SSFD_RTA_Plans.pdf

Kansas City District

FT RILEY, KANSAS

FY 2015

of Engineers

US Army Corps

Building Strong

PN 449454

SANITARY SEWER FLOW DIVERSION

SOLICITATION # W912DQ-15-R-XXXX

SEPTEMBER 2015

R

G I0

.D

G N

IN

D

E X

GI002

R J

A N

S E

N

H M

IL

D

E N

B E

R G

E R

N /A

M L

A R

S O

N

TITLE

INDEX

CADD FILE NO.

COVER

INDEX

GENERAL

GI002

SHEET NO. FILE NO.

CU301

CU302

CU303

CU304

CU305

CU306

R72_GI002.DGN

R72_GI001.DGN

GI003

GI004

SURVEY

R72_GI003.DGN

R72_GI004.DGN

CU307

CU308

CU309

CU310

CU311

CU312

CU313

CU314

SANITARY SEWER PLAN AND PROFILE - STA. 0+00 TO STA 13+00

SANITARY SEWER PLAN AND PROFILE - STA. 13+00 TO STA 26+00

SANITARY SEWER PLAN AND PROFILE - STA. 26+00 TO STA 39+00

SANITARY SEWER PLAN AND PROFILE - STA. 39+00 TO STA 52+00

SANITARY SEWER PLAN AND PROFILE - STA. 52+00 TO STA 65+00

SANITARY SEWER PLAN AND PROFILE - STA. 65+00 TO STA 78+00

SANITARY SEWER PLAN AND PROFILE - STA. 78+00 TO STA 91+00

SANITARY SEWER PLAN AND PROFILE - STA. 91+00 TO STA 104+00

SANITARY SEWER PLAN AND PROFILE - STA. 104+00 TO STA 117+00

SANITARY SEWER PLAN AND PROFILE - STA. 117+00 TO STA 130+00

SANITARY SEWER PLAN AND PROFILE - STA. 130+00 TO STA 143+00

SANITARY SEWER PLAN AND PROFILE - STA. 143+00 TO STA 156+00

SANITARY SEWER PLAN AND PROFILE - STA. 156+00 TO STA 169+00

SANITARY SEWER PLAN AND PROFILE - STA. 169+00 TO STA 176+89

R72_CU301.DGN

R72_CU302.DGN

R72_CU303.DGN

R72_CU304.DGN

R72_CU305.DGN

R72_CU306.DGN

R72_CU307.DGN

R72_CU308.DGN

R72_CU309.DGN

R72_CU310.DGN

R72_CU311.DGN

R72_CU312.DGN

R72_CU313.DGN

R72_CU314.DGN

CU501

CU502

CU503

R72_CU501.DGN

R72_CU502.DGN

R72_CU503.DGN

CIVIL DETAILS

CIVIL DETAILS

CIVIL DETAILS

CU100 R72_CU100.DGN

C-101 R72_C-101.DGN

YARD PIPING

C-102 R72_C-102.DGN

C-103 R72_C-103.DGN

D-001

D-002

R72_D-001.DGN

R72_D-002.DGN

PROCESS CONTROLS

INSTRUMENTATION AND CONTROLS LEGEND

INSTRUMENTATION AND CONTROLS LEGEND

D-003 R72_D-003.DGN

D-004 R72_D-004.DGN

INSTRUMENTATION AND CONTROLS PROCESS INTERFACE DIAGRAM

INSTRUMENTATION AND CONTROLS PUMP STATION UNIT PROCESS 30

E-001

E-002

R72_E-001.DGN

R72_E-002.DGN

ES100 R72_ES100.DGN

E-501 R72_E-501.DGN

R72_E-601.DGN

ELECTRICAL

ELECTRICAL LEGEND

ELECTRICAL LEGEND

SE-001

SE-101

R72_SE001.DGN

R72_SE101.DGN

SE-201 R72_SE201.DGN

SE-501 R72_SE501.DGN

STRUCTURAL

C-000 R72_C-000.DGNGENERAL NOTES

TITLE CADD FILE NO.

RS100

SHEET NO. FILE NO.

R72_RS100.DGN

FOR INFORMATION ONLY

RS101 FOR INFORMATION ONLY

RS102 FOR INFORMATION ONLY

RS103 FOR INFORMATION ONLY

RS104 FOR INFORMATION ONLY

RS105 FOR INFORMATION ONLY

R72_RS101.DGN

R72_RS102.DGN

R72_RS103.DGN

R72_RS104.DGN

R72_RS105.DGN

RS200 R72_RS200.DGNFOR INFORMATION ONLY

RS201 FOR INFORMATION ONLY

RS202 FOR INFORMATION ONLY

RS203 FOR INFORMATION ONLY

RS204 FOR INFORMATION ONLY

RS205 FOR INFORMATION ONLY

RS206 FOR INFORMATION ONLY

R72_RS201.DGN

R72_RS202.DGN

R72_RS203.DGN

R72_RS204.DGN

R72_RS205.DGN

R72_RS206.DGN

CUSTER HILL WWTP

RS207

RS208

RS209

RS210

FOR INFORMATION ONLY

FOR INFORMATION ONLY

FOR INFORMATION ONLY

FOR INFORMATION ONLY

R72_RS207.DGN

R72_RS208.DGN

R72_RS209.DGN

R72_RS210.DGN

GI005 R72_GI005.DGNLOCATION AND VICINITY MAP

ABBREVIATIONS

LEGEND

CAMP FUNSTON AWWTP

PUMP STATION - LOWER PLAN

PUMP STATION - UPPER PLAN

E-601

C

G A

R D

E N

ELECTRICAL SITE PLAN

ELECTRICAL DETAILS

CUSTER HILL PUMP STATION ONE-LINE DIAGRAM

CS100

CS101

R72_CS100.DGN

R72_CS101.DGN

KEYMAP

LIMITS OF CONSTRUCTION

GENERAL NOTES

CLR GRAVITY WALL PLAN

WALL ELEVATIONS

V-101

V-102

R72_V-101.DGN

R72_V-102.DGN

SURVEY CONTROL

SURVEY CONTROL

SE-503 R72_SE503.DGN

SE-502 R72_SE502.DGN

WALL SECTIONS AND DETAILS

CATWALK DETAILS

WALL DETAILS

B-201 R72_B-201.DGNDETACHED BORING LOGS

B-202 R72_B-202.DGNDETACHED BORING LOGS

B-203 R72_B-203.DGNDETACHED BORING LOGS

B-204 R72_B-204.DGNDETACHED BORING LOGS

B-205 R72_B-205.DGNDETACHED BORING LOGS

B-206

GEOTECHNICAL

CIVIL

C-104 R72_C-104.DGN

WET WALL CROSS SECTIONS

RS300 R72_RS300.DGNFOR INFORMATION ONLY

RS301 FOR INFORMATION ONLY

RS302 FOR INFORMATION ONLY

RS303 FOR INFORMATION ONLY

RS304 FOR INFORMATION ONLY

RS305 FOR INFORMATION ONLY

RS306 FOR INFORMATION ONLY

R72_RS301.DGN

R72_RS302.DGN

R72_RS303.DGN

R72_RS304.DGN

R72_RS305.DGN

R72_RS306.DGN

FORSYTH PUMP STATION

PUMP STATION CROSS SECTION

RS307 FOR INFORMATION ONLY

RS308 FOR INFORMATION ONLY

RS309 FOR INFORMATION ONLY

RS310 FOR INFORMATION ONLY

RS311 FOR INFORMATION ONLY

R72_RS207.DGN

R72_RS308.DGN

R72_RS309.DGN

R72_RS310.DGN

R72_RS311.DGN

DETACHED BORING LOGS R72_B-206.DGN

B-207 DETACHED BORING LOGS R72_B-207.DGN

D a te

US Army Corps of Engineers

Kansas City District

D e s c ri p ti o n

D a te

S y m b o l

A p p r.

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

Number:

Reference

Sheet

F il e N o

P lo t S c a le

D e s ig n e d B y

D ra w n B y

C h e c k e d B y

S u b m it te d B y

P N

F

Y

S A

N

IT

A R

Y S

E W

E R F

L O

W D

IV

E R

S

IO

N

F O

R T R

IL

E Y

K A

N S

A S

F E

B R

U A

R Y g5pmprgj Placed Image

A B

B R

E V

IA

T

IO

N S

GI003

COURSE

COVER ELEVATION

CUBIC YARDS

CYLINDER

DAMPPROOFING

DEGREE

DEPARTMENT

DEPRESSION

DETAIL

DIAGONAL

DIAMETER

DIMENSION

DIRECT CURRENT

DISTRIBUTION

DOWELS

DOWELED CONTROL JOINT

DOOR

DOOR CLOSER

DOUBLE

DOUBLE ACTING

DOUBLE HUNG

DOWN

DOWN SPOUT

DRAIN

DRAWING

DRY BULB

DUMMY CONTROL JOINT

DP

D

DEG

DEPT

DEPR

DTL

DIAG

DIM

DC

DIST

DWLS

DR

DCL

DA

DH

DN

DS

DR

DWG

D & M

DF

DWD

DB

DCJT

EACH

EAST

ELECTRICAL OR ELECTRIC

ELECTRIC WATER COOLER

ENCLOSURE

ENTRANCE

EQUIPMENT

ESTIMATE

EXCAVATE

EXISTING

EXPANSION

EXPANSION JOINT

EXPOSED

EXTERIOR

EA

E

ENCL

ENT

EQUIP

EST

EMD

EXC

EXPN

EJ

EXP

EXT

FACING

FAHRENHEIT

FEET PER MINUTE

FIGURE

FINISH

FIRE HYDRANT

FIRE PROOF

FIRE PROTECTION

FIXTURE

FLASHING

FLOOR

FLOORING

FLUORESCENT

FOOT CANDLE

FOOTING

FOUNDATION

FRESH AIR

FULL SIZE

FURRING

GALLON

GALLONS PER MINUTES

GALVANIZED

GALVANIZED IRON

GAS

GENERAL

GLASS

GLAZED WALL TILE

GOVERNMENT

GRADE

GRATING

GROUND CLEANOUT

GROUND

GYPSUM

GYPSUM WALLBOARD

HANDRAIL

HARDBOARD

HARDWARE

HEAD

HEADER

HEATER

HEATING

HEIGHT

HIGH POINT

HIGH STRENGTH

HOLLOW METAL

HORSE POWER

HOSE BIBB

HOT WATER

HOT WATER HEATER

HOUR

HYDRAULIC

INSIDE DIAMETER

INSULATION

INVERT

IRON PIPE

FCG

F

FT

F.P.M.

