A.03.09 Plans.pdf

OF ENGINEERS

HUNTINGTON DISTRICT

US ARMY CORPS

PIPE RELINING

PLEASANT VALLEY DIKE

DILLON LAKE

NEWARK, OH

LICKING RIVER

MARCH 2019

PREPARED

OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE

SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS

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

THIS PROJECT WAS DESIGNED BY THE HUNTINGTON DISTRICT

Construction Division

Chief, Engineering &

August W. Martin P.E.

PRELIMINARY SUBMITTAL - BCOES

PROJECT NUMBER:

®of Engineers

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SHEET ID

HUNTINGTON DISTRICT BOUNDARY

PLEASANT VALLEY DIKE PIPE RELINING

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PROJECT LOCATION

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HUNTINGTON DISTRICT MAP

NOT TO SCALE

NOT TO SCALE NOT TO SCALE

NOT TO SCALE

AREA MAP

SITE MAPVICINITY MAP

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GENERAL NOTESSEEDING SPECIFICATIONS

CONSTRUCTION NOTES

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INSTALLED AREAS FROM TRAFFIC.

EMBANKMENTS AND DITCHES FROM SURFACE EROSION; AND PROTECTING

SEEDING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING

INSTALLED WITH SEED SHALL BE MULCHED ON THE SAME DAY AS THE

BLOCK SUNLIGHT PENETRATION TO THE GROUND SURFACE. ALL AREAS

BUNCHED OR CLUMPED, AND SHALL NOT BE SO THICK AS TO COMPLETELY

MULCH SPREADER, OR OTHER APPROVED METHOD. MULCH SHALL NOT BE

PER 1000 SQUARE FEET. MULCH SHALL BE SPREAD BY HAND, BLOWER-TYPE

STRAW MULCH SHALL BE SPREAD UNIFORMLY AT THE RATE OF 50 POUNDS 7.

HAY SHALL NOT BE USED AS MULCH.

MATERIALS. MULCH SHALL BE COMPOSED OF STRAW NATIVE TO THE REGION.

MULCH SHALL BE FREE FROM WEEDS, MOLD, AND OTHER DELETERIOUS 6.

HARROW, STEEL MAT DRAG, CULTIPACKER, OR OTHER APPROPRIATE DEVICE.

SHALL BE COVERED BY A MAXIMUM 1/4-INCH SOIL DEPTH BY RAKE, DISK

SEEDERS OR HYDROSEEDERS. SEED APPLIED BY BROADCAST SEEDERS

BROADCAST AT THE RATE OF 300 POUNDS PER ACRE USING BROADCAST

WILL PREVENT UNIFORM SEED DISTRIBUTION. SEED SHALL BE UNIFORMLY

SEEDING OPERATIONS SHALL NOT TAKE PLACE WHEN THE WIND VELOCITY 5.

OBTAIN BENEFICIAL RESULTS.

CLUMPING) AND AIR TEMPERATURES ABOVE 32 DEGREES FAHRENHEIT TO

THERE IS SUFFICIENT SOIL MOISTURE (NO STANDING WATER AND NO SOIL

SEEDING OPERATIONS SHALL BE PERFORMED ONLY DURING PERIODS WHEN 4.

AND APPLICABLE STATE SEED LAWS.

INERT MATERIAL. LABELS SHALL BE IN CONFORMANCE WITH AMS SEED ACT

MIXTURES, PURITY, GERMINATION, HARD SEED, WEED SEED CONTENT, AND

BEARING THE PRODUCER'S GUARANTEED ANALYSIS FOR PERCENTAGE OF

THE SEED SUPPLIER AND PROVIDED IN ORIGINAL SEALED PACKAGES

STATE-CERTIFIED SEED OF THE LATEST SEASON'S CROP SHALL BE MIXED BY 3.

ALLOWED IN THE MIX.

MIXTURE. NO CROWN VETCH OR OTHER SIMILAR GROUND COVERS ARE

WEED SEED SHALL BE A MAXIMUM 1 PERCENT BY WEIGHT OF THE TOTAL 2.

RYEGRASS.

