Subset of 60 percent Plans for Industry Days_Part 1A.pdf

PDF 42 MB Posted Oct 15, 2025

Attached to: Lower Mud River FRM Project, Milton, WV-Huntington District, USACE
Solicitation number: W91237-25-SB-SN03
Issued by: Department of the Army Corps of Engineers Engineering District Huntington

About this file

Written by GovTribe AI · Oct 15, 2025

These documents represent 60% design plans for the Lower Mud River Flood Risk Management (FRM) Project in Milton, West Virginia, prepared by the U.S. Army Corps of Engineers Huntington District. The comprehensive set of technical drawings and plans covers multiple aspects of the project, including site layout, contractor work limits, clearing limits, demolition plans, and erosion and sediment control strategies across seven sheets.

The project involves extensive infrastructure modifications, including removing existing utilities, fences, roads, and structures within the project area, constructing new levees, relocating channels, and implementing comprehensive environmental controls. Key project components include borrow areas, a pump station, floodwall construction, channel modifications, and utility relocations. An Industry Day is scheduled for October 21, 2025, at 9:00 AM in Milton, WV, where potential contractors can receive detailed project information, participate in a site visit, and schedule individual meetings with the project delivery team. Registration is encouraged but not mandatory, with a deadline of October 20, 2025, at noon.

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Other files

File	Type	Posted
Subset of 60 percent Plans for Industry Days_Part 3.pdf	PDF	Oct 15, 2025
Subset of 60 percent Plans for Industry Days_Part 2.pdf	PDF	Oct 15, 2025
Subset of 60 percent Plans for Industry Days_Part 1B.pdf	PDF	Oct 15, 2025
Lower Mud Industry Days October 2025.pdf	PDF	Oct 9, 2025
Lower Mud River FRM Industry Day Questions.pdf	PDF	Oct 9, 2025

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Huntington District of Engineers

US Army Corps

ER 1110-1-8152.

WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY

INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS

SIGNATURES AND REGISTRATION DESIGNATIONS OF

OF THE U. S. ARMY CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE HUNTINGTON DISTRICT

MARCH 2025

Chief, Electrical & Mechanical Section (ECD-E)

Matthew B. Kisling, P.E.

Chief, Geotechnical Engineering Section (ECD-G)

Andrea L. Marcum, P.E.

Chief, Structural Section (ECD-S)

Jonathan, D. Bartusiak, P.E.

Chief, Civil Design Section (ECD-C)

Matthew W. Clark, P.E.

Chief, Engineering & Construction Division (EC)

Dennis E. Hughes, P.E.

60% DQC REVIEW

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Architect All documents are considered DRAFT only. Differences will exist between these plans and the future construction documents. The Government makes no representation regarding the accuracy or completeness of these plans.

These drawings are provided for the planned Industry Day for the Lower Mud River, FRM Project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government

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DRAFT

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DRAFT ONLY FOR INDUSTRY DAY

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HUNTINGTON DISTRICT BOUNDARY

MILTON FRM

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PROJECT LOCATION

HUNTINGTON DISTRICT MAP

NOT TO SCALE

NOT TO SCALE NOT TO SCALE

NOT TO SCALE

AREA MAP

SITE MAPVICINITY MAP

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WEST VIRGINIA

KENTUCKY

FLOW

PROJECT AREA

MILTON, WEST VIRGINIA

LOWER M

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HUNTINGTON

CHARLESTON

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21) ALL NEW MAIN LINE AND HYDRANT WATCH VALVES ARE TO BE DIRECTLY ANCHORED TO THE TEE

AND BE ANCHOR TYPE FITTINGS.

22) TAPPING SLEEVES ARE TO BE FORD METER BOX STYLE FTSS OR JVS EQUIVALENT.

23) ALL GATE VALVES SHALL BE DUCTILE IRON RESILIENT WEDGE TWO HUNDRED AND FIFTY (250)

POUNDS PER SQUARE INCH (PSI) WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF

ANSI/AWWA C509.

24) VALVE BOXES ARE TO BE DUCTILE IRON TWO-PIECE SCREW TYPE FOR MAIN VALVES, WATCH

VALVES, AND CURB BOXES. VALVE BOXES ARE TO BE HEAVY DUTY IF LOCATED IN PAVED AREAS.

FOR A STANDARD DETAIL, REFER TO UT_CU502.

25) FOR WATER SERVICE TAPS, THE WATER MAIN CONNECTION SHALL BE MADE USING A

CORPORATION STOP MEETING ALL REQUIREMENTS OF AWWA C800. CURB VALVES SHALL BE BALL

VALVES MEETING ALL REQUIREMENTS OF AWWA C800.

26) WATER SERVICE BOXES ARE TO BE LOCATED IN PAIRS ALONG PROPERTY LINE. 5’ APART AND 2’

OUTSIDE THE RIGHT-OF-WAY LINE.

27) ALL WATER LINES SHALL BE TESTED (AWWA 600) AND STERILIZED (AWWA C651) BY THE

CONTRACTOR IN ACCORDANCE WITH THE CITY OF MILTON AND AWWA SPECIFICATIONS. TESTING

SHALL BE DONE UNDER THE SUPERVISION OF THE CITY ENGINEER OR HIS AUTHORIZED

REPRESENTATIVE AT THE CONTRACTOR’S EXPENSE.

28) WHEN REQUIRED, THE METER PIT INCLUDING ALL PIPING, FITTINGS, EQUIPMENT, AND

APPURTENANCES ARE SUBJECT TO APPROVAL BY THE CITY OF MILTON PRIOR TO INSTALLATION.

METER PITS UNABLE TO BE PROVIDED WITH A GRAVITY FLOOR DRAIN MUST BE EQUIPPED WITH A

SUMP PUMP. SUMP CROCKS ARE NOT RECOMMENDED IN THE BASE OF METER PITS.

29) THE PRESSURE REQUIRED TO PERFORM HYDROSTATIC TESTING ON WATER LINES MUST BE 150

PSI FOR DOMESTIC LINES AND 200 PSI FOR FIRE SUPPRESSION LINES (PER NFPA 13).

30) CONTRACTOR SHALL PERFORM "CHLORINATION" OF WATER SYSTEM (EACH PHASE) AND SUBMIT COPIES OF TWO (2) APPROVED SAMPLES TO DIVISION OF WATER BEFORE THE WATER SYSTEM IS

PUT INTO SERVICE OR BUILDING SERVICES ARE INSTALLED.

31) CONTRACTOR SHALL BE RESPONSIBLE FOR SPECIAL BACKFILL MATERIAL FOR ALL LINES, WHERE

REQUIRED BY THE CITY OF MILTON OR WEST VIRGINIA DEPARTMENT OF TRANSPORTATION.

32) FIRE HYDRANTS:

- DEAD-END WATER VALVES SHALL TERMINATE WITH A FIRE HYDRANT AND A WATCH VALVE

FOLLOWED BY A MAIN LINE VALVE AND AN ADDITIONAL SECTION OF WATER LINE PLUGGED

AND BLOCKED PER THE STANDARD DRAWING.

- FIRE HYDRANTS SHALL BE DRY-BARREL CONSTRUCTION WITH TRAFFIC BREAK FEATURE

WITH A WATCH VALVE DIRECTLY MOUNTED TO AN ANCHOR TEE. ALL PIPING BETWEEN

WATCH VALVE AND HYDRANT SHALL BE ANCHOR TYPE FITTINGS. ALL SAFETY CHAINS ARE

TO BE REMOVED FROM HYDRANTS. ALL FIRE HYDRANTS WILL MEET AWWA STANDARD C-

502.

- ALL FIRE HYDRANTS SHALL BE PAINTED RED WITH WHITE CAPS AND BONNETS.

- ALL FIRE HYDRANTS SHALL CONFORM TO C.C.M.S. ITEM 809., WITH TWO ADDITIONAL2 1/2"

OUTLETS AND GIVE SPECIAL ATTENTION TO 809.02.11.

- THE CONTRACTOR IS HEREBY NOTIFIED THAT THE USE OF FIRE HYDRANTS WILL NOT BE

PERMITTED AND THAT THE USE OF FIRE HYDRANTS WILL RESULT IN THE CONTRACTOR’S

PROSECUTION FOR THEFT OF A PUBLIC UTILITY. THE CONTRACTOR SHALL COORDINATE

WITH THE CITY OF MILTON TO ACCESS THE CITY’S WATER SUPPLY.

PROJECT NOTES

1) THE CONTRACTOR WORK LIMITS (CWL) ARE SHOWN FROM SHEETS CS109 TO CS114, CERTAIN

AREAS WITHIN THE CWL AND ADJACENT TO THE CWL ARE SHOWN AS LIMITED WORK LIMITS (LWL).

THESE AREAS ARE SUBJECT TO CERTAIN RESTRICTIONS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR MARKING THE BOUNDARIES OF ALL LWL AREAS AS NECESSARY TO PREVENT

UNAUTHORIZED WORK OR ACCESS TO THESE AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY

TO ENFORCE THESE RESTRICTIONS AGAINST UNAUTHORIZED USE BY THE CONTRACTOR'S

PERSONNEL, THE PUBLIC AND OTHER CONTRACTORS. AT A MINIMUM TEMPORARY

CONSTRUCTION FENCE SHALL BE USED IN AREAS WHERE THE CHAIN LINK FENCE IS NOT

REQUIRED. CONTRACTOR SHALL PREPARE A FENCING PLAN TO ENSURE PUBLIC SAFETY FROM

CONSTRUCTION AREAS FOR GOVERNMENT APPROVAL.