FIG

FHC

FH

FPRF

FP

FD

FLUOR

FC

FTG

FDN

FR

FA

FURR’G

GA

GAL

GPM

GALV

GI

G

GEN

GL

GWT

GOVT.

GR

GRTG

GYP

HDR

HBD

HDW

HD

HDR

HTR

HTG

HT

HSGYP

H.S.

HM

HP

HB

HW

HWH

HR

HYD

IAW

IN

I.D.

I OR FE

I.P.

JANITOR CLOSET

JOINT

JOIST

JUNCTION

JUNCTION BOX

KEY

KEY LOCK

KICK PLATE

KILOVOLTS

KILOVOLT AMPERES

KILOVOLT AMPERES REACTIVE

KITCHEN

LANDING

LAUNDRY

LAVATORY

LAWN IRRIGATION SYSTEM

LENGTH

LIGHT

LIGHTING

LIGHT PROOF SHADE

LIGHT WEIGHT

LINEAR

LINTEL

LOADING

LONGITUDINAL

LOW POINT

LUMBER

LUMEN

LOAD

MACHINE

MANHOLE

MANUFACTURE

MANUFACTURING

MASONRY

MASONRY OPENING

MASONRY UNIT

MASTIC

MATCHED & BEADED

MATERIAL

MAXIMUM

MECHANICAL

MEDICINE CABINET

METAL

METAL LATH

METAL THRESHOLD

MINIMUM

MONOLITHIC

MOTOR

MOTOR GENERATOR

MOULDING

MOUNTED

MOUNTAIN

JC

JT

JST

JCT

JB

K

KL

KP

KV

KVA

KVAR

KW

KIT

LDG

LAU

LAV

LIS

LG

LT

LTG

LPS

LIN

LNTL

LD

LDG

LONG

LP

LBR

L

MACH

MH

MFR

MFG

MO

MU

MSTC

M & B

MAX

MECH

ML

MT

MIN

MOT

MG

MLDG

MTD

MTN

NORTH

NOT IN CONTRACT

PAINTED

PAIR

PANEL

PANIC BOLT

PARAPET

PARTITION

PAVEMENT DRAIN

PENNY (as in nail-10d)

PERFORATED

PHASE

PIECE

CSK

COV

CE

CFM

CU YD

CYL

PILING

PLASTER

PLATE

PLATFORM

PLUMBING

NEC

NEMA

N

NIC

NO.

OBSC

OBGL

OB WG

OFF.

OC

OPNG

OPP

OD

OBSCURE

OBSCURE GLASS

OBSCURE WIRE GLASS

OFFICE

ON CENTERS

OPENING

OPPOSITE

OUTSIDE DIMENSION

PTD

PR

PNL

PRPT

PTN

PD

PERF

PC

PLG

PLAS

PLATF

PLBG

PLYWOOD

POINT

POINT OF INTERSECTION

POLE

POLISH

PORCELAIN

POUNDS

POUNDS/SQUARE FOOT

POUNDS/SQUARE INCH

PREFABRICATED

PRESSURE REGULATING VALVE

PROJECTION

PUBLIC ADDRESS

PUSH BUTTON STATION

QUARRY TILE

QUART

QUARTER ROUND

QUARTERS

RANGE

RECEIVER

RECEPTACLE

RECREATION

REFERENCE

REFRIGERATOR

REGISTER

REINFORCEMENT

REMOTE CONTROL

REMOVABLE

REQUIRED

RETURN AIR

REVISIONS

RISER

ROOF DRAIN

ROOM

ROUGH

ROUND

RUBBER

RUBBER BASE

SCHEDULE

SCREW

SCUTTLE

SECRETARY

SECTION

SEQUENCE

SHEATHING

SHEET

SIMILAR

SOUNDPROOF

SPEAKER

SPECIFICATIONS

SPLASH BLOCK

SQUARE

STAINLESS STEEL

STAIRWAY

STANDARD

STATION

STEEL

STONE

PLY WD

PT

PI

P

POL

PORC

LBS

PSF

PSI

PREFAB

PRV

PROJ

PA

PBS

Q.T.

QT

1/4 RD

QTERS

RGE

RCVR

RECP

RECR

REFR

REG

REINF

RC

REM

RA

REV

R

RM

RGH

RD OR O

RUB

RB

SCH

SCR

SCUT

SECY

SECT

SEQ

SHTHG

SIM

SPF

SPKR

SPL

SPEC

SB

S.ST.

STWY

STD

STA

STL

STN

STORAGE

STRINGER

STRUCTURAL

STRUCTURAL FACING UNIT

SUB FLOOR

SUPPLY AIR

SUSPENDED

SWITCH

SWITCHBOARD

SYMMETRICAL

STOR

STGR

STR

SFU

SUB FL

SA

SUSP

SW

SWBD

SYMM

TACK BOARD

TANGENT

TELEPHONE

TELEVISION

TEMPERATURE

TERMINAL

TERRAZZO

THERMOSTAT

THICK

THOUSAND

THOUSAND CIRCULAR MILLS

THRESHOLD

TOGGLE

TOILET

TOPOGRAPHY

TRANSFORMER

TYPICAL

UNDERGROUND

UNEXCAVATED

UNFINISHED

UNIT COOLER

UNIT HEATER

UNIT VENTILATOR

URINAL

UTILITY

VENT STACK

VENT THRU ROOF

VERTICAL

VINYL-WALL COVERING

VITRIFIED CLAY PIPE

VOLT

VOLUME

WALL HYDRANT

WARDROBE

WASTE STACK

WATER CLOSET

WATER PROOF

WATTHOUR METER

WEATHER PROOF

WEATHER STRIPPING

WEIGHT

WELDED WIRE FABRIC

WIDE FLANGE

WITH

WITHOUT

WOOD

WORK SHOP

WROUGHT IRON

YARD

YARD DRAIN

TBD

TAN.

TEL

TV

TEMP

TERM

TER

THERMO

THK

M

MCM

TH

TGL

TOIL.

TOPO

XFMR

TYP

UG

UL

UNEX

UNFIN

UC

UH

UV

UR

UT

VENT

VS

VTR

VERT

VC

VCP

V

VOL

WH

WRB

WS

WC

WPF

WHM

WP

WS

WT

WWF

WB

WF

W/

W/O

WD

WKS

W.I.

YD

Y.D.

COUNTERSUNK

COVERED

D.C.J.

EXIST.

E.W.C.

FIN.

FIRE HOSE CABINET

F.S.

FLG

FLASH.

FIX.

G.C.O.

HPW

H.PT.

INSUL.

LT. WT.

MET.

MC

NUMBER

PAN. B

d

REQ’D

SPECIAL

UNDERWRITERS’ LABORATORIES

WET BULB

BM

BRG

B.M.

BT

BIT

BLK

BLKG

BD

BOT

BDY

BRCG

BRKT

BRDG

BTU

BTUH

BLDG

BL

BATTEN INSULATION

BEAM

BEARING

BENCH MARK

BENT

BITUMINOUS

BLOCK

BLOCKING

BOARD

BOTTOM

BRACING

BRACKET

BRIDGING

BRITISH THERMAL UNIT

BTU PER HOUR

BUILDING

BUILDING LINE

CABINET

CABINET UNIT HEATER

CAPACITY

CARRIAGE

CAST IRON

CATCH BASIN

CEILING

CEILING VENT

CEMENT

CEMENT PLASTER

CENTER

CENTER LINE

CENTER TO CENTER

CERAMIC TILE

CHECKED

CIRCUIT

CIRCUIT BREAKER

CIRCULAR

CLEANOUT

CLOSED

CLOSET

COLD WATER

COLUMN

COMBINATION

COMMON

CAB

CUH

CLKG

CAP

CRG

CB

CLG

CV

CEM

CPL

CTR

CKD

CKT

CKT BKR

CIR

CO

CLOS

CLO

CW

COL

COMB

COM

CONNECTION

CONSTRUCTION

CONTINUOUS

CORNER

CORRIDOR

COUNTER

COMPF

COMP

CONC

CMU

CU

CONN

CONSTR

COR

CORR

CRES

COMPRESSIBLE

CONDENSING UNIT

CMP

CNTR

BOUNDARY

CTU

COMB.

CONT.

CONCRETE

BUILDING DIRECTORY BLDG. DIR

CERAMIC MOSAIC TILE CMT

CRS

DATUM OR DRYER

DOOR OPENING DO

EQUAL EQ

FEC

OPPOSITE HAND OPP. HD.

REGULAR

TREAD T

VINYL COMPOSITION TILE VCT

VINYL BASE VB

REG

SHT

CORNER GUARD CG

PANEL BOARD PNL BD

CONSTRUCTION JOINT CJ

C TO C

IRON

INCH

MAHOGANY MHGY

PLASTIC LAMINATE P. LAM.

CERAMIC TILE UNGLAZED

CHILLED WATER RETURN

CHILLED WATER SUPPLY

CHILLED WATER REVERSE RETURN

CWS

CWR

CWRR

DCW

DHWS

DHWR

EF

EXHAUST GRILL EG

EXHAUST REGISTER ER

FLUSH FLR. CLEAN OUT FFCO

HOT WATER SUPPLY HWS

HIGH PRESSURE WASHER

HOT WATER RETURN HWR

INFRA-RED HEATER IRH

GARBAGE DISPOSER GD

OPERATIONS OPS

OUTSIDE AIR OA

SPRAR UNIT SU

SR

SUPPLY DIFFUSER

SUPPLY REGISTER

TRANSFER DUCT TD

SUPPLY AIR FAN SAF

FAN COIL UNIT

RADIUS

RC

FC

HWRR

DOOR OPERATOR MOTOR DOM

WSAWEAPON STORAGE AREA

IN ACCORDANCE WITH

IESILLUMINATING ENG. SOCIETY

UNLESS NOTED OTHERWISE UNO

ENG.ENGINEERING

WATER ELEVATION

CHAIN LINK FENCE CLF

W.E.