LEAST THREE VARIETIES FOR FULL SUN/RED CLOVER/IMPROVED PERENNIAL

WEIGHT MIX OF ENDOPHYTE-FREE IMPROVED TURF-TYPE FESCUE OF AT

SEED MIXTURE FOR FULL SUN CONDITIONS SHALL BE 55/30/15 PERCENT BY 1.

EXISTING PAVEMENT THICKNESS, BUT NO LESS THAN 6".

LIMESTONE. ALL CONCRETE AND ASPHALT AREAS SHALL BE RESTORED TO MATCH THE

AREAS SHALL BE RESTORED WITH AT LEAST AN 8" DEPTH OF SIZE MATCHED CRUSHED

AT LEAST 6" OF TOPSOIL AND SEEDED PER SPECIFICATION INCLUDED HEREIN. GRAVEL

ALL SURFACES SHALL BE RESTORED IN LIKE KIND. LAWN AREAS SHALL BE RESTORED WITH 19.

GOVERNMENT PRIOR TO THE START OF ANY CONSTRUCTION.

THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS NOT OBTAINED BY THE 18.

VEGETATION IS RE-ESTABLISHED, OR AS DIRECTED BY THE CONTRACTING OFFICER.

CWL. SILT FENCE SHALL REMAIN IN PLACE UNTIL THE ENTIRE PROJECT IS COMPLETE AND

SHALL MAINTAIN ALL SILT FENCE, INCLUDING EXISTING SILT FENCE, LOCATED WITHIN THE

DEVELOPMENT AND URBAN STREAM PROTECTION", THIRD EDITION 2006. CONTRACTOR

DEVELOPMENT: OHIO'S STANDARDS FOR STORM WATER MANAGEMENT, LAND

OF THE OHIO DEPARTMENT OF NATURAL RESOURCES "RAINWATER AND LAND

SILT FENCE SHALL COMPLY WITH THE MINIMUM STANDARDS OF CHAPTER 6.3 "SILT FENCE" 17.

CONTRACTING OFFICER.

AND THE ACTUAL FIELD CONDITIONS MUST BE REPORTED IMMEDIATELY TO THE

PROCEEDING WITH THE WORK. ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS

FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS BEFORE 16.

CONTRACTING OFFICER.

INSTALLATION AS PER THE CONTRACTOR AND THE APPROVAL OF THE GOVERNMENT

ON THE MAPPING PROVIDED. IMPLEMENTATION OF THE CIPP PROCESS SHALL FOLLOW

NECESSARY TO COMPLETE THE CIPP OF THE EXISTING 48 INCH CMP CULVERT INDICATED

THE WORK SPECIFIED HEREIN IS THE BASE CONTRACT THAT INCLUDES ALL PROCEDURES 3.

VEGETATION TO PRECONSTRUCTION CONDITION PRIOR TO CONTRACT COMPLETION.

IS SELECTED, THE CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SITE

AND PURCHASE TOPSOIL FROM A COMMERCIAL SOURCE. REGARDLESS OF WHICH OPTION

FENCE. OPTION 2 - THE CONTRACTOR MAY CONFINE DISTURBANCE TO NEAT TRENCHES

EXISTING TOPSOIL AT THE SITE. ALL STOCKPILES SHALL BE CONTAINED BY SEPARATE SILT

OF DISTURBED AREAS: OPTION 1 - THE CONTRACTOR MAY STRIP, STOCKPILE, AND REUSE

TWO OPTIONS ARE AVAILABLE FOR THE PLACEMENT OF TOPSOIL DURING RESTORATION 2.

PERSONNEL CAN ACCESS THE MAGNOLIA PUMP STATION AND ITS APPURTENANCES.

CONTRACTOR SHALL MAKE ALL PROVISIONS NECESSARY SUCH THAT OPERATIONS

DURING CONSTRUCTION AS PART OF DAILY OPERATIONS OF THE LEVEE SYSTEM. THE

USACE OPERATIONS PERSONNEL WILL REQUIRE ACCESS TO PORTIONS OF THE SITE 1.

AND ALONG ALL AREAS TO BE REMOVED.

DEMOLITION. ALL PAVEMENT EDGES SHALL BE SAW CUT FULL DEPTH IN AREAS OF DAMAGE

CONSTRUCTION, INCLUDING INSTRUMENTATION SUCH AS PIEZOMETERS, NOT SLATED FOR

THE CONTRACTOR SHALL REPLACE IN LIKE KIND ANY EXISTING PROPERTY DAMAGED DURING 15.

