W912P519B0001_PlanSet_signed.pdf

PDF 13 MB Posted Jun 19, 2019

Attached to: Eastern Kentucky Area of Operations - Paving
Solicitation number: W912P519B0001
Issued by: Department of the Army Corps of Engineers Engineering District Nashville

About this file

From the source

Plans - W912P519B0001

View the file

Other files

File	Type	Posted
1419_-_Construction_Abstract._Wolf_Creek_FLTP_Paving_signed.pdf	PDF	Aug 5, 2019
SECTION_32_01_17_SEALING_CRACKS_IN_ASPHALT_PAVING.pdf	PDF	Jul 23, 2019
W912P5-19-B-0001_PlanSetChanges_Amendment02.pdf	PDF	Jul 23, 2019
SECTION_01_22_00_PRICE_AND_PAYMENT_PROCEDURES.pdf	PDF	Jul 23, 2019
00_COVER_SHEET_WOL_FLTP_PAVING.pdf	PDF	Jul 23, 2019
W912P519B0001_Amendment_02.pdf	PDF	Jul 23, 2019
SECTION_02_41_00_DEMOLITION.pdf	PDF	Jul 23, 2019
W912P519B0001_Amendment_01.pdf	PDF	Jul 18, 2019
US_Citizen_Pre-Bid_or_Site_Visit_Form_AUG_2016.pdf	PDF	Jun 19, 2019
FN_Pre-Bid_Meeting_AUG2015_508.pdf	PDF	Jun 19, 2019
W912P519B0001_Final_Specs.pdf	PDF	Jun 19, 2019
Sol_W912P519B0001_-_EKY_Paving.pdf	PDF	Jun 19, 2019

Show all 12

On GovTribe

Work with this file

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

Try for free Login

Text version

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

NASHVILLE DISTRICT

P lo t T im e

P lo t

D a te

F il e N a m e

/1 /2

X P e rs o n a l\

H a rr is

J \W o rk in g P ro j F il e s J

H \H a rr is \W o lf C re e k \T ru e lo v e P a v in g \W o lf C k F

L T P d g n \Q

-0̂

.d g n

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

N A

S H

L E T

E N

N E

S S

E E

C U

M B

E R

L A

N D R

E R W

A T

E R

S H

E D

C U

M B

E R

L A

N D R

E R

K E

N T

U C

K Y

W O

L F C

R E

E K R

E S

E R

V O

R O J E

C T

F L T P P

A V

A N

S I

D Q

-0̂

.d g n

C .J .T

R U

E L

O V

J .H

A R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

Q2-0/15

S H

E E

T I

N D

E X

SHEET INDEXQ2-0/15

FISHING CREEK RECREATION AREA

DRAWING NUMBER DESCRIPTION

KENDALL FOREST CAMPGROUND

OVERLOOK AREA

SECTIONS AND DETAILS

SHEET INDEX

PAVING PLAN - BID OPTION 4 - OVERALL PLANQ2-69/397

W P -1

-B -0

DAM ROAD

/1 /2

RIVER ROAD

LOCATION AND VICINITY MAP - BASE BID AREAS 1-3; OPTIONS 1-4Q2-3/47

PAVING PLAN - BID OPTION 1 - SHEET 6 OF 6Q2-69/394

PAVING PLAN - BID OPTION 1 - SHEET 5 OF 6Q2-69/393

PAVING PLAN - BASE BID AREA 2 - SHEET 4 OF 6Q2-69/392

PAVING PLAN - BID OPTION 1 - SHEET 3 OF 6Q2-69/391

PAVING PLAN - BID OPTION 1 - SHEET 2 OF 6Q2-69/390

PAVING PLAN - BID OPTION 1 & 2 - SHEET 1 OF 6Q2-69/389

OVERALL PLANQ2-69/388

PAVING PLAN - BID OPTION 3 - PARKING LOTQ2-69/396

PAVING PLAN - BID OPTION 3 - OVERALL PLANQ2-69/395

PROJECT PAVING - PAVEMENT MARKING DETAILSQ2-69/405

PROJECT PAVING - DETAILSQ2-69/404

SOIL INVESTIGATIONS - TEST PITSQ2-69/403

ROADWAY CROSS SECTIONS AND PROFILEQ2-69/402

FISHING CREEK RECREATION AREA - ROADWAY TYPICAL CROSS SECTIONSQ2-69/401

W .B .L

O N

B E

N J

A M

R O

H R

B A

C H ,P .E

BASE BID AREA 1 - SECTIONSQ2-69/387A

BASE BID AREA 1 - DESIGN CONDITIONSQ2-69/387

BASE BID AREA 1 - EXISTING CONDITIONSQ2-69/386

BASE BID AREA 1 - DISPOSAL AREAQ2-69/385A

BASE BID AREA 1 - SITE PLANQ2-69/385

STOCKPILE

WOLF CREEK PAVING - LOCATION OF STAGING AREA AND DAM ROAD MILLINGS Q2-69/400

PAVING PLAN - BASE BID AREA 3 - AREA AT POWERHOUSE ENTRANCEQ2-69/399

PAVING PLAN - BASE BID AREA 3 - OVERALL PLANQ2-69/398

N A

S H

L E D

T R

N A

S H

L E T

E N

N E

S S

E E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

LAUREL

CUMBERLAND

RUSSELL SPRINGS

SOMERSET

COLUMBIA

BURNSIDE

WHITLEY CITY

ALBANY

MONTICELLO

LAKE CUMBERLAND

CUM

BER

VER

HOLLOW

DALE

STEARNS

WAYNE MC CREARY WHITLEY

KNOX

CLINTON

K E N T U C K Y

T E N N E S S E E

PROJECT SITES

P lo t T im e

P lo t

D a te

F il e N a m e

/1 /2

X P e rs o n a l\

H a rr is

J \W o rk in g P ro j F il e s J

H \H a rr is \W o lf C re e k \T ru e lo v e P a v in g \W o lf C k F

L T P d g n \Q

-3̂

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

N A

S H

L E T

E N

N E

S S

E E

C U

M B

E R

L A

N D R

E R W

A T

E R

S H

E D

C U

M B

E R

L A

N D R

E R

K E

N T

U C

K Y

W O

L F C

R E

E K R

E S

E R

V O

R O J E

C T

F L T P P

A V

A N

S I

D Q

-3̂

.d g n

C .J .T

R U

E L

O V

J .H

A R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

L O

C A

N A

N D V

Y M

A P

Q2-3/47

CUMBERLAND PARKWAY

PULASKI COUNTYRUSSELL COUNTY

ADAIR

W P -1

-B -0

NOTES

PROJECT SITES

31 E

CUMBERLAND PARKWAY

PROJECT SITES

DAM

CREEK

WOLF

KNOXVILLE

SOMERSET

COOKVILLE

CROSSVILLE

GLASGLOW

K E N T U C K Y

RUSSELL SPRINGS

LAKE

BERLAND

RIVER ROAD

CUMBERLAND

LOONEY CREEK

P O

O R F

O R

JACKSON

OWSLEY

HARLAN

LESLIE

LETCHER

PERRY

KNOTT

T E N N E S S E E

V I R G I N I A

LEBANON

CLAY

CLAIBORNE

BELL

SCOTT

CAMPBELL

ANDERSON

UNION

KNOX

ROANE

CUMBERLAND

MORGAN

FENTRESS

PICKETT

OVERTON

PUTNAM

WHITE

JACKSON

CLAY

MACON

TROUSDALE

SUMNER

WILSON

SMITH

DE KALB

CANNON

ALLEN

WARREN

BARREN

METCALF

CUMBERLAND

MONROE CLINTON

WAYNE MC CREARY

WHITLEY

KNOX

LAUREL

PULASKI

RUSSELL

COLUMBIA

ADAIR

ROCK CASTLE

CASEY

LINCOLN

EDMONSON

SEVIER

COCKE

JEFFERSON

BLOUNTLOUDON

GRAINGER

HANCOCK

HAWKINS

RUTHERFORD

HAMBLEN

GREENE

CUMBERLAND

VICINITY MAP - PAVING PROJECT OPTIONS

DAM OVERLOOK

LOCATION MAP - RIVER ROAD - BASE BID AREA 1

FISHING CREEK RECREATION AREA

DAM ROAD

AND WILDLIFE VIEWING AREA

KENDALL FOREST CAMPGROUND

LOCATION MAP - WOLF CREEK BASE BID AND OPTION AREAS

W .B .L

O N

B E

N J

A M

R O

H R

B A

C H ,P

B A

S E B

R E

A S

O P

N S

OF GOVERNMENT PROPERTY.

HAUL AND PROPER DISPOSAL OF ALL OTHER PROJECT WASTE AND EXCESS MATERIAL OFF

CUMBERLAND BEFORE DISPOSAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

THE EXACT DISPOSAL LOCATION WITHIN THE DISPOSAL AREA WITH THE CITY OF

LOCATION DESIGNATED ON PLAN SHEET Q2-69/385. THE CONTRACTOR SHALL COORDINATE

AREA 1) SHOULD BE HAULED BY THE CONTRACTOR AND PROPERLY DISPOSED OF AT THE

INDICATED ON PLAN SHEET Q2-69/400. MATERIAL EXCAVATED FROM RIVER ROAD (BASE BID

CONTRACTOR AND STOCKPILED BEHIND THE USACE WAREHOUSE AT THE LOCATION

ASPHALT MILLINGS FROM DAM ROAD (BASE BID AREA 3) SHALL BE HAULED BY THE 5.

