Middlesboro Channel Clearing RTA (Amendment 002) TPlans.pdf

PDF 17 MB Posted Aug 27, 2021

Attached to: W912P521B0010 - Middlesboro Channel Clearing Project Federal contract opportunity
Solicitation number: W912P521B0010
Issued by: Department of the Army Corps of Engineers Engineering District Nashville

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract solicitation for channel clearing work. The U.S. Army Corps of Engineers is seeking a firm-fixed price construction contract to clear approximately 1.5 miles of excessive vegetation and sediment from a channel in Middlesboro, Kentucky. The project is to be completed in accordance with final technical plans and specifications. It is a 100% small business set-aside with a NAICS code of 237990 and size standard of $39.5 million. The point of contact is Cierra Mendoza of the Corps of Engineers Engineering District Nashville. A mandatory pre-bid site visit will take place on July 27th, 2021 requiring safety boots and hard hats. Interested parties should direct any communications in writing to the contact provided, identifying the solicitation number and company information.

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Other files for this federal contract opportunity

Other files attached to W912P521B0010 - Middlesboro Channel Clearing Project, newest first.
File	Type	Posted
OF 1419 - Middlesboro Channel Clearing - page 2.pdf	PDF	Sep 10, 2021
OF 1419 - Middlesboro Channel Clearing - page 1.pdf	PDF	Sep 10, 2021
Updated Final Yellow Creek Stream ConstructionPermit 29757.pdf	PDF	Aug 27, 2021
W912P521B0010 A0002 Middlesboro Channel Clearing.pdf	PDF	Aug 27, 2021
W912P521B0010 TSpecs Amendment 002.pdf	PDF	Aug 27, 2021
Updated Final MiddlesboroWQC_2020-040-1M2 .pdf	PDF	Aug 27, 2021
W912P521B0010 A0001 Middlesboro Channel Clearing.pdf	PDF	Aug 16, 2021
W912P521B0010 RTA TSpecs.pdf	PDF	Jul 20, 2021
Middlesboro Channel Clearing RTA TPlans.pdf	PDF	Jul 20, 2021
MidChannelClearing_(RTA)_BidSchedule.xlsx	XLSX spreadsheet	Jul 20, 2021
W912P521B0010 Middlesboro Channel Clearing.pdf	PDF	Jul 20, 2021

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BROCK.ZACHARY.D.1539186368 Digitally signed by BROCK.ZACHARY.D.1539186368 Date: 2021.06.30 11:19:18 -05'00'

BAULSIR.ROBERT.W.III.1258321525 Digitally signed by BAULSIR.ROBERT.W.III.1258321525 Date: 2021.07.06 15:23:05 -05'00'

ROHRBACH.BENJAMIN.L.1231966729 Digitally signed by ROHRBACH.BENJAMIN.L.1231966729 Date: 2021.07.08 09:20:25 -05'00'

SAHL.JOSEPH.MICHAEL.1265431026 Digitally signed by SAHL.JOSEPH.MICHAEL.1265431026 Date: 2021.07.13 15:05:43 -05'00'

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US Army Corps

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KY.

TENN.

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DRAWING TITLE

NASHVILLE DISTRICT

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NOT TO SCALE

LOCATION MAP

10 MILES 0 10 MILES

VICINITY MAP

MIDDLESBORO

EXCAVATION REACH

C-402

C-401

C-330

C-320

C-319

C-318

C-317

C-316

C-315

C-314

C-313

C-312

C-311

C-310

C-217

C-216

C-215

C-214

C-213

C-212

C-211

C-210

C-201

C-200

C-110

C-100

G-002

G-001

DETAILS

EROSION AND SEDIMENT CONTROL

CROSS SECTIONS

EXCAVATION & CHANNEL CLEARING

DISPOSAL AND BURN SITE

GENERAL

SITE DETAILS

OVERALL EROSION AND SEDIMENT CONTROL PLAN

CROSS SECTIONS - STA. 80+00 TO 82+00

CROSS SECTIONS - STA. 72+00 TO 78+00

CROSS SECTIONS - STA. 64+00 TO 70+00

CROSS SECTIONS - STA. 56+00 TO 62+00

CROSS SECTIONS - STA. 48+00 TO 54+00

CROSS SECTIONS - STA. 40+00 TO 46+00

CROSS SECTIONS - STA. 32+00 TO 38+00

CROSS SECTIONS - STA. 24+00 TO 30+00

CROSS SECTIONS - STA. 16+00 TO 22+00

CROSS SECTIONS - STA. 8+00 TO 14+00

CROSS SECTIONS - STA. 0+00 TO 6+00

PLAN AND PROFILE - STA. 76+00 TO 88+00

PLAN AND PROFILE - STA. 64+00 TO 76+00

PLAN AND PROFILE - STA. 52+00 TO 64+00

PLAN AND PROFILE - STA. 40+00 TO 52+00

PLAN AND PROFILE - STA. 28+00 TO 40+00

PLAN AND PROFILE - STA. 16+00 TO 28+00

PLAN AND PROFILE - STA. 4+00 TO 16+00

PLAN AND PROFILE - STA. 0+00 TO 4+00

CHANNEL CLEARING WORK LIMITS

OVERALL CHANNEL CLEARING PLAN

BURN SITE PLAN

DISPOSAL AREA SITE PLAN

GENERAL PLAN AND NOTES

PROJECT VICINITY, LOCATION AND DRAWING INDEX

N .T .S

A N

S I

SHEET IDFILE NUMBER

Q1E-65/203

Q1E-65/202

Q1E-65/201

Q1E-65/200

Q1E-65/199

Q1E-65/198

Q1E-65/197

Q1E-65/196

Q1E-65/195

Q1E-65/194

Q1E-65/193

Q1E-65/192

Q1E-65/191

Q1E-65/190

Q1E-65/189

Q1E-65/188

Q1E-65/187

Q1E-65/186

Q1E-65/185

Q1E-65/184

Q1E-65/183

Q1E-65/182

Q1E-65/181

Q1E-65/180

Q1E-65/179

Q1E-65/178

Q1E-65/177

Q1E-65/176

Q E -6

STATE H

WY 74

STATE

HWY 4

STATE HWY 441

P O

R T R

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MIDDLESBORO BELL COUNTY AIRPORT

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W Y

STATE HWY 74

STATE HW

Y 74

STATE HWY 186

12"S (RCP)

W.V.

1153.5

1154.2

1154.5S

1157.5

1157.6

1157.9

1158.1

1158.9

1159.0

1159.1

1159.2

1159.3

1159.6

1159.7

1159.8

1159.9

1160.0

1160.1 1160.1

1160.2

1160.3

1160.3 1160.5

1160.5

1160.6

1160.7

1160.8

1160.9

1161.0

1161.2

1161.4

1161.5

1161.7

1161.9

1162.0

1162.1

1162.2S

1162.2

1162.3

1162.4

1162.5

1162.6

1163.0

1163.8

1164.2

1165.3

1166.3

1166.81166.8S1166.9

1167.0

1167.0D

1167.2

1168.0

1168.1

1168.2

1168.4

1168.6

1168.7

1168.8

1168.81168.9

1168.9S1168.91169.0

1169.2

1169.3

1169.4

1169.5

1169.6

1169.7

1169.8

1169.9

1170.0

1170.1

1170.2

1170.3

1171.1

1180.2

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APPROX. 68 ACRES

PRIVATE DRIVE AND DISPOSAL AREA:

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67 ACRES

ACCESSES: APPROX.

STAGING AREA, AND

CHANNEL WORK LIMITS,

APPROX. 4 ACRES

PRIVATE ACCESS:

BURN SITE AND

0 600' 1200'

C-1

C-110

C -2

C-

C -2

C-330

SEDIMENT CONTROL IS NEEDED DURING THE CONSTRUCTION PERIOD.

(BMPS) ARE REQUIRED WHERE IT IS EVIDENT THAT EROSION OR

AT A MINIMUM, EROSION CONTROL BEST MANAGEMENT PRACTICES 2.

THROUGHOUT THE CONSTRUCTION PERIOD.

PRIOR TO COMMENCING EXCAVATION AND SHALL BE MAINTAINED

1. ALL NECESSARY EROSION CONTROL MEASURES SHALL BE INSTALLED

ENVIRONMENTAL NOTES:

Q E -6

PROMOTES LONG TERM STABILITY OF THE CHANNEL.

