W912QR25B0003_Plans-0000.pdf

LOUISVILLE DISTRICT

OF ENGINEERS

US ARMY CORPS

NOVEMBER 2024

CERTIFIED FINAL

P2# 511801

BUCKHORN, KENTUCKY

PERRY COUNTY

BOAT RAMP RECONSTRUCTION 2024

BUCKHORN RESERVOIR DAM

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

Reviewed by:*

Approval Recommended:*

Approved:*

SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE

LOUISVILLE DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION

* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,

QUALITY CONTROL

PE/A

ENGINEERING DIVISION, CHIEF

DATE

DATE

DATE

JEFF ESTERLE, P.E., P.G.

BILL DORSCH, P.E.

IAN MITCHELL, P.E.

APPROVAL OF ALL DRAWINGS IN THIS SET.

OFFICIAL RECOMMENDATION AND

SIGNATURES AFFIXED BELOW INDICATE

APPROVAL RECOMMENDED: *

CERTIFICATION.

REVIEWS ARE COMPLETE, INCLUDING ITR/ATR

INDICATES DESIGN AND QUALITY CONTROL

*APPROVAL RECOMMENDED SIGNATURE

BILL DORSCH, PE

TECHNICAL LEAD

CHIEF, ENGINEERING DIVISION

IAN F. MITCHELL, PE

ER 1110-1-8152.

SIGNATURES ARE REQUIRED BY

THE SCOPE OF THIER EMPLOYMENT.

THESE DOCUMENTS ARE OPERATING WITHIN

REGISTRATION DESIGNATIONS APPEAR ON

INDIVIDUALS WHOSE SIGNATURES AND

DISTRICT.

ARMY CORPS OF ENGINEERS, LOUISVILLE

** THIS PROJECT WAS DESIGNED BY THE U.S.

APPROVED: **

CIVIL

DESIGNER: BILL DORSCH

CHECKER: ROB HARRIS

GEOTECHNICAL

DESIGNER: JUSTIN ROOSA

CHECKER: ERIC SPRINGSTON

IN THE FOLLOWING DRAWING SET.

AND CHECKERS ON ALL SHEETS INCLUDED

SIGNATURES BELOW INCLUDE DESIGNERS

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10 January 2025

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SCALE: NTS

INDEX OF DRAWINGS

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PROJECT LOCATION

PROJECT LOCATION

PERRY COUNTY

KENTUCKY

TENNESSEE

WEST VIRGINIA

VIRGINIA

NORTH CAROLINA

KY 28

KY 28

K Y

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D1

NTS

AREA MAP

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A12

NTS

LOCATION MAP

N

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NTS

VICINITY MAP

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TOPOGRAPHIC SYMBOLS

IW

P

UP

RIPRAP

POWER LINES DUCTS

FORCE MAIN FM

S

SD

T

TU

PT

TELEPHONE DUCTS

POST INDICATOR VALVE

POWER POLE

POWER POLE WITH GUY

SPIGOT

VALVE

555CONTOUR

SPOT ELEVATION

CONTRACTOR WORK LIMITS

FLOW DIRECTION

LIFT STATION

HEADWALL

SUBDRAIN

BORING

CHAIN LINK FENCE

LS

C.O.

SD

FLOW

TD (2-4")

ED (3-4")

STEAM LINE

CB

TELEPHONE LINE - UNDERGROUND

EDGE OF GRAVEL

CLEANOUT

PIV

LOW PRESSURE GAS

MEDIUM PRESSURE GAS

HIGH PRESSURE GAS

TELEPHONE LINE - AERIAL

GAS LINE G

POWER LINE - UNDERGROUND

POWER LINE - AERIAL

SANITARY SEWER LINE

STORM DRAINAGE LINE

TELEPHONE AND POWER - AERIAL

WATER LINE

FIRE MAIN

SS

W

F

CATCH BASIN

G(LP)

G(MP)

G(HP)

INDUSTRIAL WASTE

MH-1

FHFIRE HYDRANT

MANHOLE W/DESIGNATION

BENCHMARK/CONTROL POINT

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& AND

AB ANCHOR BOLT

ABSW AIR BREAK SWITCH

ADDL ADDITIONAL

ADJ ADJACENT, ADJUSTABLE

AFB AIR FORCE BASE

A.F.F. ABOVE FINISHED FLOOR

AFFF AQUEOS FILM FORMING FOAM

AGGR AGGREGATE

AL ALUMINUM

ALTN ALTERNATE

AMP AMPERE

AP ACCESS PANEL

APPROX APPROXIMATELY

ASPH ASPHALT

ATTEN ATTENUATE

AUTO AUTOMATIC

AUX AUXILIARY

AVG AVERAGE

AWG AMERICAN WIRE GAGE

BLDG BUILDING

BLK BLOCK

BM BEAM, BENCH MARK

BOT BOTTOM

BRG BEARING

BRK BRICK

BSMT BASEMENT

BTU BRITISH THERMAL UNIT

BUR BUILT - UP ROOF

CAP CAPACITY, CAPACITOR

C-C CENTER TO CENTER

CEM CEMENT

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CI CAST IRON

CIP CAST IRON PIPE

CKT CIRCUIT

CLG CEILING

CLO CLOSET

CLR CLEAR

CLWG CLEAR WATER GLASS

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNDS CONDENSATE

CO CLEANOUT

CLWG CLEAR WIRE GLASS

CW COLD WATER

COL COLUMN

CONC CONCRETE

COND CONDUCTOR, CONDENSER

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS, CONTROL

CONTD CONTINUED

CONV CONVERTER

COP COPPER

CORR CORRUGATE

CPE CHLORINATED POLYETHYLENE

CPLG COUPLING

CSPE CHLOROSULFONATED POLYETHYLENE

CSK COUNTERSINK

CT CERAMIC TILE

CTR CENTER

CU CUBIC

CU FT CUBIC FEET

CU YD CUBIC YARD

CUR CURRENT

DB DRY BULB

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DISC DISCONNECT

DISCH DISCHARGE

DL DEAD LOAD

DN DOWN

DOD DEPARTMENT OF DEFENSE

DPNL DISTRIBUTION PANEL

DR DOOR

DS DOWNSPOUT

E EAST

EA EACH

ELEC ELECTRIC

ELEV ELEVATE, ELEVATOR

EMER EMERGENCY

EMT ELECTRICAL METALLIC TUBING

ENTR ENTRANCE

EPDM ETHELENE PROPOLENE DIANENE MONOMER

EQL. EQUAL

EQUPT. EQUIPMENT

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXST EXISTING

EXP EXPANSION

EXT EXTERIOR

F FAHRENHEIT, FACE

FD FLOOR DRAIN

FDN FOUNDATION

FDR FEEDER

FFE FINISH FLOOR ELEVATION

FHC FIRE HOSE CABINET

FIG FIGURE

FLA FULL - LOAD AMPERES

FLEX FLEXIBLE

FLL FLOW LINE

FLMB FLAMMABLE

FLOUR FLOURESCENT

FNSH FINISH

FR FRAME

FRP FIBERGLASS REINFORCED POLYESTER

FRT FIRE RETARDENT TREATMENT

FTG FOOTING

FU FUSE

GA GAGE

GAL GALLON

GALV GALVANIZED

GL GLASS

GND GROUND

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GR GRADE

GSU GLAZED STRUCTURAL UNIT

GWB GYPSUM WALL BOARD

GYP GYPSUM

HDW HARDWARE

HGT HEIGHT

H.I.D. HIGH INTENSITY DISCHARGE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSEPOWER, HIGH PRESSURE

HR HOUR

HTG HEATING

HTR HEATER

HW HOT WATER

HVY HEAVY

ID INSIDE DIAMETER

IDENT IDENTIFICATION

IN INCH

INCAND INCANDESCENT

INSUL INSULATION

INTR INTERIOR

INVT INVERT

JT JOINT

J JOIST

JB JUNCTION BOX

JC JANITOR CLOSET

JCT JUNCTION

KCP KEENE'S CEMENT PLASTER

KIT KITCHEN

KO KNOCK OUT

KV KILOVOLT

KVA KILOVOLT - AMPERE

KW KILOWATT

LA LIGHTNING ARRESTOR

LAV LAVATORY

LB POUND

LG LENGTH, LONG

LIQ LIQUID

LP LOW PRESSURE

LTG LIGHTING

LV LOW VOLTAGE

MACH MACHINE

MAINT MAINTENANCE

MAN MANUAL

MATL MATERIAL

MAX MAXIMUM

MBH THOUSAND BTU PER HOUR

MECH MECHANICAL

MET METAL

MH MANHOLE

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MK MARK

MN MAIN

MO MOTOR-OPERATED, MASONRY OPENING, MONTH

MP MEDIUM PRESSURE

MT MOUNT

MTD MOUNTED

MTG MOUNTING

MTL METAL

N NORTH

N.B.P. NITRILE THERMOPLASTIC (FOR FUTURE FIRE RATING)