AREAS.

WITH THE COR TO ESTABLISH A STAGING AREA INSIDE OF OR ADJACENT TO THE WORK

A SUITABLE STAGING AREA WILL BE PROVIDED. THE CONTRACTOR SHALL COORDINATE 4.

IMPOSED BY THE GOVERNMENT.

WORK. THE LIST SHALL BE PROVIDED TO THE COR. ADDITIONAL REQUIREMENTS MAY BE

THE CONTRACTOR SHALL PROVIDE A LIST OF ALL CONTRACTORS PRIOR TO INITIATING 3.

AVAILABLE PROJECT SITE WORK DATES, DAYS, AND TIMES.

PROJECT SITE AVAILABILITY VARIES. REFER TO SPECIFICATION SECTION 02 41 00 1.5 FOR 2.

RUSSELL COUNTY IS IN CENTRAL TIME ZONE (UTC-5).

COUNTY. PULASKI COUNTY AND HARLAN COUNTY ARE IN EASTERN TIME ZONE (UTC-4) AND

LOCATED WITHIN RUSSELL COUNTY, AND RIVER ROAD IS LOCATED WITHIN HARLAN

CAMPGROUND,THE WOLF CREEK DAM OVERLOOK AREA, AND THE DAM ROAD ARE

CREEK RECREATION AREA IS LOCATED WITHIN PULASKI COUNTY. KENDALL FOREST

THIS PROJECT IS LOCATED IN KENTUCKY WITHIN THREE SEPARATE COUNTIES. FISHING 1.

R O

A D

CUMBERLAND

V E R

C K

C R E E

POOR FORK

CUMBERLAND RIVER

1424.36

CLOVERLI

CREEK

U.S. 119 S.R. 1

CUMBERLAND

L&N RAILROAD

1435.29

1436.61

CUMBERLAND

S .R . 16

R O

A D

L&N RAILROAD

1442.62

U .S

1443.67

1453.9

L&N RAILROAD

POOR

FORK

L&N

RAIL

ROAD

1475 1475

HEAVY FOLIAGE

1496.1

0 15

1500 1500

1500.1

1500.2

1503.1

1503.6

1506.4

1506.7

1506.8

1507.3

1507.4 1507.9

1508.3

1509.6

1512.2

1512.3

1512.4

1512.9

1513.0

1513.8

1516.3

1535.5

1536.30

1538.0

1538.3

U .S

S .R

R O

A D

50 1

0 1

P lo t T im e

P lo t

D a te

F il e N a m e

/1 /2

X P e rs o n a l\

H a rr is

J \W o rk in g P ro j F il e s J

H \H a rr is \W o lf C re e k \T ru e lo v e P a v in g \W o lf C k F

L T P d g n \Q

-6

9̂ .d

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

N A

S H

L E T

E N

N E

S S

E E

C U

M B

E R

L A

N D R

E R W

A T

E R

S H

E D

C U

M B

E R

L A

N D R

E R

K E

N T

U C

K Y

W O

L F C

R E

E K R

E S

E R

V O

R O J E

C T

F L T P P

A V

A N

S I

B E

N J

A M

R O

H R

B A

C H P .E

W .B .L

O N

C .J .T

R U

E L

O V

J .H

A R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

E R R

O A

B A

S E B

R E

E P

L A

Q2-69/385

W P -1

-B -0

Q -6

9̂ .d g n

AREA

DISPOSAL

HEAVY FOLIAGE

S .R

L.P.

Sign

M.B

Sign

L.P.

ROCKS

WALL

RUIN

W A L L

U.S. 11

S.R.160

L&N RAILROAD

C O

U R T

L.P.

M.B

STEPS

PAD

STEPS

Sign

SignL.P.

WALL

W A L L

HEAVY FOLIAGE

W A

L L

HEAVY FOLIAGE

U .S . 119

S .R

U .S

S .R

ROCK

R U

RUINS

PILES

WALL

W A L L

WALL

W A

L L

W A

L L

POOL

U\C

PILE

TANK

L.P.

Sign

Sign Sign

Sign

TANK

Sign

F.H.

STEPS

M.B

Sign

Sign Sign

Sign SignSign

Sign

TANK

STEPS

Sign

PILE

AREA U\C

PUMPS

STEPS

H E D

G E

TREATMENT

POOL

TREATMENT

POOL

PARKING

Sign

STEPS

Sign

H E D

G E

Sign

PARKING

DISH

H E D

G E

H E

D G E

HEAVY FOLIAGE

W A L L

W A

L L

WALL

W A L L

W A L L W

A L L

W A L L

W A

LL W

A L

W A L L

WALL

W A

W A L L

W A

L L

W A

L L

S .R

S.R. 160

CUMBERLAND

F.H.

M.B.

L.P.

RUIN

TANK

TANKS

TANK

SignSign

R/R R/R

WATER TREATMENT

PLANT

Sign

GATE

Sign

ROCK

HEAVY FOLIAGE

WALL

W A L L

RUINS

L.P.

H E

D G

Sign

TANK

POOL

DISH

Sign

H E D

G E

PAD

Sign

F.H.

M.B

M.B pile

OUTCROP

CEMETERY

C E M E T E R Y

L.P.

DIRT PILE

L.P.

POOL

RUINS

POOL

M.B.

M.B.M.B.

M.B.

TANK

RUINS

Sign

GATE

CEMETERY

W A

L L

W A

L L

W A

L L

W A

L L

W A

L L

HEAVY FOLIAGE

W A L L

WALL

HEAVY

FOLIAGE

WALL

W A

L L

WALL

W A

L L

W A

L L

W A

L L

HEAVY FOLIAGE

WALL

W A

L L

W A

L L

W A

L L

W A

L L

WALLWALL

WALL

R O

A D

TANK

M.B

L.P.

Sign

L.P.

DISH

POOL

HEDGE

Sign

TANK

Sign

HEDGE

Sign

H E

D G

TANK

Sign

L.P.

STEPS

HEDGE

POOL

Sign

L.P.

Sign

L.P.

Sign

PARKING

Sign

SignL.P.

L.P.

Sign

L.P.

Sign

PILE

Sign

L.P.

W A

L L

ALL

W A

HEAVY

FOLIAGE

HEDGE

W A

L L

W A L L

ALL

WALL

ALL

W A

L L

W A L L

ALL

W A L L

WALL

ALL

W A

L L

WALL

WALL WALL

WALL

W A

W A L L

F.H.

FOUNDATION

L.P.

POOL

P O

L Sign

Sign

H E

D G

MINIATURE GOLF

PARKING

TRANSFORMERS

TANKS

PAD

L.P.

RAMP

PARKING

TANK

Sign

PILE

JUNK

BRUSH

L.P.

Sign

TANK

PILE

L.P.

PILE

DECK

PARKINGSign

Sign

L.P.

M.B

Sign

W A

L L

WALL

W A

WALL

W A L L

ALL

HEAVY FOLIAGE

ALL

Sign

L.P.

Sign

W A L L

Sign

ROCKS

ROCK

ROCKS

M.B.

SHADOW

BRUSH

W A L L

OUTCROP

ROCK

PILE

ROCKS

M.B

ROCK

PILES

Sign

PILES

POOL

HEDGE

SPORT FIELDS

W A

L L

HEAVY FOLIAGE

W A L L

W A

L L

W A L L

W A L L S

WALL

SHADOWS

W A L L W

A L L

HEAVY FOLIAGE

H E

D G

L.P.

Sign

C.B.

POOL

PARKING

L.P.

SIGN

L.P.

Sign

Sign POOL

H E

D G

HEDGE

TANK

PARKING

L.P.

Sign

TANK

HEDGE

Sign

STEPS

TANK

P O

O L

RUINS

PAD

POOL

L.P.

HEAVY FOLIAGE

WALL

W A

L L

WALL

W A

L L

WALL

W A

L L

WALL

ALL

WALL

W A

L L

W A L L

W A

L L

W A

L L

HEDGE

WALL

W A

L L

W A

L L

CUMBERLAND

P O

O R

F O

R K

L O

O N

E Y

C R E E

WALL

W A

L L

W A

L L

W A L L

W A

L L

W A

L L

WALL

W A

L L

F L O

Sign

P P

CB CB

P P

C U

L A

VER

G R

A V

E L

G R

A V

E L

RIVER ROAD - BASE BID AREA 1

WATER TREATMENT PLANT

(APPLICABLE TO ALL BASE BID AREAS AND ALL OPTIONS)

GENERAL PROJECT NOTES

400'0 200'

CONTROL DEVICES (MUTCD) CURRENT EDITION.

DEPARTMENT OF TRANSPORTATION (KDOT) STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC

8. SIGNAGE, PAINT MARKINGS, AND WHEEL STOPS SHALL BE IN ACCORDANCE WITH KENTUCKY

7. ALL FEATURES ARE SHOWN IN APPROXIMATE LOCATIONS.

ARE KENTUCKY SOUTH NAD83 SURVEY FEET.

RESPONSIBLE FOR PROVIDING THEIR OWN SURVEY CAPABILITY AS NEEDED. COORDINATES SHOWN

ROADWAY. IT SHOULD ONLY BE USED FOR APPROXIMATE LOCATING ONLY. THE CONTRACTOR IS

6. STATIONING PRESENTED IN THE PROJECT PLAN SHEETS DOES NOT FOLLOW THE CENTERLINE OF THE

ENTRANCES.

