD SHX Text Permanent Reference Marker and Witness Post

AutoCAD SHX Text 12" Dia. Concrete

AutoCAD SHX Text Two No. 3 Reinforcing Bars, 3' Long

AutoCAD SHX Text Ground line

AutoCAD SHX Text Set bench mark cap level with ground

AutoCAD SHX Text Witness post (steel post painted bright orange)

AutoCAD SHX Text (minimum of 2 benchmarks along centerline of dam)

AutoCAD SHX Text No. 8

AutoCAD SHX Text *Reservoir Stage Storage data from originals plans, and 2020 Drainage Report.

AutoCAD SHX Text Sta. 10+00, Elev: 1264.54 Sta. 24+75, Elev: 1267.40

AutoCAD SHX Text Install 15 L.F. 24" CMP w/ End Section, Connect to Exist. Drawdown Pipe using Watertight Collar. Install 15 Tons Riprap (Light Stone) (100 lbs)

AutoCAD SHX Text of CMP

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text B-B

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text with nut in outlet end of CMP drain pipe.

AutoCAD SHX Text B

AutoCAD SHX Text 1"

AutoCAD SHX Text 4" PVC pipe located inside

AutoCAD SHX Text Install 3 - 5/16" dia. X 7" long machine bolts

AutoCAD SHX Text

ANIMAL GUARD FOR OUTLET DRAIN

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 8' - 6" dia. helical Corr. Metal Pipe 16 ga.

AutoCAD SHX Text (Drawing not to scale)

AutoCAD SHX Text Zone I

AutoCAD SHX Text Plastic Soil w/ 0-35% durable Rock>#4

AutoCAD SHX Text 9"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 2'

AutoCAD SHX Text Service Spillway

AutoCAD SHX Text 20 C.Y. 4" Hand Compaction (Class C) 2' Min. around Pipe

AutoCAD SHX Text 1262.7

AutoCAD SHX Text Grade/Raise Top of Dam to 1262.70

AutoCAD SHX Text 1251.4

AutoCAD SHX Text

AutoCAD SHX Text 113.6

AutoCAD SHX Text 3513.6

AutoCAD SHX Text 1255.0

AutoCAD SHX Text 414.5

AutoCAD SHX Text 1256.0

AutoCAD SHX Text 596.3

AutoCAD SHX Text 1257.0

AutoCAD SHX Text 785.7

AutoCAD SHX Text 1258.0

AutoCAD SHX Text 1019.7

AutoCAD SHX Text 1259.0

AutoCAD SHX Text 1254.4

AutoCAD SHX Text 1259.4

AutoCAD SHX Text 1260.0

AutoCAD SHX Text 1261.0

AutoCAD SHX Text 1262.0

AutoCAD SHX Text 1262.7

AutoCAD SHX Text 1367.6

AutoCAD SHX Text 1498.1

AutoCAD SHX Text 1776.1

AutoCAD SHX Text 2080.2

AutoCAD SHX Text 2287.4

Spwy. Inlet h as e

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AutoCAD SHX Text Proposed Toe

AutoCAD SHX Text Existing Toe

AutoCAD SHX Text Principal Spillway

AutoCAD SHX Text Dam Stationing

AutoCAD SHX Text Existing 24" CMP Drawdown Pipe

AutoCAD SHX Text Exist. Contours

AutoCAD SHX Text Toe Drain (Typ.)

AutoCAD SHX Text Toe Drain Outlet Pipe (Typ.)

AutoCAD SHX Text Sta: 21+25.00 Valve Box for Drawdown Pipe Elev: 1261.74

AutoCAD SHX Text Service Spillway Elev: 1251.4'

AutoCAD SHX Text Existing Ground Profile

AutoCAD SHX Text Normal Pool Elev: 1251.4'

AutoCAD SHX Text Proposed Minimum Top of Dam 1262.7 Existing Low Point 1261.6

AutoCAD SHX Text Proposed Minimum Top of Dam 1262.7 Existing Low Point 1261.2

AutoCAD SHX Text +10

AutoCAD SHX Text +20

AutoCAD SHX Text +70

AutoCAD SHX Text

DATE:

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DRAWN BY:

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CHECKED BY:

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SHEET NUMBER:

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CFS PROJECT NO:

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REVISIONS:

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NO.