DIAPHRAGM DIAPH KSIKIPS/SQUARE INCH

SOUTH S

SPACE HEATER SPH

SPACING

STFSTIFFENER

T.O.TOP OF

BOS

BOF

BOTTOM OF STEEL

BOTTOM OF FOOTING

FAR SIDE

HSBHIGH STRENGTH BOLT

MISSOURI MO

NSNEAR SIDE

P/SPRESTRESSED

SIDEWALK S/W

KILOWATT HOUR METER KWH

UNDERGROUND ELECTRIC UGE

HIGH-STRENGTH GYPSUM PLASTER

AMPERE

ANCHOR BOLT

ANGLE

APPROVED

APPROXIMATE

ARCHITECTURAL

AREA DRAIN

ASPHALT

AD

AP

ACST

ATC

AFF

AGG

A/C

ALT

AC

AL

ACSR

ASWG

AMP

AIC

AB

APPD

APPROX

ARCH

AD

ASPH

AVGAVERAGE

ACCESS DOOR

ABOVE FINISH FLOOR

AGGREGATE

AIR CONDITIONING

AIR HANDLING UNIT

ALTERNATE

ALTERNATING CURRENT

AMERICAN WIRE GAUGE

ACOUSTIC

ACCESS PANEL

ACOUSTICAL TILE CEILING

ALUMINUM

AHU

AFFF

ABOUT ABT

AUTOMATIC AUTO

AT @

STEEL REINFORCED

ALUMINUM CONDUCTOR

L

ELEC

EXHAUST FAN

FEET OR FINNED TUBE

F.S.

SQUADRON SQUAD

C.O.E.

AREA INLET AI

AVENUE AVE

BACK OF CURB BOC CI

C.I.

CURB INLET

CURB & GUTTER

CONTROL CTRL

DROP INLET DI

DUCTILE IRON D.I.

EDGE OF CURB EOC

EP

FLOWLINE F/L

GAS VALVE GV

GATE VALVE G.V.

GRAVEL GRVL

INVERT ELEVATION IE

ISINDUSTRIAL SEWER

MATCH EXISTING ME

MONO

MONMONUMENT

MONITORING WELL MW

OWSOIL WATER SEPARATOR

PIV

PROPPROPOSED

SANITARY SEWER SS

SSMH

STORM DRAIN SD

STORM DRAIN MANHOLE SDMH

TRAINING AREA TA

WATER PROOFING WPFG

WATER VALVE WV

RIGHT OF WAY ROW

ROAD RD

R.D.

EWEACH WAY

EFEACH FACE

FINISH FLOOR FF

INTERNATIONAL BUILDING CODE IBC

INTERCOM IC

INTERIOR INT

KILOWATTS

KSFKIPS/SQUARE FOOT

TOS

TOC

TABTOP AND BOTTOM

TOP OF CONCRETE

TOP OF STEEL

LLH

LLV

LONG - LEG HORIZONTAL

LONG - LEG VERTICAL

CT

GAUGE

HWHOT WATER

POINT OF TANGENCY POT

WWEST

UNITED STATES U.S.

HOT WATER REVERSE RETURN

BALL AND BURLAP B & B

USE IN PLACE UIP

POWER POLE PP

POWER LINE PL

WATER LINE WL

C.O.R.

REPRESENTATIVE

CONTRACTING OFFICER

CAPACITY (SYM RMS)

AMPS INTERRUPTING

RCB

RCP

HEPHORIZONTAL ELLIPTICAL PIPE

S.D.

TO BE REMOVED AND REPLACED TBR&R

CSO

POST INDICATOR VALVE

EMERGENCY EM

WATTAGE TAP TAP

SPDTSINGLE POLE DBL THROW

DOUBLE POLE SNGL THROW DPST

STRAND ST

FIBER OPTIC CABLE FOC

COMMUNICATIONS

COMBUSTION

COMM

SL

TEST PIT TP

SEISMIC SURVEY

HOAHANDS OFF AUTO

OSPOUTSIDE PLANT CABLE

TELE TERMINAL BOARD TTB

SCUPPER SCP

ROOF SCUTTLE R.S.

OVERHEAD

OVERFLOW SCUPPER OVSCP

VFDU

SHORT CIRCUIT RATING

INTERUPTING ELECTRICAL IESCR

FRAME OR FIRE RATED

MANAGEMENT

DIVISION OF INFORMATION DOIM

OH

AQUEOUS FILM-FORMING FOAM

AFGABOVE FINISH GRADE

RMCRIGID METAL CONDUIT

A

B

BATT

C

CAULKING

COMPOSITION FLOORING

CONDUIT (for raceway)

COMBINATION SEWER OUTFLOW

CORROSIVE RESISTANT STEEL

CONCRETE MASONRY UNITS

CORRUGATED METAL PIPE

CUBIC FEET PER MINUTE

CYCLES PER SECOND

CORPS OF ENGINEERS

D

DOMESTIC COLD WATER

DOMESTIC HOT WATER RETURN

DOMESTIC HOT WATER SUPPLY

DRINKING WATER DISPENSER

DRINKING FOUNTAIN

E

EDGE OF PAVEMENT

DRESSED & MATCHED

ELEVATION (GRADE or BLDG)

{ or CL

C. or CND

DIA or ~

D or DBL

F

G

H

I

J

K

O

N

L

P

M

Q

R

S

T

U

V

W

Y

ESTIMATED MAXIMUM DEMAND

FIRE EXTINGUISHER CABINET

FLOOR DRAIN OR FIRE DAMPER

CPS or

C&G

GWB

INV

FL

GRND

MAS

EL

MAT

NATIONAL ELECTRICAL CODE

PH or 0

PL or P

RAD or R

REF or RE:

SQ or I

REINFORCED CONCRETE BOX

REINFORCED CONCRETE PIPE

RADIATOR CONVECTOR

SANITARY SEWER MANHOLE

VENTILATION or VENTILATOR

SP

DRIVE UNIT

VARIABLE FREQUENCY

MANUFACTURERS’ ASSOCATION

NATIONAL ELECTRICAL

X

R J

A N

S E

N

M L

A R

S O

N

H

M

IL

D E

N B

E R

G E

R R

G I0

.D

G N

N /A

C

G A

R D

E N

D a te

US Army Corps of Engineers

Kansas City District

D e s c ri p ti o n

D a te

S y m b o l

A p p r.

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

Number:

Reference

Sheet

F il e N o

P lo t S c a le

D e s ig n e d B y

D ra w n B y

C h e c k e d B y

S u b m it te d B y

P N

F

Y

S A

N

IT

A R

Y S

E W

E R F

L O

W D

IV

E R

S

IO

N

F O

R T R

IL

E Y

K A

N S

A S

F E

B R

U A

R Y

WATERLINE

SANITARY SEWER

CURB INLET

AREA INLET

FIRE HYDRANT

OR SERVICE STOP & BOX

SS

EXISTING

CIVIL LEGEND

BUILDINGS

ROADS

CURB & GUTTER

WALKS

CULVERT

STORM DRAIN

W

WASTE DRAINWD WD

PIV PIV

POST INDICATOR VALVE

MTMT

CONTOURS

SPOT GRADE ELEVATIONS

DIRECTION OF DRAINAGE

SUBDRAIN

SUBDRAIN OUTLET LINE

RAILROAD

DRILL HOLE

UNDERGROUND STEAM SUPPLY

22 12

772772

US US

GATE VALUE & VALVE BOX

DEPENDING ON TYPE OF UTILITY LINE

MANHOLE SELF EXPLANATORY

PROPERTY LINE MONUMENT

DETAIL NUMBER

SYMBOL IDENTIFICATION

PARTITION NO.

WHERE DETAIL IS TAKEN

SHEET NUMBER OF DWG.

LEVEL LINE

DOOR NO.123

102 ROOM & AREA NO.

A WINDOW TYPE

A LOUVER TYPE

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE

2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY

3. EXISTING FACILITIES TO BE REMOVED ARE INDICATED BY USE

PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS TO THE

EXTENT APPLICABLE.

APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC

CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

OF THESE SYMBOLS AND HACHURED THUSLY OR

GENERAL NOTES

INTERIOR VIEW NUMBER

EXTERIOR VIEW LETTER

DETAIL IS SHOWN

SHEET NUMBER OF DWG. WHERE

WHERE VIEW IS TAKEN

SHEET NUMBER OF DWG.

VIEW IS SHOWN

SHEET NUMBER OF DWG. WHERE

WHERE VIEW IS TAKEN

SHEET NUMBER OF DWG.

VIEW IS SHOWN

SHEET NUMBER OF DWG. WHERE

SECTION IS SHOWN

SHEET NUMBER OF DWG. WHERE

WHERE SECTION IS TAKEN

SHEET NUMBER OF DWG.

SECTION LETTER

A

B

B

A2

A2

A2

A2

A5

A5

A5

A5

SD SD

FIRE PROTECTION WATERLINE

GAS

GAS MAIN

G G

GAS MAIN GAS MAIN

FWFW

GAS METER

M

GAS METER

WATER

DITCH

GAS

SANITARY SEWER

OVERHEAD ELEC

UNDERGROUND ELEC

FENCE

TREE LINE

ELEC. MANHOLE

FIRE HYDRANT

GAS VALVE

POWER POLE

POWER POLE W/TRANSFORMER

POWERPOLE W/ST. LIGHT

STORM DRAIN

STREET LIGHT

SANITARY SEWER MANHOLE

TELEPHONE JUNCTION BOX

TREE

WATER VALVE

GUY

MARKER SIGN

GAS METER

TELEPHONE MANHOLE

WATER METER

REBAR MARKER

CHISELED MARKER

GM

GV

T

FH

SD

EM

WM

S

WV

T

DRILL HOLE

W

G G

SS SS

X

C

S

UTILITY LINE CONTINUES

SURVEY MONUMENT

NOTED "TO BE REMOVED"(TBR).