TAPER EDGE OF ASPHALT TRANSITIONS (3H:1V) INTO ALL EXISTING INDIVIDUAL CAMPGROUND 5.

ASSOCIATED WITH DAMAGED UTILITIES RESULTING FROM THE CONSTRUCTION OF THIS PROJECT.

AREA. THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIR WORK AND REPLACEMENT COST

4. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES WITHIN THE WORK

AND MULCHED. SEE SPECIFICATIONS SECTION 32 92 23.

3. UNLESS INDICATED OTHERWISE, ALL DISTURBED OR SCARRED AREAS SHALL BE SEEDED, FERTILIZED

TO INITIATING WORK.

2. THE CONTRACTOR SHALL COORDINATE TIMING AND PHASES OF CONSTRUCTION WITH THE COR PRIOR

APPROVAL PRIOR TO START OF WORK.

(CURRENT EDITION), MEET ALL RELEVANT KYTC REQUIREMENTS, AND SUBMITTED TO THE COR FOR

ACCORDANCE WITH APPLICABLE PORTIONS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,

1. THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN (TCP). THE PLAN SHALL BE IN

HIGHWAY 119

F R

A Z

R S

3R D A

FIELD ST

K E

L L E

R S

W H

C O

M B D

W M

E R R

RIVER RD

HOGG ST

G A

T E

(APPROXIMATE PROPERTY BOUNDARY)

080 40 80 160FT

SCALE: 1''= 80'

LIMITS OF DISPOSAL AREA

NOTES:

VERIFYING WITH THE COR. REGRADE AND SEED TO SPECIFICATIONS WHEN WORK IS COMPLETE.

CONSTRUCTION WASTE TO BE BURIED AND SPOILS TO BE PLACED AND COMPACTED AT LOCATION SHOWN AFTER 2.

SPOIL DISPOSAL REQUIREMENTS.

SEE SPECIFICATION 31 00 00 EARTHWORK, SECTION 3.4.1 FOR RIVER ROAD EXCAVATED WASTE MATERIAL AND 1.

(D.B. 346 PG. 263)

EDWARD R. JACKSON(D.B. 310 PG. 479)

JOSEPH W. CREECH

GRAVEL

DRI

(D.B. 367 PG. 166)

JOSEPH E. CREECH

DRAINAGE EASEMENT

EXISTING PERMANENT

(D.B. 339 PG. 152)

(EXCEPTION)

120' ACCESS EASEMENT

(D.B. 339 PG. 152)

(EXCEPTION)

120' ACCESS EASEMENT

WORK LIMITS

C O

N T

R A

C T

O R S

E X I

S T I

E X I

S T I

D R I

V E

G R

A V

E L

HIGH C

HAIN L

INK F

ENCE

G R

A V

E L

GRAVEL

TIN BUILDING

GRAVEL

UNDERBRUSH

TREES &

UNDERBRUSH

TREES &

100'

1103+00

1101+75

140'

1100+00

175'

CONTRACTOR'S

W O

R K

L I

M I T S

U N

D E

R B

R U

S H

T R

(D.B. 339 PG. 152)

FOUNDATION, INC.

SOUTHEAST EDUCATION

DISPOSAL AREA

RIVER ROAD BASE BID AREA 1

X X

Nashville District

P lo t T im e

P lo t

D a te

F il e N a m e

X P e rs o n a l\

H a rr is

J \W o rk in g P ro j F il e s J

H \H a rr is \W o lf C re e k \T ru e lo v e P a v in g \W o lf C k F

L T P d g n \Q

-6

9̂

A .d g n

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

N A

S H

L E T

E N

N E

S S

E E

C U

M B

E R

L A

N D R

E R W

A T

E R

S H

E D

C U

M B

E R

L A

N D R

E R

K E

N T

U C

K Y

W O

L F C

R E

E K R

E S

E R

V O

R O J E

C T

F L T P P

A V

A N

S I

B E

N J

A M

R O

H R

B A

C H P .E

Q -6

9̂

A .d g n

W .B .L

O N

C .J .T

R U

E L

O V

J .H

A R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

Q2-69/385A

E R R

O A

B A

S E B

R E

P O

S A

L A

R E

W P -1

-B -0

P lo t T im e

P lo t

D a te

F il e N a m e

X P e rs o n a l\

H a rr is

J \W o rk in g P ro j F il e s J

H \H a rr is \W o lf C re e k \T ru e lo v e P a v in g \W o lf C k F

L T P d g n \Q

-6

9̂ .d g n

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

N A

S H

L E T

E N

N E

S S

E E

A N

S I

B E

N J

A M

R O

H R

B A

C H P .E

Q -6

9̂ .d g n

W .B .L

O N

C .J .T

R U

E L

O V

J .H

A R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

E R R

O A

B A

S E B

R E

E X

G C

O N

N S

30' 60'0

Q2-69/386

W P -1

-B -0

C U

M B

E R

L A

N D R

E R W

A T

E R

S H

E D

C U

M B

E R

L A

N D R

E R K

E N

T U

C K

W O

L F C

R E

E K R

E S

E R

V O

R O J E

C T

F L T P P

A V

NOTES

SEE TYPICAL SECTION ON SHEET Q2-69/387A1.

RUINS

ROCK

GATE

WATER TREATMENT

PLANT

W A

L L

M.B.M.B.

M.B.

L.P.

POOL

M.B.

TANK

Sign

GATE

W A

L L

W A

L L

W A

L L

W A

L L

WALLWALL

RELOCATED WATER MAIN

APPROXIMATE RUN OF

1411.8

R O

A D

1417.7

1418.4

1419.8

1425.9

POLE

UTILITY

POLE

UTILITY

POLE

UTILITY

POLE

UTILITY

C O

N T R

A C T O

R 'S W

O R

K L

E R R

O A

D R

E -A

N M

E N T

APPROXIMATE STA 0+40

EXISTING WATER MAIN AT

MAIN CONNECTED TO

EXISTING 4 INCH PVC WATER

PIPE)

ELEV. 1408.22 (TOP OF

E 2442948.37

N 1885987.47

LOCATION:

EXISTING WATER LINE

ELEV. 1412.48 (TOP OF PIPE)

E 2443289.10

N 1886338.81

EXISTING WATER LINE LOCATION:

EXISTING WATER MAIN AT APPROXIMATE STA 4+85

EXISTING 4 INCH PVC WATER MAIN CONNECTED TO

P lo t T im e

P lo t

D a te

F il e N a m e

X P e rs o n a l\

H a rr is

J \W o rk in g P ro j F il e s J

H \H a rr is \W o lf C re e k \T ru e lo v e P a v in g \W o lf C k F

L T P d g n \Q

-6

9̂ .d g n

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

N A

S H

L E T

E N

N E

S S

E E

C U

M B

E R

L A

N D R

E R W

A T

E R

S H

E D

C U

M B

E R

L A

N D R

E R

K E

N T

U C

K Y

W O

L F C

R E

E K R

E S

E R

V O

R O J E

C T

F L T P P

A V

A N

S I

B E

N J

A M

R O

H R

B A

C H P .E

Q -6

9̂ .d g n

W .B .L

O N

C .J .T

R U

E L

O V

J .H

A R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

E R R

O A

B A

S E B

R E

ROADWAY SHOULDER (TYP.)

GRADED CRUSHED AGGREGATE FOR

30' 60'0

D E

N C

O N

N S

Q2-69/387

PAVEMENT

EXISTING ASPHALT

STRAIGHT BUTT JOINT IN

SAWCUT VERTICAL,

RIVER ROAD BASE BID AREA 1 NOTES

W P -1

-B -0

SEE GENERAL PAVING NOTES ON SHEET Q2-69/401.20.

SEE GENERAL PROJECT NOTES ON SHEET Q2-69/385.19.

SEE TYPICAL SECTION ON SHEET Q2-69/387A.18.

ACCEPTANCE BEFORE THAT WORK COMMENCES.

SUBMIT PLAN TO PREVENT FLOTATION OF PE PIPE WHEN ENCASING IN CONCRETE TO THE COR FOR 17.

PIPE.

THOROUGHLY COMPACT ALL EXCAVATED AREAS PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC AND PE 16.

APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR PERFORMING THEIR OWN SURVEY IN THE FIELD.

NO GEOMETRIC SURVEY WAS PERFORMED. ALL ELEVATIONS/LOCATIONS REPRESENTED ARE 15.

FABRIC OVERLAPPED 18 INCHES ON EACH SIDE OF CUT BEFORE BACKFILL.

GEOTEXTILE FABRIC ENCOUNTERED DURING EXCAVATION AND COVER THE AREA WITH NEW GEOTEXTILE

AND UNIONS WITH GEOTEXTILE FABRIC TO PREVENT PIPING. CAREFULLY CUT THROUGH EXISTING

OVERLAP ALL SEAMS/JOINTS IN GEOFABRIC A MINIMUM 18 INCHES. SUFFICIENTLY WRAP ALL PIPE JOINTS

CONTRACTOR SHALL SUBMIT GEOTEXTILE FABRIC TO COR FOR ACCEPTANCE PRIOR TO INSTALLATION. 14.

TO INSTALLATION.

