Drawings.pdf

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

of Engineers

US Army Corps

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

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Construction Division

Chief, Engineering &

DENNIS E. HUGHES, P.E.

section (ECD-C)

Chief, Civil Design

MATTHEW W. CLARK, P.E.

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

ACCESS ROAD

PAVING EAST FORK RECREATION AREA

EAST LYNN, WV

EAST LYNN LAKE AND DAM

MARCH, 2022

HUNTINGTON DISTRICT

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HUNTINGTON DISTRICT BOUNDARY

EAST LYNN, WV PROJECT

®of Engineers

US Army Corps

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HUNTINGTON DISTRICT MAP

NOT TO SCALE

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PROJECT LOCATION

NOT TO SCALE

AREA MAP

NOT TO SCALE NOT TO SCALE

SITE MAPVICINITY MAP

PROJECT LOCATION

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EAST LYNN, WV

EAST LYNN, WV

EAST LYNN, WV

PROJECT START LOCATION

PROJECT END LOCATION

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GENERAL NOTES CONSTRUCTION NOTES

“CLEANING AND SWEEPING”.

CONSIDERED AS PART OF THE CONSTRUCTION OF THE APPROPRIATE ITEMS LISTED, AND NO ADDITIONAL COMPENSATION WILL BE GIVEN FOR THE CONDITIONING, CLEANING, AND SWEEPING OF THE EXISTING BASE OR UNDERLYING SURFACE, PRIOR TO ASPHALT PLACEMENT, SHALL BE 3.

PROPERLY DISPOSED OF. ANY GRASS OR VEGETATION SHALL BE REMOVED FROM THE AREA TO BE PAVED.

ALL STREET AREAS SHALL BE THOROUGHLY POWER BROOMED AND CLEANED FOLLOWING THE MILLING OPERATIONS AND ALL DEBRIS 2.

ALL MILLING AND PAVING OPERATIONS SHALL BE IN ACCORDANCE TO THE WIDTHS AND LENGTHS AS SHOWN ON THE PLAN SHEETS.1.

DELIVERY OF MATERIAL TO THE SITE.

TRAIL ROAD, EAST LYNN, WV 25512. THE CONTRACTOR SHALL COORDINATE THE DELIVERY AND LOCATION OF THE STOCKPILE WITH THE COR PRIOR TO THE CONTRACTOR SHALL DELIVER AND STOCKPILE AGGREGATE BASE COURSE, CLASS 10 TO USACE PROJECT OFFICE AT EAST LYNN LAKE, 683 OVERLOOK 28.

REPAIR IS EXCAVATED. NO SUBGRADE SHALL BE LEFT OVERNIGHT EXPOSED TO WEATHER.

WHEN PERFORMING FULL DEPTH REPAIRS, PLACEMENT OF THE 6" AGGREGATE BASE COURSE, SHALL BE COMPLETED IN THE SAME DAY AS THE FULL DEPTH 27.

AT THE END OF THE CONTRACT.

DRAWINGS HEREIN SHALL BE NOTED ON THE WORKING SET OF AS-BUILT DRAWINGS IN RED INK. THE AS-BUILTS SHALL BE PROVIDED TO THE GOVERNMENT THE CONTRACTOR SHALL MAINTAIN A WORKING SET OF RED-LINED AS-BUILT DRAWINGS AT THE CONSTRUCTION SITE. ANY DEVIATIONS FROM THE 26.

OFFICER.

DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND THE ACTUAL FIELD CONDITIONS MUST BE REPORTED IMMEDIATELY TO THE CONTRACTING THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. ANY 25.

MEASUREMENTS AND PAYMENTS SHALL BE AS DETAILED IN THE SPECIFICATIONS.

REFERENCES TO THE WEST VIRGINIA DIVISION OF HIGHWAYS STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES ARE FOR MATERIALS AND METHODS; 24.

THE CONTRACTOR SHALL REPLACE IN LIKE KIND ANY EXISTING PROPERTY DAMAGED DURING CONSTRUCTION.23.

CONSTRUCTION.

DETERMINING A LOCATION IS GIVEN, THE CONTRACTOR SHALL VERIFY THE CORRECT LOCATION WITH THE CONTRACTING OFFICER PRIOR TO WITH RESPECT TO CONFLICTS IN THE DRAWINGS, LABELED DIMENSIONS SHALL GOVERN OVER SCALED DISTANCES. WHERE NO DIMENSION OR METHOD OF 22.

SURVEY FEET.

THE MAPPING IS THE WEST VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1983 SURVEY FEET. THE VERTICAL CONTROL IS ON NAVD 1988 21.

RESTRICTION.15 TON WEIGHT LIMITANY LOAD MOVEMENTS. THE ACCESS BRIDGE ACROSS EAST LYNN LAKE INTO CAMPGROUND HAS A CONTRACTING OFFICER AND THE WEST VIRGINIA DOT OR OTHER REGULATING OFFICIALS. ALL NECESSARY PERMITS MUST BE OBTAINED IN ADVANCE OF LOAD LIMITS POSTED ON PUBLIC ROADWAY MUST BE MAINTAINED. THE DELIVERY OF WIDE LOADS OR HEAVY LOADS SHALL BE COORDINATED WITH THE 20.

ALL LANES OF TRAFFIC MUST BE MAINTAINED ON ALL ROADS DURING NON-WORKING HOURS.19.

PLAN MUST BE APPROVED BY THE CONTRACTING OFFICER.

BRIDGES. A MAINTENANCE OF TRAFFIC PLAN SHALL BE DEVELOPED BY THE CONTRACTOR. BEFORE WORK CAN BEGIN, THE MAINTENANCE OF TRAFFIC EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND ITEM 636 OF THE WEST VIRGINIA DOT STANDARD SPECIFICATIONS FOR ROADS AND DEVICES, AND FURNISH WATCHMEN AND FLAGMEN AS MAY BE NECESSARY TO MAINTAIN SAFE TRAFFIC CONDITIONS IN ACCORDANCE WITH THE LATEST THE CONTRACTOR SHALL FURNISH, ERECT, MAINTAIN, AND REMOVE LIGHTS, SIGNS, BARRICADES, TEMPORARY GUARDRAILS, OTHER TRAFFIC CONTROL 18.

