WVDNR_West_Fork_Spelter_Site_10_CDs_2026-07-07.pdf

West Fork River Public Access Sites Construction Documents for the West Virginia Division of Natural Resources

May 13, 2026

C O

N

ST

R U

C

TI

O N

D O

C U

M

EN

TS

SITE LOCATION PROFESSIONAL SEALS

A R C H I T E C T S A N D E N G I N E E R S

State of West Virginia Division of Natural Resources Director, Stephen McDaniel Deputy Director, Emily Fleming Wildlife Resources Section Section Chief, Paul Johansen Deputy Chief of PEM, Matt Yeager

O W N E R

SITE LOCATION MAP

DRAWING INDEX

APPROVED BY:

WVDNR - Deputy Chief of PEM, Matt Yeager

SHEET SHEET NAME

NO.

Spelter PAS - Site 10

South Charleston, Kanawha County, West Virginia

1 TITLE SHEET

2 GENERAL NOTES

3 - 5 SITE DETAILS

7 EXISTING SITE & DEMO PLAN

6 EROSION & SEDIMENT DETAILS

9 SITE 10 GRADING PLAN

SITE 10 - SPELTER

ROAD PAS

10 SITE 10 VEHICLE TRACKING PLAN

8 SITE 10 LAYOUT PLAN

AutoCAD SHX Text \\Main\(16)LandscapeArchitecture\DNR-1022032-West_Fork_River_Boat_Ramps\CADD\Common_Sheets\GT01.dwg

AutoCAD SHX Text Harrison County, WV

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text 5088 Washington Street, West Charleston, West Virginia 25313 Phone: 304.776.7473 Fax: 304.776.6426 www.elrobinsonengineering.com Charleston, WV • Beckley, WV • Chapmanville, WV Beckley, WV • Chapmanville, WV Chapmanville, WV Ashland, KY • Cleveland, OH • Columbus, OH Cleveland, OH • Columbus, OH Columbus, OH Little Hocking, OH • Raleigh, NC • Columbia, SC • Raleigh, NC • Columbia, SC Raleigh, NC • Columbia, SC Columbia, SC Chantilly, VA

AutoCAD SHX Text

SET NO.

\\m ai n\ (1

6) la nd sc ap ea rc hi te ct ur e\ dn r-

2-w es t_ fo rk _r iv er

_b oa t_ ra m ps

\c ad d\ co m m on _s he et s\ gn

.d w g

P lo tte d by : s sh an k

GRADING NOTES:

1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. REPORT ANY CONCEALED UNSATISFACTORY MATERIALS OR

CONDITIONS THAT AFFECT NEW WORK AS INDICATED.

2. CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE TO ALL DRAINAGE STRUCTURES.

3. FIELD VERIFY ALL INVERT ELEVATIONS FOR POSITIVE DRAINAGE.

4. EXCESS SOIL MATERIAL WILL BE DISPOSED OF AT A PERMITTED OFF-SITE DISPOSAL FACILITY, OR AS DIRECTED BY THE

5. ALL EXCESS WASTE AREAS WILL BE GRADED FOR POSITIVE DRAINAGE WITH SUFFICIENT EROSION AND SEDIMENT CONTROL

MEASURES, AS NEEDED DURING GRADING OPERATIONS, AND RE-VEGETATED AS SPECIFIED.

GENERAL NOTES:

1. THE CONTRACTOR SHALL ASCERTAIN THE LOCATION OF ALL UNDERGROUND UTILITIES. CONTACT WEST VIRGINIA BY DIALING 811 OR 1(800)245-4848 A MINIMUM 72 HOURS PRIOR TO THE START OF ANY EXCAVATION OR DEMOLITION.

2. THE CONTRACTOR SHALL REPAIR TO PRE-EXISTING CONDITIONS OR BETTER, OR REPLACE ANY EXISTING SURFACES, STRUCTURES, SITE FEATURES SUCH AS RAILING OR FENCES, AND VEGETATION THAT ARE TO REMAIN, THAT ARE IMPACTED AS A RESULT OF THE

CONTRACTOR'S WORK OPERATIONS.

3. THE CONTRACTOR SHALL PROVIDE APPROPRIATE TRAFFIC CONTROL MEASURES DURING CONSTRUCTION OPERATIONS. COORDINATE ANY ROAD CLOSINGS OR DETOURS WITH THE WV DIVISION OF HIGHWAYS AND THE OWNER. FOLLOW MUTCD ALL CASES.

4. THE CONTRACTOR SHALL COORDINATE ANY ON-SITE OR OFF-SITE STAGING AREAS WITH THE WVDNR & LOCAL AUTHORITY.

5. ALL DEMOLISHED MATERIAL SHALL BE APPROPRIATELY RECYCLED OR DISPOSED OF LEGALLY IN ACCORDANCE WITH THE WV DIVISION

OF ENVIRONMENTAL PROTECTION SOLID WASTE REGULATIONS.