NC NORMALLY CLOSED

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NEUT NEUTRAL

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NORMALLY OPEN, NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER

OPN OPERATION

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

BCCMP BITUMINOUS COATED CORRUGATED METAL PIPE

FB FIELD BOLTED

FEC

GP GUARD POST

ACST ACOUSTIC

ACU AIR CONDITIONING UNIT

C CONVERTOR

CC COOLING COIL

CP CIRCULATING PUMP

D DEEP

DA DRIP ASSEMBLY

DWG DRAWING

DWP DRINKING WATER DISPENSER

DWH DOMESTIC WATER HEATER

EF EACH FACE, EXHAUST FAN

EL ELEVATION, EXHAUST LOUVER

ER EXHAUST REGISTER

FH FIRE HYDRANT

FC FLEXIBLE CONNECTION

FT FORT, FOOT, FEET, FLASH TANK

FS FULL SIZE, FLOOR SINK

GV GATE VALVE, GLOBE VALVE

HB HOSE BIB

HDWL HEADWALL

IL INTAKE LOUVER

MOD MODEL (FOR GENERAL USE ONLY), MODIFY,

MOTOR OPERATED DAMPER

MKA MAKE UP AIR UNIT

ARCH ARCHITECTURE,ARCHITECTURAL

BD BOARD

CENTERLINE

CAV CAVITY

CFCI CONTRACTOR FURNISHED,CONTRACTOR INSTALLED

CHAN CHANNEL

CJ CONTROL JOINT

DK DECK

FLAT BRACKETF.B.

FE FIRE EXTINGUISHER

FF FINISH FLOOR

GFGI GOVERNMENT FURNISHED,GOVERNMENT INSTALLED

GFCI GOVERNMENT FURNISHED,CONTRACTOR INSTALLED

HC HEATING COIL,HANDICAPPED

IAW IN ACCORDANCE WITH

LVR LOUVER

MFD MANUFACTURED

MFG MANUFACTURING

MSRY MASONRY

OFCE OFFICE

OPP HND OPPOSITE HAND

ATC ACOUSTICAL TILE CEILING

EJ EXPANSION JOINT

BEJ BRICK/BLOCK EXPANSION JOINT

EW EACH WAY, EYE WASH

EW/DS EYE WASH/DELUGE SHOWER

LC

CPT CARPET

DP DEPTH, DEEP

MFR MANUFACTURE, MANUFACTURER

DI DUCTILE IRON PIPE

CV CHECK VALVE

CWL CONTRACTOR WORK LIMITS

CHW CHILLED WATER

CHG CHARGE, CHANGE

IPBC INFANTRY PLATOON BATTLE COURSE

FIRE EXTINGUISHER CABINET

LZ/PZ LANDING ZONE/PICKUP ZONE

MAT MOVING ARMOR TARGET

MGB MACHINE GUN BANKER

MIT MOVING INFANTRY TARGET

MSD MORTAR SIMULATION DEVICE

A/C AIR CONDITIONING

AHU AIR HANDLING UNIT

ASTM AMERICAN SOCIETY FOR TESTING MATERIALS

BNCH BENCH

@ AT

ABV ABOVE

AFTER ACTION REVIEWAAR

AFP AERIAL FIRING POINT

AGI AIR / GROUND INTEGRATION

FARP FORWARD ARMING AND REFUELING POINT

FL FLOW

FO FIBER OPTIC LINE

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PB PULL BOX, PUSH BUTTON

PH PHASE

PI POINT OF INTERSECTION

PIB POLYISOBUTLENE

PIV POST INDICATOR VALVE

PLAS PLASTER

PLYWD PLYWOOD

PNL PANEL

POL POLISH

PR PAIR

PRELIM PRELIMINARY

PRESS PRESSURE

PRI PRIMARY

PS PULL SWITCH

PSF POUND FORCE PER SQUARE FOOT

PSI POUND FORCE PER SQUARE INCH

PT'D PAINTED

P.U.F. POLYURETHANE FOAM

PVC POINT OF VERTICAL CURVE, POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENT

QT QUARRY TILE, QUART

QTY QUANTITY

QUAL QUALITY

R RISER, RADIUS

RA RETURN AIR

RAD RADIUS

RCPT RECEPTACLE

RD ROAD, ROOF DRAIN

RDC REDUCE

RDCN REDUCTION

REINF REINFORCE

REQD REQUIRED

RET RETAIN

REV REVISION

RM ROOM

R.O. ROUGH OPENING

RND ROUND

RPM REVOLUTIONS PER MINUTE

S SOUTH

SCHED SCHEDULE

SECT SECTION

SVCE SERVICE

SGL SINGLE

SIM SIMILAR

SLP SLOPE

SMH SANITARY MANHOLE

SOL SOLENOID

SP SINGLE POLE, SPACING, SPARE

SPEC SPECIFICATION

SPR SINGLE PLY ROOF

SPRT SUPPORT

SQ SQUARE

SQ FT SQUARE FOOT

S.S.T. STAINLESS STEEL

ST STEAM, STREET

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

ST PR STATIC PRESSURE

STRL STRUCTURAL

SYS SYSTEM

T TOILET

TAN TANGENT

T & B TOP AND BOTTOM

TBM TEMPORARY BENCH MARK

TC TOP OF CURB

TEL TELEPHONE

TEMP TEMPERATURE

TERM TERMINAL

THK THICK

THR THRESHOLD

THRU THROUGH

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TSCT THIN SET CEREMIC TILE

TYP TYPICAL

UGND UNDERGROUND

UL UNDERWRITERS LABORATORY

US UNITED STATES

UTIL UTILITY

V VOLT, VALVE

VAC VACUUM

VC VITRIFIED CLAY

VCP VITRIFIED CLAY PIPE

VCT VINYL COMPOSITION TILE

VEL VELOCITY

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VOL VOLUME

VS VENT STACK

VTR VENT THROUGH ROOF

W WEST, WATT, WIDTH, WASTE

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD, WINDOW DIMENSION

WDO WINDOW

WI WROUGHT IRON

WL WATER LEVEL

WS WASTE STACK, WATER SURFACE

WT WEIGHT

WTHPRF WEATHERPROOF

WTR WATER

WWM WELDED WIRE MESH

XBRA CROSS BRACING

XFMR TRANSFORMER

XSTR EXTRA STRONG

YD YARD

YR YEAR

VR VAPOR RETARDER

PD PUMP DISCHARGE

PRV PRESSURE REDUCING VALVE

RCP REINFORCED CONCRETE PIPE,

RECIRCULATING PUMP

RG RETURN GRILLE

SD CFM SUPPLY DIFFUSER (HVAC)

SH SHEET, SHOWER

SR SUPPLY REGISTER

SS SERVICE SINK

STR STRAIGHT, STRENGTH, STREAM, STRAINER

TG TRANSFER GRILLE

U UNION

URN URINAL

WHA WATER HAMMER ARRESTOR

SUSP SUSPENDED

PLSTC LAM PLASTIC LAMINATE

PNT PAINT

PT POINT,PRESERVATIVE TREATMENT

QTB QUARRY TILE BASE

SAN SANITARY

SATC SUSPENDED ACOUSTICAL TILE CEILING

SCRN SCREEN

VWC VINYL WALL COVERING

U.N.O. UNLESS NOTED OTHERWISE

VASW VINYL ACRYLIC SHEET WALLCOVERING

P PAINT

PL PLATE, PLASTIC LAMINATE

QTG QUARRY TILE GROUT

VB VINYL BASE

RWM RECESSED WALK-OFF MAT

SW SWITCH

SV SEAMLESS VINYL FLOORING

PSV PADDED SEAMLESS VINYL SHEET FLOORING

ROC-S

ROCA

RANGE OPERATIONAL CENTER-SMALL

RANGE OPERATIONS/CONTROL AREA

SAT STATIONARY ARMOR TARGET

SIT STATIONARY INFANTRY TARGET

UXO UNEXPLODED ORDNANCE

P.O.C. POINT OF CONNECTION, POINT ON CURVE

P.C. POINT OF CURVATURE

P.T. PRESERVATIVE TREATMENT, POINT OF TANGENCY

P.O.T. POINT ON TANGENT

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Pl an s-

CONSTRUCTION.

CLOSE THE RAMP ACCESS ROAD TO THE PUBLIC DURING

3. CONTRACTOR TO PROVIDE TYPE III BARRICADES TO

IN THEIR SAME VICINITY. COORDINATE WITH COR.

STORED, AND REINSTALLED AT THE END OF CONSTRUCTION

SIGNS IN CONFLICT WITH CONSTRUCTION SHALL BE MOVED,

2. ANY EXISTING BROWN RECREATION INFORMATION/DIRECTION

UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

INSTALLED IN ACCORDANCE WITH THE MANUAL ON

1. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL BE

TRAFFIC CONTROL

AT SLOPE BREAKS.