2) CERTAIN AREAS WITHIN THE CWL MAY BE LABELED AS EXCLUDED AREAS. NO WORK SHALL BE

PERFORMED WITHIN THESE LIMITS.

3) CONSTRUCTION EQUIPMENT, MATERIALS, AND VEHICLES IN USE DURING WORKING HOURS

SHALL NOT BE PARKED OR STORED ANY CLOSER THAN TEN (10) FEET TO THE EDGE OF THE

LOCAL TRAFFIC ACCESS ROUTE, UNLESS BEHIND DRUMS OR TEMPORARY CONCRETE BARRIER.

4) CONTRACTOR SHALL SUBMIT A FENCE PLAN TO INCLUDE:

- LIMITS OF FENCING

- MATERIAL TYPE

- GATES

- FENCE HEIGHTS

- FENCE WITH BARBWIRE TOP TREATMENT

5) PRIOR TO COMMENCEMENT OF DEMOLITION, THE CONTRACTOR SHALL SUBMIT A DEMOLITION

PLAN TO THE COR FOR APPROVAL AND IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

6) THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS OF FEATURES BEING DEMOLISHED AND OR

REMOVED SO THAT RECONDITIONING AND OR REPLACEMENT OF THESE FEATURES CAN BE

RECONSTRUCTED ACCORDINGLY OR REPLACED IN LIKE KIND.

7) FOR ANY FEATURES OR SURFACE MATERIALS ENCOUNTERED DURING CONSTRUCTION AND OR

DEMOLITION THAT HAVE NOT BEEN REPRESENTED ON THESE PLANS, THE CONTRACTOR SHALL

HAVE APPROVAL FROM THE USACE CONTRACTING OFFICER BEFORE REMOVING AND OR

DEMOLITION CAN TAKE PLACE.

8) FURNISH A DRAINAGE DISCHARGE CONTINUANCE FOR ANY DRAINAGE DISCHARGE DISTURBED

BY THE WORK AND NOT SHOWN IN THE PLANS. THE LOCATION, TYPE (CONDUIT OR SWALE), SIZE

AND GRADE OF THE DRAINAGE DISCHARGE CONTINUANCE (CONDUIT OR SWALE) SHALL BE OF

EQUAL SIZE OR LARGER OF THE EXISTING. FURNISH A WELL GRADED TRANSITION BETWEEN THE

DITCH AND THE SWALE WHEN OUTLETTING A SWALE TO A DITCH. FURNISH A HEADWALL AND

EROSION CONTROL PAD AS SHOWN ON SHEET FIO112 WHEN OUTLETTING A CONDUIT TO A DITCH.

FURNISH A DRILLED CORE HOLE WHEN OUTLETTING INTO A STORM SEWER OR DRAINAGE

STRUCTURE. PAYMENT FOR ALL OPERATIONS DESCRIBED ABOVE INCLUDING ALL LABOR, TOOLS, EQUIPMENT, AND MATERIALS NECESSARY TO COMPLETE THE WORK SHALL BE INCIDENTAL TO

THE STORM SEWER BID ITEMS.

ROADWAY GENERAL NOTES

1) NON-RUBBER TIRED VEHICLES SHALL NOT BE MOVED ON PUBLIC STREETS. EXCEPTIONS MAY BE

GRANTED BY THE COUNTY ENGINEER WHERE SHORT DISTANCES AND SPECIAL CIRCUMSTANCES

ARE INVOLVED. GRANTING OF EXCEPTIONS MUST BE IN WRITING, AND ANY DAMAGE MUST BE

REPAIRED TO THE SATISFACTION OF THE CONTRACTING OFFICER.

2) CITY STREETS ARE TO BE KEPT CLEAN AND FREE FROM MUD, STONE, DIRT, ETC. A TEMPORARY WASHOUT STATION AND CONSTRUCTION ENTRANCE COMPRISED OF A 12’x70’ MAT MADE UP OF

COURSE AGGREGATE, IS TO BE MAINTAINED AT ALL SITE ENTRANCES.

3) ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED, AND REMOVED

BY THE CONTRACTOR IN ACCORDANCE WITH THE MUTCD AND WVDOT TRAFFIC CONTROL

MANUALS.

4) LANE RESTRICTIONS OR CLOSURES REQUIRED MUST BE APPROVED BY THE CONTRACTING

OFFICER A MINIMUM OF THIRTY (30) DAYS PRIOR TO ANY WORK BEING PERFORMED. OTHERWISE, TRAFFIC LANES SHALL BE FULLY OPEN TO TRAFFIC AT ALL TIMES AND INGRESS AND EGRESS

SHALL BE MAINTAINED TO PUBLIC AND PRIVATE PROPERTY. THE CONTRACTOR IS RESPONSE FOR

ALL PERMITS AND COORDINATION WITH THE WVDOH, THE CITY OF MILTON, AND ALL OTHER

APPLICABLE AGENCIES PRIOR TO SUBMISSION OF A NEW TRAFFIC CONTROL PLAN.

5) THE ROADWAY SHALL NOT BE OPENED TO NON-CONSTRUCTION TRAFFIC UNTIL THE CRITICAL

PERMANENT TRAFFIC CONTROLS ARE IN PLACE, OR UNTIL TEMPORARY TRAFFIC CONTROLS

APPROVED BY THE ENGINEER, ARE INSTALLED. THE CRITICAL PERMANENT TRAFFIC CONTROLS

ARE STOP, YIELD, ONE WAY, DO NOT ENTER AND RESTRICTED TURN SIGNS. OTHER CRITICAL

SIGNS MAY BE NOTED ON THE PLANS AS WELL. THE CONTRACTOR ASSUMES ALL LIABILITY FOR

THE PREMATURE REMOVAL OF TEMPORARY TRAFFIC CONTROLS.

6) ANY WORK DONE BY WVDOT OR THE CITY OF MILTON, INCLUDING THE INSTALLATION,

RELOCATION, REMOVAL AND/OR REPLACEMENT OF PERMANENT TRAFFIC CONTROL DEVICES AS A

RESULT OF WORK DONE BY THE CONTRACTOR OR AS A RESULT OF NEGLIGENCE OF THE

CONTRACTOR SHALL BE AT THE EXPENSE OF THE CONTRACTOR.

7) WHENEVER YELLOW CENTERLINES OR TURN-LANE LINES ARE PAVED OVER, REMOVED, OR

OTHERWISE UNSERVICEABLE, THE CONTRACTOR SHALL INSTALL CLASS II TEMPORARY STRIPING (MINIMUM 4' LONG SEGMENTS). TEMPORARY PAINT SHALL BE USED ON ALL MILLED SURFACES.

TEMPORARY TAPE SHALL BE USED ON ALL FINAL COURSES OF ASPHALT. PAINT OR TAPE MAY BE

USED ON INTERMEDIATE COURSES OF ASPHALT. IF APPROVED BY THE CONTRACTING OFFICER,

DRUMS WITH STEADY BURNING TYPE C LIGHTS AND "KEEP RIGHT" SIGNS MAY BE SUBSTITUTED

FOR CENTERLINE MARKINGS.

8) WHERE NECESSARY TO DISTURB PAVEMENTS OR DRIVES, THE PAVEMENT SHALL BE SAW CUT

FULL DEPTH IN NEAT, STRAIGHT LINES. IF, DURING CONSTRUCTION, THE PAVEMENT IS DAMAGED

BEYOND THE ORIGINAL SAW CUT, THE PAVEMENT SHALL BE RE-CUT TO NEAT LINES.

9) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND SAFE MOVEMENT OF

PEDESTRIANS THROUGH, AROUND, OR DETOURED AWAY FROM THE CONSTRUCTION SITE.

TRAFFIC CONTROL FOR PEDESTRIAN MOVEMENTS SHALL BE AS PER WVDOT SPECIFICATIONS.

WATER GENERAL NOTES CONT.

