2-5-C-009-26 Drawings Issued for Bid.pdf

PDF 5 MB Posted Aug 11, 2026

Attached to: Olathe Well Field Streambank Stabilization
Solicitation number: 5-C-009-26
Issued by: Johnson County, Kansas

About this file

Written by GovTribe AI · Sep 29, 2026

This is a set of construction drawings issued for bid by the City of Olathe, Kansas for the Olathe Wellfield Streambank Stabilization project (City Project No. 5C00926). The project involves repair and stabilization of erosion in a drainage ditch within the City's Vertical Well Field adjacent to the Kansas River. Work includes site clearing and grubbing, unclassified excavation (904 cubic yards), embankment placement (1,211 cubic yards contractor-furnished), slope protection with riprap stone in two sizes—1/4 ton riprap (927 cubic yards) and 1/2 ton riprap (1,460 cubic yards)—turf reinforcement mat Class II Type G (500 square yards), and permanent seeding (0.2 acres). The drawings were issued for final design on April 6, 2026, with an approval date of June 1, 2026, valid for one year from that date. The project is designed by HDR Engineering, Inc. (Project No. 10449484) and has been approved by City Engineer Brian Fairchild, PE, CFM. Quantities for riprap and embankment have been increased by 20 percent over plan measurements to account for potential ongoing erosion between survey and construction, with an additional 165 cubic yards of 1/2 ton riprap included to stabilize the toe of slope.

The drawings establish general contract requirements including mobilization, construction staking, temporary erosion control, and detailed specifications for embankment compaction to 95 percent maximum density within optimal moisture range with maximum 8-inch loose lift thicknesses. All embankment must be approved by the engineer prior to riprap placement. Payment for embankment and unclassified excavation shall be plan-measured, while all other grading, drainage, and landscaping items shall be field-measured. The contractor is responsible for all dewatering and bypassing methods with no explicit payment, soil compaction testing at contractor's expense, and site restoration. The project does not require Stormwater Pollution Prevention Plan (SWPPP) or SWPPP inspections. Construction coordinates are based on Kansas State Plane Coordinate System, North Zone, NAD83 vertical datum NAVD88 in U.S. survey feet, with benchmark BM-102 established at elevation 779.73 at the northwest corner of a concrete pad for a metal stairway to Vertical Well #8.

View the file

Other files

File	Type	Posted
3-5-C-009-26 Bid Tab.pdf	PDF	Aug 11, 2026
1-5-C-009-26 Project Manual Issued for Bid.pdf	PDF	Aug 11, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

I N D E X O F D R A W I N G S

GENERAL

00G-001 TITLE SHEET

00G-002 GENERAL ABBREVIATIONS

00G-003 GENERAL LEGEND

00G-004 GENERAL NOTES

SITE WORK

02V-101 EXISTING CONDITIONS PLAN

02C-101 SITE PLAN

02C-102 GRADING PLAN AND PROFILE

02C-103 EROSION CONTROL PLAN

02C-501 TYPICAL SECTIONS

02C-502 EROSION CONTROL DETAILS

Olathe Wellfield Streambank Stabilization

CITY PROJECT NO:

5C00926 HDR ENGINEERING, INC. | CA0443AE

10450 HOLMES ROAD, SUITE 600

KANSAS CITY, MO 64131

(816) 360-2700

PROJECT LOCATION

LOCATION PLAN

SCALE: 1" = 2000'

AT&T...........................................................................1-800-246-8464 LUMEN........................................................................1-800-283-4237 CONSOLIDATED..............................................................844-968-7224 COMCAST.......................................................................800-391-3000

FIDELITY COMMUNICATIONS.........................................800-392-8070

GOOGLE FIBER NOC....................................................1-866-954-1572

KCMO PARKS & RECREATION.........................................816-513-7500

KCMO STREET AND TRAFFIC DIVISION...........................816-513-0421

KCMO STREET LIGHTING/ BLACK & MCDONALD...........816-483-0257

KCMO WATER SERVICES DEPT DISPATCHER..................816-513-1313

KCMO WATER SERVICES POLLUTION CONTROL............816-513-1313

EVERGY..........................................................................888-544-4852 LEVEL 3............................................................................877-2LEVEL3

MAGELLAN MIDSTREAM PARTNERSHIP LP...................800-720-2417

SPIRE..............................................................................800-582-0000

MISSOURI DEPARTMENT OF TRANSPORTATION...........888-275-6636

MISSOURI ONE-CALL......................................................800-344-7483 SOUTHERN STAR CGP....................................................800-324-9696

SINCLAIR TRANSPORTATION.........................................800-321-3994

T-MOBILE.......................................................................800-521-0579 SUREWEST.....................................................................913-825-3000 SPECTRUM.....................................................................833-493-4939 TRI COUNTY WATER......................................................816-796-4100 TW TELECOM.................................................................800-829-0420

UNITE PRIVATE NETWORKS...........................................866-963-4237

VERIZON/ MCI COMMUNICATIONS INC........................800-624-9675

ZAYO..............................................................................866-236-2824

UTILITY CONTACTS

OVERALL PROJECT ITEMS

1 MOBILIZATION LSUM 1

2 CONSTRUCTION STAKING LSUM 1

3 CLEARING AND GRUBBING LSUM 1

4 TEMPORARY EROSION CONTROL LSUM 1

GRADING ITEMS

5 UNCLASSIFIED EXCAVATION CY 904

6 EMBANKMENT (CONTRACTOR FURNISHED)* CY 1211

DRAINAGE ITEMS

7 SLOPE PROTECTION (1/4 TON RIPRAP STONE)* CY 927

8 SLOPE PROTECTION (1/2 TON RIPRAP STONE)* CY 1460

LANDSCAPING ITEMS

9 TURF REINFORCEMENT MAT (CLASS II TYPE G)* SY 500

10 PERMANENT SEEDING AC 0.2

*QUANTITIES INCREASED BY 20% OVER PLAN MEASUREMENTS TO ACCOUNT FOR

POTENTIAL ONGOING EROSION BETWEEN TIME OF SURVEY CONDUCTED FOR

CONSTRUCTION PLANS AND CONSTRUCTION OF PROJECT. 1/2 TON RIPRAP HAS ALSO

BEEN INCREASED BY ANOTHER 165 CY TO ACCOUNT FOR ADDITIONAL RIPRAP

REQUIRED TO STABILIZE TOE (SEE KEYNOTES 1 & 2 ON SHEET 02C-102)

PROJECT QUANTITIES

CONTROL DATA:

HORZ: KANSAS STATE PLANE, NORTH ZONE (NAD83)

VERT: NAVD88

BM-102

DESCRIPTION:

SET "L" CUT AT THE NW CORNER OF A 5'x4.5' CONCRETE PAD FOR A METAL STAIRWAY TO VERTICAL WELL #8.

ELEVATION:

779.73

BENCHMARK INFORMATION

BRIAN FAIRCHILD, PE, CFM DATE

HDR ENGINEERING INC.

10450 HOLMES ROAD, SUITE 600

KANSAS CITY, MO 64131

(816) 412-1442

CITY ENGINEER DATE

APPROVED FOR ONE YEAR FROM THIS DATE

APPROVED

HDR PROJECT NO: 10449484

DATE: JUNE 2026

ITEM DESCRIPTION UNIT BASE

QTY.

6/1/26

NathanSB Typewritten Text 7/22/2026

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILE NAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

1_ W

ILZ

_G \10

-0

1.D W

/05 /20

:18

P M

OLATHE

WELLFIELD STREAMBANK

STABILIZATION

B. FAIRCHILD

10449484

HDR ENGINEERING, INC. | CA0443AE

1917 S. 67TH STREET

OMAHA, NE 68106

(402) 399-1000

1. THESE ABBREVIATIONS APPLY TO THE ENTIRE SET OF CONTRACT

DRAWINGS.

2. LISTING OF ABBREVIATIONS DOES NOT IMPLY THAT ALL ABBREVIATIONS

ARE USED IN THE CONTRACT DRAWINGS.

3. ABBREVIATIONS SHOWN ON THIS SHEET INCLUDE VARIATIONS OF A WORD.

FOR EXAMPLE, "MOD" MAY MEAN MODIFY OR MODIFICATION; "INC" MAY

MEAN INCLUDED OR INCLUDING AND "REINF" MAY MEAN EITHER REINFORCE

OR REINFORCING.

4. SEE INSTRUMENTATION LEGEND SHEET FOR PROJECT-SPECIFIC

EQUIPMENT SYMBOLS, EQUIPMENT ABBREVIATIONS, AND PIPING SYSTEM

ABBREVIATIONS.

