Ft Leavenworth UPRR_Drawings_RTA_24JULY2020.pdf

INDEX OF DRAWINGS

SHEET No. DESCRIPTION

G-001 COVER

G-002 VICINITY MAP, SITE LOCATION, AND HAUL ROUTE

C-001 CIVIL ABBREVIATIONS, LEGENDS, AND NOTES

B-001 BORING LOGS

CD101 EXISTING CONDITIONS AND DEMOLITION PLAN

CS101 CIVIL SITE PLAN

CS201 CHIEF JOSEPH LANE PROFILE

CG101 CIVIL GRADING AND DRAINAGE PLAN

CG201 STORM SEWER PROFILES

CE101 EROSION CONTROL PLAN

C-501 DETAILS

C-502 DETAILS

C-503 DETAILS

C-504 DETAILS

US Army Corps of Engineers

Kansas City District

READY TO ADVERTISE

B116 / UPRR DRAINAGE REPAIRS

FORT LEAVENWORTH, KANSAS

JULY 2020

SOLICITATION No: TBD

B116

COMMERCIAL GATE

HAUL

ROUTE

M E

T R

O P

O L

IT

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N

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N

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E

FORT LEAVENWORTH, KS

C O

L O

R A

D O

DODGE CITY

OKLAHOMA

EMPORIA

M I S

S O

U R

I

PITTSBURG

HAYS

GOODLAND

SALINA

NEBRASKA

KANSAS CITY

TOPEKA

NO SCALE

E1

VICINITY MAP

A3

CONSTRUCTION SITE LOCATION AND HAUL ROUTE

FORT

LEAVENWORTH

WICHITA

PLAN

NORTH

PLAN

NORTH

SCALE: 1" = 800'

0 400' 800' 1600' 2400'

CHIEF JOSEPH

LANE

RIVERSIDE

DRIVE

CHIEF JOSEPH

LOOP

SITE

U S

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1 2 3 4 5 6 7 8 9

D e s i g n e d b y

D r a w n b y

C h e c k e d b y

S u b m i t t e d b y

D a t e

D r a w i n g c o d e

P l o t s c a l e

F i l e a m e

M

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US Army Corps of

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Kansas City District

READY TO ADVERTISE

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1 2 3 4 5 6 7 8 9

D e s i g n e d b y

D r a

C h e c k e d b y

S u b m i t t e d b y

D a t e

D r a w i n g c o d e

P l o t s c a l e

F i m e

M

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US Army Corps of

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Kansas City District

READY TO ADVERTISE

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C-001

UTILITY CONTACTS

PHONE:

AMERICAN WATER, FT LVNWRTH

913-758-9272

ATT DISTRIBUTION

800-778-9140

FREESTATE ELECTRIC EAST

913-486-5018

US SPRINT

913-534-7100

TIME WARNER CABLE

800-778-9140

HORIZONTAL DATUM/COORDINATE SYSTEM:

NAD 83 (2011) KANSAS NORTH ZONE

PROJECT COORDINATE SYSTEM:

(GRID) ON DESCRIBED COORDINATE SYSTEM

VERTICAL DATUM: NAVD 88

SCALE POINT NORTHING: 0 EASTING: 0

CP-421

N: 387288.530 E: 2184734.844

5/8 REBAR IN GRASS WEST OF RIVERSIDE DRIVE.

1. 35.7' E TO THE WEST EDGE OF RETAINING WALL AT

CENTERLINE OF ARCH BUMP OUT.

2. 61.1' SSE TO THE NORTH FACE OF 41" DIAMETER OAK.

3. 38.7' NNW TO THE SOUTH FACE OF A 13" DIAMETER CATALPA

TREE.

CP-422

N: 387390.587 E: 2184962.098

5/8 REBAR IN GRASS EAST OF RAILROAD TRACKS.

1. 16.9' NNW TO A ELECTRIC CONTROL PANEL FOR THE RAILROAD.

2. 19.9' ENE TO A RAILROAD CAUTION SIGN.

3. 39.6' SW TO A RAILROAD CROSSING SIGN.

CP-423

N: 387076.315 E: 2184899.426

5/8 REBAR IN GRASS SOUTHWEST OF BUILDING 116.

1. 12.5' W TO THE EAST FACE OF POWER POLE.

2. 8.8' N TO THE CENTER OF THE SOUTHERN MOST SEWER

MANHOLE.

3. 42.4' E TO THE CENTERLINE OF RAILROAD TRACKS.

BM-226:

N: 387351.453 E: 2184899.381

CHISELED SQUARE ON THE SOUTH WEST CORNER OF

A STORM DRAIN NORTHWEST OF A RAIL ROAD

CROSSING.

EL= 792.23

BM-227:

N: 387076.936 E: 2184886.878

RAILROAD SPIKE IN THE WEST FACE OF A POWER

POLE, ON THE SOUTH SIDE OF BUILDING 116

EL= 795.70

UTILITY NOTES:

1. LOCATION OF UNDERGROUND POWER NOT LOCATED DUE TO PRIVATE

OWNERSHIP OF RAILROAD, AND LOCATION INSIDE RR RIGHT OF WAY.

CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATES PRIOR TO ANY WORK

AND REMOVAL OF RAILROAD CROSSING GATE ARMS. COORDINATE WITH THE

DEMOLITION AND SITE PLAN REQUIREMENTS.

ASPHALT CEMENT

LP LOW POINT

LF LINEAR FEET or LINEAR FOOT

FM FORCE MAIN

GPM

GV

GS

GP

GAL

GALV

GLV

GE

FW

FS

FP

FT

GALVANIZED STEEL

GALLONS PER MINUTE

GUARD POST

GATE VALVE

FIRE PROTECTION

GUTTER ELEVATION

GLOBE VALVE

GALVANIZED

GALLON

FLOW SWITCH

FIRE WATER

FEET or FOOT

EXP

FIN

FFE

FH

FL

FES

EXT

F

EOP

EMH

EXIST

EX

ELEV

EL

EF

EXPANSION

FLARED END SECTION

FLOOR DRAIN

FINISHED FLOOR ELEVATION

FIRE HYDRANT

FINISHED

EXTERIOR

FILTER RETURN

ELECTRICAL MANHOLE

EDGE OF PAVEMENT

EXISTING

EXISTING

EACH FACE

ELEVATION

ELEVATION

WELDED WIRE FABRIC

WATER SURFACE

VACUUM PRESSURE GAUGE

VITRIFIED CLAY PIPE

VERTICAL CURVE

V/PG

W

W/

WD

WS

WWF

VC

VCP

WATER or WEST

WIDE

WITH

TBM TEMPORARY BENCHMARK

THROAT ELEVATION

DRAWINGS

UNLESS NOTED OTHERWISE ON

UNDERGROUND ELECTRICAL

TOP OF WALL ELEVATION

TOP OF SLAB ELEVATION

TOP OF PAVEMENT ELEVATION

TOP OF GRATE ELEVATION

TOP OF FOOTING

TELEPHONE CABLE

TOP ELEVATION

TRENCH DRAIN

TOP OF CURB ELEVATION

UE

UNO

TP

TS

TW

TYP TYPICAL

THREL

TFTG

TG

TH

THK

TC

TD

TEL

TE

THICKNESS

THICK

SANITARY SEWER EASEMENT

SINGLE WING CATCH BASIN

STORM SEWER MANHOLE

TELEPHONE (UNDERGROUND)

TELEPHONE (OVERHEAD)

STORM SEWER

SANITARY SEWER MANHOLE

SANITARY SEWERAGE FORCE MAIN

SANITARY SEWER CLEAN OUT

SANITARY SEWER LINE

STORM DRAIN

SOUTH or SLOPE

ST

SWCB

STMH

T

Tu

To

STA

STM

TANGENT

STEAM or STORM

STATION

SSCO

SSFM

SSMH

SSE

S

SD

SS

SHT SHEET

CABLE TELEVISION (UNDERGROUND)

BM BENCHMARK

DW

DWCB

DWG

E

DIP

DIA

DBI

DI

CONN

D

CV

CY

CO

COL

CONC

COND

DOUBLE WING CATCH BASIN

DUCTILE IRON PIPE

EAST

DOMESTIC WATER

DRAWING

DIAMETER

DROP INLET

DITCH BOTTOM INLET

CONNECTION

CUBIC YARDS

CHECK VALVE

MAIN DRAIN

CONDENSATE

CONCRETE

COLUMN LINE

CLEANOUT

CISP

CMP

CMU

CLR

CL

C&G

Ch

CF

CH

CA

CATVu

CATVo

CB

CC

BW

C

BV

CONCRETE MASONRY UNIT

CORRUGATED METAL PIPE

CAST IRON SOIL PIPE

CHEMICAL TREATMENT

CURB AND GUTTER

CENTERLINE

CLEAR

CHORD LENGTH

CUBIC FEET

BUTTERFLY VALVE

CENTER TO CENTER

CABLE TELEVISION (OVERHEAD)

COMPRESSED AIR

CATCH BASIN

BACK OF WALL

CHORD

ACRE OR ASBESTOS CEMENT

AGGREGATE

ALUMINUM

ASPHALT CEMENT

ASSEMBLY

BLV

BLDG

BITUM

BE

BCCMP

B

BC

AGGR

ALUM

ASPH

ASSY

AC

CORRUGATED METAL PIPE

BITUMINOUS COATED

BOTTOM ELEVATION

BITUMINOUS

BUILDING

BALL VALVE

BACK OF CURB

BACKWASH

No NUMBER or POLYVINYLCHLORIDE PIPE

RIGHT OF WAY

RAW WATER

RAILROAD TRACK STRUCTURE

RAILROAD (COMPANY)

RIGHT OF WAY

REINFORCEMENT

REINFORCED CONCRETE PIPE

POTABLE WATER

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL CURVATURE

POINT OF TANGENCY

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT or FEET

REINF

ROW

RR

RRT

RW

R/W

RED

R

RCP

REDUCER

RADIUS

PVMT

PVT

PW

PSF

PSI

PVC

PT

PAVEMENT

POINT OF SWITCH

PROPERTY LINE

POST INDICATOR VALVE

POINT OF INTERSECTION

PRESSURE GAUGE

POLYETHYLENE

POSITIVE DISPLACEMENT

POINT OF CURVE

OVERHEAD ELECTRIC

OUTSIDE DIAMETER

ON CENTER

NOT TO SCALE

NON-REINFORCED CONCRETE PIPE

PG

PI

PIV

PL

PS

PE

NONRCP

OE

OD

PC

PD

NTS

OC

NITROGEN GAS

NOT IN CONTRACT

NATURAL GAS

SODIUM HYPOCHLORITE SOLUTION

NOT APPLICABLE

MONUMENT

MECHANICAL JOINT

MECHANICAL

MTR METER

NaOCL

NG

NIC

NIG

N

M/U

N/A

NORTH

MAKE-UP

MECH

MH

MIN

MJ

MON

MAX

MINIMUM

MANHOLE

MAXIMUM

WAT EXISTING or PROPOSED WATER LINE

ESMT EASEMENT

EW EACH WAY

ON CENTER EACH WAYOCEW

LA LANDSCAPE AREA

THE LIST OF ABBREVIATIONS AND THE LEGEND MAY

CONTAIN ITEMS THAT ARE NOT SHOWN ON THE

DRAWINGS AND DO NOT OCCUR IN THE PROJECT.