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SHEET ON WHICH

SHOWN

STANDARD DETAIL IS

SHEET ON WHICH

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STORM SEWER - EXISTING

SANITARY SEWER - EXISTING

SANITARY SEWER - PROPOSED

SANITARY MANHOLE

STORM SEWER - PROPOSED

DITCH OR SWALE

SURFACE DRAINAGE FLOW

CATCH BASIN OR DROP INLET

STORM MANHOLE

CULVERT END

HEADWALL

DIRECTION OF FLOW

NEW RELIEF WELL

SILT FENCE

WATER LINE - EXISTING

WATER LINE - PROPOSED

GAS LINE - EXISTING

GAS LINE - PROPOSED

FIBER OPTIC PROPOSED

FIBER OPTIC EXISTING

CABLE TV - EXISTING

CABLE TV - PROPOSED/RELOCATED/TO BE RAISED

ELECTRIC - EXISTING

ELECTRIC - PROPOSED/RELOCATED/TO BE RAISED

TELEPHONE/COMMUNICATION - EXISTING

TO BE RAISED

TELEPHONE/COMMUNICATION - PROPOSED/RELOCATED/

GAS METER

WATER METER

CURB

UNIMPROVED ROAD

TRAIL

RAILROAD

US HIGHWAY

STATE HIGHWAY

INTERSTATE HIGHWAY

GUARDRAIL

IN SITU ROCK

EXISTING GROUND

FINISHED GRADE

UNIFORM SLOPE DESIGNATON

STONE SLOPE PROTECTION LIMITS (PLAN)

IRON PIN AND CAP

RAILROAD SPIKE

SPOT ELEVATION LOCATOR

LIGHT ON POWER POLE

GPS MONUMENT

CWL AND LWL COORDINATE POINT

CORE DRILL HOLE DRILLED

CONTROL POINT

MONUMENT

CORE DRILL HOLE UNDRILLED

EXISTING RELIEF WELL

CONTRACTOR WORK LIMITS

RIGHT OF WAY

CENTERLINE, BASELINE OR AXIS

CONCRETE

GRAVEL

GROUT

PHANTOM LINE

WOODEN HUB

TRANSMISSION TOWER

FLOOD GATE

STREET LIGHT

GUY WIRE

CENTERLINE

SIGN POST

FIRE HYDRANT

LIGHT POLE

TRANSFORMER

TRAFFIC SIGNAL

MAIL BOX

POST

POWER POLE

EDGE OF WATER

SWAMP

CORPORATE BOUNDARY LIMITS

FENCE

TREELINE

BRUSH LINE

TREE / BUSH

TREE WITH BASE

TANKS

POINT OF CURVATURE

POINT OF INTERSECTION

PLATE OR PROPERTY LINE

ON CENTER

OUTSIDE DIAMETER

OUTSIDE FACE

OPENING

OPPOSITE

OUNCE

REINFORCED CONCRETE PIPE

REINFORCING

REQUIRED

ROOF FRAME

RIGHT

SOUTH

SECTION

SQUARE FEET

OPG

OPP

PSI

PSF

QUAN

RCP

REINF

REQ'D

SECT

PROJ

RGC RIGID GALVANIZED CONDUIT

POB POINT OF BEGINNING

POE

POT

OP OVERHEAD POWER

RADIUS

ROAD

SAN

PVC

AMERICAN CONCRETE INSTITUTE

ALTERNATE

ALUMINUM

AMERICAN WATER WORKS ASSOC.

BENCH MARK

CENTERS

CENTERLINE

CONSTRUCTION JOINT

CLEAR

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

CORROSION RESISTANCE STEEL

CUBIC YARD

DROP INLET

DIAMETER

DIMENSION

DRAWING

ACI

ALT

ALUM

AWWA

COL

CONC

CONST

CONT

CRS

LWL

DIP

DIA

DIM

DWG

CTRS

CL, CLR

CC CENTER TO CENTER

CMP CORRUGATED METAL PIPE

CHANNEL

AVE AVENUE

CR COUNTY ROUTE

ACMP ALUMINIZED CORRUGATED METAL PIPE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

QUANTITY

PROJECTION

POINT OF TANGENCY

POINT OF ENDING

POLYVINYL CHLORIDE PIPE

B,BOT BOTTOM

BCCMP

METAL PIPE

BITUMINOUS COATED CORRUGATED

SHEET

SIMILAR

SPACES

SQUARE

STATION

STANDARD

STIRRUPS

STEEL

STRAIGHT, STRUCTURAL

SQUARE YARD

SYMMETRICAL

TOP OR TREAD

TOP OF EXCAVATION

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

VARIES

VERTICAL CURVE

VERTICAL POINT OF TANGENCY

VERTICAL POINT OF CURVATURE

VERTICAL POINT OF INTERSECTION

SHT

SIM

SPC

STA

STD

STIR

STL

STR

SYM

TOE

TYP

UNO

V, VERT

VAR

VPT

VPC

VPI

STAINLESS STEEL, SIDE SLOPE

UP UNDERGROUND POWER

SR STATE ROUTE

TOP OF SLAB

TOC

TOS

TOP OF CONCRETE, TOP OF CASTING

EAST

EACH

EACH FACE

EXPANSION JOINT

ELEVATION

EQUAL

EACH WAY

EXISTING

EXPANSION

FINISHED

FEET, FOOT

GAUGE OR GAGE

GALVANIZED

HORIZONTAL

INSIDE FACE

ISOLATION JOINT

INVERT

IRON PIN

JOINT

POUND

TENSILE DEVELOPMENT LENGTH

LEFT

EJFS

EL, ELEV

EX, EXIST

EXP

FIN

GALV

H, HORIZ

INV

EXPANSION JOINT FILLER STRIP

LLH LONG LEG HORIZONTAL

HEX HD HEXAGONAL HEAD

GRD GROUND

ELE

EOR

ELECTRICAL

EDGE OF ROAD

HIGH STRENGTH

MAXIMUM

MANHOLE

MINIMUM

MARK

NORTH

NUMBER

MAX

MIN

MJ MECHANICAL JOINT

#, NO

ELECTRIC MANHOLE

PAVED ROAD EDGE

LIMITED WORK LIMITS

HAZARDOUS MATERIALS

DEMOLITION LINE

DUCTILE IRON PIPE

SANITARY SEWER

STORM DRAINAGE

WESTW

CWL CONTRACTOR'S WORK LIMITS

LIMITED WORK LIMITS

CATV

SAN

COM

CATV

R/W

HAZ

WATER VALVE

GAS VALVEGV

RR SPIKE

DEMOLITION LINE

T PIEZOMETER

SANITARY SEWER FORCEMAINSS

CONSTRUCTION EASEMENTC/E

SANITARY

DRAINAGE

MAPPING ABBREVIATIONSROADS AND RAILWAYS

EARTHWORK

SURVEY SYMBOLS

UTILITIES

GEOTECHNICAL SYMBOLS

SECTION DESIGNATIONS

GENERAL LEGEND

LEVEE TOE DRAIN

HORIZONTAL/VERTICAL CONTROL

HORIZONTAL CONTROL

FLOW DIRECTION ARROW

BORROW AREA LIMIT LINE

T PROPOSED PIEZOMETER

DEMOLITION REFRENCE NUMBER

CONTRACTOR WORK LIMIT COORDINATE

DBH DIAMETER BREAST HEIGHT

G GAS VAULT

WATER VAULT

WATERLINEW

COR

REPRESENTATIVE (USACE)

CONTRACTING OFFICER

SLOPE ARROW

CLEARING LIMITS

UTILITIES ITEMS TO BE DEMOLISHED

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

X-###

H1ECXJBF

W .S

A N

T O

N W

V F

R M

L O

W E

R M

U D

E R

T O

N W

M U

D R

N T

T O

N W

E S

T V

T H

S T

H U

N T

T O

N D

O V

E R

A L

L P

R O

J E

C T

E P

CS101

M L

T N

W V

RIVER ACCESS

YATES CROSSING

WORK LIMITS

CONTRACTOR

RIVER ACCESS

ELECTRIC ROAD

1 EAST

BORROW AREA

MODIFICATION

CHANNEL

1 WEST

BORROW AREA

PROTECTION

LINE OF

STRUCTURE

CLOSURE

RELOCATION

CHANNEL

PROTECTION

LINE OF

AREA 2

BORROW

WORK LIMITS

CONTRACTOR

BORROW AREA 3

E: 1,648,871.938

N: 523,596.919

G1/G2 USACE DISK-27/4 2019

E: 1,646,373.828

N: 525,017.278

USACE DISK-25/9-4E: 1,644,475.861

N: 524,303.822

G1/G2 USACE DISK-27/3 2019

E: 1,643,584.399

N: 523,072.929

G1/G2 USACE DISK-27/1 2019

E: 1,642,436.341

N: 524,157.391

G1/G2 USACE DISK-27/2 2019

E: 1,642,326.674

N: 523,919.765

SURVEY SPIKE

INTERSTATE

WORK LIMITS

CONTRACTOR

BORROW AREA 5

CONSTRUCTION OFFICE

SUGGESTED TEMPORARY

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

OVERALL PROJECT SITE PLAN

1"=1000'SCALE: 0 2000'1000'

4. FOR ACCESS ROAD TYPICAL SECTIONS, SEE SHEET LP_CS302.

AND AR_CS118.

FOR ACCESS ROADS GEOMETRIC LAYOUTS, SEE SHEETS AR_CS100, AR_CS109, AR_CS1153.

2. FOR LEVEE TYPICAL SECTIONS, SEE SHEET LP_CS301 - LP_CS304.

FOR LINE OF PROTECTION GEOMETRIC LAYOUT, SEE SHEET LP_CS101.1.