TOP OF BOLT, TOP OF BANK,

TOP OF BEAM, TOP OF BERM

TOP OF CURB, TOP OF CONCRETE

TOP OF DUCT

TOP OF FOOTING

TOP OF GRATING

TOLERANCE, TOP OF LEDGER

TOP OF MASONRY

TOP OF PLATE

TOPOGRAPHY

TOP OF SLAB, TOP OF STEEL,

TOE OF SLOPE

TOP OF WALL

TOILET PARTITION, TELEPHONE POLE,

TOE PLATE, TRAP PRIMER

TOILET PAPER DISPENSER

TOPPING, THROUGH PLATE GIRDER

TRANSOM

TRANSITION

TRENCH DRAIN

TYPICAL

URINAL

UNDERGROUND

ULTIMATE

UNFINISHED

UNLESS NOTED OTHERWISE

UTILITY

VENT, VELOCITY, VOLT

VOLT AMPERE

VACUUM

VARNISH, VARIABLE,

VOLT AMPERES REACTIVE

VAPOR BARRIER, VINYL BASE,

VALVE BOX

VERTICAL CURVE

VITRIFIED CLAY PIPE

VINYL COMPOSITION TILE,

VERTICAL CENTERLINE

VELOCITY

VENTILATION

VERTICAL

VERTICAL REINFORCING

VERTICAL GRAIN

VERIFY IN FIELD

VINYL

VOLUME

VERTICAL POINT OF CURVATURE

VERTICAL POINT OF INTERSECTION

VERTICAL POINT OF TANGENCY

VERSUS, VAPOR SEAL

VENT THROUGH ROOF

VINYL WALL COVERING

WITH

WITHOUT

WATT, WEST, WIDE, WINDOW, WIRE,

WIDE FLANGE BEAM

WOOD BASE

WATER CLOSET, WATER COLUMN

WOOD, WIDTH

WIDE FLANGE, WASH FOUNTAIN

WIRE GLASS, WATER GAGE

WALL HYDRANT, WEEP HOLE

WROUGHT IRON

WATER LEVEL

WELDED

WIRE MESH

WEATHERPROOF

WATERSTOP, WATER SURFACE

WAINSCOT

WEIGHT, WATER TIGHT

WATERPROOF, WORKING POINT

WELDED WIRE FABRIC

EXPLOSION-PROOF

EXTRA STRONG

CROSS SECTION

DOUBLE EXTRA STRONG

YARD HYDRANT

YIELD STRENGTH

TOB

TOC

TOD

TOF

TOG

TOL

TOM

TOP

TOPO

TOS

TOW

TPD

TPG

TRANS

TRD

TYP

ULT

UNFN

UNO

UTIL

VAC

VAR

VCP

VCT

VEL

VENT

VERT

VERTS

VIF

VIN

VOL

VPC

VPI

VPT

VTR

VWC

W/ W/O W

WLD

WSCT

WTHP

WWF

XSECT

XXS

REMOVE AND REPLACE

REMOVE AND SALVAGE

RADIUS, REGISTER, RISER

RETURN AIR

RESILIENT BASE, ROCK BERM

RECEPTACLE

ROOF DRAIN

RECESS

RECEIVED

RECTANGULAR

REDUCER

REFERENCE

REINFORCING

REMOVE

REQUIRED

RESILIENT

RETAINING, RETURN

REVISION, REVERSE

RESILIENT FLOORING

ROOFING

REFLECTED, REFLECTOR

ROUGH

RIGID GALVANIZED STEEL

RELIEF HOOD, RIGHT HAND,

RELATIVE HUMIDITY

REQUIRED LAP

RELIEF AIR

ROUND

RUNNING

ROUGH OPENING

RIGHT-OF-WAY

REVOLUTIONS PER MINUTE

RAILROAD

ROCK SLOPE PROTECTION

RIGHT

RESILIENT VINYL TILE

READY

SOUTH, SINK

SUPPLY AIR

SOUND-ABSORBING MASONRY UNIT

SANITARY

SPLASH BLOCK

SOLID CORE

SCHEDULE

SCHEMATIC

SCREEN

STEEL/ALUMINUM EDGE

SECONDARY, SECONDS

SECTION

SEPARATE

SQUARE FOOT, SILT FENCE

SHEET GLASS, SEALANT GROOVE

SHOWER

SHEET

SHEATHING

SILENCE

SIMILAR

SLAB JOINT

SLOPE, STEEL LINTEL

SLOTTED

SLEEVE

SEAMLESS

SLAB ON GRADE

SOUNDPROOF, STANDPIPE

SPACING

SPECIFICATION

SUPPLY

SINGLE POLE SINGLE THROW

SET POINT

SQUARE

SHORT RADIUS

SERVICE SINK

STAINLESS STEEL

STREET

STATION

STANDARD

STIFFENER

STIRRUP

STEEL

STORAGE

STRUCTURAL, STRAIGHT

SUBSTITUTE

SUCTION

SUSPENDED

SQUARE YARD

SYMBOL

SYMMETRICAL

SYNTHETIC

SYSTEM

TOP AND BOTTOM

TONGUE AND GROOVE

TILE, TREAD

TOILET ACCESSORY, TEMPERED AIR

TANGENT

TEMPORARY BENCHMARK

TEMPORARY CONSTRUCTION EASEMENT

TROWELED EPOXY FLOORING

TEMPORARY, TEMPERATURE

THREAD

THICK

THRESHOLD

TACK BOARD

R&R R&S R

RCPT

REC

RECD

RECT

RED

REF

REINF

REM

REQD

RESIL

RET

REV

RFG

RFL

RGH

RGS

RLFA

RND

RNG

ROW

RPM

RSP

RVT

SAMU

SAN

SCH

SCHEM

SCN

SEC

SECT

SEP

SHT

SHTG

SIL

SIM

SLTD

SLV

SMLS

SOG

SPA

SPEC

SPLY

SPST

SPT

SST

STA

STD

STIF

STIR

STL

STOR

STR

SUB

SUC

SUSP

SYM

SYMM

SYN

SYS

T&B T&G T

TAN

TBM

TCE

TEF

TEMP

THD

THK

THRESH

TKBD

NORTH, NEUTRAL

NOT APPLICABLE

NATURAL, NATIONAL

NORMALLY CLOSED

NEGATIVE

NEAR FACE, NON-FUSED

NOT IN CONTRACT

NORMALLY OPEN, NUMBER

NOMINAL

NOMINAL PIPE SIZE

NATIONAL PIPE THREAD

NEAR SIDE

NOT TO SCALE

NORMAL WATER LEVEL

OUT TO OUT

OUTSIDE AIR, OVERALL

ON CENTER

OVER CURRENT PROTECTION DEVICE

OUTSIDE DIAMETER

OPEN END DUCT

OUTSIDE FACE, OFFICE FURNISHING

OWNER FURNISHED CONTRACTOR

INSTALLED

OWNER FURNISHED OWNER INSTALLED

ORIGINAL GROUND

OVERHEAD

OPENING

OPPOSITE

OPTIONAL

OUTSIDE RADIUS

OVERFLOW ROOF DRAIN

ORIGINAL

OVERFLOW

OVERHANG

OUNCE

PAINT

PUBLIC ADDRESS

PARALLEL, PARAPET

PANIC BAR, PULL BOX

PARTICLE BOARD

POINT OF CURVE, PIECE, PRECAST

POINT OF COMPOUND CURVATURE

POUNDS PER CUBIC FOOT

PERCENT

PLAIN END

PEDESTAL

PENETRATION

PERFORATED

PERMANENT

PERPENDICULAR

POWER FACTOR

PREFACED MASONRY UNIT

PHASE

POINT OF INTERSECTION

PACKAGE

PLATE, PROPERTY LINE,

PRECAST LINTEL

PLASTER

PLATFORM

PLUMBING

POUNDS PER LINEAR FOOT

PNEUMATIC

POLISH

POSITIVE, POSITION

POLYPROPYLENE, POWER POLE

POINT OF REVERSE CURVATURE

PREFINISHED

PREFABRICATED

PRELIMINARY

PREPARE

PRESSURE

PRIMARY

PROPERTY, PROPOSED

PROTECTION

PIPE SUPPORT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH ABSOLUTE

POUNDS PER SQUARE INCH GAGE

PRESTRESSED

POINT, POINT OF TANGENCY

PARTITION

POLYVINYL CHLORIDE, POINT OF

VERTICAL CURVE

PVC COATED RGS

PAVEMENT

PLYWOOD

PLYWOOD WEB JOIST

PIEZOMETER

RATE OF FLOW

QUARRY TILE

QUARTER

QUANTITY

QUALITY

NAT

NEG

NIC

NOM

NPS

NPT

NTS

NWL

O TO O

OCPD

OED

OFCI

OFOI

OPNG

OPP

OPT

ORD

ORIG

OVFL

OVHG

PAR

PBD

PCC

PCF

PCT

PED

PEN

