W912QR25BA012_Plans-0000.pdf

PDF 33 MB Posted Apr 7, 2025

Attached to: Buckhorn Tailwater Stabilization - ****Amendment 0001 Issued****
Solicitation number: W912QR25BA012
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Apr 7, 2025

This document is a comprehensive set of engineering design plans for the Buckhorn Tailwater Streambank Erosion Repair Project located in Buckhorn, Kentucky, prepared by the U.S. Army Corps of Engineers Louisville District. The project involves stabilizing approximately 500 linear feet of streambank along Squabble Creek that experienced severe erosion during a 2022 flood event, which is threatening adjacent camper pads. The planned repairs include regrading the streambank, installing riprap stone protection, regrading and reconstructing multiple campsites with gravel and concrete camping pads, and performing asphalt road repairs.

The project specifications detail precise technical requirements, including erosion prevention measures, specific grading and slope specifications, and environmental considerations for protecting endangered darter species in the creek. The contract is structured as a Design/Bid/Build procurement with a 60-calendar day construction timeline, set aside exclusively for small businesses. The estimated contract value falls under NAICS code 237990 for Heavy and Civil Engineering Construction, with the Louisville District Corps of Engineers serving as the contracting agency. Design plans include detailed site surveys, aerial imagery, demolition plans, civil site plans, grading plans, and comprehensive technical drawings specifying construction methodologies and material specifications.

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Other files

File	Type	Posted
W912QR25BA012 Amendment 0001- Buckhorn Tailwater Bank Stabilization.zip	ZIP file	May 5, 2025
Site Visit Sign-In Sheet.pdf	PDF	Apr 17, 2025
W912QR25BA012 Solicitation and Price Breakout Schedule - Buckhorn Tailwater Bank Stabilization.zip	ZIP file	Apr 7, 2025
W912QR25BA012_Specs-0000.pdf	PDF	Apr 7, 2025

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SHEET ID

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

LOUISVILLE DISTRICT

BUCKHORN TAILWATER STREAMBANK EROSION

BUCKHORN, KY

P2 511801, FY2025

NOV, 2024

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US Army Corps of Engineers ®

PROJECT

LOCATION

LAYDOWN

AREA

07 March 2025

W912QR25BA012

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KENTUCKY

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VIRGINIA

ILLINOIS

N CAROLINA

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PLAN

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PROJECT SITE LOCATION

PROJECT

LOCATION

LAYDOWN

AREA

PERRY COUNTY

A12 SCALE: NTS

LOCATION MAPA1 SCALE: NTS

AREA MAP

H12 SCALE: NTS

VICINITY MAP

ARIMS: 1200 Disposition: Permanent

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PROJECT LOCATION

USACE PROJECT OFFICE

NTRACTO

HAUL RO

UTE

KY HW

Y 28

SCHOOL HOUSE BRANCH RD

KY HWY 2022 BU

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GROSS LN

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CAMPGROUND ROAD

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A1 SCALE: 1"=100'

CONTRACTOR HAUL ROUTE

PLAN

NORTH

100' 200'0

1. FOR CONTRACTOR WORK LIMITS REFER TO SHEET VA101

2. THE FOOTPRINT OF GROUND DISTURBANCE ACTIVITIES MUST BE MINIMIZED

AND LIMITED TO THE PROJECT AREA

3. FUGITIVE DUST CONTROL BEST MANAGEMENT PRACTICES (E.G. PERIODIC

WATERING, SWEEPING), MUST IMPLEMENTED DURING SITE PREPARATION

AND CONSTRUCTION.

GENERAL SHEET NOTES

LEGEND

HAUL ROUTE

ARIMS: 1200 Disposition: Permanent

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ELEC ELEC

ELEC

ELEC E

E E

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SAN

SANSAN

SAN

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SQUABBLE CREEK

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

(GRASS)

(ASPHALT)

(WOODS)

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SCALE: 1"=30'

PHOTOGRAPHY LOCATION PLAN

PLAN

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GENERAL SHEET NOTES

LEGEND

GI006

H2GI006

GI006

H14

GI006

A14

GI007

H14

GI007

A2 GI007

GI007

A14

G-00X

DET #

1. SEE SHEETS GI006 - GI007 FOR SITE PHOTOS.

2. SEE VF101 AND VF401 FOR FIELD SURVEY DATA.

3. SEE VA101 FOR AERIAL SURVEY PLAN.

4. DATES OF PHOTOGRAPHS ARE 2-5-2024 AND

5-17-2024

5. AERIAL PHOTOGRAPH IMPORTED FROM BING MAPS

4-20-2024

PHOTO LOCATION

ARROW DENOTES

DIRECTION

CONTRACTOR WORK

LIMITS

CAMPSITE NUMBER26

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SITE PHOTO (004)

SCALE: NTSA2 SITE PHOTO (005)

SCALE: NTSA8 SITE PHOTO (006)

SCALE: NTSA14

SITE PHOTO (001)

SCALE: NTSH2 SITE PHOTO (002)

SCALE: NTSH8 SITE PHOTO (003)

SCALE: NTSH14

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CAMPSITE 22 CAMPSITE 24

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SITE PHOTO (010)

SCALE: NTSA2 SITE PHOTO (011)

SCALE: NTSA8 SITE PHOTO (012)

SCALE: NTSA14

SITE PHOTO (007)

SCALE: NTSH2 SITE PHOTO (008)

SCALE: NTSH8 SITE PHOTO (008)

SCALE: NTSH14

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CAMPSITE 25 CAMPSITE 26 CAMPSITE 25

CAMPSITE 24 CAMPSITE 22 CAMPSITE 25

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725724

723724

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725724

ELEC ELEC

ELEC

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RE 3

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B-1 B-1 O

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B-2

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SQUABBLE CREEK

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

PROPOSED

CONCRETE PAD

PROPOSED

CONCRETE PAD

SSF

PROPOSED

GRAVEL PAD

(GRASS)

(ASPHALT)

(WOODS)

TURNAROUND AREA

(SEE DETAIL A1 ON SHEET GC501)

FLOW

731730

2.00:1

732730

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D B

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B Y:

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SHEET ID

SCALE: 1"=20'

EROSION PREVENTION AND SEDIMENT CONTROL PLAN

PLAN

NORTH

I.W

D .L

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20' 40'0

SHEET KEYNOTES

LEGEND

CE CE

1. EXISTING CONTOUR LINES SHOWN ARE SHADED.

PROPOSED CONTOURS AND LABELS ARE SHOWN SOLID

AND UNSHADED.

2. EPSC MEASURES SHOWN ENCOMPASS BASE BID AND

OPTIONS CONSTRUCTION. CONTRACTOR IS

RESPONSIBLE TO ADJUST CONTROLS AS NECESSARY AS

WORK PROGRESSES OR SITE CONDITIONS CHANGES.

3. INSTALL PERIMETER CONTROL FOR ALL TEMPORARY

STOCKPILES. COORDINATE LOCATIONS WITH THE COR.

4. PRIOR TO ANY CONCRETE DELIVERY, INSTALL

CONCRETE WASHOUT STATION WITH IDENTIFYING

SIGNAGE. COORDINATE LOCATION WITH COR.

5. TOPSOIL, SEED, AND INSTALL EROSION CONTROL

BLANKET ON ALL AREAS NOT TO RECEIVE ROCK

SURFACING OR PAVING IN ACCORDANCE WITH

SPECIFICATION SECTION 32 92 19 SEEDING.

6. IMPLEMENT BMPS IN ACCORDANCE WITH SPECIFICATION

SECTION 01 57 00.00 06, KPDES PROGRAM, AND KY BMP

MANUAL.

7. TOTAL LAND DISTURBANCE = 0.83 ACRES.

SITE SOILS = SANDY LEAN CLAYS (CL) ARE PREDOMINANT

THROUGHOUT THE SITE. SANDY SILTY CLAY (CL-ML),

CLAYEY SAND (SC), AND SILTY, CLAYEY SAND (SC-SM)

PERCENT SLOPES = 0 TO 6 PERCENT. 2:1 FOR

STREAMBANK.

