BBR32_Plans_Revised.pdf

PDF 11 MB Posted Aug 6, 2025

Attached to: Streambank Stabilization - Tuttle State and local contract opportunity
Solicitation number: EVT0010441
Issued by: Marion County, Medicine Lodge City, Kansas

About this file

Written by GovTribe AI · Sep 1, 2025

This is a detailed engineering design set of drawings for the Big Blue River - Site BBR32 Streambank Stabilization project for the Kansas Department of Agriculture, located in Marshall County, Kansas. The project involves comprehensive streambank stabilization using multiple engineering techniques including bendway weirs, longitudinal peaked stone toe protection (LPSTP), rock keys, root wads, and strategic riprap placement along approximately 2,025 linear feet of the Big Blue River. The project involves significant earthwork, including approximately 12,730 cubic yards of soil excavation, 3,475 cubic yards of soil fill, 9,724 tons of rock riprap, 14 root wads, and 9,006 live stakes. The project timeline includes submittals on 6/20/2025, 6/30/2025, and 7/15/2025, with bid documents prepared by 7/22/2025.

The project's engineering specifications indicate a complex riverbank restoration approach, with a focus on erosion control and ecological stabilization. The design includes nine bendway weirs of varying lengths and angles, strategically placed along the river's curve to redirect water flow and prevent further erosion. The cross-sections reveal a detailed grading plan with specific elevation changes, slope ratios (typically 3:1), and careful consideration of existing ground levels. Additional infrastructure includes 65 linear feet of 12" HDPE pipe, two 12" - 22.5° bends, one 12" flared end section, and an 18" drain basin. Vegetation restoration is also a key component, with plans for temporary and permanent seeding across 6.4 acres and bare root plantings of sycamore and willow cuttings to enhance bank stabilization.

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EVT0010441_-_Streambank_Stabilization_-_Tuttle_-_IFB.pdf	PDF	Aug 6, 2025
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ISSUE

MARK DATE DESCRIPTION

6/20/2025

06/30/2025 07/15/2025 07/22/2025 08/27/2025

30% SUBMITTAL

60% SUBMITTAL

90% SUBMITTAL

BID DOCUMENTS

ADDENDUM #1

BIG BLUE RIVER - SITE BBR32

STREAMBANK STABILIZATION

FOR KANSAS DEPARTMENT

OF AGRICULTURE

230240.02 T.R.W.

1937 N CHESTNUT ST

WAHOO, NE 68066

800.723.8567 | jeo.com

ORGANIZATION CERTIFICATE OF

AUTHORIZATION NUMBER: E-440 & LS-92

JEO PROJECT NO.:

DRAWN BY:

QAQC:

SCALES SHOWN FOR 22"x34" SHEET

VERIFY SCALE FOR REDUCED OR PRINTED COPIES

26971

TTHEW L. GARDER

PROFESS IONA L ENGINEE

LICENSED

KA N SAS

BIG BLUE RIVER - SITE BBR32

STREAMBANK STABILIZATION

FOR KANSAS DEPARTMENT OF AGRICULTURE

SHEET NO. SHEET NAME

SCALE: N.T.S.

MARSHALL COUNTY, KANSAS

CLIENT PROJECT NO.: TSP-2025-11

JEO PROJECT NO.: 230240.02

SEC 31, T3S, R7E

Know what'sbelow.

before you dig.Call

LAND OWNER:

ADDRESS: CONTACT INFO:

1510 3RD RD

WATERSVILLE, KS 66548

JOHN HANKE

P: 785.562.7157

ADDRESS: CONTACT INFO:

JEO CONSULTING GROUP, INC.

4400 COLLEGE BLVD

OVERLAND PARK, KS 66211

MATTHEW L .GARDER

MGARDER@JEO.COM

P: 402.676.1393

G001 COVER SHEET & LOCATION MAP

G002 SYMBOLS SHEET

G003 GENERAL NOTES & PROJECT QUANTITIES

V101 CONTROL SHEET

V102 EXISTING SITE & DEMOLITION PLAN

V401 ENLARGED DEMOLITION PLAN

C101 OVERALL PROPOSED SITE PLAN

C102 - C104 PROPOSED SITE PLAN

C105 SEDIMENT & EROSION CONTROL PLAN

C301 CROSS SECTIONS

C501 - C502 DETAILS

NOTE: NEITHER THE OWNER (CLIENT) NOR JEO CONSULTING GROUP, INC. ASSUMES ANY RESPONSIBILITY FOR UTILITY LOCATIONS BEING ACCURATELY SHOWN OR NOT SHOWN ON THE PLANS. A REQUEST FOR UTILITY LOCATES WAS MADE FOR

THIS LOCATION AS PER THE ONE-CALL NOTIFICATION SYSTEM ACT.

(DATE: OC DATE TICKET NO.: TICKET NO ).

UTILITIES SHOWN ARE FROM FIELD MARKINGS PROVIDED IN THE FIELD BY THE UTILITY PROVIDERS.

THE EXACT LOCATION AND/OR SIZE OF UNDERGROUND FEATURES MAY NOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. FIELD VERIFICATION OF UTILITIES MAY BE REQUIRED. CONTRACTOR(S) SHALL NOTIFY THE RESPECTIVE UTILITY

COMPANIES BEFORE COMMENCING ANY WORK.

LOCATION MAP

SHEET IDENTIFICATION

CONTACTS

INDEX OF SHEETS

CIVIL ENGINEER:

Dr aw ing N am e:

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-D

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Pl ott ed B y:

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I E

D D

(3 4.0

0 X

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Pl ot Sc ale : 1

G101

DISCIPLINE DESIGNATOR

SHEET TYPE DESIGNATOR

SHEET SEQUENCE

DISCIPLINE DESIGNATOR

G GENERAL

C CIVIL

A ARCHITECTURAL

S STRUCTURAL

M MECHANICAL

P PLUMBING

E ELECTRICAL

SHEET TYPE DESIGNATOR

0 GENERAL

1 PLANS AND COMBINATION PLAN & PROFILE

2 ELEVATIONS AND PROFILES

3 SECTIONS

4 LARGE SCALE VIEWS

5 DETAILS

6 SCHEDULES AND DIAGRAMS

7 NOT USED

8 NOT USED

9 3D REPRESENTATIONS

G001

COVER SHEET & LOCATION MAP

PROJECT LOCATION,

MARSHALL COUNTY, KANSAS

MARYSVILLE, KS

HIGHWAY 36HIGHWAY 36

OSAGE RD

BIG

8/27/2025 http://www.jeo.com

ENLARGED DETAIL

SECTION

ELEVATION

REFERENCED NOTE

CENTER PIVOT

CEMETERY

CAVE

CHURCH

CISTERN

GRAVE

GUARD POST

LATRINE

OIL WELL

ITEM SYMBOL

MISC FEATURES

LINESTYLES

ITEM SYMBOL

FENCE (WIRE OR UNKNOWN)