ADVERSELY AFFECT ANY STREET, ROAD, OR PUBLIC AREA.

COORDINATED WITH THE CONTRACTING OFFICER. THE CONTRACTOR SHALL NOT BLOCK OR

THE USE OF THE SITE FOR CONSTRUCTION STAGING OR OTHER OPERATIONS SHALL BE 14.

APPLICABLE AGENCIES.

EGRESS FROM THE WORK AREA IN ACCORDANCE WITH THE REQUIREMENTS OF ALL

THE CONTRACTOR SHALL MAINTAIN A FREE, SAFE, AND APPROVED MEANS OF INGRESS AND 13.

COMPLIANCE WITH THE EROSION CONTROL PLANS INCLUDED HEREIN.

EXCAVATED AREAS, CATCH BASINS, AND OTHER STORM WATER INLET STRUCTURES IN

NECESSARY FILTERING DEVICES SHALL BE MAINTAINED AT AREAS OF STOCKPILED MATERIALS, PRACTICAL AND AS THE CONTRACTING OFFICER MAY DIRECT. SILT FENCES AND OTHER

THE CLEANUP AND DISPOSAL OF EXCESS EXCAVATED MATERIALS SHALL BE DONE AS SOON AS 12.

ORIGINAL CONDITION TO THE SATISFACTION OF THE CONTRACTING OFFICER.

OPERATION AND RESTORE ALL SURFACES, STRUCTURES, DITCHES, AND PROPERTY TO ITS

THE CONTRACTOR SHALL CLEAN UP ALL DEBRIS AND MATERIALS RESULTING FROM HIS 11.

AT AN APPROVED SANITARY LANDFILL.

ALL ORGANIC WASTE, INCLUDING WASTE CONSTRUCTION MATERIALS, SHALL BE DISPOSED OF 10.

EXPENSE OF THE GOVERNMENT.

COORDINATED WITH THE UTILITY OWNER. NO COSTS TO REPAIR DAMAGES SHALL BE AT THE

OFFICER. ANY DAMAGES TO THE EXISTING UTILITIES SHALL BE REPORTED AND THE REPAIR

IMMEDIATELY REPORTED TO THE UTILITY OWNER AND THE GOVERNMENT CONTRACTING

UTILITY SERVICES BROKEN, DISRUPTED OR DAMAGED BY THE CONTRACTOR SHALL BE 9.

THE WORK.

EXERCISED TO WORK SAFELY IN THE PRESENCE OF THESE LINES DURING THE PROGRESS OF

LIVE OVERHEAD POWER LINES ARE PRESENT ON PORTIONS OF THE SITE. ALL CARE SHALL BE 8.

SUPPORTED TO PREVENT DAMAGE.

CROSSING THE TRENCH, OR OTHERWISE EXPOSED SHALL BE ADEQUATELY BRACED AND

IF REQUIRED, TO ELIMINATE CONFLICT OR INTERFERENCE. EXISTING PIPES OR CONDUITS

ADVANCE OF THE CONSTRUCTION OPERATIONS TO PERMIT ADJUSTMENTS IN LINE OR GRADE,

TO CONSTRUCTION OF THE PROPOSED FEATURE. THIS WORK IS TO BE DONE SUFFICIENTLY IN

THE PROPOSED IMPROVEMENT, THE CONTRACTOR SHALL LOCATE AND EXPOSE THEM PRIOR

WHERE EXISTING UTILITIES AND/OR STRUCTURES ARE INDICATED AS BEING NEAR THE LINE OF 7.

SAME SHALL BE INCIDENTAL TO THE CONSTRUCTION OF IDENTIFIED ITEMS.

CONSTRUCTION IS IDENTIFIED SHALL BE PERFORMED BY THE CONTRACTOR AND THE COST OF

ALL ITEMS OF WORK CALLED FOR ON THE PLANS FOR WHICH NO SPECIFIC ITEM OF 6.

HEALTH REQUIREMENTS MANUAL, EM 385-1-1.