8. CONTRACTOR MUST PROVIDE ACTUAL SEQUENCE OF

CONSTRUCTION IN THE CONSTRUCTION SITE PLAN

PRE-CONSTRUCTION SUBMITTAL.

9. LAND DISTURBANCE OCCURS ONLY IN THE

CONSTRUCTION AREA SHOWN ON THIS SHEET.

SSF

1. INSTALL CONCRETE WASHOUT ON LEVEL GRAVEL PAD.

(DETAIL H11; SHEET CG501)

2. RESTORE DISTURBED AREAS TO PRE-CONSTRUCTION OR

BETTER GRASSED SURFACING. UFGS SECTION 32 92 19

SEEDING

3. INSTALL PERIMETER FILTER TUBE OR FIBER ROLL. SILT

FENCE MAY BE USED AS AN ALTERNATIVE. REMOVE

PERIMETER CONTROLS AFTER FINAL SITE STABILIZATION.

(DETAIL A11; SHEET GC501)

4. INSTALL FLOATING TURBIDITY BARRIER. (DETAIL G1; SHEET

GC501)

5. BANK SLOPE TO RECEIVE PERMANENT RIPRAP

PROTECTION. SEE SHEETS CS101, CG101, AND CS501.

FLOW

PROPOSED CONTRACTOR WORK LIMITS

PROPOSED FLOATING TURBIDITY BARRIER

(DETAIL G1, SHEET GC502)

SHEET KEYNOTES FIBER ROLL, FILTER

TUBE, OR SILT FENCE PER KEY NOTE

PROPOSED CONCRETE WASHOUT (DETAIL

H11, SHEET GC501)

PROPOSED TEMPORARY CONSTRUCTION

ENTRANCE (DETAIL A1 SHEET GC501)

FLOW ARROW

EXISTING CONTOURS

PROPOSED CONTOURS

ARIMS: 1200 Disposition: Permanent

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SECTION NTS

PLAN NTS

8" MIN. FILTER SOCK

AREA TO BE PROTECTEDWORK AREA

WORK AREA

AREA TO BE PROTECTED

8" MIN. FILTER SOCK

WATER FLOW

PAVEMENT OR

IMPERVIOUS SURFACE CONCRETE BLOCKS OR SAND BAGS

SIZED AS NEEDED (10' O.C.)

CONCRETE BLOCKS OR SAND BAGS

SIZED AS NEEDED (10' O.C.)

PAVEMENT APPLICATION

WORK AREA

PYRAMID STAKING DETAIL

18" MIN.

ALTERNATE STAKING

OPTION

CLOSED END

STAKE

SECTION VIEW

WORK AREA

TOP VIEW

NON-PAVEMENT APPLICATION

NOTES:

1. ALL MATERIAL TO MEET SPECIFICATIONS.

2. FILTER MEDIA TO MEET APPLICATION REQUIREMENTS.

3. FILTER MEDIA TO BE DISPERSED ON SITE.

FLOW

TOP VIEW

SECTION VIEW

FILTER TUBE

SCALE: NTSA11

FILTER SILT SOCK

(8", 9", OR 12" TYPICAL)

FILTER SILT SOCK

(8", 9" OR 12" TYPICAL)

NOTES:

1. PRODUCT TO BE INSTALLED IN ACCORDANCE WITH MFTR INSTRUCTIONS.

2. WATTLE, FILTER TUBE, FIBER ROLL, AND SEDIMENT SOCK PRODUCTS MUST

BE SELECTED IN ACCORDANCE WITH MFTR RECCOMENDATIONS.

3. PRODUCT MUST BE STABLE THROUGHOUT CONSTRUCTION AND NOT

ALLOW INFILL MATERIALS TO ESCAPE CONTAINMENT AND ENTER DITCHES,

STRUCTURES OR WATERWAYS.

4. REMOVE TEMPORARY TUBE PRODUCT AFTER WORK AREA IS STABILIZED.

ROAD

CONSTRUCTION ENTRANCE/EXIT (CE)

SCALE: NTSA1

2"x2"x36" HARDWOOD STAKE @ 10' O.C.

START 5' FROM ANGLED STAKES

(2) 2"x2"x48+" HARDWOOD STAKES

WRAPPED WITH 16 GUAGE

AREA TO BE

PROTECTED

2" SQ. WOODEN STAKES

AT 10' ON CENTER

OVERLAPPING SECTIONS

FORM CONNECTION

2" SQ. WOODEN STAKES

AT 10' ON CENTER

WIRE @ 10' O.C.

CONNECTION/ATTACHMENT DETAIL

DIVERSION RIDGE

IF GRADES ARE >/= 2%

6" LAYER

KYTC NO.3

ELEVATION

BRIDGE

WORK

DANGER BUOY

(BRIDGE WORK

EXAMPLE)

NOTES:

1. SILT CURTAINS FLOATING TURBIDITY BARRIER SHOULD BE ORIENTED

PARALLEL TO THE DIRECTION OF FLOW.

2. FOR SITES NOT SUBJECT TO HEAVY WAVE ACTION, THE CURTAIN

HEIGHT SHALL PROVIDE SUFFICIENT SLACK TO ALLOW THE TOP OF

THE CURTAIN TO RISE TO THE MAXIMUM EXPECTED HIGH-WATER

LEVEL (INCLUDING WAVES) WHILE THE BOTTOM MAINTAINS

CONTINUOUS CONTACT WITH THE BOTTOM OF THE WATER BODY. THE

BOTTOM EDGE OF THE CURTAIN SHALL HAVE A WEIGHT SYSTEM

CAPABLE OF HOLDING THE BOTTOM OF THE CURTAIN DOWN AND

CONFORMING TO THE BOTTOM OF THE WATER BODY, SO AS TO

PROHIBIT ESCAPE OF TURBID WATER UNDER THE CURTAIN.

3. THE SILT CURTAIN SHALL BE LOCATED BEYOND THE LATERAL LIMITS

OF THE CONSTRUCTION SITE AND FIRMLY ANCHORED INTO PLACE

(THE ALIGNMENT SHOULD BE SET AS CLOSE TO THE WORK AREA AS

POSSIBLE BUT NO SO CLOSE AS TO BE DISRUPTED BY

CONSTRUCTION EQUIPMENT).

4. DANGER BUOYS SHALL BE USED AS DIRECTED BY THE COAST GUARD

OR DNR PERMIT WHEN WORKING IN NAVIGABLE WATERS.

5. THE ENDS OF THE SILT CURTAIN SHALL BE SECURELY ANCHORED

AND KEYED IN ORDER TO ENCLOSE AREA.

6. A GENERAL RULE OF THUMB FOR ATTACHING ANCHORS IS TO DO SO

AT 100' INTERVALS (DEPENDING ON CURRENT AND TIDAL CONDITIONS,

IT MAY BE NECESSARY TO ANCHOR THE BARRIER ON BOTH SIDES-AS

SHOWN).

7. SELECT, INSTALL, AND MAINTAIN SILT CURTAIN/ TURBIDITY BARRIER

IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION.

FLOATING TURBIDITY BARRIER (TB)

SCALE: NTSG1

PLAN

ANCHOR SYSTEM AND LAYOUT DETAILS

STRAW BALE ANCHOR SECTIONS

PLAN VIEW

SIGN DETAIL

LINER ANCHOR

6" 3'

" M

10' - 0" MIN.

1. MAINTAINING TEMPORARY CONCRETE WASHOUT FACILITIES SHALL INCLUDE

REMOVING AND DISPOSING OF HARDENED CONCRETE AND/OR SLURRY AND

RETURNING THE FACILITIES TO A FUNCTIONAL CONDITION.

2. FACILITY SHALL BE CLEANED OR RECONSTRUCTED IN A NEW AREA ONCE

WASHOUT BECOMES TWO-THIRDS FULL.

3. EACH STRAW BALE IS TO BE STAKED IN PLACE USING (2) 2"x2"x4' WOODEN

STAKES.

4. STRAW BALE TYPE SHOWN. EARTHEN OR BARRIER TYPE MAY BE INSTALLED

AS APPROVED BY THE COR.

5. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.

6. WASHOUT SHALL BE LOCATED 50' MIN. FROM ANY STORM DRAIN, CREEK BANK,

OR PERIMETER CONTROL.