TB THRUST BLOCK

HANDICAPPED PARKING

HANDICAPPED

HIGH DENSITY POLYETHYLENE PIPE

HEADWALL

HYDROGEN GAS

HIGH POINT

HIGH TEMPERATURE WATER

HOT WATER

HIGH TEMPERATURE, HIGH

PRESSURE WATER RETURN

HIGH TEMPERATURE, HIGH

PRESSURE WATER SUPPLY

HC

HDCP

HDPE

HDWL

HG

HP

HTW

HW

HWR

HWS

INSIDE DIAMETER

INVERT ELEVATION

IRON PIN

IRON PIN FOUND

ID

IE

IP

IPF

IPS

JUNCTION BOXJB

CP CARPOOL PARKING SPACE

FEV FUEL EFFICIENT VEHICLE

OUTLET CONTROL BOXOCB

PASSENGER OPERATED VEHICLEPOV

VANPOOLVP

WI WIER INLET

DS DOWN SPOUT

CI CURB INLET OR CAST IRON

THR THROAT

BFP BACKFLOW PREVENTOR

BLD BUILDING

G GAS

IRON PIN SET

L LENGTH

OVERHEAD POWER LINEOHPL

UNDERGROUND COMMUNICATIONSUC

COMM COMMUNICATION(S) LINE

ELEC ELECTRIC or ELECTRICAL

SANITARY SEWERSAN

DBI DITCH BOTTOM INLET

AIR RELEASE VALVEARV

ABBREVIATIONS*

NATIONAL STONE ASSOCIATIONNSA

CW CHILLED WATER

SURVEY NOTES

L E G E N D

Reinforced Concrete Pipe

RCP

Overhead Electric Line

Buried Television Line

Buried Electric

Bench Mark

Horizontal Control Point

BM-#

Waterline

CP-#

Electric Box

Telephone Box

Television Riser

Utility Pole

Dead man

Sanitary Sewer Manhole

SSM

Storm Drain Area Inlet

SDA

Storm Drain Curb Inlet

SDC

Gas Line

Bore Hole

Tree

Fire Hydrant

Water Valve

Sanitary Manhole

Clean Out

Guard Post

Gas Riser Pipe

Gas Test Valve

Electric Meter

Telephone Riser

Power Pole

Monitoring Well

Sanitary Sewer Line

Storm Sewer Curb Inlet

BH-#

X

W

CO

G

MW

CB

Contour LineXXX

Storm Sewer Line

Tree Line

Water Meter

Transformer

S

W

Electric Control Panel

E

GENERAL CIVIL NOTES

1. EXISTING CONDITIONS INFORMATION IS BASED ON A FIELD RUN

TOPOGRAPHICAL SURVEY PROVIDED BY: PEC, 400 SOUTH KANSAS AVE,

SUITE 200, TOPEKA, KS 66603; DATED JANUARY 2019.

2. CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO SURVEY

PROJECT IMPROVEMENTS. IF BENCHMARKS SHOWN ARE IN AREAS

THAT REQUIRE DEMOLITION, OTHER BENCHMARKS SHALL BE

ESTABLISHED BEFORE DEMOLITION AND CONSTRUCTION WORK BEGINS.

CONTRACTOR SHALL SUPPLY CERTIFIED CONTROL POINT DATA TO

CONTRACTING OFFICER'S REPRESENTATIVE AFTER COMPLETION OF

CONSTRUCTION.

3. TOTAL DISTURBED ACREAGE = ± 1.5 Ac

4. THE CONTRACTOR SHALL HAVE ALL PRIVATE UTILITIES MARKED BY DPW

AND ALL PUBLIC UTILITIES MARKED BY KANSAS ONE-CALL AT "811" PRIOR

TO ANY EXCAVATIONS AT THE SITE.

5. THERE IS A STREAM AND WETLANDS WITHIN 200 FT OF THE PROJECT

SITE. THE CONTRACTOR SHALL DESIGN, INSTALL, AND MAINTAIN ANY

AND ALL EROSION CONTROL MEASURES WHEN WORKING NEAR THE

STREAM AND WETLANDS PER THE STATE OF KANSAS REQUIREMENTS.

THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS TO

WORK NEAR OR IN THE STREAM OR WETLAND AS REQUIRED FOR

CONSTRUCTION.

6. CONTRACTOR SHALL PROVIDE DESIGN AND IMPLEMENTATION OF

DEWATERING AND INCLUDE IN BASE BID.

7. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO

START OF WORK TO AVOID DAMAGE TO EXISTING UTILITIES AND/OR SITE

FEATURES. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND

SITE FEATURES DESIGNATED TO REMAIN THROUGHOUT CONSTRUCTION.

ANY DAMAGES TO EXISTING UTILITIES AND/OR SITE FEATURES CAUSED

BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO

COST TO THE GOVERNMENT AND TO THE SATISFACTION OF THE

CONTRACTING OFFICER'S REPRESENTATIVE.

8. ALL COMMERCIAL TRAFFIC MUST STAY ON THE DESIGNATED HAUL

ROUTE ROADWAYS AT ALL TIMES.

9. CONTRACTOR'S LAY DOWN AND STORAGE AREA IS RESTRICTED TO THE

AREA INDICATED. CONTRACTOR IS RESPONSIBLE FOR FENCING AND

SECURITY OF HIS LAY DOWN AND STORAGE AREA.

10. THE CONTRACTOR SHALL PREPARE AND IMPLEMENT A MAINTENANCE OF

TRAFFIC PLAN FOR THE ROAD CLOSURE AND PROVIDE TO THE

CONTRACTING OFFICERS REPRESENTATIVE (COR) FOR APPROVAL

14-DAYS PRIOR TO THE START OF ANY SITE WORK.

S

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SHEET

NUMBER

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1 2 3 4 5 6 7 8 9

D e s i g n e d b y

D r a

C h e c k e d b y

S u b m i t t e d b y

D a t e

D r a w i n g c o d e

P l o t s c a l e

F i m e

M

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M

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L A

H O

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US Army Corps of

Engineers

Kansas City District

READY TO ADVERTISE

A S

S

H O

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B d w g

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B O

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B-001

BM-226

Concrete Retaining Wall

Bore Hole 3

Bore Hole 4

Building

W

W

W

Approx. Loc. of

Change Between

10" Stone to

42"X48" Stone Box

Per 1976 Storm

Drainage Utility Map

SDA-1 3.5'X3.5' Concrete Structure

Rim=805.48

FL Out (E) 24" VCP=798.85

SDA-2 2.65'X3' Concrete Structure

Rim=795.03

FL Out (NE) 15" VCP=791.31

SDC-1 2'X2' Concrete Structure Filled with Leaves

Rim=799.79

FL In (W) 12" VCP=796.79

FL Out (E) 12" VCP=796.75

SDC-2 2'X2' Concrete Structure Filled with Leaves

Rim=800.16

FL In (W) 12" VCP=796.97

FL Out (E) 12" VCP=796.78

SDC-3 2'X2' Concrete Structure

Rim=795.43

FL Out (SW) 12" VCP=791.71

SDM-1 4' Diameter Brick Manhole with 5'X3'X4' Box

Attached to East Side of Manhole

Rim=804.91

FL In (W) 24" VCP=796.73

FL In (W) 12" VCP=787.74

FL In (N) 12" Type=Unknown

FL Out (E) 10" Stone=Unknown

FL Out (E) 10" Stone=Unknown

FL Out (E) 12" Type=787.58

SDM-2 5'X5' Concrete Lid O/S South

Rim=811.08

FL In (W) 12" RCP=803.61

FL Out (E) 12" CPP=798.91

SDC-3

Rim=792.47

FL In (NW) 6" CIP=789.71 Approx. Dir.

FL In (W) 6" CIP 789.97 Approx. Dir.