NECESSARY TO CONTROL THE SITE.

SECURITY OF THE SITE SHALL BE THE TOTAL RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL DETERMINE THE EXTENT OF SECURITY 17.

CONTRACTING OFFICER AND EAST LYNN OPERATIONS FOR A DESIGNATED STAGING AND STORAGE AREA AT THE PROJECT SITE.

CONTRACTOR SHALL NOT BLOCK OR ADVERSELY AFFECT ANY STREET, ROAD, OR PUBLIC AREA. THE CONTRACTOR SHALL COORDINATE WITH THE THE USE OF THE SITE FOR CONSTRUCTION STAGING OR OTHER OPERATIONS SHALL BE COORDINATED WITH THE CONTRACTING OFFICER. THE 16.

REQUIREMENTS OF ALL APPLICABLE AGENCIES.

THE CONTRACTOR SHALL MAINTAIN A FREE, SAFE, AND APPROVED MEANS OF INGRESS AND EGRESS FROM THE WORK AREA IN ACCORDANCE WITH THE 15.

CATCH BASINS, AND OTHER STORM WATER INLET STRUCTURES IN COMPLIANCE WITH THE EROSION CONTROL PLANS INCLUDED HEREIN.

DIRECT. SILT FENCES AND OTHER NECESSARY FILTERING DEVICES SHALL BE MAINTAINED AT AREAS OF STOCKPILED MATERIALS, EXCAVATED AREAS, THE CLEANUP AND DISPOSAL OF EXCESS EXCAVATED MATERIALS SHALL BE DONE AS SOON AS PRACTICAL AND AS THE CONTRACTING OFFICER MAY 14.

AND PROPERTY TO ITS ORIGINAL CONDITION TO THE SATISFACTION OF THE CONTRACTING OFFICER.

THE CONTRACTOR SHALL CLEAN UP ALL DEBRIS AND MATERIALS RESULTING FROM HIS OPERATION AND RESTORE ALL SURFACES, STRUCTURES, DITCHES, 13.

ALL WASTE GENERATED IN THE COURSE OF THE WORK SHALL BE PROPERLY DISPOSED AT A GOVERNMENT APPROVED SANITARY LANDFILL.12.

THE CONTRACTOR SHALL NOTIFY WEST VIRGINIA 811 SERVICE PRIOR TO ANY EXCAVATION AT THE PROJECT SITE.11.

THAT INCONVENIENCE TO CUSTOMERS IS MINIMIZED. NO UTILITY SERVICE SHALL BE INTERRUPTED OVERNIGHT.

UTILITY SERVICES BROKEN OR DAMAGED BY THE CONTRACTOR SHALL BE IMMEDIATELY REPAIRED TO THE SATISFACTION OF THE UTILITY OWNER SUCH 10.

CONDUITS CROSSING THE TRENCH, OR OTHERWISE EXPOSED SHALL BE ADEQUATELY BRACED AND SUPPORTED TO PREVENT DAMAGE.

CONSTRUCTION OPERATIONS TO PERMIT ADJUSTMENTS IN LINE OR GRADE, IF REQUIRED, TO ELIMINATE CONFLICT OR INTERFERENCE. EXISTING PIPES OR LOCATE AND EXPOSE THEM PRIOR TO CONSTRUCTION OF THE PROPOSED FEATURE. THIS WORK IS TO BE DONE SUFFICIENTLY IN ADVANCE OF THE WHERE EXISTING UTILITIES AND/OR STRUCTURES ARE INDICATED AS BEING NEAR THE LINE OF THE PROPOSED IMPROVEMENT, THE CONTRACTOR SHALL 9.

CONSTRUCTION TO VERIFY THE VERTICAL AND HORIZONTAL EFFECT ON THE PROPOSED CONSTRUCTION.

APPURTENANCES WHETHER SHOWN ON THESE PLANS OR NOT. THE CONTRACTOR SHALL EXPOSE ALL UTILITIES OR STRUCTURES PRIOR TO THE CONTRACTOR IS RESPONSIBLE FOR THE INVESTIGATION LOCATION, SUPPORT, PROTECTION, AND RESTORATION OF ALL EXISTING UTILITIES AND 8.

CONTRACTOR AND THE COST OF SAME SHALL BE INCIDENTAL TO THE CONSTRUCTION OF IDENTIFIED ITEMS.

ALL ITEMS OF WORK CALLED FOR ON THE PLANS FOR WHICH NO SPECIFIC ITEM OF CONSTRUCTION IS IDENTIFIED SHALL BE PERFORMED BY THE 7.

MANUAL, EM 385-1-1.

PROJECT. THE CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF THE US ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 IS REQUIRED OF THE CONTRACTOR AND ALL SUBCONTRACTORS ON THE 6.

ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REQUIREMENTS.

THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO THE START OF ANY CONSTRUCTION. ALL WORK SHALL BE PERFORMED IN 5.

PHASE.

THE CONTRACTING OFFICER SHALL BE NOTIFIED IN WRITING AT LEAST FIVE (5) WORKING DAYS PRIOR TO THE START OF ANY SPECIFIC CONSTRUCTION 4.

SURVEYOR DULY REGISTERED WITH THE WEST VIRGINIA STATE BOARD OF PROFESSIONAL SURVEYORS.

ANY PROPERTY CORNERS, PERMANENT SURVEY MARKERS OR MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REESTABLISHED BY A 3.

CONTRACTING OFFICER.