MODIFIED TIE IN AT ORIGINAL DESIGN CUT/GRADE IN A MANNER THAT

INCLUDE ANY VARIATIONS ON DESIGN CUT/GRADE AND SHALL INCLUDE

ACCORDANCE WITH SPECIFICATION SECTION 31 23 00 WHICH SHALL

“MODIFIED EXCAVATION IN VICINITY OF BURIED UTILITIES PLAN” IN

OF BURIED UTILITIES, CONTRACTOR SHALL ADDITIONALLY SUBMIT A

DETERMINED THAT DESIGN CUT WILL BE WITHIN 2 FEET (VERTICALLY)

EXCAVATING AND GRADING WITHIN VICINITY OF THE UTILITIES. IF IT IS

SUBMIT FOR APPROVAL PROPOSED MEANS AND METHODS FOR SAFELY

WITHIN 4 FEET (VERTICALLY) OF BURIED UTILITIES, CONTRACTOR SHALL

FOR SECTIONS WHERE IT IS DETERMINED THE DESIGN CUT WILL BE 9.

CAPACITY AS INDICATED IN THE DRAWINGS.

CONSTRUCTION STAKEOUT AS NECESSARY TO PROVIDE CHANNEL

BETWEEN THE SURVEYED CROSS SECTIONS. FIELD ADJUST

CROSS SECTIONS AND MAY NOT BE HORIZONTALLY ACCURATE

8. EXISTING TOPOGRAPHY SHOWN IS BASED ON SURVEYED CHANNEL

AND GRUBBING SHALL BE TAKEN TO DESIGNATED BURN SITE.

DESIGNATED DISPOSAL AREA. ORGANIC MATERIAL FROM CLEARING

SEDIMENT AND ROCK CLEARED FROM CHANNEL SHALL BE TAKEN TO 7.

USACE SAFETY MANUAL EM 385-1-1.

THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH

IN ADDITION TO MAINTAINING CONFORMITY TO OSHA REGULATIONS, 6.

ALL UTILITIES ON THE PROJECT SITE PRIOR TO CONSTRUCTION.

PROJECT SITE. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF

ON THE PLANS ARE NOT NECESSARILY ALL WHICH MAY EXIST ON THE

EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES INDICATED

THE SERVICE RESTORED PROMPTLY AT THE CONTRACTOR’S EXPENSE.

CAUSED BY THE CONTRACTOR’S OPERATIONS SHALL BE REPAIRED AND

ANY DAMAGE TO THE UTILITIES OR INTERRUPTIONS OF THE SERVICE

UNLESS OTHERWISE INDICATED, DO NOT DISTURB EXISTING UTILITIES. 5.

UTILITIES, ETC. DUE TO DAMAGE BY CONSTRUCTION ACTIVITIES.

NEEDED TO RESTORE EXISTING CONDITIONS FOR THE STREETS,

EQUIPMENT AND TOOLS NEEDED TO CLEAN ROADS AND MAKE REPAIRS

MUD, ETC. AT ALL TIMES AND IS RESPONSIBLE FOR PROVIDING

CONTRACTOR SHALL KEEP ROADS CLEAN OF CONSTRUCTION DEBRIS, 4.

TO CONSTRUCTION.

COORDINATE DISCREPANCIES WITH THE CONTRACTING OFFICER PRIOR

PROVIDED BASELINE PRIOR TO BEGINNING CONSTRUCTION AND SHALL

AND CLEARING WITH RESPECT TO SITE FEATURES INCLUDING THE

THE CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED EXCAVATION 3.

WILL BE MADE AVAILABLE UPON CONTRACTOR’S REQUEST.

SOUTH 1602). ELEVATIONS ARE IN REFERENCE TO NAVD 88. CAD DATA

COORDINATES ARE PROVIDED IN NAD 1983 STATE PLANE (KY ZONE

SURVEY WAS ACCOMPLISHED DECEMBER 2019.2.

OCTOBER 20, 2018.

ACCORDING TO THE SOFTWARE, THE IMAGERY WAS CAPTURED ON

IMAGERY WAS IMPORTED INTO MICROSTATION FROM GOOGLE EARTH. 1.

GENERAL NOTES:

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X-1

X-2

DA1

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1742000

1742500

1743000

1743500

1744000

1744500

1745000

1745500

1746000

1746500

1747000

1747500

1748000

1748500

1749000

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WORK LIMITS

CONSTRUCTION

SILT CHECK

BEN

BENCH 2

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NOTES:

LEGEND

PONDING AREA

EXTENT OF

AT SOUTHWEST

AND NARROWS

MAINTANENCE

ACCOMODATE

ON BOTH SIDES TO

PAST ROADWAY EDGE

LIMITS EXTENDED 10'

LOCATION

CULVERT

EXISTING

APPROXIMATE

SEDIMENT POND SS-2

SEDIMENT POND SS-5

OF WORK LIMITS

TURN DOWNHILL NEAR EXTENT

WHERE DRAINAGE STARTS TO

SILT CHECKS TO BE PLACED

HAUL ROUTE B (TEMPORARY)

LOCATION

CULVERT

EXISTING

APPROXIMATE

LOCATION

CULVERT

EXISTING

APPROXIMATE

HAUL ROUTE M

SEDIMENT POND SS-1A

HAUL ROAD B (FINAL)

EDGE OF DISPOSAL)

(APPROX. 50'-100' PAST

DRAINAGE

TO TIE INTO EXISTING

EXTEND AT EXTENT

WORK LIMITS

HAUL ROUTE M

LOCATION

CULVERT

EXISTING

APPROXIMATE

HAUL ROAD A

HWY 186

(10' WIDE)

OF DISPOSAL

ROW #1 (TYPICAL)

SEDIMENT POND SS-6A

600'150'0 300'

ROUTE

DISPOSAL HAUL

DISPOSAL

EXTENTS OF 1

C .d g n

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REQUIREMENTS OF THIS PERMIT AT ALL TIMES.

PERMIT NO. 807-9009. ALL CONTRACTOR PERSONNEL AND EQUIPMENT WILL ADHERE TO SAFETY

WORK AREA IS CURRENTLY DISTURBED AND PERMITTED BY DOUBLE MOUNTAIN MINING LLC. KY-DNR 13.

FOR SILT FENCE/SEDIMENT CONTROL DESIGN, SEE SPECIFICATION 31 23 00.12.

RESTORED TO PRE-EXISTING CONDITION UPON COMPLETION.

CONTRACTOR ACTIVITY ON SITE ARE TO BE MAINTAINED, CLEANED OUT AS NECESSARY, AND

ALL EXISTING DITCHES, CULVERTS, PONDS, ROADS, ETC. IMPACTED BY AND IN VICNITY OF 11.

NECESSARY TO PREVENT SILT FROM ENTERING THE SEDIMENT PONDS.

TIMES AND SHALL BE INSTALLED PRIOR TO PLACEMENT OF ANY MATERIAL AND CLEANED OUT AS

THE OUTER ROW OF EACH BENCH TO INTERCEPT SURFACE DRAINAGE FROM FILLED BENCHES AT ALL

TEMPORARY SEDIMENT CONTROL SHALL BE MAINTAINED AT END OF EACH ROW OF FILL AND ALONG 10.

APPROPRIATE MEASURES FOR SEDIMENT CONTROL AND DITCH ARMORING.

THE NEW DRAINAGE DITCHES ARE TO TIE INTO EXISTING DITCHES AT EXTENTS OF DISPOSAL WITH 9.

BREAK FOR DRAINAGE OF NEW DRAINAGE DITCHES SHALL FOLLOW THAT OF EXISTING DITCHES.8.

ADEQUATE SPACE FOR A HAULAGE ROUTE AT THE EXTENT OF FILL ON EACH BENCH.

BUT SHOULD NOT BE PLACED WITHIN 15 FEET OF THE EDGE OF THE EXISTING BENCH TO ENSURE

THE NEW DRAINAGE DITCHES ARE TO BE PLACED NEAR THE OUTSIDE EXTENT OF EACH USED BENCH 7.

EACH BENCH. NEW DITCHES ARE TO BE AT LEAST 3 FEET WIDE BY 6 INCHES DEEP.

NEW DRAINAGE DITCH SHALL BE CONSTRUCTED ONCE FILL REACHES EXISTING DRAINAGE DITCH ON 6.

23 00.

FILL MATERIAL SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH SPECIFICATION SECTION 31 5.