NOTES:

2' M

3' M

H11 NTS

TEMPORARY CONCRETE WASHOUT FACILITY

STRAW BALE

6" WIRE STAPLE OR SANDBAG

30-MIL POLYETHYLENE

NATIVE SOIL ENTRENCH 3"

NOMINAL 2'X2' SIGN FOR

EXTERIOR USE

T-POST OR WOODEN

STAKE

STRAW BALE

ANCHOR

SECTION

6" WIRE STAPLE OR SANDBAG

(ANCHOR EVERY 2')30-MIL POLYETHYLENE

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

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SQUABBLE CREEK

MIDDLE FORK KENTUCKY RIVER

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

N: 2016743.4630 E: 2303116.9044

N: 2016660.7540 E: 2303088.1365

N: 2016682.1843 E: 2303074.0666

N: 2016691.9156 E: 2303012.4621

N: 2016807.5044 E: 2303017.5335

N: 2016951.9211 E: 2303059.2721

N: 2016864.5760 E: 2303111.3095

N: 2016895.3819 E: 2303041.5729

N: 2016362.1499 E: 2303013.6000

N: 2016317.1616 E: 2303011.7647

N: 2016367.1573 E: 2302779.8066

N: 2016574.5627 E: 2302582.6605

N: 2016367.6742 E: 2302914.2216

N: 2016448.9013 E: 2303032.6921

N: 2016923.7733 E: 2303004.8040

N: 2016675.2552 E: 2303022.7057

N: 2016654.5151 E: 2303051.9160

N: 2016488.3818 E: 2303105.3091

N: 2016993.2701 E: 2303130.0689

N: 2016945.0715 E: 2303106.2292

N: 2016970.2744 E: 2303153.4287

N: 2016940.5721 E: 2303070.2080

N: 2016933.1304 E: 2303061.4120

N: 2016918.3477 E: 2303097.7390

N: 2016395.0380 E: 2302748.4609

N: 2016764.3233 E: 2302464.8104

N: 2016787.7733 E: 2302406.4912

N: 2016714.8125 E: 2302452.0120

N: 2016708.2745 E: 2302428.9942

N: 2016549.4458 E: 2302548.2148

N: 2016324.9091 E: 2302751.4185

N: 2016189.7255 E: 2302821.6359

N: 2016330.0093 E: 2303125.3559 N: 2016433.6130

E: 2303179.9939

N: 2016944.6325 E: 2303345.5042

N: 2016997.3530 E: 2303276.9668

N: 2017029.3212 E: 2303295.8118

N: 2016396.4222 E: 2302998.8681

N: 2016319.4298 E: 2302804.4960

N: 2015778.9701 E: 2302855.7012

N: 2015775.4953 E: 2302890.6564

N: 2016741.0964 E: 2303139.0722

N: 2016838.5364 E: 2303146.0408

2+00

3+00 4+00 5+00 6+00

7+00 8+008+05.27

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

SCALE: 1"=60'

AERIAL WITH SITE PLAN

PLAN

NORTH

S, M

N D

D .L

O G

D .L

VA-101

D \P

- B U

O R

N T

O N

N S

R O

O N

W G

A M

C _N

C S_

4_ M

O N

O .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R M

N L

R P

E, K

N O

V, KH

R N

E C

O R

N , K

1. HORIZONTAL DATUM IS KENTUCKY STATE PLANE SOUTH

ZONE 1602 (NAD83). U.S. SURVEY FEET.

2. VERTICAL DATUM IS CORPS OF ENGINEERS.

3. SITE SURVEY COMPLETED IN JANUARY 2024.

4. DATE OF AERIAL PHOTO. 2024

5. SEE VF101 FOR ADDITIONAL SURVEY INFORMATION AND VF401

FOR CONTROL POINT INFORMATION.

LEGEND

PROPOSED CONTRACTOR WORK LIMITS

CONTROL POINT LOCATION

60' 120'0

ARIMS: 1200 Disposition: Permanent

2Q R

Pl an s-

722723

735 740

740739

725724

730731

(CONC)

(STONE)

(ASPH)

(STONE)

(GRASS)

(ASPH)

ELEC

10109

OFFICE

15" M

APLE

36"

W O

D SQ

UARE

10" TRIPLE O

THER

12" Q

UAD O

THER

6" O

THER

10" O

THER

12" O

THER

12" {5} O

THER 10" {2} O

THER

8" O

THER

8" O

THER

12" {2} O

THER

ELEVATED POWER POLE

12" O

THER

12" O

THER

18" O

THER

RE 2

ELEV. 727.30

RE 1

ELEV. 722.88

RE 3

ELEV. 729.20

N. 2,016,631.15 E. 2,303,111.38

ELEV. 741.85

#5 REBAR USACE CAP

USACE - STATUS SET

N. 2,016,955.79 E. 2,303,101.85

ELEV. 732.86

#5 REBAR USACE CAP

USACE - STATUS SET

B-1 B-1 O

FFSET

B-2

B-3

B-4 E E

W W

SAN

E E

CAMPGROUND ROAD

SQUABBLE CREEK

ELEC

10109

OFFICE

15" M

APLE

36"

W O

D SQ

UARE

10" TRIPLE O

THER

12" Q

UAD O

THER

6" O

THER

10" O

THER

12" O

THER

12" {5} O

THER 10" {2} O

THER

8" O

THER

8" O

THER

12" {2} O

THER

ELEVATED POWER POLE

12" O

THER

12" O

THER

ELEV. 727.30

RE 1

ELEV. 722.88

E. 2,303,111.38

ELEV. 741.85

#5 REBAR USACE CAP

USACE - STATUS SET

N. 2,016,955.79 E. 2,303,101.85

ELEV. 732.86

#5 REBAR USACE CAP

USACE - STATUS SET

B-1 B-1 O

FFSET

B-2

B-3

B-4 E E

W W

SAN

E E

ELEC

10109

OFFICE

15" M

APLE

36"

W O

D SQ

UARE

10" TRIPLE O

THER

12" Q

UAD O

THER

6" O

THER

10" O

THER

12" O

THER

12" {5} O

THER 10" {2} O

THER

8" O

THER

8" O

THER

12" {2} O

THER

ELEVATED POWER POLE

12" O

THER

12" O

THER

ELEV. 727.30

RE 1

ELEV. 722.88

E. 2,303,111.38

ELEV. 741.85

#5 REBAR USACE CAP

USACE - STATUS SET

N. 2,016,955.79 E. 2,303,101.85

ELEV. 732.86

#5 REBAR USACE CAP

USACE - STATUS SET

B-1 B-1 O

FFSET

B-2

B-3

B-4 E E

W W

SAN

E E

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

N D

D . L

O G

D . L

O G

D . L

U R

VF101

D \P

- B U

O R

N T

O N

N S

U R

D W

:0 5:

/6 /2

_N C

S_ 4_

M O

N O

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R . M

N L

J R

. P

C E

, 4

N O

V, KH

R N

N K

O R

N , K

Y P2

1, F Y2

A1 SCALE: 1"=20'

SITE FIELD SURVEY

20' 40'0

1. HORIZONTAL DATUM IS KENTUCKY STATE PLANE SOUTH

ZONE 1602 (NAD83). U.S. SURVEY FEET.

2. VERTICAL DATUM IS CORPS OF ENGINEERS.

3. SITE SURVEY COMPLETED IN JANUARY 2024.

4. AN APPROXIMATE UTILITY LAYOUT IS BEING PROVIDED. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL

EXISTING UTILITIES. THE CONTRACTING OFFICER SHOULD

BE NOTIFIED OF ANY CONFLICTS OR DISCREPANCIES PRIOR

TO INSTALLATION. THE CONTRACTOR MUST REPLACE OR

REPAIR ANY UTILITIES THAT ARE DAMAGED DURING

CONSTRUCTION.

5. CONTRACTOR MUST VERIFY CONTROL PRIOR TO ANY

EXCAVATION.

6. CONSTRUCTION MUST BE LAID OUT USING CONTROL

PROVIDED TO COINCIDE WITH ORIGINAL SURVEY AND

DESIGN.