ANY MODIFICATION TO THE SPECIFICATION OR CHANGES TO THE WORK AS SHOWN ON THESE DRAWINGS MUST HAVE PRIOR WRITTEN APPROVAL OF THE 2.

DIRECTION OF THE DITCH AND SHOULDER WORK.

WHERE SHOULDER AND DITCH WORK IS TO OCCUR THE CWL MAY BE EXTENDED TO 20-FEET OFFSET FROM THE CENTERLINE OF THE ROADWAY IN THE PROPERTY. THE CONTRACTOR WORK LIMITS (CWL) SHALL BE LIMITED TO 10-FEET OFFSET FROM THE CENTERLINE OF THE ROADWAY IN EITHER DIRECTION.

THE CONTRACTOR SHALL CONFINE HIS ACTIVITIES TO THE EAST FORK RECREATION AREA ACCESS ROAD AND SHALL NOT TRESPASS UPON OTHER PRIVATE 1.

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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

CJ

COL

CONC

CONST

CONT

CRS

CWL

CY

DCIP

DI

DIA

DIM

DWG

L

CTRS

CL, CLR

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

SPACED

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

SPA

SQ

SS

STA

STD

STIR

STL

STR

SY

SYM

T

TOE

TYP

UNO

V, VERT

VAR

VC

VPT

VPC

VPI

STAINLESS STEEL, SIDE SLOPE

UP UNDERGROUND POWER

ST STORM

SR STATE ROUTE

WATERWAT

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 ELECTRICAL

HIGH STRENGTH

LIMITED WORK LIMITSLWL

MAXIMUM

MANHOLE

MINIMUM

MARK

NORTH

NUMBER

MAX

MH

MK

N

MIN

MJ MECHANICAL JOINT

#, NO

GENERAL LEGEND

SANITARY ROADS AND RAILWAYS MAPPING

DRAINAGE

EARTHWORK

ABBREVIATIONS

UTILITIES SURVEY SYMBOLS

SECTION DESIGNATIONS

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ABUT ABUTMENT

APPROX APPROXIMATELY

CC,C TO C

EOR EDGE OF ROAD

EMBED EMBEDMENT

FHMB FLAT HEAD MACHINE BOLT

HHMB HEX HEAD MACHINE BOLT

R,RAD

SCH SCHEDULE

SPACESSPC

W/L WATER LINE

W/ WITH

M W

C

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N T

IN

G T

O N

W V

E A

S T L

Y N

N L

A K

E A

N D D

A M

E A

S T L

Y N

N

W V

P A

V

IN

G E

A S

T F

O R

K R

E C

R E

A T

IO

N A

R E

A A

C C

E S

S R

O

GI005

N

C E

L R

H -E

L T -P

V E

F A

R

G I0

.d g n

M W

C

R E

A

E N

V

IR

O N

M E

N T

A L P

R O

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C T

IO

N M

E A

S U

R E

S

EPM NO. 14 - BORROW AREAS SHALL NOT BE LOCATED IN OR ADJACENT TO LIVE STREAMS.

EPM NO. 13 - SLOPES OF THE BORROW SITE SHALL BE GRADED AND DRESSED TO BLEND WITH THE ADJACENT TERRAIN.

EPM NO. 12 - DEVELOPMENT AND RECLAMATION OF BORROW AREAS SHALL BE IN ACCORDANCE WITH THE APPROVED BORROW AREA RECLAMATION PLAN.

OFFICER.

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

EPM NO. 11 - THE CONTRACTOR SHALL ERECT LOG BARRIERS IN SPECIFIED LOCATIONS TO PREVENT EXCAVATED MATERIAL FROM ESCAPING DOWN THE SLOPE.

OTHERWISE SPECIFIED.

BUILDINGS SHALL BE REMOVED, AND THE SITES WILL BE RESTORED TO A NEAT AND PRESENTABLE CONDITION APPROPRIATE TO THE LANDSCAPE, UNLESS

EPM NO. 10 - WHEN WORK IS COMPLETED, WHETHER ON GOVERNMENT-OWNED LANDS OR ON PRIVATE LANDS, ALL CAMP, STORAGE AND OTHER CONTRACTOR'S

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 PROVIDE

EPM NO. 9 - WHERE EXCAVATION OF TRAILS IS NECESSARY, RAMPS SHALL BE CONSTRUCTED IN CUTS AREAS OR TRAILS SHALL BE REROUTED TO PROVIDE

IN A SAFE AND PASSABLE CONDITION AT ALL TIMES.

EPM NO. 8 - WHERE GAME TRAILS OR HIKING TRAILS CROSS CONSTRUCTION AREAS, SUCH TRAILS SHALL NOT BE COVERED BY DEBRIS AND SHALL BE MAINTAINED

APPROXIMATELY MATCHING THE COLOR OF THE BARK.

EPM NO. 7 - ALL TREATED WOUNDS AND SPECIFIED PRUNING CUTS SHALL BE PAINTED WITH AN APPROVED TREE PRUNING COMPOUND OF A COLOR

EPM NO. 6 - ALL TRIMMING OR PRUNING SHALL BE DONE WITH SAWS OR PRUNING SHEARS. TREE TRIMMING WITH AXES WILL NOT BE PERMITTED.

REMAIN.

EPM NO. 5 - ROPES, GUYS OR OTHER MEANS SHALL BE USED WHERE NECESSARY TO RESTRAIN MATERIALS FROM DAMAGING TREES OR SHRUBS WHICH ARE TO

AND SHRUBS WHICH ARE TO REMAIN.

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

EPM NO. 4 - DURING CLEARING OPERATIONS, TREES AND DEBRIS SHALL NOT BE ALLOWED TO FALL OUTSIDE THE CLEARING LIMITS WHERE SUCH FALLS WOULD

EPM NO. 3 - WHERE TREE CLIMBING IS NECESSARY, THE USE OF CLIMBING SPURS WILL NOT BE PERMITTED.