PROPOSED

SDSTORM DRAIN

TRAIL

FLAME RANGE PIT

RANGE FEATURE

TRANSFORMER

SILT FENCE

SURVEY LEGEND

SHEET NAMING LEGEND

BE

CS

CU

SE

INDEX/LEGEND SHEETS

GEOTECHNICAL, BORINGS

CIVIL SITE

CIVIL UTILITIES

STRUCTURAL ELEMENTS

TABLE 2: DISCIPLINE DESIGNATOR

A_SE101SAMPLE SHEET NAME:

BUILDING OR FEATURE DESIGNATOR (SEE TABLE 1)

2-DIGIT DISCIPLINE DESIGNATOR (SEE TABLE 2)

1-DIGIT SHEET TYPE DESIGNATOR (0-9)

2-DIGIT SHEET SEQUENCE (00-99)

CADD FILE NAMING LEGEND

SAMPLE CADD FILE NAME:

BUILDING OR FEATURE DESIGNATOR (SEE TABLE 1)

2-DIGIT SHEET SEQUENCE (00-99)

1-DIGIT SHEET TYPE DESIGNATOR (0-9)

3-DIGIT PROJECT CODE (TRI-SERVICE STANDARD)

VOLUME DESIGNATOR CODE (DISTRICT STANDARD)

2-DIGIT DISCIPLINE DESIGNATOR (SEE TABLE 2)

R49V3_G-004

X

EX EX

UUNDERGROUND COMMUNICATIONS

CD CIVIL DEMOLITION

X

U E G-

ES ELECTRICAL SITE

X

R J

A N

S E

N

M L

A R

S O

N

H

M

IL

D E

N B

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G E

R R

G I0

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G N

N /A

L E

G E

N D

GI004

C

G A

R D

E N

D a te

US Army Corps of Engineers

Kansas City District

D e s c ri p ti o n

D a te

S y m b o l

A p p r.

K A

N S

A S C

IT

Y

M

IS

S O

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IS

T R

IC

T

C A

D D F il e N a m e

Number:

Reference

Sheet

F il e N o

P lo t S c a le

D e s ig n e d B y

D ra w n B y

C h e c k e d B y

S u b m it te d B y

P N

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K A

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A S

F E

B R

U A

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E OVERHEAD ELECTRICAL 12.47 KV PRIMARY

EXTERIOR ELECTRICAL SYMBOLS

EXISTING NEW

E

OVERHEAD ELECTRICAL DEMOLITION AND REMOVAL

GUY

AERIAL TELEPHONE CABLES

AERIAL PRIMARY CONDUCTORS

NO. XX

POLE, SUBSCRIPT IS ARBITRARY NUMBERING SCHEME.

Republican iver

RES

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PADDOCK RD

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C A

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FI

C

RAI

LROAD

F

S

FOURTH

RST

I S T

B U F F

A

L D

IE

IV

E

H

S

T

FOURTH

SECOND

ST

UNI

ON

P

ACI

FI

C

RAI

LROAD

I S T

C la e

ES

ER

V

AT

IO

N

B

O U

N D

AR

Y

R

ES

ER

V

AT

IO

N

B

O U

N D

AR

NI

NTH

ST

TENTH

ST

ELEVENTH

ST

TW

ELF

TH

ST

I S T

Kansas River

RIL

EY

COUNTY

GEARY

COUNTY

K

S

T

L

S

T

L

S

SI

XTH

S

T

FOURTH

ST

FTH

SEVENTH

NI

NTH

S E

R V

A T

U N

D A

S E

R V

A T

U N

D A

R Y

U N

C

IL

R O

A D

UNI

ON

PACI

FI

C

RAI

LROAD

HUEBNER

RD

F O

U R

X

T E

N S

IO

N

SECOND

S

T

S E

R V

A T

U N

D A

R Y

R E S E

R V

A T

U N

D A

ER

V

AT

IO

N

B

O U

N D

AR

Y

R

ES

ER

V

AT

U N

D A

P A

S

E R

V A T

U N

D A

R Y

R E S

E R

V A T

U N

D A

RI

LEY

UNTY

GEARY

UNTY

R

EY

U N T

Y

G

EAR

U N

.S

H

IG

H W

FORESTATION

AREA

OBSTACLE

COURSE

R e p u b lic a n

River

RIFLE RANGE RD

R I F L E

R A N G E

R D

T A

N K

T

R A

IL

P

U R P

S

E R

V A

T

U N

D A

R Y

RES

ERVATION

BOUNDARY

T H

U N

D

A D

A R

C A

IA

IV

E

THUNDER ROAD

R O

U S

T A

B O

A D

D A

K O

IV

E

C A

IV

E

J E

N N

Y

P O T

O M

P R

IN

C E C

T

RIDING CLUB

FORT RILEY

IG

H W

O L D

U S

H

IG

H W

A Y

F o u r m il e

C r e e k

C r e e k

D ix on

RILEY CO

GEARY CO

BACKSTOP RIDGE

B R

E A

K N

E C

K

C A

N Y

O N

O L

D

RIFLE RANGE RD

T A

N K

T

R A

IL

P

U R P

S E

R V

A T

U N

D A

R Y

G O

V E

R N

O R

H A

R V

E Y

C A

N Y

O N

R D

O L

D

H

IG

H W

A Y

F o u r m il e

C r e e k

F o u r m il e

C r e e k

G E

A

R

IL

ESTES RD

M a in t a in e d

T r a in in g

T r a il

ER

V

AT

IO

N

B

O U

N D

AR

Y

R E S

E R

V A T

U N

D A

SADDLE

BACK

TAYLOR

POINT

WOLF

CANYON

DEEP

CANYON

22ND

BATTERY

HILL

Forsy th

C reek

C r e e k

Threemile

CARPENTER

HILL

LANDFILL

SANITARY

Ma int ain ed T ra ini ng R d

TANK

TRAIL

Y

ELLOW

TANK TRAIL YELLOW

M a in ta in e d

T ra in in g

R d

Creek

VINTON SCHOOL RD

RANGE 34

VINTON SCHOOL RD

TANK TRAIL YELLOW

TANK TRAIL YELLOW

HILL

SUMNER

HILL

RODNEY

HILL

CAMPBELL

QUARRY

C A

M P

B E

L L

CEMETERY

PATRICKS

SAINT

OGDEN

H

S U

M N

CITY OF

Ri ver

Ka ns as

O ld

Channe l

M A

L L

O N

T A

A

IL

TANK TRAIL YELLOW

TANK TRAIL YELLOW

M A

L L

S

E R

V A T

U N

D A

S

E R

V A

T

U N

D A

R Y

C reek

CAMPBELL

HILL ROAD

VINTON SCHOOL RD

TANK TRAIL YELLOW

M a in ta in e d

T ra in in g

R d

Maintained Training Rd

RESERVATION BOUNDARY

Maintained Training Rd

VINTON

SCHOOL RD

M a in t a in a in in g

EISENHOWER ST

INTERSTATEINTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

D a te

US Army Corps of Engineers

Kansas City District

D e s c ri p ti o n

D a te

S y m b o l

A p p r.

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

Number:

Reference

Sheet

F il e N o

P lo t S c a le

D e s ig n e d B y

D ra w n B y

C h e c k e d B y

S u b m it te d B y

P N

F

Y

S A

N

IT

A R

Y S

E W

E R F

L O

W D

IV

E R

S

IO

N

F O

R T R

IL

E Y

K A

N S

A S

F E

B R

U A

R Y

FT. RILEY

GI005

N A

R

G I0

.d g n

L O

C A

T

IO

N A

N D V

IC

IN

IT

Y M

A P

R J

A N

S E

N

R J

A N

S E

N

C

G A

R D

E N

H

M

IL

D E

N B

E R

G E

R

EXCAVATED ROCK

STOCKPILE AREA FOR

FOR EXCAVATED ROCK

STOCKPILE AREA

ENTRANCE TO

BORROW AREA

CAMP FUNSTON

NEBRASKA

KANSAS

IOWA

MISSOURI

SALINA

TOPEKA

CITY

KANSAS

LOUIS

ST.

OMAHA

MOINES

DES

SITE

PROJECT

& HAUL ROUTES

CONTRACTOR ACCESS

BORROW AREA

TRAINING AREA 6

BORROW MATERIAL IS AVAILABLE TO BE USED IN THE ORDER LISTED:

BORROW AREA NOTES:

COMPLETION BY THE CONTRACTOR OR AS DIRECTED BY THE INSTALLATION

OF REMOVING MATERIAL. THE SITE IS TO BE SEEDED AND MULCHED UPON

EROSION CONTROL AND CLEAN UP AND SMOOTH GRADE SITE UPON COMPLETION

IF A BORROW SITE IS UTILIZED, THE CONTRACTOR IS TO INSTALL SUFFICIENT

AND FT RILEY BORROW AREA MANAGER.

PRIOR TO COMMENCING BORROW ACTIVITIES, COORDINATE WITH THE COR

2. TRAINING AREA 6 (SOUTH)

1. CAMP FUNSTION

K -1

T O I -7

T O M

A N

H A T T

A N

E X

IT

te

US Army Corps of Engineers

Kansas City District

D e s c ri p ti o n

D a te

S y m b o l

A p p r.

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

Number:

Reference

Sheet

F il e N o

P lo t S c a le

D e s ig n e d B y

D ra w n B y

C h e c k e d B y

S u b m it te d B y

P N

F

Y

S A

N

IT

A R

Y S

E W

E R F

L O

W D

IV

E R

S

IO

N

F O

R T R

IL

E Y

K A

N S

A S

F E

B R

U A

R Y

S J

IR

O U

S E

K

X

B-201

D D

E T

A C

H E

D B

O R

IN

G L

O G

S

R

W O

O D

Y

M L

A R

S O

N

K

O L

D E

R

N /A

R

B -2

.D

G N

WELL GRADED GRAVEL WITH

SILT, DRY, TAN, Road

Embankment Fill

A-14-01; 1286.15; 1/9/2014

Auger Refusal

TOPSOIL, HARD, DRY, DARK

BROWN,

SILTY GRAVEL, DRY, YELLOWISH

BROWN TO GREY,

AD-12-07; 1277; 1/16/2013

Auger Refusal

LEAN CLAY, STIFF, DAMP,

BROWN,

LIMESTONE, GREY, (ft. Riley Mbr.)

HIGHLY WEATHERED

LIMESTONE, TAN, (ft. Riley Mbr.)

LIMESTONE, MODERATELY HARD,

THIN TO THICK BEDDED, DENSE,

GREY TO YELLOW GREY,

PITTED TO VUGGY, (ft. Riley Mbr.)