COMPLY WITH THE LATEST EDITION OF THE US ARMY CORPS OF ENGINEERS SAFETY AND

CONTRACTOR AND ALL SUBCONTRACTORS ON THE PROJECT. THE CONTRACTOR SHALL

COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 IS REQUIRED OF THE 5.

TO EARTHWORK ACTIVITIES FOR APPROVAL.

CONTRACTOR SHALL SUBMIT A SEQUENCE OF CONSTRUCTION PLAN AT LEAST 30 DAYS PRIOR 4.

DRAWINGS MUST HAVE PRIOR WRITTEN APPROVAL OF THE CONTRACTING OFFICER.

ANY MODIFICATION TO THE SPECIFICATION OR CHANGES TO THE WORK AS SHOWN ON THESE 3.

1-21-2011.

DEPARTMENT OF TRANSPORTATION" ROADWAY STANDARD CONSTRUCTION DRAWINGS DATED

REFERENCES TO ODOT STANDARD DETAILS IN THESE PLANS REFER TO THE "OHIO 2.

1988.

COORDINATE SYSTEM, NORTH ZONE, NAD 1983. THE VERTICAL CONTROL IS BASED ON NAVD

THE TOPOGRAPHICAL MAPPING ON THE DRAWINGS IS BASED ON THE OHIO STATE PLANE 1.

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EPM NO. 16 - BORROW AREAS SHALL NOT BE LOCATED IN OR ADJACENT TO LIVE STREAMS.

EPM NO. 15 - SLOPES OF THE BORROW SITE SHALL BE GRADED AND DRESSED TO BLEND WITH THE ADJACENT TERRAIN.

EPM NO. 14 - DEVELOPMENT AND RECLAMATION OF BORROW AREAS SHALL BE IN ACCORDANCE WITH THE APPROVED BORROW AREA RECLAMATION PLAN.

CONTRACTING OFFICER.

SLOPE. THE LOG BARRIERS SHALL BE PLACED AT THE EDGE OF THE CLEARED AREA OR IN OTHER LOCATIONS UP THE SLOPE AS APPROVED BY THE

EPM NO. 13 - THE CONTRACTOR SHALL ERECT LOG BARRIERS IN SPECIFIED LOCATIONS TO PREVENT EXCAVATED MATERIAL FROM ESCAPING DOWN THE

LANDSCAPE, UNLESS OTHERWISE SPECIFIED.

CONTRACTOR'S BUILDINGS SHALL BE REMOVED, AND THE SITES WILL BE RESTORED TO A NEAT AND PRESENTABLE CONDITION APPROPRIATE TO THE

EPM NO. 12 - WHEN WORK IS COMPLETED, WHETHER ON GOVERNMENT-OWNED LANDS OR ON PRIVATE LANDS, ALL CAMP, STORAGE AND OTHER

PROVIDE AT HIKING TRAILS AND MAINTAINED DURING CONSTRUCTION OPERATIONS.

ACCESS. LOCATION OF REROUTED TRAILS SHALL BE SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER. TRAFFIC WARNING SIGNS SHALL BE

EPM NO. 11 - WHERE EXCAVATION OF TRAILS IS NECESSARY, RAMPS SHALL BE CONSTRUCTED IN CUTS AREAS OR TRAILS SHALL BE REROUTED TO PROVIDE

MAINTAINED IN A SAFE AND PASSABLE CONDITION AT ALL TIMES.

EPM NO. 10 - WHERE GAME TRAILS OR HIKING TRAILS CROSS CONSTRUCTION AREAS, SUCH TRAILS SHALL NOT BE COVERED BY DEBRIS AND SHALL BE

APPROXIMATELY MATCHING THE COLOR OF THE BARK.

EPM NO. 9 - ALL TREATED WOUNDS AND SPECIFIED PRUNING CUTS SHALL BE PAINTED WITH AN APPROVED TREE PRUNING COMPOUND OF A COLOR

EPM NO. 8 - ALL TRIMMING OR PRUNING SHALL BE DONE WITH SAWS OR PRUNING SHEARS. TREE TRIMMING WITH AXES WILL NOT BE PERMITTED.

ARE TO REMAIN.