CONTRACTOR SHALL SUBMIT 6 INCH PE DRAIN PIPE AND ALL FITTINGS TO COR FOR ACCEPTANCE PRIOR 13.

ROAD PRIOR TO GRADING AND PAVING.

CLIP BACK ROADWAY SHOULDERS TO BE FREE OF VEGETATION FOR THE GRAVEL PORTION OF RIVER 12.

PIPE IN CONCRETE.

DURING EXCAVATION, CUT THROUGH AS NEATLY AS POSSIBLE IN ORDER TO PLACE AND ENCASE DRAIN

COMPACTED IN LIFTS NOT TO EXCEED 6 INCHES. IF SYNTHETIC MATERIAL LAYERS ARE ENCOUNTERED

BACKFILL EXCAVATED TRENCHES IN ROADWAY WITH GRADED CRUSHED AGGREGATE BASE PLACED AND 11.

GRADED TO HAVE POSITIVE DRAINAGE AND A CONSISTENT GRADIENT FREE OF DIPS AND HUMPS.

INCH DEPTH WHEN MEASURED AT THE CENTERLINE CROWN. THE NEW LENGTH OF ROADWAY SHALL BE

CRUSHED AGGREGATE BASE TO SHAPE ROADWAY. NEW BASE MATERIAL SHALL BE COMPACTED TO 6

GRADE AND COMPACT EXISTING ROADWAY. HAUL IN, PLACE AND COMPACT ADDITIONAL WELL GRADED 10.

ESTABLISHED.

TOPSOIL, SEED, FERTILIZE, MULCH AND WATER ALL DISTURBED AREAS SUCH THAT GRASS IS PROMPTLY 9.

SHEET Q2-69/385A AND AS DIRECTED BY THE COR.

DISPOSE OF ALL EXCESS EXCAVATED MATERIAL IN THE DISPOSAL AREA DESIGNATED IN THE PLAN SET ON 8.

DRIVEWAY.

3H:1V. EXCAVATE TO REMOVE VISUAL OBSTRUCTION WHEN VIEWED FROM ADJACENT RESIDENTIAL

THE GRADE LINES INDICATED IN THE PLAN SHEET. EXCAVATED SLOPES SHALL NOT BE STEEPER THAN

EXCAVATE AND SHAPE THE EXISTING DISPOSAL AREA ALONG RIVER ROAD AND SLOPE ACCORDING TO 7.

UTILITIES DAMAGED DURING CONSTRUCTION FOR THIS PROJECT.

AND UTILITY POLES. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIR AND COST ASSOCIATED WITH

PARTICULARLY IN AREAS NEAR THE WATERLINE THAT EXIST UNDER AND RIVERSIDE OF THE ROADWAY

CONTRACTOR SHALL USE HAND EXCAVATION AND EXTREME CAUTION WHEN OPERATING MACHINERY, CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES BEFORE PERFORMING ANY EARTHWORK. 6.

RIPRAP WITH FORMED CONCRETE TO PREVENT MOVEMENT.

CAP PE PIPE ENDS SECURELY WITH A VARMINT GUARD SCREEN. AFFIX OUTFALL ENDS SECURELY IN 5.

ASSOCIATED WITH RIVER ROAD.

MEASURES IN PLACE UNTIL GRASS IS COMPLETELY ESTABLISHED IN ALL CONSTRUCTION AREAS

DITCHES, TRENCHES, OR SLOPES IN THE CONSTRUCTION AREAS. THE CONTRACTOR SHALL KEEP THESE

FENCING, STAKED HAY BALES, ETC. TO CONTROL AND PREVENT ANY AND ALL EROSION FROM EXCAVATED

CONTRACTOR IS RESPONSIBLE FOR PROVIDING ROBUST EROSION CONTROL MEASURES TO INCLUDE SILT 4.

IS NOT DAMAGED DURING BACKFILL OF TRENCHES.

HAND COMPACT BACKFILL FOR RIVERSIDE PIPE TRENCHES. CONTRACTOR SHALL ENSURE THAT PE PIPE 3.

SOLID DRAIN PIPE JOINT AREAS SHALL BE SECURELY WRAPPED IN GEOTEXTILE FABRIC BEFORE BURIAL.

ROADWAY SHALL BE ENCASED (1’ X 1’) IN 4000 PSI CONCRETE THE FULL WIDTH OF THE ROAD. ALL PE

TEES IN LANDSIDE DITCH TO WHERE IT DAYLIGHTS IN RIVERSIDE BANK. THE PORTION OF PE PIPE UNDER

COMPLETELY WRAPPED IN A NON-WOVEN GEOTEXTILE FABRIC. SOLID PE PIPE SHALL BE USED FROM

PLACED IN FRENCH DRAIN ALONG ROADWAY SHALL BE PERFORATED, ENCASED IN 57 STONE, AND

USE 6 INCH HIGH DENSITY CORRUGATED FLEXIBLE POLYETHYLENE (PE) DRAIN PIPE FOR DRAINAGE. PIPE 2.

THE ROADWAY FROM THE DRAIN INLETS TO THE OUTFALLS.

INLETS. SLOPE DITCH DOWNWARD 2% FROM STA 0+00 TO STA 0+40. ENSURE POSITIVE DRAINAGE UNDER

CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE ALONG FRENCH DRAIN ROADWAY DITCH TO DRAIN 1.

RIPRAP ARMOR STONE

58’ LENGTH) IN EXISTING

DRAIN PIPE (APPROXIMATE

DAYLIGHT 6 INCH SOLID PE

RIPRAP ARMOR STONE

65' LENGTH) IN EXISTING

DRAIN PIPE (APPROXIMATE

DAYLIGHT 6 INCH SOLID PE

PE ENDS

AFFIX SOLID CAP ON

PAVEMENT

ASPHALT

JOINT IN EXISTING

STRAIGHT BUTT

SAWCUT VERTICAL,

PE ENDS

AFFIX SOLID CAP ON

RIPRAP ARMOR STONE

58’ LENGTH) IN EXISTING

DRAIN PIPE (APPROXIMATE

DAYLIGHT 6 INCH SOLID PE

RIPRAP ARMOR STONE

58' LENGTH) IN EXISTING

DRAIN PIPE (APPROXIMATE

DAYLIGHT 6 INCH SOLID PE

RIPRAP ARMOR STONE

87' LENGTH) IN EXISTING

DRAIN PIPE (APPROXIMATE

DAYLIGHT 6 INCH SOLID PE

Q2-69/387A

Q2-69/402

6" PE PIPE TEE

ROCK

GATE

WATER TREATMENT

PLANT

W A

L L

M.B.M.B.

L.P.

DITCH FLOW LINE

DRAIN BOX

LIMITS OF FRENCH

1411.8

1414.2

R O

A D

1417.7

1425.9

POLE

UTILITY

POLE

UTILITY

POLE

UTILITY

POLE

UTILITY

INCHES AT ALL JOINTS/SEAMS

2H:1V DITCH OVERLAPPING MIN 18

LOOSELY ALONG ENTIRE LENGTH OF

PLACE NON-WOVEN GEOTEXTILE FABRIC

6" PE PIPE TEE

EXTENT OF AS-BUILT SURVEY

EXISTING GRADE

DOWN TO ELEVATION 1419, THEN SLOPE TO MEET

WITHIN THESE LIMITS: SLOPE 3H:1V FROM TOP

RE-SHAPE EXISTING DISPOSAL AREA MATERIAL

LENGTH OF DITCH

MINIMUM 9 INCHES THICK ALONG ENTIRE

PLACE KYTC CLASS II CHANNEL LINING

C O

N T R

A C T O

R 'S W

O R

K L

MINIMUM 9 INCHES THICK

KYTC CLASS II CHANNEL LINING

SLOPE ABOVE RIPRAP DITCH

ESTABLISH GRASS ON

LINE VARIES

EXISTING GRADE

P lo t T im e

P lo t

D a te

F il e N a m e

/4 /2

X P e rs o n a l\

H a rr is

J \W o rk in g P ro j F il e s J

H \H a rr is \W o lf C re e k \T ru e lo v e P a v in g \W o lf C k F

L T P d g n \Q

-6

9̂

A .d g n

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

N A

S H

L E T

E N

N E

S S

E E

C U

M B

E R

L A

N D R

E R W

A T

E R

S H

E D

C U

M B

E R

L A

N D R

E R

K E

N T

U C

K Y

W O

L F C

R E

E K R

E S

E R

V O

R O J E

C T

F L T P P

A V

A N

S I

B E

N J

A M

R O

H R

B A

C H P .E

Q -6

9̂

A .d g n

W .B .L

O N

C .J .T

R U

E L

O V

J .H

A R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

E R R

O A

B A

S E B

R E

W P -1

-B -0

Q2-69/387A

S E

C T

N S

2% SLOPE 2% SLOPE

16 FEET

TACK COAT

BITUMINOUS

PRIME COAT

BITUMINOUS

STONE

SHOULDER

SURFACE 0.38D PG 64-22

2 INCHES HMA CL2 ASPHALT

BASE 1.00D PG 64-22

2 INCHES HMA CL2 ASPHALT

3 FEET3 FEET

VARIES

EXISTING ROADWAY BASE

REGRADED AND COMPACTED

CRUSHED AGGREGATE BASE

NEW COMPACTED GRADED

NEW ASPHALT SURFACE

IN INCHES

ROADWAY THICKNESS

Ŧ = NEWLY CONSTRUCTED

OF RIVER ROAD

EXISTING GRAVEL PORTION

1:60 TAPER

TAPER LENGTH IN INCHES

PAVED ROADWAY

EXISTING ASPHALT

PAVEMENT EDGE

EXISTING

SAWCUT

PAVED ROADWAY

EXISTING ASPHALT

WIDTH VARIES

GEOTEXTILE

TYPE 2 NON-WOVEN

TENSAR GEOGRID BX1200

16" DGA STONE BASE

SLOPE VARIES

THICKNESS VARIES

RIVER ROAD DESIGN - TYPICAL SECTION

NOT TO SCALE

RIVER ROAD LOW SPEED ASPHALT TAPER 1:60

NOT TO SCALE

RIVER ROAD EXISTING - TYPICAL SECTION

NOT TO SCALE

(40 FEET FOR 8" THICKNESS)