BREAK LINE

CABLE TELEVISION

CENTERLINE OF ROAD

CONTOUR MINOR (EX)

CONTOUR MAJOR (EX)

ELECTRIC (UGND, NS)

CONTOUR MINOR (PR)

CONTOUR MAJOR (PR)

CULVERT

STST

ST ST

ELECTRIC (OVHD)

FIBER OPTIC LINE

OHE OHE

FO FO

FLOWLINE (BREAKLINE)

GAS LINE

GUARDRAIL

PROPERTY BOUNDARY

PROPERTY LOT LINES (PR)

RAILROAD TRACKS

RETAINING WALL

RIGHT-OF-WAY LINE ROW ROW

SANITARY SEWER (EX)

SANITARY SEWER (PR) 8'' SAN 8'' SAN

STORM SEWER (EX)

STORM SEWER (PR)

SAN SEWER FORCE MAIN (EX) 8'' FM 8'' FM

SAN SEWER FORCE MAIN (PR) 8'' FM 8'' FM

TELEPHONE LINE (OVHD) OHT OHT

TELEPHONE LINE (UGND) UGT UGT

TERRACE

TRAVELED WAY

WATER (EX) 6'' W 6'' W

WATER (PR) 6'' W 6'' W

FENCE (WOODEN)

FENCE (CHAINLINK)

8'' SAN

CROPLINE

(OFFSET TO PIPE SIZE)

ST STST ST

12" ST

UTV UTV

LIMITS OF CONSTRUCTION LOC LOC

FIRE SERVICE 6'' F 6'' F

RAILROAD RIGHT-OF-WAY RR ROW RR ROW

CONTOUR MINOR (EX,SCREENED)

CONTOUR MAJOR (EX,SCREENED)

FENCE (SECURITY)

G G

FIRE HYDRANT (EXISTING)

FIRE HYDRANT IN PROFILE

FIRE HYDRANT (PROPOSED)

POWER (ELEC) PEDESTAL

POWER POLE (EXISTING)

POWER POLE (PROPOSED)

POWER (ELEC) PULL BOX OR

MANHOLE

POWER (ELEC) METER

SEPTIC TANK

TELEVISION PEDESTAL

TELEVISION MANHOLE

TRAFFIC SIGNAL

TRAFFIC SIGNAL BOX

WATER

WATER MANHOLE

WATER VALVE

WELL

YARD HYDRANT

WATER SHUT OFF OR

CURB STOP

WATER ELEVATION

11- 1/4° 22- 1/2°

45° 90°

CROSS

PLUG

REDUCER

TEE

WATER FITTINGS

CLEANOUT

UTILITIES

ITEM SYMBOL

CURB INLET

GRATE INLET

CATCH BASIN

ELECTRICAL HIGHLINE TOWER (METAL

OR CONCRETE)

GUY POLE

GUY WIRE ANCHOR

LIGHT POLE

SANITARY MANHOLE

STORM SEWER MANHOLE

AIR CONDITIONING UNIT

ANCHOR POLE/POST

ANTENNA

WATER TOWER

WATER METER

WATER METER PIT

TELEPHONE

FIBER OPTICS PULL BOX

TELEPHONE POLE

TELEPHONE PULL BOX OR

MANHOLE

TELEPHONE PEDESTAL

GAS METER

GAS FILL PIPE

GAS PUMP

GAS VALVE

GAS VENT

GAS MANHOLE

UNDERGRND STORAGE TANK

VALVE (NON-SPECIFIC)

MANHOLE (NON-SPECIFIC)

SITE & SIGNAGE

ITEM

RIGHT OF WAY MARKER

ROAD SIGNS

COUNTY ROAD

INTERSTATE HIGHWAY

STATE HIGHWAY

U.S. HIGHWAY

SATELLITE TV DISH

SIGN

FLAG POLE

MAILBOX

MILE MARKER POST

VEGETATION

ITEM

BUSH

CONIFEROUS TREE

DECIDUOUS TREE

MARSH/WETLAND

TREE MASS LINE

TREE STUMP

BARRICADE

PROPANE TANK

RAILROAD CROSSING SIGNAL

WINDMILL

RAILROAD SWITCH

SYMBOL

POINT ELEVATION (EXISTING)

POINT ELEVATION (PROPOSED)

TEMPORARY POINT

TEST BORING

BENCHMARK

CONTROL POINT (NON-PROPERTY)

MONUMENT FOUND (PROPERTY)

MONUMENT SET

CONTROL & ELEVATION

ITEM SYMBOL

STORM SEWER

GAS

SANITARY

POWER, ELECTRICAL, LIGHT, AND TRAFFIC

ITEM SYMBOL

GENERAL

PLAN REVISION

GRAPHIC SCALE

PLAN

NORTH ARROW

0.00

12"ST

SWPPP

INLET PROTECTION

STRAW WATTLE CHECK

FLOW ARROW (PLAN)

SF SF

RIP RAP

SEEDING

AREA INLET

FILTER PROTECTION

MATTING

ITEM SYMBOL

SILT FENCE

EXISTING PAVEMENT JOINT

ITEM SYMBOL

PAVEMENT MARKING

PAVEMENT REBAR

HANDICAP SYMBOL

TRANSVERSE JOINT

LONGITUDINAL JOINT

EXPANSION/KEYED JOINT

PAVING FEATURES

STRAW BALE CHECK

0000.00 TC

100.00 TC

TOP OF PAVEMENT TP

TOP OF CURB TC

GROUND GR

TOP OF WALL TW

GRID TICK

BOTTOM OF WALL BW

FLOWLINE FL

CABLE TV (NS) <UTV> <UTV>

ELECTRIC (UGND) UGE UGE

ELECTRIC (OVHD, NS) <OHE> <OHE>

FIBER OPTIC LINE (NS) <FO> <FO>

GAS LINE (NS) <G> <G>

PROPERTY LINES (EX,NS)

SANITARY SEWER (NS) <SAN> <SAN>

STORM SEWER (NS) <ST> <ST>

TELEPHONE LINE (UGND,NS) <UGT> <UGT>

TELEPHONE LINE (OVHD,NS) OHT OHT

WATER (NS) <W> <W>

EXISTING EX

EXISTING, NOT-SURVEYED NS

PROPOSED PR

OVERHEAD OVHD

UNDERGROUND UGND

ASPHALT PAVEMENT (EX.)