NOTES

CONTRACTOR WORK LIMITS

LEGEND

LIMITED WORK LIMITS

D C

E A

U D

H1ECXJBF

T O

N W

V F

R M

L O

W E

R M

U D

E R

T O

N W

M U

D R

N T

T O

N W

E S

T V

T H

S T

H U

N T

T O

N D

E P

L A

O V

E R

A L

L L

O F

P R

O T

E C

CS102

J W

M L

T N

W V

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

STRUCTURE

CLOSURE

FLOODWALL

PUMP STATION

NEWMANS BRANCH

RELOCATION

CHANNEL

LEVEE

L B

L E

N K

O D

SPOIL AREA

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

PERRY

MORRIS

SQUARE

HT HACKNEY

INTERSTATE

BORROW AREA 2

MUD RIVER

FLOW

BORROW

AREA 1 EAST

BORROW

AREA 1 WEST

PUMP STATION

JOHNS BRANCH

FLOODWALL

MILTON

PLAZA

LAGOON

EXCAVATION

PONDING AREA

DAMON AVENUE

LEVEE

E R

MUD

ACCESS ROAD

MAINTENANCE

PONDING AREA

JOHNS BRANCH

PONDING AREA

NEWMANS BRANCH

VEE

FIELD OFFICE

GOVERNMENT

TYPICAL

MODIFICATION

CHANNEL

TYPICAL

MODIFICATION

CHANNEL

TYPICAL

MODIFICATION

CHANNEL

TYPICAL

MODIFICATION

CHANNEL

RIVER ACCESS

ELECTRIC ROAD

L P

0 L

L P

OVERALL LINE OF PROTECTION SITE PLAN

1"=300'SCALE: 600'0 300'

4. FOR CHANNEL MODIFICATIONS, SEE SHEETS CM_CS101 - CM_CS381.

FOR CHANNEL RELOCATION PLAN AND PROFILE, SEE SHEET CR_CS101.3.

2. FOR LEVEE TYPICAL SECTIONS, SEE SHEETS LP_CS301 - LP_CS304.

FOR LINE OF PROTECTION GEOMETRIC LAYOUT, SEE SHEET LP_CS101.1.

NOTES

CONTRACTOR WORK LIMITS

LEGEND

LIMITED WORK LIMITS

H1ECXJBF

T O

N W

V F

R M

L O

W E

R M

U D

E R

T O

N W

M U

D R

N T

T O

N W

E S

T V

T H

S T

H U

N T

T O

N D

S T

P T

O S

T A

E P

L A

E O

F P

R O

T E

C T

CS103

D L

M L

T N

W V

EX. CHANNEL LIMITS

IMPROVEMENTS

ENTRANCE

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

W .S

STRUCTURE

CLOSURE

FLOODWALL

PUMP STATION

NEWMANS BRANCH

LEVEE

ACCESS ROAD

RIVERS EDGE DRIVE

ACCESS RAMP

RIVERS EDGE DRIVE

RAMP

ACCESS

WEST

L B

L E

N K

O D

ROAD

WEST ACCESS

SPOIL AREA

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

SYSTEM

WESTERN DRAINAGE

DRAINAGE SYSTEM

RIVERS EDGE DRIVE

BORROW

AREA 1 WEST

RELOCATION

SANITARY SEWER

RELOCATION

SANITARY SEWER

RELOCATION

SANITARY SEWER

RELOCATION

WATERLINE RELOCATION

SANITARY SEWER

NEWMANS BRANCH

PONDING AREA

LEVEE

LAGOON

EXCAVATION

LEVEE

BORROW

AREA 1 EAST

MODIFICATION

CHANNEL

ACCESS ROAD

ABBOTT LANE

MODIFICATION

CHANNEL

MODIFICATION

CHANNEL

MODIFICATION

CHANNEL

OUTLET CHANNEL

PUMP STATION

NEWMANS BRANCH

CHANNEL MODIFICATION

VEE

FIELD OFFICE

GOVERNMENT

LIMITS

LIMITED WORK

ACCESS ROAD

MAINTENANCE

L P

CHANNEL

O D

CONTRACTOR WORK LIMITS

SECTION

OVERTOPPING

LINE OF PROTECTION SITE PLAN

1"=200'SCALE:

M A

T C

H L

S T

P S

E E

S H

E E

T C

M U

E R

F L O

400'0 200'

4. FOR ACCESS ROAD TYPICAL SECTIONS, SEE SHEET LP_CS302.

AR_CS106, AR_CS109, AR_CS115 AND AR_CS118.

FOR ACCESS ROADS GEOMETRIC LAYOUTS, SEE SHEETS AR_CS100,3.

2. FOR LEVEE TYPICAL SECTIONS, SEE SHEET LP_CS301 - LP_CS304.

FOR LINE OF PROTECTION GEOMETRIC LAYOUT, SEE SHEET LP_CS101.1.

NOTES

CONTRACTOR WORK LIMITS

LEGEND

LIMITED WORK LIMITS

H1ECXJBF

A N

T O

N W

V F

R M

L O

W E

R M

U D

E R

T O

N W

M U

D R

N T

T O

N W

E S

T V

T H

S T

H U

N T

T O

N D

S T

P T

O S

T A

E P

L A

E O

F P

R O

T E

C T

CS104

D L

M L

T N

W V

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

RAMP

EAST ACCESS

LEVEE

INTAKE

RAW WATER

ROCK RAMP

WEIR WITH

LOW FLOW

CULVERT

7' X 7' BOX

CONTRACTOR WORK LIMITS

PERRY

MORRIS

SQUARE

HT HACKNEY

INTERSTATE

BORROW AREA 2

EX. MUD RIVER

RELOCATION

SANITARY SEWER

LEVEE

MILTON PLAZA

RIVER

MUD

ROAD

EAST ACCESS

JOHNS BRANCH

PONDING AREA

PARKING AREA

PUMP STATION

JOHNS BRANCH

LIMITED WORK LIMITS

SYSTEM

EASTERN DRAINAGE

CHANNEL RELOCATION

PONDING AREA

DAMON AVENUE

FLOODWALL

L P

0 L

L P

EX. MUD RIVER

LIMITS

CHANNEL PLUG

MODIFICATION

CHANNEL

MODIFICATION

CHANNEL

MODIFICATION

CHANNEL

MODIFICATION

CHANNEL

MODIFICATION

CHANNEL

MODIFICATION

CHANNEL

SHEETPILE

SQUARE DRAINAGE

PERRY MORRIS

LINE OF PROTECTION SITE PLAN

1"=200'SCALE: 400'0 200'

M A

T C

H L

S T

P S

E E

S H

E E

T C

4. FOR ACCESS ROAD TYPICAL SECTIONS, SEE SHEET LP_CS302

AR_CS106, AR_CS109, AR_CS115 AND AR_CS118

FOR ACCESS ROADS GEOMETRIC LAYOUTS, SEE SHEETS AR_CS100,3.

2. FOR LEVEE TYPICAL SECTIONS, SEE SHEET LP_CS301 - LP_CS304

FOR LINE OF PROTECTION GEOMETRIC LAYOUT, SEE SHEET LP_CS1011.

NOTES

CONTRACTOR WORK LIMITS

LEGEND

LIMITED WORK LIMITS

H1ECXJBF

580 5

580580

5 585

0 590590

600600

0 61

62062

5 62

0 63

630630

0700700

795 800805

630625620615 605600595590585580

FORK

580 585 5 0 595

600 605 610 620 625 630

595590585

W.E. 571.7

595 590

INDIAN

FORK

BILLBOARD

C B

CONTRACTOR WORK LIMITS

SCALE: 1"=200'

A N

T O

N W

V F

R M

L O

W E

R M

U D

E R

T O

N W

M U

D R

N T

T O

N W

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T V

T H

S T

H U

N T

T O

N D

S H

E E

O F

C O

N T

R A

C T

O R

W O

R K

CS109

M L

T N

W V

LWL-14

LWL-17

LWL-15

LWL-16

C-1

C-2

C-3

C-4

C-5

C-9 C-10

C-11

C-12

C-13

C-14

C-15

C-16

C-17

C-18

C-19

C-20

C-21

C-22

C-23

C-24

C-25

C-26

C-27

C-28

C-29

C-30

C-32

C-38

C-39

C-41

C-42

C-6 C-7 C-8

C-33C-34

C-35

C-36

C-37

LWL-11

LWL-10

LWL-9

LWL-8

LWL-7

LWL-6LWL-5

LWL-4

LWL-3

LWL-2

LWL-1

C-40

C-31

LWL-12

LWL-13

LWL-A

LWL-B

LWL - Q

LWL-124

LWL-125

LWL-126

LWL-127

LWL-128

400'0 200'

NOTES

CONTRACTOR WORK LIMITS

1. FOR CONTRACTOR AND LIMITED WORK LIMITS

POINT TABLE, SEE SHEETS CS114 & CS115.

LEGEND

FLOW

KILGORE CREEK

LGORE

CREEK

M O

R R

E M

O R

L R

O A

ELS

S T

O N

E S

T R

E E

KILGORE CREEK ROAD

INTERSTATE64

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

LIMITED WORK LIMITS

BORROW AREA 3

H1ECXJBF

W W

INDIA

FORK

5 5

0 570

0 57

057057

05705

0 570

575575

5 57

557557

V-3101

578.47

580 5

0 580

58058

0 57

0 575

0 580

580 5

580580

HV-3121

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HV-3091

583.01

5 585

V-

02 59 6.