SHALE, SOFT, PARTING, DENSE,

YELLOW BROWN TO TAN, (ft.

Riley Mbr.)

SHALE, SOFT TO MODERATELY

HARD, PARTING TO BANDED,

DENSE, OLIVE GREEN BROWN,

(ft. Riley Mbr.)

SHALE, SOFT TO MODERATELY

HARD, PARTING TO BANDED,

DENSE, TAN TO YELLOW

BROWN, (ft. Riley Mbr.)

SHALE, MODERATELY HARD,

PARTING TO BANDED, DENSE,

TAN, (ft. Riley Mbr.)

SHALE, MODERATELY HARD,

PARTING, DENSE, GREY, (oketo

Shale)

LIMESTONE, PARTING, DENSE,

GREY, PITTED TO VUGGY,

(florence Limestone)

ADC-13-01; 1282.111; 5/21/2013

No Refusal

R

FILL, MEDIUM, MOIST TO WET,

MOTTLED YELLOW-BROWN, Silty

Fat Clay

FILL, MEDIUM TO STIFF, DAMP,

MEDIUM BROWN, Silty Fat Clay

INTERBEDDED LS & SH, SOFT TO

MODERATELY HARD, PARTING,

FINELY CRYSTALLINE, BUFF TO

YELLOW-BROWN,

ADU-01-86; 1237; 1/9/2002

FAT CLAY, MEDIUM, DAMP TO

MOIST, DARK BROWN,

FAT CLAY, STIFF, DAMP, DARK

BROWN,

WELL GRADED SAND, LOOSE,

DRY TO DAMP, YELLOW TO

LIGHT BROWN,

CLAYEY GRAVEL, MEDIUM DENSE

TO DENSE, WET, BROWN

YELLOW TO LIGHT GREY,

FAT CLAY WITH GRAVEL,

MEDIUM, WET, LIGHT GRAY,

LIMESTONE, MODERATELY HARD,

MEDIUM BEDDED, FINE GRAINED,

LIGHT GREY, OCC PITTED,

LIMESTONE, MODERATELY HARD,

MEDIUM TO THICK BEDDED, FINE

GRAINED, DARK BLUISH GRAY TO

DARK GREY,

ADUC-01-89; 1236; 12/13/2001

No Refusal

Detached Boring Logs

Lithology Graphics

A-14-01

Borehole

Number

Explanation

Fill (made ground) Topsoil GM - USCS Silty Gravel CL - USCS Low Plasticity

Clay

Limestone Limestone-Highly

Weathered Shale

Interbedded Thin Limestone and Shale

CH - USCS High Plasticity

Clay

SW - USCS Well-graded

Sand GC - USCS Clayey Gravel

Borehole

Lithology

TYPE OF EXPLORATION

D e p th

(f t)

Fort Riley

SPT N-value Water Level Reading after drilling.

Water Level Reading at time of drilling.

O L

D

X

D E

T A

C H

E D

D

E P

T H

F

T R

IL

E Y S

E W

E R D

IV

E R

S

IO

N F

Y .G

P J

/1

/1

Moisture Content %

Plasticity Index

Liquid Limit

% Passing #200 15

NOTE: REFER TO SHEETS CU301 AND CU302 FOR BORING LOCATIONS

20 2140- 77.5%

Elevation

Ground Date

Drilled

DRIVE SAMPLE HOLE, Split tube sample barrel

CORE HOLE

TEST PIT (includes power auger 0.6m or larger diameter)

UNDISTURBED SAMPLE HOLE

AUGER HOLE (hand or power auger less than 0.6m diameter) NOT SAMPLED (field classification from cuttings only)

FIELD SECTION OF OUTCROP

PERMANENT PIEZOMETER

D C

TP

U A

NS

FS

P

R

[77]

STP REFUSAL

[77]

[99]

[100]

[34]

[65]

[28]

[57]

[100]

[100]

Auger Refusal

1286.15 1/9/2014

ROCK QUALITY DESIGNATION (RQD) IN %

te

US Army Corps of Engineers

Kansas City District

D e s c ri p ti o n

D a te

S y m b o l

A p p r.

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

Number:

Reference

Sheet

F il e N o

P lo t S c a le

D e s ig n e d B y

D ra w n B y

C h e c k e d B y

S u b m it te d B y

P N

F

Y

S A

N

IT

A R

Y S

E W

E R F

L O

W D

IV

E R

S

IO

N

F O

R T R

IL

E Y

K A

N S

A S

F E

B R

U A

R Y

S J

IR

O U

S E

K

X

B-202

R

W O

O D

Y

M L

A R

S O

N

K

O L

D E

R

N /A

R

B -2

.D

G N

D E

T A

C H

E D B

O R

IN

G L

O G

S

A-13-03

Borehole

Number

Explanation

Borehole

Lithology

TYPE OF EXPLORATION

SPT N-value Water Level Reading after drilling.

Water Level Reading at time of drilling.

Moisture Content %

Plasticity Index

Liquid Limit

% Passing #200 1520 2140- 77.5%

Elevation

Ground Date

Drilled

5/22/20131296.5

DRIVE SAMPLE HOLE, Split tube sample barrel

CORE HOLE

TEST PIT (includes power auger 0.6m or larger diameter)

UNDISTURBED SAMPLE HOLE

AUGER HOLE (hand or power auger less than 0.6m diameter) NOT SAMPLED (field classification from cuttings only)

FIELD SECTION OF OUTCROP

PERMANENT PIEZOMETER

D C

TP

U A

NS

FS

P

FAT CLAY, STIFF, DAMP, RED

BROWN,

FAT CLAY, STIFF, DAMP, RED

BROWN,

A-13-03; 1296.494; 5/22/2013

Auger Refusal

WELL GRADED GRAVEL WITH

SILT, DRY, TAN, Road

Embankment Fill

SILT, MOIST, OLIVE BROWN,

LEAN CLAY, MOIST, OILVE

GREEN,

A-14-02; 1278.4; 1/9/2014

No Refusal

FAT CLAY, STIFF, DAMP, BROWN

TO RED BROWN,

SHALE, SOFT, PARTING, FINE

GRAINED, YELLOWISH BROWN,

SHALE, SOFT TO MODERATELY

HARD, PARTING TO THIN

BEDDED, FINE GRAINED, YELLOW

TO GREENISH GREY,

INTERBEDDED LS & SH, SOFT TO

MODERATELY HARD, PARTING

TO THIN BEDDED, FINE GRAINED,

GREENISH GREY,

AD-01-107; 1262; 1/17/2002

No Refusal

R

TOPSOIL, HARD, DRY, DARK

BROWN,

LIMESTONE, MODERATELY HARD,

YELLOWISH BROWN TO GRAY,

SHALE, SOFT, PARTING, VERY

FINE GRAINED,

AD-12-08; 1285; 1/16/2013

SPT Refusal

TOPSOIL, DRY, BROWN,

SILT, LOOSE, DRY, BROWN,

LEAN CLAY, MEDIUM, DRY TO

DAMP, DARK BROWN,

SILT, DRY, TAN,

LEAN CLAY WITH GRAVEL, HARD,

DRY TO DAMP, BROWN,

LIMESTONE, (ft Riley Mbr)

LIMESTONE, HARD, MASSIVE,

DENSE, GREY, VUGGY &

PITTED, (ft Riley Mbr)

LIMESTONE, MODERATELY HARD

TO HARD, MEDIUM BEDDED,

DENSE, GREY, (ft Riley Mbr)

ARGILLACEOUS LS,

MODERATELY HARD, THICK

BEDDED, DENSE, GREY, VUGGY

& PITTED, (ft Riley Mbr)

LIMEY SHALE, MODERATELY

HARD, MASSIVE, DENSE, GREY,

VUGGY, (ft Riley Mbr)

ARGILLACEOUS LS,

MODERATELY HARD TO HARD,

MASSIVE, DENSE, GREY, VUGGY

& PITTED, (ft Riley Mbr)

ADC-13-02; 1265; 5/14/2013

SPT Refusal at 6.8’

Detached Boring Logs

Lithology Graphics

CH - USCS High Plasticity

Clay Fill (made ground) ML - USCS Silt

CL - USCS Low Plasticity

Clay

Shale Interbedded Thin Limestone and Shale Topsoil Limestone

Argillaceous Limestone Limey Shale

D e p th

(f t)

Fort Riley

O L

D

X

D E

T A

C H

E D

D

E P

T H

F

T R

IL

E Y S

E W

E R D

IV

E R

S

IO

N F

Y .G

P J

/1

/1

[100]

[94]

NOTE: REFER TO SHEETS CU302 AND CU303 FOR BORING LOCATIONS

R STP REFUSAL

[77]ROCK QUALITY DESIGNATION (RQD) IN %

te

US Army Corps of Engineers

Kansas City District

D e s c ri p ti o n

D a te

S y m b o l

A p p r.

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

Number:

Reference

Sheet

F il e N o

P lo t S c a le

D e s ig n e d B y

D ra w n B y

C h e c k e d B y

S u b m it te d B y

P N

F

Y

S A

N

IT

A R

Y S

E W

E R F

L O

W D

IV

E R

S

IO

N

F O

R T R

IL

E Y

K A

N S

A S

F E

B R

U A

R Y

S J

IR

O U

S E

K

X

B-203

R

W O

O D

Y

M L

A R

S O

N

K

O L

D E

R

N /A

R

B -2

.D

G N

D E

T A

C H

E D B

O R

IN

G L

O G

S

Auger

Refusal at 17.3’

A-14-03

Borehole

Number

Explanation

Borehole

Lithology

TYPE OF EXPLORATION

SPT N-value Water Level Reading after drilling.

Water Level Reading at time of drilling.