FL In (SW) 6" CIP 787.89

FL In (SW) 24" Throat Opening for

Inlet=789.82

FL Out (E) 24" VCP=787.78

SDM-4 4.7'X2.8' Concrete Block Structure, Lid Centered

Rim=785.58

FL In (NW) 24" CMP=781.56

FL Out (SE) 24" CMP=781.21

SDM-5 4' Diameter Concrete Manhole, Lid Centered

Rim=816.00

FL In (NW) 12" PVC=811.81

FL Out (SE) 12" CCP=802.71

SSM-1 4' Concrete Manhole, Lid O/S North

Rim=793.93

FL In (W) 6" PVC=787.64

FL Out (S) 8" PVC=787.11

SSM-2 4' Brick Collar Manhole, Lid Centered

Rim=800.42

FL In (N) 6" PVC=794.95 Outside Drop

FL In (N) 6" PVC=790.33

FL In (NW) 6" PVC=794.61

FL Out (E) 6" PVC=790.19

SSM-3 4' Diameter Concrete Manhole, Lid Centered

Rim=831.01

FL In (NW) 6" PVC=817.24

FL Out (SE) 6" PVC=817.06

SSM-4 4' Diameter Concrete Manhole with Brick Collar, Lid O/S North

Rim=826.04

FL In (N) 6" PVC=817.00

FL In (E) 6" PVC=819.29 Service From House

FL In (W) 6" PVC=817.01 Service From House

FL Out (S) 6" PVC=816.87

Fort Leavenworth Electric

Fort Leavenworth Telephone

Freestate Electric

6' Security Fence

Broken Curb

Roof Drain

Concrete Pad

For AC Unit

Finished Floor

Elevation=796.37

Ladder

Old Pump

R i v e r s i d o s p h a l t

C h i f s e p h s p h a l t

Abandoned Electric

Line, No Marks to Pump

6" Bollard

Railroad Control Panel

Edge of Water

G r a v e l

Concrete

Concrete

Retaining

Wall

Concrete

Concrete

Concrete

Concrete

Concrete Retaining Wall

Concrete Foundation Pad

Concrete

Edge of Water

A s p h a l t

Grass

Grass

Grass

Grass

Grass

Gravel

Gravel

Railroad Gate Post

Railroad Gate

Post

Wire Fence

2' Posts

Guard Rail

UCGS

Monument 280

Flood Gate

Riverside Sign

CP-421

CP-422

Jersey Barriers

Concrete Retaining Wall

Gate Access Sign

Railroad Caution Sign

Railroad Crossing

& Stop Sign

Railroad Gate

Warnging Sign

Railroad Crossing

& Stop Sign

Railroad Crossing Sign

Street Sign

C o n c

S i d e w a l k

No Utility

Locates In Field

No Utility Locates

In Field To This Riser

See Utility Note

About Original

Power to

Mechanical Room

Water Monitoring Well

Flowline of 5'Tx7'W RCB

Flowline of 5'Tx7'W RCB

Tree Line

Tree Line

Speed Limit Sign

Tree Line

Fort Leavenworth

Fort Leavenworth

AT&T

36" CMP=765.81

24" CMP=763.83

33" HACKBERRY

D

CB

D

CB

CB

X

W

W

S

CB

33" DECIDUOUS

S

E

W

C

W

CO

X

41" DECIDUOUS

CB

D

8" DECIDUOUS

10" DECIDUOUS

C

E

59500

796.70

FPO > RR GATE LOCK

46" DECIDUOUS

D

CB

W

X

W

CB

59785

791.03

TOE55

S

D

S

G

13" DECIDUOUS

D

91.55

91.84

92.08

92.25

92.51

92.72

93.08

93.57

93.92

93.56

93.24

92.85

92.60

92.47

92.27

92.09

91.86

91.64

Traffic Signal Pole

Flow Line of Stream

Railroad Gate Post

E

E

SDM-12 Unknown Box Size Access Not Authorized

Rim=790.87

FL In (SW) 18" VCP=785.29

FL In (NW) 42"X48" Stone Pipe=776.24

FL In (N) 12" Unknown=786.37

FL Out (SE) 36" CMP=775.94

E

808.66

806.32

804.61

802.47

801.00

809.23

807.53

805.00

802.63

801.36

798.79

797.46

796.56

795.75

A s p h a t a d

G r a v e l

U C

U

C

U

C

U C

U

C

U

C

G

G

G

G

G

F M

F M

F M

F M

F M

F M

F M

F M

F M

U C

U C

U C

U C

U C

U

C

U C

U

C

U

C

U C

U C

U C

UC

UC

U

C

U

C

U

C

U

C

U

C

U

E

U

E

U

E

U

E

U

E

U E

U

E

U

E

U

E

U E

U

E

U

E

U

E

UE

U

E

U E

U E

U E

U E

U

E

U

E

U

E

U

E

U

E

O E

O E

O E

O E

O E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

OE

OE

OE

OE

U C

U C

U C

U C

U C

U C

U C

U C

U C

U C

U C

U C

U C

U C

U C

U E

U E

U E

U E

W

W

W

W

W

W

U

C

U

C

U

C

FM

FM

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

SS SS

S S

S S

S S

S

S

S

S

Ex. Fort

Leavenworth

Gas Line

LIFT STATION

50'

U P

R R

R /W

50'

U P

R R

R /W

50'

UPRR R/W

50'

UPRR R/W

C

L

C

L

C

L

C

L

C

L

C L

C L

C L

C L

C L

C L

C/L

C/L

C L

C L

C L

C/L

C/L

C /L

C L

C L

C/L

C/L

C/L

C L

C L

C /L

C L

C L

C/LC/L

C

L

C

L

C

L

C

L

C

L

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

K A

N S

T

Y

D

I S

T R

I C

T

E

T

H

S

T R

E E

T

K A

N S

T

Y

SHEET

NUMBER

A P

P R

D

A T

E D

E S

C R

I P

T I O

N S

Y M

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

D e s i g n e d b y

D r a

C h e c k e d b y

S u b m i t t e d b y

D a t e

D r a w i n g c o d e

P l o t s c a l e

F i m e

M

I C

K E

Y

M

A N

T

M

P

L A

I T

E

O K

L A

H O

T

Y

B

U

P R

R

D

R A

I N

A G

E

R

E P

A I R

S

F O

A

V E

N W

O R

T H

K

S

US Army Corps of

Engineers

Kansas City District

READY TO ADVERTISE

A S

S

H O

W N

J U

GENERAL SHEET NOTES

1. REFER TO C-001 FOR EXISTING CONDITION NOTES, LEGENDS, AND

ABBREVIATIONS.

2. STRUCTURE SDC-3 HAS MULTIPLE 6" PIPES THAT SHALL BE DEMOLISHED

AND REMOVED TO THE EXTENTS POSSIBLE OR THE CONSTRUCTION

LIMITS.

3. RAILROAD CROSSING GATE AND POSTS SHALL BE REMOVED AND

RE-INSTALLED AS NEEDED TO COMPLETE WORK. THE EAST SIDE

CROSSING GATE POSTS SHALL BE MOVED FOR NEW ALIGNMENT. POWER

FROM THE CONTROL BOX SHALL BE REMOVED AND REPLACED AS PART

OF THE CONTRACT TO THE NEW POST LOCATIONS AND TO UNION

PACIFIC RAILROAD REQUIREMENTS. CONTRACTOR IS REQUIRED TO TEST

THE SYSTEM BEFORE AND AFTER REPLACEMENT TO ENSURE

FUNCTIONALITY TO THE REQUIRED STANDARD.

4. REMOVE ALL EXISTING SIGNS AND SIGN POSTS AND INSTALL NEW SIGNS

AND SIGN POSTS PER PLAN.

5. ALL CONSTRUCTION WORK WITHIN AND ADJACENT TO THE RAILROAD

(UPRR) RIGHT OF WAY REQUIRES THE PRESENCE OF A FLAGGER.

6. THE CONTRACTOR SHALL PROVIDE TRACK AND GROUND MONITORING

DURING THE INSTALLATION OF THE NEW PIPE CROSSING AND THE

ABANDONMENT OF EXISTING BOX CULVERT AS REQUIRED IN UPRR

GUIDELINES FOR ABANDONMENT AND REMOVAL OF SUBSURFACE

UTILITY STRUCTURES, MAY 2018.

7. THE CONTRACTOR SHALL HAVE UTILITIES LOCATED PRIOR TO BEGINNING

PROJECT WORK. THE CONTRACTOR SHALL NOT DISRUPT THE UTILITIES

TO REMAIN IN SERVICE AND REPAIR UTILITIES DAMAGED DURING

CONSTRUCTION.

SHEET KEYNOTES

1. DEMOLISH AND REMOVE ASPHALT PAVEMENT AND BASE

2. DEMOLISH AND REMOVE CONCRETE AND BASE

3. DEMOLISH AND REMOVE CURB AND GUTTER

4. DEMOLISH AND REMOVE CONCRETE RETAINING WALL

5. DEMOLISH AND REMOVE STORM SEWER PIPE

6. DEMOLISH AND REMOVE STONE BOX CULVERT

7. DEMOLISH AND REMOVE STORM SEWER STRUCTURES

8. ABANDON IN PLACE STORM SEWER STRUCTURE / PIPE / STONE

BOX CULVERT AND FILL WITH FLOWABLE FILL PER THE

REQUIREMENTS FOUND ON THIS DRAWING. LOCATE PUMP HOLES

AS REQUIRED FOR LEVELING THE CONCRETE.

9. DEMOLISH AND REMOVE TREE

10. CONSTRUCTION LIMITS

11. CONTRACTOR LAYDOWN / STAGING AREA

12. REMOVE GATE ARM POST AND GATE ARM FOR RE-USE, RELOCATE

GATE ARM POST

13. REMOVE AND REINSTALL GATE ARM WITH NEW CONCRETE

FOUNDATION

14. DEMARCATION LINE

CONCRETE AND BASE TO BE

DEMOLISHED & REMOVED

ASPHALT PAVEMENT AND BASE

TO BE DEMOLISHED & REMOVED

ABANDON IN PLACE

LINE ITEM DEMOLITION

CONSTRUCTION LIMITS

DEMARCATION LINE

C/L C/L

DEMOLITION LEGEND

SCALE: 1" = 30'

0 15' 30' 60' 90'

PLAN

NORTH

A1

EXISTING CONDITIONS AND DEMOLITION PLAN

R

W

E N

T E

C S d w g

L

T

A L

I A

F E

R R

O

L

T

A L

I A

F E

R R

O

C

G

A J E

R A

E X

I S

T I N

G

C

O N

D I T

I O

D

D E

M O

L I T

I O

N

P

L A

N

CD101

GENERAL CIVIL DEMOLITION NOTES

1. CONTRACTOR SHALL COMPLETE A WORK CLEARANCE REQUEST

PRIOR TO CONSTRUCTION AS ALL UTILITIES MAY NOT BE SHOWN

ON THIS PLAN. PROCEED WITH EXTREME CAUTION WHEN

EXCAVATING FOR NEW CONSTRUCTION.

2. THERE ARE ABANDONED SANITARY SEWER LINES AROUND THE

EXISTING LIFT STATION. THESE LINES SHALL BE REMOVED AS PART

OF THIS CONTRACT. SEE THE APPENDIX TO THE SPECIFICATIONS

FOR RECORD DRAWINGS.

3. THERE MAY BE SEASONAL BASE FLOW IN THE STORM SEWER

SYSTEM BEING REPLACED STARTING AT SDM-1. THE CONTRACTOR

SHALL PUMP THIS FLOW AS REQUIRED TO A DOWNSTREAM

MANHOLE DURING STORM SEWER REPLACEMENT.

4. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER OF ALL

UNFORESEEN UTILITY CONFLICTS AS SOON AS DISCOVERED, PER

FAR CLAUSE 52.236-2.

5. CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND

PAVEMENT REMOVAL WITH PROPOSED PAVEMENT LAYOUT.

PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL

DEPTH. EXISTING PAVEMENT EDGES SHALL BE SAWCUT IN

LOCATIONS SHOWN TO PROVIDE CLEAN EDGE FOR

CONSTRUCTION OF PROPOSED PAVEMENT.

7. ALL AREAS NOTED FOR PAVEMENT REPLACEMENT SHALL HAVE

BASE MATERIAL REMOVED AND REPLACED AND SUBGRADE

COMPACTED AND TESTED IN THE PRESENCE OF THE

CONTRACTING OFFICER PRIOR TO PLACEMENT OF NEW MATERIAL.

8. CONTRACTOR SHALL PROTECT ALL PAVEMENTS AND EXISTING

UTILITIES FROM HEAVY EARTH MOVING EQUIPMENT.

9. MAINTAIN 10-FT CLEAR OF THE LIFT STATION FENCE AND B116 AT

ALL TIMES. THE LIFT STATION ACCESS GATE AND DRIVE SHALL BE

CLEAR AT ALL TIMES.

10. ANY DAMAGE TO PROPERTY CAUSED BY THE CONTRACTOR THAT

IS OUTSIDE THE CONSTRUCTION LIMITS SHALL BE REPAIRED AT NO

ADDITIONAL COST TO THE GOVERNMENT AND TO THE

GOVERNMENTS SATISFACTION.