OR WIRE IS PLACED.

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

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

EPM NO. 2 - EXCEPT IN AREAS TO BE CLEARED, NO ROPES, CABLES OR GUYS SHALL BE FASTENED TO OR ATTACHED TO TREES. UNLESS SPECIFICALLY

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 EMPHASIZING THE

DEFACE THE LANDSCAPE.

EPM NO. 30 - LOOSE ROCKS, COBBLES AND BOULDERS FALLING OUTSIDE THE FINISHED SLOPES SHALL BE REMOVED IN SUCH A MANNER AS TO NOT

EPM NO. 29 - OTHER THAN SOLID ROCK, THE TOPS OF EXCAVATED SLOPES SHALL BE ROUNDED OFF AS SHOWN ON THE CONTRACT DRAWINGS.

EPM NO. 28 - DON'T USE CUTTING BLADES ON DOZERS WHEN EXCAVATING ON SLOPES.

EPM NO. 27 - FULL U-BLADES SHALL BE USED ON DOZERS EXCAVATING ON SLOPES.

NOT CONTRIBUTE TO LOSS OF MATERIAL DOWN THE SLOPE.

EPM NO. 26 - EXCAVATION OF BLASTED MATERIAL SHALL BE CONDUCTED IN SUCH A MANNER THAT OPERATION OF EXCAVATION EQUIPMENT DOES

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 THE

EPM NO. 25 - USE RETENTION RIDGES: THE PATTERN OF DRILLING AND THE DEPTH, SIZE AND LOADING OF HOLES ALONG THE OUTER EDGE OF

EPM NO. 24 - WASTE MATERIALS SHALL NOT BE DUMPED ON SLOPES.

EPM NO. 23 - HIGH HEAT BURNING SHALL BE DONE IN BURNING BOXES, PORTABLE INCINERATORS, OPEN PITS OR TRENCHES.

EPM NO. 22 - BURN PILES AND INDIVIDUAL PIECES OF BURNED MATERIAL SHALL NOT BE ALLOWED TO SMOLDER.

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

EPM NO. 21 - USE APPROVED TEMPORARY METHODS OF STABILIZATION CONSISTING OF SPRINKLING, CHEMICAL TREATMENT, LIGHT BITUMINOUS

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 WOULD

EPM NO. 20 - 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. 19 - THE CONTRACTOR SHALL PERFORM ALL WORK IN A MANNER TO PREVENT ANY INTERFERENCE OR DISTURBANCE TO THE SAFE

EPM-NO. 18 - WHERE FREQUENT STREAM CROSSINGS ARE NECESSARY, TEMPORARY CULVERTS OR BRIDGES SHALL BE PROVIDED.

CHANNEL DIVERSION ONLY.

EPM NO. 17 - THE USE OF EQUIPMENT WITHIN STREAMS SHALL BE HELD TO THAT NECESSARY FOR PREPARING A BASE FOR CULVERTS AND FOR

EPM NO. 16 - 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. 15 - AT ALL TIMES OF THE YEAR, SPECIAL MEASURES SHALL BE TAKEN TO PREVENT CHEMICALS, FUELS, OILS, GREASES, BITUMINOUS

ENVIRONMENTAL PROTECTION MEASURES

S O

L

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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

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S I

D

H U

N T

IN

G T

O N D

IS

T R

IC

T

T H S

T R

E E

T

H U

N T

IN

G T

O N

W V

E A

S T L

Y N

N L

A K

E A

N D D

A M

E A

S T L

Y N

N

W V

P A

V

IN

G E

A S

T F

O R

K R

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R E

A T

IO

N A

R E

A A

C C

E S

S R

O

CS101

M

A

T

A

C E

L R

H -E

L T

-P

V E

F A

R C

S .d g n

O V

E R

A L

L S

IT

E

P L

A N

+0

35+00

40+00

45+00

50+00

55+00

80+0

85+0

+0

115+00

120+00

125+00

130+00

135+00

140+00

5+

0+

5+

0+

0+

185+

190+00

5+

6+

6+

LEGEND

INTERSECTION 1

2INTERSECTION

3INTERSECTION

NOTES

SEE SHEET CS501 FOR DETAIL

SURFACE TREATMENT OVER BITUMINOUS SURFACE,

SEE SHEET CS501 FOR DETAIL

FULL DEPTH REPAIR,

N

SEE SHEET CS103

FAILURE AREA SITES 5 - 7

SEE SHEET CS104

FAILURE AREA SITES 8 - 14

SEE SHEET CS105

FAILURE AREA SITES 15 - 17

INTERSECTION 4

INTERSECTION 5

INTERSECTION 6

INTERSECTION 8

INTERSECTION 7

800'0 400'

N

N

N

N

N

N

E

E

E

E

E

E

F1

SCALE: 1" = 400'

SEE SHEET CS102

FAILURE AREA SITES 1 - 4

END ROAD WORK

BEGIN ROAD WORK

SITE 15

SITE 14

SITE 17

SITE 2SITE 16

SITE 4

SITE 13

SITE 1

SITE 12

SITE 3

SITE 7b

SITE 7a

SITE 11

SITE 6

SITE 10

SITE 8

SITE 9

SITE 5

OVERALL SITE PLAN

L

IN

E D

IV

IS

IO

N

158+40

LIN

E

D

IV

IS

IO

N

O P T

IO

N

O P T

IO

N

O P

TI

O N

O P

TI

O N

OPTIO

N 2

OPTIO

N 1

52+

80DIV

ISI

ON L

INE

INTERSECTION 9

INTERSECTION 10

OPTION. REFER TO DETAIL C6 ON SHEET CS501.

EXCLUDING THE AREAS DESIGNATED FOR REPAIR IN THE BASE BID

158+40 TO STA. 196+78 WITH 1-1/2" BITUMINOUS SURFACE COURSE

BID OPTION 4: RESURFACE 0.73-MILES OF ACCESS ROAD FROM STA.