EPM NO. 7 - ROPES, GUYS OR OTHER MEANS SHALL BE USED WHERE NECESSARY TO RESTRAIN MATERIALS FROM DAMAGING TREES OR SHRUBS WHICH

INJURE TREES AND SHRUBS WHICH ARE TO REMAIN.

WOULD DAMAGE OR INJURE TREES AND SHRUBS WHICH ARE TO REMAIN AND WHERE OPERATIONS FOR REMOVAL OF FALLEN MATERIALS WILL DAMAGE OR

EPM NO. 6 - DURING CLEARING OPERATIONS, TREES AND DEBRIS SHALL NOT BE ALLOWED TO FALL OUTSIDE THE CLEARING LIMITS WHERE SUCH FALLS

EPM NO. 5 - WHERE TREE CLIMBING IS NECESSARY, THE USE OF CLIMBING SPURS WILL NOT BE PERMITTED.

ROPE, CABLE OR WIRE IS PLACED.

FIRST BE WRAPPED WITH NOT LESS THAN 4 LAYERS OF BURLAP OR EQUIVALENT PADDING OVER WHICH SOFTWOOD CLEATS SHALL BE TIED BEFORE ANY

AUTHORIZED BY THE CONTRACTING OFFICER, WHERE SUCH ANCHORAGE IS PERMITTED, IN ORDER TO PREVENT DAMAGE TO THE TREE. THE TRUNK SHALL

EPM NO. 4 - EXCEPT IN AREAS TO BE CLEARED, NO ROPES, CABLES OR GUYS SHALL BE FASTENED TO OR ATTACHED TO TREES. UNLESS SPECIFICALLY

LIMITS. CLEARING OF BRUSH AND BRANCHES FOR SIGHT LINES SHALL BE HELD TO THE MINIMUM PRACTICAL LIMITS.

EPM NO. 3 - SURVEY LINES SHALL BE LOCATED, WHILE AVOIDING CUTTING LARGE TREES, AND TO MINIMIZE CLEARING, BEYOND ESTABLISHED CLEARING

BY DRAWDOWN OF THE RESERVOIR SHALL BE PRESERVED.

EPM NO. 2 - IF APPLICABLE, ROCK FACES AND OTHER INTERESTING GEOLOGIC FEATURES, INCLUDING NATURAL BOAT LANDINGS, WHICH WILL BE EXPOSED

EMPHASIZING THE ENVIRONMENTAL PROTECTION REQUIREMENTS OF THE CONTRACT AND THE APPROVED ENVIRONMENTAL PROTECTION PLAN.

EPM NO. 1 - THE CONTRACTOR SHALL CONDUCT FREQUENT ON THE JOB TRAINING COURSES, NOT LESS THAN MONTHLY, FOR THE PURPOSE OF

NOT DEFACE THE LANDSCAPE.

EPM NO. 32 - LOOSE ROCKS, COBBLES AND BOULDERS FALLING OUTSIDE THE FINISHED SLOPES SHALL BE REMOVED IN SUCH A MANNER AS TO

EPM NO. 31 - OTHER THAN SOLID ROCK, THE TOPS OF EXCAVATED SLOPES SHALL BE ROUNDED OFF AS SHOWN ON THE CONTRACT DRAWINGS.

EPM NO. 30 - DON'T USE CUTTING BLADES ON DOZERS WHEN EXCAVATING ON SLOPES.

EPM NO. 29 - FULL U-BLADES SHALL BE USED ON DOZERS EXCAVATING ON SLOPES.

DOES NOT CONTRIBUTE TO LOSS OF MATERIAL DOWN THE SLOPE.

EPM NO. 28 - EXCAVATION OF BLASTED MATERIAL SHALL BE CONDUCTED IN SUCH A MANNER THAT OPERATION OF EXCAVATION EQUIPMENT

THE SLOPE. RETENTION RIDGES AIDS IN ROCK RETENTION DURING BLASTING AND PREVENTS PARTICLE LOSS DURING LOADING AND HAULING.

BENCHED CUTS SHALL BE SUCH AS TO PROVIDE RETENTION RIDGES OF ROCK TO ACT AS A RESTRAINT AGAINST LOSS OF MATERIAL DOWN

EPM NO. 27 - USE RETENTION RIDGES: THE PATTERN OF DRILLING AND THE DEPTH, SIZE AND LOADING OF HOLES ALONG THE OUTER EDGE OF

EPM NO. 26 - WASTE MATERIALS SHALL NOT BE DUMPED ON SLOPES.