FLOWABLE FILL REQUIREMENTS

1. FLOWABLE FILL SHALL CONSIST OF A LOW STRENGTH (150-200)-PSI COMPRESSIVE

STRENGTH (AT 28-DAYS) CONCRETE CONTAINING PORTLAND CEMENT, FLY ASH,

SAND, AIR-ENTRAINING ADMIXTURE, AND WATER.

2. THE FLOWABLE FILL SHALL BE EXCAVATABLE.

TABLE 1: MIX DESIGN FOR FLOWABLE FILL

MIX: AMOUNT:

TYPE I PORTLAND CEMENT 50 LBS/CY

FLY ASH 350 LBS/CY

WATER 35 LBS/CY

SAND 2,300 LBS/CY

AIR CONTENT % 20-30%

NOTE: MIX DESIGN IS FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL PROVIDE A

FIELD MIX DESIGN TO THE CONTRACTING OFFICER 30-DAYS PRIOR TO ORDERING

MATERIAL. CONTRACTOR MUST RECEIVE WRITTEN APPROVAL BEFORE PLACING THE

ORDER.

DEMARCATION NOTES

1. ALL WORK EAST OF THE DEMARCATION LINE IS

UNDER SEPARATE CONTRACT.

AutoCAD SHX Text =789.97 Approx. Dir. =787.89

Building

6' Security Fence

Roof Drain

R i v e r s i s p h a l t

C h i s e s p h a l t

6" Bollard

Railroad Control Panel

G r a v e l

Concrete

Concrete

Concrete

Concrete Retaining Wall

Concrete Foundation Pad

Concrete

A s p h a l t

Gravel

Railroad Gate Post

Railroad Gate

Post

Wire Fence

2' Posts

Guard Rail

Riverside Sign

Jersey Barriers

Concrete Retaining Wall

Gate Access Sign

Railroad Caution Sign

Railroad Crossing

& Stop Sign

Railroad Gate

Warnging Sign

Railroad Crossing

& Stop Sign

Railroad Crossing Sign

Street Sign

C o n c

S i d e w a l k

Speed Limit Sign

X

E

C

CO

X

C

E

W

X

G

Railroad Gate Post

E

E

E

LIFT STATION

50'

U P

R R

R /W

50'

U P

R R

R /W

50'

UPRR R/W

50'

UPRR R/W

.8

20.6 1'

26'

R

R

R R

P

P

P

P

P

P

P

P

0+00.00

1+00.00

3+56.70

B P

P I

P C

M i

P

P

M i

P

E

0+50.00

1+50.00

3+50.00

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

K A

N S

T

Y

D

I S

T R

I C

T

E

T

H

S

T R

E E

T

K A

N S

T

Y

SHEET

NUMBER

A P

P R

D

A T

E D

E S

C R

I P

T I O

N S

Y M

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

D e s i g n e d b y

D r a

C h e c k e d b y

S u b m i t t e d b y

D a t e

D r a w i n g c o d e

P l o t s c a l e

F i m e

M

I C

K E

Y

M

A N

T

M

P

L A

I T

E

O K

L A

H O

T

Y

B

U

P R

R

D

R A

I N

A G

E

R

E P

A I R

S

F O

A

V E

N W

O R

T H

K

S

US Army Corps of

Engineers

Kansas City District

READY TO ADVERTISE

A S

S

H O

W N

J U

SCALE: 1" = 30'

0 15' 30' 60' 90'

PLAN

NORTH

A1

CIVIL SITE PLAN

R

W

E N

T E

C S d w g

L

T

A L

I A

F E

R R

O

L

T

A L

I A

F E

R R

O

C

G

A J E

R A

C I V

T

E

P

L A

N

CS101

GENERAL SHEET NOTES

1. REFER TO C-001 FOR EXISTING CONDITION NOTES, LEGENDS,

AND ABBREVIATIONS.

2. RAILROAD CROSSING GATE AND POSTS SHALL BE REMOVED

AND RE-INSTALLED AS NEEDED TO COMPLETE WORK.

3. REMOVE ALL EXISTING SIGNS AND SIGN POSTS AND INSTALL

NEW SIGNS AND SIGN POSTS PER PLAN.

4. ALL CONSTRUCTION WORK WITHIN AND ADJACENT TO THE

RAILROAD (UPRR) RIGHT OF WAY REQUIRES THE PRESENCE

OF A FLAGGER.

5. THE CONTRACTOR SHALL PROVIDE TRACK AND GROUND

MONITORING DURING THE INSTALLATION OF THE NEW PIPE

CROSSING AND THE ABANDONMENT OF EXISTING BOX

CULVERT AS REQUIRED IN UPRR GUIDELINES FOR

ABANDONMENT AND REMOVAL OF SUBSURFACE UTILITY

STRUCTURES, MAY 2018.

6. THE CONTRACTOR SHALL HAVE UTILITIES LOCATED PRIOR TO

BEGINNING PROJECT WORK. THE CONTRACTOR SHALL NOT

DISRUPT THE UTILITIES TO REMAIN IN SERVICE AND REPAIR

UTILITIES DAMAGED DURING CONSTRUCTION.

1. ASPHALT PAVEMENT AND BASE - DETAIL E1, SHEET C-501

2. 24" CONCRETE CURB AND GUTTER - DETAIL A1, SHEET C-501

3. 5' WIDE CONCRETE SIDEWALK - DETAIL E4, SHEET C-501

4. RELOCATED GATE ARM POST. RE-INSTALL POST AND GATE

ARM. NEW 4'-DEEP GALVANIZED STEEL FOUNDATION

COMPATIBLE WITH EXISTING GATE ARM MOUNTING PLATE.

PROVIDE NEW CONTROL CIRCUIT FROM RR CONTROL

PANEL TO GATE ARM PER UNION PACIFIC RAILROAD

REQUIREMENTS.

5. 4" PAINTED SOLID DOUBLE YELLOW STRIPE WITH 4"

SPACING - DETAIL A4, SHEET C-501

6. 24" PAINTED STOP BAR - DETAIL B3, SHEET C-501

7. PAINTED RAILROAD CROSSING SYMBOL - DETAIL A8, SHEET

C-501

8. MATCH EXISTING CURB AND GUTTER POINTS

9. DEMARCATION LINE

ASPHALT PAVEMENT

SITE LEGEND

R10'

R15'

R40'

R4'

R4'

R40'

R10'

R25'

GENERAL CIVIL SITE NOTES

1. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL NECESSARY BARRICADES

AROUND THE WORK AND PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL

EROSION.

2. ALL NEW SIGNAGE AND PAVEMENT MARKINGS FOR THE RAILROAD CROSSING SHALL

CONFORM TO THE MOST RECENT MUTCD AND SDDCTEA PAMPHLET 55-17

REQUIREMENTS. ALL NEW SIGN POSTS SHALL CONFORM TO KSDOT REQUIREMENTS.

EXISTING STREET SIGNS SHALL BE REUSED FOR THIS PROJECT. THE CONTRACTOR

SHALL REPLACE ALL EXISTING SIGN POLES AND BASE PER KSDOT REQUIREMENTS.

R44'

R150'

POINT TABLE

POINT NUMBER NORTHING EASTING

P1

387495.8 2184743.9

P2

387326.3 2184783.6

P3

387326.7 2184823.2

P4

387327.5 2184900.1

P5

387329.3 2184950.4

P6

387484.9 2185051.9

P7

387197.7 2184792.3

P8

387291.5 2184889.6

ASPHALT PAVEMENT

DEMARCATION LINE

DEMARCATION NOTES

1. ALL WORK EAST OF THE DEMARCATION LINE IS UNDER

SEPARATE CONTRACT.

0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40

750.00 750.00

760.00 760.00

770.00 770.00

780.00 780.00

790.00 790.00

800.00 800.00

810.00 810.00

820.00 820.00

830.00 830.00

840.00 840.00

SCALE: 1" = 30' H, 1" = 10' V

43 LF

48" RCP

@1.0%

55 LF

48" RCP

@3.64%

67 LF

42" RCP

@2.92%

46 LF

36" RCP

@1.09%

99 LF

36" RCP

@1.01%

20 LF

36" RCP

@1.0%

32 LF

24" RCP

@1.0%

A

T

W

L V

E R

T

B

O X

U

N D

P

A R

A T

E

C O

N T

R A

C T

I N

V

I N

S T

A

M H

A

T O

P

G R

A D

E

I N

V

I N

I N

V

O

U T

S T

A

D I A

T H

R

I N

V

I N

I N

V

I N

I N

V

O

U T

S T

A

D I A

T H

R

I N

V

I N

I N

V

O

U T

S T

A

C I A

T O

P

I N

V

I N

I N

V

O

U T

S T

A

3 C

I A

T H

R

I N

V

I N

I N

V

O

U T

S T

A

M H

A

T O

P

G R

A D

E

I N

V

I N

I N

V

O

U T

S T

A

M H

A

T O

P

G R

A D

E

I N

V

I N

I N

V

O

U T

F I E

R

I F

Y

E X

I S

T I N

G

I N

V E

R T

S T

A

STORM SEWER PROFILE A0-A8

0+00 0+30 0+60 0+90 1+20 1+50

770.00 770.00

780.00 780.00

790.00 790.00

800.00 800.00

810.00 810.00

SCALE: 1" = 30' H, 1" = 10' V

34 LF

24" RCP

@2.94%

D I A

T H

R

I N

V

I N

I N

V

O

U T

D I A

T H

R

I N

V

I N

F

I E

R

I F

Y

I N

V

O

U T

STORM SEWER PROFILE A3-A3.1

0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70

770.00 770.00

780.00 780.00

790.00 790.00

800.00 800.00

810.00 810.00

SCALE: 1" = 30' H, 1" = 10' V

75 LF

36" RCP

@1.07%

C I A

T O

P

I N

V

I N

F I E

R

I F

Y

I N

V

O

U T

S T

A

STORM SEWER PROFILE A4-A4.2

C I A

T O

P

I N

V

I N

I N

V

O

U T

S T

A

D I A

T H

R

I N

V

I N

I N

V

O

U T

S T

A

46 LF

36" RCP

@1.09%

0+00 0+30 0+60 0+90 1+20 1+50

780.00 780.00

790.00 790.00

800.00 800.00

810.00 810.00

820.00 820.00

SCALE: 1" = 30' H, 1" = 10' V

25 LF

18" RCP

@2.0%

C I A

T O

P

I N

V

O

U T

S T

A

STORM SEWER PROFILE A6-A6.1

C I A

T O

P

I N

V

I N

I N

V

O

U T

S T

A

M H

A

T O

P

I N

V

I N

F I E

R

I F

Y

I N

V

O

U T

F I E

R

I F

Y

FIELD

VERIFY

1% MIN.