OPTION. REFER TO DETAIL C6 ON SHEET CS501.

EXCLUDING THE AREAS DESIGNATED FOR REPAIR IN THE BASE BID

105+60 TO STA. 158+40 WITH 1-1/2" BITUMINOUS SURFACE COURSE

BID OPTION 3: RESURFACE 1-MILE OF ACCESS ROAD FROM STA.

OPTION. REFER TO DETAIL C6 ON SHEET CS501.

EXCLUDING THE AREAS DESIGNATED FOR REPAIR IN THE BASE BID

TO STA. 105+60 WITH 1-1/2" BITUMINOUS SURFACE COURSE

BID OPTION 2: RESURFACE 1-MILE OF ACCESS ROAD FROM STA. 52+80

REFER TO DETAIL C6 ON SHEET CS501.

THE AREAS DESIGNATED FOR REPAIR IN THE BASE BID OPTION.

TO STA. 52+80 WITH 1-1/2" BITUMINOUS SURFACE COURSE EXCLUDING

BID OPTION 1: RESURFACE 1-MILE OF ACCESS ROAD FROM STA. 0+00

SURFACE TREATMENTS, AND SHOULDER AND DITCH WORK.

THE REPAIRS INCLUDE FULL DEPTH REPAIR, POTHOLE REPAIR,

(22) CULVERT CROSSINGS ALONG THE 3.7-MILE LONG ACCESS ROAD.

(TOTALING 3,786-FEET), TEN (10) INTERSECTIONS, AND TWENTY-TWO

BASE BID OPTION: REPAIR THE ACCESS ROAD SEVENTEEN (17) SITES

BID OPTIONS:

AND EAST LYNN OPERATIONS.

AREA. COORDINATE WITH CONTRACTING OFFICER

DESIGNATED CONTRACTOR STAGING AND STORAGE

EAST FORK RECREATION AREA PARKING LOT:

SEE SHEET CS501 FOR DETAIL

RESURFACING HEEL-IN FOR INTERSECTION,

DRAWING CS501.

FOR MISCELLANEOUS DETAILS FOR ROAD REPAIR SEE 4.

CULVERT CROSSING REPAIR DETAIL.

THE CONTRACTOR SHALL REPAIR. SEE DRAWING CS501 FOR

CULVERT CROSSING, WITHIN THE LIMITS OF WORK, IN WHICH

CULVERT CROSSING REPAIR - THERE ARE TWENTY-TWO (22) 3.

DETAIL.

SHALL REPAIR. SEE DRAWING CS501 FOR POT-HOLE REPAIR

WITHIN THE LIMITS OF WORK, IN WHICH THE CONTRACTOR

POT-HOLE REPAIR - THERE ARE SIXTY-FIVE (65) POT-HOLES, 2.

SEE DRAWING CS501.

ROADWAY. FOR MISCELLANEOUS DETAILS FOR ROAD REPAIR

LINEAR FEET OR 3.7 MILES, ALONG THE CENTERLINE OF THE

PROJECT LIMITS - EAST FORK PROJECT LIMITS ARE 19,500 1.

ON ACCESS BRIDGE

15 TON WEIGHT LIMIT RESTRICTION

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 I Z

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

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

S

I D

H U

N T

IN

G

T O

N D

IS

T

R

IC

T

T H

S T

R E

E T

H U

N T

IN

G

T O

N W

V

E A

S T

L Y

N N

L A

K E

A N

D D

A M

E A

S T

L Y

N N

W

V

P A

V

IN

G E

A S

T F

O R

K R

E C

R E

A T

IO

N

A R

E A

A C

C E

S S

R O

APPROXIMATE LOCATION: STA: 17+82

SEE SHEET CS501 FOR HEEL-IN DETAIL

INTERSECTION 1

APPROXIMATE LOCATION: STA: 24+64 - STA: 24+99

REPAIR: SURFACE TREATMENT OVER BITUMINOUS SURFACE

WIDTH: FULL WIDTH

LENGTH: 35’

OPTION 4: TWO BIG POT-HOLES

APPROXIMATE LOCATION: STA: 10+89 - STA: 11+54

REPAIR: SURFACE TREATMENT OVER BITUMINOUS SURFACE

WIDTH: FULL WIDTH

LENGTH: 65’

OPTION 3: SLIP

APPROXIMATE LOCATION: STA: 8+83 - STA: 9+33

REPAIR: SURFACE TREATMENT OVER BITUMINOUS SURFACE

WIDTH: FULL WIDTH

LENGTH: 50’

OPTION 2: ROUGH ROAD

APPROXIMATE LOCATION: STA: 4+31 - STA: 5.87

REPAIR: FULL DEPTH REPAIR

WIDTH: FULL WIDTH

LENGTH: 156’

OPTION 1: SLIDE AREA - D

BEGIN ROAD WORK

CS102

N

R E

A

R

C

C E

L R

H -E

L T -P

V E

F A

R

C S .d

F

IL

U R

E A

R E

A S

IT

E S

LEGEND

NOTES

SEE SHEET CS501 FOR DETAIL

FULL DEPTH REPAIR,

SEE SHEET CS501 FOR DETAIL

SURFACE TREATMENT OVER BITUMINOUS SURFACE,

N

80' 160'0

DRAWING CS501.