= 60 x Ŧ

CRUSHED AGGREGATE BASE

6 INCHES ADDITIONAL WELL-GRADED

DRAINAGE DITCH

BELOW CHANNEL LINING ON ENTIRE

NON-WOVEN GEOTEXTILE FABRIC

FILL THE EXCAVATED 1' x 1' TRENCH

STONE AROUND PE DRAIN PIPE TO

PLACE AND LIGHTLY COMPACT #57

OF NEW ROADSIDE DITCH

EXCAVATE 1' x 1' TRENCH ALONG BOTTOM

PE PIPE IN TRENCH

CENTER 6 INCH PERFORATED AROUND ALL FOUR SIDES OF EXCAVATED TRENCH

NON-WOVEN GEOTEXTILE FABRIC WRAPPED SECURELY

A413

A411

A414

0+0

0 8

0 9

0 1

5 5

P I

TPN

A411

TPN

A413

TPN

A414

80' 160'0

SCALE 1" = 80'

FISHING CREEK RECREATION AREA OVERALL PLAN

EDGE OF WATER

P lo t T im e

P lo t

D a te

F il e N a m e

X P e rs o n a l\

H a rr is

J \W o rk in g P ro j F il e s J

H \H a rr is \W o lf C re e k \T ru e lo v e P a v in g \W o lf C k F

L T P d g n \Q

-6

9̂ .d g n

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

N A

S H

L E T

E N

N E

S S

E E

C U

M B

E R

L A

N D R

E R W

A T

E R

S H

E D

C U

M B

E R

L A

N D R

E R

K E

N T

U C

K Y

W O

L F C

R E

E K R

E S

E R

V O

R O J E

C T

F L T P P

A V

A N

S I

D Q

-6

9̂ .d g n

C .J .T

R U

E L

O V

J .H

A R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

Q2-69/388

G C

R E

E K R

E C

R E

A T

N A

R E

O V

E R

A L L P

L A

BID OPTION 2

HOLDING TANKS

STATION

PUMP

SEWAGE

FILTER

SAND

DUMP STATION

NEW ELECTRICAL BOX

NEW WATER SERVICE LINE

NEW WATER LINE

EXISTING SANITARY SEWER LINE

NEW ELECTRICAL LINE

OLD WATER LINE STILL IN SERVICE

ELECTRICAL SERVICE LINE

OLD ELECTRICAL

WATER DRAIN LINE

OLD WATER LINE

43 CAMPSITE NUMBERS

LC LOAD CENTER

T TRANSFORMER

LEGEND

OPTION 3 - KENDALL FOREST CAMPGROUND

OPTION 4 - DAM OVERLOOK AREA

OPTION 1 - ROADWAY OVERLAY

OPTION 2 - PARKING LOT OVERLAY

BASE BID AREA 2 - FULL DEPTH REPAIR

W P -1

-B -0

BASE B

AREA 2

BID

PTIO

N 1

- E

XCLUDES

BASE B

AREA 2

W .B .L

O N

B E

N J

A M

R O

H R

B A

C H ,P

BASE BID AREA 3 - DAM ROAD

BASE BID AREA 1 - RIVER ROAD

15' 30'0

BID OPTION 1BID OPTION 2

KEY PLAN

M A

T C

H L

- S

H E

E T Q

-6

BOAT RAMP.

SMOOTH TRANSITION TO CONCRETE

FEATHER ASPHALT OVERLAY EDGE FOR

SEE NOTE 2 THIS SHEET.

RAISE STORM DRAIN STRUCTURE.

SEE NOTE 2 THIS SHEET.

RAISE STORM DRAIN STRUCTURE.

P lo t T im e

P lo t

D a te

F il e N a m e

/1 /2

X P e rs o n a l\

H a rr is

J \W o rk in g P ro j F il e s J

H \H a rr is \W o lf C re e k \T ru e lo v e P a v in g \W o lf C k F

L T P d g n \Q

-6

9̂ .d g n

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

N A

S H

L E T

E N

N E

S S

E E

C U

M B

E R

L A

N D R

E R W

A T

E R

S H

E D

C U

M B

E R

L A

N D R

E R

K E

N T

U C

K Y

W O

L F C

R E

E K R

E S

E R

V O

R O J E

C T

F L T P P

A V

A N

S I

D Q

-6

9̂ .d g n

C .J .T

R U

E L

O V

J .H

A R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

Q2-69/389

G C

R E

E K R

E C

R E

A T

N A

L A

R E

S H

E E

T O

G P

L A

N O

P T

TYPICAL

TRANSITION TO EXISTING PAVEMENT.

TAPER ASPHALT FOR SMOOTH

(TYP.)

20'

W P -1

-B -0

HWY 1248

W .B .L

O N

B E

N J

A M

R O

H R

B A

C H ,P

ROADWAY SHOULDER (TYP.)

GRADED CRUSHED AGGREGATE FOR

APPROXIMATELY 150'

A P P

R O

A T E

L Y

SEE NOTE 3 THIS SHEET.

TYPICAL

SEE NOTE 4 THIS SHEET

SEE NOTE 5 THIS SHEET

CONCRETE BUTT JOINT DETAIL

HANDICAP RESERVED PARKING SIGN

SEE NOTE 5 THIS SHEET

CONCRETE BUTT JOINT DETAIL(T

YP.

0' 5 ' (T

Y P

T Y P

(TYP.)

10'

9' (TYP.)

20' (TYP).

12' (TYP.)

PAVEMENT MARKING DETAILS (TYP.)

3 SPACES AT APPROXIMATELY 55' LONG

N O P

A R K

NO PARKING

HANDICAP RESERVED PAVEMENT MARKING (TYP.)

WHEEL STOP

PAVEMENT MARKING DETAILS (TYP.)

UTILITY TRENCHES EXIST ADJACENT TO AND ACROSS THE OVERLAY AREA.9.

SEE GENERAL PROJECT NOTES ON PLAN SHEET Q2-69/385.8.

SEE GENERAL PAVING NOTES ON PLAN SHEET Q2-69/401.7.

WHEEL STOPS TO BE INSTALLED IN ACCORDANCE WITH SPECIFICATION SECTION 32 17 23.6.

MATERIAL AND BASE AS NECESSARY FOR A SMOOTH TRANSITION.

SURFACE. DO NOT FEATHER OVERLAY THICKNESS. REMOVE EXISTING PAVEMENT

GRADUALLY TAPER ASPHALT SURFACE TO JOIN FLUSH WITH THE EXISTING CONCRETE 5.

SHALL VERIFY LOCATION AND EXTENT OF REMOVAL WITH COR PRIOR TO CONSTRUCTION.

HORIZONTALLY ON BOTH SIDES FROM THE CENTER OF THE REMOVAL. CONTRACTOR

OR AS NECESSARY FOR PROPER REPAIR. DEMOLITION SHALL EXTEND 2 FEET

SAWCUT PARALLEL, 2 FEET MINIMUM FROM THE CENTER OF THE REMOVAL ON EACH SIDE

EMBEDDED IN PAVEMENT. REPAIR ACCORDING TO THE SHALLOW PATCH REPAIR DETAIL.

SAWCUT PAVEMENT, DEMOLISH AND REMOVE EXISTING REMNANTS OF CONCRETE 4.

OPTION NO. 1 OR OPTION NO. 2 IS AWARDED APART FROM THE OTHER.

SAWCUT PAVEMENT AND USE LOW SPEED TAPER DETAIL WHERE INDICATED IF EITHER 3.

APPROVED BY COR.

ROADWAY MATERIAL AS NECESSARY AND FILL WITH NEW ASPHALT TO ACHIEVE GRADE AS

FINISHED GRADE. APPROXIMATE SIZE OF INLET STRUCTURE IS 20”X20”. REMOVE EXISTING

RAISE EXISTING STORM DRAIN STRUCTURE TO ENSURE METAL GRATE IS FLUSH WITH 2.

VERIFY LOCATION AND EXTENT OF PAINT MARKINGS WITH COR BEFORE RE-PAINTING.

SHALL BE INDICATED ON THE PLAN SHEETS AND/OR DESCRIBED IN THE SPECIFICATION.

EXISTING PAINT MARKINGS SHALL BE REPAINTED AFTER ASPHALT OVERLAY. EXCEPTIONS 1.

SEE NOTE 3 THIS SHEET.