U C

U C

U C

G G

G

F M

F M

F M

S S

S S

S S

W W

U E

U E

U E

U C

U C

U C

U C

U C

U C

U C

U C

U C

EXISTING UTILITY DEPTH

UNKNOWN. CONTRACTOR

SHALL FIELD VERIFY ALL

DEPTHS AND EXPOSE LINES

PRIOR TO CONSTRUCTION

122 LF RCP CLASS 5,

WALL-C WITH 100 LF JACK

AND BORE AT @2.53%

10-YR

HGL

EXISTING/

PROPOSED

GRADE

EXISTING

GRADE

50-YR

EGL

10-YR

HGL

10-YR

HGL

10-YR

HGL

A

C K

S T

A

A

C K

S T

A

50.00 50.00

R/WR/W

M H

A

T O

P

I N

V

I N

I N

V

O

U T

S T

A

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

K A

N S

T

Y

D

I S

T R

I C

T

E

T

H

S

T R

E E

T

K A

N S

T

Y

SHEET

NUMBER

A P

P R

D

A T

E D

E S

C R

I P

T I O

N S

Y M

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

D e s i g n e d b y

D r a

C h e c k e d b y

S u b m i t t e d b y

D a t e

D r a w i n g c o d e

P l o t s c a l e

F i m e

M

I C

K E

Y

M

A N

T

M

P

L A

I T

E

O K

L A

H O

T

Y

B

U

P R

R

D

R A

I N

A G

E

R

E P

A I R

S

F O

A

V E

N W

O R

T H

K

S

US Army Corps of

Engineers

Kansas City District

READY TO ADVERTISE

A S

S

H O

W N

J U

PLAN

NORTH

A1

STORM SEWER PROFILES

R

W

E N

T E

C G d w g

L

T

A L

I A

F E

R R

O

L

T

A L

I A

F E

R R

O

C

G

A J E

R A

S T

O R

M

S

E W

O

F I L

E S

CG201

GENERAL SHEET NOTES

1. REFER TO C-001 FOR EXISTING CONDITION NOTES, LEGENDS, AND ABBREVIATIONS.

2. ALL STORM SEWER SHALL BE RCP CLASS III EXCEPT WHERE NOTED.

3. THE CONTRACTOR SHALL JACK AND BORE THE RAILROAD FROM THE EAST MAINTAINING AT LEAST 50-FT

CLEAR FROM THE RAILROAD CENTERLINE. SHOULD THE BORE LENGTH BE REDUCED, SHORING OF THE

RAILROAD SHALL BE REQUIRED. DESIGN, ALL PERMITTING REVIEWS AND FEES BY THE UNION PACIFIC

RAILROAD, AND CONSTRUCTION SHALL BE THE CONTRACTORS RESPONSIBILITY AND AT NO ADDITIONAL

COST TO THE GOVERNMENT. CONTRACTOR SHALL ADHERE TO THE UNION PACIFIC RAILROAD

GUIDELINES FOR TEMPORARY SHORING FOUND IN THE APPENDIX OF THE SPECIFICATIONS.

4. ALL ABANDONED STRUCTURES SHALL ADHERE TO THE UNION PACIFIC RAILROAD GUIDELINES FOR

ABANDONMENT AND REMOVAL OF SUBSURFACE UTILITY STRUCTURES.

5. PIPE LENGTHS ARE SHOWN FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. CONTRACTOR

SHALL BID ON ACTUAL LENGTH OF PIPE.

6. ALL STRUCTURES SHALL HAVE FULLY PAVED INVERTS.

7. MH-A8 WILL NEED TO BE FIELD VERIFIED FOR LOCATION AND DEPTH AND ADJUSTED IN THE FIELD BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. MH-A8 IS SHOWN WITH THE EXPECTED

DEPTH FOR BIDDING.

8. MH-A4.3 WILL NEED TO BE FIELD VERIFIED FOR LOCATION AND DEPTH AND ADJUSTED IN THE FIELD BY

THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. FOR BIDDING PURPOSES ASSUME A

14-FT DEPTH.

9. SEE DETAIL A7 THIS SHEET FOR BEDDING REQUIREMENTS.

DENSELY COMPACTED

BACKFILL

M

I N d

B E

D D

I N

G

T

R E

N C

H

V

E R

T I C

W

L

L S

B c

LOWER LIMIT OF

SLOPING OR

BENCHING OF

TRENCH WALLS

#67 CRUSHED

STONE

EXCAVATED

TRENCH WIDTH

LEGEND

B = OUTSIDE DIAMETER

D = INSIDE DIAMETER

d = DEPTH OF BEDDING

MATERIAL BELOW PIPE

c

D

< 27"

30" to 60"

> 66" d (min.)

3"

4"

5"

CLASS 'B' PIPE BEDDING NOTES

1. FOR CLASS 'B' PIPE BEDDING, SUBGRADE SHOULD BE EXCAVATED

OR OVER-EXCAVATED SO A UNIFORM FOUNDATION FREE OF

PROTRUDING ROCKS MAY BE PROVIDED.

2. GRANULAR BEDDING SHALL BE HAND TAMPED IN 6" LIFTS AND SHALL

CONFORM TO ASTM C-22 OR ASTM D-488 GRADATION SIZE # 67.

A7

CLASS 'B' PIPE BEDDING

NO SCALE

1 2

P

E

Ø

Bore Hole 3

Bore Hole 4

Building

W

W

W

Approx. Loc. of

Change Between

10" Stone to

42"X48" Stone Box

Per 1976 Storm

Drainage Utility Map

SDA-1 3.5'X3.5' Concrete Structure

Rim=805.48

FL Out (E) 24" VCP=798.85

SDM-2 5'X5' Concrete Lid O/S South

Rim=811.08

FL In (W) 12" RCP=803.61

FL Out (E) 12" CPP=798.91

SDM-5 4' Diameter Concrete Manhole, Lid Centered

Rim=816.00

FL In (NW) 12" PVC=811.81

FL Out (SE) 12" CCP=802.71

SSM-1 4' Concrete Manhole, Lid O/S North

Rim=793.93

FL In (W) 6" PVC=787.64

FL Out (S) 8" PVC=787.11

SSM-2 4' Brick Collar Manhole, Lid Centered

Rim=800.42

FL In (N) 6" PVC=794.95 Outside Drop

FL In (N) 6" PVC=790.33

FL In (NW) 6" PVC=794.61

FL Out (E) 6" PVC=790.19

SSM-3 4' Diameter Concrete Manhole, Lid Centered

Rim=831.01

FL In (NW) 6" PVC=817.24

FL Out (SE) 6" PVC=817.06

SSM-4 4' Diameter Concrete Manhole with Brick Collar, Lid O/S North

Rim=826.04

FL In (N) 6" PVC=817.00

FL In (E) 6" PVC=819.29 Service From House

FL In (W) 6" PVC=817.01 Service From House

FL Out (S) 6" PVC=816.87

Fort Leavenworth Electric

Fort Leavenworth Telephone

Freestate Electric

6' Security Fence

Roof Drain

Concrete Pad

For AC Unit

Finished Floor

Elevation=796.37

Ladder

Old Pump

R i v e r s i s p h a l t

C h i s e s p h a l t

Abandoned Electric

Line, No Marks to Pump

6" Bollard

Railroad Control Panel

Edge of Water

G r a v e l

Concrete

Concrete

Concrete

Concrete Retaining Wall

Concrete Foundation Pad

Concrete

Edge of Water

A s p h a l t

Grass

Grass

Grass

Grass

Grass

Gravel

Gravel

Railroad Gate Post

Railroad Gate

Post

Wire Fence

2' Posts

Guard Rail

UCGS

Monument 280

Flood Gate

Riverside Sign

CP-421

CP-422

Jersey Barriers

Concrete Retaining Wall

Gate Access Sign

Railroad Caution Sign

Railroad Crossing

& Stop Sign

Railroad Gate

Warnging Sign

Railroad Crossing

& Stop Sign

Railroad Crossing Sign

Street Sign

C o n c

S i d e w a l k

No Utility

Locates In Field

No Utility Locates

In Field To This Riser

See Utility Note

About Original

Power to

Mechanical Room

Water Monitoring Well

Flowline of 5'Tx7'W RCB

Flowline of 5'Tx7'W RCB

Tree Line

Tree Line

Speed Limit Sign

Tree Line

Fort Leavenworth

Fort Leavenworth

AT&T

CB

D

X

W

W

S

S

E

W

C

W

CO

X

C

E

CB

W

X

W

S

D

S

G

D

91.55

91.84

92.08

92.25

92.51

92.72

93.08

93.57

93.92

93.56

93.24

92.85

92.60

92.47

92.27

92.09

91.86

91.64

Traffic Signal Pole

Flow Line of Stream

Railroad Gate Post

E

E

SDM-12 Unknown Box Size Access Not Authorized

Rim=790.87

FL In (SW) 18" VCP=785.29

FL In (NW) 42"X48" Stone Pipe=776.24

FL In (N) 12" Unknown=786.37

FL Out (SE) 36" CMP=775.94

E

808.66

806.32

809.23

807.53

G r a v e l

U C

U

C

U

C

U C

U

C

U

C

G

G

G

G

G

F M

F M

F M

F M

F M

F M

F M

F M

F M

U C

U C

U C

U C

U C

U

C

U C

U

C

U

C

U C

U C

U C

UC UC

U

C

U

C

U

C

U

C

U

C

U

E

U

E

U

E

U

E

U

E

U E

U

E

U

E

U

E

U E

U

E

U

E

U

E

UE

U

E

U

E

U E

U E

U E

U

E

U

E

U

E

U

E

U

E

O E

O E

O E

O E

O E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

OE

OE

OE

OE

U C

U C

U C

U C

U C

U C

U C

U C

U C

U C

U C

U C

U C

U C

U C

U E

U E

U E

U E

W

W

W

W

W

W

U

C

U

C

U

C

FM

FM

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

SS SS

S S

S S

S S

S

S

S

S

Ex. Fort

Leavenworth

Gas Line

LIFT STATION

50'

U P

R R

R /W

50'

U P

R R

R /W

50'

UPRR R/W

50'

UPRR R/W

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S T

S T

S T

S

T

S

T

S

T

S

T

ST ST

ST ST ST

S

T

S T

M

A

T

C

H

M

A

T

C

H

M

A

T

C

H

S T

S T

S

S

S

S

S

S

S

S

S

A0

MH-A1

MH-A2

DI-A3

DI-A3.1

DI-A4

CI-A4.2

CI-A4.1

CI-A5

CI-A6

CI-A6.1

MH-A7

MH-A8

MH-A4.3

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

K A

N S

T

Y

D

I S

T R

I C

T

E

T

H

S

T R

E E

T

K A

N S

T

Y

SHEET

NUMBER

A P

P R

D

A T

E D

E S

C R

I P

T I O

N S

Y M

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

D e s i g n e d b y

D r a

C h e c k e d b y

S u b m i t t e d b y

D a t e

D r a w i n g c o d e

P l o t s c a l e

F i m e

M

I C

K E

Y

M

A N

T

M

P

L A

I T

E

O K

L A

H O

T

Y

B

U

P R

R

D

R A

I N

A G

E

R

E P

A I R

S

F O

A

V E

N W

O R

T H

K

S

US Army Corps of

Engineers

Kansas City District

READY TO ADVERTISE

A S

S

H O

W N

J U

SCALE: 1" = 30'

0 15' 30' 60' 90'

PLAN

NORTH

A1

CIVIL GRADING AND DRAINAGE PLAN

R

W

E N

T E

C G d w g

L

T

A L

I A

F E

R R

O

L

T

A L

I A

F E

R R

O

C

G

A J E

R A

C I V

G

A

D I N

G

A

N D

D R

A I N

A G

E

P

L A

N

CG101

GENERAL SHEET NOTES

1. REFER TO C-001 FOR EXISTING CONDITION NOTES, LEGENDS,

AND ABBREVIATIONS.