CONCRETE PAVEMENT (EX.)

GRAVEL (EX.)

BRICK PAVEMENT (EX.)

ASPHALT PAVEMENT (PR.)

CONCRETE PAVEMENT (PR.)

GRAVEL (PR.)

BRICK PAVEMENT (PR.)

COMMON HATCHING

ITEM HATCH

CONCRETE SIDEWALK (PR)

GRAPHIC SCALE

PROFILE/

CROSS SECTION

HORIZ.=

VERT.=

KEYNOTE OR TABULAR

NOTE 101

0000.00'

D0.0

UNDISTURBED EARTH

EARTH

GRANULAR FILL

SAND MORTAR, PLASTER

CONCRETE

BRICK

CONCRETE BLOCK

METAL

WOOD FRAMING

INTERRUPTED MEMBER

BATT INSULATION

RIGID INSULATION

ISSUE

MARK DATE DESCRIPTION

6/20/2025

06/30/2025 07/15/2025 07/22/2025

30% SUBMITTAL

60% SUBMITTAL

90% SUBMITTAL

BID DOCUMENTS

BIG BLUE RIVER - SITE BBR32

STREAMBANK STABILIZATION

FOR KANSAS DEPARTMENT

OF AGRICULTURE

230240.02 T.R.W.

1937 N CHESTNUT ST

WAHOO, NE 68066

800.723.8567 | jeo.com

ORGANIZATION CERTIFICATE OF

AUTHORIZATION NUMBER: E-440 & LS-92

JEO PROJECT NO.:

DRAWN BY:

QAQC:

SCALES SHOWN FOR 22"x34" SHEET

VERIFY SCALE FOR REDUCED OR PRINTED COPIES

26971

TTHEW L. GARDER

PROFESS IONA L ENGINEE

LICENSED

KA N SAS

Dr aw ing N am e:

-G

.dw g

Fil e P ath : J

:\P ro jec ts\

.02

-K

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S tre am ba nk

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Pl ott ed B y:

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D (3

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: 1 :1

0 5 10

G002

SYMBOLS SHEET

7/21/2025

ISSUE

MARK DATE DESCRIPTION

6/20/2025

06/30/2025 07/15/2025 07/22/2025

30% SUBMITTAL

60% SUBMITTAL

90% SUBMITTAL

BID DOCUMENTS

BIG BLUE RIVER - SITE BBR32

STREAMBANK STABILIZATION

FOR KANSAS DEPARTMENT

OF AGRICULTURE

230240.02 T.R.W.

1937 N CHESTNUT ST

WAHOO, NE 68066

800.723.8567 | jeo.com

ORGANIZATION CERTIFICATE OF

AUTHORIZATION NUMBER: E-440 & LS-92

JEO PROJECT NO.:

DRAWN BY:

QAQC:

SCALES SHOWN FOR 22"x34" SHEET

VERIFY SCALE FOR REDUCED OR PRINTED COPIES

26971

TTHEW L. GARDER

PROFESS IONA L ENGINEE

LICENSED

KA N SAS

Dr aw ing N am e:

-G

.dw g

Fil e P ath : J

:\P ro jec ts\

.02

-K

-D

S tre am ba nk

\7 De sig n\2

D ra wi ng s\_ Sh ee ts

Pl ott ed B y:

Sh ee t S ize

: A

I E

D (3

4.0 0 X

.00

Pl ot

Sc ale

: 1 :1

G003

GENERAL NOTES AND

PROJECT QUANTITIES

STRUCTURE SPECIFICATIONS

PROJECT NAME STREAM COUNTY BANK

BBR32 STREAMBANK STABILIZATION BIG BLUE RIVER MARSHALL LENGTH HEIGHT

SHAPED TOTAL

STRUCTURE MATERIAL SPECIFICATIONS

# TYPE

SPACING

(FT)

ANGLE

(DEGREES)

LENGTH

(FT.)

HEIGHT

(FT.)

RIPRAP

(TONS)

KEY LENGTH

(FT.) RIPRAP KEY (TONS)

1 LPSTP N/A N/A 2,025 8' (MIN) 6,900 50 260 RIPRAP D50 = 24"

1 WEIR N/A 5 50 5.5± 230 22 57 RIPRAP D50 = 24"

2 WEIR 250 5 60 5± 235 22 57 RIPRAP D50 = 24"

3 WEIR 250 20 80 5± 293 22 57 RIPRAP D50 = 24"

4 WEIR 200 15 80 5± 291 22 57 RIPRAP D50 = 24"

5 WEIR 200 20 60 5± 210 22 57 RIPRAP D50 = 24"

6 WEIR 200 10 65 4.5± 225 22 57 RIPRAP D50 = 24"

7 WEIR 240 10 60 5± 237 22 57 RIPRAP D50 = 24"

8 WEIR 280 25 65 4± 215 22 57 RIPRAP D50 = 24"

9 WEIR 250 15 40 5.75± 115 22 57 RIPRAP D50 = 24"

SITE INFORMATION QUANTITIES LIST

STRUCTURE HEIGHT / FT. 8 CORD LENGTH / FT. 2,000

CREST WIDTH / FT. 10 MID ORD / FT. 1,000 ROCK RIPRAP / TONS 9,724

FINISHED SLOPE GRADE / H:V 3:1 BKF ELEVATION 1111.0± SOIL EXCAVATION / CU. YDS. 12,730

SCHUMM CHANNEL STAGE 5 ROSGEN CLASSIFICATION C4 SOIL FILL / CU. YDS. 3,475

RADIUS OF CURVATURE / FT. 1,000 CHANNEL WIDTH / FT. 135' ROOT WADS / EACH 14

AVG. STRUCTURE SPACING / FT. VARIES SINUOSITY 1.4 LIVE STAKES / EACH 9,006

HYDRAULIC RADIUS / FT. 2 CRITICAL SHEAR STRESS / LBS/SQ. FT. 0.62 TEMPORARY COVER CROP SEEDING / ACRES 3.0 CROSS SECTIONAL AREA / SQ. FT. 204 SLOPE = FT. / FT. 0.005 PERMANENT SEEDING / ACRES 3.4

BANK FULL DISCHARGE / CFS 580 WETTED PERIMETER / FT. 1,022 MULCHING / ACRES 6.4

MANNING'S N 0.04 12" HDPE PIPE / LF 65

MEAN VELOCITY / FPS 0.6 12" - 22.5° BEND / EACH 2

12" FLARED END SECTION / EACH 1

NOTE: EARTHWORK QUANTITIES INCLUDE RAW NUMBERS AND DO NOT INCLUDE COMPACTION FACTOR.