Q2-69/404

Q2-69/402

BID OPTION 2 NOTES

Q2-69/402

4, 5

Q2-69/402

Q2-69/401

Q2-69/402

6, 7

Q2-69/404

Q2-69/402

6, 7

Q2-69/405

G/H

Q2-69/405

I, J

Q2-69/404

Q2-69/405

TYPICAL

5 3 0 3 5 4 0 4 5 4 0 4

5 6 0 6 5 6

0 5 5 5

.8P I

P I

P lo t T im e

P lo t

D a te

F il e N a m e

/1 /2

X P e rs o n a l\

H a rr is

J \W o rk in g P ro j F il e s J

H \H a rr is \W o lf C re e k \T ru e lo v e P a v in g \W o lf C k F

L T P d g n \Q

-6

9̂ .d g n

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

N A

S H

L E T

E N

N E

S S

E E

C U

M B

E R

L A

N D R

E R W

A T

E R

S H

E D

C U

M B

E R

L A

N D R

E R

K E

N T

U C

K Y

W O

L F C

R E

E K R

E S

E R

V O

R O J E

C T

F L T P P

A V

A N

S I

C .J .T

R U

E L

O V

J .H

A R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

G C

R E

E K R

E C

R E

A T

N A

R E

S H

E E

T O

15' 30'0

P A

G P

L A

N O

P T

Q2-69/390

BID OPTION 1 NOTES

KEY PLAN

M A

T C

H L

- S

H E

E T Q

-6

M A

T C

H L

- S

H E

E T Q

-6

HOLDING TANKS

STATION

PUMP

SEWAGE

AREAS OF LOW CURBING: CURB HEIGHT < 2 INCHES

W P -1

-B -0

Q -6

9̂ .d

.B .L

O N

B E

N J

A M

R O

H R

B A

C H ,P

SEE NOTE 2 THIS SHEET.

PAVEMENT REPAIR - SHALLOW PATCH.

CROSSWALK

DIRECTION ARROW (TYP.)

SEE NOTE 3 THIS SHEET.

ACROSS FULL WIDTH OF ROAD.

INSTALL ASPHALT SPEED BUMP

SEE NOTE 3 THIS SHEET.

ACROSS FULL WIDTH OF ROAD.

INSTALL ASPHALT SPEED BUMP

SEE NOTE 3 THIS SHEET.

ACROSS HALF WIDTH OF ROAD.

INSTALL ASPHALT SPEED BUMP

SEE NOTE 5 THIS SHEET.

ROADWAY SHOULDER (TYP.)

GRADED CRUSHED AGGREGATE FOR

Q2-69/404

Q2-69/402

Q2-69/401

Q2-69/402

Q2-69/405

Q2-69/404

SEE GENERAL PROJECT NOTES ON PLAN SHEET Q2-69/385.7.

SEE GENERAL PAVING NOTES ON PLAN SHEET Q2-69/401.6.

SHALL BE COMPACTED TO MINIMUM 95% LABORATORY MAXIMUM DRY DENSITY.

VERIFY AREAS TO RECEIVE SHOULDER STONE WITH COR PRIOR TO PLACEMENT. MATERIAL

INCHES IN HEIGHT ALONG ROADWAY SHOULDER AS APPROVED BY COR. CONTRACTOR SHALL

PLACE AND COMPACT GRADED CRUSHED AGGREGATE FOR FINISHED ASPHALT EDGES > 3 5.

UTILITY TRENCHES EXIST ADJACENT TO AND ACROSS THE OVERLAY AREA.4.

SECTION 32 17 23.

NEW SPEED BUMPS SHALL BE PAINTED YELLOW IN ACCORDANCE WITH SPECIFICATION 3.

FEET (45’X7’).

VICINITY OF EXISTING ASPHALT FAILURE. APPROXIMATE REPAIR SURFACE AREA: 315 SQUARE 2.

.NEW PAINT MARKINGS TO BE COMPLETED AFTER OVERLAY1.

0 1

5 1 0 1 5 1 0 1

.5P I

P I

.4P I

KEY PLAN

15' 30'0

P lo t T im e

P lo t

D a te

F il e N a m e

/1 /2

X P e rs o n a l\

H a rr is

J \W o rk in g P ro j F il e s J

H \H a rr is \W o lf C re e k \T ru e lo v e P a v in g \W o lf C k F

L T P d g n \Q

-6

9̂ .d g n

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

N A

S H

L E T

E N

N E

S S

E E

C U

M B

E R

L A

N D R

E R W

A T

E R

S H

E D

C U

M B

E R

L A

N D R

E R

K E

N T

U C

K Y

W O

L F C

R E

E K R

E S

E R

V O

R O J E

C T

F L T P P

A V

A N

S I

D Q

-6

9̂ .d g n

C .J .T

R U

E L

O V

J .H

A R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

Q2-69/391

G C

R E

E K R

E C

R E

A T

N A

L A

R E

P A

G P

L A

N O

P T

S H

E E

T O

M A

T C

H L

E S

H E

E T Q

-6

W P -1

-B -0

O N

B E

N J

A M

R O

H R

B A

C H ,P

E 1950642.81

N 1911022.95

OPUS-1

SURVEY POINT

OPTION 1 NOTES

SEE NOTE 3 THIS SHEET.

PAVEMENT REPAIR - SHALLOW PATCH.

EDGE OF WATER

E 1950690

N 1911007

APPROXIMATE

E 1950524

N 1910976

APPROXIMATE

M A

T C

H L

- S

H E

E T Q

-6

E 1950432.73

N 1910971.47

AGPS0002

SURVEY POINT

SEE NOTE 2 THIS SHEET.

PAVEMENT REPAIR - SHALLOW PATCH.

DIRECTION ARROW (TYP.)

OVERLAY AREA.

UTILITY TRENCHES EXIST ADJACENT TO AND ACROSS THE 7.

SEE GENERAL PROJECT NOTES ON PLAN SHEET Q2-69/385.6.

SEE GENERAL PAVING NOTES ON PLAN SHEET Q2-69/401.5.

TO MINIMUM 95% LABORATORY MAXIMUM DRY DENSITY.

COR PRIOR TO PLACEMENT. MATERIAL SHALL BE COMPACTED

SHALL VERIFY AREAS TO RECEIVE SHOULDER STONE WITH

ROADWAY SHOULDER AS APPROVED BY COR. CONTRACTOR

FINISHED ASPHALT EDGES > 3 INCHES IN HEIGHT ALONG

PLACE AND COMPACT GRADED CRUSHED AGGREGATE FOR 4.

REPAIR SURFACE AREA: 176 SQUARE FEET (22’x8’).

VICINITY OF EXISTING ASPHALT FAILURE. APPROXIMATE 3.

REPAIR SURFACE AREA: 54 SQUARE FEET (9’x6’).

VICINITY OF EXISTING ASPHALT FAILURE. APPROXIMATE 2.

NEW PAINT MARKINGS TO BE COMPLETED AFTER OVERLAY.1.

4 THIS SHEET.

ROADWAY SHOULDER (TYP.) SEE NOTE

GRADED CRUSHED AGGREGATE FOR

Q2-69/401

Q2-69/402

TYPICAL

TYPICAL5

Q2-69/405

Q2-69/404

Q2-69/402

LCT

P I

KEY PLAN

20' 40'0

MATCH LINE - SHEET Q2-69/394

DISRUPTION OF STRUCTURE.

SHALL AVOID DAMAGE OR

UNDER THE ROAD. EXCAVATION

VICINITY OF CULVERT PASSING

SEE NOTE 6 THIS SHEET.

RAISE SANITARY SEWER MANHOLE.

SEE NOTE 3 THIS SHEET.

P lo t T im e

P lo t

D a te

F il e N a m e

/1 /2

X P e rs o n a l\

H a rr is

J \W o rk in g P ro j F il e s J

H \H a rr is \W o lf C re e k \T ru e lo v e P a v in g \W o lf C k F

L T P d g n \Q

- 6

9̂ .d g n

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

N A

S H

L E T

E N

N E

S S

E E

C U

M B

E R

L A

N D R

E R W

A T

E R

S H

E D

C U

M B

E R

L A

N D R

E R

K E

N T

U C

K Y

W O

L F C

R E

E K R

E S

E R

V O

R O J E

C T

F L T P P

A V

A N

S I

D Q

-6

9̂ .d g n

C .J .T

R U

E L

O V

J .H

A R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

Q2-69/392

G C

R E

E K R

E C

R E

A T

N A

R E

S H

E E

T O

17+80

E 1950874.65

N 1911272.84

AGPS0003

SURVEY POINT

TP-002-18TP-003-18

TP-001-18

SEE NOTE 11 THIS SHEET

NOTE 9 THIS SHEET.

AROUND POSTS. SEE

HAND WORK ASPHALT

THIS SHEET.

BOX. SEE NOTE 7

RAISE WATER UTILITY

BROKEN COVER. SEE NOTE 7 THIS SHEET.

RAISE WATER UTILITY BOX AND REPLACE

SEE NOTE 8 THIS SHEET.

RAISE WATER UTILITY BOX.

SEE NOTE 5 THIS SHEET.

SANITARY DUMP STATION.

TO CONCRETE.

METER. TAPER ASPHALT

AVOID OVERLAY OF

WATER METER RECESSED.