PERF

PERM

PERP

PFMU

PKG

PLAS

PLAT

PLBG

PLF

PNEU

POL

POS

PRC

PREF

PREFAB

PRELIM

PREP

PRES

PRI

PROP

PROT

PSF

PSI

PSIA

PSIG

PST

PTN

PVC

PVC-RGS

PVMT

PWD

PWJ

QTR

QTY

QUAL

IMP

INC

INF

INSTR

INSUL

INT

INTR

INV

IPS

IPT

IRR

ISO

JCT

JST

KCMIL

KSI

LAD

LAM

LATL

LCTB

LDG

LDR

LIN

LIQ

LLH

LLV

LMLU

LNG

LOC

LPS

LTD

LTG

LTL

LTNG

LVL

LVR

LWC

LWL

MACH

MAINT

MAN

MATL

MAX

MBR

MCB

MCJ

MDMJ

MECH

MED

MFR

MIN

MIR

MISC

MLO

MMB

MOD

MON

MPT

MRGWB

MSL

MULL

INSIDE DIAMETER, INTERIOR DIMENSION

INVERT ELEVATION, FOR EXAMPLE

INSIDE FACE

INTAKE HOOD

IMPACT

INCH

INCLUDE, INCANDESCENT

INFLUENT

INSTRUMENTATION

INSULATION

INTERIOR, INTERSECTION

INTERMEDIATE, INTERIOR

INVERT

IRON PIPE SIZE

INTERNAL PIPE THREAD

INSIDE RADIUS, IRON ROD

IRRIGATION

ISOMETRIC

JUNCTION BOX

JUNCTION

JOINT FILLER

JOIST

JOINT

KIP

KNEE BRACE

THOUSAND CIRCULAR MILS

KNOCK DOWN

KNOCK OUT

KIPS PER SQUARE INCH

KILOWATT

ANGLE, LENGTH, LAVATORY, LINTEL

LADDER

LAMINATE

LATERAL

LAG BOLT, POUND

LIQUID CHALK AND TACK BOARD

LANDING

LEADER

LIFTING EYE

LINEAR FOOT

LONG

LEFT HAND

LINEAR

LIQUID

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LIQUID MARKER LECTURE UNIT

LONGITUDINAL

LOCATION

LOW POINT

LOW-PRESSURE SODIUM

LONG RADIUS

LEFT

LIMITED

LIGHTING

LINTEL

LIGHTNING

LOW VOLTAGE

LAMINATED VENEER LUMBER

LOUVER

LIGHTWEIGHT

LIGHTWEIGHT CONCRETE

LOW WATER LEVEL

MIXED AIR

MACHINED

MAINTENANCE

MANUAL

MATERIAL

MAXIMUM

MACHINE BOLT

MEMBER

MECHANICAL CONTRACTOR,

MECHANICAL COUPLING,

MOMENT CONNECTION

METAL CORNER BEAD

MASONRY CONTROL JOINT

MODIFIED DOUBLE MECHANICAL JOINT

MECHANICAL

MEDIUM

MANUFACTURER

MANHOLE, METAL HALIDE

MINIMUM

MIRROR

MISCELLANEOUS

MECHANICAL JOINT

MASONRY LINTEL

MAIN LUGS ONLY

MEMBRANE

MASONRY OPENING

MODULAR, MODIFY

MONUMENT

MALE PIPE THREAD

MOISTURE-RESISTANT GYPSUM WALLBOARD

MOP SINK

MEAN SEA LEVEL

MOUNT

MASONRY UNIT

MULLION

MEDIUM VOLTAGE

MONITORING WELL

F TO F

F&B

FAB

FBD

FBG

FBM

FBO

FCA

FDC

FDR

FDTN

FEC

FES

FEXT

FIG

FIN

FJT

FLEX

FLG

FLOR

FLR

FLS

FOB

FOC

FOF

FOM

FOS

FOT

FPT

FRP

FRTM

FTG

FUR

FURN

FUT

FWD

FWE

FXTR

GAL

GALV

GEN

GFCI

GFMU

GLB

GND

GRTG

GSB

GVL

GWB

GYP

HBD

HDR

HDW

HEX

HGR

HID

HORIZ

HPC

HPS

HPT

HSS

HTG

HVAC

HWD

HWL

HYD

FACE TO FACE

FACE AND BYPASS

FABRICATE

FLOOR BEAM

FIBERBOARD

FIBERGLASS

BOARD FOOT MEASURE

FURNISHED BY OWNER

FLUSHING CONNECTION

FLANGED COUPLING ADAPTER

FLOOR DRAIN

FLEXIBLE DUCT CONNECTION

FEEDER

FOUNDATION

FLANGED END

FIRE EXTINGUISHER CABINET

FLARED END SECTION

FIRE EXTINGUISHER

FAR FACE, FACTORY FINISH, FLAT FACE

FINISHED GRADE

FIRE HYDRANT

FIGURE

FINISH

FLUSH JOINT

FLOW, FLOW LINE

FLEXIBLE

FLANGE

FLUORESCENT

FLOOR

FLASHING, FLUSH

FENCE

FINISHED OPENING, FIBER OPTIC

FLAT ON BOTTOM

FACE OF CONCRETE, FACE OF CURB

FACE OF FINISH

FACE OF MASONRY

FACE OF STUDS

FLAT ON TOP

FEMALE PIPE THREAD

FRAME

FIBERGLASS REINFORCED PLASTIC

FIRE RETARDANT TREATED MATERIAL

FLOOR SINK, FAR SIDE

FEET, FOOT

FOOTING, FITTING

FURRED, FURRING

FURNITURE, FURNISH

FUTURE

FACE VELOCITY

FIELD WELD, FIRE WALL

FORWARD

FURNISHED WITH EQUIPMENT

FIXTURE

GRILLE, GROUND

GAGE (METAL THICKNESS)

GALLON

GALVANIZED

GRAB BAR, GRADE BREAK

GROOVED COUPLING

GUARD

GENERAL

GROUND FAULT CIRCUIT INTERRUPTER

GROUND FACE MASONRY UNIT

GUTTER GRADE

GROOVED JOINT

GLASS

GLASS BLOCK, GLULAM BEAM

GROUND

GUY POLE

GRADE

GRATING

GYPSUM SHEATHING BOARD

GREASE TRAP

GRAVEL

GUY WIRE

GYPSUM WALLBOARD

GYPSUM HARDBOARD

HIGH

HOSE BIBB

HARDBOARD

HANDICAPPED, HOLLOW CORE, HORIZONTAL,

CURVE, HORIZONTAL CENTERLINE

HEAD, HOT DIP

HEADER

HARDWARE

HEXAGONAL

HANGER

HANDHOLE

HIGH-INTENSITY DISCHARGE

HOLLOW METAL

HORIZONTAL

HIGH POINT, HORSEPOWER

HORIZONTAL POINT OF CURVATURE

HIGH-PRESSURE SODIUM

HORIZONTAL POINT OF TANGENCY

HOSE REEL, HOUR

HEADED STUD, HIGH STRENGTH

HOLLOW STRUCTURAL SHAPE

HEIGHT

HEATING

HIGH VOLTAGE

HEATING, VENTILATING AND AIR CONDITIONING

HARDWOOD

HIGH WATER LEVEL

HYDRAULIC

HERTZ, CYCLES PER SECOND

CLKG

CLR

CMH

CMP

CMU

COL

COM

COMB

COMM

COMP

CON

CONC

CONN

CONST

CONT

COOR

CORR

CPLG

CRL

CSC

CSK

CSS

CTJ

CTR

CTRL

CVT

d D

DBA

DBL

DEG

DEG C

DEG F

DEMO

DEP

DEPT

DET

DIA

DIAG

DIFF

DIM

DISCH

DIST

DIV

DMJ

DMPF

DPDT

DPST

DUP

DWG

DWL

DWR

ECC

EDB

EFF

EHH

EIFS

ELEC

EMBD

EMER

EMH

ENCL

ENGR

ENTR

EOP

EQUIP

EQUIV

ESEW

EST

EWC

EWEF

EWTB

EXC

EXH

EXP

EXST

EXT

CAULKING

CLEAR

COMMUNICATION MANHOLE

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

CLEANOUT, CONCRETE OPENING

COLUMN

COMMON

COMBINATION

COMMUNICATION

COMPOSITION, COMPRESSIBLE, COMPOSITE

CONCENTRIC

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

COORDINATE

CORROSIVE, CORRUGATED

CHECKER PLATE, CONTROL POINT

COUPLING

CORROSION-RESISTANT LINING

COMPRESSION SLEEVE COUPLING

COUNTERSINK

CLINIC SERVICE SINK

CERAMIC TILE

CONTRACTION JOINT

CENTER

CONTROL

CULVERT

COPPER, CUBIC

CLOCKWISE

CUBIC YARD

PENNY (NAIL MEASURE)