7. REFER TO SHEET VA101 FOR CONTRACTOR WORK LIMITS.

GENERAL SHEET NOTES

LEGEND

CONTROL POINT LOCATION

CONTRACTOR WORK LIMITS

W EXISTING WATER LINE (NOT SURVEYED)

SAN

EXISTING SANITARY LINE

(NOT SURVEYED)

EXISTING UNDERGROUND ELECTRIC

LINE (NOT SURVEYED)

COMM EXISTING COMMUNICATIONS LINE

EXISTING CONTOURS865PLAN

NORTH

1. CAMPGROUND PAVEMENT

SHEET KEYNOTES

ARIMS: 1200 Disposition: Permanent

2Q R

Pl an s-

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV. V

NORTHING

EASTING

(M)

LOCATION:

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV. V

COMB. FACTOR

NORTHING

EASTING

(M)

LOCATION:

DESCRIPTION:

GEOGRAPHIC COORDINATES (NAD83)

SET set

(US FT)

(FT)(FT)

2,016,631.15 2,016,955.79

741.85

2,303,111.38 2,303,101.85

GEOGRAPHIC COORDINATES (NAD83)

(US FT)

JAN 2024 JAN 2024

KENTUCKY SOUTH SPC ZONE 1602 (NAD83) KENTUCKY SOUTH SPC ZONE 1602 (NAD83)

JAN 2024 JAN 2024

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV. V

SCALE FACTOR

NORTHING

EASTING

(M)

LOCATION:

COE

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV. V

COMB. FACTOR

NORTHING

EASTING

(M)

LOCATION:

COE

DESCRIPTION:

GEOGRAPHIC COORDINATES (NAD83)

SET set

(US FT)

(FT)(FT)

732.86

GEOGRAPHIC COORDINATES (NAD83)

(US FT)

BUCKHORN LAKE FY 24 - TAILWATER BANK EROSION

37°20'44.05020"

83°28'12.28456"

37°20'40.83900"

83°28'12.26360"

NOT TO

SCALE

NOT TO

SCALE

0.99994542 0.99994542 01°22'57.68" 01°22'57.67"

40.5'

19.2'

MONUMENT 100 IS LOCATED IN THE GRASS ON THE EAST SIDE OF CAMPGROUND

ROAD JUST NORTH OF THE CAMPGROUND OFFICE; 40.5 FEET EASTERLY OF 18

INCH DECIDUOUS TREE, 40.2 FEET SOUTHEASTERLY OF SOUTHEASTERLY COTNER

OF CAMPSITE LANDSCAPE TIMBER, 34.0 FEET WESTERLY OF UTILITY POLE AND

30.3 FEET NORTHWESTERLY OF NORTHEAST CORNER OF OFFICE BUILDING.

THE STATION IS A 5/8 INCH IRON PIN SET WITH YELLOW

USACE CAP THAT IS DRIVEN FLUSH WITH THE GROUND.

MONUMENT 101 IS LOCATED IN THE GRASS NEAR THE

PAVEMENT BETWEEN CAMP SITES; 26.5 FEET SOUTHERLY OF

THE SOUTHWEST CORNER OF LANDSCAPE TIMBER AROUND

CAMP SITE, 22.7 FEET EASTER OF SOUTHEASTERLY INTERIOR

CORNER OF LANDSCAPE TIMBERS AROUND CAMP SITE, 19.2

FEET NORTHWESTERLY OF EASTERLY EDGE OF PAVEMENT AND

5.9 FEET NORTHERLY OF NORTH EDGE OF PAVEMENT.

THE STATION IS A 5/8 INCH IRON PIN SET WITH YELLOW

USACE CAP THAT IS DRIVEN FLUSH WITH THE GROUND.

BUCKHORN LAKE

TAILWATER BANK EROSION FY24

BUCKHORN, KY

BUCKHORN LAKE TAILWATER

BANK EROSION FY24

BUCKHORN, KY

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

N D

D . L

O G

D . L

O G

D . L

O L

T D

VF401

D \P

- B U

O R

N T

O N

N S

P O

C R

O N

W G

A M

C _N

C S_

4_ M

O N

O .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R . M

N L

J R

. P

C E

, 4

N O

V, AN

R N

N K

O R

N , K

Y P2

1, F Y2

A1 SCALE: NTS'

CONTROL POINT DESCRIPTIONS

ARIMS: 1200 Disposition: Permanent

2Q R

Pl an s-

CAMPGROUND ROAD

SQUABBLE CREEK

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

PROPOSED

CONCRETE PAD

PROPOSED

CONCRETE PAD

732 732730

725 725 724722721

STREAM BANK

0+00

1+00

2+00

3+003+82.07

B-1

B-3

B-2

B-4

B-1

OFFSET

ELEC ELEC

ELEC

SCALE: 1"=20'

BORING LOCATION PLAN

PLAN

NORTH

O N

G . J

O N

D . D

O N

L O

B-101

D \P

- B U

O R

N T

O N

N S

1_ B-

D W

:0 4:

2/ 3/

_B &W

H 2E

D J

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

1. FOR BORING LOGS REFER TO SHEET B-103.

B-XX

BORING LOCATION

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

R . M

N L

J R

. P

C E

, 4

, 2

R N

N K

O R

N , K

Y P2

1, F Y2

ARIMS: 1200 Disposition: Permanent

2Q R

Pl an s-

MAJOR DIVISIONS LEGENDS

UNIFIED SOIL CLASSIFICATION

(INCLUDING IDENTIFICATION AND DESCRIPTION)

FIELD IDENTIFICATION PROCEDURES

(EXCLUDING PARTICLES LARGER THAN 3 INCHES

AND BASING FRACTIONS ON ESTIMATED WEIGHTS)

C O

-G R

S M

O R

O F

T H

O . 2

TYPICAL NAMES LABORATORY CLASSIFICATION CRITERIA

WELL-GRADED GRAVELS, GRAVEL-SAND MIXTURES,

LITTLE OR NO FINES.

WIDE RANGE IN GRAIN SIZES AND SUBSTANTIAL

AMOUNTS OF ALL INTERMEDIATE PARTICLE SIZES.

PREDOMINANTLY ONE SIZE OR A RANGE OF SIZES

WITH SOME INTERMEDIATE SIZES MISSING.

NONPLASTIC FINES OR FINES WITH LOW PLASTICITY

(FOR IDENTIFICATION PROCEDURES SEE ML BELOW).

PLASTIC FINES

(FOR IDENTIFICATION PROCEDURES SEE CL BELOW).

WIDE RANGE IN GRAIN SIZE AND SUBSTANTIAL AMOUNTS

OF ALL INTERMEDIATE PARTICLE SIZES.

PREDOMINANTLY ONE SIZE OR A RANGE OF SIZES

WITH SOME INTERMEDIATE SIZES MISSING.

NONPLASTIC FINES OR FINES WITH LOW PLASTICITY

(FOR IDENTIFICATION PROCEDURES SEE ML BELOW).SILTY SANDS, SAND-SILT MIXTURES.

POORLY-GRADED SANDS, GRAVELLY

SANDS, LITTLE OR NO FINES.

WELL-GRADED SANDS, GRAVELLY

SANDS, LITTLE OR NO FINES.

CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURES.

POORLY-GRADED GRAVELS, GRAVEL-SAND MIXTURES,

LITTLE OR NO FINES.

PLASTIC FINES

(FOR IDENTIFICATION PROCEDURES SEE CL BELOW).

T H

O O

G R

R T

M O

O F

S M

O . 2

N E-

G R

HIGHLY ORGANIC SOILS PT PEAT AND OTHER HIGHLY ORGANIC SOILS.

ORGANIC CLAYS OF MEDIUM TO HIGH

PLASTICITY, ORGANIC SILTS.OH

CH INORGANIC CLAYS OF HIGH PLASTICITY,

FAT CLAYS.

INORGANIC SILTS, MICACEOUS OR

DIATOMACEOUS FINE SANDY OR SILTY

SOILS, ELASTIC SILTS.MH

OL ORGANIC SILTS AND ORGANIC SILTY CLAYS

OF LOW PLASTICITY.

INORGANIC CLAYS OF LOW TO MEDIUM

PLASTICITY, GRAVELLY CLAYS, SANDY

CLAYS, SILTY CLAYS, LEAN CLAYS.