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DATE

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DESCRIPTION

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MAY 2024

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ATP

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DWH

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SEAL:

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SCALE IN FEET

AutoCAD SHX Text 04 of 19 of 1919

AutoCAD SHX Text Profile along Top of Dam

AutoCAD SHX Text

AutoCAD SHX Text PLAN: Lat. and Long.

AutoCAD SHX Text Vert.

PROFILE: Horz. same as above h as e

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AutoCAD SHX Text Off: -38.64' Elev: 1252.01

AutoCAD SHX Text Off: -123.16' Elev: 1218.20

AutoCAD SHX Text CL = Sta. 21+25.00

AutoCAD SHX Text Exist. Pipe Outlet Watertight Connection Off: -130.38' FL: 1210.24

AutoCAD SHX Text Exist. 24" CMP Drawdown Pipe

AutoCAD SHX Text Exist. Bench

AutoCAD SHX Text Normal Pool Elev: 1251.0

AutoCAD SHX Text Valve Box

AutoCAD SHX Text Remove all disturbed soil in slide areas. Bench new grading into existing slope/grade.

AutoCAD SHX Text 2.5:1

AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Off: -117.34 Elev: 1218.82

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Elev: 1212.67

AutoCAD SHX Text Proposed Pipe Outlet Off: -145.38' FL: 1210.20

AutoCAD SHX Text Install 15 L.F. 24" CMP w/ End Section

AutoCAD SHX Text 4" Hand Compaction (Class C)

AutoCAD SHX Text Install 15 tons Riprap (Light Stone) (100lbs)

AutoCAD SHX Text Install 20 L.F. 4" PVC w/ Animal Guard

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

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CHECKED BY:

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SHEET NUMBER:

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CFS PROJECT NO:

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REVISIONS:

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NO.

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DATE

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DESCRIPTION

AutoCAD SHX Text

MAY 2024

AutoCAD SHX Text

ATP

AutoCAD SHX Text

DWH

AutoCAD SHX Text

SEAL:

AutoCAD SHX Text Cross Section at Drawdown Pipe

AutoCAD SHX Text Scale 1"=10'

AutoCAD SHX Text 05 of 19 of 1919

AutoCAD SHX Text Adjacent Land Owner No Scale

AutoCAD SHX Text

POTTS, MARK W; UTA, PATRICIA J

AutoCAD SHX Text

MUSHRUSH, JOSEPH R & CONSTANCE M

AutoCAD SHX Text

CAHOONE, JAMES V & MARY A

AutoCAD SHX Text

MILLER, DANIEL D & KATHLEEN A

AutoCAD SHX Text

BARR, JAMES F & DARLENE F

AutoCAD SHX Text

STATE OF KANSAS FORESTRY LANDON STATE OFFICE BLDG

AutoCAD SHX Text

MILLER, DANIEL D & KATHLEEN A

AutoCAD SHX Text

MILLER, DANIEL D & KATHLEEN A

AutoCAD SHX Text

MILLER, DANIEL D & KATHLEEN A

AutoCAD SHX Text

STATE OF KANSAS FORESTRY LANDON STATE OFFICE BLDG

AutoCAD SHX Text

MAYES, SARAH J & MICHAEL W

AutoCAD SHX Text

GLANVILLE, RANDY

AutoCAD SHX Text

MASHED O RANCH LLC

AutoCAD SHX Text

MASHED O RANCH LLC

AutoCAD SHX Text

MAYES, SARAH J & MICHAEL W

Construction Ingress/ Egress Route h as e

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P la n

AutoCAD SHX Text Silt Fence or Sediment Barrier

AutoCAD SHX Text Erosion Control Mat (Curlex 1)

AutoCAD SHX Text Proposed Toe

AutoCAD SHX Text Toe Drain (Typ.)