2. CONTRACTOR SHALL MATCH PAVEMENT ELEVATIONS AT TIE

IN POINTS.

3. REFER TO THE STORM SEWER PROFILES FOR STORM SEWER

MATERIAL, SIZES, SLOPES, ETC.

4. ALL FRAME AND GRATES/LIDS SHALL BE H20 RATED. MANHOLE

ACCESS POINTS SHALL USE A NEENAH R-1720 TYPE A; DROP

INLETS SHALL USE NEENAH R-4840 TYPE C FRAME AND

GRATES/LIDS OR APPROVED EQUAL.

5. ALL CONSTRUCTION WORK WITHIN AND ADJACENT TO THE

RAILROAD (UPRR) RIGHT OF WAY REQUIRES THE PRESENCE

OF A FLAGGER.

6. THE CONTRACTOR SHALL PROVIDE TRACK AND GROUND

MONITORING DURING THE INSTALLATION OF THE NEW PIPE

CROSSING AND THE ABANDONMENT OF EXISTING BOX

CULVERT AS REQUIRED IN UPRR GUIDELINES FOR

ABANDONMENT AND REMOVAL OF SUBSURFACE UTILITY

STRUCTURES, MAY 2018.

7. THE CONTRACTOR SHALL HAVE UTILITIES LOCATED PRIOR TO

BEGINNING PROJECT WORK. THE CONTRACTOR SHALL NOT

DISRUPT THE UTILITIES TO REMAIN IN SERVICE AND REPAIR

UTILITIES DAMAGED DURING CONSTRUCTION.

1. 8' CURB INLET - DETAIL A1, SHEET C-503

2. DROP INLET - DETAIL A1, SHEET C-504; SEE NOTE 4 FOR GRATE

TYPE.

3. MANHOLE - DETAIL A1, SHEET C-504

4. REINFORCED CONCRETE STORM SEWER PIPE

5. 5' CURB INLET - DETAIL A1, SHEET C-503

6. CONTRACTOR SHALL FIELD VERIFY LOCATION OF BUILDING

DOWNSPOUT SYSTEM MAIN AND CONNECT TO DI A3.1. PIPE

SHALL BE 12" PVC AT 1% SLOPE MINIMUM. APPROXIMATE

LOCATION SHOWN. CONTRACTOR SHALL FIELD VERIFY ROUTING

AT NO ADDITIONAL COST TO THE GOVERNMENT.

7. DEMARCATION LINE

UNDERGROUND STORM SEWER

DEMARCATION LINE

ST ST

GENERAL CIVIL GRADING AND DRAINAGE

NOTES

1. SEE PROFILES AND STORM SEWER NOTES FOR ALL STORM SEWER

ELEVATIONS, STORM SEWER PIPE SIZES, STORM SEWER

MATERIALS AND SPECIFICATIONS, AND SLOPES.

2. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC DATA AND

ALL OTHER SITE CONDITIONS PRIOR TO BEGINNING

CONSTRUCTION.

3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER

INDICATED ON THESE PLANS OR NOT, TO VERIFY THE LOCATION,

DEPTH, AND CONDITION OF ALL EXISTING UTILITIES AND

SUBSTRUCTURES AND PROTECT THEM FROM DAMAGE.

4. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER (SEE PLANS).

5. ALL SPOT ELEVATIONS SHOWN ARE FINISH GRADE AT EDGE OF

PAVEMENT.

6. ALL STORM SEWER STRUCTURES SHALL BE H-20 RATED. STORM

SEWER STRUCTURES MAY BE PRECAST OR CAST IN PLACE. THE

CONTRACTOR SHALL PROVIDE WRITTEN PROOF OF STRUCTURAL

CAPACITY FOR EITHER TYPE OF CONSTRUCTION TO THE

CONTRACTING OFFICER PRIOR TO ORDERING THE STRUCTURES.

7. THE CONTRACTOR SHALL FIELD LOCATE THE CENTER OF THE

STORM SEWER STRUCTURE THAT WILL BE USED AND ACCOUNT

FOR ALL INCOMING AND OUTGOING PIPE ANGLES BASED ON THE

STRUCTURE USED. THE SIZE OF THE STRUCTURE SHALL BE

DICTATED BY THE SIZE AND ANGLE OF THE PIPE INCOMING AND

OUTGOING.

8. IF A MANHOLE IS LOCATED IN PAVEMENT AREAS, RIM ELEVATION

SHALL BE FLUSH WITH FINAL GRADE. IF A MANHOLE IS LOCATED

OUTSIDE OF PAVEMENT AREAS, RIM ELEVATION SHALL BE

ONE-FOOT ABOVE ADJACENT FINISH GRADE.

1. THE CONTRACTOR SHALL COMPLETE A WORK CLEARANCE

REQUEST PRIOR TO CONSTRUCTION WITH DPW. THERE

ARE MULTIPLE STORM SEWER CROSSINGS OF EXISTING

UTILITIES REQUIRED FOR THIS PROJECT. CONTRACTOR

SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING

UTILITIES PRIOR TO BEGINNING CONSTRUCTION.

CONTRACTOR SHALL BE SPECIFICALLY RESPONSIBLE FOR

CONTACTING ALL UTILITY COMPANIES THAT MIGHT HAVE

EXISTING UTILITIES ON-SITE TO DETERMINE IF ANY EXIST

AND HOW TO HANDLE. ENGINEER CANNOT BE

RESPONSIBLE FOR EXISTENCE OR LOCATION OF

UNDERGROUND UTILITIES.

2. WHERE STORM SEWER PIPES CROSS BELOW EXISTING

SANITARY SEWER LINES, THE CONTRACTOR SHALL ENCASE

THE SANITARY SEWER LINE WITH CONCRETE 10-FT EACH

SIDE OF THE CROSSING.

DEMARCATION NOTES

1. ALL WORK EAST OF THE DEMARCATION LINE IS UNDER

SEPARATE CONTRACT EXCEPT:

1.1. 48" STORM SEWER INSTALLATION TO INCLUDE JACK AND

BORING UNDER THE RAILROAD AND CONNECTION THROUGH

THE BOX CULVERT WALL AT LOCATION A0. EXCAVATION

AREAS SHALL BE COMPACTED AS REQUIRED UNDER

SPECIFICATION 31.00 00 EARTHWORK AND TO THE ORIGINAL

GRADE.

GENERAL CIVIL UTILITY NOTES

SHEET LEGEND

TWIN CONCRETE BOX CULVERT

(UNDER SEPARATE CONTRACT)

0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40

750.00 750.00

760.00 760.00

770.00 770.00

780.00 780.00

790.00 790.00

800.00 800.00

810.00 810.00

820.00 820.00

830.00 830.00

840.00 840.00

SCALE: 1" = 30' H, 1" = 10' V

43 LF

48" RCP

@1.0%

55 LF

48" RCP

@3.64%

67 LF

42" RCP

@2.92%

46 LF

36" RCP

@1.09%

99 LF

36" RCP

@1.01%

20 LF

36" RCP

@1.0%

32 LF

24" RCP

@1.0%

A

T

W

L V

E R

T

B

O X

U

N D

P

A R

A T

E

C O

N T

R A

C T

I N

V

I N

S T

A

M H

A

T O

P

G R

A D

E

I N

V

I N

I N

V

O

U T

S T

A

D I A

T H

R

I N

V

I N

I N

V

I N

I N

V

O

U T

S T

A

D I A

T H

R

I N

V

I N

I N

V

O

U T

S T

A

C I A

T O

P

I N

V

I N

I N

V

O

U T

S T

A

3 C

I A

T H

R

I N

V

I N

I N

V

O

U T

S T

A

M H

A

T O

P

G R

A D

E

I N

V

I N

I N

V

O

U T

S T

A

M H

A

T O

P

G R

A D

E

I N

V

I N

I N

V

O

U T

F I E

R

I F

Y

E X

I S

T I N

G

I N

V E

R T

S T

A

STORM SEWER PROFILE A0-A8

0+00 0+30 0+60 0+90 1+20 1+50

770.00 770.00

780.00 780.00

790.00 790.00

800.00 800.00

810.00 810.00

SCALE: 1" = 30' H, 1" = 10' V

34 LF

24" RCP

@2.94%

D I A

T H

R

I N

V

I N

I N

V

O

U T

D I A

T H

R

I N

V

I N

F

I E

R

I F

Y

I N

V

O

U T

STORM SEWER PROFILE A3-A3.1

0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70

770.00 770.00

780.00 780.00

790.00 790.00

800.00 800.00

810.00 810.00

SCALE: 1" = 30' H, 1" = 10' V

75 LF

36" RCP

@1.07%

C I A

T O

P

I N

V

I N

F I E

R

I F

Y

I N

V

O

U T

S T

A

STORM SEWER PROFILE A4-A4.2

C I A

T O

P

I N

V

I N

I N

V

O

U T

S T

A

D I A

T H

R

I N

V

I N

I N

V

O

U T

S T

A

46 LF

36" RCP

@1.09%

0+00 0+30 0+60 0+90 1+20 1+50

780.00 780.00

790.00 790.00

800.00 800.00

810.00 810.00

820.00 820.00

SCALE: 1" = 30' H, 1" = 10' V

25 LF

18" RCP

@2.0%

C I A

T O

P

I N

V

O

U T

S T

A

STORM SEWER PROFILE A6-A6.1

C I A

T O

P

I N

V

I N

I N

V

O

U T

S T

A

M H

A

T O

P

I N

V

I N

F I E

R

I F

Y

I N

V

O

U T

F I E

R

I F

Y

FIELD

VERIFY

1% MIN.