LANE LINES, BOTTOM FACE OF CURBS, AND

PROVIDED AT CENTERLINE, EDGES OF PAVEMENT,

2. ELEVATIONS INDICATED ON CROSS SECTIONS ARE

SHOWN IN CROSS SECTIONS IS APPROXIMATE.

1. SEE TYPICAL SECTIONS FOR PAVEMENT SECTIONS. PAVEMENT

CROSS SECTIONS

PAVEMENT WORK.

5. PAVEMENT EDGE KEY AND WEDGE SHALL BE INCIDENTAL TO

4. COORDINATES SHOWN IN PLANS ARE TO EDGE OF PAVEMENT.

SITE PLANS.

3. FOR CURB AND GUTTER TERMINATION LOCATIONS, SEE

ARE GIVEN TO THE EDGE OF PAVEMENT.

2. DIMENSIONS (IE. RADII, PAVEMENT WIDTHS)

INFORMATION.

1. SITE PLANS PROVIDE GENERAL ROADWAY CONSTRUCTION

SITE PLANS

11. TREE FELLING IS ONLY PERMITTED FROM NOVEMBER 1 TO MARCH 30.

RELEASES WILL NOT BE PERMITTED.

AUTHORIZED STAGE LEVELS. MODIFICATION OF RESERVOIR

10. RESERVOIR RELEASES ARE CONTROLLED BY CONGRESSIONALLY

REQUIRED, CONTACT THE CONTRACTING OFFICER.

MATERIALS. IF ADDITIONAL MATERIAL STORAGE AREAS ARE

LIMITS INDICATED. THIS SHALL INCLUDE STORAGE OF CONSTRUCTION

CONSTRUCTION ACTIVITY TO THE AREA WITHIN THE CONSTRUCTION

9. THE CONTRACTOR SHALL CONFINE ALL GROUND DISTURBING

AREA DEVELOPMENT.

PRIOR TO STARTING WORK TO COORDINATE STAGING AND LAYDOWN

8. CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER,

REPORTED TO THE CONTRACTING OFFICER.

LOCATIONS AS SHOWN ON PLANS. ANY DIFFERENCES SHALL BE

SHALL VERIFY EXISTING ELEVATIONS AND ROADWAY AND UTILITY

7. BEFORE CONSTRUCTION OF SITE WORK BEGINS, THE CONTRACTOR

CONTROL POINTS PROVIDED.

HORIZONTAL CONTROL ON SITE FOR PROJECT CONSTRUCTION FROM

6. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING VERTICAL AND

REFERENCE DOCUMENTS TO THE SPECIFICATIONS.

5. HISTORICAL RESERVOIR SURFACE ELEVATIONS ARE PROVIDED AS

PROJECT OFFICE,

FROM THE TOPOGRAPHIC SURVEY, AND FROM PLANS PROVIDED BY THE

3. EXISTING UTILITY SIZES AND LOCATIONS SHOWN WERE COMPILED

COORDINATE SYSTEM (NAD 83).

HORIZONTAL CONTROL BASED ON KENTUCKY SOUTH STATE PLANE

NGVD 1929. THE CONVERSION FACTOR TO NAVD 88 IS -0.43.

2. VERTICAL CONTROL BASED ON COE DAM DATUM (EQUIVALENT TO

1. HORIZONTAL DATUM IS KENTUCKY STATE PLANE SOUTH 1602 (NAD 83).

GENERAL

INSTALLED BY AEP.

THE CONTRACTOR'S WORK PLAN SHALL BE PROVIDED AND

2. ALL NEW/RELOCATED UTILITY POLES NECESSITATED BY

INSTALLATION WITH AMERICAN ELECTRIC POWER (AEP).

1. THE CONTRACTOR SHALL COORDINATE THE LIGHTING

ELECTRIC UTILITIES

EXCAVATION IS INITIATED TO LOCATE UTILITIES.

5. CONTRACTOR TO CALL 811 BEFORE ANY NEW

GOVERNMENT.

THE CONTRACTOR AT NO ADDITIONAL COST TO THE

DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY

NOT DESIGNATED FOR DEMOLITION OR RELOCATION. ANY

4. CONTRACTOR SHALL PROTECT ANY EXISITNG UTILITIES

COORDINATING UTILITY RELOCATIONS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

MANHOLES, ETC.) FOUND IN THE FIELD.

UTILITY MAPS AND UTILITY APPURTENANCES (VALVES,

2. LOCATIONS WERE DETERMINED BASED ON HISTORICAL

APPROXIMATE.

1. EXISTING UNDERGROUND UTILITY LOCATIONS ARE

GENERAL UTILITY NOTES

OF STRUCTURE.

12. MANHOLE LOCATIONS HAVE BEEN INDICATED AT CENTER

OF PIPE END.

11. HEADWALL COORDINATE LOCATIONS HAVE BEEN INDICATED AT CENTER

IN THE DRAINAGE DETAILS.

LINING SHALL ALSO RECEIVE A FILTER FABRIC AS INDICATED

10. ALL LOCATIONS TO RECEIVE KY CLASS II CHANNEL

STRUCTURES WHERE INDICATED OR EXIT THE SIDE SLOPE.

9. SUBDRAINS SHALL TIE INTO THE DRAINAGE

LOCATIONS AND FLOW DIRECTIONS.

8. GRADING PLANS ALSO PROVIDE SUBDRAIN

LOCATIONS.

SIZES, INVERTS, AND DRAINAGE STRUCTURE LAYOUT

7. THE STORM SEWER PROFILES PROVIDE THE PIPE

ITEM INFORMATION.

DRAINAGE STRUCTURE TYPES, AND EROSION CONTROL

6. GRADING AND EROSION CONTROL PLANS PROVIDE

DRAINAGE STRUCTURES PRIOR TO COMPLETION OF CONSTRUCTION.

5. ALL SILT, SAND, AND SEDIMENT SHALL BE REMOVED FROM ALL

MUST BE ADJUSTED TO PROVIDE THE FINISHED GRADE AS SHOWN.

SLABS ON GRADE, TOPSOIL, SOD OR ANY OTHER FEATURE WHICH

OPERATIONS FOR PROPER PLACEMENT OF PAVEMENT, SIDEWALKS,

4. CONTRACTOR SHALL MAKE ALLOWANCES DURING GRADING

POND WATER.

THE SITE AT ALL TIMES, AND SHALL NOT CREATE AREAS WHICH

3. THE CONTRACTOR SHALL PROVIDE FOR POSITIVE DRAINAGE OF

CONTRACTOR DURING CONSTRUCTION. SEE GC SERIES SHEETS.

2. SEDIMENT AND EROSION CONTROLS SHALL BE PROVIDED BY THE

OF THE PROJECT SITE.

PROCESS TO INTERCEPT SILT AND PROVIDE POSITIVE DRAINAGE

SEDIMENT CONTROLS SHALL BE CONSTRUCTED EARLY IN THE

1. EROSION CONTROL IS OF GREAT CONCERN. DITCHES WITH

GRADING, DRAINAGE AND EROSION CONTROL PLANS

(GRADE 60, UNCOATED BARS - NORMAL WEIGHT CONCRETE)

PER ACI 318-19 TABLE 25.4.2.3

CLASS B TENSION LAP SPLICES

BAR SIZE

#3 f'c = 4,000 psi

1'-7" f'c = 4,500 psi

1'-6" f'c = 5,000 psi

1'-5"

#4 2'-1" 2'-0" 1'-11"

#5 2'-7" 2'-6" 2'-4"

#6 3'-1" 2'-11" 2'-10"

#7 4'-6" 4'-3" 4'-1"

#8 5'-2" 4'-11" 4'-8"

#9 5'-10" 5'-6" 5'-3"

#10 6'-7" 6'-2" 5'-11"

#11 7'-3" 6'-10" 6'-6"

+30%FRESH CONCRETE CAST BELOW THE SPLICED BARS

ANY HORIZONTAL SPLICED BARS W/ MORE THAN 12" OFD.

+20%EPOXY-COATED BARS FOR ALL OTHER CONDITIONSC.

+50%SPLICES LESS THAN 6 BAR DIAMETERS

BAR DIAMETERS OR W/ CLEAR SPACING BETWEEN

EPOXY-COATED BARS W/ CLEAR COVER LESS THAN 3B.

+35%LIGHTWEIGHT CONCRETE A.

SPLICE TABLE AS FOLLOWS (INCREASES ARE ACCUMULATIVE):

INCREASE TENSION DEVELOP LENGTHS AND LAP LENGTHS FOR LAP 1.

f'c = 6,000 psi

1'-4"

1'-9"

2'-2"

2'-7"

3'-9"

4'-3"

4'-9"

5'-4"

5'-11"

EXCEED 1.5.

RATIO OF LENGTH TO WIDTH OF PANELS MUST NOT

MAXIMUM LENGTH OF POUR DOES NOT EXCEED 100'-0".