CHANNEL BANK VEGETATION - PRACTICE CODE 322

VEGETATION TYPE QUANTITY

BARE ROOT SEEDLINGS / EACH 546

LIVE STAKES / EACH 8,460

SEEDING / ACRES 3.0

MULCHING - PRACTICE CODE 484

MULCHING / ACRES 6.4

FIVE YEAR FLOOD FREQUENCY

DISCHARGE / CFS 79,400

HORIZONTAL & VERTICAL SURVEY CONTROL - KRCS ZONE 10 - ATCHISON

POINT NORTHING EASTING ELEVATION (NAVD88) LONG

NAME US SURVEY FEET US SURVEY FEET FEET DESCRIPTION

CP-101 744085.92 10238469.17 1160.73 5/8" REBAR W/ JEO CP CAP

CP-102 743530.92 10237072.20 1127.21 3' T-POST, 0.5' DEEP

CP-103 743745.91 10238035.49 1127.94 3' T-POST, 0.5' DEEP

CP-104 744408.31 10237848.39 1126.95 3' T-POST, 0.4' DEEP

HORIZONTAL & VERTICAL SURVEY CONTROL - KRCS ZONE 10 - ATCHISON

POINT NORTHING EASTING ELEVATION (NAVD88) LONG

NAME US SURVEY FEET US SURVEY FEET FEET DESCRIPTION

CP-101 744085.92 10238469.17 1160.73 5/8" REBAR W/ JEO CP CAP

CP-102 743530.92 10237072.20 1127.21 3' T-POST, 0.5' DEEP

CP-103 743745.91 10238035.49 1127.94 3' T-POST, 0.5' DEEP

CP-104 744408.31 10237848.39 1126.95 3' T-POST, 0.4' DEEP

ISSUE

MARK DATE DESCRIPTION

6/20/2025

06/30/2025 07/15/2025 07/22/2025

30% SUBMITTAL

60% SUBMITTAL

90% SUBMITTAL

BID DOCUMENTS

BIG BLUE RIVER - SITE BBR32

STREAMBANK STABILIZATION

FOR KANSAS DEPARTMENT

OF AGRICULTURE

230240.02 T.R.W.

1937 N CHESTNUT ST

WAHOO, NE 68066

800.723.8567 | jeo.com

ORGANIZATION CERTIFICATE OF

AUTHORIZATION NUMBER: E-440 & LS-92

JEO PROJECT NO.:

DRAWN BY:

QAQC:

SCALES SHOWN FOR 22"x34" SHEET

VERIFY SCALE FOR REDUCED OR PRINTED COPIES

26971

TTHEW L. GARDER

PROFESS IONA L ENGINEE

LICENSED

KA N SAS

Dr aw ing N am e:

-S

dw g

Fil e P ath : J

:\P ro jec ts\

.02

-K

-D

S tre am ba nk

\7 De sig n\2

D ra wi ng s\_ Sh ee ts

Pl ott ed B y:

Sh ee t S ize

: A

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Pl ot

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: 1 :1

V101

CONTROL SHEET

0 100' 200'

Know what'sbelow.

before you dig.Call

B I G

B L

U E

R I V

E R

CP-104

CP-101

CP-103

CP-102

NOTES:

1. TOPOGRAPHIC SURVEY WAS COMPLETED APRIL 14-15, 2025.

WATER SURFACE SHOWN IN PLANS IS BASED ON THE

TOPOGRAPHICAL SURVEY.

2. ACCESS AGREEMENTS HAVE BEEN NEGOTIATED BY KDA-DOC

FOR PROPERTIES WHERE WORK IS TAKING PLACE.

3. PROPERTY LINES SHOWN ARE APPROXIMATE AND TAKEN

FROM KANSAS GIS ORKA.

ALCOVE

SPRINGS

PARK

ACCESS ROADCL

EX. PROPERTY LINE, TYP.

(APPROX.)

LOC

LOC LOC LOC LOC LOC LOC

LOC

C LOC

LOC

ISSUE

MARK DATE DESCRIPTION

6/20/2025

06/30/2025 07/15/2025 07/22/2025

30% SUBMITTAL

60% SUBMITTAL

90% SUBMITTAL

BID DOCUMENTS

BIG BLUE RIVER - SITE BBR32

STREAMBANK STABILIZATION

FOR KANSAS DEPARTMENT

OF AGRICULTURE

230240.02 T.R.W.

1937 N CHESTNUT ST

WAHOO, NE 68066

800.723.8567 | jeo.com

ORGANIZATION CERTIFICATE OF

AUTHORIZATION NUMBER: E-440 & LS-92

JEO PROJECT NO.:

DRAWN BY:

QAQC:

SCALES SHOWN FOR 22"x34" SHEET

VERIFY SCALE FOR REDUCED OR PRINTED COPIES

26971

TTHEW L. GARDER

PROFESS IONA L ENGINEE

LICENSED

KA N SAS

Dr aw ing N am e:

-S

dw g

Fil e P ath : J

:\P ro jec ts\

.02

-K

-D

S tre am ba nk

\7 De sig n\2

D ra wi ng s\_ Sh ee ts

Pl ott ed B y:

Sh ee t S ize

: A

I E

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Pl ot

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: 1 :1

V102

EXISTING SITE &

DEMOLITION PLAN

0 80' 160'

Know what'sbelow.

before you dig.Call

FLOW

B I G B L U E R I V E R

NOTE:

PROPERTY LINES SHOWN ARE APPROXIMATE

AND TAKEN FROM KANSAS GIS ORKA.