1. FOR MISCELLANEOUS DETAILS FOR ROAD REPAIR SEE

N 393600

E

E

E

E

N 393600

G1

FAILURE AREA SITES 1 - 4

SCALE: 1" = 80'

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

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S I

D

H U

N T

IN

G T

O N D

IS

T R

IC

T

T H S

T R

E E

T

H U

N T

IN

G T

O N

W V

E A

S T L

Y N

N L

A K

E A

N D D

A M

E A

S T L

Y N

N

W V

P A

V

IN

G E

A S

T F

O R

K R

E C

R E

A T

IO

N A

R E

A A

C C

E S

S R

O

APPROXIMATE LOCATION: STA: 78+00

SEE SHEET CS501 FOR HEEL-IN DETAIL

INTERSECTION 3

APPROXIMATE LOCATION: STA: 84+00

SEE SHEET CS501 FOR HEEL-IN DETAIL

INTERSECTION 4

APPROXIMATE LOCATION: STA: 89+25

SEE SHEET CS501 FOR HEEL-IN DETAIL

INTERSECTION 5

APPROXIMATE LOCATION: STA: 92+06

SEE SHEET CS501 FOR HEEL-IN DETAIL

INTERSECTION 6

APPROXIMATE LOCATION: STA: 93+03

SEE SHEET CS501 FOR HEEL-IN DETAIL

INTERSECTION 7

APPROXIMATE LOCATION: STA: 92+78 - STA: 93+38

REPAIR: SURFACE TREATMENT OVER BITUMINOUS SURFACE

WIDTH: FULL WIDTH

LENGTH: 60’

OPTION 7b: FAILURE AREA PAST THE BRIDGE

APPROXIMATE LOCATION: STA: 92+33 - STA: 92+78

REPAIR: SURFACE TREATMENT OVER BITUMINOUS SURFACE

WIDTH: 8’

LENGTH: 45’

OPTION 7a: FAILURE AREA AT BRIDGE

APPROXIMATE LOCATION: STA: 78+35 - STA: 85+35

REPAIR: SURFACE TREATMENT OVER BITUMINOUS SURFACE

WIDTH: FULL WIDTH

LENGTH: 700’

OPTION 6: SHOULDER AREA - C

APPROXIMATE LOCATION: STA: 68+41 - STA: 69+91

REPAIR: SURFACE TREATMENT OVER BITUMINOUS SURFACE

WIDTH: FULL WIDTH

LENGTH: 150’

OPTION 5: ROUGH ROAD

N

R E

A

R

C

B1

SCALE: 1" = 80'

C E

L R

H -E

L T -P

V E

F A

R

C S .d

80' 160'0

FAILURE AREA SITES 5 - 7

CS103

F A

IL

U R

E A

R E

A S

IT

E S

E

E

N

E

E

E

E

N

N

N

N

N

N

N

LEGEND

NOTES

DRAWING CS501.

1. FOR MISCELLANEOUS DETAILS FOR ROAD REPAIR SEE

SEE SHEET CS501 FOR DETAIL

SURFACE TREATMENT OVER BITUMINOUS SURFACE,

N

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

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S I

D

H U

N T

IN

G T

O N D

IS

T R

IC

T

T H S

T R

E E

T

H U

N T

IN

G T

O N

W V

E A

S T L

Y N

N L

A K

E A

N D D

A M

E A

S T L

Y N

N

W V

P A

V

IN

G E

A S

T F

O R

K R

E C

R E

A T

IO

N A

R E

A A

C C

E S

S R

O

APPROXIMATE LOCATION: STA: 115+53 + STA: 121+23

REPAIR: FULL DEPTH REPAIR AND DITCHING

WIDTH: 8’

LENGTH: 570’

OPTION 11: ROUGH ROAD - SHOULDER

APPROXIMATE LOCATION: STA: 112+37 - STA: 112+57

REPAIR: SURFACE TREATMENT OVER BITUMINOUS SURFACE

WIDTH: FULL WIDTH

LENGTH: 20’

OPTION 10: ROUGH ROAD

APPROXIMATE LOCATION: STA: 108+95 - STA: 111+25

REPAIR: SURFACE TREATMENT OVER BITUMINOUS SURFACE

WIDTH: FULL WIDTH

LENGTH: 230’

OPTION 9: ROUGH ROAD

APPROXIMATE LOCATION: STA: 104+69 - STA: 105+34

REPAIR: SURFACE TREATMENT OVER BITUMINOUS SURFACE

WIDTH: FULL WIDTH

LENGTH: 65’

OPTION 8: ROUGH ROAD

APPROXIMATE LOCATION: STA: 127+00 - STA: 127+90

REPAIR: SURFACE TREATMENT OVER BITUMINOUS SURFACE

WIDTH: FULL WIDTH

LENGTH: 90’

OPTION 12: ROUGH ROAD

APPROXIMATE LOCATION: STA: 129+49 - STA: 132+79

REPAIR: SURFACE TREATMENT OVER BITUMINOUS SURFACE

WIDTH: FULL WIDTH

LENGTH: 330’

OPTION 13: ROUGH ROAD

STA: 134+18 - STA: 134+98

APPROXIMATE LOCATION:

OVER BITUMINOUS SURFACE

REPAIR: SURFACE TREATMENT

WIDTH: FULL WIDTH

LENGTH: 80’

OPTION 14: ROUGH ROAD

A3

SCALE: 1" = 80' 80' 160'0

C E

L R

H -E

L T -P

V E

F A

R

C S .d

CS104

L

N

R E

A

R E

A

M W

C

FAILURE AREA SITES 8 - 14

F A

IL

U R

E A

R E

A S

IT

E S

N 396000

E

E

E

E

E

E

N 395200

N 395200

N 396000

N 396800

N 396800

LEGEND

NOTES

DRAWING CS501.