SF OF CONCRETE IS POURED IN A SINGLE POUR AND THE

IN CONCRETE FLOORS [AND ROOFS] SO LESS THAN 10,000

DESIGN REQUIREMENTS. LOCATE CONSTRUCTION JOINTS

POSITIONED TO PREVENT CHANGE IN STRUCTURAL

APPROVAL. CONSTRUCTION JOINTS MUST BE

LAYOUTS TO THE CONTRACTING OFFICER FOR

PRIOR TO PLACEMENT OF CONCRETE, SUBMIT JOINT 19.

ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL.

TO PREVENT ALUMINUM-CONCRETE REACTION AND

CONFORMING TO ASTM D1187, ASPHALT-BASE EMULSION,

WITH CONCRETE. COAT ALUMINUM WITH COATING

ALUMINUM MUST NOT BE PLACED IN DIRECT CONTACT 18.

OR WHERE CHAMFER INDICATED.

PROVIDE 3/4" CHAMFER AT EXPOSED CONCRETE EDGES 17.

FACILITATE PLACEMENT OF EMBEDDED ITEMS.

NORMAL SPACING. DO NOT CUT REINFORCEMENT TO

WHERE BAR SPACING WILL NOT EXCEED 1.5 TIMES THE

ANCHORS, RECESSES AND OTHER EMBEDDED ITEMS

SPREAD CONCRETE REINFORCEMENT AT SLEEVES, 16.

PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.

ACCURATELY POSITIONED AND SECURELY MAINTAINED IN

EMBEDDED ITEMS MUST BE PROPERLY PLACED, 15.

STEEL VERTICAL SURFACES.

SLABS ON GROUND ABUT CONCRETE, MASONRY, OR

PROVIDE 1/2" THICK JOINT FILLER MATERIAL WHERE 14.

MUST CONFORM TO ACI 318.

LENGTH. STIRRUPS, TIES, AND 180 & 135 DEGREE HOOKS

AND EXTEND A MINIMUM OF 12 BAR DIAMETERS IN

PROVIDE STANDARD HOOKS WITH 90 DEGREE BENDS 13.

3"ALL OTHER CONDITIONSB.

3"CONCRETE CAST AGAINST EARTHA.

BE IN ACCORDANCE WITH ACI 318 AND UFC 3-301-01:

MINIMUM CONCRETE COVER FOR REINFORCEMENT MUST 12.

2'-0" LAP MINIMUM.

1'-0" AROUND CORNERS OR PROVIDE CORNER BARS WITH

BEND HORIZONTAL WALL AND FOOTING REINFORCEMENT 11.

PER ACI 318.

SPLICES MUST BE MADE BY LAPPING WITH CLASS B LAPS

CONCRETE REINFORCEMENT MUST BE CONTINUOUS. 10.

CONCRETE PLACEMENT.

SUPPORT MUST BE MAINTAINED PRIOR TO AND DURING

AND BE POSITIVELY AND CONTINUOUSLY SUPPORTED.

MUST BE LOCATED IN THE MIDDLE THIRD OF THE SLAB

CONCRETE REINFORCEMENT FOR SLABS ON GROUND 9.

EXPOSED TO VIEW.

TIPPED), OR STAINLESS STEEL CHAIRS FOR CONCRETE

PROVIDE PLASTIC, PLASTIC-COATED (NOT PLASTIC 8.

PROVIDE SUPPORTS FOR REINFORCEMENT. 7.

BEND.

SHOP FABRICATE BENDS AND HOOKS. DO NOT FIELD 6.

A706, GRADE 60.

INDICATED, REINFORCEMENT MUST CONFORM TO ASTM

INDICATED. WHERE WELDING REINFORCEMENT IS

DO NOT WELD CONCRETE REINFORCEMENT UNLESS 5.

BARS CONFORMING TO ASTM A615, GRADE 60.

CONCRETE REINFORCEMENT MUST BE STEEL DEFORMED 4.

CONCRETE DENSITY MUST BE NORMAL WEIGHT.3.

DAY COMPRESSIVE STRENGTH (f'c) OF 4,500 PSI.

CAST-IN-PLACE CONCRETE MUST ATTAIN A MINIMUM 28-2.

303), AND 2004 "ACI DETAILING MANUAL" (ACI SP-66).

"SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI

FOR STRUCTURAL CONCRETE" (ACI 318), 2014

INSTITUTE (ACI) 2019 "BUILDING CODE REQUIREMENTS

MUST CONFORM WITH THE AMERICAN CONCRETE

STRUCTURAL CONCRETE DESIGN AND CONSTRUCTION 1.

STRUCTURAL CONCRETE

(GRADE 60, UNCOATED BARS - NORMAL WEIGHT CONCRETE)

PER ACI 318-19 TABLE 25.4.3.2

TENSION DEVELOPMENT LENGTHS FOR 90 AND 180 DEGREE HOOKED BARS

BAR SIZE

#3 f'c = 4,000 psi

#4

#5

#6

#7

#8

#9

#10

#11

+25%THAN 2.5"

COLUMN WITH SIDE COVER LESS

HOOKED BARS TERMINATING INSIDEE.

+25%USED IN COLUMNS

THAN 6 BAR DIAMETERS WHEN NOT

HOOK BARS WITH SIDE COVER LESSD.

+60%DIRECTION OF THE BAR INTENTION.

DEVELOPMENT LENGTH IN THE

HOOKS FOR AT LEAST 75% OF THE

OR STIRRUPS THAT INCLOSE THE

DIAMETERS AND A LACK OF TIES

HOOK SPACING LESS THAN 6 BARC.

+20%DUAL-COATED REINFORCEMENT

EPOXY COATED OR ZINC AND EPOXYB.

+35%LIGHTWEIGHT CONCRETEA.

(INCREASES ARE ACCUMULATIVE):

NCREASE DEVELOPMENT LENGTH OF HOOKED BARS AS FOLLOWS 1.

BEND DIA.

0' - 2.5"

0' - 3"

0' - 4"

0' - 4.5"

0' - 5.5"

0' - 6"

0' - 9"

0' - 10.5"

0' - 11.5"

0' - 6"

0' - 6"

0' - 8"

0' - 10"

1' - 1"

1' - 3"

1' - 6"

1' - 10"

2' - 2"

L dh

L ext

0' - 5"

0' - 6"

0' - 8"

0' - 9"

0' - 11"

1' - 0"

1' - 2"

1' - 3"

1' - 5"

0' - 6"

0' - 6"

0' - 8"

0' - 10"

1' - 0"

1' - 3"

1' - 6"

1' - 9"

2' - 1"

L dh

L ext

0' - 5"

0' - 6"

0' - 8"

0' - 9"

0' - 11"

1' - 0"

1' - 2"

1' - 3"

1' - 5"

L dh

L ext

0' - 5"

0' - 6"

0' - 8"

0' - 9"

0' - 11"

1' - 0"

1' - 2"

1' - 3"

1' - 5"

0' - 6"

0' - 6"

0' - 8"

0' - 10"

1' - 0"

1' - 3"

1' - 6"

1' - 9"

2' - 1"

0' - 6"

0' - 6"

0' - 7"

1' - 0"

1' - 5"

1' - 9"

2' - 0"

L dh

L ext

0' - 5"

0' - 6"

0' - 8"

0' - 9"

1' - 0"

1' - 2"

1' - 3"

1' - 5"

0' - 10"

1' - 3"

0' - 11" f'c = 4,500 psi f'c = 5,000 psi f'c = 6,000 psi

TABLE AND MODIFY THE LENGTHS AS NOTED:

HOOKED BAR DEVELOPMENT LENGTHS PER THE FOLLOWING 21.

AND MODIFY LENGTHS AS NOTED:

B. LAP TENSION SPLICES PER THE FOLLOWING TABLE

LARGER BAR.

A. LAP COMPRESSION SPLICES 30 BAR DIAMETERS OF

LAP SPLICES20.

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Pl an s-

EXISTING DEBRIS BOOM

USACE - STATUS SET

BRASS DISK IN CONRETE

ELEV. 875.37

E. 2,303,142.35

N. 2,015,156.54

M12

N 2,015,237.87

E 2,302,640.30

N 2,015,161.60

E 2,302,630.65

N 2,015,185.63

E 2,302,481.67

N 2,015,243.55

E 2,302,557.56

N 2,015,267.01

E 2,302,541.48

N 2,015,274.07

E 2,302,468.76

N 2,015,183.74

E 2,302,377.81

N 2,014,943.25

E 2,302,373.17

N 2,014,718.90

E 2,302,408.55

N 2,014,368.95

E 2,302,604.40

N 2,014,112.72

E 2,302,649.72

N 2,014,151.92

E 2,302,900.86

N 2,014,607.49

E 2,302,678.20

N 2,014,608.88

E 2,302,586.63

N 2,014,798.67

E 2,302,522.36

N 2,014,964.64

E 2,302,494.62

N 2,015,125.07

E 2,302,497.85

N 2,015,156.04

E 2,302,479.82

N 2,014,006.67

E 2,302,763.37

N 2,014,006.86

E 2,302,900.77 N 2,014,328.43

E 2,302,826.55

N 2,014,467.40

E 2,302,424.16

N 2,014,369.15

E 2,302,508.79

N 2,014,558.26

E 2,302,478.78

(ABOVE WINTER POOL)

EXISTING BOAT RAMP

RESERVOIR CONTROL TOWER

USACE MAINTENANCE

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RESERVOIR

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CONTRACTOR WORK LIMITS

SURVEY CONTROL POINT

GENERAL SHEET NOTES

LEGEND

CONTROL PROVIDED.