Moisture Content %

Plasticity Index

Liquid Limit

% Passing #200 1520 2140- 77.5%

Elevation

Ground Date

Drilled

5/22/20131296.5

DRIVE SAMPLE HOLE, Split tube sample barrel

CORE HOLE

TEST PIT (includes power auger 0.6m or larger diameter)

UNDISTURBED SAMPLE HOLE

AUGER HOLE (hand or power auger less than 0.6m diameter) NOT SAMPLED (field classification from cuttings only)

FIELD SECTION OF OUTCROP

PERMANENT PIEZOMETER

D C

TP

U A

NS

FS

P

FAT CLAY, MOIST, DARK BROWN

TO BLACK,

A-14-03; 1292.2; 1/7/2014

Auger Refusal

FILL, DRY, DARK BROWN, Lean

Clay

LEAN CLAY, DRY TO MOIST,

REDDISH BROWN,

A-14-04; 1319; 1/7/2014

No Refusal

LEAN CLAY, STIFF, DAMP, RED

BROWN,

AD-13-06; 1298.02; 5/20/2013

No Refusal

TOPSOIL, DRY TO DAMP, BROWN,

LEAN CLAY, SOFT, DAMP,

BROWN,

FAT CLAY, VERY STIFF, DRY,

BROWN,

SILTY CLAY, VERY STIFF, DRY,

GREY AND LIGHT BROWN,

SILT, MEDIUM DENSE, DRY, TAN,

LIMESTONE, MODERATELY HARD

TO HARD, THIN TO MEDIUM

BEDDED, DENSE, TAN, VUGS

AND PITS, (towanda Limestone)

ARGILLACEOUS LS, SOFT TO

MODERATELY HARD, THIN TO

MEDIUM BEDDED, DENSE, TAN,

VUGS AND PITS, (towanda

Limestone)

LIMESTONE, MODERATELY HARD

TO HARD, THIN TO MEDIUM

BEDDED, DENSE, TAN, VUGS

AND PITS, (towanda Limestone)

ARGILLACEOUS LS, SOFT,

MEDIUM BEDDED, DENSE, TAN,

PITS, (holmesville Shale)

HIGHLY WEATHERED SHALE,

SOFT, PARTING, DENSE, GREY,

(holmesville Shale)

LIMESTONE, HARD, THIN

BEDDED, DENSE, TAN, PITS,

(holmesville Shale)

HIGHLY WEATHERED SHALE,

VERY SOFT TO SOFT, PARTING,

DENSE, GREY, (holmesville Shale)

ARGILLACEOUS LS, SOFT TO

MODERATELY HARD, PARTING

TO THIN BEDDED, DENSE, GREY

AND TAN, (holmesville Shale)

HIGHLY WEATHERED SHALE,

VERY SOFT TO SOFT, PARTING,

DENSE, GREY, (holmesville Shale)

ARGILLACEOUS LS, SOFT TO

MODERATELY HARD, THIN

BEDDED, DENSE, TAN TO GREY,

VUGS AND PITS, (holmesville

Shale)

ADC-13-04; 1308.247; 5/14/2014

LEAN CLAY, SOFT, MOIST, VERY

DARK BROWN.,

FAT CLAY, STIFF, MOIST,

RED-BROWN,

TP-06-119; 1303; 11/6/2006

No Refusal

Detached Boring Logs

Lithology Graphics

CH - USCS High Plasticity

Clay Fill (made ground)

CL - USCS Low Plasticity

Clay Topsoil

ML - USCS Silt Limestone Argillaceous Limestone Shale - Weathered

Shale

D e p th

(f t)

Fort Riley

O L

D

X

D E

T A

C H

E D

D

E P

T H

F

T R

IL

E Y S

E W

E R D

IV

E R

S

IO

N F

Y .G

P J

/1

/1

NOTE: REFER TO SHEETS CU303 AND CU304 FOR BORING LOCATIONS

[46]

[56]

[87]

[70]

[72] te

US Army Corps of Engineers

Kansas City District

D e s c ri p ti o n

D a te

S y m b o l

A p p r.

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

Number:

Reference

Sheet

F il e N o

P lo t S c a le

D e s ig n e d B y

D ra w n B y

C h e c k e d B y

S u b m it te d B y

P N

F

Y

S A

N

IT

A R

Y S

E W

E R F

L O

W D

IV

E R

S

IO

N

F O

R T R

IL

E Y

K A

N S

A S

F E

B R

U A

R Y

S J

IR

O U

S E

K

X

B-204

R

W O

O D

Y

M L

A R

S O

N

K

O L

D E

R

N /A

R

B -2

.D

G N

D E

T A

C H

E D B

O R

IN

G L

O G

S

A-14-05

Borehole

Number

Explanation

Borehole

Lithology

TYPE OF EXPLORATION

SPT N-value Water Level Reading after drilling.

Water Level Reading at time of drilling.

Moisture Content %

Plasticity Index

Liquid Limit

% Passing #200 1520 2140- 77.5%

Elevation

Ground Date

Drilled

1302.7

DRIVE SAMPLE HOLE, Split tube sample barrel

CORE HOLE

TEST PIT (includes power auger 0.6m or larger diameter)

UNDISTURBED SAMPLE HOLE

AUGER HOLE (hand or power auger less than 0.6m diameter) NOT SAMPLED (field classification from cuttings only)

FIELD SECTION OF OUTCROP

PERMANENT PIEZOMETER

D C

TP

U A

NS

FS

P

LEAN CLAY, MOIST, DARK

BROWN TO BLACK,

LEAN CLAY, MOIST, REDDISH

BROWN,

FAT CLAY, MOIST, REDDISH

BROWN,

SILT, MOIST, REDDISH TAN,

SILTY CLAY, DRY, YELLOWISH

BROWN,

A-14-05; 1302.7; 1/8/2014

No Refusal

FILL, TAN AND BLACK, Limestone

Gravel And Asphalt

FAT CLAY, STIFF, DRY TO DAMP,

DARK BROWN,

GRAVELLY LEAN CLAY, VERY

STIFF, DRY TO DAMP, TAN,

AD-13-05; 1300.796; 5/16/2013

Auger Refusal at 7.7’

POORLY GRADED GRAVEL,

LEAN CLAY, STIFF, DAMP, RED

BROWN,

LEAN CLAY, STIFF, DAMP, RED

BROWN,

AD-13-07; 1314.524; 5/20/2013

No Refusal

R

TOPSOIL, MEDIUM TO STIFF,

MOIST, DARK BROWN,

FAT CLAY, VERY STIFF, MOIST,

REDDISH BROWN,

FAT CLAY, VERY STIFF, MOIST,

VARIEGATED COLOR,

HIGHLY WEATHERED

LIMESTONE, MODERATELY HARD,

D-06-57; 1315; 1/11/2007

No Refusal

29.9 5675

LEAN CLAY, MEDIUM, MOIST,

VERY DARK BROWN.,

FAT CLAY, STIFF TO VERY STIFF,

MOIST, BROWN TO RED-BROWN,

FAT CLAY, MEDIUM, MOIST,

LIGHT GRAY,

HIGHLY WEATHERED

LIMESTONE, MODERATELY HARD,

THIN BEDDED, VERY FINE

GRAINED, LIGHT GREEN-GRAY,

TP-06-120; 1302; 11/6/2006

No Refusal

Detached Boring Logs

Lithology Graphics

CL - USCS Low Plasticity

Clay

CH - USCS High Plasticity

Clay ML - USCS Silt

Topsoil

D e p th

(f t)

Fort Riley

O L

D

X

D E

T A

C H

E D

D

E P

T H

F

T R

IL

E Y S

E W

E R D

IV

E R

S

IO

N F

Y .G

P J

/1

/1

FILL, MOIST, REDDISH BROWN,

Fat Clay

SILTY CLAY, DRY, YELLOWISH

BROWN,

A-14-06; 1301.8; 1/8/2014

Auger Refusal

FAT CLAY, MOIST, DARK BROWN

TO BLACK,

FAT CLAY, MOIST, REDDISH

BROWN,

A-14-07; 1292.95; 1/8/2014

Auger Refusal

LEAN CLAY, MEDIUM, MOIST,

VERY DARK BROWN,

FAT CLAY, STIFF, MOIST, BROWN,

FAT CLAY, VERY STIFF, MOIST,

RED-BROWN,

FAT CLAY, STIFF, MOIST, WHITE

AND BROWN LAYERS.,

TP-06-121; 1308; 11/6/2006

No Refusal

19.1 1030

LEAN CLAY, MEDIUM, MOIST,

VERY DARK BROWN,

HIGHLY WEATHERED

LIMESTONE, SOFT TO

MODERATELY HARD, THIN TO

MEDIUM BEDDED, FINE GRAINED,

YELLOW-BROWN, POROUS,

SHALE, SOFT, THIN BEDDED,

FINE GRAINED, YELLOW-BROWN,

HIGHLY WEATHERED SHALE,

SOFT, THIN BEDDED, FINE

GRAINED, YELLOW-BROWN,

SHALE, SOFT TO MODERATELY

HARD, THIN BEDDED, FINE

GRAINED, OLIVE DRAB

(GREEN-GRAY-BROWN),

TP-06-122; 1286; 11/6/2006

No Refusal

24.8 1031

LEAN CLAY, SOFT, MOIST, VERY

DARK BROWN,

HIGHLY WEATHERED

LIMESTONE, MODERATELY HARD,

MEDIUM BEDDED, FINE GRAINED,

GRAY AND YELLOW-BROWN,

HIGHLY WEATHERED SHALE,

SOFT, THIN BEDDED, FINE

GRAINED, YELLOW-BROWN,

TP-06-123; 1272; 11/6/2006

No Refusal

Limestone-Highly

Weathered

Fill (made ground)

Shale - Weathered

Shale 1/8/2014

NOTE: REFER TO SHEETS CU304 THROUGH CU306 FOR BORING LOCATIONS

te

US Army Corps of Engineers

Kansas City District

D e s c ri p ti o n

D a te

S y m b o l

A p p r.