FILL HEIGHT SHALL TYPICALLY BE BETWEEN 4 FEET AND 6 FEET4.

AND EXTENDING TO END OF ROW BEFORE BEGINNING NEXT OUTER ROW.

LOADS ARE TO BE DUMPED BEGINNING WITH ROW #1 (TYPICAL) STARTING WITH THE SOUTHEAST END 3.

TO BE USED.

SHALL BE PAVED PRIOR TO HAULAGE OF EXCAVATED MATERIAL THAT WOULD REQUIRE THIS ROUTE

BEGINNING OF HAUL ROUTE B (TEMPORARY) SHALL BE PAVED WITH STONE FROM BENCH 1 AND 2.

BENCH 1 OR BENCH 2.

STONE FROM UPPER EXTENT OF CHANNEL CLEARING SHALL BE COLLECTED AND STOCKPILED ON 1.

Z D

B /1

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READY TO ADVERTISE (RTA)

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0 200100200

SHERWOOD RD

N T H

T t T im e

P lo t

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B U

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BURNING AREA

DESIGNATED

APPROX. 4 ACRES

TOTAL AREA:

WORK LIMITS

OF EXCAVATION

DOWNSTREAM EXTENT

(APPROX. 24' WIDE)

ACCESS ROAD

FLOODWAY LIMITS

GENERAL NOTES:

BS2

BS1

BS3

BS4

BS5

BS6

BS7

BS8

BS9

BS10BS11

BS12

BS13

BS14

BS15

BS16

BS17

BS18

BS19

BS20

BS21

BS22

BS23

BS24

BS25

BS26

SPECIFIED.

PROPERLY DISPOSED OF IN DESIGNATED BURN SITE AS OTHERWISE

RESIDUAL MATERIAL WOULD STILL BE REQUIRED TO BE HAULED AND

CONTRACT, AND SHALL BE APPROVED BY COR PRIOR TO USAGE.

31 11 00, ALL ENVIRONMENTAL REQUIREMENTS AS OUTLINED IN THIS

AND USAGE SHALL COMPLY WITH REQUIREMENTS FROM SPECIFICATION

LB16 AND LB25, OUTSIDE OF FLOODWAY LIMITS. INCINERATOR PRODUCT

CHANNEL CLEARING WORK LIMITS, BETWEEN EXTENTS OF POINTS

MAY CHOOSE TO UTILIZE AN APPROVED INCINERATOR WITHIN THE

6. TO AVOID HAULING OF ORGANIC MATERIAL TO BURN SITE, CONTRACTOR

32 92 19.

PRACTICABLE AND IN ACCORDANCE WITH SPECIFICATION SECTION

TOPSOIL PLACEMENT AND SEEDING SHALL OCCUR AS SOON AS IS

ACCORDANCE WITH SECTION 01 57 19. SPREADING OF RESIDUALS,

5. BURNING SHALL OCCUR WITHIN ACCEPTABLE TIME FRAME IN

STREAM.

PREVENT MIGRATION OF SEDIMENT FROM REACHING WETLANDS OR

MINIMUM, FROM POINT BS11 TO POINT BS5 (ALONG WEST EXTENT) TO

AND SHALL INCLUDE A SILT FENCE AND TRENCH COMBINATION, AT A

ALONG WITH REQUIREMENTS FROM SPECIFICATION SECTION 01 57 19

IMPLEMENTED IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS

4. EROSION PREVENTION AND SEDIMENT CONTROL MEASURES SHALL BE

3. AVOID ALL WETLAND AREAS IN VICINITY OF DEFINED WORK LIMITS

AREA TO CONTRACTING OFFICER FOR APPROVAL.

LIMITS TO BE REUSED DURING RESTORATION. PROPOSE STOCKPILE

2. STOCKPILE TOPSOIL FROM STRIPPING WITHIN THE WORK AREA

01 57 19, SECTION 32 92 19, AND SECTION 31 11 00

ACCOMPLISHED IN ACCORDANCE WITH SPECIFICATION SECTION

1. ALL ACTIVITY AT THE BURN SITE INCLUDING RESTORATION SHALL BE

Q E -6

IPC

IPC IPC

IPC

IPCIPC

IPC

IPCIPC

IPC

IPCIPC

1154.5S

IPCIPC

IPC

IPCIPC

IPC

IPCIPC

IPC

1162.2S

IPCIPC

IPC

1166.8

1166.8S1166.9

1167.0D

IPC

1168.6

1168.8

1168.9

1168.9S1168.9

IPC

W Y

P O

R T R

O A

IDDLESBO

BELL CO

UNTY AIRPO

S T A T E H

W Y

STATE HWY 74

S T A T E H

W Y

STATE HWY 186

"S (R

C P

S S

S S S

W M

W .V.

57+00

48+

49+

50+0

51+00

52+00 53+00 54+00 55+00 56+00

58+00 59+00 60+00 61+00 62+00

63+00

64+0

65+

66+

50+0

0 55+00 60+00 65+

SR A

10000

SR B

10001

SR 1

10002

SR C

10003

SR 2

10004

SR 3

10005

SR E

10006

SR 4

10007

SR 5

10008

SR 7

10009

SR G

10010

SR 8

10011

SR 10

10012

SR I

10013

SR K RESET 2019

10195

SR 14

10015

SR 15 RESET 2019

10194

SR 16 RESET 2019

10193

E N

A M

D E

S C

2 3

4 5

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps of Engineers

US Army Corps

Sheet

R E

D W

N B

Z D

C K

D B

D A

T E

B E

N J

A M

R O

H R

B A

C H

S U

B M

T E

D B

Z A

C H

A R

Y D

A R

R E

L L B

R O

C K

D E

N E

D B

W P -2

-B -0

S O

A T

N N

W P -2

-C -0

C O

N T

R A

C T N

READY TO ADVERTISE (RTA)

E N

U M

B E

LANE

H S

T R

E E

H S

T R

E E

O L

D L

K F

O R

K R

O A

RIGHT BANK WORK AREA

ACCESS TO UPSTREAM

RIGHT BANK WORK AREA

ACCESS TO DOWNSTREAM

LEGEND

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 .d g n

C-200

U P

P E

R C

U M

B E

R L

A N

D R

E R B

S I

L O

C A

L P

R O

T E

C T

N P

R O J E

C T

D L E

S B

O R

B E

L L C

O U

N T

K E

N T

U C

K Y

D L E

S B

O R

O C

H A

N N

E L C

L E

A R

O V

E R

A L L S

E P

L A

800'0 400'

LEFT BANK WORK AREA

ACCESS TO UPSTREAM

BASELINE

STATION 0+00 TO 75+00

APPROXIMATELY FROM

CENTERLINE OF LEVEE

BASELINE FOLLOWS

BANK WORK AREA

ACCESS TO MID LEFT

LEFT BANK WORK AREA

ACCESS TO DOWNSTREAM

AND ACCESS

BURN SITE

MIDDLE SCHOOL

MIDDLESBORO

EXCAVATION WORK LIMITS

FLOODWAY

HAUL ROUTE

BLOCK

ARTICULATED CONCRETE

EXCAVATION

APPROXIMATE LIMIT OF

FLOODWAY LIMITS

WORK AREA

ACCESS TO UPSTREAM

20007

2000520006

20001

20000

20002

20004

20003

SILT RANGE MONUMENTS

CONTROL MONUMENTS

CHANNEL SHALL ONLY OCCUR BETWEEN JUNE TO NOVEMBER IN ACCORDANCE WITH STATE WATER QUALITY REQUIREMENTS.

2. CLEARING AND GRUBBING SHALL ONLY OCCUR BETWEEN 15 NOVEMBER AND MARCH 31, AND EXCAVATION WORK AT THE

GRUBBING OR STRIPPING SHALL BE ACCOMPLISHED FOR THE RIGHT BANK AREA BETWEEN STATION 30+00 AND 59+00.

59+00 SHALL ALSO BE CLEARED OF WOODY VEGETATION BETWEEN THE CREEK AND THE STREAM-SIDE LEVEE TOE. NO

DESIGNATED FOR CHANNEL EXCAVATION. IN ADDITION TO THIS, THE PORTION OF THE RIGHT BANK BETWEEN STATION 30+00 AND

1. IN ACCORDANCE WITH SPECIFICATION 31 11 00, CLEARING, GRUBBING, AND STRIPPING SHALL BE ACCOMPLISHED FOR ALL AREAS

NOTES:

SITE RESTORATION INCLUDING REMOVAL, DISPOSAL AND RESTORATION OF ALL TEMPORARY MEASURES.7.