0 600

610 6

625625

V-

C B

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630625620615 605600595590585580

FORK

580 585 5 0 595

600 605 610 620 625 630

0 L P

L P

0 L

P 0 L

L P

116+00

117+00

118+00

L P

0 L

P 0 L

L P

A N

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N T

T O

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T V

T H

S T

H U

N T

T O

N D

SCALE: 1"=200'

CONTRACTOR WORK LIMITS

M W

S H

E E

O F

C O

N T

R A

C T

O R

W O

R K

CS110

L T

N W

V C

S .d

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

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R A

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N O

S O

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D A

T E

S I Z

M A

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D E

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N D

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SHEET ID

®of Engineers

US Army Corps

U .S

R M

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O R

P S

O F

E N

E E

R S

G1/G2 USACE

DISK-27/3 2019

N: 524,303.822

E: 1,644,475.861

USACE DISK-25/9-4

N: 525,017.278

E: 1,646,373.828

G1/G2 USACE DISK-27/4 2019

N: 523,596.919

E: 1,648,871.938

A-1

A-2

A-3

A-4

A-5

A-6

A-7

A-8

A-9 A-10

A-11

A-12

A-13

A-14

A-15

A-16

A-17

A-18

A-19

A-20 A-21

A-22

A-23

A-24

A-102

A-105

A-106

A-107

A-108

A-110 A-111

A-112

A-113A-114

A-115

A-116 A-117A-118

A-119

A-120

A-121

A-128 A-129

A-130 A-131

A-132

A-133

A-134

A-135 A-138

A-139

A-140A-141

A-142

A-143

A-144

A-145

A-146

A-147

A-148

A-149

A-150

A-151

A-152

A-153

A-104

A-103

A-122

A-123 A-124

A-136A-137

A-109

A-125

A-126

A-127

LWL-101

LWL-102

LWL-103

LWL - E

LWL-D

LWL-18

LWL-23

LWL-24

LWL-28

LWL-29

LWL-30

LWL-31

LWL-32

LWL-33

LWL-34

LWL-35

LWL-36

LWL-37

LWL-20

LWL-38

LWL-39

LWL-41

LWL-42

LWL-43

LWL-44

LWL-45

LWL-46LWL-47

LWL-48

LWL-49

LWL-50

LWL-51

LWL - C

LWL-27

LWL-52

LWL-53

LWL-59

LWL-60

LWL-63

LWL-22

LWL - N

LWL-57

LWL-58

LWL-40

LWL-61

LWL-62

LWL-55

LWL-56

LWL-54

LWL-104

LWL-105

LWL-106

LWL-107

LWL-108

LWL-109

LWL-110

LWL-111

LWL-112 LWL-113

LWL-19

LWL-21

LWL-25

LWL-26

LWL-114

LWL-115

LWL-116

LWL-P

LWL - O

LWL-F

A-154

A-155

A-156

A-157

A-158

G E

O R

V E

N U

LILLO

AVENUE

RT STR

EET

BORROW AREA 2

APPALACHIAN

POWER

84 LUMBER

W D

MCDONALDSMOHRS

TIRE FARM

W O

O D

L A

N D D

T R

E N

O L R

O A

TRENOL

ROAD

ILTO

N FLEA M

ARKET

M U

E R

F L O

D A

M O

A V

E N

U E

TRAILER

PARK

MILTON PLAZA

PUMPKIN PARK

H.T. HACKNEY

EAST ACCESS

ROAD

WORK LIMITS

CONTRACTOR

LINE OF PROTECTION�

ACCESS ROAD

MAINTENANCE

PERRY MORRIS

SQUARE

KANE STREET

M A

T C

H L

E S

T A

S E

E S

H E

E T

400'0 200'

NOTES

LIMITS POINT TABLES, SEE SHEETS CS114 & CS115.

FOR CONTRACTOR AND LIMITED WORK1.

LEGEND

CONTRACTOR WORK LIMITS

LIMITED WORK LIMITS

H1ECXJBF

C B

CB CB

CBC

BCB

C B

CBC

BCB

S S

L P

0 L

L P

0 L

L P

0 L P

L P

A N

T O

N W

V F

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L O

W E

R M

U D

E R

T O

N W

M U

D R

N T

T O

N W

E S

T V

T H

S T

H U

N T

T O

N D

SCALE: 1"=200'

CONTRACTOR WORK LIMITS

M W

S H

E E

O F

C O

N T

R A

C T

O R

W O

R K

CS111

L T

N W

V C

S .d

E: 1,642,326.674

N: 523,919.765

SURVEY SPIKE

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

LEGEND

CONTRACTOR WORK LIMITS

NOTES

LIMITS POINT TABLES, SEE SHEETS CS114 & CS115.

1. FOR CONTRACTOR AND LIMITED WORK

400'0 200'

M A

T C

H L

S T

E E

S H

E E

T C

LIMITED WORK LIMITS

E: 1,642,436.341

N: 524,157.391

G1/G2 USACE DISK-27/2 2019

A-25 A-26

A-27

A-30

A-32

A-33

A-34

A-35

A-36

A-37

A-38

A-39

A-42 A-43

A-44

A-45

A-46

A-47

A-48

A-49

A-50

A-51

A-64

A-69

A-70 A-71

A-72

A-73

A-74 A-75

A-76

A-77

A-78

A-79 A-80

A-81

A-82

A-83A-84

A-85

A-86

A-87A-88

A-89 A-95

A-96

A-97A-98

A-101

B-2 B-3

B-4 B-5

B-6

B-7

B-1

A-99

A-100

A-94 A-93 A-92

A-91 A-90

A-52

A-53 A-55 A-54

A-56A-57

A-58 A-59

A-60

A-61

A-62 A-63

A-28

A-29

A-68

A-67 A-66

A-65

LWL-64

LWL-74

LWL-75

A-40

A-41

LWL-H

LWL-J

LWL-L

LWL-65

LWL-66

LWL-G

LWL-67 LWL-68

A-31

LWL-69

LWL-70

LWL-79

LWL-80

LWL - I

LWL-81

LWL-82 LWL-83

LWL-84

LWL-85

LWL-86

LWL-87

LWL-88

H-1

LWL-76

H-3

H-4

H-5

H-6 H-7

LWL-89

LWL-90

LWL-91

LWL-94

LWL-92

LWL-93

LWL-71

LWL-72

LWL-73

LWL-78

LWL-77

H-2

B R

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F L O

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LAGOON EXCAVATION

BORROW AREA 1 WEST

RAMP

WEST ACCESS

ACCESS RAMP

ABBOTT LANE

ACCESS RAMP

RIVERS EDGE DRIVE

BORROW AREA 1 EAST

CONTRACTOR WORK LIMITS

STRUCTURE

CLOSURE

WEST ACCESS

ROAD

FLOODWALL

LEVEE

RAILROAD

LIMITED WORK LIMITS

USACE DISK-25/10

N: 523,930.658

E: 1,641,295.307

MAG HUB

N: 524,163.582

E: 1,640,204.661

E: 1,640,275.585

N: 523,819.018

SURVEY SPIKE

USC & GS DISK-L38 1935

N: 522,139.248

E: 1,641,530.273

ACCESS ROAD

MAINTENANCE

E: 1,643,584.399

N: 523,072.929

G1/G2 USACE DISK-27/1 2019

JAMES RIVER TURNPIKE

ABBOTT LANE

H1ECXJBF

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F-8

F-9

F-7

F-6 F-5

F-4

F-3

F-2

F-1

F-13

F-12

F-11

F-10

CONTRACTOR WORK LIMITS

1"=50'SCALE: 50' 100'0

LEGEND

CONTRACTOR WORK LIMITS

NOTES

LIMITS POINT TABLES, SEE SHEETS CS114 & CS115.

1. FOR CONTRACTOR AND LIMITED WORK

H1ECXJBF

555 555

555 55

555 555

555555

560 560

565565

Z 576.840

Z 683.660

775 780

CONTRACTOR WORK LIMITS

SCALE: 1"=200'

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LIMITED WORK

D-18 D-19

D-20

D-22

D-21

D-23

D-28

D-29

D-30 D-31

D-32

D-33

D-34

D-38 D-35

D-36

D-37

D-39

D-41

D-46

D-47D-48

D-49

D-50

D-51

D-52

D-53D-54

D-55 D-56

D-57D-58 D-59

D-60

D-61

D-62

D-63

D-64

D-65

D-66

D-67

D-68D-69

D-70

D-73

D-74 D-1

D-72

D-71

D-2 D-3

D-4

D-10

D-11

D-12 D-13 D-14

D-17

D-16 D-15

D-42

D-43 D-44

D-45

G-1

G-2

G-4

G-6

G-7

G-8

G-9

G-11

G-12

G-5

G-10

G-13

G-14

G-15

G-16

G-17

G-3

D-5

D-6 D-7

D-8

D-9

D-24

D-25

D-26

D-27

LWL-M

LWL-95

LWL-96

LWL-98

LWL-99

LWL-100

LWL-97

400'0 200'

L S

D A

L E D

RBY

ROAD

N E

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BORROW AREA 5

E R

F L O

CONTRACTOR WORK LIMITS

PRICHARD ROAD

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R A C E

WORK LIMITS

CONTRACTOR

NOTES

CONTRACTOR WORK LIMITS

LIMITED WORK LIMITS

1. FOR CONTRACTOR AND LIMITED WORK LIMITS

POINT TABLE, SEE SHEETS CS114 & CS115.

LEGEND

ACCESS ROAD

YATES CROSSING

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US Army Corps

U .S

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US Army Corps

U .S

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R S

EXCLUSIVELY FOR BORROW SITE 3 ONLY, IS DEFINED AS THE AREA WITHIN LWL-Q.