ACCESS ROADCL

EX. PROPERTY LINE, TYP.

(APPROX.)

REFER TO SHEET V401 FOR

ENLARGED DEMOLITION PLAN - 2

REFER TO SHEET V401 FOR

ENLARGED DEMOLITION PLAN - 1

LOC

LOC LOC

LOC LOC LOC

LOC

18" Ø

18" Ø 18" Ø

10" Ø

12" Ø

15" Ø

12" Ø

12" Ø 15" Ø12" Ø

10" Ø

10"Ø

8" Ø

18"Ø

12"Ø 12"Ø

12"Ø

22" Ø 18" Ø31" Ø

20" Ø

12" Ø

32"Ø 20"Ø

10+00

11+00

12+00

13+00

LOC LOC LOC

LOC

LOC LOC

LOC

23" Ø22"Ø 15"Ø

23" Ø

23" Ø 12" Ø

13" Ø 13" Ø

15" Ø

28" Ø 25" Ø

22" Ø 20" Ø13" Ø

16" Ø

18" Ø

20" Ø 14" Ø

12" Ø 20" Ø 20" Ø

30" Ø

20" Ø

22" Ø 24" Ø

36"Ø

21" Ø

19" Ø

24" Ø

23" Ø 18" Ø

14" Ø

18"Ø 24"Ø

24" Ø 14" Ø

12" Ø 12" Ø

17" Ø 12" Ø 12" Ø

13" Ø

12" Ø

13" Ø

13"Ø

20"Ø

13" Ø 13" Ø

13" Ø

27+00 28+00

29+00

30+00

31+00

ISSUE

MARK DATE DESCRIPTION

6/20/2025

06/30/2025 07/15/2025 07/22/2025

30% SUBMITTAL

60% SUBMITTAL

90% SUBMITTAL

BID DOCUMENTS

BIG BLUE RIVER - SITE BBR32

STREAMBANK STABILIZATION

FOR KANSAS DEPARTMENT

OF AGRICULTURE

230240.02 T.R.W.

1937 N CHESTNUT ST

WAHOO, NE 68066

800.723.8567 | jeo.com

ORGANIZATION CERTIFICATE OF

AUTHORIZATION NUMBER: E-440 & LS-92

JEO PROJECT NO.:

DRAWN BY:

QAQC:

SCALES SHOWN FOR 22"x34" SHEET

VERIFY SCALE FOR REDUCED OR PRINTED COPIES

26971

TTHEW L. GARDER

PROFESS IONA L ENGINEE

LICENSED

KA N SAS

Dr aw ing N am e:

-S

dw g

Fil e P ath : J

:\P ro jec ts\

.02

-K

-D

S tre am ba nk

\7 De sig n\2

D ra wi ng s\_ Sh ee ts

Pl ott ed B y:

Sh ee t S ize

: A

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D (3

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.00

Pl ot

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: 1 :1

V401

ENLARGED DEMOLITION PLAN

0 20' 40'

Know what'sbelow.

before you dig.Call

FLOW

B I G B L U E R I V E R

0 20' 40'

FLOWB I G B L U E R I V E R

ENLARGED DEMOLITION PLAN - 1

ENLARGED DEMOLITION PLAN - 2

REMOVE TREE

SIZE EACH

8" 2 10" 2 12" 7 15" 2 18" 4 20" 1 22" 1 31" 1

TOTAL = 20

REMOVE TREE

SIZE EACH

12" 8 13" 8 14" 3 15" 2 16" 1 17" 1 18" 2 19" 1 20" 5 21" 1 22" 1 23" 4 24" 3 25" 1 28" 1 30" 1

TOTAL = 43

LOC

LOC LOC

LOC

LOC LOC

LOC

10+00

11+00 12+00 13+00 14+00 15+00

16+00

ISSUE

MARK DATE DESCRIPTION

6/20/2025

06/30/2025 07/15/2025 07/22/2025

30% SUBMITTAL

60% SUBMITTAL

90% SUBMITTAL

BID DOCUMENTS

BIG BLUE RIVER - SITE BBR32

STREAMBANK STABILIZATION

FOR KANSAS DEPARTMENT

OF AGRICULTURE

230240.02 T.R.W.

1937 N CHESTNUT ST

WAHOO, NE 68066

800.723.8567 | jeo.com

ORGANIZATION CERTIFICATE OF

AUTHORIZATION NUMBER: E-440 & LS-92

JEO PROJECT NO.:

DRAWN BY:

QAQC:

SCALES SHOWN FOR 22"x34" SHEET

VERIFY SCALE FOR REDUCED OR PRINTED COPIES

26971

TTHEW L. GARDER

PROFESS IONA L ENGINEE

LICENSED

KA N SAS

Dr aw ing N am e:

-C

IL.

dw g Fil e P ath

: J :\P ro jec ts\

.02 -K

-D

S tre am ba nk \7

De sig n\2 D ra wi ng s\_

Sh ee ts Pl ott ed

B y:

Sh ee t S ize : A

I E

D D

(3 4.0

0 X

.00

Pl ot Sc ale : 1

C101

OVERALL PROPOSED SITE PLAN

0 100' 200'

Know what'sbelow.

before you dig.Call

B I G

B L

U E

R I V

E R

LIMITS OF GRADING, TYP.

BENDWAY WEIR, TYP.,

SEE DETAIL 1/C501

LIMITS OF LPSTP, TYP.,

SEE DETAIL 1/C502

ROCK KEY, TYP.,

SEE DETAIL 2/C502

NOTES:

1. PROPERTY LINES SHOWN ARE APPROXIMATE AND TAKEN

FROM KANSAS GIS ORKA.

2. THIS WORK IS WITHIN A FEDERALLY DEFINED ZONE A

FLOODPLAIN. FILLS IN EXCESS OF 1-FOOT ARE

PROHIBITED.

3. CONTRACTOR SHALL WASTE EXCAVATED MATERIALS

WITHIN THE BOUNDARY SHOWN, AT A DEPTH OF

ROUGHLY 9-INCHES.

4. CONTRACTOR SHALL GRADE WASTE MATERIAL TO DRAIN,

WITH SMOOTH TRANSITIONAL GRADING, WITH SIDE

SLOPES NOT TO EXCEED 10:1.

ACCESS ROADCL

EX. PROPERTY LINE, TYP.