INSTALL ARTICULATED CONCRETE BLOCK SYSTEM ON THE LEVEE.6.

CHANNEL EXCAVATION AND DISPOSAL.5.

CLEARING, GRUBBING AND DISPOSAL.4.

INSTALL TEMPORARY RAMPS AND STREAM CROSSINGS AS REQUIRED.3.

PERIMETER ACCESS, CONSTRUCTION EXITS, SEDIMENT BARRIER, DIVERSIONS AND SILT CHECKS AS APPROPRIATE.2.

ITEMS AND SURVEY OBSTRUCTIONS TO THE WORK.

SITE RECONNAISSANCE TO LOCATE UTILITIES, DOCUMENT CONDITION OF PROPERTY, SURVEY REQUIRED PRECONSTRUCTION 1.

GENERAL WORK SEQUENCE:

Q E -6

CIP

S 1 .9

S T

A T

E H

W Y

AIR

PORT R

OAD

D L E S

B O

R O B

E L L C

O U

N T

Y A

P O

R T

S T

A T

E H

W Y

"S (R

C P

W M

W .V

LB1 LB2

LB3 LB4

LB5

LB6 LB7

LB8

LB9

LB10

LB11

LB12

LB13

LB14

LB15

LB16

LB17

LB18

LB19

LB20

LB21

LB22

LB23

LB24

LB25

LB26

LB27

LB28

LB29

LB30

LB31

RB1

RB2 RB3

RB4

RB5

RB6

RB7

RB8 RB9 RB10

RB11

RB12

RB13

RB14

RB15

RB16

RB17 RB18

RB19

RB20

RB21

RB22

RB23

RB24

RB25

RB26

RB27

RB28

RB29

RB30

RB31

E N

A M

D E

S C

2 3

4 5

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps of Engineers

US Army Corps

Sheet

R E

D W

N B

Z D

C K

D B

D A

T E

B E

N J

A M

R O

H R

B A

C H

S U

B M

T E

D B

Z A

C H

A R

Y D

A R

R E

L L B

R O

C K

D E

N E

D B

W P -2

-B -0

S O

A T

N N

W P -2

-C -0

C O

N T

R A

C T N

READY TO ADVERTISE (RTA)

E N

U M

B E

0+00 5+00 10+00

15+00 20+00 25+00

30+

35+

40+00 45+00 50+00

55+00

60+00

65+00 70+00

75+00 80+

S R A

S R B

S R

S R C

S R

S R E

S R

S R G

S R

S R I t T im e

P lo t

D a te

F il e N a m e

U s e rs \h e c x re s

H O

R T

C U

T S

R O J E

C T S \L

R N -F lo o d R e d u c ti o n \M

L E

S B

O R

O \M

A Y \1

C .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-201

U P

P E

R C

U M

B E

R L

A N

D R

E R B

S I

L O

C A

L P

R O

T E

C T

N P

R O J E

C T

D L E

S B

O R

B E

L L C

O U

N T

K E

N T

U C

K Y

D L E

S B

O R

O C

H A

N N

E L C

L E

A R

BASELINE

EXCAVATION WORK LIMITS

HAUL ROUTE

600'0 300'

C H

A N

N E

L C

L E

A R

G W

O R

K L

C .d g n

AREA

STAGING/LAYDOWN

PROPOSED

AREA

STAGING/LAYDOWN

PROPOSED

Q E -6

W M

0+00 1+00 2+00 3+00 4+00

X -1

S C

X -2

S C

BASELINE

WORK LIMIT

WORK L

IMI

EXCAVATED TOP OF BANK

EXCAVATED TOE

YELLOW CREEK

C H E S T E R A

V E

OVERHEAD POWER

EXCAVATED BENCH

3:1 BANK CUT

R A

R O

A D B

G E

EDGE OF BENCH

F L O

O D

W A Y L

F L O

O D

W A Y L

FLOODWAY LIMITTOE

E N

A M

D E

S C

2 3

4 5

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

Sheet

R E

D W

N B

Z D

C K

D B

D A

T E

B E

N J

A M

R O

H R

B A

C H

S U

B M

T E

D B

Z A

C H

A R

Y D

A R

R E

L L B

R O

C K

D E

N E

D B

W P -2

-B -0

S O

A T

N N

W P -2

-C -0

C O

N T

R A

C T N

READY TO ADVERTISE (RTA)

E N

U M

B E

12001200

-8+00 -7+00 -6+00 -5+00 -4+00 -3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00

2 YR W.S.E.

10 YR W.S.E.

100 YR W.S.E.

1000 YR W.S.E.

EXCAVATED BENCH GRADE

BASELINE

EXISTING GROUND AT

P V I .4

E L .9

P V I .0

E L .9

P V I .6

E L

C .d

S H

L E D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A N

S I

S T

A T

C H

A N

N E

L P

L A

N A

N D P

R O

C-210

N A

S H

L E T

E N

N E

S S

100'0 50'

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

C A

L P

R O

T E

C T

N P

R O J E

C T

D L E

S B

O R

B E

L L C

O U

N T

K E

N T

U C

K Y

D L E

S B

O R

O C

H A

N N

E L C

L E

A R

S T

M A

T C

H L

-2

E S

H E

E -6

D B

A D

D E

D F

L O

O D

W A

Y L

N D L

E V

E E T

O E

11581159

11671168

4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00

X -3

S C

X -4

S C

X -5

S C

X -6

S C

X -7

S C

BASELINE

WORK LIMIT

EXCAVATED TOP OF BANK

EXCAVATED TOE

BLOCK ARMORING

ARTICULATED CONCRETE

YELLOW CREEK

YELLOW CREEK YELLOW CREEK

OVERHEAD POWER

WATER MAIN

EXCAVATED BENCH

3:1 BANK CUT

EDGE OF BENCH

LINE (RIGHT BANK)

OF ABANDONED WATER

AND 40-FEET DOWNSTREAM

NO EXCAVATION 10-FEET UP

9, SHEET G-002

BURIED UTILITY - SEE NOTE

FLOODWAY LIMIT

TOE TOE

E N

A M

D E

S C

2 3

4 5

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

Sheet

R E

D W

N B

Z D

C K

D B

D A

T E

B E

N J

A M

R O

H R

B A

C H

S U

B M

T E

D B

Z A

C H

A R

Y D

A R

R E

L L B

R O

C K

D E

N E

D B

W P -2

-B -0

S O

A T

N N

W P -2

-C -0

C O

N T

R A

C T N

READY TO ADVERTISE (RTA)

E N

U M

B E

11951195

4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00

2 YR W.S.E.

10 YR W.S.E.

100 YR W.S.E.

1000 YR W.S.E.

EXCAVATED BENCH GRADE

BASELINE

EXISTING GROUND AT

P V I .1

E L .4

P V I .2

E L .3

P V I .6

E L .0

P V I .2

E L .8

10" D.I.P. WATER LINE

C .d

S H

L E D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

S T

A T

C H

A N

N E

L P

L A

N A

N D P

R O

C-211

N A

S H

L E T

E N

N E

S S

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

C A

L P

R O

T E

C T

N P

R O J E

C T

D L E

S B

O R

B E

L L C

O U

N T

K E

N T

U C

K Y

D L E

S B

O R

O C

H A

N N

E L C

L E

A R

S T

M A

T C

H L

S E

E S

H E

M A

T C

H L

E S

H E

S I

Q E -6

Z D

A D

D E

D F

L O

O D

W A

Y L

N D L

E V

E E T

O E

"S (R

C P

W .V

11601160

16+00

17+00 18+00

19+00 20+00

21+00 22+00 23+00 24+00

25+00

26+00

27+0

28+

X -7

S C

X -8

S C

X -9

S C

X -1

60+72.81

SR-2

SR-C2

SR-C3

SR-D (U/S)

SR-D (D/S)