EPM NO. 25 - HIGH HEAT BURNING SHALL BE DONE IN BURNING BOXES, PORTABLE INCINERATORS, OPEN PITS OR TRENCHES.

EPM NO. 24 - BURN PILES AND INDIVIDUAL PIECES OF BURNED MATERIAL SHALL NOT BE ALLOWED TO SMOLDER.

BITUMINOUS TREATMENT OR EQUAL METHODS SHALL BE PROVIDED TO CONTROL DUST (NOTE SEE EPM NO.22, EPM NO.17)

EPM NO. 23 - USE APPROVED TEMPORARY METHODS OF STABILIZATION CONSISTING OF SPRINKLING, CHEMICAL TREATMENT, LIGHT

WOULD CAUSE A HAZARD OR NUISANCE TO OTHERS.

BORROW-AREAS, AND ALL OTHER WORK-AREAS WITHIN OR OUTSIDE THE PROJECT BOUNDARIES ARE TO BE KEPT FREE FROM DUST WHICH

EPM NO. 22 - THE CONTRACTOR SHALL MAINTAIN ALL EXCAVATIONS, EMBANKMENTS, STOCKPILES, ROADS, PLANT SITES, WASTE-AREAS, PASSAGE AND SPAWNING OF GAME FISH. INCLUDING BUT NOT LIMITED TO USING EPM-NO. 20

EPM NO. 21 - THE CONTRACTOR SHALL PERFORM ALL WORK IN A MANNER TO PREVENT ANY INTERFERENCE OR DISTURBANCE TO THE SAFE

EPM-NO. 20 - WHERE FREQUENT STREAM CROSSINGS ARE NECESSARY, TEMPORARY CULVERTS OR BRIDGES SHALL BE PROVIDED.

FOR CHANNEL DIVERSION ONLY.

EPM NO. 19 - THE USE OF EQUIPMENT WITHIN STREAMS SHALL BE HELD TO THAT NECESSARY FOR PREPARING A BASE FOR CULVERTS AND

EPM NO. 18 - WATERS USED TO WASH DOWN EQUIPMENT SHALL BE DISPOSED OF IN A MANNER TO PREVENT THEIR ENTRY INTO WATERWAYS.

DESTRUCTIVE MATERIAL FROM ENTERING THE WATERWAYS.

MATERIALS, WASTE WASHINGS, HERBICIDES, INSECTICIDES, LIME, WET CONCRETE, CEMENT, SILT OR ORGANIC OR OTHER ENVIRONMENTALLY

EPM NO. 17 - AT ALL TIMES OF THE YEAR, SPECIAL MEASURES SHALL BE TAKEN TO PREVENT CHEMICALS, FUELS, OILS, GREASES, BITUMINOUS

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ENVIRONMENTAL PROTECTION MEASURES

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E R

Z A

N E

S V

IL

L E

O H

D

IL

L O

N L

A K

E

P L E

A S

A N

T V

A L L E

Y D

IK

E P

IP

E R

E L

IN

IN

G

GI004

L

IC

K

IN

G R

IV

E R

Z A

N E

S V

IL

L E

O H

D

IL

L O

N L

A K

E

E N

V

IR

O N

M E

N T

A L P

R O

T E

C T

IO

N

P L E

A S

A N

T V

A L L E

Y D

IK

E P

IP

E R

E L

IN

IN

G

D

IL

L O

N L

A K

E

Z A

N E

S V

IL

L E

O H

L

IC

K

IN

G R

IV

E R

E N

V

IR

O N

M E

N T

A L P

R O

T E

C T

IO

N

GI004

H U

N T

IN

G T

O N

W E

S T V

IR

G

IN

IA

H U

N T

IN

G T

O N D

IS

T R

IC

T H

U N

T

IN

G T

O N D

IS

T R

IC

T

H U

N T

IN

G T

O N

W E

S T V

IR

G

IN

IA

H U

N T

IN

G T

O N D

IS

T R

IC

T

H U

N T

IN

G T

O N

W E

S T V

IR

G

IN

IA

H U

N T

IN

G T

O N

W E

S T V

IR

G

IN

IA

H U

N T

IN

G T

O N D

IS

T R

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

SECTION IS SHOWN

SHEET ON WHICH

SECTION IS CUT

SHEET ON WHICH

S

CB

D

FLOW

N-S300

A

N-S100

A

TS

C

M.B.