(APPROX.)

ROOT WAD, TYP.

DRAINAGE PIPE,

SEE DETAIL 3/C502

SITE ACCESS ROAD

1129 11281128

LOC

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOC

10+00

11+00 12+00 13+00 14+00

11261127

LOC

LOC LOC LOC LOC LOC LOC LOC LOC

15+00

16+00

17+00 18+00

ISSUE

MARK DATE DESCRIPTION

6/20/2025

06/30/2025 07/15/2025 07/22/2025

30% SUBMITTAL

60% SUBMITTAL

90% SUBMITTAL

BID DOCUMENTS

BIG BLUE RIVER - SITE BBR32

STREAMBANK STABILIZATION

FOR KANSAS DEPARTMENT

OF AGRICULTURE

230240.02 T.R.W.

1937 N CHESTNUT ST

WAHOO, NE 68066

800.723.8567 | jeo.com

ORGANIZATION CERTIFICATE OF

AUTHORIZATION NUMBER: E-440 & LS-92

JEO PROJECT NO.:

DRAWN BY:

QAQC:

SCALES SHOWN FOR 22"x34" SHEET

VERIFY SCALE FOR REDUCED OR PRINTED COPIES

26971

TTHEW L. GARDER

PROFESS IONA L ENGINEE

LICENSED

KA N SAS

Dr aw ing N am e:

-C

IL.

dw g Fil e P ath

: J :\P ro jec ts\

.02 -K

-D

S tre am ba nk \7

De sig n\2 D ra wi ng s\_

Sh ee ts Pl ott ed

B y:

Sh ee t S ize : A

I E

D D

(3 4.0

0 X

.00

Pl ot Sc ale : 1

C102

PROPOSED SITE & GRADING PLAN

0 20' 40'

Know what'sbelow.

before you dig.Call

0 20' 40'

MATCH LINE - STA. 14+50

FLOW

EDGE OF WATER, TYP.

FLOW

B I G B L U E R I V E R

MAT

- S

. 1 4+

L B

R #1

X, R

L R

L B

R #2

L B

R #3

L B

R #4

ROOT WAD, TYP.

11081110

27 1127

LOC

LOC LOC LOC LOC LOC LOC LOC LOC

19+00

20+00

21+00 22+00

11251127

LOC

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOC

23+00 24+00 25+00

26+001112

111211121112 1112

11271127

1128.50

ISSUE

MARK DATE DESCRIPTION

6/20/2025

06/30/2025 07/15/2025 07/22/2025

30% SUBMITTAL

60% SUBMITTAL

90% SUBMITTAL

BID DOCUMENTS

BIG BLUE RIVER - SITE BBR32

STREAMBANK STABILIZATION

FOR KANSAS DEPARTMENT

OF AGRICULTURE

230240.02 T.R.W.

1937 N CHESTNUT ST

WAHOO, NE 68066

800.723.8567 | jeo.com

ORGANIZATION CERTIFICATE OF

AUTHORIZATION NUMBER: E-440 & LS-92

JEO PROJECT NO.:

DRAWN BY:

QAQC:

SCALES SHOWN FOR 22"x34" SHEET

VERIFY SCALE FOR REDUCED OR PRINTED COPIES

26971

TTHEW L. GARDER

PROFESS IONA L ENGINEE

LICENSED

KA N SAS

Dr aw ing N am e:

-C

IL.

dw g Fil e P ath

: J :\P ro jec ts\

.02 -K

-D

S tre am ba nk \7

De sig n\2 D ra wi ng s\_

Sh ee ts Pl ott ed

B y:

Sh ee t S ize : A

I E

D D

(3 4.0

0 X

.00

Pl ot Sc ale : 1

C103

PROPOSED SITE & GRADING PLAN

0 20' 40'

Know what'sbelow.

before you dig.Call

0 20' 40'

FLOW

EDGE OF WATER, TYP.

FLOW

B I G B L U E R I V E R

MATCH LINE - STA. 26+75

L B

R #5

L B

R #6

L B

R #7

LIMITS OF GRADING, TYP.

GRADE TO DRAINAGE

CULVERT

L 1 2"

E, F

N, "Ø

N, A

ROOT WAD, TYP.

11331129

LOC

LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOC

LOC LOC

LOC

27+00

28+00 29+00 30+00

31+00

ISSUE

MARK DATE DESCRIPTION

6/20/2025

06/30/2025 07/15/2025 07/22/2025

30% SUBMITTAL

60% SUBMITTAL

90% SUBMITTAL

BID DOCUMENTS

BIG BLUE RIVER - SITE BBR32

STREAMBANK STABILIZATION

FOR KANSAS DEPARTMENT

OF AGRICULTURE

230240.02 T.R.W.

1937 N CHESTNUT ST

WAHOO, NE 68066

800.723.8567 | jeo.com

ORGANIZATION CERTIFICATE OF

AUTHORIZATION NUMBER: E-440 & LS-92

JEO PROJECT NO.:

DRAWN BY:

QAQC:

SCALES SHOWN FOR 22"x34" SHEET

VERIFY SCALE FOR REDUCED OR PRINTED COPIES

26971

TTHEW L. GARDER

PROFESS IONA L ENGINEE

LICENSED

KA N SAS

Dr aw ing N am e:

-C

IL.

dw g Fil e P ath

: J :\P ro jec ts\

.02 -K

-D

S tre am ba nk \7

De sig n\2 D ra wi ng s\_

Sh ee ts Pl ott ed

B y:

Sh ee t S ize : A

I E

D D

(3 4.0

0 X

.00

Pl ot Sc ale : 1

C104

PROPOSED SITE & GRADING PLAN

0 20' 40'

Know what'sbelow.

before you dig.Call

FLOW EDGE OF WATER, TYP.

B I G B L U E R I V E R

L B

R #8

L B

R #9

X, R

L R

LIMITS OF GRADING, TYP.