DEEP, DIFFUSER, DRAIN

DUCT BANK, DECIBEL, DRY BULB

DEFORMED BAR ANCHOR

DOUBLE

DIRECT CURRENT

DEGREE

DEGREE CENTIGRADE

DEGREE FAHRENHEIT

DEMOLITION

DEPRESSED

DEPARTMENT

DETAIL

DROP INLET, DUCTILE IRON, DIGITAL INPUT

DIAMETER

DIAGONAL, DIAGRAM

DIFFERENTIAL, DIFFERENCE

DIMENSION

DISCHARGE

DISTANCE, DISTRIBUTION

DIVISION

DEAD LOAD

DOUBLE MECHANICAL JOINT

DAMP PROOFING

DOWN

DISSOLVED OXYGEN, DIGITAL OUTPUT, DITTO

DEPTH

DOUBLE POLE, DOUBLE THROW

DOUBLE POLE, SINGLE THROW

DOWN SPOUT

DOUBLE TEE, DRIP TRAP ASSEMBLY

DUPLICATE

DRAWING

DOWEL

DRAWER

EAST

EACH, EXHAUST AIR

ELECTRICAL CONTRACTOR

ECCENTRIC

EQUIPMENT DRAIN

ELECTRICAL DUCT BANK

EACH END

EACH FACE

EFFLUENT, EFFICIENCY

ELECTRICAL HANDHOLE

EXTERIOR INSULATION & FINISH SYSTEM

EXPANSION JOINT

ELBOW, ELEVATION

ELECTRICAL

EMBEDDED

EMERGENCY

ELECTRICAL MANHOLE

ENCLOSURE

ENGINEER

ENTRANCE

EDGE OF PAVEMENT

EQUAL

EQUIPMENT

EQUIVALENT

EACH SIDE, EQUAL SPACE,

EMERGENCY SHOWER

EMERGENCY SHOWER AND EYE WASH

ESTIMATE

EACH WAY, EMERGENCY, EYE/FACE WASH

ELECTRIC WATER COOLER

EACH WAY, EACH FACE

EACH WAY, TOP AND BOTTOM

EXCAVATION

EXHAUST

EXPANSION, EXPOSED

EXISTING

EXTERIOR, EXTERNAL, EXTENSION

A/C A/E A

ABAN

ABC

ABT

ACK

ACP

ACST

ADDL

ADH

ADJ

AFF

AFG

AGGR

AIC

ALIG

ALT

ALUM

AMB

ANC

APRX

APVD

ARCH

ASSY

ATC

ATM

AUTO

AUX

AVE

AVG

AWG

AWT

B TO B

BAL

BBD

BITUM

BKG

BLDG

BLK

BLKG

BOC

BOD

BOG

BOL

BOP

BOR

BOT

BOU

BRG

BRGP

BRKT

BTU

BTW

BTWLD

BUR

BYP

C TO C

C&G C

CAB

CAP

CAT

CAV

CCB

CCW

CDF

CER

CFL

CHBD

CHD

CHFR

CHH

CIP

CIPB

CIRC

CKT

CLG

AIR CONDITIONING

ARCHITECT/ENGINEER

AMPERE

ANCHOR BOLT

ABANDON

AGGREGATE BASE COURSE

ABOUT

ALTERNATING CURRENT

ACKNOWLEDGE

ACOUSTIC CEILING PANEL,

ASPHALTIC CONCRETE PAVEMENT

ACOUSTIC

ADDENDUM, AREA DRAIN

ADDITIONAL

ADHESIVE

ADJUSTABLE, ADJACENT

AMP FRAME, AMP FUSE

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

AGGREGATE

AREA INLET, ANALOG INPUT

AMPS INTERRUPTING CAPACITY

ALIGNMENT

ALTERNATE, ALTITUDE

ALUMINUM

ACOUSTICAL MATERIAL

AMBIENT

ANCHOR

ANALOG OUTPUT

ACCESS PANEL

APPROXIMATE

APPROVED

ARCHITECTURAL

ASSEMBLY

ACOUSTICAL TILE, AMP TRIP

ACOUSTICAL TILE CEILING

ATMOSPHERE

AUTOMATIC

AUXILIARY

AVENUE

AVERAGE

AMERICAN WIRE GAGE

ACOUSTICAL WALL TILE

BACK TO BACK

BALANCE

BULLETIN BOARD

BASE CABINET, BOTTOM CHORD,

BOLT CENTER, BOLT CIRCLE

BOARD

BOTH ENDS, BELL END

BOTH FACES, BOTTOM FACE,

BLIND FLANGE, BOARD FEET

BITUMINOUS

BACKING

BASE LINE

BUILDING

BLOCK

BLOCKING

BENCHMARK, BEAM

BACK OF CURB

BOTTOM OF DUCT

BOTTOM OF GRILLE

BOTTOM OF LOUVER, BOLLARD

BOTTOM OF PIPE

BOTTOM OF REGISTER

BOTTOM

BOTTOM OF UNIT

BASE PLATE

BEARING

BEARING PLATE

BRACKET

BOTH SIDES

BRITISH THERMAL UNIT

BETWEEN

BUTT WELD

BELL UP, BUILT-UP

BUILT-UP ROOFING

BOTH WAYS

BYPASS

CENTER TO CENTER

CURB AND GUTTER

CHANNEL SHAPE, CENTIGRADE, CONDUIT

CABINET

CAPACITY

CATALOG, CATEGORY

CAVITY

CATCH BASIN

CONCRETE BLOCK

COUNTER CLOCKWISE

CONTROLLED-DENSITY FILL

CONCRETE EDGE

CERAMIC

CUBIC FEET (FOOT)

COUNTER FLASHING

CHALKBOARD

CHORD

CHAMFER

COMMUNICATION HANDHOLE

CURB INLET

CAST-IN-PLACE

CONCRETE INTERLOCKING PAVER BALLAST

CIRCULATION, CIRCULAR

CONSTRUCTION JOINT

CIRCUIT

CENTERLINE, CLASS, CLOSE

CEILING

GENERAL NOTES:

00G-002

GENERAL ABBREVIATIONS

10449484-00G001.DWG

NOT TO SCALE

ISSUED FOR FINAL DESIGN

04/06/20261

BFAIRCHILD

\\192.168.168.65\File Server\PE Stamps\Orders\2020\56969 Fairchild KS-Eng\56969 Fairchild KS-Eng FINAL Model (1)

BFAIRCHILD

Stamp

BFAIRCHILD

Text Box 6/1/26

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILE NAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

\JS

1_ W

ILZ

_G \10

-0

1.D W

/05 /20

:18

P M

OLATHE

WELLFIELD STREAMBANK

STABILIZATION

B. FAIRCHILD

10449484

HDR ENGINEERING, INC. | CA0443AE

1917 S. 67TH STREET

OMAHA, NE 68106

(402) 399-1000

GENERAL NOTE:

EXISTING CONDITION LEGEND PROPOSED CIVIL LEGEND

1. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING COMPONENTS OR TO DE-EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK. REFER TO CONTEXT OF EACH SHEET

FOR USAGE.

00G-003

GENERAL LEGEND

POWER POLE

GUY ANCHOR

LIGHT POLE

YARD LIGHT

TELEPHONE PEDESTAL

MAILBOX

TREE D

BUSH

SIGN

CHAIN LINK FENCE

SANITARY SEWER PIPE

ROOF DRAIN PIPE

TELEPHONE LINE

GAS LINE

OVERHEAD POWER

OVERHEAD TELEPHONE

WOOD FENCE

AIR CONDITION UNIT

ROOF DRAIN

WOOD POST

FLAG POLE

ELECTRIC BOX

ELECTRIC MANHOLE

GAS METER

GAS VALVE

GAS MARKER

WATER METER

WATER VALVE

FIRE HYDRANT

SECTION CORNER

FOUND MONUMENT

BENCHMARK

CONTROL POINT

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

STORM MANHOLE

STORM SEWER PIPE

GUARDRAIL

BUSH

STUMP

SATELLITE

TREE C

ELECTRIC METER

ELECTRIC RISER

ELECTRIC VAULT

ANTENNA

TELEPHONE CABINET

TRAFFIC SIGNAL MANHOLE

TRAFFIC SIGNAL CABINET

TRAFFIC SIGNAL BOX

RIGHT-OF-WAY

FIBER OPTIC BOX

BOLLARD

UTILITY MANHOLE

RADIO TOWER

RAILROAD CONTROL BOX

MONITORING WELL

AERIAL CONTROL POINT

FOUND PLUS CUT

BASKET BALL HOOP

BORE HOLE

CABLE LINE

FIBER OPTIC LINE

UNDERGROUND POWER

WATER LINE

1/4 TON RIPRAP

PERMANENT

TRM

TEMPORARY

CONSTRUCTION

EASEMENT

1/2 TON RIPRAP

COMPACTED RIPRAP

(1/2 TON)

TEMPORARY

RIGHT OF ENTRY

GRADING LIMITS

STAGING AREA

FENCING

BFAIRCHILD

\\192.168.168.65\File Server\PE Stamps\Orders\2020\56969 Fairchild KS-Eng\56969 Fairchild KS-Eng FINAL Model (1)

BFAIRCHILD

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILE NAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

1_ W

ILZ

_G \10

-0

1.D W

/05 /20

:18

P M

OLATHE

WELLFIELD STREAMBANK

STABILIZATION

B. FAIRCHILD

10449484

HDR ENGINEERING, INC. | CA0443AE

1917 S. 67TH STREET

OMAHA, NE 68106

(402) 399-1000

00G-004

GENERAL NOTES

GENERAL NOTES:

1. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE PLANS AND CONTRACT DOCUMENTS (APPROVED BY THE CITY OF OLATHE) AND ONE (1) COPY OF THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AT THE JOB SITE AT ALL TIMES.

2. THE CITY OF OLATHE "TECHNICAL SPECIFICATION AND STANDARD DESIGN DETAILS" LATEST EDITION SHALL GOVERN CONSTRUCTION OF THE PROJECT. THE TECHNICAL SPECIFICATIONS SHALL GOVERN OVER ANY APPARENT ERRORS OR INCONSISTENCIES BETWEEN THE CONTRACT DOCUMENTS AND THE

TECHNICAL SPECIFICATIONS, UNLESS OTHERWISE STIPULATED BY THE CITY ENGINEER.

3. CONSTRUCTION OF THE IMPROVEMENTS SHOWN OR IMPLIED BY THIS SET OF DRAWINGS SHALL NOT BE INITIATED OR ANY PART THEREOF UNDERTAKEN UNTIL THE CITY ENGINEER IS NOTIFIED OF SUCH INTENT AND ALL REQUIRED AND PROPERLY EXECUTED BONDS AND CONTRACT AGREEMENTS ARE RECEIVED AND

APPROVED BY THE CITY ENGINEER.

4. WORK ON WEEKENDS OR LEGAL HOLIDAYS SHALL BE AS APPROVED BY THE CITY ENGINEER. REQUESTS FOR PERMISSION TO WORK ON WEEKENDS MUST BE RECEIVED NO LATER THAN 3:00 P.M. ON THE PRECEDING THURSDAY. REQUESTS TO WORK ON LEGAL HOLIDAYS MUST BE RECEIVED AT LEAST FIVE (5) WORKING DAYS PRIOR TO THE ANTICIPATED DATE OF THE WORK TO BE PERFORMED. LEGAL HOLIDAYS OBSERVED BY THE CITY OF OLATHE ARE NEW YEAR'S DAY, MARTIN LUTHER KING JR.'S BIRTHDAY, PRESIDENT'S DAY, MEMORIAL DAY, JUNETEENTH, INDEPENDENCE DAY, LABOR DAY, VETERAN'S DAY, THANKSGIVING DAY (INCLUDING THE FOLLOWING FRIDAY) AND CHRISTMAS. THE ACTUAL DAYS OFF MAY BE PART OF THE AMOUNT OF TIME GRANTED AS AN OFFICIAL HOLIDAY BY THE CITY OF OLATHE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THESE DAYS PRIOR TO THE ACTUAL REQUEST FOR

INSPECTION SERVICES.

5. ALL WORKMANSHIP AND MATERIALS SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL BY CITY PERSONNEL OR CITY REPRESENTATIVE CONTRACTED TO

PERFORM INSPECTION.

6. SOIL SAMPLING AND COMPACTION TESTING SHALL BE PERFORMED BY A QUALIFIED TECHNICIAN AT LOCATIONS DETERMINED BY THE CITY ENGINEER. ALL

SAMPLING AND TESTING EXPENSES SHALL BE PAID FOR BY THE CONTRACTOR.

7. ANY TRAFFIC CONTROL REQUIREMENTS NECESSARY SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) TO ENSURE THE SAFETY OF MOTORISTS, PEDESTRIANS, AND WORKERS AT ALL TIMES. CONTRACTOR IS RESPONSIBLE FOR ALL INSTALLATION AND MAINTENANCE OF TRAFFIC CONTROL DEVICES. TEMPORARY PAVEMENT MARKING WILL BE CONSIDERED SUBSIDIARY TO PERMANENT

MARKING BID ITEMS.

8. ANY PROPERTY CORNER AND/OR SECTION CORNER DISTURBED OR DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESET BY A REGISTERED LAND SURVEYOR LICENSED IN THE STATE OF KANSAS, AT THE CONTRACTOR'S EXPENSE UNLESS OTHERWISE NOTED.