INORGANIC SILTS AND VERY FINE SANDS,

ROCK FLOUR, SILTY OR CLAYEY FINE SANDS

OR CLAYEY SILTS WITH SLIGHT PLASTICITY.

IDENTIFICATION PROCEDURES

ON FRACTION SMALLER THAN NO. 40 SIEVE SIZE.

DRY STRENGTH

(CRUSHING

CHARACTERISTICS)

DILATANCY

(REACTION

TO SHAKING)

TOUGHNESS

(CONSISTENCY

NEAR PL)

NONEQUICK TO SLOW NONE TO SLIGHT

MEDIUM TO HIGH MEDIUM

SLIGHTSLOW

SLIGHT TO

MEDIUM

SLIGHT TO

MEDIUM

SLOW TO NONE

SLIGHT TO

MEDIUM

HIGH

HIGH TO

VERY HIGH

NONE

SLIGHT TO

MEDIUM

NONE TO

VERY SLOW

MEDIUM TO HIGH

READILY IDENTIFIED BY COLOR, ODOR,

SPONGY FEEL AND FREQUENTLY BY FIBROUS

TEXTURE.

(F O

R V

N , T

H E

. S

B E

D A

T H

E N

O . 4

M O

O F

N O

.4 S

M O

O F

31 4 6

G R

S W

O R

S (L

5% F

D S

(M O

R E

GENERAL NOTES

TERMS FOR THICKNESS OF ROCK BEDDINGTERMS FOR HARDNESS OF BEDROCK

WEATHERING CORRELATION OF PENETRATION RESISTANCE (ASTM D 1586) WITH

RELATIVE DENSITY AND CONSISTENCY

SOIL DESCRIPTIVE TERMS SIZE

ABBREVIATIONS

NOT MEETING ALL GRADATION REQUIREMENTS FOR GW

ATTERBERG LIMITS BELOW

"A" LINE WITH PI LESS THAN 4

ATTERBERG LIMITS ON OR ABOVE

"A" LINE WITH PI GREATER THAN 7

ABOVE "A" LINE WITH

PI BETWEEN 4 AND 7

ARE BORDERLINE CASES

REQUIRING USE OF DUAL

SYMBOLS.

NOT MEETING ALL GRADATION REQUIREMENTS FOR SW

ATTERBERG LIMITS ON OR ABOVE

"A" LINE WITH PI GREATER THAN 7

ATTERBERG LIMITS BELOW

"A" LINE WITH PI LESS THAN 4LE

M O

R E

5% to

G W

, G P, S W

, S P

G M

, G C

, S M

, S C

E C

D U

FOR LABORATORY CLASSIFICATION OF FINE-GRAINED SOILS

LIQUID LIMIT

PLASTICITY CHART

COMPARING SOILS AT EQUAL LIQUID LIMIT,

TOUGHNESS AND DRY STRENGTH INCREASE

WITH INCREASING PLASTICITY INDEX

"U " L

INE

"A" L

INE

ML OR OL

CL OR OL

CL-ML

90 10080706050403020100

G R

-S

E C

U R

T H

O N

N D

F G

N D

D F

R O

M G

N -S

C U

G O

N P

G E

O F

N S

T H

O . 2

E) C

-G

S O

A S

O W

(D )

C = 30 BETWEEN 1 AND 3

D X D 10 60

C = 60 GREATER THAN 6

(D )

C = 30 BETWEEN 1 AND 3

D X D 10 60

C = 60 GREATER THAN 4

BOULDER >12 INCHES

COBBLE 3 INCHES TO 12 INCHES

COARSE GRAVEL 3/4 INCH TO 3 INCHES

FINE GRAVEL 1/4 INCH TO 3/4 INCH

COARSE SAND 2 MM TO 1/4 INCH

MEDIUM SAND 0.425 MM TO 2 MM

FINE SAND 0.075 MM TO 0.425 MM

TRACE LESS THAN 5%

FEW 5 TO 10%

LITTLE 15 TO 25%

SOME 30 TO 45%

MOSTLY 50 TO 100%

PENETRATION RESISTANCE,N60 CONSISTENCY

(BLOWS PER FOOT)

0-2 VERY SOFT

2-4 SOFT

SILTS 4-8 MED STIFF

AND 8-15 STIFF

CLAYS 15-30 VERY STIFF

OVER 30 HARD

PENETRATION RESISTANCE,N60 RELATIVE DENSITY

(BLOWS PER FOOT)

0-4 VERY LOOSE

4-10 LOOSE

SANDS 10-30 MED DENSE

AND 30-50 DENSE

GRAVELS OVER 50 VERY DENSE

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

PERHAPS SLIGHT DISCOLORATION ON MAJOR DISCONTINUITY SURFACES.

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

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

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

TEXTURE PRESERVED BUT STRENGTH LESS THAN UNWEATHERED ROCK.

HIGHLY WEATHERED - MORE THAN HALF OF THE ROCK MATERIAL IS DECOMPOSED OR DISINTEGRATED. FRESH OR DISCOLORED ROCK IS PRESENT EITHER AS A DISCONTINUOUS FRAMEWORK OR AS CORE STONES.

TEXTURE INDISTINCT BUT FABRIC PRESERVED. STRENGTH GREATLY REDUCED.

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

IS STILL LARGELY INTACT.

PARTING <0.02 FOOT

BAND 0.02 TO 0.2 FOOT

THIN BED 0.2 TO 0.5 FOOT

MEDIUM BED 0.5 TO 1.0 FOOT

THICK BED 1.0 TO 3.0 FEET

MASSIVE >3.0 FEET

VERY SOFT - CAN BE INDENTED EASILY WITH THUMB.

SOFT - CAN BE SCRATCHED WITH FINGERNAIL.

ONLY EDGES CAN BE BROKEN WITH FINGERS.

MODERATELY CAN BE SCRATCHED EASILY WITH KNIFE.

HARD - CANNOT BE SCRATCHED WITH FINGERNAIL.

HARD - DIFFICULT TO SCRATCH WITH KNIFE.

HARD HAMMER BLOW TO BREAK SPECIMEN.

VERY HARD - CANNOT BE SCRATCHED WITH KNIFE.

SEVERAL HARD HAMMER BLOWS TO BREAK SPECIMEN.

1. REFUSAL IS DEFINED AS THE POINT BEYOND WHICH FURTHER PENETRATION WAS

IMPRACTICAL WITH THE EXPLORATION METHOD USED. SEE THE INDIVIDUAL DRILLING

LOGS FOR THE EXPLORATION METHOD USED.

2. WATER ELEVATIONS INDICATED ON THE DRILLING LOGS MAY HAVE BEEN INFLUENCED

BY DRILLING OPERATIONS AND SHOULD NOT BE CONSTRUED AS INDICATING THE

TRUE GROUNDWATER LEVEL.

3. GROUNDWATER LEVELS WILL VARY IN ACCORDANCE WITH RAINFALL AND STREAM

STAGES, THEREFORE, ACTUAL LEVEL OF GROUNDWATER ON ANY DATE OTHER THAN

THAT SHOWN ON THE LOGS MUST BE DETERMINED BY SEPARATE OBSERVATIONS.

THE OMISSION OF GROUNDWATER ELEVATIONS SHALL NOT NECESSARILY BE

CONSTRUED AS INDICATING THE ABSENCE OF GROUNDWATER AT A PARTICULAR

DRILL LOCATION.

4. WHEREVER THE METHOD OF EXPLORATION PRECLUDED THE POSSIBILITY OF

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

MATERIAL IS DENOTED AS OVERBURDEN.

5. CLASSIFICATIONS AND PHYSICAL CHARACTERISTICS OF SOIL AND ROCK AS SHOWN

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

BY ANALYSIS IN THE LABORATORY, AS APPROPRIATE.

6. FIELD BOOKS, FIELD LOGS, LABORATORY LOGS (PRESENTING THE RESULTS OF

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

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

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

FEDERAL OFFICE BUILDING, LOUISVILLE, KY.

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

REPRESENTED BY THE DRILLING LOGS, INCLUDING LABORATORY TEST

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

WITHHELD INFORMATION ON SUBSURFACE CONDITIONS.