U C

U C

U C

G G

G

F M

F M

F M

S S

S S

S S

W W

U E

U E

U E

U C

U C

U C

U C

U C

U C

U C

U C

U C

EXISTING UTILITY DEPTH

UNKNOWN. CONTRACTOR

SHALL FIELD VERIFY ALL

DEPTHS AND EXPOSE LINES

PRIOR TO CONSTRUCTION

122 LF RCP CLASS 5,

WALL-C WITH 100 LF JACK

AND BORE AT @2.53%

10-YR

HGL

EXISTING/

PROPOSED

GRADE

EXISTING

GRADE

50-YR

EGL

10-YR

HGL

10-YR

HGL

10-YR

HGL

A

C K

S T

A

A

C K

S T

A

50.00 50.00

R/WR/W

M H

A

T O

P

I N

V

I N

I N

V

O

U T

S T

A

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

K A

N S

T

Y

D

I S

T R

I C

T

E

T

H

S

T R

E E

T

K A

N S

T

Y

SHEET

NUMBER

A P

P R

D

A T

E D

E S

C R

I P

T I O

N S

Y M

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

D e s i g n e d b y

D r a

C h e c k e d b y

S u b m i t t e d b y

D a t e

D r a w i n g c o d e

P l o t s c a l e

F i m e

M

I C

K E

Y

M

A N

T

M

P

L A

I T

E

O K

L A

H O

T

Y

B

U

P R

R

D

R A

I N

A G

E

R

E P

A I R

S

F O

A

V E

N W

O R

T H

K

S

US Army Corps of

Engineers

Kansas City District

READY TO ADVERTISE

A S

S

H O

W N

J U

PLAN

NORTH

A1

STORM SEWER PROFILES

R

W

E N

T E

C G d w g

L

T

A L

I A

F E

R R

O

L

T

A L

I A

F E

R R

O

C

G

A J E

R A

S T

O R

M

S

E W

O

F I L

E S

CG201

GENERAL SHEET NOTES

1. REFER TO C-001 FOR EXISTING CONDITION NOTES, LEGENDS, AND ABBREVIATIONS.

2. ALL STORM SEWER SHALL BE RCP CLASS III EXCEPT WHERE NOTED.

3. THE CONTRACTOR SHALL JACK AND BORE THE RAILROAD FROM THE EAST MAINTAINING AT LEAST 50-FT

CLEAR FROM THE RAILROAD CENTERLINE. SHOULD THE BORE LENGTH BE REDUCED, SHORING OF THE

RAILROAD SHALL BE REQUIRED. DESIGN, ALL PERMITTING REVIEWS AND FEES BY THE UNION PACIFIC

RAILROAD, AND CONSTRUCTION SHALL BE THE CONTRACTORS RESPONSIBILITY AND AT NO ADDITIONAL

COST TO THE GOVERNMENT. CONTRACTOR SHALL ADHERE TO THE UNION PACIFIC RAILROAD

GUIDELINES FOR TEMPORARY SHORING FOUND IN THE APPENDIX OF THE SPECIFICATIONS.

4. ALL ABANDONED STRUCTURES SHALL ADHERE TO THE UNION PACIFIC RAILROAD GUIDELINES FOR

ABANDONMENT AND REMOVAL OF SUBSURFACE UTILITY STRUCTURES.

5. PIPE LENGTHS ARE SHOWN FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. CONTRACTOR

SHALL BID ON ACTUAL LENGTH OF PIPE.

6. ALL STRUCTURES SHALL HAVE FULLY PAVED INVERTS.

7. MH-A8 WILL NEED TO BE FIELD VERIFIED FOR LOCATION AND DEPTH AND ADJUSTED IN THE FIELD BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. MH-A8 IS SHOWN WITH THE EXPECTED

DEPTH FOR BIDDING.

8. MH-A4.3 WILL NEED TO BE FIELD VERIFIED FOR LOCATION AND DEPTH AND ADJUSTED IN THE FIELD BY

THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. FOR BIDDING PURPOSES ASSUME A

14-FT DEPTH.

9. SEE DETAIL A7 THIS SHEET FOR BEDDING REQUIREMENTS.

DENSELY COMPACTED

BACKFILL

M

I N d

B E

D D

I N

G

T

R E

N C

H

V

E R

T I C

W

L

L S

B c

LOWER LIMIT OF

SLOPING OR

BENCHING OF

TRENCH WALLS

#67 CRUSHED

STONE

EXCAVATED

TRENCH WIDTH

LEGEND

B = OUTSIDE DIAMETER

D = INSIDE DIAMETER

d = DEPTH OF BEDDING

MATERIAL BELOW PIPE

c

D

< 27"

30" to 60"

> 66" d (min.)

3"

4"

5"

CLASS 'B' PIPE BEDDING NOTES

1. FOR CLASS 'B' PIPE BEDDING, SUBGRADE SHOULD BE EXCAVATED

OR OVER-EXCAVATED SO A UNIFORM FOUNDATION FREE OF

PROTRUDING ROCKS MAY BE PROVIDED.

2. GRANULAR BEDDING SHALL BE HAND TAMPED IN 6" LIFTS AND SHALL

CONFORM TO ASTM C-22 OR ASTM D-488 GRADATION SIZE # 67.

A7

CLASS 'B' PIPE BEDDING

NO SCALE

1 2

P

E

Ø

Bore Hole 3

Bore Hole 4

Building

W

W

W

Approx. Loc. of

Change Between

10" Stone to

42"X48" Stone Box

Per 1976 Storm

Drainage Utility Map

SDA-1 3.5'X3.5' Concrete Structure

Rim=805.48

FL Out (E) 24" VCP=798.85

SDM-2 5'X5' Concrete Lid O/S South

Rim=811.08

FL In (W) 12" RCP=803.61

FL Out (E) 12" CPP=798.91

SDM-5 4' Diameter Concrete Manhole, Lid Centered

Rim=816.00

FL In (NW) 12" PVC=811.81

FL Out (SE) 12" CCP=802.71

SSM-1 4' Concrete Manhole, Lid O/S North

Rim=793.93

FL In (W) 6" PVC=787.64

FL Out (S) 8" PVC=787.11

SSM-2 4' Brick Collar Manhole, Lid Centered

Rim=800.42

FL In (N) 6" PVC=794.95 Outside Drop

FL In (N) 6" PVC=790.33

FL In (NW) 6" PVC=794.61

FL Out (E) 6" PVC=790.19

SSM-3 4' Diameter Concrete Manhole, Lid Centered

Rim=831.01

FL In (NW) 6" PVC=817.24

FL Out (SE) 6" PVC=817.06

SSM-4 4' Diameter Concrete Manhole with Brick Collar, Lid O/S North

Rim=826.04

FL In (N) 6" PVC=817.00

FL In (E) 6" PVC=819.29 Service From House

FL In (W) 6" PVC=817.01 Service From House

FL Out (S) 6" PVC=816.87

Fort Leavenworth Electric

Fort Leavenworth Telephone

Freestate Electric

6' Security Fence

Roof Drain

Concrete Pad

For AC Unit

Finished Floor

Elevation=796.37

Ladder

Old Pump

R i v e r s i s p h a l t

C h i s e s p h a l t

Abandoned Electric

Line, No Marks to Pump

6" Bollard

Railroad Control Panel

Edge of Water

G r a v e l

Concrete

Concrete

Concrete

Concrete Retaining Wall

Concrete Foundation Pad

Concrete

Edge of Water

A s p h a l t

Grass

Grass

Grass

Grass

Grass

Gravel

Gravel

Railroad Gate Post

Railroad Gate

Post

Wire Fence

2' Posts

Guard Rail

UCGS

Monument 280

Flood Gate

Riverside Sign

CP-421

CP-422

Jersey Barriers

Concrete Retaining Wall

Gate Access Sign

Railroad Caution Sign

Railroad Crossing

& Stop Sign

Railroad Gate

Warnging Sign

Railroad Crossing

& Stop Sign

Railroad Crossing Sign

Street Sign

C o n c

S i d e w a l k

No Utility

Locates In Field

No Utility Locates

In Field To This Riser

See Utility Note

About Original

Power to

Mechanical Room

Water Monitoring Well

Flowline of 5'Tx7'W RCB

Flowline of 5'Tx7'W RCB

Tree Line

Tree Line

Speed Limit Sign

Tree Line

Fort Leavenworth

Fort Leavenworth

AT&T

33" HACKBERRY

CB

D

X

W

W

S

S

E

W

C

W

CO

X

41" DECIDUOUS

8" DECIDUOUS

10" DECIDUOUS

C

E

46" DECIDUOUS

CB

W

X

W

S

D

S

G

13" DECIDUOUS

D

91.55

91.84

92.08

92.25

92.51

92.72

93.08

93.57

93.92

93.56

93.24

92.85

92.60

92.47

92.27

92.09

91.86

91.64

Traffic Signal Pole

Flow Line of Stream

Railroad Gate Post

E

E

SDM-12 Unknown Box Size Access Not Authorized

Rim=790.87

FL In (SW) 18" VCP=785.29

FL In (NW) 42"X48" Stone Pipe=776.24

FL In (N) 12" Unknown=786.37

FL Out (SE) 36" CMP=775.94

E

808.66

806.32

809.23

807.53

G r a v e l

U C

U

C

U

C

U C

U

C

U

C

G

G

G

G

G

F M

F M

F M

F M

F M

F M

F M

F M

F M

U C

U C

U C

U C

U C

U

C

U C

U

C

U

C

U C

U C

U C

UC UC

U

C

U

C

U

C

U

C

U

C

U

E

U

E

U

E

U

E

U

E

U E

U

E

U

E

U

E

U E

U

E

U

E

U

E

UE

U

E

U

E

U E

U E

U E

U

E

U

E

U

E

U

E

U

E

O E

O E

O E

O E

O E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

O

E

OE

OE

OE

OE

U C

U C

U C

U C

U C

U C

U C

U C

U C

U C

U C

U C

U C

U C

U C

U E

U E

U E

U E

W

W

W

W

W

W

U

C

U

C

U

C

FM

FM

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

SS SS

S S

S S

S S

S

S

S

S

Ex. Fort

Leavenworth

Gas Line

LIFT STATION

50'

U P

R R

R /W

50'

U P

R R

R /W

50'

UPRR R/W

50'

UPRR R/W

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S T

S T

S T

S

T

S

T

S

T

S

T

ST ST

ST ST ST

S

T

S T

S T

S T

S

S

S

S

S

S

S

S

S

A0

MH-A1

MH-A2

DI-A3

DI-A3.1

DI-A4

CI-A4.2

CI-A4.1

CI-A5

CI-A6

CI-A6.1

MH-A7

MH-A8

MH-A4.3

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

K A

N S

T

Y

D

I S

T R

I C

T

E

T

H

S

T R

E E

T

K A

N S

T

Y

SHEET

NUMBER

A P

P R

D

A T

E D

E S

C R

I P

T I O

N S

Y M

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

D e s i g n e d b y

D r a

C h e c k e d b y

S u b m i t t e d b y

D a t e

D r a w i n g c o d e

P l o t s c a l e

F i m e

M

I C

K E

Y

M

A N

T

M

P

L A

I T

E

O K

L A

H O

T

Y

B

U

P R

R

D

R A

I N

A G

E

R

E P

A I R

S

F O

A

V E

N W

O R

T H

K

S

US Army Corps of

Engineers

Kansas City District

READY TO ADVERTISE

A S

S

H O

W N

J U

SCALE: 1" = 30'

0 15' 30' 60' 90'

PLAN

NORTH

A1

EROSION CONTROL PLAN

R

W

E N

T E

C E d w g

L

T

A L

I A

F E

R R

O

L

T

A L

I A

F E

R R

O

C

G

A J E

R A

E R

O S

I O

N

C

O N

T R

A

N

CE101

GENERAL SHEET NOTES

1. REFER TO C-001 FOR EXISTING CONDITION NOTES, LEGENDS,

AND ABBREVIATIONS.