9. THE CONTRACTOR IS RESPONSIBLE FOR THE RESTORATION OF RIGHT-OF-WAY AND FOR DAMAGED IMPROVEMENTS OR EXISTING FEATURES SUCH AS CURBS, SIDEWALKS, DRIVEWAYS, ANY OTHER SURFACE, STRUCTURE, TREE SHRUBS, STREET LIGHT AND TRAFFIC SIGNAL BOXES, TRAFFIC SIGNAL LOOP LEAD-INS, SIGNAL POLES, SIGNS, DECORATIVE FEATURES, ETC. DAMAGED IMPROVEMENTS SHALL BE REPAIRED IN CONFORMANCE WITH THE LATEST CITY STANDARDS

AND TO THE CITY'S SATISFACTION AT THE CONTRACTOR'S EXPENSE.

10. REMOVE ALL TREES AND VEGETATION WITHIN CONSTRUCTION LIMITS AS NOTED IN THE PLANS. SPARE ALL TREES MARKED DND (DO NOT DISTURB) OR ANY TREE OUTSIDE THE CONSTRUCTION LIMITS. EXCEPTIONALLY GOOD TREES SHALL BE SPARED (IF POSSIBLE) BY ADJUSTING THE BACKSLOPE LINES DURING CONSTRUCTION, AS DIRECTED BY THE ENGINEER. ALL TREES WITHIN CONSTRUCTION LIMITS TO BE SAVED SHALL HAVE THEIR TRUNKS PHYSICALLY PROTECTED PRIOR TO CONSTRUCTION OPERATIONS BY METHODS APPROVED BY THE ENGINEER. ALL TREES MARKED FOR REMOVAL THAT HAVE ALREADY BEEN REMOVED (BY OTHERS) SHALL HAVE THEIR STUMPS GROUND TO 6" BELOW FINISHED GRADE.

11. CONTRACTOR SHALL LIMIT TREE REMOVAL BETWEEN WOODLAND ROAD AND NORTHGATE STREET. NO TREES SHALL BE REMOVED UNTIL A TREE SURVEY, INCLUDING THOSE TO BE REMOVED WITHIN CONSTRUCTION LIMITS, HAS BEEN COMPLETED AND APPROVED BY THE CITY ENGINEER. ANY ADDITIONAL TREE REMOVAL SHALL BE STRICTLY AT THE CITY ENGINEER'S APPROVAL. ANY ADDITIONAL TREE REMOVAL SHALL BE RESTORED AT A RATE OF 3 NEW TREES PER 1

TREE REMOVED, AND SHALL COME AT THE CONTRACTOR'S EXPENSE.

12. ALL EXISTING PAVEMENT, CURB AND GUTTER, DRIVEWAYS, SIDEWALKS OR BITUMINOUS SURFACING TO BE REMOVED SHALL BE SAW CUT TO NEAT LINES AS SHOWN ON PLANS OR TO THE NEAREST JOINT AS DIRECTED BY THE ENGINEER. ADDITIONAL REMOVAL MAY BE ORDERED BY THE ENGINEER. ALL WASTE MATERIAL SHALL BE DISPOSED OF ON SITES PROVIDED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. ALL MATERIALS SHALL BE DISPOSED OF BY THE CONTRACTOR AT HIS OWN EXPENSE. SAWCUTTING SHALL BE SUBSIDIARY TO OTHER BID ITEMS.

13. ALL WORK SHALL BE CONFINED WITHIN THE EASEMENTS AND/OR CONSTRUCTION LIMITS AS DIRECTED BY THE ENGINEER. ALL CONSTRUCTION LIMITS SHOWN

ARE APPROXIMATE AND MAY BE EXTENDED OR REDUCED AT THE DIRECTION OF THE ENGINEER.

14. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES SO THAT ACCESS TO ADJOINING PROPERTY IS MAINTAINED TO THE GREATEST EXTENT POSSIBLE. THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS A MINIMUM OF 48 HOURS IN ADVANCE OF ALL WORK PERTAINING TO ENTRANCE(S).

TEMPORARY ENTRANCES OR A LOCATION TO PARK NEAR THE AFFECTED ENTRANCE WILL BE PROVIDED BY THE CONTRACTOR AT NO COST TO THE CITY.

15. POLICE, FIRE, MED-ACT, SCHOOL BUS PROVIDERS, AND ALL AFFECTED PROPERTY OWNERS SHALL BE NOTIFIED PRIOR TO CLOSING ANY STREET WITH APPROVAL OF THE CITY ENGINEER. NOTICE SHOULD BE PROVIDED AT LEAST 48 HOURS IN ADVANCE OF THE STREET BEING CLOSED. NOTICE TO PROPERTY

OWNERS SHALL BE A WRITTEN NOTIFICATION.

16. THE INFORMATION SHOWN IN THESE PLANS CONCERNING THE TYPE AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES FOR FIELD LOCATION OF ALL UNDERGROUND UTILITY LINES PRIOR TO ANY EXCAVATION AND FOR MAKING HIS/HER OWN VERIFICATION AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL POTHOLE AND SURVEY ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION OF ANY PORTION OF STORM SEWER, UNDERDRAINS, CONDUIT, AND ANY OTHER SUBSURFACE ELEMENT OF THE PROJECT. THIS SURVEY INFORMATION SHALL BE FORWARDED TO THE ENGINEER FOR REVIEW. THE CONTRACTOR SHALL NOT BEGIN CONSTRUCTION ON ANY SUBSURFACE ELEMENT ON THE PROJECT WITHOUT THE APPROVAL OF THE ENGINEER. UTILITIES DAMAGED THROUGH THE NEGLIGENCE OF THE CONTRACTOR TO OBTAIN THE EXACT UTILITY

LOCATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE.

17. THE CONTRACTOR SHALL AT NO TIME LEAVE EQUIPMENT, MATERIALS, OR DEBRIS AT LOCATIONS THAT COULD OBSTRUCT INTERSECTION SIGHT DISTANCE, OBSTRUCT ANY EXISTING CAPACITY OF THE STORM SEWER SYSTEM, LIMIT ACCESS TO PRIVATE PROPERTY, OR CAUSE EROSION TO RESIDENCES.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, AND IF DAMAGED, RESTORING MAILBOXES, DRIVEWAY MARKERS, YARD LIGHTS, BASEMENT DRAINS, ROOF DRAINS, SPRINKLER SYSTEMS, LATERAL SEWER SYSTEMS AND UTILITY SERVICE LINE CONNECTIONS TO A CONDITION EQUAL TO THAT BEFORE DAMAGE OCCURRED. MAILBOXES, ADJUSTMENTS, REINSTALLATIONS, AND REPLACEMENTS SHALL BE SUBSIDIARY TO ALL OTHER BID ITEMS. ALL EXISTING MAILBOXES SHALL BE DELIVERED TO THE PROPERTY OWNER AND REPLACED WITH A NEW MAILBOX. TEMPORARY MAILBOXES WILL BE PROVIDED TO AFFECTED RESIDENTS DURING CONSTRUCTION IN A LOCATION ACCESSIBLE TO THE U.S. POST OFFICE DEPARTMENT.

19. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY COMPANIES ON THE LOCATION OF RELOCATED UTILITIES AND FINAL ADJUSTMENTS

REQUIRED TO BRING THE FINISHED GRADE TO SUFFICIENT CLEARANCE.

20. THE CONTRACTOR MAY PURCHASE WATER REQUIRED FOR THE CONSTRUCTION OF THE PROJECT FROM THE PUBLIC WORKS DEPARTMENT THROUGH THE USE OF A FIRE HYDRANT WATER METER. METERS CAN BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT, FIELD OPERATIONS DIVISION FOR A NOMINAL

DEPOSIT, REFUNDABLE UPON THE RETURN OF THE METER.

21. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL ITEMS AS REQUIRED BY THE CITY OF OLATHE TECHNICAL SPECIFICATION, DESIGN CRITERIA, AND PLAN SET FOR PUBLIC IMPROVEMENT PROJECTS, FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION.

22. THE CONTRACTOR SHALL SUBMIT COMPLETE TRAFFIC CONTROL PLANS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE BEGINNING OF ANY

CONSTRUCTION. SEE TRAFFIC CONTROL DETAILS FOR MORE DETAILS.

23. PRIOR TO CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR PROVIDING PRE-CONSTRUCTION PHOTO DOCUMENTATION TO CITY OF ANY AREA WITHIN LIMITS OF DISTURBANCE OR ANY AREA TO BE IMPACTED BY PROJECT AND CONSTRUCTION METHODS. SHALL BE SUBSIDIARY TO MOBILIZATION. ANY DAMAGES

DUE TO CONSTRUCTION METHODS SHALL BE AT CONTRACTOR'S EXPENSE.

24. CONTRACTOR SHALL SUBMIT HEAVY TRUCK TRAFFIC ROUTE FOR CITY APPROVAL PRIOR TO CONSTRUCTION. ANY REGULAR CONSTRUCTION TRAFFIC SHALL FOLLOW CITY APPROVED ROUTES. CONTRACTOR RESPONSIBLE FOR ANY IMPACTS OR DAMAGES DUE TO TRAFFIC, AT CONTRACTOR'S EXPENSE.

STREETS AND STORM DRAINAGE

1. DEVELOPMENT PLANS AND DRAINAGE REPORTS ARE APPROVED INITIALLY FOR ONE (1) YEAR, AFTER WHICH THEY AUTOMATICALLY BECOME VOID AND MUST BE UPDATED AND RE-APPROVED BY THE CITY ENGINEER BEFORE ANY CONSTRUCTION WILL BE PERMITTED.

2. THE CITY OF OLATHE PLAN REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH OLATHE DESIGN CRITERIA AND THE CITY CODE. CITY IS NOT RESPONSIBLE FOR THE ACCURACY AND ADEQUACY OF THE DESIGN, OR DIMENSIONS AND ELEVATIONS. CITY OF OLATHE, THROUGH APPROVAL OF THIS DOCUMENT, ASSUMES NO RESPONSIBILITY OTHER THAN AS STATED ABOVE FOR THE COMPLETENESS AND/OR ACCURACY OF THIS DOCUMENT.

3. CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE PLANS (APPROVED BY THE CITY OF OLATHE) AND ONE (1) COPY OF THE APPROPRIATE TECHNICAL SPECIFICATIONS AND DESIGN CRITERIA FOR PUBLIC IMPROVEMENT PROJECTS AT THE JOB SITE AT ALL TIMES.

4. CONSTRUCTION OF THE IMPROVEMENTS SHOWN OR IMPLIED BY THIS SET OF DRAWINGS SHALL NOT BE INITIATED OR ANY PART THEREOF UNDERTAKEN UNTIL THE CITY ENGINEER IS NOTIFIED OF SUCH INTENT, AND ALL REQUIRED AND PROPERLY EXECUTED BONDS AND CONTRACT AGREEMENTS ARE RECEIVED AND

APPROVED BY THE CITY ENGINEER.

5. THE CITY OF OLATHE TECHNICAL SPECIFICATIONS FOR PUBLIC IMPROVEMENT PROJECTS, LATEST EDITION, SHALL GOVERN CONSTRUCTION OF THIS PROJECT.

6. ALL EXISTING UTILITIES INDICATED ON THE DRAWINGS ARE ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE CITY ENGINEER, HOWEVER, ALL

UTILITIES MAY NOT BE SHOWN. UTILITIES DAMAGED THROUGH THE NEGLIGENCE OF THE CONTRACTOR TO OBTAIN THE LOCATION OF SAME SHALL BE

REPAIRED OR REPLACED BY THE CONTRACTOR AT THEIR EXPENSE.

7. BACKFILL WITHIN THE RIGHT-OF-WAY SHALL BE COMPACTED TO NINETY-FIVE (95) PERCENT OF MAXIMUM DENSITY AT OPTIMUM MOISTURE. NO FILL SHALL BE PLACED IN FUTURE RIGHTS-OF-WAY UNDER A LAND DISTURBANCE PERMIT UNLESS APPROVED BY THE CITY ENGINEER.

8. ALL TRENCH EXCAVATION BENEATH EXISTING AND PROPOSED STREETS SHALL BE BACKFILLED IN ACCORDANCE WITH TECHNICAL SPECIFICATION SECTION 4000. ALTERNATE BACKFILL MATERIALS SHALL REQUIRE THE APPROVAL OF THE CITY ENGINEER.

9. RAMP CONSTRUCTION SHALL BE REQUIRED WHEN NOTED ON THE PLANS AND/OR CONTAINED IN THE SUMMARY OF QUANTITIES.

10. SOIL SAMPLING AND COMPACTION TESTING SHALL BE PERFORMED BY A QUALIFIED TECHNICIAN AT LOCATIONS DETERMINED BY THE CITY ENGINEER. ALL

SAMPLING AND TESTING EXPENSES SHALL BE PAID FOR BY THE CONTRACTOR.

11. WHERE AVAILABLE, ALL WATER REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT SHALL BE PURCHASED FROM THE PUBLIC WORKS DEPARTMENT USING

A FIRE HYDRANT WATER METER. METERS CAN BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT, FIELD OPERATIONS DIVISION, FOR A NOMINAL DEPOSIT

THAT IS REFUNDABLE UPON THE RETURN OF THEMETER.

12. SATURDAY WORK SHALL BE AS APPROVED BY THE CITY ENGINEER. NO WORK SHALL BE PERMITTED ON SUNDAY OR A HOLIDAY.

13. RELOCATION OF ANY WATER LINE, SEWER LINE OR SERVICE LINE REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR AND SHALL BE AT THEIR EXPENSE.

14. IF PRECAST CONCRETE STORM SEWER STRUCTURES ARE TO BE USED ON THIS PROJECT, THE CONTRACTOR SHALL, SUBSEQUENT TO REVIEW BY THE DESIGN

ENGINEER, SUBMIT SHOP DRAWINGS TO THE CITY ENGINEER PRIOR TO FABRICATION OF THE STRUCTURES. FAILURE TO DO SO MAY BE CAUSE FOR

REJECTION.

15. MONUMENT BOXES CONFORMING TO ALL APPLICABLE STANDARD DETAILS SHALL BE INSTALLED WHEN THE QUARTER SECTION CORNERS ARE LOCATED

WITHIN THE LIMITS OF THE NEW STREET.

16. WHERE A NEW STREET IS TO CONNECT TO AN EXISTING STREET, ALL DETERIORATED OR CRACKED ASPHALT WITHIN FIVE (5) FEET OF THE CONNECTION POINT SHALL BE REMOVED TO A DEPTH WHERE SOUND MATERIAL IS FOUND. IF FULL DEPTH PAVEMENT REMOVAL IS REQUIRED, THE SUBGRADE SHALL BE

RECOMPACTED TO NINETY-FIVE (95) PERCENT OF MAXIMUM DENSITY AT OPTIMUM MOISTURE.

17. ALL STRUCTURAL INSPECTIONS SHALL BE COMPLETED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF KANSAS.

EROSION AND SEDIMENT CONTROL

1. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE APPROVED PLAN. EACH STAGE SHALL BE COMPLETED AND IMMEDIATELY STABILIZED BEFORE ANY SUBSEQUENT STAGE IS INITIATED. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE. NO FILL SHALL BE PLACED IN FUTURE RIGHTS-OF-WAY UNDER A LAND DISTURBANCE PERMIT UNLESS APPROVED BY THE

CITYENGINEER.

2. THE CONTRACTOR OR OWNER SHALL OBTAIN A LAND DISTURBANCE PERMIT FROM THE CITY OF OLATHE. THE PERMIT HOLDER MUST SCHEDULE AN INITIAL EROSION AND SEDIMENT CONTROL INSPECTION PRIOR TO ANY EARTHMOVING ON THE PROPOSED SITE AS PER THE APPROVED PLAN. SCHEDULING OF INITIAL

INSPECTIONS MUST BE MADE AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE.

3. ALL EXCAVATION FOR UTILITY LINE INSTALLATION SHALL BE LIMITED TO THE AMOUNT THAT CAN BE EXCAVATED, INSTALLED, BACKFILLED, AND STABILIZED WITHIN ONE WORKING DAY. ALL EXCAVATED MATERIAL SHALL BE DEPOSITED ON THE UPSLOPE SIDE OF THE TRENCH. SEDIMENT LADEN WATER THAT ACCUMULATES IN THE TRENCHES SHALL BE PUMPED THROUGH A FILTRATION DEVICE, OR EQUIVALENT SEDIMENT REMOVAL FACILITY, OR OVER NON-DISTURBED VEGETATED DISCHARGE POINTS SHOULD BE ESTABLISHED TO PROVIDE FOR MAXIMUM DISTANCE TO ACTIVE WATERWAYS.

4. BEFORE IMPLEMENTING ANY REVISIONS TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN OR REVISIONS TO OTHER PLANS, WHICH MAY AFFECT THE EFFECTIVENESS OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN, THE CONTRACTOR MUST RECEIVE APPROVAL OF THE REVISIONS FROM THE

CITY OF OLATHE.

5. ALL BUILDING MATERIALS AND WASTES MUST BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE KANSAS DEPARTMENT OF HEALTH AND ENVIRONMENT’S REGULATIONS. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED AT THE SITE.

6. BEFORE DISPOSING OF SOIL OR RECEIVING BORROW FOR THE SITE, THE CONTRACTOR MUST ASSURE THAT EACH SPOIL OR BORROW AREA HAS AN EROSION AND SEDIMENT CONTROL PLAN APPROVED BY THE CITY OF OLATHE AND WHICH IS BEING IMPLEMENTED AND MAINTAINED ACCORDING TO CITY OF OLATHE

REGULATIONS.

7. ANY DISTURBED AREA ON WHICH ACTIVITY HAS CEASED MUST BE STABILIZED IMMEDIATELY. DURING NON-GERMINATING PERIODS, MULCH MUST BE APPLIED AT THE RECOMMENDED RATES. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE, AND WHICH WILL BE RE-DISTURBED BEFORE WINTER, SHALL BE STABILIZED IN ACCORDANCE WITH TEMPORARY SEEDING SPECIFICATIONS. DISTURBED AREAS THAT ARE EITHER AT FINISHED GRADE OR WILL NOT BE REDISTURBED BEFORE WINTER MUST BE STABILIZED WITH PERMANENT SEEDING SPECIFICATIONS.

8. PLANTING AND SEEDING DATES SHALL BE IN ACCORDANCE WITH THE CITY OF OLATHE TECHNICAL SPECIFICATIONS FOR PUBLIC IMPROVEMENT PROJECTS.

INTERIM STABILIZATION WILL BE ACHIEVED BY MULCHING.

9. ONLY LIMITED DISTURBANCE WILL BE PERMITTED TO CONSTRUCT SEDIMENT TRAPS, DIVERSION TERRACES, ETC.

10. AT THE END OF EACH WORKING DAY, ANY SEDIMENT TRACKED OR CONVEYED ONTO A PUBLIC ROADWAY WILL BE REMOVED AND RE-DEPOSITED ONTO THE

CONSTRUCTION SITE. REMOVAL CAN BE COMPLETED THROUGH USE OF MECHANICAL OR HAND TOOLS, BUT MUST NEVER BE WASHED OFF THE ROAD USING

WATER.

11. SEDIMENT REMOVAL FROM EROSION AND SEDIMENT CONTROLS AND FACILITIES SHALL BE DISPOSED OF IN LANDSCAPED AREAS OUTSIDE OF STEEP SLOPES, WETLANDS, FLOODPLAINS, OR DRAINAGE SWALES AND IMMEDIATELY STABILIZED OR PLACED IN TOPSOIL STOCKPILES.

12. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE CONTRACTOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO ELIMINATE THE POTENTIAL FOR ACCELERATED EROSION AND/OR

SEDIMENT POLLUTION.

13. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES.

14. STABILIZATION IS DEFINED AS A MINIMUM UNIFORM 70% PERENNIAL VEGETATED COVER OR OTHER PERMANENT NON-VEGETATED COVER WITH A DENSITY

SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS.

15. AN EROSION CONTROL BLANKET WILL BE INSTALLED ON ALL DISTURBED SLOPES STEEPER THAN 3:1 AND ALL AREAS OF CONCENTRATED FLOWS.

16. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS OF

ALL EROSION AND SEDIMENT CONTROL BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING, AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF EROSION AND SEDIMENT CONTROL BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.

17. ANY SEDIMENT REMOVED FROM BMPS DURING CONSTRUCTION SHALL BE RETURNED TO UPLAND AREAS ON SITE AND INCORPORATED INTO SITE GRADING.

18. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND OR CONTRACTOR

SHALL CONTACT THE CITY FOR A FINAL INSPECTION.

19. SEED MIX MUST BE AS PREVIOUSLY APPROVED. APPROPRIATE FERTILIZER WILL BE APPLIED PER THE MANUFACTURER’S RECOMMENDATIONS.

20. EXCAVATED SOIL MAY NOT BE DISPOSED OF IN THE KANSAS RIVER UNDER ANY CIRCUMSTANCES.

PROJECT SPECIFIC NOTES:

1. ALL SOIL FURNISHED AND INSTALLED AS PART OF THIS PROJECT SHALL BE CONSIDERED "EMBANKMENT" AND SHALL COMPLY WITH CITY OF OLATHE SPECIFICATIONS S1100 AND S1200. COMPACTION REQUIREMENTS FOLLOW THE ROADWAY EMBANKMENT REQUIREMENTS IN SECTION 1200, AND SHALL BE TO 95% OF MAXIMUM DENSITY AND WITHIN -2 TO +2 PERCENT OF OPTIMAL MOISTURE RANGE, AND WITH MAXIMUM LOOSE LIFT THICKNESSES NOT EXCEEDING 8-INCHES FOR ALL FILL. TESTING REQUIREMENTS FOR SOIL COMPACTION SHALL BE AS OUTLINED IN S1200. ALL EMBANKMENT SHALL BE APPROVED VIA A SITE VISIT BY THE ENGINEER OR THE ENGINEER'S REPRESENTATIVE PRIOR TO PLACEMENT OF RIPRAP.

2. PAYMENT FOR EMBANKMENT (CONTRACTOR FURNISHED) & UNCLASSIFIED EXCAVATION SHALL BE PLAN MEASURED. ALL OTHER GRADING, DRAINAGE, AND

LANDSCAPING PAY ITEMS SHALL BE FIELD MEASURED.

3. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING AND/OR BYPASSING METHODS REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT. NO EXPLICIT

PAYMENT SHALL BE MADE FOR THESE EFFORTS.

4. NO SWPPP OR SWPPP INSPECTIONS ARE REQUIRED FOR THIS PROJECT; HOWEVER, ALL OTHER PRACTICES IN THE ABOVE "EROSION AND SEDIMENT CONTROL" SECTION, THE SPECIFICATIONS, AND THE EROSION CONTROL PLAN SHEET ARE STILL REQUIRED.

5. TESTING FOR COMPACTION SHALL BE AT THE CONTRACTOR'S EXPENSE, SUBSIDIARY TO THE EMBANKMENT (CONTRACTOR FURNISHED) LINE ITEM.

6. THE STAGING AREA LOCATION SHOWN IN APPROXIMATE AND WAS USED TO ESTABLISH RESTORATION QUANTITIES. THE CONTRACTOR MAY ADJUST THE

LOCATION FOLLOWING COORDINATION WITH THE APPROVAL BY THE CITY OF OLATHE.

7. TREE REMOVALS HAVE NOT BEEN INDIVIDUALLY ITEMIZED FOR THIS PROJECT DUE TO THE DENSE VEGETATION PRESENT ON THE SITE. CONTRACTOR SHALL

REMOVE AND GRUB ALL TREES WITHIN THE LIMITS OF DISTURBANCE. PAYMENT FOR THIS ITEM SHALL BE INCLUDED UNDER THE "CLEARING & GRUBBING" PAY

ITEM.

BFAIRCHILD

\\192.168.168.65\File Server\PE Stamps\Orders\2020\56969 Fairchild KS-Eng\56969 Fairchild KS-Eng FINAL Model (1)

BFAIRCHILD

PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL

CPT-100

CPT-101

BM-102

PROJECT LOCATION

NOTE, EXISTING

ACCESS ROAD TO

SITE NOT SHOWN IN

AERIAL IMAGE

SURVEY CONTROL

POINT NO.

BM-102

CPT-100

CPT-101

NORTHING

253539.14

253507.96

253535.83

EASTING

2186672.60

2186011.95

2186661.28

ELEVATION

779.73

784.37

779.51

DESCRIPTION

SET "L" CUT AT THE NW CORNER OF A 5'X4.5' CONC PAD FOR A METAL STAIRWAY TO VERTICAL WELL #8

SET 1/2" IRON REBAR W/CAP AT N. END OF A POND APPROX 425' E. OF GARNDER ROAD.

SET 1/2" IRON BAR W/CAP AT W. SIDE VERTICAL WELL #8

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILE NAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

1_ W

ILZ

-0 2V

1.D

W G

/05

/20

:18 P

OLATHE

WELLFIELD STREAMBANK

STABILIZATION

B. FAIRCHILD

10449484

HDR ENGINEERING, INC. | CA0443AE

1917 S. 67TH STREET

OMAHA, NE 68106

(402) 399-1000

02V-101

EXISTING CONDITIONS PLAN

10449484-02V101.DWG

1" = 40'

1. SEE SHEET 00G-003 FOR LEGEND.

2. PROJECT COORDINATES SHOWN HERON ARE BASED ON

KANSAS STATE PLANE COORDINATE SYSTEM, NORTH

ZONE, NAD83, VERTICAL DATUM IS NAVD88 AND IS SHOWN

IN U.S. SURVEY FEET.

BFAIRCHILD

\\192.168.168.65\File Server\PE Stamps\Orders\2020\56969 Fairchild KS-Eng\56969 Fairchild KS-Eng FINAL Model (1)

BFAIRCHILD

PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL

0+00

1+00

2+003+003+07.42

L-1

L-2

C-1

N 253591.22 E 2186960.30

N 253605.75 E 2186953.99

N 253633.62 E 2186896.58

N 253634.57 E 2186894.04

N 253616.29 E 2186874.60

N 253613.43 E 2186873.69

N 253587.55 E 2186877.02

N 253586.74 E 2186879.16

N 253563.01 E 2186944.18

N 253562.34 E 2186929.19

N 253610.97 E 2186844.08

N 253633.45 E 2186848.92

N 253623.67 E 2186846.81

N 253620.74 E 2186846.18

N 253640.44 E 2186770.61

N 253617.44 E 2186770.58

N 253627.52 E 2186720.59

N 253630.52 E 2186720.60

N 253629.03 E 2186710.09

N 253617.73 E 2186978.64

N 253552.46 E 2186975.99

N 253549.14 E 2186896.69

N 253667.37 E 2186891.74

RIPRAP CHANNEL CENTERLINE

NUMBER

C-1

L-1

L-2

PI STA

1+30.41

LENGTH

155.25'

51.01'

101.16'

RADIUS

300.00'

LINE/CHORD DIRECTION

N75°05'17"W

N60°15'47"W

N89°54'47"W

LEGEND

1/4 TON

RIPRAP

PERMANENT TURF

REINFORCEMENT MAT

TEMPORARY

CONSTRUCTION

EASEMENT

1/2 TON

RIPRAP

GRADING

LIMITS

STAGING AREA

FENCING

TEMPORARY

RIGHT OF ENTRY

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILE NAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

\JS

1_ W

ILZ

IL_

-0

1.D W

/05 /20

:18

P M

OLATHE

WELLFIELD STREAMBANK

STABILIZATION

B. FAIRCHILD

10449484

HDR ENGINEERING, INC. | CA0443AE

1917 S. 67TH STREET

OMAHA, NE 68106

(402) 399-1000

02C-101

SITE PLAN

10449484-02C101.DWG

1" = 10'

TEMPORARY CONSTRUCTION EASEMENT

TEMPORARY RIGHT OF ENTRY

02C-501

GENERAL NOTES

1. SEE SHEET 00G-003 FOR LEGEND.

2. SEE COVER SHEET FOR ESTIMATED PROJECT QUANTITIES

AND NOTE REGARDING RIPRAP ASSUMPTIONS.

15'

THICKENED RIPRAP KEY TRENCH

STAGING AREA

GRADING LIMITS

THICKENED RIPRAP TOE

02C-501

EXTENDS WEST TO SECTION LINE

BFAIRCHILD

\\192.168.168.65\File Server\PE Stamps\Orders\2020\56969 Fairchild KS-Eng\56969 Fairchild KS-Eng FINAL Model (1)

BFAIRCHILD

PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL

0+00

1+00

2+003+003+07.42

PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL

766767768769771772773774776777

9 75

5 75

8.5 4%

.24

10.