DISTURBANCE AS NECESSARY PER CONSTRUCTION METHODS. THE RIPARIAN AREA

TO BORROW EFFORTS AND BMPS. CONTRACTOR MAY SEPARATE AND DIVIDE THE AREAS OF

MUST ONLY DISTURB THE AREA AS NECESSARY FOR DRAINAGE AND CONSTRUCTION RELATED

NOT DISTURB MORE THAN 50% OF THE EXISTING RIPARIAN ZONE. FURTHERMORE, CONTRACTOR

CLEARING AND GROUND DISTURBANCE WITHIN THE RIPARIAN ZONE OF KILGORE CREEK MUST 14.

CONTRACTOR MUST NOT USE FOR STORAGE STAGING OR PARKING.

RESTRICTED TO WORK SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATION.

SUBMITTED BY THE CONTRACTOR TO THE GOVERNMENT AND WVDOH. THIS AREA IS

BE CONDUCTED IN ACCORDANCE WITH AN APPROVED MAINTENANCE OF TRAFFIC PLAN

WITHIN LWL-P TEMPORARY LANE CLOSURES MAY BE ACCEPTABLE HOWEVER, WORK MUST ONLY 13.

STORE MATERIALS OR EQUIPMENT IN EXISTING STREETS AND TRAVELWAYS.

SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATION CONTRACTOR MUST NOT

FIGHTING TO THE BUSINESSES OF PERRY MORRIS SQUARE. THIS AREA IS RESTRICTED TO WORK

OPERATIONAL. CONTRACTOR MUST MAINTAIN THROUGH ACCESS FOR DELIVERIES AND FIRE

DRIVE LANE AROUND PERRY MORRIS SQUARE THAT IS INTENDED TO REMAIN IN PLACE AND

LWL-O LIMITS INDICATED ON THESE PLANS HAVE PORTIONS OF THE LWL ALONG AN EXISTING 12.

RELATED TO EROSION AND SETTLEMENT CONTROLS.

CERTIFICATION. WATER CROSSING WILL BE PERMITTED IN THIS AREA ALONG WITH WORK

CONDITIONS OUTLINED IN THE GOVERNMENT CONTAINED SECTION 401 WATER QUALITY

ANY PROPOSED WORK MUST RECEIVE GOVERNMENT APPROVAL. ALL WORK MUST MEET THE

WITHIN LWL-M THE STREAM IS INTENDED TO BE PROTECTED FOR ENVIRONMENTAL PURPOSES. 11.

CONTRACTOR MUST NOT USE FOR STORAGE STAGING OR PARKING.

RESTRICTED TO WORK SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATION.

SUBMITTED BY THE CONTRACTOR TO THE GOVERNMENT AND WVDOH. THIS AREA IS

BE CONDUCTED IN ACCORDANCE WITH AN APPROVED MAINTENANCE OF TRAFFIC PLAN

LIFT STATION. TEMPORARY ROAD CLOSURES MAY BE ACCEPTABLE HOWEVER, WORK MUST ONLY

TO ROADWAYS AND CITY OF MILTON ACCESS ROAD FOR ACCESSING THE MUNICIPAL SANITARY

WITHIN LWL-J INDICATED ON THESE PLANS THE CONTRACTOR MUST MAINTAIN PUBLIC ACCESS 10.

PROPERTY DAMAGE TO THE UTILITY.

THE PLANS SHOULD BE CONDUCTED WITH AN ABUNDANCE OF CAUTION FOR LIFE SAFETY AND

CONTROLS WILL BE PERMITTED WITHIN THIS AREA. CLEARING AND EXCAVATION CALLED OUT ON

ORDER TO CROSS THE UNDERGROUND UTILITY. WORK RELATED TO EROSION AND SETTLEMENT

WILL REQUIRE AN APPROVED GROUND PRESSURE REDUCTION MITIGATION SUBMITTAL IN

LIMITS OF EXCAVATION SHOWN ON THE PLANS CONSTRUCTION AND HAULING EQUIPMENT AND

THE RIGHT OF WAY MUST BE RESTRICTED FROM ANY EXCAVATION BEYOND OR BELOW THE

LINE RIGHTS-OF-WAY THAT IS INTENDED TO REMAIN IN PLACE AND OPERATIONAL. WORK WITHIN LWL-I LIMITS INDICATED ON THESE PLANS HAVE PORTIONS OF THE LWL ALONG AN EXISTING GAS 9.

STAGING, OR PARKING.

OVERBUILD, STEEL PLATES, MATTS, ETC.) THE AREA MAY BE USED FOR ACCESS, STORAGE,

PURPOSES. WITH THE USE OF GROUND PRESSURE REDUCTION MITIGATION (AGGREGATE

GROUND DISTURBANCE. THIS AREA IS INTENDED TO BE PROTECTED FOR CULTURAL RESOURCE

WITHIN LWL-G & LWL-N INDICATED ON THESE PLANS, THE CONTRACTOR MUST NOT CREATE ANY 8.

STORAGE WILL BE PERMITTED IN LWL-F.

ACCESS POINT FOR HAULING OF BORROW OR SPOIL MATERIAL. NO MATERIAL OR VEHICLE

THE UNDERGROUND UTILITY. THE ENTRANCE TO US RT 60 AT LWL-F MUST NOT BE USED AS AN GROUND PRESSURE REDUCTION MITIGATION SUBMITTAL (I.E. CRANE PADS) IN ORDER TO CROSS

INITIAL PHASES OF CONSTRUCTION. CONSTRUCTION TRAFFIC WILL REQUIRE AN APPROVED

INTAKE, CONTROL PANEL AND ASSOCIATED FEATURES WILL REMAIN OPERATIONAL DURING

OPERATIONAL, AND UNDAMAGED FOR THE FULL DURATION OF CONSTRUCTION. THE RAW WATER

LINE, STRUCTURES, AND SOME UTILITIES FACILITIES WITHIN THE LWL-F WILL REMAIN IN PLACE, INTAKE, AND RAW WATER INTAKE CONTROL PANEL. THE EXISTING ACCESS, SECURITY FENCE

BUILDING, GRAVITY SEWER LINES, POTABLE WATER LINES, RAW WATER LINES, RAW WATER

INCLUDES A POLE BARN STYLE STORAGE SHED (REQUIRES PARTIAL DEMOLITION), A BLOCK

OPERATION OF THE UTILITIES AND MAINTENANCE FACILITIES. FACILITIES WITHIN LWL-F

MILTON MUNICIPAL UTILITY COMMISSION OPERATIONS TO ENSURE SECURITY AND RELIABLE

UTILITY COMMISSION. CONTRACTOR OPERATIONS WITHIN LWL-F MUST BE COORDINATED WITH

LWL-F INDICATED ON THESE PLANS ENCOMPASS PROPERTY OWNED BY MILTON MUNICIPAL 7.

MATERIALS, EQUIPMENT OR FOR CONTRACTOR PARKING.

REMAIN AVAILABLE FOR PUBLIC ACCESS. THIS AREA MUST NOT BE USED FOR STORAGE OF

SUBMITTED BY THE CONTRACTOR TO THE GOVERNMENT AND WVDOH. THE AREA MUST ALWAYS

THESE LIMITS SHOULD BE INCLUDED WITH AN APPROVED MAINTENANCE OF TRAFFIC PLAN

ROADWAY. THESE LIMITS MUST ONLY BE USED FOR ACCESS TO THE ADJACENT CWL LIMITS.

LWL-E LIMITS INDICATED ON THESE PLANS HAVE PORTIONS OF THE LWL WITHIN A PRIVATE 6.

OUTLINED IN THE GOVERNMENT CONTAINED SECTION 401 WATER QUALITY CERTIFICATION.

RESTRICTED TO AREAS AS SHOWN IN DRAWINGS. ALL WORK MUST MEET THE CONDITIONS

PURPOSES. ANY PROPOSED WORK MUST RECEIVE GOVERNMENT APPROVAL. IN WATER WORK IS

GROUND DISTURBANCE. THIS AREA IS INTENDED TO BE PROTECTED FOR ENVIRONMENTAL

ANY WITHIN LWL-C & LWL-D INDICATED ON THESE PLANS THE CONTRACTOR MUST NOT CREATE 5.

UNDERGROUND UTILITY.

REDUCTION MITIGATION SUBMITTAL (I.E CRANE PADS) IN ORDER TO CROSS THE

PLAN). CONSTRUCTION TRAFFIC WILL REQUIRE AN APPROVED GROUND PRESSURE

EXCAVATION (EXCEPTIONS FOR OUTLET CHANNELS WITH GOVERNEMNT APPROVED WORK

OPERATIONAL. WORK WITHIN THESE UTILITY RIGHT OF WAY MUST BE RESTRICTED FROM ANY

ALONG EXISTING UTILITIES RIGHTS-OF-WAY THAT ARE INTENDED TO REMAIN IN PLACE AND

LWL - B, LWL-H, LWL-L LIMITS INDICATED ON THESE PLANS HAVE PORTIONS OF THE LWL 4.

WITH THE DAILY OPERATIONS OR DAMAGE THE FACILITIES ON THE TOWN OF MILTON PROPERTY.