50'

ROOT WAD, TYP. 7/21/2025

LOC

LOC LOC

LOC

LOC LOC

LOC

10+00

11+00 12+00 13+00 14+00 15+00

16+00

ISSUE

MARK DATE DESCRIPTION

6/20/2025

06/30/2025 07/15/2025 07/22/2025

30% SUBMITTAL

60% SUBMITTAL

90% SUBMITTAL

BID DOCUMENTS

BIG BLUE RIVER - SITE BBR32

STREAMBANK STABILIZATION

FOR KANSAS DEPARTMENT

OF AGRICULTURE

230240.02 T.R.W.

1937 N CHESTNUT ST

WAHOO, NE 68066

800.723.8567 | jeo.com

ORGANIZATION CERTIFICATE OF

AUTHORIZATION NUMBER: E-440 & LS-92

JEO PROJECT NO.:

DRAWN BY:

QAQC:

SCALES SHOWN FOR 22"x34" SHEET

VERIFY SCALE FOR REDUCED OR PRINTED COPIES

26971

TTHEW L. GARDER

PROFESS IONA L ENGINEE

LICENSED

KA N SAS

Dr aw ing N am e:

-C

IL.

dw g Fil e P ath

: J :\P ro jec ts\

.02 -K

-D

S tre am ba nk \7

De sig n\2 D ra wi ng s\_

Sh ee ts Pl ott ed

B y:

Sh ee t S ize : A

I E

D D

(3 4.0

0 X

.00

Pl ot Sc ale : 1

C105

SEDIMENT & EROSION CONTROL

PLAN

0 100' 200'

Know what'sbelow.

before you dig.Call

B I G

B L

U E

R I V

E R

LIMITS OF GRADING, TYP.

BENDWAY WEIR, TYP.,

SEE DETAIL 1/C501

LIMITS OF LPSTP, TYP.,

SEE DETAIL 1/C502

ROCK KEY, TYP.,

SEE DETAIL 2/C502

EX. PROPERTY LINE, TYP.

(APPROX.)

ROOT WAD, TYP.

DRAINAGE PIPE,

SEE DETAIL 3/C502

LIMITS OF RIPRAP, TYP.

66' BUFFER

SMALL BERM TO PREVENT OVERLAND FLOW

DOWN STREAMBANK

TEMPORARY COVER CROP BEYOND TOP

OF CHANNEL BANKS, TYP.

3.4 ACRES

TEMPORARY COVER CROP WITH PERMANENT SEEDING

ON CHANNEL SLOPES, TYP. AND BARE ROOT PLANTINGS

3.0 ACRES

BARE ROOT SYCAMORE/WILLOW CUTTINGS. PER NRCS

TREE/SHRUB PLANTINGS (KS-ECS-5)

SITE ACCESS ROAD

PROPOSED SPOILS AREA, TYP.

11+00

0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100

13+50

0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100

16+00

0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100

18+00

0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100

20+00

0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100

22+00

0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100

24+40

0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100

27+20

0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100

29+70

0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100

BENDWAY WEIR #5 LPSTP, TYP.

PR. GRADE, TYP. EX. GRADE, TYP.

BENDWAY WEIR #4

BENDWAY WEIR #3

BENDWAY WEIR #1

BENDWAY WEIR #2

BENDWAY WEIR #6

BENDWAY WEIR #7

BENDWAY WEIR #8

BENDWAY WEIR #9

ISSUE

MARK DATE DESCRIPTION

6/20/2025

06/30/2025 07/15/2025 07/22/2025 08/27/2025

30% SUBMITTAL

60% SUBMITTAL

90% SUBMITTAL

BID DOCUMENTS

ADDENDUM #1

BIG BLUE RIVER - SITE BBR32

STREAMBANK STABILIZATION

FOR KANSAS DEPARTMENT

OF AGRICULTURE

230240.02 T.R.W.

1937 N CHESTNUT ST

WAHOO, NE 68066

800.723.8567 | jeo.com

ORGANIZATION CERTIFICATE OF

AUTHORIZATION NUMBER: E-440 & LS-92

JEO PROJECT NO.:

DRAWN BY:

QAQC:

SCALES SHOWN FOR 22"x34" SHEET

VERIFY SCALE FOR REDUCED OR PRINTED COPIES

26971

TTHEW L. GARDER

PROFESS IONA L ENGINEE

LICENSED

KA N SAS

Dr aw ing N am e:

-C

IL.

dw g Fil e P ath

: J :\P ro jec ts\

.02 -K

-D

S tre am ba nk \7

De sig n\2 D ra wi ng s\_

Sh ee ts Pl ott ed

B y:

R W

Sh ee t S ize

: A

I E

D (3

4.0 0 X

.00

Pl ot

Sc ale

: 1 :1

C301

CROSS SECTIONS

Know what'sbelow.

before you dig.Call

HORIZ.=

VERT.=

R1 R1

R1 8/27/2025

SCALE:1 TYPICAL BENDWAY WEIR AND LPSTP

N.T.S.

10'-0"

FLOW

ROCK KEY, TYP.

C C501

A C501

LPSTP TOP

2'- 0"

ANGLE OF WEIR VARIES,

SEE SHEET G003

B C501

LPSTP, SEE DETAIL 1/C502

TOP ELEVATION

ELEV. = 1112.00

TOE OF SLOPE, TYP.

TOP ELEVATION

ELEV. = 1109.00

EXISTING GROUND, TYP.

MINIMUM ELEVATION 1101.00

OR 1' BELOW EX. STREAMBED

1.5

B C501

TOP OF EXISTING BANK, TYP.

ELEVATION

VARIES

A C501

3:1 SLOPE

1'- 6"

WSE AT TIME OF SURVEY

1107.00±

2'-0"

3'- 0"

COMPACTED BACKFILL, TYP.

COMPACTED TOPSOIL, TYP.

3'- 0"

BENDWAY WEIR - LONGITUDINAL SECTION C-C

10'-0"

1' M

IN. ROCK RIPRAP

GRANULAR BEDDING MATERIAL,

10" THICK MIN.

NOTE:

6" MINIMUM TOPSOIL ON ALL SOIL SURFACES.

8'-0" MIN. 15'-0" 15'-0" 15'-0" 15'-0" MIN.

LOCKED LOG, TYP.

BURIED BELOW WATER LEVEL

RIE

S, SE

E S

LOCKED LOG, TYP.

BURIED BELOW WATER LEVEL

8'-0 " M

IN.

NOTE:

LOCKED LOGS TO BE SITED ON WEIRS DURING CONSTRUCTION WITH INPUT FROM

ENGINEER AND OWNER. QUANTITIES WILL BE BASED ON NUMBER OF SUITABLE

TREES REMOVED DURING CONSTRUCTION. LOGS SHALL BE SITED STARING ON THE

RIVER SIDE AND LAID OUT SUCH THAT TREE CROWNS HAVE A MINIMUM 5' SPACING.