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

Number:

Reference

Sheet

F il e N o

P lo t S c a le

D e s ig n e d B y

D ra w n B y

C h e c k e d B y

S u b m it te d B y

P N

F

Y

S A

N

IT

A R

Y S

E W

E R F

L O

W D

IV

E R

S

IO

N

F O

R T R

IL

E Y

K A

N S

A S

F E

B R

U A

R Y

S J

IR

O U

S E

K

X

B-205

R

W O

O D

Y

M L

A R

S O

N

K

O L

D E

R

N /A

R

B -2

.D

G N

D E

T A

C H

E D B

O R

IN

G L

O G

S

FILL, MOIST, DARK BROWN TO

BLACK, Gravelly Lean Clay

FILL, MOIST, REDDISH BROWN TO

YELLOW BROWN, Lean Clay

FILL, DRY, REDDISH BROWN TO

BROWN, Lean Clay

LEAN CLAY, MOIST, REDDISH

BROWN,

SILTY CLAY, DRY, YELLOWISH

BROWN,

A-14-08; 1195; 1/8/2014

No Refusal

FILL, MOIST, DARK BROWN TO

BLACK, Gravelly Lean Clay

LEAN CLAY, MOIST, REDDISH

BROWN,

A-14-09; 1074.8; 1/8/2014

No Refusal

TOPSOIL, MEDIUM, MOIST,

BLACK,

POORLY GRADED GRAVEL WITH

CLAY, DENSE, MOIST, LIGHT

GRAY TO DARK BROWN,

LIMESTONE, MODERATELY HARD,

THICK BEDDED, DENSE, LIGHT

GRAY, VUGGY & PITTED,

ARGILLACEOUS LS, SOFT,

BANDED TO THIN BEDDED,

DENSE, GRAY,

LIMESTONE, MODERATELY HARD,

THICK BEDDED, DENSE, LIGHT

GRAY,

INTERBEDDED LS & SH, SOFT,

BANDED, DENSE, LIGHT GRAY TO

TAN,

ARGILLACEOUS LS,

MODERATELY HARD, THICK

BEDDED, DENSE, DARK GRAY,

LIMESTONE, MODERATELY HARD,

THIN TO THICK BEDDED, LIGHT

GRAY,

LIMESTONE, MODERATELY HARD,

THIN TO THICK BEDDED, DENSE,

LIGHT GRAY,

ARGILLACEOUS LS,

MODERATELY HARD, THICK

BEDDED, FINE GRAINED, LIGHT

GRAY TO BROWN GRAY,

SHALE, SOFT, THIN BEDDED,

FINE GRAINED, DARK GRAY TO

GRAY BROWN,

SHALE, SOFT TO MODERATELY

HARD, THICK BEDDED, VERY FINE

GRAINED, DARK GRAY TO LIGHT

GRAY AND RED,

AC-06-59; 1253; 1/10/2007

No Refusal

TOPSOIL, MEDIUM TO STIFF,

MOIST, DARK BROWN,

FAT CLAY, STIFF, MOIST,

REDDISH BROWN,

HIGHLY WEATHERED

LIMESTONE, VERY SOFT, VERY

FINE GRAINED, WHITE TO

BROWN,

INTERBEDDED LS & SH, LIGHT TO

DARK GRAY AND YELLOW.,

ARGILLACEOUS LS, SOFT TO

MODERATELY HARD, PARTED TO

BANDED, TAN,

ARGILLACEOUS LS,

MODERATELY HARD, THIN TO

THICK BEDDED, DENSE, LIGHT

GRAY TO DARK GRAY TO TAN.,

ARGILLACEOUS LS,

MODERATELY HARD, THICK

BEDDED, DARK AND LIGHT GRAY.

TAN AT BOTTOM.,

LIMESTONE, MODERATELY HARD,

THICK TO MASSIVE BEDDED,

LIGHT GRAY TO TAN.,

ARGILLACEOUS LS,

MODERATELY HARD, THICK

BEDDED, DARK GRAY,

CHERTY LIMESTONE,

MODERATELY HARD, THICK

BEDDED, DENSE, LIGHT GRAY TO

TAN.,

DC-06-58; 1278; 1/31/2007

No Refusal

28 3252

LEAN CLAY, SOFT, DRY-MOIST,

VERY DARK BROWN,

FAT CLAY, MEDIUM, MOIST, DARK

BROWN,

U-06-60; 1149; 11/8/2006

No Refusal

Detached Boring Logs

Lithology Graphics

Fill (made ground) CL - USCS Low Plasticity

Clay Topsoil

GP-GC - USCS

Poorly-graded Gravel with

Clay

Limestone Argillaceous Limestone Interbedded Thin Limestone and Shale Shale

CH - USCS High Plasticity

Clay weathered limestone Limestone - Cherty

D e p th

(f t)

Fort Riley

O L

D

X

D E

T A

C H

E D

D

E P

T H

F

T R

IL

E Y S

E W

E R D

IV

E R

S

IO

N F

Y .G

P J

/1

/1

A-14-08

Borehole

Number

Explanation

Borehole

Lithology

TYPE OF EXPLORATION

SPT N-value Water Level Reading after drilling.

Water Level Reading at time of drilling.

Moisture Content %

Plasticity Index

Liquid Limit

% Passing #200 1520 2140- 77.5%

Elevation

Ground Date

Drilled

DRIVE SAMPLE HOLE, Split tube sample barrel

CORE HOLE

TEST PIT (includes power auger 0.6m or larger diameter)

UNDISTURBED SAMPLE HOLE

AUGER HOLE (hand or power auger less than 0.6m diameter) NOT SAMPLED (field classification from cuttings only)

FIELD SECTION OF OUTCROP

PERMANENT PIEZOMETER

D C

TP

U A

NS

FS

P

R

[77]

STP REFUSAL

[93]

[95]

[82]

[74]

[29]

[63]

[0]

[82]

[99]

[100]

[96]

[90]

[98]

[83]

[79]

[88]

[86]

[94]

[85]

[34]

[92]

[100]

NOTE: REFER TO SEETS CU306 AND CU307 FOR BORING LOCATIONS

1195 1/8/2014

ROCK QUALITY DESIGNATION (RQD) IN %

LAYER-2 >21’ V2 = 10.0 FT/SEC PROBABLE LIMESTONE

LAYER-1 0’ TO 21’ +/- V1 = 1.3 FT/SEC PROBABLE SOIL

R STP REFUSAL

[77]ROCK QUALITY DESIGNATION (RQD) IN %

SEISMIC REFRACTION LINE

WPR-SL-09; 1106; 11/3/2006

te

US Army Corps of Engineers

Kansas City District

D e s c ri p ti o n

D a te

S y m b o l

A p p r.

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

Number:

Reference

Sheet

F il e N o

P lo t S c a le

D e s ig n e d B y

D ra w n B y

C h e c k e d B y

S u b m it te d B y

P N

F

Y

S A

N

IT

A R

Y S

E W

E R F

L O

W D

IV

E R

S

IO

N

F O

R T R

IL

E Y

K A

N S

A S

F E

B R

U A

R Y

S J

IR

O U

S E

K

X

B-206

R

W O

O D

Y

M L

A R

S O

N

K

O L

D E

R

N /A

R

B -2

.D

G N

D E

T A

C H

E D B

O R

IN

G L

O G

S

FILL, DRY, GREY AND BLACK,

Limestone Gravel And Asphalt

FAT CLAY, MEDIUM, DRY TO

DAMP, DARK BROWN,

FAT CLAY, STIFF, DRY TO DAMP,

DARK BROWN,

LEAN CLAY, STIFF, DRY TO DAMP,

BROWN,

SILT, MEDIUM DENSE, DRY, LIGHT

BROWN,

LEAN CLAY, VERY STIFF, DRY TO

DAMP, BROWN,

POORLY GRADED GRAVEL,

MEDIUM DENSE, DRY, TAN,

Limestone Gravel

LEAN CLAY, STIFF, DRY TO DAMP,

BROWN,

LEAN CLAY, MEDIUM, DRY TO

DAMP, BROWN,

AD-13-09; 1137.469; 5/15/2013

No Refusal

FILL, Limestone Gravel And Asphalt

FAT CLAY, VERY STIFF, DRY,

LIGHT BROWN,

FAT CLAY, STIFF, DRY TO DAMP,

DARK BROWN,

LEAN CLAY, STIFF, DRY TO DAMP,

BROWN,

FAT CLAY, HARD, DRY TO DAMP,

BROWN,

POORLY GRADED GRAVEL, DRY,

TAN,

POORLY GRADED GRAVEL, DRY

TO DAMP, TAN,

LEAN CLAY, HARD, DAMP,

BROWN,

LEAN CLAY, MEDIUM, DAMP,

DARK BROWN,

LEAN CLAY WITH GRAVEL, STIFF,

DAMP, BROWN AND TAN,

FAT CLAY, STIFF, WET, DARK

BROWN,

AD-13-10; 1119.551; 5/15/2013

No Refusal

FILL, Limestone Gravel

FAT CLAY, DRY TO DAMP,

BROWN,

SILT, DRY, LIGHT BROWN,

FAT CLAY, DRY TO DAMP,

BROWN,

LEAN CLAY, DRY, LIGHT BROWN,

SANDY SILT, DRY, LIGHT BROWN

TO TAN,

SILTY GRAVEL, DRY, TAN TO

GREY,

SILTY GRAVEL, DRY, TAN,

POORLY GRADED GRAVEL,

HARD, TAN,

GRAVELLY LEAN CLAY, TAN,

Sandy

LIMESTONE, HARD, THIN TO

MEDIUM BEDDED, DENSE, TAN

TO GREY, VUGS AND PITS,

(kinney Limestone)

ADC-13-08; 1158.453; 5/15/2013

SPT

Refusal at 12.9"

21.3 3149

LEAN CLAY, MEDIUM, MOIST,

VERY DARK BROWN,

LEAN CLAY, STIFF, MOIST,

BROWN,

TP-06-124; 1113; 11/6/2006

No Refusal 14 2341

LEAN CLAY, STIFF, MOIST, VERY

DARK BROWN,

LEAN CLAY, MEDIUM, MOIST,

BROWN,

LEAN CLAY, STIFF, DRY-MOIST,

BROWN,

TP-06-125; 1113; 11/6/2006

No Refusal

Detached Boring Logs

Lithology Graphics

Fill (made ground) CH - USCS High Plasticity

Clay ML - USCS Silt

GP - USCS Poorly-graded

Gravel Limestone

D e p th

(f t)

Fort Riley

O L

D

X

D E

T A

C H

E D

D

E P

T H

F

T R

IL

E Y S

E W

E R D

IV

E R

S

IO

N F

Y .G

P J

/1

/1

CL - USCS Low Plasticity

Clay

Limestone

Topsoil

GP-GM - USCS

Poorly-graded Gravel with

Silt

Shale

LEAN CLAY, MOIST, DARK

BROWN,

LEAN CLAY, MOIST, REDDISH

BROWN,

A-14-10; 1075.6; 1/8/2014

No Refusal

LEAN CLAY, MEDIUM TO STIFF,

DRY, DARK BROWN,

POORLY GRADED GRAVEL WITH

SILT, MEDIUM DENSE, DRY,

GREY- LT. BROWN,

FAT CLAY, STIFF, DRY, DARK

BROWN,

FAT CLAY, STIFF, DRY TO MOIST,

BROWN,

LEAN CLAY, STIFF, DRY TO

MOIST, BROWN,

SANDY LEAN CLAY, MEDIUM, DRY

TO MOIST, BROWN,

SANDY LEAN CLAY, STIFF, DRY

TO MOIST, BROWN,

AD-12-09; 1113; 1/15/2013

No Refusal

17.9 2845

LEAN CLAY, MEDIUM, MOIST,

DARK BROWN GRAY,

LEAN CLAY, STIFF, MOIST, DARK

BROWN,

TP-06-126; 1088; 11/6/2006

No Refusal

18.7 2946

LEAN CLAY, SOFT, MOIST, VERY

DARK BROWN,

LEAN CLAY, MEDIUM, MOIST,

BROWN,

TP-06-127; 1076; 11/8/2006

No Refusal

AD-13-09

Borehole

Number

Explanation

Borehole

Lithology

TYPE OF EXPLORATION

SPT N-value Water Level Reading after drilling.