SR-3

BASELINE

WORK LIMIT

EXCAVATED TOP OF BANK

EXCAVATED TOE

BLOCK ARMORING

ARTICULATED CONCRETE

YELLOW CREEK

C U

M B

E R

L A

OVERHEAD POWER

EXCAVATED BENCH

3:1 BANK CUT

OVERHEAD POWER

NATURAL GAS

WATER LINE

3:1 B

ANK CUT

EDGE OF BENCH

9, SHEET G-002

BURIED UTILITY - SEE NOTE

COORDINATES

TYP. SEE SHEET C-200 FOR

SILT RANGE MONUMENT,

FLOODWAY L

IMI

FLOODWAY LIMIT

TOE

E N

A M

D E

S C

2 3

4 5

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

Sheet

R E

D W

N B

Z D

C K

D B

D A

T E

B E

N J

A M

R O

H R

B A

C H

S U

B M

T E

D B

Z A

C H

A R

Y D

A R

R E

L L B

R O

C K

D E

N E

D B

W P -2

-B -0

S O

A T

N N

W P -2

-C -0

C O

N T

R A

C T N

READY TO ADVERTISE (RTA)

E N

U M

B E

11901190

16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00

2 YR W.S.E.

10 YR W.S.E.

100 YR W.S.E.

1000 YR W.S.E.

EXCAVATED BENCH GRADE

BASELINE

EXISTING GROUND AT

P V I .4

E L .8

P V I .1

E L .7

P V I .6

E L .5

P V I .5

E L .1

P V I .6

E L .6

P V I .8

E L .2

8" GAS LINE

C .d

S H

L E D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

S T

A T

C H

A N

N E

L P

L A

N A

N D P

R O

C-212

N A

S H

L E T

E N

N E

S S

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

C A

L P

R O

T E

C T

N P

R O J E

C T

D L E

S B

O R

B E

L L C

O U

N T

K E

N T

U C

K Y

D L E

S B

O R

O C

H A

N N

E L C

L E

A R

C -2

S E

E S

H E

M A

T C

H L

M A

T C

H L

S E

E S

H E

S I

Q E -6

Z D

A D

D E

D F

L O

O D

W A

Y L

N D L

E V

E E T

O E

"S (R

C P

11501150

11551155

11571157

1157 1158

11581159

1 1162

11641165

1165 116628+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00

40+00

X -1

S C

X -1

S C

SR-E

SR-E1 SR-4 SR-F

BASELINE

WORK LIMIT

WORK LIMITWORK LIMIT

EXCAVATED TOP OF BANK

EXCAVATED TOE

BLOCK ARMORING

ARTICULATED CONCRETE

YELLOW CREEKYELLOW CREEK

EXCAVATED BENCH

3:1 BANK CUT

EXCAVATED BENCH

3:1 BANK CUT

EDGE OF BENCH

9, SHEET G-002

BURIED UTILITY - SEE NOTE

COORDINATES

TYP. SEE SHEET C-200 FOR

SILT RANGE MONUMENT,

FLOODWAY LIMIT

FLOODWAY LIMIT TOE TOE

E N

A M

D E

S C

2 3

4 5

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

Sheet

R E

D W

N B

Z D

C K

D B

D A

T E

B E

N J

A M

R O

H R

B A

C H

S U

B M

T E

D B

Z A

C H

A R

Y D

A R

R E

L L B

R O

C K

D E

N E

D B

W P -2

-B -0

S O

A T

N N

W P -2

-C -0

C O

N T

R A

C T N

READY TO ADVERTISE (RTA)

E N

U M

B E

11851185

28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00

2 YR W.S.E.

10 YR W.S.E.

100 YR W.S.E.

1000 YR W.S.E.

EXCAVATED BENCH GRADE

BASELINE

EXISTING GROUND AT

P V I .7

E L .1

P V I .5

E L .6

P V I .9

E L .2

P V I .3

E L .8

12" R.C.P. SEWER LINE

ABANDONED STORM LINE

C .d

S H

L E D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

S T

A T

C H

A N

N E

L P

L A

N A

N D P

R O

C-213

N A

S H

L E T

E N

N E

S S

E t T im e

P lo t

D a te

F il e N a m e

U s e rs \h e c x re s

H O

R T

C U

T S

R O J E

C T S \L

R N -F lo o d R e d u c ti o n \M

L E

S B

O R

O \M

A Y \1

C .d

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

C A

L P

R O

T E

C T

N P

R O J E

C T

D L E

S B

O R

B E

L L C

O U

N T

K E

N T

U C

K Y

D L E

S B

O R

O C

H A

N N

E L C

L E

A R

C -2

S E

E S

H E

M A

T C

H L

M A

T C

H L

S E

E S

H E

S I

Q E -6

Z D

A D

D E

D F

L O

O D

W A

Y L

N D L

E V

E E T

O E

91149

11581159

11621163

40+

41+

42+

43+0

44+00 45+00

46+00 47+00 48+00

49+00

50+00

51+00

52+00

X -1

S C

SR-5

SR-6

SR-7

BASELINE

WORK LI

MIT

WORK LIMIT

WORK L

IMI

EXCAVATED TOP OF BANK

EXCAVATED TOE

BLOCK ARMORING

ARTICULATED CONCRETE

YELLOW CREEK

AIRPORT RD.

SANITARY SEWER

EXCAVATED BENCH

EXCAVATED BENCHEXCAVATED BENCH

3:1 BANK CUT

EXCAVATED B

ENCH

3:1

BANK C

EDGE OF BENCH

COORDINATES

TYP. SEE SHEET C-200 FOR

SILT RANGE MONUMENT,

OODW

LIM

FLOODWAY L

IMI

FLOODWAY LIMIT

TOE

E N

A M

D E

S C

2 3

4 5

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

Sheet

R E

D W

N B

Z D

C K

D B

D A

T E

B E

N J

A M

R O

H R

B A

C H

S U

B M

T E

D B

Z A

C H

A R

Y D

A R

R E

L L B

R O

C K

D E

N E

D B

W P -2

-B -0

S O

A T

N N

W P -2

-C -0

C O

N T

R A

C T N

READY TO ADVERTISE (RTA)

E N

U M

B E

11801180

40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00

2 YR W.S.E.

10 YR W.S.E.

100 YR W.S.E.

1000 YR W.S.E.

EXCAVATED BENCH GRADE

BASELINE

EXISTING GROUND AT

P V I .5

E L .1

P V I .9

E L .2

P V I .2

E L

C .d

S H

L E D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

S T

A T

C H

A N

N E

L P

L A

N A

N D P

R O

C-214

N A

S H

L E T

E N

N E

S S

E t T im e

P lo t

D a te

F il e N a m e

U s e rs \h e c x re s

H O

R T

C U

T S

R O J E

C T S \L

R N -F lo o d R e d u c ti o n \M

L E

S B

O R

O \M

A Y \1

C .d

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

C A

L P

R O

T E

C T

N P

R O J E

C T

D L E

S B

O R

B E

L L C

O U

N T

K E

N T

U C

K Y

D L E

S B

O R

O C

H A

N N

E L C

L E

A R

C -2

S E

E S

H E

M A

T C

H L

S H

M A

T C

H L

E E

K S

T O

N Y F

S I

Q E -6

D B

A D

D E

D F

L O

O D

W A

Y L

N D L

E V

E E T

O E

Di tc h S

11581159

116111621163

57+00 52+00 53+00 54+00 55+00 56+00

58+00 59+00 60+00 61+00 62+00 63+00

64+00

X-16

SR-G

SR-8

SR-H

SR-9

BASELINE

WORK LIMIT

W O

R K L

EXCAVATED TOE

EXCAVATED TOP OF BANK

YELLOW CREEK

YELLOW CREEK A

P O

R T

R D

SANITARY SEWER

NATURAL GAS

EXCAVATED BENCH

3:1 BANK CUT 3:1 BANK CUT

3:1 BANK CUT

EXCAVATED BENCH

EDGE OF BENCH

9, SHEET G-002

BURIED UTILITY - SEE NOTE

COORDINATES

TYP. SEE SHEET C-200 FOR

SILT RANGE MONUMENT,

FLOODWAY LIMIT

TOE

E N

A M

D E

S C

2 3

4 5

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

Sheet

R E

D W

N B

Z D

C K

D B

D A

T E

B E

N J

A M

R O

H R

B A

C H

S U

B M

T E

D B

Z A

C H

A R

Y D

A R

R E

L L B

R O

C K

D E

N E

D B

W P -2

-B -0

S O

A T

N N

W P -2

-C -0

C O

N T

R A

C T N

READY TO ADVERTISE (RTA)