CWL

R/W

SSFM

SDFM

RR SPIKE

IP

G

W

E x

E

Cx

C

T

RW

STORM SEWER - EXISTING

SANITARY SEWER - EXISTING

SANITARY SEWER - PROPOSED

FORCE MAIN

SANITARY MANHOLE

STORM SEWER - PROPOSED

FORCE MAIN

DITCH OR SWALE

SURFACE DRAINAGE FLOW

CATCH BASIN OR DROP INLET

STORM MANHOLE

CULVERT

CULVERT END

HEADWALL

DIRECTION OF FLOW

PIPE TO BE PLUGGED AND ABANDONED

PIPE TO BE REMOVED

MANHOLE OR CULVERT OUTLET STRUCTURE

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/

POWER LINE TO BE ABANDONED

VALVE

GAS METER

WATER METER

ELECTRIC MANHOLE

CURB

ROAD

UNIMPROVED ROAD

TRAIL

RAILROAD

RAILROAD

RAILROAD

US HIGHWAY

STATE HIGHWAY

INTERSTATE HIGHWAY

GUARDRAIL

IN SITU ROCK

EXISTING GROUND

FINISHED GRADE

UNIFORM SLOPE DESIGNATON

STONE SLOPE PROTECTION LIMITS (PLAN)

CONTAMINATED SOIL

IRON PIN AND CAP

RAILROAD SPIKE

HORIZONTAL-HORIZONTAL/VERTICAL CONTROL

SPOT ELEVATION LOCATOR

LIGHT ON POWER POLE

GPS MONUMENT

CONCRETE MONUMENT

CORE DRILL HOLE DRILLED

CONTROL POINT

MONUMENT

CORE DRILL HOLE UNDRILLED

EXISTING RELIEF WELL

INSTRUMENTATION

SEEPAGE BLANKET COORDINATE

CONTRACTOR WORK LIMIT COORDINATE

SILT FENCE

GOVERNMENT BOUNDARY

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

OC

OD

OF

OPG

OPP

OZ

PC

PI

P

PSI

PSF

QUAN

RCP

RD

REINF

REQ'D

RF

RT

SECT

SF

L

PROJ

RGC RIGID GALVANIZED CONDUIT

POB POINT OF BEGINNING

POE

POT

OP OVERHEAD POWER

RADIUS

ROAD

SAN SANITARY

SAS SANITARY SEWER

PVC

AMERICAN CONCRETE INSTITUTE

ALTERNATE

ALUMINUM

AMERICAN WATER WORKS ASSOC.

AT

BENCH MARK

CENTERS

CENTERLINE

CONSTRUCTION JOINT

CLEAR

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

CORROSION RESISTANCE STEEL

CONTRACTOR'S WORK LIMITS

CUBIC YARD

DUCTILE CAST IRON PIPE

DROP INLET

DIAMETER

DIMENSION

DRAWING

ACI

ALT

ALUM

AWWA

BM

C

CJ

COL

CONC

CONST

CONT

CRS

CWL

CY

DCIP

DI

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

BITUMINOUS COATED CORRUGATED METAL PIPE

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

SQ

SS

STA

STD

STIR

STL

STR

SY

SYM

TOE

TYP

UNO

V, VERT

VAR

VC

VPT

VPC

VPI

STAINLESS STEEL, SIDE SLOPE

UP UNDERGROUND POWER

ST STORM

SR STATE ROUTE

WATERWAT

W/L WATER LINE

TOP OF SLAB

TOC

TOS

TOP OF CONCRETE, TOP OF CASTING

EAST

EACH

EACH FACE

E

EA

EF

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

EJ

EJFS

EL, ELEV

EQ

EW

EX, EXIST

EXP

FIN

FT

GA

GALV

H, HORIZ

HS

IF

IJ

INV

IP

JT

LB

Ld

LT

EXPANSION JOINT FILLER STRIP

LLH LONG LEG HORIZONTAL

HEX HD HEXAGONAL HEAD

GRD GROUND

ELE

EOR

ELECTRICAL

EDGE OF ROAD

HIGH STRENGTH

LIMITED WORK LIMITSLWL

MAXIMUM

MANHOLE

MINIMUM

MARK

NORTH

NUMBER

MAX

MH

MK

N

MIN

MJ MECHANICAL JOINT

#, NO

GENERAL LEGEND

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SANITARY ROADS AND RAILWAYS MAPPING