THIS SHEET

SEE NOTE 11

W P -1

-B -0

BASE BID AREA 2 NOTES

780780

BEGIN BASE BID AREA 2 WORK

STATION

780780

E L E

V A

13+50 14+70 14+90 17+5013+7013+30 13+90 14+30 14+50 15+3014+10 15+10 16+1015+7015+50 16+30 16+7016+50 17+7017+3017+1015+90 16+90

END BASE BID AREA 2 WORK

APPROXIMATE ROADWAY PROFILE FOR BASE BID AREA 2 SECTION

FULL DEPTH REPAIR WORK.

BID AREA 2 WORK. BEGIN

STATION 13+30 BEGIN BASE

WORK.

WORK. END FULL DEPTH REPAIR

STATION 17+80 END BASE BID AREA 2

P A

G P

L A

N B

A S

E B

R E

W .B .L

O N

B E

N J

A M

R O

H R

B A

C H ,P

M A

T C

H L

- S

H E

E T Q

-6

M A

T C

H L

- S

H E

E T Q

-6

UTILITY TRENCHES EXIST ADJACENT TO AND ACROSS THE OVERLAY AREA.14.

SEE GENERAL PROJECT NOTES ON PLAN SHEET Q2-69/385.13.

VERIFY AREAS TO RECEIVE SHOULDER STONE WITH COR PRIOR TO PLACEMENT. MATERIAL SHALL BE COMPACTED TO MINIMUM 95% LABORATORY MAXIMUM DRY DENSITY.

PLACE AND COMPACT GRADED CRUSHED AGGREGATE FOR FINISHED ASPHALT EDGES > 3 INCHES IN HEIGHT ALONG ROADWAY SHOULDER AS APPROVED BY COR. CONTRACTOR SHALL 12.

TAPER ASPHALT IF BASE BID AREA 2 AND BID OPTION 1 ARE AWARDED APART FROM EACH OTHER.11.

SEE GENERAL PAVING NOTES ON PLAN SHEET Q2-69/401, ALL PAVING DETAILS, AND TEST PITS DATA ON PLAN SHEETS Q2-69/401-404.10.

OVERLAY TO CONCRETE BATHROOM PAD. HANDWORK AND COMPACT NEW ASPHALT OVERLAY AROUND EXISTING 4”X4” WOODEN VERTICAL HANDRAIL POSTS AROUND PAD.9.

RAISE WATER UTILITY BOX AND LID 2 INCHES TO BE FLUSH WITH FINISHED ASPHALT SURFACE. APPROXIMATE SIZE: 20”X15”WITH METAL LID.8.

RAISE WATER UTILITY BOX AND LID 2 INCHES TO BE FLUSH WITH FINISHED ASPHALT SURFACE. APPROXIMATE SIZE: 15”X10”WITH METAL LID. 7.

RAISE SANITARY SEWER MANHOLE 2 INCHES TO BE FLUSH WITH FINISHED ASPHALT GRADE. APPROXIMATE SIZE OF STRUCTURE: 25”OD WITH 18”METAL LID. 6.

HANDWORK AND COMPACT ASPHALT SMOOTHLY AROUND PENETRATIONS FOR SANITARY DUMP STATION. RAISE ONE 4 INCH ID PVC PIPE 2 INCHES AND REPLACE METAL FLAP VALVE.5.

REFER TO DETAILS 01, 02, AND TEST PIT DATA FOR REFERENCE ON EXISTING CONDITIONS.

THE BASE BID AREA 2 WORK AREA SHALL RECEIVE THE FULL DEPTH REPAIR AS SHOWN IN DETAIL 03 ON PLAN SHEET Q2-69/402 AND AS DESCRIBED IN THE PROJECT SPECIFICATION. 4.

ASSOCIATED WITH UTILITIES DAMAGED BY CONSTRUCTION.

SHALL USE CAUTION AND HIS OWN MEANS TO LOCATE AND AVOID ALL UTILITIES IN THE FIELD. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIR WORK AND REPLACEMENT COST

UNDERGROUND UTILITIES, WATER AND ELECTRIC ARE PRESENT. APPROXIMATE LOCATION AND DEPTHS TO UTILITIES ARE PRESENTED IN THE PROJECT PLANS SHEETS. CONTRACTOR 3.

ASPHALT SURFACE. CONTRACTOR SHALL VERIFY LOCATION AND EXTENT OF ASPHALT OVERLAY WITH THE COR PRIOR TO CONSTRUCTION.

RECEIVE THE 2 INCH ASPHALT OVERLAY. ALL IMPACTED UTILITY BOXES SHALL BE RAISED ACCORDINGLY AND THE LIDS REPLACED SUCH THAT THEY ARE FLUSH WITH THE FINISHED

PORTLAND CEMENT CONCRETE (PCC) UTILITY TRENCH RUNNING ALONG AND ADJACENT TO THE SOUTHERN EDGE OF CAMPGROUND ROAD SHALL NOT BE DEMOLISHED AND SHALL 2.

CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL PRESENTED SURVEY INFORMATION SHOWN ON THESE PLANS PRIOR TO INITIATING ANY WORK. 1.

NOTE 12 THIS SHEET.

ROADWAY SHOULDER (TYP.) SEE

GRADED CRUSHED AGGREGATE FOR

CROSSWALK

DIRECTION ARROW (TYP.)

Q2-69/401

Q2-69/402

Q2-69/401

1,2

Q2-69/402

Q2-69/404

TYPICAL

TYPICAL5

TYPICAL

Q2-69/405

P I

.5P I

P I

KEY PLAN

15' 30'0

E 1951351

N 1911301

APPROXIMATE

E 1951479

N 1911589

APPROXIMATE

E 1951532

N 1911573

APPROXIMATE

P lo t T im e

P lo t

D a te

F il e N a m e

/1 /2

X P e rs o n a l\

H a rr is

J \W o rk in g P ro j F il e s J

H \H a rr is \W o lf C re e k \T ru e lo v e P a v in g \W o lf C k F

L T P d g n \Q

-6

9̂ .d

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

N A

S H

L E T

E N

N E

S S

E E

C U

M B

E R

L A

N D R

E R W

A T

E R

S H

E D

C U

M B

E R

L A

N D R

E R

K E

N T

U C

K Y

W O

L F C

R E

E K R

E S

E R

V O

R O J E

C T

F L T P P

A V

A N

S I

D Q

-6

9̂ .d g n

C .J .T

R U

E L

O V

J .H

A R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

Q2-69/393

G C

R E

E K R

E C

R E

A T

N A

R E

P A

G P

L A

N B

P T

S H

E E

T O

E 1951338.71

N 1911440.00

AGPS0004

SURVEY POINT

SEE NOTE 1 THIS SHEET

RAISE WATER UTILITY BOX.

SEE NOTE 1 THIS SHEET

RAISE WATER UTILITY BOX.

SEE NOTE 1 THIS SHEET

RAISE WATER UTILITY BOX.

DIRECTION ARROW (TYP.)

W P -1

-B -0

STATION 17+80

END FULL DEPTH PATCH REPAIR

END BASE BID AREA 2 WORK.

BASE BID AREA 2 AND BID OPTION 1 NOTES

W .B .L

O N

B E

N J

A M

R O

H R

B A

C H ,P

M A

T C

H L

- Q

-6

M A

T C

H L

- S

H E

E T Q

-6

SEE NOTE 5 THIS SHEET

UTILITY TRENCHES EXIST ADJACENT TO AND ACROSS THE OVERLAY AREA.7.

SEE NOTES 1-4 ON SHEET Q2-69/392.6.

FROM EACH OTHER.

TAPER ASPHALT IF BASE BID AREA 2 AND BID OPTION 1 ARE AWARDED APART 5.

95% LABORATORY MAXIMUM DRY DENSITY.

COR PRIOR TO PLACEMENT. MATERIAL SHALL BE COMPACTED TO MINIMUM

COR. CONTRACTOR SHALL VERIFY AREAS TO RECEIVE SHOULDER STONE WITH

EDGES > 3 INCHES IN HEIGHT ALONG ROADWAY SHOULDER AS APPROVED BY

PLACE AND COMPACT GRADED CRUSHED AGGREGATE FOR FINISHED ASPHALT 4.

SEE GENERAL PROJECT NOTES ON PLAN SHEET Q2-69/385.3.

SEE GENERAL PAVING NOTES ON PLAN SHEET Q2-69/401.2.

LID.

ASPHALT SURFACE AS NECESSARY. APPROXIMATE SIZE: 15”X10”WITH METAL

RAISE WATER UTILITY BOX AND LID 2 INCHES TO BE FLUSH WITH FINISHED 1.

SEE NOTE 4 THIS SHEET.

GRADED CRUSHED AGGREGATE FOR ROADWAY SHOULDER (TYP.)