LOCKED LOG CLOSEST TO LPSTP SHALL BE A MINIMUM OF 15' FROM LPSTP

' K

5'- 0"

1:1 SLOPE

5' M

IN.

10'-0"

ELEVATION

VARIES

ELEVATION

VARIES

EXISTING GROUND, TYP. COMPACTED BACKFILL, TYP.

MINIMUM ELEV. 1101.00

OR 1' BELOW EX. STREAMBED

1.5

1EXISTING GROUND, TYP.

ROCK ROCK RIPRAP

8' M

IN.

RECESS INTO GROUND IF NECESSARY TO

OBTAIN THICKNESS, TYP.

10'-0"

ROCK RIPRAP KEY, TYP.

COMPACTED EARTH, TYP.

TOP ELEVATION

ELEV. = 1109.00

COMPACTED TOPSOIL, TYP.

1'- 6"

BENDWAY WEIR - SECTION B-B

BENDWAY WEIR - SECTION A-A

GRANULAR BEDDING MATERIAL,

10" THICK MIN.

ISSUE

MARK DATE DESCRIPTION

6/20/2025

06/30/2025 07/15/2025 07/22/2025 08/27/2025

30% SUBMITTAL

60% SUBMITTAL

90% SUBMITTAL

BID DOCUMENTS

ADDENDUM #1

BIG BLUE RIVER - SITE BBR32

STREAMBANK STABILIZATION

FOR KANSAS DEPARTMENT

OF AGRICULTURE

230240.02 T.R.W.

1937 N CHESTNUT ST

WAHOO, NE 68066

800.723.8567 | jeo.com

ORGANIZATION CERTIFICATE OF

AUTHORIZATION NUMBER: E-440 & LS-92

JEO PROJECT NO.:

DRAWN BY:

QAQC:

SCALES SHOWN FOR 22"x34" SHEET

VERIFY SCALE FOR REDUCED OR PRINTED COPIES

26971

TTHEW L. GARDER

PROFESS IONA L ENGINEE

LICENSED

KA N SAS

Dr aw ing N am e:

-C

IL.

dw g Fil e P ath

: J :\P ro jec ts\

.02 -K

-D

S tre am ba nk \7

De sig n\2 D ra wi ng s\_

Sh ee ts Pl ott ed

B y:

R W

Sh ee t S ize

: A

I E

D (3

4.0 0 X

.00

Pl ot

Sc ale

: 1 :1

C501

DETAILS

8/27/2025

TOP ELEVATION

ELEV. = 1112.00

1.5

SCALE:1

TYPICAL LONGITUDINAL PEAKED

STONE TOE PROTECTION (LPSTP) - IN FILL

N.T.S.

WSE AT TIME OF SURVEY

1107.00±

H V

IES

3:1 SLOPE

EXISTING GROUND, TYP.

PROPOSED GRADE, TYP.

ROCK RIPRAP, TYP.

C L

IGN

2'-0"

PRIMARY SPOIL LOCATION

COVER ROCK RIPRAP AND EARTHEN

BACKFILL WITH 8" MIN. OF TOPSOIL

MINIMUM ELEV. 1101.00

OR 1' BELOW EX. STREAMBED

ROOT WAD, SEE PLAN SHEETS

C101 - C104 FOR LOCATIONS

2' M

IN.

10' MIN.

ROOT WAD TO BE BELOW

WATER SURFACE, TYP

22.5° 12" HDPE BEND

FL. = 1115.54

12" HDPE FLARED END SECTION

EX. GROUND, TYP.

12" HDPE DRAINAGE PIPE, TYP.

4:1 SLOPE

SCALE:3 HDPE DRAINAGE PIPE - TYPICAL SECTION

N.T.S.

FL. = 1112.00

LPSTP, SEE DETAIL 1/C502

3:1 SLOPE

PR. GRADE, TYP. 10:1 SLOPE

FL. = 1125.00

22.5° 12" HDPE BEND

FL. = 1122.61

4'-0"

FL. = 1123.50

ROCK RIPRAP, 2' THICK

GRANULAR BEDDING,

4" THICK

ROCK RIPRAP, 1.5' THICK

4'-0"

FLAT SECTION

TOP ELEVATION

ELEV. = 1112.00

TOP ELEVATION

ELEV. = 1128.50

18" Ø DRAIN BASIN

W/ DOME GRATE

38 LF

16 LF

11 LF

SCALE:2 TYPICAL LPSTP ROCK KEY

N.T.S.

1'- 6"

5' M

IN.

10'-0"

ELEVATION

VARIES

ELEVATION

VARIES

EXISTING GROUND, TYP. COMPACTED BACKFILL, TYP.

ROCK RIPRAP KEY, TYP.

COMPACTED TOPSOIL, TYP.

1'- 6"

GRANULAR BEDDING MATERIAL,

10" THICK MIN.

ISSUE

MARK DATE DESCRIPTION

6/20/2025

06/30/2025 07/15/2025 07/22/2025

30% SUBMITTAL

60% SUBMITTAL

90% SUBMITTAL

BID DOCUMENTS

BIG BLUE RIVER - SITE BBR32

STREAMBANK STABILIZATION

FOR KANSAS DEPARTMENT

OF AGRICULTURE

230240.02 T.R.W.

1937 N CHESTNUT ST

WAHOO, NE 68066

800.723.8567 | jeo.com

ORGANIZATION CERTIFICATE OF

AUTHORIZATION NUMBER: E-440 & LS-92

JEO PROJECT NO.:

DRAWN BY:

QAQC:

SCALES SHOWN FOR 22"x34" SHEET

VERIFY SCALE FOR REDUCED OR PRINTED COPIES

26971

TTHEW L. GARDER

PROFESS IONA L ENGINEE

LICENSED

KA N SAS

Dr aw ing N am e:

-C

IL.

dw g Fil e P ath

: J :\P ro jec ts\

.02 -K

-D

S tre am ba nk \7

De sig n\2 D ra wi ng s\_

Sh ee ts Pl ott ed

B y:

Sh ee t S ize : A

I E

D D

(3 4.0

0 X

.00

Pl ot Sc ale : 1

C502

DETAILS

File details come from the government source that posted it. Updated Sep 1, 2025.