CONTROL WORK. EXISTING TOPOGRAPHY IS BASED ON

CONTRACTOR TO USE CONTROL PROVIDED TO LAY OUT AND 5.

AND NOTIFY COR OF ANY DISCREPANCIES.

CONTRACTOR TO VERIFY CONTROL PRIOR TO CONSTRUCTION 4.

DATUM.

VERTICAL DATUM IS LOCAL U.S. ARMY CORPS OF ENIGNEERS 3.

(NAD83).

HORZONTAL DATUM IS KENTUCKY STATE PLANE SOUTH 1602 2.

VF402.

FOR CONTROL POINT DESCRIPTIONS, SEE SHEETS VF401 AND 1.

USACE - STATUS SET

MAG NAIL IN CONCRETE DOCK

ELEV. 793.23

E. 2,302,671.66

N. 2,014,427.82

#5 REBAR W/ USACE CAP - STATUS SET

ELEV. 876.87

E. 2,302,669.63

N. 2,014,425.83

N T

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AND CONTRACTOR WORK LIMITS CONTROL POINT LOCATIONS, AERIAL PHOTOGRAPH,

1"=80'SCALE:

NORTH

PLAN

80' 160'0

W

2Q R

B0

3_

Pl an s-

USACE - STATUS SET

BRASS DISK IN CONRETE

ELEV. 875.37

E. 2,303,142.35

N. 2,015,156.54

M12

(ABOVE WINTER POOL)

EXISTING BOAT RAMP

RESERVOIR CONTROL TOWER

USACE MAINTENANCE

B U

C K

H O

R N R

E S

E R

V O

IR

D

A M

A C

C E

S S T

O L

A K

E O

F F

IC

E

BUCKHORN

RESERVOIR

VF101

VF102

VF103

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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D E

S

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N E

D B

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C O

N T

R A

C T

N O

S O

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IC

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A

T

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O

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S

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D A

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S I Z

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M A

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®of Engineers

US Army Corps

U .S

A

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E E

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CONTRACTOR WORK LIMITS

SURVEY CONTROL POINT

GENERAL SHEET NOTES

LEGEND

AND VF402.

FOR CONTROL POINT DESCRIPTIONS SEE SHEETS VF401 1.

USACE - STATUS SET

MAG NAIL IN CONCRETE DOCK

ELEV. 793.23

E. 2,302,671.66

N. 2,014,427.82

#5 REBAR W/ USACE CAP - STATUS SET

ELEV. 876.87

E. 2,302,669.63

N. 2,014,425.83

VF100

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OVERALL EXISTING SURVEY CONDITIONS

1"=80'SCALE: 80' 160'0

NORTH

PLAN

W

2Q R

B0

3_

Pl an s-

RIM ELEV. 794.57

CB 5028

INV EL. 790.71

INV EL. 790.78

INV EL. 782.10

NO PARKING SIGN

EX. LIGHT POLE

CONC. PAD

CONC. PAD

GRILL

PICNIC TABLE PAD

CONCRETE

EX. CURB

BUCKHORN LAKE

E X

IS

TI

N

G C

O N C R E

TE

R

A M P

EXISTING ASPHALT

EXISTING

CONCRETE

PAVEMENT

EXI

STI

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A

SP

HALT

P

AVEM

ENT

EX.

" R

CP

EX. LIGHT POLE

EX. DIRT PATH

TREE LINE

TREE LINE

M A

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H L

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S E

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H E

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US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

CONTRACTOR WORK LIMITS

SURVEY CONTROL POINT

GENERAL SHEET NOTES

LEGEND

AND VF402.

FOR CONTROL POINT DESCRIPTIONS SEE SHEETS VF401 1.

VF101

U

C K

H O

R N

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S E

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A1

EXISTING SURVEY CONDITIONS

1"=20'SCALE:

NORTH

PLAN

20' 40'0

W

2Q R

B0

3_

Pl an s-

895 900

INV EL. 834.20

INV EL. 831.71

RIM ELEV. 835.56

CB 5361

RIM ELEV. 814.38

CB 5349

INV EL. 831.53

INV EL. 810.41

INV EL. 810.48

EXIS

TIN

G A

SP

HALT

PAVEMENT

EX.

" R

CP

EX.

" R

CP

EX. LIGHT POLE

EX. GUARDRAIL

EX. PAVED DIT

CH

EX. LIGHT POLE

EX. LIGHT POLE

EX. HEADWALL

TREE LINE

SHALE/ROCK FACE

BUCKHORN LAKE

M A

T C

H L

IN

E

S E

E S

H E

E T

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M A

T C

H L

IN

E

S E

E S

H E

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US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

CONTRACTOR WORK LIMITS

SURVEY CONTROL POINT

GENERAL SHEET NOTES

LEGEND

AND VF402.

FOR CONTROL POINT DESCRIPTIONS SEE SHEETS VF401 1.

VF102

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EXISTING SURVEY CONDITIONS

1"=20'SCALE: 20' 40'0

NORTH

PLAN

W

2Q R

B0

3_

Pl an s-

885 890

DAM INFORMATION SIGN

METAL T-POST

YIELD SIGN

EXISTING ASPHALT PAVEMENT

EX. GUARDRAIL

EX. ELEC. POLE

EX. ELEC. POLE

EX. ELEC. POLE

EX. PAVED DITCH

D A

M R

O A

D

T O L

A K

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SHALE/ROCK FACE

ROCK OUTCROP

M A

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®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

CONTRACTOR WORK LIMITS

SURVEY CONTROL POINT

GENERAL SHEET NOTES

LEGEND

AND VF402.

FOR CONTROL POINT DESCRIPTIONS SEE SHEETS VF401 1.

VF103

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A1

EXISTING SURVEY CONDITIONS

1"=20'SCALE: 20' 40'0

NORTH

PLAN

W

2Q R

B0

3_

Pl an s-

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

W

CONV.

V

COMB. FACTOR

NORTHING

EASTING

(M)

LOCATION:

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

W

CONV.

V

COMB. FACTOR

NORTHING

EASTING

(M)

LOCATION:

DESCRIPTION:

DESCRIPTION:

GEOGRAPHIC COORDINATES (NAD83)

SET set

(US FT)

(FT)(FT)

2015245.83 2014427.82

876.87

2302569.63 2302671.66

GEOGRAPHIC COORDINATES (NAD83)

(US FT)

(US FT)

(US FT)

dec 2023 dec 2023

BUCKHORN, KY

BOAT RAMP TOPO FY24

BUCKHORN lAKE

KENTUCKY SOUTH 1602 (NAD83) KENTUCKY SOUTH 1602 (NAD83)

dec 2023 dec 2023

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

W

CONV.

V

COMB. FACTOR

NORTHING

EASTING

(M)

LOCATION:

CORPS OF ENGINEERS

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

W

CONV.

V

COMB. FACTOR

NORTHING

EASTING

(M)

LOCATION:

CORPS OF ENGINEERS

DESCRIPTION:

DESCRIPTION:

GEOGRAPHIC COORDINATES (NAD83)

SET

The station is a 5/8" rebar with a yellow usace louisville cap.

the station is a magnetic nail set in concrete boat dock.

set

(US FT)

N

(FT)(FT)

N

793.23

GEOGRAPHIC COORDINATES (NAD83)

(US FT)

(US FT)

(US FT)

BUCKHORN, KY

BOAT RAMP TOPO FY24

BUCKHORN lAKE

BUCKHORN FY24 BOAT RAMP TOPO

northeasterly of southwesterly corner of concrete boat dock.

13.6 feet southeasterly of center of sign base and 10.3 feet of boat ramp parking area; 41.3 feet easterly of storm catch basin, Monument 105 is located on the conrete dock near the southerly end pavement.

southerly of gaurdrail and 1.2 feet northerly of north edge of edge of pavement, 18.7 feet westerly of utility pole, 3.2 feet on the west end of buckhorn lake dam; 98.8 feet easterly of west

MONUMENT 1 IS LOCATED IN THE GRASS near the north edge of pavement

10.3' .3

BUCKHORN FY24 BOAT RAMP TOP

37°20'27.27501"

83°28'19.38444"

37°20'19.16506"

83°28'18.36558"

SCALE

NOT TO

SCALE

NOT TO

0.99994541 0.99994540

01°22'53.36" 1°22'53.98"

18.7'

1.2'

98.8' 3.2'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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US Army Corps

U .S

A

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P S

O F

E N

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IN

E E

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GENERAL SHEET NOTES

FOR CONTROL POINT LOCATIONS SEE SHEET VA1001.