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

CFS PROJECT NO:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MAY 2024

AutoCAD SHX Text

ATP

AutoCAD SHX Text

DWH

AutoCAD SHX Text

SEAL:

AutoCAD SHX Text 06 of 19 of 1919

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text Erosion Control Blanket Curlex 1 Detail

AutoCAD SHX Text (Drawing not to scale)

AutoCAD SHX Text Flow

AutoCAD SHX Text Bales must be tightly

AutoCAD SHX Text abutting with NO gaps

AutoCAD SHX Text Wedge loose straw

AutoCAD SHX Text between bales

AutoCAD SHX Text Twine/wire

AutoCAD SHX Text

2. Place and Stake Straw Bales

AutoCAD SHX Text 4 Inches (min.)

AutoCAD SHX Text 1' x 2' stake (2 per bale)

AutoCAD SHX Text Flow

AutoCAD SHX Text Backfill

AutoCAD SHX Text Material

AutoCAD SHX Text

3. Backfill and compact excavated soil

AutoCAD SHX Text

1. Excavate the Trench

AutoCAD SHX Text Installation of Bale Sediment Barrier

AutoCAD SHX Text Flow

AutoCAD SHX Text width

AutoCAD SHX Text bale

AutoCAD SHX Text (Drawing not to scale)

AutoCAD SHX Text Staked and entrenched 50 lb.

AutoCAD SHX Text (approximate) straw bale

AutoCAD SHX Text 1' x 2' wood stake

AutoCAD SHX Text Twine or wire

AutoCAD SHX Text prevent piping

AutoCAD SHX Text Compacted soil to

AutoCAD SHX Text Sediment Laden Runoff

AutoCAD SHX Text 4" min. bale trench

AutoCAD SHX Text 6 inches

AutoCAD SHX Text (min.)

AutoCAD SHX Text Typical Bale Sediment Barrier

AutoCAD SHX Text (Drawing not to scale)

AutoCAD SHX Text NOTES: 1. EROSION CONTROL BLANKET SHALL BE USED EROSION CONTROL BLANKET SHALL BE USED ON THE DOWNSTREAM SLOPE IN PLACE OF TEMPORARY EROSION CONTROL. 2. SEDIMENT BARRIERS SHALL BE USED AND SEDIMENT BARRIERS SHALL BE USED AND PLACED ON THE DOWNSTREAM TOE OF FILL OF THE EMBANKMENT WITH CONSTRUCTION OF NEW SLOPE. 3. TOPSOILING: ALL DISTURBED AREA NOT TOPSOILING: ALL DISTURBED AREA NOT COVERED BY WATER SHALL HAVE A MINIMUM OF 6 INCHES OF TOPSOIL. 4. ALL AREA DISTURBED BY CONSTRUCTION ALL AREA DISTURBED BY CONSTRUCTION SHALL BE SEEDED AND MULCHED. THE AREA SHALL BE MONITORED MONTHLY UNTIL AT LEAST 70 PERCENT OF THE VEGETATION IS ESTABLISHED.

PERMANENT SEED MIX: : USE 10# K-31FESCUE (MIN 98-85) AT 10#/ 1,000 SF AND 400# 12-12-12 PER ACRE ON DOWNSTREAM SLOPE OF DAM (2.13 ACRES). ON BORROW PIT AREAS (2.06 ACRES) USE : 300# 12-12-12/ ACRE FERTILIZER 200# K-31 PER ACRE 6# SWITCHGRASS PER ACRE 12# BIG BLUESTEM PER ACRE PLUS THE KDOT PERMANENT MIX INCLUDING THE WILDFLOWER MIX USE THE KDOT SPECS FOR ROADSIDE MULCHING h as e

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AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Cut Area (Benching):0 S.F. Fill Area: 19.42 S.F. Toe Drain: 0 S.F.