1. FOR MISCELLANEOUS DETAILS FOR ROAD REPAIR SEE

N

SEE SHEET CS501 FOR DETAIL

SURFACE TREATMENT OVER BITUMINOUS SURFACE,

SEE SHEET CS501 FOR DETAIL

FULL DEPTH REPAIR,

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

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S I

D

H U

N T

IN

G T

O N D

IS

T R

IC

T

T H S

T R

E E

T

H U

N T

IN

G T

O N

W V

E A

S T L

Y N

N L

A K

E A

N D D

A M

E A

S T L

Y N

N

W V

P A

V

IN

G E

A S

T F

O R

K R

E C

R E

A T

IO

N A

R E

A A

C C

E S

S R

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175+0

180+00

APPROXIMATE LOCATION: STA: 161+33 - STA: 165+33

REPAIR: SURFACE TREATMENT OVER BITUMINOUS SURFACE

WIDTH: FULL WIDTH

LENGTH: 400’

OPTION 15: FAILURE AREA - A

APPROXIMATE LOCATION: STA: 168+55 - STA: 172+15

REPAIR: SURFACE TREATMENT OVER BITUMINOUS SURFACE

WIDTH: FULL WIDTH

LENGTH: 360’

OPTION 16: ROUGH ROAD

APPROXIMATE LOCATION: STA: 179+01 - STA: 182+81

REPAIR: SURFACE TREATMENT OVER BITUMINOUS SURFACE

WIDTH: FULL WIDTH

LENGTH: 380’

OPTION 17: ROUGH ROAD

F1

SCALE: 1" = 60' 60' 120'0

FAILURE AREA SITES 15 - 17

E

E

E

E

E

N 398400N 398400

N 399000

E

N 399000

C E

L R

H -E

L T -P

V E

F A

R

C S .d

CS105

L

N

R E

A

R E

A

M W

C F

A

IL

U R

E A

R E

A S

IT

E S

LEGEND

NOTES

DRAWING CS501.

1. FOR MISCELLANEOUS DETAILS FOR ROAD REPAIR SEE

SEE SHEET CS501 FOR DETAIL

SURFACE TREATMENT OVER BITUMINOUS SURFACE,

N

S O

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IT

A T

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N N

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D E

S

IG

N E

D B

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D E

S C

R

IP

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N

A

M A

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S

IZ

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S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

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C H

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K E

D B

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D R

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N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S I

D

H U

N T

IN

G T

O N D

IS

T R

IC

T

T H S

T R

E E

T

H U

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IN

G T

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W V

E A

S T L

Y N

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A K

E A

N D D

A M

E A

S T L

Y N

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W V

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IN

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R E

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N A

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A A

C C

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S R

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APPROXIMATE LOCATION: STA: 99+49

SEE SHEET CS501 FOR HEEL-IN DETAIL

INTERSECTION 8

APPROXIMATE LOCATION: STA: 102+91

GUARD HOUSE

APPROXIMATE LOCATION: STA: 100+13 - STA: 105+75

SEE SHEET CS501 FOR HEEL-IN DETAIL

APPROXIMATE LOCATION: STA: 104+69 - STA: 105+34

REPAIR: SURFACE TREATMENT OVER BITUMINOUS SURFACE

WIDTH: FULL WIDTH

LENGTH: 65’

OPTION 8: ROUGH ROAD

G1

SCALE: 1" = 40'

SEE SHEET CS501 FOR DETAIL

SURFACE TREATMENT OVER BITUMINOUS SURFACE,

N

LEGEND

NOTES

DRAWING CS501.

1. FOR MISCELLANEOUS DETAILS FOR ROAD REPAIR SEE

CS106

A

T L

N

C E

L R

H -E

L T -P

V E

F A

R

C S .d

A

F A

IL

U R

E A

R E

A S

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E G

U A

R D H

O U

S E L

O C

A T

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N

FAILURE AREA SITE 8 GUARD HOUSE LOCATION

N 395200

N 394800

E

N 394800 E

E

N 395200

N 395600

E

E

E

0 N 395600

40' 80'0

S O

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N E

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D B

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D A

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C O

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C T N

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K E

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Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S I

D

H U

N T

IN

G T

O N D

IS

T R

IC

T

T H S

T R

E E

T

H U

N T

IN

G T

O N

W V

E A

S T L

Y N

N L

A K

E A

N D D

A M

E A

S T L

Y N

N

W V

P A

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IN

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TO PLACING AGGREGATE BASE CRSE

PROOF TAMP SUBGRADE PRIOR

SEAL JOINT AFTER COMPLETION OF PAVING

12"

SURFACE POT-HOLEPOT-HOLE EXTENDING INTO BASE

EXISTING STONE BASE

12" 12" 12"

MATCH EXISTING CROSS SLOPE

EXISTING PAVEMENT

PAVEMENT BEFORE EXCAVATION

SAW-CUT EXISTING

MARSHALL ASPHALT WEAR CRSE, SG, TY I

1.5" WVDOT ITEM 401002-020,

MARSHALL ASPHALT BASE CRSE, SG, TY II

3" WVDOT ITEM 401001-023,

FABRIC FOR SEPARATION

WVDOT ITEM 207034-000,

TACK COAT

TACK COAT

TACK COAT

EXISTING GROUND

(SEE D1 DETAIL)

POT-HOLE REPAIR

MARSHALL ASPHALT WEAR CRSE, SG, TY I

1.5" WVDOT ITEM 401002-020,

45° STEPPING

45° STEPPING

EXISTING CONCRETE OR HMA PAVEMENT

AREA OF HEEL-IN TO BE NOTCHED INTO

EXISTING PAVEMENT

12'

18'

EXISTING GROUND

EXISTING PAVEMENT

45° STEPPING

MATCH EXISTING CROSS SLOPE

MARSHALL ASPHALT WEAR CRSE, SG, TY I

1.5" WVDOT ITEM 401002-020,

MARSHALL ASPHALT SCRATCH CRSE, SG, TY I

WVDOT ITEM 401007-020,

DEPTH

MINIMUM 8"

TO EXISTING VEGETATION

MINIMIZE DISTRUPTION

GRADE TO DRAIN

3:1 DESIRABLE

EXISTING CONCRETE OR HMA PAVEMENT

AREA OF HEEL-IN TO BE NOTCHED INTO

EXISTING PAVEMENT

4'

6'

OF ONE ANOTHER

PLACED WITHIN THREE (3) DAYS

BETWEEN NEW ASPHALT LAYERS

TACK COAT NOT REQUIRED

(SEE F2 DETAIL)