DRAINAGE

EARTHWORK

ABBREVIATIONS

UTILITIES SURVEY SYMBOLS

SECTION DESIGNATIONS

GI005

D -G

I0 .d

G

N E

R A

L L

E G

E

M

S

N T

IN

G T

O N

W E

S T V

IR

G

IN

IA

H U

N T

IN

G T

O N D

IS

T R

Z

N E

S V

IL

L E

E

A S

A N

T V

A L L E

Y D

IK

E P

IP

E R

E L

IN

IN

G

D

IL

L O

N L

A K

E

L

IC

K

IN

G R

IV

E R

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

E: 2,087,152.506

N: 133,504.028

E: 2,087,138.729

N: 133,110.585 E: 2,086,536.353

N: 133,107.432

E: 2,086,475.914

N: 133,217.777

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

CONTRACTOR WORK LIMITS

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

N

N 133000 N 133000

N 134000 N 134000

E

E

E

E

E

E

A N

S I

D

H U

N T

IN

G T

O N D

IS

T R

CS100

E

A S

A N

T V

A L L E

Y D

IK

E P

IP

E R

E L

IN

IN

G

D

IL

L O

N L

A K

E

Z A

N E

S V

IL

L E

O H

L

IC

K

IN

G R

IV

N T

IN

G T

O N

W E

S T V

IR

G

IA

N T

R A

C T

O R W

O R

K L

IM

IT

CREAMERY

ROAD

B A

U G

H M

A N R

O A

D

TUNIS ROAD

LEGEND

CONTRACTOR WORK LIMITSCWL

GOVERNMENT BOUNDARY

GOVERNMENT BOUNDARY

G O

V E

R N

M E

N T B

O U

N D

A R

Y

G O

V E

R N

M E

N T B

O U

N D

A R

Y

G O

V E

R N

M E

N T B

O U

N D

A R

Y

P V

D -C

S .d g n

NOTES

GOVERNMENT BOUNDARY

CWL

CWL

2. SEE SHEET GI005 FOR GENERAL LEGEND.

1. SEE SHEET GI003 FOR GENERAL NOTES.

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

GATED ENTRANCE

INLET

OUTLET

EXISTING CULVERT

48" BCCMP

A N

S

D -C

S .d

N T

IN

G T

O N

W V

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

O R

Y R

E M

A E

R C

DAOR

YRE

MAER

C

DAOR SINUT

D A

O R

N A

M H

G U

A B

DA

O

R

NA

M H

G

UAB

Y R

D N

U O

B T

N E

M N

R E

V O

G

Y R

D N

U O

B T

N E

M N

R E

V O

G

Y R

D N

U O

B T

N E

M N

R E

V O

G

YRDNUOB T

NEMNREVOG

Y R

D N

U O

B T

N E

M N

R E

V O

G

CWL

C W

L

CWL

SITE PLAN

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

P L E

A S

A N

T V

A L L E

Y D

IK

E P

IP

E R

E L

IN

IN

G

H U

N T

IN

G T

O N D

IS

T R

IC

T

CS101

S

IT

E P

L A

N

H U

N T

IN

G T

O N

W E

S T V

IR

G

IN

IA

L

IC

K

IN

G R

IV

E R

Z A

N E

S V

IL

L E

O H

D

IL

L O

N L

A K

E

N 133000 N 133000

N 134000 N 134000

E

E

E

E

E

E

LEGEND

GOVERNMENT BOUNDARY

CONTRACTOR WORK LIMITSCWL

NOTES

2. SEE SHEET CS100 FOR CONTRACTOR WORK LIMITS (CWL).

1. SEE SHEET GI003 FOR GENERAL NOTES.

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G