27%

33.42%26.77%

6.1 9%

3.0 0:1

STA 0+27.50

OFF 15.51' RT

N 253591.22 E 2186960.30

STA 0+45.91

OFF 34.56' RT

N 253616.89 E 2186953.76

STA 0+27.50

OFF -16.98' LT

N 253563.01 E 2186944.18

STA 0+45.91

OFF -24.92' LT

N 253565.25 E 2186924.26

0+000+501+001+502+002+503+003+10

5.2

7.7

5.9

2.7

3.7

0.6

8.5

3.3

5.8

6.0

7.1

0.18%

0.00%

30.00%

5.36% 0.00%

-33.33%

0.18%

0.00%

30.00%

5.36%

0.00%

-33.33%

I S

.00

2.7

I S

.00

7.0

I S

.48

2.7

PVI STA 1+00.00

EL 772.74

I S

.47

7.0

4 PVI STA 1+02.50

EL 772.74

I S

.50

8.7

PROPOSED GRADE

EXISTING GRADE

STA 0+27.53

EL 746.79

STA 0+35.53

EL 746.79

STA 0+45.91

EL 753.02

STA 0+83.28

EL 764.23

LEGEND

1/4 TON

RIPRAP

1/2 TON

RIPRAP

COMPACTED

RIPRAP (1/2 TON)

EMBANKMENT

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILE NAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

1_ W

ILZ

IL_

-0

2.D W

/05 /20

:18

P M

OLATHE

WELLFIELD STREAMBANK

STABILIZATION

B. FAIRCHILD

10449484

HDR ENGINEERING, INC. | CA0443AE

1917 S. 67TH STREET

OMAHA, NE 68106

(402) 399-1000

KEYNOTES ##

1. 1/2 TON RIPRAP SHALL BE PLACED ALONG THE PROPOSED

TOE AND PRESSED INTO THE EXISTING SUBGRADE

STARTING AT LOCATIONS INDICATED BY "COMPACTED

RIPRAP (1/2 TON)" AND CONTINUING UNTIL REFUSAL WITH

A BUCKET OF LARGE (35 TON+) EXCAVATOR PRIOR TO

BEGINNING THE CONSTRUCTION OF THE TOE SHOWN IN

THE PROFILE VIEW. RIPRAP SHALL THEN BE MONITORED

FOR SETTLEMENT FOR THE DURATION OF

CONSTRUCTION. SEE SPECIAL CONDITIONS FOR MORE

INFORMATION.

2. 1/2 TON RIPRAP PRESSED INTO SOIL REQUIRED PER

KEYNOTE 1 IS NOT SHOWN IN PROFILE VIEW.

3. ALL SOIL FURNISHED AND INSTALLED AS PART OF THIS

PROJECT SHALL BE CONSIDERED "EMBANKMENT" AND

SHALL COMPLY WITH CITY OF OLATHE SPECIFICATION

S1100 AND S1200. EXISTING SUBGRADE SHALL BE

THOROUGHLY ROLLED AND COMPACTED WITH SHEEP'S

FOOT ROLLER PRIOR TO PLACEMENT OF EMBANKMENT.

COMPACTION REQUIREMENTS FOLLOW THE ROADWAY

EMBANKMENT REQUIREMENTS IN SECTION S1200, AND

SHALL BE TO 95% OF MAXIMUM DENSITY AND WITHIN -2

TO +2 PERCENT OF OPTIMAL MOISTURE RANGE, AND WITH

MAXIMUM LOOSE LIFT THICKNESSES NOT EXCEEDING

8-INCHES FOR ALL FILL PLACED FROM EXISTING GRADE

TO FINAL GRADE. TESTING REQUIREMENTS FOR SOIL

COMPACTION SHALL BE AS OUTLINED IN S1200. ALL

EMBANKMENT SHALL BE APPROVED VIA A SITE VISIT BY

THE ENGINEER OR THE ENGINEER'S REPRESENTATIVE

PRIOR TO PLACEMENT OF RIPRAP.

02C-102

GRADING PLAN AND PROFILE

10449484-02C102.DWG

HORZ: 1" = 10' VERT: 1" = 8'

RIPRAP CHANNEL CENTERLINE PROFILE1

STAGING AREA

BFAIRCHILD

\\192.168.168.65\File Server\PE Stamps\Orders\2020\56969 Fairchild KS-Eng\56969 Fairchild KS-Eng FINAL Model (1)

BFAIRCHILD

PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL

SF SF SF SF SF SF SF SF SF SF

CONSTRUCTION

ENTRANCE

SILT FENCE

PERMANENT

TRM

LEGEND

SFSF

PERMANENT

RIPRAP

LIMITS OF

DISTURBANCE

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILE NAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

1_ W

ILZ

IL_

-0

3.D W

/05 /20

:18

P M

OLATHE

WELLFIELD STREAMBANK

STABILIZATION

B. FAIRCHILD

10449484

HDR ENGINEERING, INC. | CA0443AE

1917 S. 67TH STREET

OMAHA, NE 68106

(402) 399-1000

02C-103

EROSION CONTROL PLAN

10449484-02C103.DWG

1. SEE SHEET 00G-003 FOR LEGEND.

2. EXCAVATED SOIL MAY NOT BE DISPOSED OF IN THE

KANSAS RIVER UNDER ANY CIRCUMSTANCES.

EROSION CONTROL PHASING CHART

PHASE KEYNOTE BMP DESCRIPTION

REMOVE

AFTER

PHASE

PHASE 1 -

MOBILIZATION

1A SILT FENCE INSTALL FENCE ALONG DOWNSLOPE SIDE OF SOIL/ROCK STOCKPILE. 3

1B CONSTRUCTION ENTRANCE INSTALL CONSTRUCTION ENTRANCE FROM ACCESS ROAD TO SITE LOCATION.

CONTRACTOR MAY ADJUST EXACT POSITION OF CONSTRUCTION ENTRANCE. 3

PHASE 2 -

GRADING &

RIPRAP

PLACEMENT

2A PERMANENT RIPRAP

INSTALL RIPRAP ALONG TOE AND WITHIN KANSAS RIVER FIRST TO ACT AS SEDIMENT TRAP.

INSTALL REMAINDER OF PERMANENT RIPRAP IMMEDIATELY UPON FINISHING SUBGRADE

GRADING & COMPACTION FOR EACH SECTION OF THE IMPROVEMENT

N/A

2B PERMANENT TRM INSTALL PERMANENT TRM IN LOCATIONS INDICATED AFTER FINAL GRADING.

PHASE 3 -

RESTORATION

(NOT

SHOWN) PERMANENT SEEDING SEED ALL DISTURBED AREAS. N/A

ESTIMATED AREA OF DISTURBANCE : 0.42 AC.

BFAIRCHILD

\\192.168.168.65\File Server\PE Stamps\Orders\2020\56969 Fairchild KS-Eng\56969 Fairchild KS-Eng FINAL Model (1)

BFAIRCHILD

02C-501

TYPICAL SECTIONS

10449484-02C501.DWG

NTS

TYPICAL DITCH SECTION - STA. 0+40.18 TO STA. 1+02.503

TRANSITIONAL SECTION - STA. 1+02.50 TO STA. 1+43.122

NON-WOVEN GEOTEXTILE FABRIC (SUBSIDIARY)

VARIES

4:1PERMANENTTRM

VARIES

4:1

PERMANENT

TRM

1/4 TON RIPRAP

TYPICAL DITCH SECTION - STA. 1+43.12 TO STA. 2+19.501

NON-WOVEN GEOTEXTILE FABRIC (SUBSIDIARY)

2.5:1

4:1PERMANENTTRM

2.5:1

4:1

PERMANENT

TRM

1/4 TON RIPRAP

NON-WOVEN GEOTEXTILE FABRIC

(SUBSIDIARY)

3:1 3:1

2.0% 2.0%

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILE NAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

1_ W

ILZ

IL_

-0

1.D W

/05 /20

:18

P M

OLATHE

WELLFIELD STREAMBANK

STABILIZATION

B. FAIRCHILD

10449484

HDR ENGINEERING, INC. | CA0443AE

1917 S. 67TH STREET

OMAHA, NE 68106

(402) 399-1000

1/2 TON RIPRAP

TOE SECTION - STA. 0+27.53 TO STA. 0+35.535

TOE SECTION - STA. 0+35.53 TO STA. 0+45.914

3:1 3:1VA

, 1

2" M

2.0% 2.0%

3'- 6"

1/2 TON RIPRAP

4'-0"

3'- 0"

3'-0"

3'- 0"

3'-0"

4'- 0"

25'-0"

50'-0"

, 1

2" M

3'-

4'-0" 7'-

1/2 T

6'- 0"

VARIES, 32'-6" TO 47'-0" (+/-)

VARIES, 47'-0" TO 50'-0" (+/-)

7'- 0"

1/2 TON RIPRAP

ELEVATION = 746.79

COMPACTED RIPRAP (1/2 TON)

BFAIRCHILD

\\192.168.168.65\File Server\PE Stamps\Orders\2020\56969 Fairchild KS-Eng\56969 Fairchild KS-Eng FINAL Model (1)

BFAIRCHILD

02C-502

EROSION CONTROL DETAILS

10449484-02C501.DWG

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILE NAME

SCALE

SHEET

DATE

1 3 4 5 6 7 8

1_ W

ILZ

IL_

-0

1.D W

/05 /20

:18

P M

OLATHE

WELLFIELD STREAMBANK

STABILIZATION

B. FAIRCHILD

10449484

HDR ENGINEERING, INC. | CA0443AE

1917 S. 67TH STREET

OMAHA, NE 68106

(402) 399-1000

CONSTRUCTION ENTRANCE1

50'-0" MINIMUM OR DISTANCE TO FOUNDATION

'-0"

6" MINIMUM THICKNESS OVER GEOTEXTILE

NOTES:

1. INSTALL PRIOR TO START OF GRADING.

2. USE 3 TO 5-INCH AGGREGATE STONE FOR COMMERCIAL APPLICATIONS

AND 2 TO 3-INCH FOR RESIDENTIAL APPLICATIONS.

3. DRIVE MUST BE AT LEAST 20-FEET WIDE AND 50-FEET LONG (MINIMUM OR

THE DISTANCE TO THE FOUNDATION, WHICHEVER IS LESS.

4. REPLACE AS NEEDED TO MAINTAIN 6-INCH DEPTH OVER GEOTEXTILE.

5. REMOVE MUD OR SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROAD

IMMEDIATELY.

HARD ROAD SURFA

NOTES:

1. STAKES SPACED @ 6' MAXIMUM ON OPEN RUNS AND 3' IN DITCHES AND

INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF

SOURCE. USE 2" X 2" WOOD OR EQUIVALENT STEEL STAKES.

2. SEDIMENT FENCE MUST BE PLACED AT LEVEL EXISTING GRADE. BOTH

ENDS OF THE BARRIER MUST BE EXTENDED AT LEAST 8 FEET UP SLOPE

AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT.

3. ATTACH FABRIC TO UPSTREAM SIDE OF POSTS.

4. SEDIMENT MUST BE REMOVED WHEN ACCUMULATIONS REACH 1/2 THE

ABOV…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 29, 2026.