FULL DEPTH REPAIR

CROSSING

CULVERT

EXISTING

CULVERT CROSSING

BACKFILL AT

EXISTING GRAVEL

SHOULDER

EDGE OF

SURFACE

BITUMINOUS

EXISTING

(SEE TABLE 408.11 FOR APPLICATION RATE)

TACK COAT ON ENTIRE SURFACE

APPLY A LAYER OF WVDOT ITEM 408

(SEE TABLE 408.11 FOR APPLICATION RATE)

TACK COAT ON ENTIRE SURFACE

APPLY A LAYER OF WVDOT ITEM 408

(SEE TABLE 408.11 FOR APPLICATION RATE)

WVDOT ITEM 408 TACK COAT

(SEE TABLE 408.11 FOR APPLICATION RATE)

WVDOT ITEM 408 TACK COAT

(BASE COMPACTED IN 3" LIFTS)

AGGREGATE BASE COURSE, CLASS 1

6" WVDOT ITEM 307001-000,

MATCH EXISTING WIDTH

WITH EXISTING PAVEMENT

FINISH FULL DEPTH REPAIR FLUSH

MATCH EXISTING WIDTH

MATCH EXISTING WIDTH

L R

H -E

L T -P

V E

F A

R

C S .d

A

T L

N

M W

C

R E

A

CS501

T Y

P

IC

A L D

E T

A

IL

F2

SCALE: NOT TO SCALE

D1

C6

RESURFACING - ONE COURSE TYPICAL SECTION

FULL DEPTH REPAIR

WVDOT POT-HOLE REPAIR DETAIL

G7

RESURFACING HEEL-IN DETAIL

1.5" RESURFACING THICKNESS

NOTCH 1"

AS INDICATED IN PLANS

LIMIT OF RESURFACING

B1

SURFACE TREATMENT OVER BITUMINOUS SURFACE

TERMINI FOR SKIP RESURFACING PROJECTS.

2. THIS DETAIL TO BE USED AT TERMINI OF RESURFACING PROJECTS AND AT ALL

1. PAYMENT FOR HEEL-IN TO BE INCLUDED IN VARIOUS PAY ITEMS OF THIS PROJECT.

D5

SHOULDERS AND DITCHES DETAIL

D8

1.5" RESURFACING THICKNESS

NOTCH 1"

RESURFACING HEEL-IN DETAIL FOR INTERSECTION

AS INDICATED IN PLANS

LIMIT OF RESURFACING

F5

EXISTING PAVEMENT

EXISTING PAVEMENT

CULVERT CROSSING REPAIR DETAIL

LIMITS OF REPAIR

A8

WVDOT TACK COAT APPLICATION RATE

DIMENSIONS: 2' X 2' X 0.5' (L X W X D).

FOR BIDDING PURPOSES, ALL POT-HOLES SHALL BE ASSUMED TO HAVE THE FOLLOWING 4.

FURTHER COMPACTION BY TRAFFIC AND / OR RESURFACING.

REPAIR WITHIN 1/4" ABOVE THE LEVEL OF THE ORIGINAL PAVEMENT TO ALLOW FOR

SPECIFICATIONS. ENOUGH MATERIAL MUST BE USED TO BRING THE SURFACE OF THE

COURSE TYPE MEETING REQUIREMENTS OF SECTION 401 OF THE WVDOH STANDARD

THE REMAINING SURFACE POT-HOLE WILL BE FILLED WITH HOT-LAID ASPHALT BASE 3

THE EXISTING BASE WILL BE REPLACED WITH HOT-LAID ASPHALT.2.

DIRECTION OF TRAFFIC WITH THE EDGES NEAT AND AS NEARLY VERTICAL AS POSSIBLE.

SQUARE OR RECTANGLE WHOSE SIDES ARE PARALLEL OR AT RIGHT ANGLES TO THE

THE SIDES AND BOTTOMS MUST BE CLEANED AFTER THE HOLE IS SHAPED TO FORM A 1.

LIMITS OF REPAIR

10' (LENGTH)

FABRIC FOR SEPARATION TO BE INCLUDED IN VARIOUS PAY ITEMS OF THIS PROJECT.

1. PAYMENT FOR THE REQUIRED SAW-CUT, JOINT SEAL, SUBGRADE PREPARATION AND

CONTRACTING OFFICER.

ENCOUNTERED SHALLOWER, THE CONTRACTOR SHALL NOTIFY THE

DEPTH REPAIRS DO NOT DAMAGE THE CULVERT. IF A CULVERT CROWN IN

THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE FULL 1.

ADDITIONAL COST TO THE GOVERNMENT.

AND ALL ADDITONAL CUT MATERIAL GAINED SHALL REMOVED AT NO

THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE 2.

DRAINAGE WITHOUT LEAVING DITCH SOIL ON THE SHOULDER AREA.

EXISTING SHOULDER MATERIAL PLUS SHAPING OF DITCHES FOR PROPER

THIS OPERATION IS INTENDED TO BE MINOR SHAPING AND SCARIFYING OF 1.

INTERSECTIONS AND ALONG GUARD HOUSE AREA.

2. THIS DETAIL TO BE USED AT TERMINI OF RESURFACING PROJECTS AND AT

1. PAYMENT FOR HEEL-IN TO BE INCLUDED IN VARIOUS PAY ITEMS OF THIS PROJECT.

OF ONE-HALF INCH FOR THE ENTIRE AREA TO BE COVERED WITH SCRATCH COURSE.

1. THE QUANTITY FOR SCRATCH COURSE SHALL/SHOULD BE ESTIMATED AT A THICKNESS

S O

L

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S U

B M

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T E

D B

Y

D A

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C O

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K E

D B

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A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S I

D

H U

N T

IN

G T

O N D

IS

T R

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T

T H S

T R

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