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

DRILLING WATER LOST IN THE DRILL HOLE.

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

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

WITH DIAMOND BIT, UNLESS OTHERWISE INDICATED.

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

CONTENT OF MATERIAL ON DATE TESTED.

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

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

13. MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT WERE OBTAINED USING

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

OTHERWISE.

14. GENERAL NOTE 6 MAY NOT BE APPLICABLE WHEN EXPLORATION AND TESTING

IS PERFORMED BY OTHERS.

CLAYEY SANDS, SAND-CLAY MIXTURES.

CFA CONTINUOUS FLIGHT AUGER

HSA HOLLOW STEM AUGER

LL LIQUID LIMIT

MC MOISTURE CONTENT

MDD MAXIMUM DRY DENSITY

N BLOW COUNT (PENETRATION RESISTANCE)

N60 BLOW COUNT CORRECTED FOR THE

SPECIFIED PERCENTAGE OF THE THEORETICAL

FREE-FALL HAMMER ENERGY (60%)

OMC OPTIMUM MOISTURE CONTENT

PI PLASTICITY INDEX

PL PLASTIC LIMIT

PP POCKET PENETROMETER

QU UNCONFINED COMPRESSIVE

STRENGTH PER ASTM D2166

RC ROCK CORE

REC RECOVERY

RQD ROCK QUALITY DESIGNATION

ABOVE "A" LINE WITH

PI BETWEEN 4 AND 7

ARE BORDERLINE CASES

REQUIRING USE OF DUAL

SYMBOLS.

SILTY GRAVELS, GRAVEL-SAND-SILT MIXTURES.

CH O

R O

NONE TO

VERY SLOW

MH OR OH

GROUP

SYMBOLS

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

O N

G . J

O N

D . D

O N

A N

D R

O C

K C

B-102

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

A3 SCALE: NTS

SOIL AND ROCK CLASSIFICATION

R . M

N L

J R

. P

C E

, 4

, 2

R N

N K

O R

N , K

Y P2

1, F Y2

ARIMS: 1200 Disposition: Permanent

2Q R

Pl an s-

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

O N

G . J

O N

D . D

O N

L O

G S

B-103

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

A1 SCALE: NTS

BORING LOGS

R . M

N L

J R

. P

C E

, 4

, 2

R N

N K

O R

N , K

Y P2

1, F Y2

ARIMS: 1200 Disposition: Permanent

2Q R

Pl an s-

ELEC

10109

OFFICE

15" M

APLE

36"

W O

D SQ

UARE

10" TRIPLE O

THER

12" Q

UAD O

THER

6" O

THER

10" O

THER

12" O

THER

12" {5} O

THER 10" {2} O

THER

8" O

THER

8" O

THER

12" {2} O

THER

ELEVATED POWER POLE

12" O

THER

12" O

THER

18" O

THER

N. 2,015,798.49

E. 2,302,981.51

ELEV. 750.82

IPUSACE - STATUS FO

UND

N. 2,016,631.15E. 2,303,111.38ELEV. 741.85

#5 REBAR USACE CAPUSACE - STATUS SET

N. 2,016,955.79E. 2,303,101.85 ELEV. 732.86

#5 REBAR USACE CAPUSACE - STATUS SET

SAN

SANSAN

SAN

CAMPGROUND ROAD

SQUABBLE CREEK

MIDDLE FORK KENTUCKY RIVER

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

C H

- S

T C

C D

(GRASS)

(ASPHALT)

(WOODS)

3+72.45

0+00 1+00 2+00

3+00

L9 L10 L11

L12 L13 L14

L15

C7 C8

C12C10

C110+

2+00

3+00 4+00 5+00 6+00

7+00 8+008+05.27

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

N D

D . L

O G

D . L

O G

D . L

L D

O N

CD101

D \P

- B U

O R

N T

O N

N S

R O

O N

W G

A M

C _N

C S_

4_ M

O N

O .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

PLAN

NORTH

A1 SCALE: 1"=80'

OVERALL DEMOLITION PLAN

80' 160'0

GENERAL SHEET NOTES

LEGEND

REMOVE EXISTING CONCRETE

REMOVE EXISTING STONE PAD

REMOVE EXISTING ASPHALT PAVEMENT

REMOVAL EXISTING TREE OR SHRUB

PROPOSED CONTRACTOR WORK LIMITS

1. CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES

WITH CONTRACTING OFFICER'S REPRESENTATIVE (COR)

AND LAKE PERSONNEL IN ORDER TO ENSURE

CONSTRUCTION ACTIVITIES DO NOT INTERFERE WITH

LAKE ACTIVITIES.

2. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES

PRIOR TO ANY CONSTRUCTION ACTIVITY.

3. EXISTING UTILITIES AND SITE STRUCTURES NOT

IDENTIFIED FOR DEMOLITION MUST BE PROTECTED

DURING DEMOLITION AND CONSTRUCTION.

4. REMOVE AND REINSTALL CAMPER PAD USE MATERIALS

SUCH AS PICNIC TABLES, TRASH HOOKS, AND GRILLS.

CD102 CD103

R . M

N L

J R

. P

C E

, 4

N O

V, KH

R N

N K

O R

N , K

Y P2

1, F Y2

ARIMS: 1200 Disposition: Permanent

2Q R

Pl an s-

10109

OFFICE

ELEVATED POWER POLE

18" O

THER

N. 2,016,631.15E. 2,303,111.38ELEV. 741.85

#5 REBAR USACE CAPUSACE - STATUS SET

W W

SAN

SANSAN

SAN

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

C H

- S

T C

C D

(GRASS)

0+00 L9

L10 C7

2+00

3+00 4+00

5+00 L18

L19

L21

L22

L23 L24

C17 LINE B

LINE A

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

N D

D . L

O G

D . L

O G

D . L

N P

CD102

D \P

- B U

O R

N T

O N

N S

R O

O N

W G

A M

C _N

C S_

4_ M

O N

O .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R . M

N L

J R

. P

C E

, 4

N O

V, KH

R N

N K

O R

N , K

Y P2

1, F Y2

20' 40'0

PLAN

NORTH

A1 SCALE: 1"=20'

DEMOLITION PLAN

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

1. CONTRACTOR TO DEMOLISH EXISTING CAMP PADS AND

ADJACENT SUPPORTING STRUCTURES. DEMOLITION INCLUDES

THE CONCRETE ASPHALT, OR STONE PAD.

2. EXISTING CAMPGROUND ROAD TO REMAIN. CONTRACTOR TO

TAKE NOTE OF EXISTING CONDITION AND MAINTAIN DURING

DEMOLITION.

3. REMOVE EXISTING STUMPS

4. REMOVE UTILITY PEDESTAL

REMOVE EXISTING CONCRETE

REMOVE EXISTING STONE PAD

REMOVE EXISTING ASPHALT PAVEMENT

REMOVAL EXISTING TREE OR SHRUB

PROPOSED CONTRACTOR WORK LIMITS

1. CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES

WITH CONTRACTING OFFICER'S REPRESENTATIVE (COR)

AND LAKE PERSONNEL IN ORDER TO ENSURE

CONSTRUCTION ACTIVITIES DO NOT INTERFERE WITH

LAKE ACTIVITIES.

2. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES

PRIOR TO ANY CONSTRUCTION ACTIVITY.

3. EXISTING UTILITIES AND SITE STRUCTURES NOT

IDENTIFIED FOR DEMOLITION MUST BE PROTECTED

DURING DEMOLITION AND CONSTRUCTION.

4. REMOVE AND REINSTALL CAMPER PAD USE MATERIALS

SUCH AS PICNIC TABLES, TRASH HOOKS, AND GRILLS.