E N

U M

B E

11801180

52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00

2 YR W.S.E.

10 YR W.S.E.

100 YR W.S.E.

1000 YR W.S.E.

EXCAVATED BENCH GRADE

BASELINE

EXISTING GROUND AT

P V I .3

E L .1

P V I .4

E L .1

P V I .5

E L .3

P V I .0

E L

C .d

S H

L E D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

S T

A T

C H

A N

N E

L P

L A

N A

N D P

R O

C-215

N A

S H

L E T

E N

N E

S S

E t T im e

P lo t

D a te

F il e N a m e

U s e rs \h e c x re s

H O

R T

C U

T S

R O J E

C T S \L

R N -F lo o d R e d u c ti o n \M

L E

S B

O R

O \M

A Y \1

C .d

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

C A

L P

R O

T E

C T

N P

R O J E

C T

D L E

S B

O R

B E

L L C

O U

N T

K E

N T

U C

K Y

D L E

S B

O R

O C

H A

N N

E L C

L E

A R

C -2

S H

M A

T C

H L

M A

T C

H L

S E

E S

H E

S I

Q E -6

D B

A D

D E

D F

L O

O D

W A

Y L

N D L

E V

E E T

O E

Ditch

1142 11421143

1147 1

11581159 1160

1165 1166

64+00

65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00

76+00

X -1

S C

SR-9

SR-10

SR-I

BASELINE

WORK LIMIT

EXCAVATED TOE

EXCAVATED TOP OF BANK

YELLOW CREEK

NATURAL GAS

EXCAVATED BENCH

3:1 BANK CUT

EDGE OF BENCH

SANITARY SEWER

COORDINATES

TYP. SEE SHEET C-200 FOR

SILT RANGE MONUMENT,

FLOODWAY LIMIT

TOE

E N

A M

D E

S C

2 3

4 5

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

Sheet

R E

D W

N B

Z D

C K

D B

D A

T E

B E

N J

A M

R O

H R

B A

C H

S U

B M

T E

D B

Z A

C H

A R

Y D

A R

R E

L L B

R O

C K

D E

N E

D B

W P -2

-B -0

S O

A T

N N

W P -2

-C -0

C O

N T

R A

C T N

READY TO ADVERTISE (RTA)

E N

U M

B E

11801180

64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00

2 YR W.S.E.

10 YR W.S.E.

100 YR W.S.E.

1000 YR W.S.E.

EXCAVATED BENCH GRADE

BASELINE

EXISTING GROUND AT

P V I .5

E L .1

P V I .3

E L .1

P V I .2

E L .1

P V I .1

E L

C .d

S H

L E D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

S T

A T

C H

A N

N E

L P

L A

N A

N D P

R O

C-216

N A

S H

L E T

E N

N E

S S

E t T im e

P lo t

D a te

F il e N a m e

U s e rs \h e c x re s

H O

R T

C U

T S

R O J E

C T S \L

R N -F lo o d R e d u c ti o n \M

L E

S B

O R

O \M

A Y \1

C .d

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

C A

L P

R O

T E

C T

N P

R O J E

C T

D L E

S B

O R

B E

L L C

O U

N T

K E

N T

U C

K Y

D L E

S B

O R

O C

H A

N N

E L C

L E

A R

C -2

S E

E S

H E

M A

T C

H L

M A

T C

H L

S E

E S

H E

S I

Q E -6

B A

D D

E D F

L O

O D

W A

Y L

N D L

E V

E E T

O E

1144114

115511

76+00

77+00

78+00

79+00

80+00 81+00 82+00

83+00

84+00

85+0

86+

87+

88+

X -1

S C

BASELINE

WORK LIMIT

W O

R K L

EXCAVATED TOE

EXCAVATED TOP OF BANK

YELLOW CREEK

EXCAVATED BENCH

3:1 BANK CUT

3:1 BANK

CUT

EDGE OF BENCH

NATURAL GAS

SANITARY SEWER

FLOODWAY LI

MIT

FLOODWAY LIMIT

FLO

D W

AY LIM

ITTO

E N

A M

D E

S C

2 3

4 5

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

Sheet

R E

D W

N B

Z D

C K

D B

D A

T E

B E

N J

A M

R O

H R

B A

C H

S U

B M

T E

D B

Z A

C H

A R

Y D

A R

R E

L L B

R O

C K

D E

N E

D B

W P -2

-B -0

S O

A T

N N

W P -2

-C -0

C O

N T

R A

C T N

READY TO ADVERTISE (RTA)

E N

U M

B E

11801180

76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00

2 YR W.S.E.

10 YR W.S.E.

100 YR W.S.E.

1000 YR W.S.E.

EXCAVATED BENCH GRADE

BASELINE

EXISTING GROUND AT

P V I .4

E L .1

P V I .0

E L

C .d

S H

L E D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

S T

A T

C H

A N

N E

L P

L A

N A

N D P

R O

C-217

N A

S H

L E T

E N

N E

S S

E t T im e

P lo t

D a te

F il e N a m e

U s e rs \h e c x re s

H O

R T

C U

T S

R O J E

C T S \L

R N -F lo o d R e d u c ti o n \M

L E

S B

O R

O \M

A Y \1

C .d

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

C A

L P

R O

T E

C T

N P

R O J E

C T

D L E

S B

O R

B E

L L C

O U

N T

K E

N T

U C

K Y

D L E

S B

O R

O C

H A

N N

E L C

L E

A R

S T

M A T C

H L

S E E S

H E

S I

Q E -6

D B

A D

D E

D F

L O

O D

W A

Y L

N D L

E V

E E T

O E

E N

A M

D E

S C

2 3

4 5

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

Sheet

R E

D W

N B

Z D

C K

D B

D A

T E

B E

N J

A M

R O

H R

B A

C H

S U

B M

T E

D B

Z A

C H

A R

Y D

A R

R E

L L B

R O

C K

D E

N E

D B

W P -2

-B -0

S O

A T

N N

W P -2

-C -0

C O

N T

R A

C T N

READY TO ADVERTISE (RTA)

E N

U M

B E

3H:1V (TYP.)

EXISTING GROUND (TYP.)

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

0+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

2+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

4+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

6+00

E L E

V A

EXCAVATED GRADE (TYP.)

BASELINE (TYP.)BASELINE STATIONING (TYP.)

ELEV: 1164.76

OFF: -116.48

ELEV: 1164.76

OFF: -77.16

ELEV: 1161.54

OFF: -77.41

ELEV: 1162.97

OFF: -76.61

ELEV: 1161.53

OFF: -102.72

ELEV: 1161.53

OFF: -169.62

ELEV: 1161.53

OFF: -60.66

ELEV: 1164.76

OFF: -48.28

ELEV: 1162.82

OFF: -142.92

ELEV: 1164.76

OFF: -105.16

ELEV: 1162.98

OFF: -56.57

ELEV: 1162.82

OFF: -108.95

FLOODWAY LIMIT

TOE

t T im e

P lo t

D a te

F il e N a m e

U s e rs \h e c x re s

H O

R T

C U

T S

R O J E

C T S \L

R N -F lo o d R e d u c ti o n \M

L E

S B

O R

O \M

A Y \1

C .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

U P

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

C A

L P

R O

T E

C T

N P

R O J E

C T

D L E

S B

O R

B E

L L C

O U

N T

K E

N T

U C

K Y

D L E

S B

O R

O C

H A

N N

E L C

L E

A R

A N

S I

S T

A T

C R

O S

S S

E C

N S

C .d g n

C-310

Q E -6

D B

A D

D F

L O

O D

W A

Y L

E V

E E T

O E

E N

A M

D E

S C

2 3

4 5

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

Sheet

R E

D W

N B

Z D

C K

D B

D A

T E

B E

N J

A M

R O

H R

B A

C H

S U

B M

T E

D B

Z A

C H

A R

Y D

A R

R E

L L B

R O

C K

D E

N E

D B

W P -2

-B -0

S O

A T

N N

W P -2

-C -0

C O

N T

R A

C T N

READY TO ADVERTISE (RTA)

E N

U M

B E

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

8+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

10+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

12+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

14+00

E L E

V A

EXISTING GROUND (TYP.)3H:1V (TYP.)

EXCAVATED GRADE (TYP.)