CONSTRUCT THE “CONTRACTOR ACCESS ROAD” BUT THESE OPERATIONS MUST NOT INTERFERE

STORAGE WILL BE PERMITTED IN LWL-A. LWL-A MAY BE UTILIZED TO MOBILIZE EQUIPMENT TO

OF BORROW OR SPOIL MATERIAL WILL BE PERMITTED IN LWL-A. NO MATERIAL OR VEHICLE

AGGREGATE OVERBUILD, ETC.) IN ORDER TO CROSS THE UNDERGROUND UTILITY. NO HAULING

APPROVED GROUND PRESSURE REDUCTION MITIGATION SUBMITTAL (I.E CRANE PADS,

DAMAGE TO THE PROPERTY, ROAD, OR UTILITIES. CONSTRUCTION TRAFFIC WILL REQUIRE AN

RESTRICTED FROM ANY EXCAVATION OR EXCESSIVE TRAFFIC LOADING THAT MAY CAUSE

OPERATIONAL, AND UNDAMAGED DURING CONSTRUCTION. WORK WITHIN LWL-A MUST BE

SEWER, SEWER FORCEMAIN, ELECTRICAL, ETC.) WITHIN THE LWL-A MUST REMAIN IN PLACE,

ROAD RIGHT-OF-WAY. THE EXISTING ACCESS ROAD AND EXISTING BURIED UTILITIES (GRAVITY

EXISTING MILTON MUNICIPAL UTILITY COMMISSION SANITARY SEWER LIFT STATION ACCESS

CITY OF MILTON (RADIO STATION AND EMERGENCY MEDICAL SERVICES STATION) AND AN

LWLA LIMITS INDICATED ON THESE PLANS ENCOMPASS PORTIONS OF PROPERTY OWNED BY THE 3.

COMPLETION MUST BE RESTORED WITH AGGREGATE PER SPECS.

AGGREGATE DRIVES WITHIN THE CWLS AND LWLS TO REMAIN AFTER CONSTRUCTION

CONSTRUCTION MUST BE AT A MINIMUM, MILLED AND OVERLAID WITH 2”MIN ASPHALT. ALL

LWLS WILL BE USED DURING CONSTRUCTION. ALL ASPHALT ROADS WITHIN LWLS USED DURING

CONTRACTOR MUST SUBMIT A CONSTRUCTION OPERATIONS PLAN INDICATING WHICH CWLS AND

THE THE CWLS AND LWLS SHOWN ARE THE MAXIMUM LIMITS AVAILABLE TO THE CONTRACTOR. 2.

ORIGINAL OR BETTER CONDITION AFTER CONSTRUCTION.

ROADS, DRIVES AND PARKING AREAS WITHIN THE CWL AND LWL AREAS MUST BE RESTORED TO 1.

LWL RESTRICTION NOTES

D C

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CLEARING LIMITS

BORROW AREA 3

CONTRACTOR WORK LIMITS

F L O

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G O

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R E E

WORK LIMITS

CONTRACTOR

C R

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LIMITED WORK LIMIT (LWL-B)

LIMITED WORK LIMIT (LWL-A)

POLIC

DEP

ARTMENT

ANNEX

LIMITED WORK LIMIT (LWL-Q)

CL-1

CL-2

CL-3

CL-4

CL-5

CL-6 CL-7

CL-8 CL-9

CL-10

CL-11

CL-12

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

S U

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®of Engineers

US Army Corps

U .S

R M

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O R

P S

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CLEARING LIMITS PLAN

1"=100'SCALE: 100' 200'0

LEGEND

LIMITED WORK LIMITS

CLEARING LIMITS

CONTRACTOR WORK LIMITS

NOTES

2. FOR CLEARING LIMITS KEY MAP, SEE SHEET CD101.

WITHIN LWL-Q.

THE RIPARIAN AREA EXCLUSIVELY FOR BORROW AREA 3 ONLY IS DEFINED AS THE AREA

AND DIVIDE THE AREAS OF DISTURBANCE AS NECESSARY PER CONSTRUCTION METHODS.

CONSTRUCTION RELATED TO BORROW EFFORTS AND BMPS. CONTRACTOR MAY SEPARATE

CONTRACTOR MUST ONLY DISTURB THE AREA AS NECESSARY FOR DRAINAGE AND

MUST NOT DISTURB MORE THAN 50% OF THE EXISTING RIPARIAN ZONE. FURTHERMORE,

1. CLEARING AND GROUND DISTURBANCE WITHIN THE RIPARIAN ZONE OF KILGORE CREEK

H1ECXJBF

L P

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G E

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CLEARING LIMITS

MILTON FLEA MARKET

BORROW AREA 2

CLEARING LIMITS

E R

PROTECTION

LINE OF�

CLEARING LIMITS

HALFWAY

MARKET

T R E N

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BUILDING

T R

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E: 1,647,870.39 N: 523,789.11

STA. 100+06.6133 LP

BEGIN LEVEE

W O

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84 LUMBER APPALACHIAN

POWER

M A T

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T A . 1

P , S

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H E

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LIMITS

CLEARING

LIMITS (LWL-N)

LIMITED WORK

CONTRACTOR WORK LIMITS

LIMITS (LWL-C)

LIMITED WORK

CL-64

CL-65

CL-66CL-63

CL-79

CL-67

CL-68

CL-69

CL-70

CL-71

CL-72

CL-73

CL-74

CL-75

CL-76

CL-77

CL-78

CL-57

CL-58

CL-22

CL-23

CL-21

CL-24

CL-25

CL-56

CL-55

CL-54

CL-26

CL-27

CL-53

CL-97

CL-94

CL-95CL-96

CL-28

CL-29

CL-30

CL-31

CL-32

CL-59

CL-60

CL-20

CL-19

CL-18

CL-17

CL-16

CL-15

CL-14

CL-13

CL-62

CL-61

CL-92

CL-93

CL-91

CL-88

CL-89

CL-90

CL-83

CL-86

CL-87

CL-82

CL-81CL-84

CL-85

CL-80

CL-110

CL-98

CL-109

CL-108

CL-107

CL-106

CL-105

CL-104

CL-103

CL-102

CL-101

CL-100

CL-99

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

S U

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B Y

C H

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K E

D B

D R

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D E

N E

D B

C O

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U .S

R M

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O R

P S

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E E

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CLEARING LIMITS PLAN

1"=100'SCALE: 100' 200'0

LIMITED WORK LIMITS

CLEARING LIMITS

CONTRACTOR WORK LIMITS

LEGEND

NOTES

1. FOR CLEARING LIMITS KEY MAP, SEE SHEET CD101.

H1ECXJBF

CBCB

0 L P

0 L

P 0 L

L P

116+00

117+00

118+00

119+

L P

0 L

P 0 L P

0 L P

A N

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L O

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CD104

D L

L T

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D .d

CLEARING LIMITS

MUD

VER

MCDONALDS

CVS

OHIO VALLEYBANK

MILTON PLAZA

CLEARING LIMITS

M A

T C

H L

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T A . 1

P , S

E E S

H E

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M A T

C H

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T A . 1

P , S

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H E

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CONTRACTOR WORK LIMITS

CLEARING LIMITS

LINE OF PROTECTION�

LIMITS (LWL-C)

LIMITED WORK

(LWL-D)

LIMITED WORK LIMITS

(LWL-F)

LIMITED WORK LIMITS

WORK LIMITS

CONTRACTOR

CLEARING LIMITS

WORK LIMITS

CONTRACTOR

LWL-F

LWL-E

LWL-C

LWL-D

LIMITS (LWL-E)

LIMITED WORK

CLEARING LIMITS

LIMITS

CLEARING

CL-125

CL-124

CL-126

CL-127

CL-221

CL-222

CL-177CL-220

CL-219

CL-128

CL-116

CL-115

CL-129 CL-218

CL-217

CL-216

CL-215

CL-214

CL-213

CL-212

CL-211

CL-148CL-147

CL-149

CL-150

CL-210

CL-209

CL-151

CL-152

CL-161

CL-208

CL-153

CL-154

CL-155

CL-156

CL-157

CL-158

CL-159

CL-160

CL-162

CL-163

CL-164

CL-165

CL-166

CL-139

CL-140

CL-141

CL-142

CL-207

CL-206

CL-205

CL-204

CL-203

CL-202

CL-227

CL-226

CL-225

CL-224

CL-223

CL-201

CL-228

CL-237

CL-238

CL-239

CL-240

CL-184

CL-183

CL-182

CL-181

CL-180

CL-179

CL-178

CL-176

CL-175

CL-174

CL-123

CL-120

CL-119

CL-118

CL-117

CL-122

CL-121

CL-47

CL-48

CL-46

CL-45

CL-44CL-43

CL-49CL-50

CL-42

CL-51

CL-41

CL-40

CL-39

CL-38CL-37

CL-36

CL-35CL-34

CL-33

CL-52

CL-169

CL-168

CL-167

CL-170

CL-171

CL-172

CL-173

CL-241

CL-242

CL-247

CL-243

CL-244

CL-245

CL-246

CL-248

CL-138

CL-137

CL-143

CL-144

CL-136

CL-135

CL-145

CL-146

CL-114

CL-134

CL-133

CL-130

CL-111

CL-112

CL-113

CL-131

CL-132

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SHEET ID

®of Engineers US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

CLEARING LIMITS PLAN

1"=100'SCALE: 100' 200'0

LEGEND

LIMITED WORK LIMITS

CLEARING LIMITS

CONTRACTOR WORK LIMITSNOTES

1. FOR CLEARING LIMITS KEY MAP, SEE SHEET CD101.

H1ECXJBF

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CLEARING LIMITS

CONTRACTOR WORK LIMITS

LAGOON EXCAVATION

MUD RIVER

L B L E N

K O D

FLOW

PROTECTION

LINE OF �

CONTRACTOR WORK LIMITS

BLENKO GLASS COMPANYWV PUMPKIN PARK

MILTON LITTLE

LEAGUE FIELDS

USPS

E S

T R

E E

S M

H S

T R

E E

SPOIL AREA

RIVERS EDGE DRIVE

(LWL-J)