VF401

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SURVEY CONTROL POINT DESCRIPTIONS

SCALE: NTS

W

2Q R

B0

3_

Pl an s-

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

W

CONV.

V

NORTHING

EASTING

(M)

LOCATION:

DESCRIPTION:

GEOGRAPHIC COORDINATES (NAD83)

SET

(US FT)

(FT)

2,015,156.53

875.37

2,303,142.35 (US FT)

DEC 2023

M12 kentucky south SPC ZONE 1602 (NAD83)

DEC 2023

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

W

CONV.

V

SCALE FACTOR

NORTHING

EASTING

(M)

LOCATION:

COE

DESCRIPTION:

GEOGRAPHIC COORDINATES (NAD83)

SET

FLUSH WITH THE GROUND.

The station is a CORPS OF ENGINEERS BRASS DISK SET IN CONCRETE, BEING

(US FT)

(FT)

N

(US FT)

buckhorn, KY

BOATRAMP & ROCKFACE FY24

buckhorn lake buckhorn lake fy 24 - tailwater bank erosion

AND 62.6 FEET NORTHERLY OF MONUMENT A1.

FEET EASTERLY OF MONUMENT M13, 121.0 FEET WESTERLY OF MONUMENT M11

THE EDGE OF PAVEMENT AND GUARDRAIL ON TAILWATER CAMP ROAD; 119.5

monument M12 IS LOCATED IN THE NORTHERLY GRAVEL SHOULDER, BETWEEN

38°32'46.38139

95°02'05.93260"

SCALE

NOT TO

1.00016948

-05°37'51.57"

121.0'

119.5'

I

D G

E

S E

R V I

C E

TAILWATER CAMP ROAD

TO M13

TO M11

MON A1

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

GENERAL SHEET NOTES

FOR CONTROL POINT LOCATIONS SEE SHEET VA1001.

VF402

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SURVEY CONTROL POINT DESCRIPTIONS

SCALE: NTS

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®of Engineers

US Army Corps

U .S

A

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IN

E E

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BUCKHORN LAKE

E X

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A M P

EXISTING

CONCRETE

PAVEMENT

EXI

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A

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P

AVEM

ENT

TP-4

TP-3

TP-2

TP-1

TP-5

TP-6

HA-1

HA-1A

HA-2HA-2A

HA-3

HA-3A

HA-4

HA-4A

DISTURB LIMIT

NORTH

PLAN

RECOMPACTED PER SPECIFICATION 31 00 00.00 06 EARTHWORK.

TEST PITS WERE LOOSELY BACKFILLED AND SHALL BE EXCAVATED AND 2.

FOR BORING AND TEST PIT LOGS , REFER TO SHEETS B-201 AND B-202.1.

GENERAL SHEET NOTES

LEGEND

HAND AUGER HA-XX

TEST PIT TP-XX

B-101

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A N

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A1

BORING AND TEST PIT LOCATION PLAN

1"=20'SCALE: 20' 40'0

W

2Q R

B0

3_

Pl an s-

MAJOR DIVISIONS LEGENDS

UNIFIED SOIL CLASSIFICATION

(INCLUDING IDENTIFICATION AND DESCRIPTION)

FIELD IDENTIFICATION PROCEDURES

AND BASING FRACTIONS ON ESTIMATED WEIGHTS)

(EXCLUDING PARTICLES LARGER THAN 3 INCHES

C O

A R

S E

-G R

A

IN

E D

S O

IL

S

M O

R E

T H

A N

H A

L F

O F

M A

T E

R

IA

L I

S L

A R

G E

R T

H A

N N

O

S

IE

V

E S

IZ

E

TYPICAL NAMES LABORATORY CLASSIFICATION CRITERIA

LITTLE OR NO FINES.

WELL-GRADED GRAVELS, GRAVEL-SAND MIXTURES,

AMOUNTS OF ALL INTERMEDIATE PARTICLE SIZES.

WIDE RANGE IN GRAIN SIZES AND SUBSTANTIAL

WITH SOME INTERMEDIATE SIZES MISSING.

PREDOMINANTLY ONE SIZE OR A RANGE OF SIZES

(FOR IDENTIFICATION PROCEDURES SEE ML BELOW).

NONPLASTIC FINES OR FINES WITH LOW PLASTICITY

(FOR IDENTIFICATION PROCEDURES SEE CL BELOW).

PLASTIC FINES

OF ALL INTERMEDIATE PARTICLE SIZES.

WIDE RANGE IN GRAIN SIZE AND SUBSTANTIAL AMOUNTS

WITH SOME INTERMEDIATE SIZES MISSING.

PREDOMINANTLY ONE SIZE OR A RANGE OF SIZES

(FOR IDENTIFICATION PROCEDURES SEE ML BELOW).

NONPLASTIC FINES OR FINES WITH LOW PLASTICITY

SILTY SANDS, SAND-SILT MIXTURES.

SANDS, LITTLE OR NO FINES.

POORLY-GRADED SANDS, GRAVELLY

SANDS, LITTLE OR NO FINES.

WELL-GRADED SANDS, GRAVELLY

CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURES.

LITTLE OR NO FINES.

POORLY-GRADED GRAVELS, GRAVEL-SAND MIXTURES,

SM

SP

SW

GC

GM

GP

GW

(FOR IDENTIFICATION PROCEDURES SEE CL BELOW).

PLASTIC FINES

L E

S S

T H

A N

L

IQ

U

ID

L

IM

IT

S

IL

T S

A N

D C

L A

Y S

G R

E A

T E

R T

H A

N

E Q

U A

L T

O

IQ

U

ID

L

IM

IT

S

IL

T S

A N

D C

L A

Y S

M O

R E

T H

A N

H A

L F

O F

M A

T E

R

IA

L I

S S

M A

L L

E R

T H

A N

N O

S

IE

V E

S

IZ

E

F

IN

E -G

R A

IN

E

D S

O

IL

S

HIGHLY ORGANIC SOILS PT PEAT AND OTHER HIGHLY ORGANIC SOILS.

PLASTICITY, ORGANIC SILTS.

ORGANIC CLAYS OF MEDIUM TO HIGH

OH

CH FAT CLAYS.

INORGANIC CLAYS OF HIGH PLASTICITY,

SOILS, ELASTIC SILTS.

DIATOMACEOUS FINE SANDY OR SILTY

INORGANIC SILTS, MICACEOUS OR

MH

OL OF LOW PLASTICITY.

ORGANIC SILTS AND ORGANIC SILTY CLAYS

CLAYS, SILTY CLAYS, LEAN CLAYS.

PLASTICITY, GRAVELLY CLAYS, SANDY

INORGANIC CLAYS OF LOW TO MEDIUM

CL

ML OR CLAYEY SILTS WITH SLIGHT PLASTICITY.

ROCK FLOUR, SILTY OR CLAYEY FINE SANDS

INORGANIC SILTS AND VERY FINE SANDS,

ON FRACTION SMALLER THAN NO. 40 SIEVE SIZE.

IDENTIFICATION PROCEDURES

CHARACTERISTICS)

(CRUSHING

DRY STRENGTH

TO SHAKING)

(REACTION

DILATANCY

NEAR PL)

(CONSISTENCY

TOUGHNESS

NONEQUICK TO SLOW NONE TO SLIGHT

MEDIUM TO HIGH MEDIUM

SLIGHTSLOW

MEDIUM

SLIGHT TO

MEDIUM

SLIGHT TO

SLOW TO NONE

MEDIUM

SLIGHT TO

HIGH

VERY HIGH

HIGH TO

NONE

MEDIUM

SLIGHT TO

VERY SLOW

NONE TO

MEDIUM TO HIGH

TEXTURE.

SPONGY FEEL AND FREQUENTLY BY FIBROUS

READILY IDENTIFIED BY COLOR, ODOR,

E Q

U

IV

A L

E N

T T

O T

H E

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(F O

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IS

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31 4 6

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IN

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A N

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(M O

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S A

N D

S W

H

GENERAL NOTES

TERMS FOR THICKNESS OF ROCK BEDDINGTERMS FOR HARDNESS OF BEDROCK

WEATHERING

RELATIVE DENSITY AND CONSISTENCY

CORRELATION OF PENETRATION RESISTANCE (ASTM D 1586) WITH

SOIL DESCRIPTIVE TERMS SIZE

ABBREVIATIONS

NOT MEETING ALL GRADATION REQUIREMENTS FOR GW

"A" LINE WITH PI LESS THAN 4

ATTERBERG LIMITS BELOW

"A" LINE WITH PI GREATER THAN 7

ATTERBERG LIMITS ON OR ABOVE SYMBOLS.