ARIMS: 1200 Disposition: Permanent

2Q R

Pl an s-

ELEC

10109

OFFICE

15" M

APLE

36"

W O

D SQ

UARE

10" TRIPLE O

THER

12" Q

UAD O

THER

6" O

THER

10" O

THER

12" O

THER

12" {5} O

THER 10" {2} O

THER

8" O

THER

8" O

THER

12" {2} O

THER

ELEVATED POWER POLE

12" O

THER

12" O

THER

N. 2,016,631.15E. 2,303,111.38ELEV. 741.85

#5 REBAR USACE CAPUSACE - STATUS SET

N. 2,016,955.79E. 2,303,101.85 ELEV. 732.86

#5 REBAR USACE CAPUSACE - STATUS SET

E E

W W

SAN

E E

W W

CAMPGROUND ROAD

SQUABBLE CREEK

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

C H

- S

T C

C D

(GRASS)

(ASPHALT)

(WOODS)

TURNAROUND AREA

(SEE DETAIL A1 ON SHEET GC501)

3+72.45

0+00

1+00

2+00

3+00

L10

L11

L12

L13

L14 L15

C7 C8

C12

C10

C11

5+00

6+00

7+00

8+00 8+05.27

L19

L20734

731730

2.00:1

732730

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

N D

D . L

O G

D . L

O G

D . L

N P

CD103

D \P

- B U

O R

N T

O N

N S

R O

O N

W G

A M

C _N

C S_

4_ M

O N

O .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R . M

N L

J R

. P

C E

, 4

N O

V, KH

R N

N K

O R

N , K

Y P2

1, F Y2

20' 40'0

PLAN

NORTH

A1 SCALE: 1"=20'

DEMOLITION PLAN

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

1. CONTRACTOR TO DEMOLISH EXISTING CAMP PADS AND

ADJACENT SUPPORTING STRUCTURES. DEMOLITION INCLUDES

THE CONCRETE ASPHALT, OR STONE PAD.

2. EXISTING CAMPGROUND ROAD TO REMAIN. CONTRACTOR TO

TAKE NOTE OF EXISTING CONDITION AND MAINTAIN DURING

DEMOLITION.

3. REMOVE EXISTING STUMPS

4. REMOVE UTILITY PEDESTAL

REMOVE EXISTING CONCRETE

REMOVE EXISTING STONE PAD

REMOVE EXISTING ASPHALT PAVEMENT

REMOVAL EXISTING TREE OR SHRUB

PROPOSED CONTRACTOR WORK LIMITS

1. CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES

WITH CONTRACTING OFFICER'S REPRESENTATIVE (COR)

AND LAKE PERSONNEL IN ORDER TO ENSURE

CONSTRUCTION ACTIVITIES DO NOT INTERFERE WITH

LAKE ACTIVITIES.

2. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES

PRIOR TO ANY CONSTRUCTION ACTIVITY.

3. EXISTING UTILITIES AND SITE STRUCTURES NOT

IDENTIFIED FOR DEMOLITION MUST BE PROTECTED

DURING DEMOLITION AND CONSTRUCTION.

4. REMOVE AND REINSTALL CAMPER PAD USE MATERIALS

SUCH AS PICNIC TABLES, TRASH HOOKS, AND GRILLS.

ARIMS: 1200 Disposition: Permanent

2Q R

Pl an s-

ELEC

ELECBO

RE 2

ELEV. 727.30

RE 1

ELEV. 722.88

RE 3

ELEV. 729.20

B-1 B-1 O

FFSET

B-2

B-3

B-4

SAN

SANSAN

SAN

CAMPGROUND ROAD

SQUABBLE CREEK

MIDDLE FORK KENTUCKY RIVER

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

C H

- S

T C

C S1

(GRASS)

(ASPHALT)

(WOODS)

MATCHLINE - SEE SHEET CS103

- SEE SHEET CS105

MATCHLINE - SEE SHEET CS102

- SEE SHEET CS104

C H

- S

T C

C S1

MATCHLINE - SEE SHEET CS106

- SEE SHEET CS102

C H

- S

T C

C S1

MATCHLINE - SEE SHEET CS107

- SEE SHEET CS106

3+72.45

0+00 1+00 2+00

3+00

L9 L10 L11

L12 L13 L14

L15

C7 C8

C12C10

C110+

2+00

3+00 4+00 5+00 6+00

7+00 8+008+05.27

734733732731730 729728727726725724723722721720

730728726724722720

729727725723721

731730 737735733731

736738

7332.00:1

2.00:1

732730725

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

SCALE: 1"=80'

OVERALL CIVIL SITE PLAN

PLAN

NORTH

N D

D .L

O G

D .L

L C

CS101

D \P

- B U

O R

N T

O N

N S

R O

O N

W G

A M

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R M

N L

R P

E, K

N O

V, KH

R N

N K

O R

N , K

Y P2

1, F Y2

2. DIMENSIONS ARE TO THE EDGE OF PAVEMENT.

4. FOR GRADING AND DRAINAGE, SEE GRADING SHEETS CG101.

LEGEND

5. CONTRACTOR IS LIMITED TO THE CWL'S WITHIN THE

BEGINNING AND END OF THE PROJECT UNLESS

ADDITIONAL OPTIONS ARE CHOSEN FOR REPAIRS.

1. ALL DIMENSIONS ARE PROVIDED IN U.S. SURVEY FEET,

UNLESS INDICATED OTHERWISE.

3. CONTRACTOR TO COORDINATE CONSTRUCTION

ACTIVITIES WITH THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR) AND LAKE PERSONNEL IN ORDER

TO ENSURE CONSTRUCTION ACTIVITIES DO NOT

INTERFERE WITH LAKE ACTIVITIES.

PROPOSED ASPHALT PAVEMENT BASE BID

(AS NOTED)

PROPOSED ASPHALT PAVEMENT OPTION 1

(AS NOTED)

PROPOSED ASPHALT PAVEMENT OPTION 2

(AS NOTED)

PROPOSED ASPHALT PAVEMENT OPTION 3

(AS NOTED)

PROPOSED CONCRETE PAVEMENT FOR CAMP

PADS (AS NOTED) (DETAIL G11 ; SHEET CS 502)

PROPOSED RIP RAP (AS NOTED)

PROPOSED GRAVEL CAMP PAD (AS NOTED)

(DETAIL A1 ; SHEET CS501)

CONTRACTOR WORK LIMITS

80' 160'0

CS102

CS103

CS108

CS106

CS107

CS104 CS105

6. REMOVE AND REINSTALL CAMPER PAD USE MATERIALS

SUCH AS PICNIC TABLES, TRASH HOOKS, AND GRILLS.

7. CONTRACTOR SHALL REINSTALL SPEED BUMPS AT THE

SAME LOCATIONS AND TYPE AS EXISTING.

ARIMS: 1200 Disposition: Permanent

2Q R

Pl an s-

W W

SAN

SANSAN

SAN

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

C H

- S

T C

C S1

(GRASS)

MATCHLINE - SEE SHEET CS102

- SEE SHEET CS104

MATCHLINE - SEE SHEET CS106

- SEE SHEET CS102

C H

- S

T C

C S1

0+00 L9

L10 C7

2+00

3+00 4+00

5+00 L18

L21

L22

L23 L24

C17 LINE B

LINE A

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

SCALE: 1"=20'

CIVIL SITE PLAN

PLAN

NORTH

D .L

O G

D .L

CS102

D \P

- B U

O R

N T

O N

N S

R O

O N

W G

A M

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R M

N L

R P

E, K

N O

V, KH

R N

N K

O R

N , K

Y P2

1, F Y2

2. DIMENSIONS ARE TO THE EDGE OF PAVEMENT.

4. FOR GRADING AND DRAINAGE, SEE GRADING SHEETS CG101.

LEGEND

SHEET KEYNOTES

1. KEEP ALL WORK EQUIPMENT AND SUPPLIES OFF OF THE

EXISTING CONCRETE CAMP PAD.

2. TIE PROPOSED CAMPGROUND RD PAVING INTO EXISTING

ROAD AREA WITH EDGE KEY. SEE DETAIL A14 SHEET CS502.

3. RESTORE AREA TO EXISTING CONDITIONS.

4. PROVIDE TREE PROTECTION

5. ASPHALT PAVEMENT REPAIR OPTIONS TO BE PERFORMED

AFTER CONSTRUCTION OF THE SLOPE, CAMPER PADS, AND

ATTACHED DRIVEWAYS. THE BASELINE REPAIR IS 1.5"

ASPHALT MILLING AND OVERLAY FOR SURFACE DAMAGE.