(APPROXIMATE)

STA. 12+00 - 10" D.I.P. WATER LINE

STA. 10+00 AND 14+00 - APPROXIMATE)

(CROSSES LEVEE AND CHANNEL IN VICINITY OF

10" D.I.P. WATER LINE AT SKEW - PROJECTED

STA. 10+00 AND 14+00 - APPROXIMATE)

(CROSSES LEVEE AND CHANNEL IN VICINITY OF

10" D.I.P. WATER LINE AT SKEW - PROJECTED

STA. 10+00 AND 14+00 - APPROXIMATE)

(CROSSES LEVEE AND CHANNEL IN VICINITY OF

10" D.I.P. WATER LINE AT SKEW - PROJECTED

BASELINE STATIONING (TYP.) BASELINE (TYP.)

ELEV: 1157.02

OFF: -107.09

ELEV: 1157.19

OFF: -103.84

ELEV: 1157.19

OFF: -161.50

ELEV: 1157.02

OFF: -164.74

ELEV: 1157.02

OFF: -50.57

ELEV: 1157.02

OFF: -69.79

ELEV: 1157.53

OFF: -164.73

ELEV: 1159.57

OFF: -167.92

ELEV: 1157.53

OFF: -103.67

ELEV: 1159.57

OFF: -75.86

ELEV: 1159.57

OFF: -100.37

ELEV: 1159.57

OFF: -59.24

ELEV: 1157.53

OFF: -60.00

ELEV: 1157.53

OFF: -72.79

FLOODWAY LIMIT

TOE

t T im e

P lo t

D a te

F il e N a m e

U s e rs \h e c x re s

H O

R T

C U

T S

R O J E

C T S \L

R N -F lo o d R e d u c ti o n \M

L E

S B

O R

O \M

A Y \1

C .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

U P

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

C A

L P

R O

T E

C T

N P

R O J E

C T

D L E

S B

O R

B E

L L C

O U

N T

K E

N T

U C

K Y

D L E

S B

O R

O C

H A

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L E

A R

A N

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A T

C R

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C .d g n

C-311

Q E -6

D B

A D

D F

L O

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W A

Y L

E V

E E T

O E

E N

A M

D E

S C

2 3

4 5

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

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D E

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A T

E A

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®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

Sheet

R E

D W

N B

Z D

C K

D B

D A

T E

B E

N J

A M

R O

H R

B A

C H

S U

B M

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D B

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C H

A R

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A R

R E

L L B

R O

C K

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D B

W P -2

-B -0

S O

A T

N N

W P -2

-C -0

C O

N T

R A

C T N

READY TO ADVERTISE (RTA)

E N

U M

B E

EXISTING GROUND (TYP.)

3H:1V (TYP.)

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

16+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

18+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

20+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

22+00

E L E

V A

3H:1V (TYP.)

(APPROXIMATE)

8" GAS LINE - PROJECTED FROM 22+50

BASELINE STATIONING (TYP.) BASELINE (TYP.)

ELEV: 1153.50

OFF: -73.35

ELEV: 1156.36

OFF: -139.81

ELEV: 1151.88

OFF: -122.73

ELEV: 1154.89

OFF: -155.20

ELEV: 1154.89

OFF: -47.17

ELEV: 1153.50

OFF: -163.42

ELEV: 1151.88

OFF: -179.47

ELEV: 1156.36

OFF: -173.92

ELEV: 1151.88

OFF: -63.93

ELEV: 1151.88

OFF: -82.44

ELEV: 1153.50

OFF: -94.31

ELEV: 1156.36

OFF: -47.77

ELEV: 1156.36

OFF: -97.42

ELEV: 1153.50

OFF: -51.69

GRADE (TYP.)

EXCAVATED

FLOODWAY LIMIT

TOE

LIMIT

FLOODWAY

TOE AND FLOODWAY LIMIT

TOE TOE AND FLOODWAY LIMIT

TOE AND FLOODWAY LIMIT

t T im e

P lo t

D a te

F il e N a m e

U s e rs \h e c x re s

H O

R T

C U

T S

R O J E

C T S \L

R N -F lo o d R e d u c ti o n \M

L E

S B

O R

O \M

A Y \1

C .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

U P

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

C A

L P

R O

T E

C T

N P

R O J E

C T

D L E

S B

O R

B E

L L C

O U

N T

K E

N T

U C

K Y

D L E

S B

O R

O C

H A

N N

E L C

L E

A R

A N

S I

S T

A T

C R

O S

S S

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N S

C .d g n

C-312

Q E -6

/C -3

D B

A D

D F

L O

O D

W A

Y L

E V

E E T

O E

E N

A M

D E

S C

2 3

4 5

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

Sheet

R E

D W

N B

Z D

C K

D B

D A

T E

B E

N J

A M

R O

H R

B A

C H

S U

B M

T E

D B

Z A

C H

A R

Y D

A R

R E

L L B

R O

C K

D E

N E

D B

W P -2

-B -0

S O

A T

N N

W P -2

-C -0

C O

N T

R A

C T N

READY TO ADVERTISE (RTA)

E N

U M

B E

EXISTING GROUND (TYP.)3H:1V (TYP.)

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

24+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

26+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

28+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

30+00

E L E

V A

EXCAVATED GRADE (TYP.)

STA. 28+22 AND 28+74 - APPROXIMATE)

(CROSSES LEVEE AND CHANNEL IN VICINITY OF

12" R.C.P. SEWER LINE AT SKEW - PROJECTED

BASELINE STATIONING (TYP.) BASELINE (TYP.)

ELEV: 1150.68

OFF: -55.39

ELEV: 1150.68

OFF: -99.57

ELEV: 1151.24

OFF: -126.75

ELEV: 1151.47

OFF: -126.28

ELEV: 1150.68

OFF: -78.97

ELEV: 1151.47

OFF: -178.81

ELEV: 1151.26

OFF: -52.42

ELEV: 1151.47

OFF: -161.37

ELEV: 1150.68

OFF: -176.92

ELEV: 1151.47

OFF: -89.08

ELEV: 1152.47

OFF: -86.06

ELEV: 1150.05

OFF: -108.89

ELEV: 1150.05

OFF: -177.78

ELEV: 1152.46

OFF: -56.06

FLOODWAY LIMIT

TOE

TOE AND FLOODWAY LIMIT

TOE AND FLOODWAY LIMITOFF:-266

FLOODWAY LIMIT

LIMIT

FLOODWAY

TOE AND

t T im e

P lo t

D a te

F il e N a m e

U s e rs \h e c x re s

H O

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R N -F lo o d R e d u c ti o n \M

L E

S B

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O \M

A Y \1

C .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

U P

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

C A

L P

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C T

N P

R O J E

C T

D L E

S B

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C .d g n

C-313

IE (IN) - 1144.97

STA. 28+03.27, OFF. 74.67

MANHOLE LOCATED OFF PAGE AT

IE (OUT)-1145.8

STA. 29+57.47, OFF. -411.42

MANHOLE LOCATED OFF PAGE AT

Q E -6

B A

D D F

L O

O D

W A

Y L

E V

E E T

O E

E N

A M

D E

S C

2 3

4 5

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

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N D

A T

E A

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®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

Sheet

R E

D W

N B

Z D

C K

D B

D A

T E

B E

N J

A M

R O

H R

B A

C H

S U

B M

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D B

Z A

C H

A R

Y D

A R

R E

L L B

R O

C K

D E

N E

D B

W P -2

-B -0

S O

A T

N N

W P -2

-C -0

C O

N T

R A

C T N

READY TO ADVERTISE (RTA)

E N

U M

B E

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

32+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

34+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

36+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

38+00

E L E

V A

3H:1V (TYP.) EXISTING GROUND (TYP.)

EXCAVATED GRADE (TYP.) (DAYLIGHTS AT 37+50 - APPROXIMATE)

CONCRETE CAPPED STORM LINE AT SKEW - PROJECTED

BASELINE STATIONING (TYP.) BASELINE (TYP.)

ELEV: 1149.12

OFF: -100.92

ELEV: 1149.72

OFF: -172.24

ELEV: 1148.73

OFF: -181.36

ELEV: 1149.72

OFF: -98.02

ELEV: 1148.95

OFF: -115.59

ELEV: 1149.12

OFF: -169.71

ELEV: 1148.73

OFF: -107.29

ELEV: 1148.95

OFF: -184.23

FLOODWAY LIMIT

TOE AND FLOODWAY LIMIT

t T im e

P lo t

D a te

F il e N a m e

U s e rs \h e c x re s

H O

R T

C U

T S

R O J E

C T S \L

R N -F lo o d R e d u c ti o n \M

L E

S B

O R

O \M

A Y \1

C .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

U P

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

C A

L P

R O

T E

C T

N P

R O J E

C T

D L E

S B

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B E

L L C

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K E

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U C

K Y

D L E

S B

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C A

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®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

Sheet

R E

D W

N B

Z D

C K

D B

D A

T E

B E

N J

A M

R O

H R

B A

C H

S U

B M

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D B

Z A

C H

A R

Y D

A R

R E

L L B

R O

C K

D E

N E

D B

W P -2

-B -0

S O

A T

N N

W P -2

-C -0

C O

N T

R A

C T N

READY TO ADVERTISE (RTA)

E N

U M

B E

EXISTING GROUND (TYP.)3H:1V (TYP.)