AutoCAD SHX Text Cut Area (Benching): 0 S.F. Fill Area: 19.69 S.F. Toe Drain: 0 S.F.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

CFS PROJECT NO:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MAY 2024

AutoCAD SHX Text

ATP

AutoCAD SHX Text

DWH

AutoCAD SHX Text

SEAL:

AutoCAD SHX Text 07 of 19 of 1919

Horz. and Vert. Scale 1"=10' h as e

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AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Cut Area (Benching): 25.67 S.F. Fill Area: 37.65 S.F. Toe Drain: 2.33 S.F.

AutoCAD SHX Text Cut Area (Benching): 31.83 S.F. Fill Area:63.14 S.F. Toe Drain: 4.22 S.F.

AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

CFS PROJECT NO:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MAY 2024

AutoCAD SHX Text

ATP

AutoCAD SHX Text

DWH

AutoCAD SHX Text

SEAL:

AutoCAD SHX Text 08 of 19 of 1919 h as e

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AutoCAD SHX Text Cut Area (Benching): 35.86 S.F. Fill Area: 86.76 S.F. Toe Drain: 7.06 S.F.

AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Cut Area (Benching): 49.20 S.F. Fill Area: 106.18 S.F. Toe Drain: 9.46 S.F.

AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

CFS PROJECT NO:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MAY 2024

AutoCAD SHX Text

ATP

AutoCAD SHX Text

DWH

AutoCAD SHX Text

SEAL:

AutoCAD SHX Text 09 of 19 of 1919 h as e

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AutoCAD SHX Text Cut Area (Benching): 46.54 S.F. Fill Area: 146.36 S.F. Toe Drain: 11.48 S.F.

AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Cut Area (Benching): 49.00 S.F. Fill Area: 176.48 S.F. Toe Drain: 14.52 S.F.

AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

CFS PROJECT NO:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MAY 2024

AutoCAD SHX Text

ATP

AutoCAD SHX Text

DWH

AutoCAD SHX Text

SEAL:

AutoCAD SHX Text 10 of 19 of 1919 h as e

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AutoCAD SHX Text Cut Area (Benching): 50.30 S.F. Fill Area: 215.16 S.F. Toe Drain: 16.77 S.F.

AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Cut Area (Benching): 58.51 S.F. Fill Area: 263.85 S.F. Toe Drain: 17.47 S.F.

AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

CFS PROJECT NO:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MAY 2024

AutoCAD SHX Text

ATP

AutoCAD SHX Text

DWH

AutoCAD SHX Text

SEAL:

AutoCAD SHX Text 11 of 19 of 1919 h as e

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AutoCAD SHX Text Cut Area (Benching): 55.44 S.F. Fill Area: 311.38 S.F. Toe Drain: 19.52 S.F.

AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Cut Area (Benching): 61.57 S.F. Fill Area: 327.40 S.F. Toe Drain: 22.94 S.F.

AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

CFS PROJECT NO:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MAY 2024

AutoCAD SHX Text

ATP

AutoCAD SHX Text

DWH

AutoCAD SHX Text

SEAL:

AutoCAD SHX Text 12 of 19 of 1919 h as e

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AutoCAD SHX Text Cut Area (Benching): 63.18 S.F. Fill Area: 363.39 S.F. Toe Drain: 23.25 S.F.

AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Cut Area (Benching): 57.34 S.F. Fill Area: 481.59 S.F. Toe Drain: 27.21 S.F.

AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

CFS PROJECT NO:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MAY 2024

AutoCAD SHX Text

ATP

AutoCAD SHX Text

DWH

AutoCAD SHX Text

SEAL:

AutoCAD SHX Text 13 of 19 of 1919 h as e

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AutoCAD SHX Text Cut Area (Benching): 63.22 S.F. Fill Area: 377.26 S.F. Toe Drain: 25.00 S.F.

AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Cut Area (Benching): 62.60 S.F. Fill Area: 412.15 S.F. Toe Drain: 23.43 S.F.

AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

CFS PROJECT NO:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MAY 2024

AutoCAD SHX Text

ATP

AutoCAD SHX Text

DWH

AutoCAD SHX Text

SEAL:

AutoCAD SHX Text 14 of 19 of 1919 h as e

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AutoCAD SHX Text Cut Area (Benching): 62.96 S.F. Fill Area: 430.99 S.F. Toe Drain: 26.04 S.F.

AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Cut Area (Benching): 68.04 S.F. Fill Area: 501.12 S.F. Toe Drain: 29.45 S.F.

AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

CFS PROJECT NO:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MAY 2024

AutoCAD SHX Text

ATP

AutoCAD SHX Text

DWH

AutoCAD SHX Text

SEAL:

AutoCAD SHX Text 15 of 19 of 1919 h as e

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AutoCAD SHX Text Cut Area (Benching): 75.21 S.F. Fill Area: 533.13 S.F. Toe Drain: 30.39 S.F.

AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Cut Area (Benching): 68.66 S.F. Fill Area: 514.48 S.F. Toe Drain: 34.05 S.F.

AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

CFS PROJECT NO:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MAY 2024

AutoCAD SHX Text

ATP

AutoCAD SHX Text

DWH

AutoCAD SHX Text

SEAL:

AutoCAD SHX Text 16 of 19 of 1919 h as e

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AutoCAD SHX Text Cut Area (Benching): 64.52 S.F. Fill Area: 472.39 S.F. Toe Drain: 36.24 S.F.

AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Cut Area (Benching): 61.17 S.F. Fill Area: 293.39 S.F. Toe Drain: 29.13 S.F.

AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

CFS PROJECT NO:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MAY 2024

AutoCAD SHX Text

ATP

AutoCAD SHX Text

DWH

AutoCAD SHX Text

SEAL:

AutoCAD SHX Text 17 of 19 of 1919 h as e

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AutoCAD SHX Text Cut Area (Benching): 51.96 S.F. Fill Area: 134.04 S.F. Toe Drain: 11.64 S.F.

AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Cut Area (Benching): 36.56 S.F. Fill Area: 45.03 S.F. Toe Drain: 3.96 S.F.

AutoCAD SHX Text Toe Drain

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

CFS PROJECT NO:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MAY 2024

AutoCAD SHX Text

ATP

AutoCAD SHX Text

DWH

AutoCAD SHX Text

SEAL:

AutoCAD SHX Text 18 of 19 of 1919 h as e

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2+ t o

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AutoCAD SHX Text Cut Area(Benching): 26.36 S.F. Fill Area: 15.47 S.F. Toe Drain: 0 S.F.

AutoCAD SHX Text Proposed Ground

AutoCAD SHX Text Exist. Ground

AutoCAD SHX Text Cut Area(Benching): 0 S.F. Fill Area: 13.90 S.F. Toe Drain: 0 S.F.

AutoCAD SHX Text Cut Area(Benching): 0 S.F. Fill Area: 12.04 S.F. Toe Drain: 0 S.F.

AutoCAD SHX Text Note: End Grading @ Sta 23+70.00

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text

CFS PROJECT NO:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MAY 2024

AutoCAD SHX Text

ATP

AutoCAD SHX Text

DWH

AutoCAD SHX Text

SEAL:

AutoCAD SHX Text 19 of 19 of 1919

Sheets and Views

01 Title

02 Bore Hole Map

03 Plan

04 Profile

05 Pipe Cross Section

06 Erosion Control

07 Section Sheet - (1)

08 Section Sheet - (2)

09 Section Sheet - (3)

10 Section Sheet - (4)

11 Section Sheet - (5)

12 Section Sheet - (6)

13 Section Sheet - (7)

14 Section Sheet - (8)

15 Section Sheet - (9)

16 Section Sheet - (10)

17 Section Sheet - (11)

18 Section Sheet - (12)

19 Section Sheet - (13)

File details come from the government source that posted it. Updated May 17, 2025.