2. ALL WORK WITHIN THE UNION PACIFIC RAILROAD (UPRR)

RIGHT OF WAY SHALL BE COORDINATED WITH UPRR

THROUGH DPW WITH RESPECT TO SAFETY, FLAGGING,

CONSTRUCTION , TIMING, SCHEDULES, ETC.

1. DEMARCATION LINE

DEMARCATION LINE

SHEET LEGEND

GENERAL CIVIL EROSION CONTROL NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR DESIGN, INSTALLATION, AND

CONTINUAL MAINTENANCE OF ALL TEMPORARY EROSION CONTROL

MEASURES FROM THE START TO THE END OF THE PROJECT. ONLY

PERMANENT EROSION CONTROL MEASURES ARE SHOWN ON THIS SHEET.

2. MAXIMUM EMBANKMENT SLOPES ARE TO BE AS FOLLOWS:

CUT AREAS - 3:1, FILL AREAS - 3:1, UNLESS OTHERWISE NOTED.

3. ALL DISTURBED AREAS NOT PAVED SHALL BE PERMANENTLY STABILIZED

WITH TALL FESCUE SOD PER THE SPECIFICATIONS.

4. PERMANENT STABILIZATION WITH SOD SHALL REPLACE ANY TEMPORARY

MEASURES AS SOON AS PRACTICAL.

FOR TAILWATER < 0.5Do

DIAMETER

OUTLET

PIPE

PROTECTION

OUTLET

#1

(Do)

La

3Do

W=3Do + La

15'

3Do

15'

La

30'

W=3Do+La

RIPRAP SIZE

14" max

9" d d

A1

RIP-RAP

DEPTH

max d1.5 x

21"

DEMARCATION NOTES

1. ALL WORK EAST OF THE DEMARCATION LINE IS UNDER

SEPARATE CONTRACT.

S

A

R M

Y

C

O R

E

N G

I N

E E

R S

K A

N S

T

Y

D

I S

T R

I C

T

E

T

H

S

T R

E E

T

K A

N S

T

Y

SHEET

NUMBER

A P

P R

D

A T

E D

E S

C R

I P

T I O

N S

Y M

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

D e s i g n e d b y

D r a

C h e c k e d b y

S u b m i t t e d b y

D a t e

D r a w i n g c o d e

P l o t s c a l e

F i m e

M

I C

K E

Y

M

A N

T

M

P

L A

I T

E

O K

L A

H O

T

Y

B

U

P R

R

D

R A

I N

A G

E

R

E P

A I R

S

F O

A

V E

N W

O R

T H

K

S

US Army Corps of

Engineers

Kansas City District

READY TO ADVERTISE

A S

S

H O

W N

J U

R

W

E N

T E

C d w g

L

T

A L

I A

F E

R R

O

L

T

A L

I A

F E

R R

O

C

G

A J E

R A

D E

T A

I L

S

C-501

NOTES:

4"

6"

24" (UNLESS NOTED

SCALE: N.T.S.

A1

CONCRETE CURB AND GUTTER DETAIL

STRAIGHT BACK CURB AND GUTTER

KC METRO TYPE CG-1

E1

HEAVY DUTY BITUMINOUS

PAVEMENT DETAIL

SCALE: N.T.S.

2 - 4" WIDE

SOLID YELLOW LINES

WITH 4" GAP

SCALE: N.T.S.

A4

PAINTED DOUBLE YELLOW DETAIL

SCALE: N.T.S.

B3

PAINTED STOP BAR DETAIL

24" PAINTED WHITE STOP BAR

5' OR VARIES (SEE SITE LAYOUT PLAN)

COMPACTED SUBGRADE

1/2" EXPANSION JOINT BETWEEN WALK AND PAVING

OR ADJACENT STRUCTURE AND AT ALL

CONSTRUCTION JOINTS

4" THICK KCMMB MIX CONCRETE 4,000 PSI @ 28 DAYS

FINISHED

GRADE

E4

4" CONCRETE SIDEWALK

SCALE: N.T.S.

6'

CURB AND

GUTTER

E6

6' CURB TAPER DETAIL

SCALE: N.T.S.

TAPER

4" CRUSHED AGGREGRATE (ABC)

NOTES:

1.) ALL CONTROL JOINTS SHALL BE HAND TOOLED

AND NOT SAW-CUT

2.) MAXIMUM CROSS SLOPE IS

" PER 1-FT

ABC-SEPARATION LAYER

3"

8"

3"

TACK COAT

TACK COAT

SUBGRADE

(SEE SPECIFICATION

31 00 00)

HMA SURFACE (TWO LAYERS)

4"

2"

1. CURB AND GUTTER TO BE CONSTRUCTED IN 10 FOOT LENGTHS WITH 1"

DEEP CONTRACTION JOINTS FULL WIDTH.

2. 1/2" EXPANSION JOINTS WITH 2-FT DOWELS SHALL BE PLACED AT

RADIUS POINTS AND AT 150' INTERVALS. DOWELS SHALL BE GREASED

AND WRAPPED ON ONE END WITH EXPANSION TUBES.

3. USE 5/8" DIAMETER SMOOTH DOWELS AT LOCATIONS SHOWN.

R R

SCALE: N.T.S.

A8

RAILROAD CROSSING DETAIL

3.25'

16" PAINTED

'X', WHITE

24" PAINTED WHITE STOP BAR

24" PAINTED WHITE STOP BAR

DOWEL

S

A

R M

Y

C

O R

E

N G

I N

E E

R S

K A

N S

T

Y

D

I S

T R

I C

T

E

T

H

S

T R

E E

T

K A

N S

T

Y

SHEET

NUMBER

A P

P R

D

A T

E D

E S

C R

I P

T I O

N S

Y M

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

D e s i g n e d b y

D r a

C h e c k e d b y

S u b m i t t e d b y

D a t e

D r a w i n g c o d e

P l o t s c a l e

F i m e

M

I C

K E

Y

M

A N

T

M

P

L A

I T

E

O K

L A

H O

T

Y

B

U

P R

R

D

R A

I N

A G

E

R

E P

A I R

S

F O

A

V E

N W

O R

T H

K

S

US Army Corps of

Engineers

Kansas City District

READY TO ADVERTISE

A S

S

H O

W N

J U

R

W

E N

T E

C d w g

L

T

A L

I A

F E

R R

O

L

T

A L

I A

F E

R R

O

C

G

A J E

R A

D E

T A

I L

S

C-502

SCALE: N.T.S.

A1

CONCRETE END SECTION (HW)

1. ANY KANSAS DOT STANDARD NOTE SHOWN HEREON THAT

REFERENCES THE ENGINEER SHALL BE REPLACED WITH

CONTRACTING OFFICER.

2. ANY KANSAS DOT STANDARD NOTE THAT REFERENCES PAY

ITEM SHALL BE IGNORED AS THIS IS A LUMP SUM PROJECT

AND SHALL FOLLOW SPECIFICATION 33 40 00 STORM

SEWERS.

SPECIAL CONDITION NOTES:

S

A

R M

Y

C

O R

E

N G

I N

E E

R S

K A

N S

T

Y

D

I S

T R

I C

T

E

T

H

S

T R

E E

T

K A

N S

T

Y

SHEET

NUMBER

A P

P R

D

A T

E D

E S

C R

I P

T I O

N S

Y M

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

D e s i g n e d b y

D r a

C h e c k e d b y

S u b m i t t e d b y

D a t e

D r a w i n g c o d e

P l o t s c a l e

F i m e

M

I C

K E

Y

M

A N

T

M

P

L A

I T

E

O K

L A

H O

T

Y

B

U

P R

R

D

R A

I N

A G

E

R

E P

A I R

S

F O

A

V E

N W

O R

T H

K

S

US Army Corps of

Engineers

Kansas City District

READY TO ADVERTISE

A S

S

H O

W N

J U

R

W

E N

T E

C d w g

L

T

A L

I A

F E

R R

O

L

T

A L

I A

F E

R R

O

C

G

A J E

R A

D E

T A

I L

S

C-503

SCALE: N.T.S.

A1

CURB INLET

1. ANY KANSAS CITY METRO STANDARD NOTE SHOWN HEREON THAT

REFERENCES THE ENGINEER SHALL BE REPLACED WITH

CONTRACTING OFFICER.

2. ANY KANSAS CITY METRO STANDARD NOTE THAT REFERENCES PAY

ITEM SHALL BE IGNORED AS THIS IS A LUMP SUM PROJECT AND SHALL

FOLLOW SPECIFICATION 33 40 00 STORM SEWERS.

S

A

R M

Y

C

O R

E

N G

I N

E E

R S

K A

N S

T

Y

D

I S

T R

I C

T

E

T

H

S

T R

E E

T

K A

N S

T

Y

SHEET

NUMBER

A P

P R

D

A T

E D

E S

C R

I P

T I O

N S

Y M

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

D e s i g n e d b y

D r a

C h e c k e d b y

S u b m i t t e d b y

D a t e

D r a w i n g c o d e

P l o t s c a l e

F i m e

M

I C

K E

Y

M

A N

T

M

P

L A

I T

E

O K

L A

H O

T

Y

B

U

P R

R

D

R A

I N

A G

E

R

E P

A I R

S

F O

A

V E

N W

O R

T H

K

S

US Army Corps of

Engineers

Kansas City District

READY TO ADVERTISE

A S

S

H O

W N

J U

R

W

E N

T E

C d w g

L

T

A L

I A

F E

R R

O

L

T

A L

I A

F E

R R

O

C

G

A J E

R A

D E

T A

I L

S

C-504

SCALE: N.T.S.

A1

MANHOLE / DROP INLET

1. ANY KANSAS DOT STANDARD NOTE SHOWN HEREON THAT

REFERENCES THE ENGINEER SHALL BE REPLACED WITH

CONTRACTING OFFICER.

2. ANY KANSAS DOT STANDARD NOTE THAT REFERENCES PAY

ITEM SHALL BE IGNORED AS THIS IS A LUMP SUM PROJECT

AND SHALL FOLLOW SPECIFICATION 33 40 00 STORM

SEWERS.