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

40+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

42+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

44+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

46+00

E L E

V A

EXCAVATED GRADE (TYP.)

BASELINE STATIONING (TYP.) BASELINE (TYP.)

ELEV: 1147.95

OFF: -109.47

ELEV: 1147.51

OFF: -184.03

ELEV: 1147.95

OFF: -188.88

ELEV: 1148.35

OFF: -109.66

ELEV: 1147.02

OFF: -92.65

ELEV: 1147.02

OFF: -195.00

ELEV: 1147.51

OFF: -91.77

ELEV: 1148.35

OFF: -184.62

FLOODWAY LIMIT

TOE AND FLOODWAY LIMIT

TOE AND FLOODWAY LIMITOFF:-290

FLOODWAY LIMIT

OFF:-268

FLOODWAY LIMIT

t T im e

P lo t

D a te

F il e N a m e

U s e rs \h e c x re s

H O

R T

C U

T S

R O J E

C T S \L

R N -F lo o d R e d u c ti o n \M

L E

S B

O R

O \M

A Y \1

C .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

U P

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

C A

L P

R O

T E

C T

N P

R O J E

C T

D L E

S B

O R

B E

L L C

O U

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K E

N T

U C

K Y

D L E

S B

O R

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2 3

4 5

M A

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A P

P R

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C A

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P L

O T D

A T

D A

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M A

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D E

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®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

Sheet

R E

D W

N B

Z D

C K

D B

D A

T E

B E

N J

A M

R O

H R

B A

C H

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A R

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A R

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L L B

R O

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W P -2

-B -0

S O

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W P -2

-C -0

C O

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R A

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READY TO ADVERTISE (RTA)

E N

U M

B E

EXISTING GROUND (TYP.)

3H:1V (TYP.)

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

48+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

50+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

52+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

54+00

E L E

V A

EXCAVATED GRADE (TYP.)

(APPROXIMATE)

12" SEWER LINE

(APPROXIMATE)

12" SEWER LINE

BASELINE STATIONING (TYP.) BASELINE (TYP.)

ELEV: 1146.47

OFF: -204.62

ELEV: 1145.33

OFF: -113.87

ELEV: 1145.91

OFF: -137.61

ELEV: 1146.47

OFF: -83.68

ELEV: 1146.47

OFF: -155.53

ELEV: 1145.10

OFF: -116.20

ELEV: 1145.91

OFF: -69.70

ELEV: 1145.91

OFF: -196.46

ELEV: 1145.10

OFF: -180.04

ELEV: 1145.33

OFF: -181.12

ELEV: 1146.47

OFF: -68.18

ELEV: 1145.91

OFF: -94.49

FLOODWAY LIMIT

OFF:-289

FLOODWAY LIMIT

OFF:-281

FLOODWAY LIMIT

OFF:-261

FLOODWAY LIMIT

TOE AND FLOODWAY LIMIT

t T im e

P lo t

D a te

F il e N a m e

U s e rs \h e c x re s

H O

R T

C U

T S

R O J E

C T S \L

R N -F lo o d R e d u c ti o n \M

L E

S B

O R

O \M

A Y \1

C .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

U P

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

C A

L P

R O

T E

C T

N P

R O J E

C T

D L E

S B

O R

B E

L L C

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K E

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U C

K Y

D L E

S B

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2 3

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M A

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C A

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D E

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P P

®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

Sheet

R E

D W

N B

Z D

C K

D B

D A

T E

B E

N J

A M

R O

H R

B A

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A R

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L L B

R O

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W P -2

-B -0

S O

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W P -2

-C -0

C O

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R A

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READY TO ADVERTISE (RTA)

E N

U M

B E

EXISTING GROUND (TYP.)

3H:1V (TYP.)

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

56+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

58+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

60+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

62+00

E L E

V A

EXCAVATED GRADE (TYP.)

(APPROXIMATE)

12" SEWER LINE

(APPROXIMATE)

12" SEWER LINE

(APPROXIMATE)

12" SEWER LINE

(APPROXIMATE)

12" SEWER LINE

(APPROXIMATE)

8" GAS LINE

BASELINE STATIONING (TYP.) BASELINE (TYP.)

(APPROXIMATE)

8" GAS LINE AT STA. 61+00 - PROJECTED

(APPROXIMATE)

8" GAS LINE AT STA. 61+00 - PROJECTED

ELEV: 1146.27

OFF: -162.09

ELEV: 1145.63

OFF: -118.65

ELEV: 1145.48

OFF: -141.17

ELEV: 1146.27

OFF: -63.61

ELEV: 1145.48

OFF: -83.71

ELEV: 1146.27

OFF: -81.97

ELEV: 1145.13

OFF: -180.95

ELEV: 1146.27

OFF: -187.51

ELEV: 1145.13

OFF: -105.40

ELEV: 1145.48

OFF: -189.17

ELEV: 1145.63

OFF: -176.43

ELEV: 1145.48

OFF: -98.52

FLOODWAY LIMIT

TOE

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P lo t

D a te

F il e N a m e

U s e rs \h e c x re s

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P S O

F E

N G

E E

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L E D

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N A

S H

L E T

E N

N E

S S

E E

U P

P E

R C

U M

B E

R L

A N

D R

E R B

A S

L O

C A

L P

R O

T E

C T

N P

R O J E

C T

D L E

S B

O R

B E

L L C

O U

N T

K E

N T

U C

K Y

D L E

S B

O R

O C

H A

N N

E L C

L E

A R

A N

S I

S T

A T

C R

O S

S S

E C

N S

C .d g n

C-317

Q E -6

D B

A D

D F

L O

O D

W A

Y L

E V

E E T

O E

E N

A M

D E

S C

2 3

4 5

M A

R K

A P

P R

P L

O T S

C A

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M A

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D E

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E A

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®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

Sheet

R E

D W

N B

Z D

C K

D B

D A

T E

B E

N J

A M

R O

H R

B A

C H

S U

B M

T E

D B

Z A

C H

A R

Y D

A R

R E

L L B

R O

C K

D E

N E

D B

W P -2

-B -0

S O

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N N

W P -2

-C -0

C O

N T

R A

C T N

READY TO ADVERTISE (RTA)

E N

U M

B E

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

64+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

66+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

68+00

E L E

V A

E L E

V A

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

70+00

E L E

V A

3H:1V (TYP.)

EXISTING GROUND (TYP.)

EXCAVATED GRADE (TYP.)

(APPROXIMATE)

12" SEWER LINE

(APPROXIMATE)

12" SEWER LINE

(APPROXIMATE)

12" SEWER LINE

(APPROXIMATE)

12" SEWER LINE

(APPROXIMATE)

8" GAS LINE

(APPROXIMATE)

8" GAS LINE

(APPROXIMATE)

8" GAS LINE

(APPROXIMATE)

8" GAS LINE

BASELINE STATIONING (TYP.) BASELINE (TYP.)

ELEV: 1143.30

OFF: -191.30

ELEV: 1143.30

OFF: -105.71

ELEV: 1143.30

OFF: -102.42

ELEV: 1144.38

OFF: -190.82

ELEV: 1143.11

OFF: -116.56

ELEV: 1143.30

OFF: -146.21

ELEV: 1143.76

OFF: -192.21

ELEV: 1143.76

OFF: -144.61

ELEV: 1143.11

OFF: -122.53

ELEV: 1144.38

OFF: -91.11

ELEV: 1144.38

OFF: -93.95

ELEV: 1144.38

OFF: -133.96

ELEV: 1143.11

OFF: -201.28

ELEV: 1143.76

OFF: -96.06

ELEV: 1143.76

OFF: -93.12

ELEV: 1143.11

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File details come from the government source that posted it. Updated Aug 27, 2021.