Water Level Reading at time of drilling.

Moisture Content %

Plasticity Index

Liquid Limit

% Passing #200 1520 2140- 77.5%

Elevation

Ground Date

Drilled

5/15/20131137.5

DRIVE SAMPLE HOLE, Split tube sample barrel

CORE HOLE

TEST PIT (includes power auger 0.6m or larger diameter)

UNDISTURBED SAMPLE HOLE

AUGER HOLE (hand or power auger less than 0.6m diameter) NOT SAMPLED (field classification from cuttings only)

FIELD SECTION OF OUTCROP

PERMANENT PIEZOMETER

D C

TP

U A

NS

FS

P

[0]

[52]

NOTE: REFER TO SHEETS CU307 THROUGH CU312 FOR BORING LOCATIONS

te

US Army Corps of Engineers

Kansas City District

D e s c ri p ti o n

D a te

S y m b o l

A p p r.

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

Number:

Reference

Sheet

F il e N o

P lo t S c a le

D e s ig n e d B y

D ra w n B y

C h e c k e d B y

S u b m it te d B y

P N

F

Y

S A

N

IT

A R

Y S

E W

E R F

L O

W D

IV

E R

S

IO

N

F O

R T R

IL

E Y

K A

N S

A S

F E

B R

U A

R Y

X

B-207

R

W O

O D

Y

M L

A R

S O

N

K

O L

D E

R

N /A

R

B -2

.D

G N

D E

T A

C H

E D B

O R

IN

G L

O G

S S J

IR

O U

S E

K

TOPSOIL, MEDIUM DENSE, DRY,

DARK BROWN,

FAT CLAY, STIFF, DRY, DARK

BROWN,

FAT CLAY, STIFF, DRY, BROWN,

SANDY SILT, STIFF, MOIST, LT.

BROWN,

FAT CLAY, STIFF, DRY, BROWN,

FAT CLAY, MEDIUM, MOIST,

BROWN,

AD-12-10; 1066; 1/15/2013

No Refusal

28.3

4.3

7.2

87%

10%

34%

4%

R

TOPSOIL, MOIST, DARK BROWN,

Silt

SILT, LOOSE, MOIST, TAN,

POORLY GRADED SAND, LOOSE

TO MEDIUM DENSE, MOIST, TAN,

Fine-Grained

POORLY GRADED SAND, LOOSE

TO MEDIUM DENSE, WET, TAN,

Medium To Coarse Grained

POORLY GRADED SAND, MEDIUM

DENSE, WET, REDDISH-BROWN,

Coarse-Grained

SHALE, MODERATELY HARD, DRY

TO MOIST, GRAY, Weathered

Allied Lab #100; 1051.6; 2/4/2009

Refusal

10.3 1534

LEAN CLAY, SOFT, MOIST, VERY

DARK BROWN,

LEAN CLAY, SOFT, DRY, BROWN,

LEAN CLAY, MEDIUM, DRY, LIGHT

TAN,

TP-06-128; 1077; 11/8/2006

No Refusal

Detached Boring Logs

Lithology Graphics

Topsoil CH - USCS High Plasticity

Clay ML - USCS Silt

SP - USCS Poorly-graded

Sand

Shale CL - USCS Low Plasticity

Clay

D e p th

(f t)

Fort Riley

O L

D

X

D E

T A

C H

E D

D

E P

T H

F

T R

IL

E Y S

E W

E R D

IV

E R

S

IO

N F

Y .G

P J

/1

/1

AD-12-10

Borehole

Number

Explanation

Borehole

Lithology

TYPE OF EXPLORATION

SPT N-value Water Level Reading after drilling.

Water Level Reading at time of drilling.

Moisture Content %

Plasticity Index

Liquid Limit

% Passing #200 1520 2140- 77.5%

Elevation

Ground Date

Drilled

1/15/2013

DRIVE SAMPLE HOLE, Split tube sample barrel

CORE HOLE

TEST PIT (includes power auger 0.6m or larger diameter)

UNDISTURBED SAMPLE HOLE

AUGER HOLE (hand or power auger less than 0.6m diameter) NOT SAMPLED (field classification from cuttings only)

FIELD SECTION OF OUTCROP

PERMANENT PIEZOMETER

D C

TP

U A

NS

FS

P

NOTE: REFER TO SHEETS CU312 AND CU314 FOR BORING LOCATIONS

LAYER-2 >17’ V2 = 6.4 FT/SEC PROBABLE LIMESTONE

LAYER-1 0’ TO 17’ +/- V1 = 1.1 FT/SEC PROBABLE SOIL

SEISMIC REFRACTION LINE

WPR-SL-10; 1077; 11/3/2006

LAYER-2 >11’ V2 = 6.0 FT/SEC PROBABLE SHALE

LAYER-1 0’ TO 11’ +/- V1 = 1.2 FT/SEC PROBABLE SOIL

SEISMIC REFRACTION LINE

WPR-SL-11; 1061; 11/3/2006

V-101

S S

U R

V E

Y C

O N

T R

O L

R J

A N

S E

N

M L

A R

S O

N

N /A

R

V -1

.D

G N

H

M

IL

D E

N B

E R

G E

R

C

G A

R D

E N

D a te

US Army Corps of Engineers

Kansas City District

D e s c ri p ti o n

D a te

S y m b o l

A p p r.

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

Number:

Reference

Sheet

F il e N o

P lo t S c a le

D e s ig n e d B y

D ra w n B y

C h e c k e d B y

S u b m it te d B y

P N

F

Y

S A

N

IT

A R

Y S

E W

E R F

L O

W D

IV

E R

S

IO

N

F O

R T R

IL

E Y

K A

N S

A S

F E

B R

U A

R Y

V-102

S S

U R

V E

Y C

O N

T R

O L

R J

A N

S E

N

M L

A R

S O

N

N /A

R

V -1

.D

G N

H

M

IL

D E

N B

E R

G E

R

C

G A

R D

E N

D a te

US Army Corps of Engineers

Kansas City District

D e s c ri p ti o n

D a te

S y m b o l

A p p r.

K A

N S

A S C

IT

Y

M

IS

S O

U R I

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

C A

D D F il e N a m e

Number:

Reference

Sheet

F il e N o

P lo t S c a le

D e s ig n e d B y

D ra w n B y

C h e c k e d B y

S u b m it te d B y

P N

F

Y

S A

N

IT

A R

Y S

E W

E R F

L O

W D

IV

E R

S

IO

N

F O

R T R

IL

E Y

K A

N S

A S

F E

B R

U A

R Y

C-000

E

N E

R A

L N

O T

E S

X M L

A R

S O

N

R J

A N

S E

N

H

M

IL

D E

N B

E R

G E

R R

C -0

.D

G N

N /A

C

G A

R D

E N

PURPOSE, IN THE OPINION OF THE CONTRACTING OFFICER, THEY SHALL BE REMOVED.

10. WHEN THE TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL DEVICES ARE NO LONGER REQUIRED FOR THE INTENDED

SEDIMENT.

9. SEDIMENT TRAPS SHALL BE CLEANED OF ACCUMULATED SEDIMENT WHEN APPROXIMATELY 75 PERCENT FILLED WITH SUCH

THE CONTRACTING OFFICER.

TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE KANSAS DEPARTMENT OF HEALTH AND ENVIRONMENTAL OR

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY

EVENT.

EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE AND COMPLETED WITHIN 24 HOURS OF THE RAINFALL

RAINFALL EVENT AND SHALL PROVIDE INSPECTION REPORTS. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE

7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES WEEKLY AND AFTER EACH RUN-OFF PRODUCING

KEEP ALL ROADS AND STREETS FREE FROM MUD, DIRT, AND DEBRIS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING CONSTRUCTION ENTRANCES AND SHALL

DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.

5. ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND

4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO OR AS THE FIRST STEP IN CLEARING.

TO THE CONTRACTNG OFFICER FOR REVIEW AND APPROVAL.

BUT NOT LIMITED TO, OFF SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN

3. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS, (INCLUDING

2. THE CONTRACTOR SHALL FOLLOW KANSAS CLEAN WATER LAW REQUIREMENTS FOR CONSTRUCTION ACTIVITY.

MAY BE CAUSED BY CONTRACTOR OPERATIONS.

COMPLIANCE WITH ENVIRONMENTAL LAWS AND REGULATIONS WILL NOT ALLEVIATE RESPONSIBILITY FOR DAMAGES THAT

CONTRACTOR SHALL BE FULLY RESPONSIBLE AND LIABLE FOR ALL CONSTRUCTION ACTIVITIES AND THEIR CONSEQUENCES.

IN ADDITION TO SUCH ACTIONS REQUIRED TO ELIMINATE PRODUCTS OF EROSION FROM MIGRATING OFF SITE, THE

MANAGEMENT PRACTICES, REQUIRED TO COMPLY WITH FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS.

THE CONTRACTOR…