REQUIRING USE OF DUAL

ARE BORDERLINE CASES

PI BETWEEN 4 AND 7

ABOVE "A" LINE WITH

NOT MEETING ALL GRADATION REQUIREMENTS FOR SW

"A" LINE WITH PI GREATER THAN 7

ATTERBERG LIMITS ON OR ABOVE

"A" LINE WITH PI LESS THAN 4

ATTERBERG LIMITS BELOW

t o

M O

R E

T H

A N

L E

S S

T H

A N

B O

R D

E R

L

IN

E C

A S

E S

R E

Q U

IR

IN

G D

U A

L S

Y M

B O

L S

G M

G

C S

M S

C

G W

G

P

S W

S

P

FOR LABORATORY CLASSIFICATION OF FINE-GRAINED SOILS

LIQUID LIMIT

PLASTICITY CHART

P L

A S

T

IC

IT

Y

I N

D E

X

WITH INCREASING PLASTICITY INDEX

TOUGHNESS AND DRY STRENGTH INCREASE

COMPARING SOILS AT EQUAL LIQUID LIMIT,

"U

LI

N E

"A " L

IN

E

ML OR OL

C L

O R O

L

CL-ML

90 10080706050403020100

U S

E G

R A

IN

-S

IZ

E

C U

R V

E I

N I

D E

N T

IF

Y

IN

G

T H

E F

R A

C T

IO

N

S A

S G

IV

E

N U

N D

E R

F

IE

L D

I D

E N

T

IF

IC

A

T

IO

N

C O

A R

S E

-G R

A

IN

E D

S O

IL

S

A R

E C

L A

S S

IF

IE

D A

S F

O L

L O

W S

D E

P E

N D

IN

G

O N

P E

R C

E N

T A

G E

O F

F

IN

E S

F

R A

C T

IO

N

S M

A L

L E

R T

H A

N N

O

S

IE

V

E S

IZ

E

D E

T E

R M

IN

E

P E

R C

E N

T A

G E

S O

F G

R A

V E

L A

N D

S A

N D

F R

O M

G R

A

IN

-S

IZ

E C

U R

V E

60 10 D X D

C

C = 30 BETWEEN 1 AND 3

(D )

D

U

C = 60 GREATER THAN 6

D

60 10 D X D

C

C = 30 BETWEEN 1 AND 3

(D )

D

U

C = 60 GREATER THAN 4

D

50 TO 100%MOSTLY

30 TO 45%SOME

15 TO 25%LITTLE

5 TO 10% FEW

LESS THAN 5%TRACE

0.075 MM TO 0.425 MMFINE SAND

0.425 MM TO 2 MMMEDIUM SAND

2 MM TO 1/4 INCHCOARSE SAND

1/4 INCH TO 3/4 INCHFINE GRAVEL

3/4 INCH TO 3 INCHESCOARSE GRAVEL

3 INCHES TO 12 INCHESCOBBLE

>12 INCHESBOULDER

HARD OVER 30

VERY STIFF 15-30 CLAYS

STIFF 8-15 AND

MED STIFF 4-8 SILTS

SOFT 2-4

VERY SOFT 0-2

(BLOWS PER FOOT)

CONSISTENCY PENETRATION RESISTANCE,N60

VERY DENSE GRAVELS OVER 50

AND 30-50 DENSE

MED DENSE 10-30 SANDS

LOOSE 4-10

VERY LOOSE 0-4

(BLOWS PER FOOT)

RELATIVE DENSITY PENETRATION RESISTANCE,N60

THERE IS A LARGE CHANGE IN VOLUME, BUT THE SOIL HAS NOT BEEN SIGNIFICANTLY TRANSPORTED.

RESIDUAL SOIL - ALL ROCK MATERIAL IS CONVERTED TO SOIL. THE MASS STRUCTURE AND MATERIAL FABRIC DESTROYED.

IS STILL LARGELY INTACT.

DECOMPOSED - ALL ROCK MATERIAL IS DECOMPOSED AND/OR DISINTEGRATED TO SOIL. MASS STRUCTURE/TEXTURE

TEXTURE INDISTINCT BUT FABRIC PRESERVED. STRENGTH GREATLY REDUCED.

DISCOLORED ROCK IS PRESENT EITHER AS A DISCONTINUOUS FRAMEWORK OR AS CORE STONES.

HIGHLY WEATHERED - MORE THAN HALF OF THE ROCK MATERIAL IS DECOMPOSED OR DISINTEGRATED. FRESH OR

TEXTURE PRESERVED BUT STRENGTH LESS THAN UNWEATHERED ROCK.

DISCOLORED ROCK IS PRESENT EITHER AS A CONTINUOUS FRAMEWORK OR AS CORE STONES.

MODERATELY WEATHERED - 10 T0 50 PERCENT OF THE ROCK MATERIAL IS DECOMPOSED OR DISINTEGRATED. FRESH OR

- SLIGHT DISCOLORATION OR ALTERATION ON SURFACES AND DISCONTINUITIES. STRENGTH PRESERVED. SLIGHTLY WEATHERED

PERHAPS SLIGHT DISCOLORATION ON MAJOR DISCONTINUITY SURFACES.

UNWEATHERED - NO VISIBLE SIGN OF ROCK MATERIAL WEATHERING (I.E., NO CHEMICAL OR MECHANICAL ALTERATION).

>3.0 FEETMASSIVE

1.0 TO 3.0 FEET THICK BED

0.5 TO 1.0 FOOTMEDIUM BED

0.2 TO 0.5 FOOTTHIN BED

0.02 TO 0.2 FOOTBAND

<0.02 FOOTPARTING

SEVERAL HARD HAMMER BLOWS TO BREAK SPECIMEN.

CANNOT BE SCRATCHED WITH KNIFE. - VERY HARD

HARD HAMMER BLOW TO BREAK SPECIMEN.

DIFFICULT TO SCRATCH WITH KNIFE. - HARD

HARD - CANNOT BE SCRATCHED WITH FINGERNAIL.

CAN BE SCRATCHED EASILY WITH KNIFE.MODERATELY

ONLY EDGES CAN BE BROKEN WITH FINGERS.

CAN BE SCRATCHED WITH FINGERNAIL. - SOFT

CAN BE INDENTED EASILY WITH THUMB.VERY SOFT -

IS PERFORMED BY OTHERS.

GENERAL NOTE 6 MAY NOT BE APPLICABLE WHEN EXPLORATION AND TESTING14.

OTHERWISE.

THE MODIFIED PROCTOR METHOD IN ACCORDANCE WITH ASTM D1557, UNLESS NOTED

MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT WERE OBTAINED USING13.

TIME OF DRILLING. THE ELEVATION MAY HAVE CHANGED SINCE THAT TIME.

SURFACE ELEVATION SHOWN ON THE DRILLING LOGS IS THE ELEVATION AT THE12.

CONTENT OF MATERIAL ON DATE TESTED.

MOISTURE CONTENT (MC) AS SHOWN ON GRAPHIC LOG REPRESENTS THE MOISTURE 11.

WITH DIAMOND BIT, UNLESS OTHERWISE INDICATED.

CORE HOLES WERE COMPLETED BY AN NX OR NQ WIRE LINE SIZE CORE BARREL 10.

DRIVE SAMPLES WERE TAKEN WITH A 1 3/8" I.D. -2" O.D. X 2'-8" SPLIT SPOON.9.

DRILLING WATER LOST IN THE DRILL HOLE.

THE TERM "LOST WATER" IF SHOWN ON THE LOGS INDICATES A QUANTITY OF8.

WITHHELD INFORMATION ON SUBSURFACE CONDITIONS.

RESULTS, SHALL NOT BE GROUNDS FOR A CLAIM THAT THE GOVERNMENT

REPRESENTED BY THE DRILLING LOGS, INCLUDING LABORATORY TEST

FAILURE OF THE CONTRACTOR TO AVAIL THEMSELVES OF THE INFORMATION 7.

FEDERAL OFFICE BUILDING, LOUISVILLE, KY.

ENGINEER. U.S. ARMY ENGINEER DISTRICT, LOUISVILLE, CORPS OF ENGINEERS,

PERFORMED) AND EDITED LOGS MAY BE VIEWED IN THE OFFICE OF THE DISTRICT

LABORATORY TESTS FOR SHEAR, CONSOLIDATION, PERMEABILITY, ETC. WHEN

FIELD BOOKS, FIELD LOGS, LABORATORY LOGS (PRESENTING THE RESULTS OF6.

BY ANALYSIS IN THE LABORATORY, AS APPROPRIATE.

ON THE DRILLING LOGS WERE DETERMINED IN THE FIELD AND LATER SUPPLEMENTED

CLASSIFICATIONS AND PHYSICAL CHARACTERISTICS OF SOIL AND ROCK AS SHOWN5.

MATERIAL IS DENOTED AS OVERBURDEN.