Q2-69/405

Q2-69/404

TYPICAL

1, 2

Q2-69/402

Q2-69/401

Q2-69/402

A413

A414

TPN

A413

TPN

A414

15' 30'0

KEY PLAN

BID OPTION 1 NOTES

E 1950997

N 1911181

APPROXIMATE

AVOID OVERLAY OF WATER UTILITY BOX

M A

T C

H L

- S

H E

E T Q

-6

MATCH LINE - SHEET Q2-69/392

M A

T C

H L

- S

H E

E T Q

-6

SEE NOTE 1 THIS SHEET

PAVEMENT REPAIR - SHALLOW PATCH

P lo t T im e

P lo t

D a te

F il e N a m e

/1 /2

X P e rs o n a l\

H a rr is

J \W o rk in g P ro j F il e s J

H \H a rr is \W o lf C re e k \T ru e lo v e P a v in g \W o lf C k F

L T P d g n \Q

-6

9̂ .d

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

N A

S H

L E T

E N

N E

S S

E E

C U

M B

E R

L A

N D R

E R W

A T

E R

S H

E D

C U

M B

E R

L A

N D R

E R

K E

N T

U C

K Y

W O

L F C

R E

E K R

E S

E R

V O

R O J E

C T

F L T P P

A V

A N

S I

D Q

-6

9̂ .d g n

C .J .T

R U

E L

O V

J .H

A R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

Q2-69/394

G C

R E

E K R

E C

R E

A T

N A

R E

P A

G P

L A

N B

P T

S H

E E

T O

EDGE OF WATER

SAND FILTER

DIRECTION ARROW

W P -1

-B -0

O N

B E

N J

A M

R O

H R

B A

C H ,P

AREA.

UTILITY TRENCHES EXIST ADJACENT TO AND ACROSS THE OVERLAY 5.

SEE GENERAL PROJECT NOTES ON PLAN SHEET Q2-69/385.4.

SEE GENERAL PAVING NOTES ON PLAN SHEET Q2-69/401.3.

COMPACTED TO MINIMUM 95% LABORATORY MAXIMUM DRY DENSITY.

SHOULDER STONE WITH COR PRIOR TO PLACEMENT. MATERIAL SHALL BE

APPROVED BY COR. CONTRACTOR SHALL VERIFY AREAS TO RECEIVE

ASPHALT EDGES > 3 INCHES IN HEIGHT ALONG ROADWAY SHOULDER AS

PLACE AND COMPACT GRADED CRUSHED AGGREGATE FOR FINISHED 2.

AREA: 108 SQUARE FEET (18’x6’).

VICINITY OF EXISTING ASPHALT FAILURE. APPROXIMATE REPAIR SURFACE 1.

SEE NOTE 2 THIS SHEET.

GRADED CRUSHED AGGREGATE FOR ROADWAY SHOULDER (TYP.)

Q2-69/402

Q2-69/401

Q2-69/402

TYPICAL

TYPICAL5

Q2-69/405

BID OPTION 3 NOTES

G E O

F W

A T E

R C

U M

B E

R L A

N D R

E R

TYPICAL

DIRECTION ARROW (TYP.)

LEFT TURN ARROW

SEE NOTE 4 THIS SHEET.

GRADED CRUSHED AGGREGATE FOR ROADWAY SHOULDER (TYP.)

SEE GENERAL PAVING NOTES ON PLAN SHEET Q2-69/401.7.

SEE GENERAL PROJECT NOTES ON PLAN SHEET Q2-69/385.6.

SEE LOCATION OF WOLF CREEK STAGING AREA ON PLAN SHEET Q2-69/400.5.

TO MINIMUM 95% LABORATORY MAXIMUM DRY DENSITY.

TO RECEIVE SHOULDER STONE WITH COR PRIOR TO PLACEMENT. MATERIAL SHALL BE COMPACTED

HEIGHT ALONG ROADWAY SHOULDER AS APPROVED BY COR. CONTRACTOR SHALL VERIFY AREAS

PLACE AND COMPACT GRADED CRUSHED AGGREGATE FOR FINISHED ASPHALT EDGES > 3 INCHES IN 4.

OF CURBING.

OVERLAY ASPHALT UP TO SANITARY DUMP STATION CURBING. NO ASPHALT TO BE PLACED INSIDE 3.

ASPHALT OVERLAY. VERIFY LOCATION WITH COR BEFORE PLACEMENT.

PLACE PAINT MARKINGS IN THE APPROXIMATE LOCATION INDICATED ON PLAN SHEET AFTER 2.

VICINITY OF ASPHALT FAILURE. APPROXIMATE REPAIR AREA: 125 SQUARE FEET (25’X5’).1.

100 102

LEACH FIELD

KENDALL FOREST CAMPGROUND

TROUT STREAM

BID OPTION 3

80' 160'0

SEE NOTE 1 THIS SHEET

PAVEMENT FAILURE - SHALLOW PATCH

P lo t T im e

P lo t

D a te

F il e N a m e

/1 /2

X P e rs o n a l\

H a rr is

J \W o rk in g P ro j F il e s J

H \H a rr is \W o lf C re e k \T ru e lo v e P a v in g \W o lf C k F

L T P d g n \Q

-6

9̂ .d

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

N A

S H

L E T

E N

N E

S S

E E

C U

M B

E R

L A

N D R

E R W

A T

E R

S H

E D

C U

M B

E R

L A

N D R

E R

K E

N T

U C

K Y

W O

L F C

R E

E K R

E S

E R

V O

R O J E

C T

F L T P P

A V

A N

S I

D Q

-6

9̂ .d g n

C .J .T

R U

E L

O V

J .H

A R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

Q2-69/395

K E

N D

A L L F

O R

E S

T C

A M

P G

R O

U N

P A

G P

L A

N O

P T

O V

E R

A L L P

L A

NOTE 3 THIS SHEET.

SANITARY DUMP STATION SEE

PLAYGROUND

FLOW

W P -1

-B -0

SEE SHEET Q2-69/396

W .B .L

O N

B E

N J

A M

R O

H R

B A

C H ,P

Q2-69/402

Q2-69/404

Q2-69/405

101100

NO PARKING PAVEMENT MARKING

SEE NOTE 4 THIS SHEET.

ROADWAY SHOULDER (TYP.)

GRADED CRUSHED AGGREGATE FOR

20' 40'0

P lo t T im e

P lo t

D a te

F il e N a m e

/1 /2

X P e rs o n a l\

H a rr is

J \W o rk in g P ro j F il e s J

H \H a rr is \W o lf C re e k \T ru e lo v e P a v in g \W o lf C k F

L T P d g n \Q

-6

9̂ .d

A R

M Y C

O R

P S O

F E

N G

E E

R S

N A

S H

L E D

T R

N A

S H

L E T

E N

N E

S S

E E

C U

M B

E R

L A

N D R

E R W

A T

E R

S H

E D

C U

M B

E R

L A

N D R

E R

K E

N T

U C

K Y

W O

L F C

R E

E K R

E S

E R

V O

R O J E

C T

F L T P P

A V

A N

S I

D Q

-6

9̂ .d g n

C .J .T

R U

E L

O V

J .H

A R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

U E D

A T

K E

N D

A L L F

O R

E S

T C

A M

P G

R O

U N

P A

R K

G L

O T

Q2-69/396

BID OPTION 3 NOTES

PLAYGROUND

F t (T

Y P

(TYP.)

9 Ft

P A

N G P

L A

N B

P T

W P -1

-B -0

5 Ft

W .B .L

O N

B E

N J

A M

R O

H R

B A

C H ,P

SEE GENERAL PROJECT NOTES ON PLAN SHEET Q2-69/385.7.

SEE GENERAL PAVING NOTES ON PLAN SHEET Q2-69/401.6.

SEE LOCATION OF WOLF CREEK STAGING AREA ON PLAN SHEET Q2-69-400.5.

95% LABORATORY MAXIMUM DRY DENSITY.

COR PRIOR TO PLACEMENT. MATERIAL SHALL BE COMPACTED TO MINIMUM

COR. CONTRACTOR SHALL VERIFY AREAS TO RECEIVE SHOULDER STONE WITH

EDGES > 3 INCHES IN HEIGHT ALONG ROADWAY SHOULDER AS APPROVED BY

PLACE AND COMPACT GRADED CRUSHED AGGREGATE FOR FINISHED ASPHALT 4.

SEE DETAIL D ON SHEET Q2-69/404.

INSTALL NEW PRECAST CONCRETE WHEEL STOP FOR EACH PARKING STALL. 3.

COR.

AFTER OVERLAY. WHEEL STOPS SHALL BE STORED ON SITE AS APPROVED BY

REMOVE EXISTING WHEEL STOPS BEFORE CONSTRUCTION AND REPLACE 2.

OVERLAY. SEE DETAILS ON SHEET Q2-69/405.

PLACE PAINT MARKINGS WHERE INDICATED ON PLAN SHEET AFTER ASPHALT 1.

Q2-69/402

TYPICAL 5

Q2-69/402

CHANDICAP RESERVED PARKING SIGN

TRANSITION.

SMOOTH, GRADUAL

EXISTING MATERIAL FOR A

STRUCTURES. REMOVE

SHALL BE FLUSH WITH

FULL DEPTH OVERLAY

HANDICAP RESERVED PARKING MARKINGS (TYP.)

WHEEL STOP (TYP.)

Q2-69/404

G STRAIGHT DIRECTIONAL ARROW

Q2-69/405

Q2-69/404

Q2-69/405

I, J

NO PARKING

EL: 602.92

E: 1817515.2

N: 1837189.2

WOLF-1

KENDALL RO

SEE NOTE 6 THIS SHEET

SEE NOTE 5 THIS SHEET

SEE NOTE 4 THIS SHEET.

SEE NOTES 2 AND 3 THIS SHEET

SEE NOTE 5 THIS SHEET

SEE NOTE 7 THIS SHEET

P lo t T im e

P lo t

D a te

F il e N a m e

/1 /2

X P e rs o n a l\

H a rr is

J \W o rk in g P ro j F il e s J

H \H a rr is \W o lf C re e k \T ru e lo v e P a v in g \W…

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

File details come from the government source that posted it.