THE GOVERNMENT'S ENGINEER WILL MAKE

DETERMINATION OF PAVEMENT CONDITION ALONG WITH

THE LOCATION OF THE REPAIRS AFTER A PROOF ROLL IS

PERFORMED.

ASPHALT REPAIR INCLUDES THE FOLLOWING:

OPTION 1: SUBGRADE REPAIRS. DEMOLITION OF EXISTING

PAVEMENT AND UNDERCUT TO A DEPTH OF 18", BACKFILL

TO GROUND SURFACE WITH KYTC #3 STONE, MEETING

DETAIL A1 ON CS502

OPTION 2: ASPHALT PAVEMENT SECTION BASE REPAIR.

PAVEMENT SECTION MEETING DETAIL A6 ON CS501.

6. ASPHALT FULL DEPTH PAVEMENT

7. INSTALL A NEW UTILITY PEDESTAL TO MATCH THE EXISTING

PEDESTAL. ALL UTILITY PEDESTAL FEATURES INCLUDING

THE PEDESTAL ITSELF, HYDRANT, AND WATER AND

ELECTRIC LINES, CAN BE REUSED AS LONG AS THEY ARE IN

WORKING ORDER AND HAVE NOT BEEN DAMAGED.

UTILITIES WILL BE TURNED OFF PRIOR TO CONSTRUCTION.

8. PROTECT AND REESTABLISH UTILITIES.

5. CONTRACTOR IS LIMITED TO THE CWL'S WITHIN THE

BEGINNING AND END OF THE PROJECT UNLESS

ADDITIONAL OPTIONS ARE CHOSEN FOR REPAIRS.

1. ALL DIMENSIONS ARE PROVIDED IN U.S. SURVEY FEET,

UNLESS INDICATED OTHERWISE.

3. CONTRACTOR TO COORDINATE CONSTRUCTION

ACTIVITIES WITH THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR) AND LAKE PERSONNEL IN ORDER

TO ENSURE CONSTRUCTION ACTIVITIES DO NOT

INTERFERE WITH LAKE ACTIVITIES.

PROPOSED ASPHALT PAVEMENT BASE BID

(AS NOTED)

PROPOSED ASPHALT PAVEMENT OPTION 1

(AS NOTED)

PROPOSED ASPHALT PAVEMENT OPTION 2

(AS NOTED)

PROPOSED ASPHALT PAVEMENT OPTION 3

(AS NOTED)

PROPOSED CONCRETE PAVEMENT FOR CAMP

PADS (AS NOTED) (DETAIL G11 ; SHEET CS 502)

PROPOSED RIP RAP (AS NOTED)

PROPOSED GRAVEL CAMP PAD (AS NOTED)

(DETAIL A1 ; SHEET CS501)

PROPOSED FULL DEPTH ASPHALT PAVEMENT

BASE BID(AS NOTED)

CONTRACTOR WORK LIMITS

6. CONTRACTOR SHALL REINSTALL SPEED BUMPS AT THE

SAME LOCATIONS AND TYPE AS EXISTING.

ALIGNMENTS: LINE A (STREAM BANK)

NUMBER

C10

C11

C12

L10

L11

L12

L13

L14

L15

LENGTH

10.74'

12.19'

4.31'

17.70'

21.45'

9.04'

8.08'

73.42'

57.54'

90.10'

17.53'

30.01'

20.35'

RADIUS

57.46'

LINE/CHORD DIRECTION

N17° 41' 54.09"E

N06° 16' 03.51"E

N01° 57' 27.01"W

N04° 17' 38.33"W

N15° 13' 32.94"E

N08° 36' 43.15"W

N23° 03' 03.83"E

N12° 20' 44.34"E

N00° 11' 22.69"E

N04° 06' 16.71"W

N13° 07' 09.59"W

N04° 31' 52.92"E

N25° 55' 12.97"E

STA

0+08.08

0+92.24

1+61.97

2+82.94

3+30.65

2+56.37

0+00.00

0+18.81

1+04.43

1+66.28

2+65.41

3+00.64

3+52.10

ALIGNMENTS: LINE B (CAMPGROUND RD)

Number

C17

L18

L19

L20

L21

L22

L23

L24

Radius

59.75

Length

69.94

139.78

128.61

163.28

53.11

130.98

83.03

36.52

Line/Chord Direction

N63° 44' 07.93"E

N15° 16' 20.18"E

N5° 00' 09.64"E

N0° 15' 55.86"W

S80° 38' 53.35"E

S82° 43' 48.06"E

N23° 24' 32.54"E

N30° 12' 03.92"E

STA

1+84.09

3+73.58

5+13.37

6+41.98

0+00.00

0+53.11

2+90.55

2+54.03

ARIMS: 1200 Disposition: Permanent

2Q R

Pl an s-

ELEC

ELECBO

RE 2

ELEV. 727.30

RE 1

ELEV. 722.88

RE 3

ELEV. 729.20

B-1 B-1 O

FFSET

B-2

B-3

B-4

E E

W W

SAN

E E

W W

CAMPGROUND ROAD

SQUABBLE CREEK

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

10.71'

18.36'

18.00'

9.40'

22.56'

21.43'

24.50'

C H

- S

T C

C S1

14.00'

40.00'

10.00'

(GRASS)

(ASPHALT)

(WOODS)

LINE A

MATCHLINE - SEE SHEET CS103

- SEE SHEET CS105

TURNAROUND AREA

(SEE DETAIL A1 ON SHEET GC501)

3+72.45

1+00

2+00

3+00

14.50'

24.88'

8.00'

18.50'

16.50'

16.00'

28.74'

11.00'

8.00'

26.50'

22.75'

R2.00'

17.25'

9.90'

19.27'

L10

L11

L12

L13

L14 L15

C12

C10

C11

6+00

7+00

8+00 8+05.27

21.00'

R20.00'

R2.00'

R15.00'

16.50'

L19

L20

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

SCALE: 1"=20'

CIVIL SITE PLAN

PLAN

NORTH

N D

D .L

O G

D .L

CS103

D \P

- B U

O R

N T

O N

N S

R O

O N

W G

A M

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R M

N L

R P

E, K

N O

V, KH

R N

N K

O R

N , K

Y P2

1, F Y2

2. DIMENSIONS ARE TO THE EDGE OF PAVEMENT.

4. FOR GRADING AND DRAINAGE, SEE GRADING SHEETS CG101.

LEGEND

SHEET KEYNOTES

1. KEEP ALL WORK EQUIPMENT AND SUPPLIES OFF OF THE

EXISTING CONCRETE CAMP PAD.

2. TIE PROPOSED CAMPGROUND RD PAVING INTO EXISTING

ROAD AREA WITH EDGE KEY. SEE DETAIL A14 SHEET CS502.

3. RESTORE AREA TO EXISTING CONDITIONS.

4. PROVIDE TREE PROTECTION

5. ASPHALT PAVEMENT REPAIR OPTIONS TO BE PERFORMED

AFTER CONSTRUCTION OF THE SLOPE, CAMPER PADS, AND

ATTACHED DRIVEWAYS. THE BASELINE REPAIR IS 1.5"

ASPHALT MILLING AND OVERLAY FOR SURFACE DAMAGE.

THE GOVERNMENT'S ENGINEER WILL MAKE

DETERMINATION OF PAVEMENT CONDITION ALONG WITH

THE LOCATION OF THE REPAIRS AFTER A PROOF ROLL IS

PERFORMED.

ASPHALT REPAIR INCLUDES THE FOLLOWING:

OPTION 1: SUBGRADE REPAIRS. DEMOLITION OF EXISTING

PAVEMENT AND UNDERCUT TO A DEPTH OF 18", BACKFILL

TO GROUND SURFACE WITH KYTC #3 STONE, MEETING

DETAIL A1 ON CS502

OPTION 2: ASPHALT PAVEMENT SECTION BASE REPAIR.

PAVEMENT SECTION MEETING DETAIL A6 ON CS501.

6. ASPHALT FULL DEPTH PAVEMENT

7. INSTALL A NEW UTILITY PEDESTAL TO MATCH THE…

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File details come from the government source that posted it. Updated Apr 7, 2025.