RECOVERING SAMPLES ABOVE ROCK, SUITABLE FOR EXAMINATION OR TESTS, THE

WHEREVER THE METHOD OF EXPLORATION PRECLUDED THE POSSIBILITY OF 4.

DRILL LOCATION.

BE CONSTRUED AS INDICATING THE ABSENCE OF GROUNDWATER AT A PARTICULAR

OBSERVATIONS. THE OMISSION OF GROUNDWATER ELEVATIONS SHALL NOT NECESSARILY

ANY DATE OTHER THAN THAT SHOWN ON THE LOGS MUST BE DETERMINED BY SEPARATE

FLUCTUATIONS, AND STREAM STAGES, THEREFORE, ACTUAL LEVEL OF GROUNDWATER ON

GROUNDWATER LEVELS WILL VARY IN ACCORDANCE WITH RAINFALL, RESERVOIR POOL3.

TRUE GROUNDWATER LEVEL.

BY DRILLING OPERATIONS AND SHOULD NOT BE CONSTRUED AS INDICATING THE

WATER ELEVATIONS INDICATED ON THE DRILLING LOGS MAY HAVE BEEN INFLUENCED2.

LOGS FOR THE EXPLORATION METHOD USED.

IMPRACTICAL WITH THE EXPLORATION METHOD USED. SEE THE INDIVIDUAL DRILLING

REFUSAL IS DEFINED AS THE POINT BEYOND WHICH FURTHER PENETRATION WAS1.

CLAYEY SANDS, SAND-CLAY MIXTURES.

RQD ROCK QUALITY DESIGNATION

RECOVERYREC

RC ROCK CORE

STRENGTH PER ASTM D2166

UNCONFINED COMPRESSIVE QU

PP POCKET PENETROMETER

PLASTIC LIMITPL

PI PLASTICITY INDEX

OPTIMUM MOISTURE CONTENT OMC

FREE-FALL HAMMER ENERGY (60%)

SPECIFIED PERCENTAGE OF THE THEORETICAL

BLOW COUNT CORRECTED FOR THEN60

BLOW COUNT (PENETRATION RESISTANCE)N

MAXIMUM DRY DENSITYMDD

MC MOISTURE CONTENT

LL LIQUID LIMIT

HOLLOW STEM AUGER HSA

CONTINUOUS FLIGHT AUGERCFA

SYMBOLS.

REQUIRING USE OF DUAL

ARE BORDERLINE CASES

PI BETWEEN 4 AND 7

ABOVE "A" LINE WITH

SILTY GRAVELS, GRAVEL-SAND-SILT MIXTURES.

C H O

R O

H

VERY SLOW

NONE TO

MH OR OH

SC

SYMBOLS

GROUP

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

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F

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J

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®of Engineers

US Army Corps

U .S

A

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SOIL AND ROCK CLASSIFICATION

SCALE: NTS

J R

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BORING LOGS

SCALE: NTS

A N

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SCALE: NTS

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(ABOVE WINTER POOL)

EXISTING BOAT RAMP

RESERVOIR CONTROL TOWER

USACE MAINTENANCE

B U

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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U .S

A

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CONTRACTOR WORK LIMITS

STOCKPILE AREAS.

REMOVE AND RESTORE ALL TEMPORARY LAYDOWN, STAGING, AND 17.

REMOVE ALL TEMPORARY EPSC CONTROLS INCLUDING TURBIDITY BARRIER.16.

REINSTALL PERMANENT DITCH CHECK AS NECESSARY.15.

AFTER STABILIZATION, REMOVE TEMPORARY TOE OF CUT SLOPE CONTROLS.14.

REMOVE TEMPORARY PAVEMENT EDGE CONTROLS.

PERMANENT DITCH CHANNEL LINING, RIPRAP SLOPE PROTECTION, AND

REMOVE DITCH CHECKS, REMOVE ANY SEDIMENT ACCUMULATION, PLACE 13.

CONSTRUCT PAVEMENT AND INSTALL CURB TURNOUT CONTROLS.12.

ESTABLISH CONCRETE WASHOUT FACILITY.11.

INSPECT AND ADJUST CONTROLS.10.

PREPARE PAVEMENT SUBGRADE.9.

APPLY SLOPE STABILIZATION MEASURES.8.

PERFORM CUT AND FILL OPERATIONS.7.

ROUGH GRADE DITCHES AND INSTALL DITCH CHECKS.6.

INSTALL INLET PROTECTION.5.

CONTROLS.

INSTALL DOWNSLOPE EDGE OF PAVEMENT AND CUT TOE OF SLOPE 4.

BEGIN CLEARING, THEN DEMOLITION.3.

INSTALL PERIMETER CONTROLS.2.

ESTABLISH CONSTRUCTION ENTRANCE. COORDINATE LOCATION WITH COR.1.

PLAN PRE-CONSTRUCTION SUBMITTAL.

NOTE: CONTRACTOR MUST PROVIDE ACTUAL SEQUENCE OF WORK IN THE SITE

ASSUMED CONSTRUCTION SEQUENCE

LEGEND

PERCENT SLOPES, VERY STONY FINISHED GRADIENT MAX. STEEPNESS = 2:1.

SITE SOILS = uShgF - SHELOCTA-HIGHSPLINT-GILPIN COMPLEX, 20 TO 70

TOTAL LAND DISTURBANCE = 1.50 ACRES7.

(SWPPP) IN ACCORDANCE WITH SPECIFICATION SECTION 01 57 00.00 09.

IMPLEMENT THE APPROVED STORMWATER POLLUTION PREVENTION PLAN 6.

REINFORCING SYSTEM.

NOT TO RECEIVE ROCK SURFACING, PAVING, OR SPECIAL TURF

TOPSOIL, SEED, AND INSTALL EROSION CONTROL BLANKET ON ALL AREAS 5.

WITH IDENTIFYING SIGNAGE. COORDINATE LOCATION WITH COR.

PRIOR TO ANY CONCRETE DELIVERY, INSTALL CONCRETE WASHOUT STATION 4.

COORDINATE LOCATIONS WITH THE COR.

INSTALL PERIMETER CONTROL FOR ALL TEMPORARY STOCKPILES. 3.

NECESSARY TO ACCOMMODATE THE WORK.

CONSTRUCTION. CONTRACTOR IS RESPONSIBLE TO ADJUST CONTROLS AS

EPSC MEASURES SHOWN ENCOMPASS BASE BID AND OPTIONED 2.

AND LABELS ARE SHOWN SOLID AND UNSHADED.

EXISTING CONTOUR LINES SHOWN ARE SHADED. PROPOSED CONTOURS 1.

GENERAL SHEET NOTES

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PERCENT SLOPES, VERY STONY FINISHED GRADIENT MAX. STEEPNESS = 2:1.

SITE SOILS = uShgF - SHELOCTA-HIGHSPLINT-GILPIN COMPLEX, 20 TO 70

TOTAL LAND DISTURBANCE = 1.50 ACRES.7.

(SWPPP) IN ACCORDANCE WITH SPECIFICATION SECTION 01 57 00.00 09.

IMPLEMENT THE APPROVED STORMWATER POLLUTION PREVENTION PLAN 6.

REINFORCING SYSTEM.

NOT TO RECEIVE ROCK SURFACING, PAVING, OR SPECIAL TURF

TOPSOIL, SEED, AND INSTALL EROSION CONTROL BLANKET ON ALL AREAS 5.

WITH IDENTIFYING SIGNAGE. COORDINATE LOCATION WITH COR.

PRIOR TO ANY CONCRETE DELIVERY, INSTALL CONCRETE WASHOUT STATION 4.

COORDINATE LOCATIONS WITH THE COR.

INSTALL PERIMETER CONTROL FOR ALL TEMPORARY STOCKPILES. 3.

NECESSARY TO ACCOMMODATE THE WORK.

CONSTRUCTION. CONTRACTOR IS RESPONSIBLE TO ADJUST CONTROLS AS

EPSC MEASURES SHOWN ENCOMPASS BASE BID AND OPTIONED 2.

AND LABELS ARE SHOWN SOLID AND UNSHADED.

EXISTING CONTOUR LINES SHOWN ARE SHADED. PROPOSED CONTOURS 1.

GENERAL SHEET NOTES

SHEET KEYNOTES

SEE SHEET GC502, DETAIL H1.

BIODEGRADABLE, FIBER ROLL SLOPE INTERUPTION;13.

POTENTIAL SPRING OUTLET. VERIFY IN FIELD AND EXERCISE CAUTION.12.

TEMPORARY FLOATING TURBIDITY BARRIER FOR RESERVOIR APPLICATION.11.

SEE SHEET CS503, DETAIL M1.

PERMANENT RIPRAP SLOPE PROTECTION PER SITE PLAN;10.

SEE SITE PLANS AND SHEET SHEET CS503.

PERMANENT SLOPE STABILIZATION OF TURF REINFORCEMENT MAT AND SOD; 9.

TEMPORARY CURB FLUME PROTECTION; SEE…