LIMITED WORK LIMITS

LIMITS (LWL-H)

LIMITED WORK

LIMITS (LWL-G)

LIMITED WORK

LIMITS (LWL-I)

LIMITED WORK

CL-185

CL-186

CL-200

CL-199

CL-198

CL-197

CL-250

CL-249

CL-237

CL-228

CL-236 CL-235

CL-267

CL-266

CL-265

CL-264

CL-263

CL-262

CL-261

CL-268

CL-225

CL-224

CL-223

CL-322

CL-321

CL-320

CL-319

CL-251

CL-252

CL-253

CL-254

CL-255

CL-256

CL-257

CL-258

CL-259

CL-260

CL-318

CL-270

CL-271

CL-269

CL-272

CL-363

CL-330

CL-331

CL-332

CL-333

CL-334

CL-335

CL-336

CL-337CL-338

CL-339

CL-340

CL-341

CL-342

CL-343

CL-344

CL-345

CL-346

CL-347

CL-348

CL-349

CL-350

CL-351

CL-352

CL-353

CL-354

CL-355

CL-356

CL-357

CL-358

CL-359CL-360

CL-361

CL-362

CL-273

CL-274

CL-275

CL-276 CL-277

CL-278

CL-279

CL-280

CL-281

CL-282

CL-283 CL-284

CL-290

CL-291

CL-292

CL-293

CL-294

CL-298

CL-297

CL-299

CL-296

CL-295

CL-300

CL-301CL-302

CL-303CL-304

CL-305CL-306

CL-307

CL-308CL-309

CL-310

CL-311

CL-312 CL-313

CL-314

CL-315

CL-316

CL-317

CL-328

CL-329

CL-326

CL-327 CL-402

CL-403

CL-401

CL-400

CL-399

CL-378

CL-379

CL-380

CL-381

CL-382 CL-377

CL-376

CL-383

CL-384

CL-385

CL-386

CL-387

CL-388

CL-389

CL-390

CL-391

CL-392

CL-393

CL-364CL-365

CL-366

CL-367

CL-368

CL-369

CL-370

CL-371

CL-372

CL-373

CL-374

CL-375

CL-191

CL-190

CL-192

CL-193CL-194

CL-188

CL-195

CL-187

CL-196

CL-189

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®of Engineers US Army Corps

U .S

R M

Y C

O R

P S

O F

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E E

R S

CLEARING LIMITS PLAN

1"=100'SCALE: 100' 200'0

LEGEND

LIMITED WORK LIMITS

CLEARING LIMITS

CONTRACTOR WORK LIMITSNOTES

1. FOR CLEARING LIMITS KEY MAP, SEE SHEET CD101.

H1ECXJBF

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P , S

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H E

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G A

B L E D

CLEARING LIMITS

LIMITS

CLEARING

BORROW AREA 1 WEST

E: 1,640,184.13

N: 523,411.62

STA. 183+18.49 LP

END PROJECT

PROTECTION

LINE OF�

CONTRACTOR WORK LIMITS

MILTON PRE-K

CLEARING LIMITS

CONTRACTOR WORK LIMITS

CLEARING LIMITS

FLOW

MUD RIVER

H L A

W N A

V E

N U

BORROW AREA 1 EAST

CLEARING LIMITS

RAILROAD

(LWL-L)

LIMITED WORK LIMITS

(LWL-I)

LIMITED WORK LIMITS

A B

B O

T T L

A N

LWL-I

LWL-L

LWL-K

CL-285

CL-286

CL-394

CL-395

CL-412

CL-453

CL-411 CL-454

CL-452

CL-413

CL-414

CL-415

CL-451

CL-450

CL-476

CL-475

CL-416

CL-474

CL-457

CL-456

CL-489

CL-477

CL-455

CL-488

CL-487

CL-486

CL-485

CL-484

CL-483

CL-482

CL-481

CL-480

CL-479

CL-478

CL-458

CL-459

CL-460

CL-461

CL-462

CL-463

CL-464

CL-465

CL-493

CL-496

CL-495

CL-494

CL-500

CL-466

CL-492 CL-497

CL-467 CL-491

CL-498

CL-468

CL-499CL-490

CL-424

CL-469

CL-423

CL-470

CL-422

CL-421

CL-420

CL-471

CL-472

CL-473

CL-419

CL-418

CL-443

CL-442

CL-417

CL-449

CL-441

CL-440

CL-439

CL-438

CL-437

CL-436

CL-435

CL-434 CL-433

CL-432

CL-431

CL-430

CL-523CL-516

CL-429

CL-428

CL-425

CL-426

CL-427

CL-528

CL-527

CL-534

CL-529

CL-530

CL-531

CL-532

CL-533

CL-526

CL-535

CL-525

CL-515

CL-514

CL-513

CL-512

CL-501

CL-502

CL-503

CL-504 CL-505

CL-506

CL-507

CL-508

CL-509

CL-510CL-511

CL-548

CL-547

CL-549

CL-524

CL-518

CL-517

CL-520

CL-521

CL-519

CL-540

CL-541

CL-542

CL-543

CL-544

CL-545

CL-550 CL-551

CL-546

CL-552

CL-553

CL-554

CL-522

CL-537

CL-538

CL-539

CL-446

CL-445

CL-447

CL-444

CL-448

CL-398

CL-397

CL-404

CL-405

CL-406

CL-407

CL-408 CL-409

CL-393

CL-410

CL-287

CL-288

CL-289

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®of Engineers US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

CLEARING LIMITS PLAN

1"=100'SCALE: 100' 200'0

LIMITED WORK LIMITS

CLEARING LIMITS

CONTRACTOR WORK LIMITS

LEGEND

NOTES

1. FOR CLEARING LIMITS KEY MAP, SEE SHEET CD101.

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FLOW

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PRICHARD ROAD WORK LIMITS

CONTRACTOR

BORROW AREA 5

CONTRACTOR WORK LIMITS

CLEARING LIMITS

LIMITED WORK LIMITS

WORK LIMITS

CONTRACTOR

LIMITS (LWL-M)

LIMITED WORK

CL- 561

CL- 560

CL- 559

CL- 558

CL-562

CL-563CL-557

CL-565

CL-555

CL-566

CL-564

CL-556

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®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

CLEARING LIMITS PLAN

1"=200'SCALE: 400'0 200'

LEGEND

LIMITED WORK LIMITS

CLEARING LIMITS

CONTRACTOR WORK LIMITS

PRICHARD ROAD

Y A

T E

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NOTES

1. FOR CLEARING LIMITS KEY MAP, SEE SHEET CD101.

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EX. FENCE TO

BE REMOVED

EX. FENCE TO

BE REMOVED

EX. FENCE TO

BE REMOVED

EX. FENCE TO

CONTRACTOR WORK LIMITS

LILLOS AVENUEG

O R

V E

N U

LIMITS (LWL-C)

LIMITED WORK

LWL-C

BE REMOVED

EX. FENCE TO

BE REMOVED

EX. FENCE TO

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®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

DEMOLITION PLAN

1"=30'SCALE: 30' 60'0

REMOVED OR RELOCATED AS NOTED.

THE LINE OF PROTECTION FOOTPRINT SHALL BE

ALL EXISTING OR ABANDONED UTILITIES WITHIN1.

NOTES

GRAVEL TO BE REMOVED

TO BE DEMOLISHED

EXISTING STRUCTURES

UTILITY TO BE DEMOLISHED/RELOCATED

LIMITED WORK LIMITS

CONTRACTOR WORK LIMITS

LEGEND

M A

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BE REMOVED

EX. FENCE TO

BE REMOVED

EX. FENCE TO

BE REMOVED

EX. FENCE TO

CONTRACTOR WORK LIMITS

GEORGIA AVENUE

GRAVEL TO BE REMOVED

ASPHALT TO BE REMOVED

GRAVEL TO BE REMOVED

LIMITS (LWL-N)

LIMITED WORK

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SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

DEMOLITION PLAN

1"=30'SCALE: 30' 60'0

REMOVED OR RELOCATED AS NOTED.

THE LINE OF PROTECTION FOOTPRINT SHALL BE

ALL EXISTING OR ABANDONED UTILITIES WITHIN1.

NOTES

MATCHLINE, SEE SHEET CD111

LEGEND

MUD RIVER

FLOW

ASPHALT TO…

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File details come from the government source that posted it. Updated Oct 15, 2025.