6. ALL UTILITY LIDS WITHIN THE PROJECT'S LIMITS SUCH AS MANHOLES, VARIOUS METERS, VALVES, ETC., SHALL BE ADJUSTED ACCORDINGLY (RAISED OR LOWERED) TO MEET FLUSH WITH PROPOSED FINISHED GRADE, AND SHALL BE FIRM, STABLE, SLIP

RESISTANT, AND GENERALLY PLANAR WITHOUT DISCONTINUITIES GREATER THAN 1

2" HORIZONTAL AND 14" VERTICAL.

7. THE CONTRACTOR SHALL INSTALL AND MAINTAIN SEDIMENT AND EROSION CONTROL MEASURES AS REQUIRED TO KEEP SILT, DIRT, AND DEBRIS OUT OF EXISTING DRAINAGE STRUCTURES AND OFF OF SURROUNDING PROPERTY, PAVEMENTS, ROADWAYS, AND

WATERWAYS.

8. THE CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADE FENCING, WARNING LIGHTS, ETC. AROUND THE PROJECT AREA, EQUIPMENT, AND MATERIALS AS NECESSARY TO PROTECT THE PUBLIC FROM HAZARDS ASSOCIATED WITH CONSTRUCTION

OPERATIONS.

9. IMMEDIATELY REPORT ANY AND ALL DISCREPANCIES IN PLANS DISCOVERED DURING DEMOLITION OPERATIONS OR CONSTRUCTION

TO THE PROJECT MANAGER OR THE APPROPRIATE OWNER'S REPRESENTATIVE.

10. CONTRACTOR SHALL SET NEW BENCHMARKS OUTSIDE THE LIMITS OF CONSTRUCTION PRIOR TO CLEARING OPERATIONS. PROVIDE

OWNER WITH LOCATION, COORDINATES AND ELEVATIONS OF RE-ESTABLISHED BENCHMARKS.

LAYOUT NOTES:

1. SAW CUT AS NEEDED AND REMOVE EXISTING PAVEMENT WHERE REQUIRED, AND REPLACE PER PLANS.

2. ALL STREET, TRAFFIC AND PARK SIGNS ARE TO BE REPLACED IN THEIR CURRENT LOCATION AFTER DEMOLITION AND CONSTRUCTION OPERATIONS. COORDINATE WITH THE WVDOH AND WVDNR THE REPLACEMENT AND/OR REINSTALLATION OF SIGNAGE ON THE SITE.

ALL SIGNS SHALL BE MAINTAINED SO THERE IS 84" OF CLEAR SPACE BELOW THE SIGN.

3. CONTROL JOINTS SHALL BE TOOLED, NOT SAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING NEW CONCRETE UNTIL IT HAS CURED. ALL NEW CONCRETE DAMAGE BY GRAFFITI, TIRE TRACKS, ETC. THROUGHOUT THE DURATION OF THE PROJECT SHALL

BE REMOVED AND REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNERS.

4. ALL EXISTING PAVEMENT THAT IS DAMAGED OR DISTURBED DURING THE CONSTRUCTION SHALL BE PATCHED/PAVED TO MEET PROPOSED GRADES. SEE SPECIFICATIONS FOR SPECIFIC PATCHING AND PAVING REQUIREMENTS.

5. PROVIDE CONCRETE EXPANSION JOINTS AS SHOWN ON THE PLANS AND DETAILS. PROVIDE EXPANSION JOINTS A MAXIMUM OF 30' APART. WHERE NEW CONCRETE PANELS ABUT EXISTING PANELS, DOWEL NEW CONCRETE TO EXISTING AND POUR AS A COLD JOINT.

PROVIDE 1/2" TOOLED RADIUS ON EDGE OF NEW CONCRETE POUR.

6. BACKFILL SOIL FLUSH WITH TOP OF NEW PAVEMENT TO MEET EXISTING GRADES WHERE PARKING AREAS ABUTS LAWN OR PLANTING

AREAS.

SEDIMENT AND EROSION NOTES:

UTILITY CONTACTS:

WATER GREATER HARRISON COUNTY PSD (304) 745-3463

GAS MOUNTAINEER GAS CO. (800) 834-2070

CABLE/TELEPHONE OPTIMUM/FRONTIER (800) 972-5757 / (800) 921-8101

INTERNET OPTIMUM/FRONTIER (800) 972-5757 / (800) 921-8101

ELECTRIC MON POWER COMPANY (800) 686-0022

WVDNR WVDNR PARKS & REC. EDWARD RAINES

edward.l.raines@wv.gov

324 FOURTH AVE. SOUTH CHARLESTON, WV 25303 304-206-0415

PRESERVING EXISTING VEGETATION

NATURAL VEGETATION SHALL BE PRESERVED AS MUCH AS POSSIBLE, BUT ESPECIALLY ON CRITICAL AREAS SUCH AS: STEEP SLOPES, AREAS ADJACENT TO PERENNIAL AND INTERMITTENT WATERCOURSES, SWALES OR WETLANDS, AND ON BUILDING SITES

IN WOODED AREAS.

STABILIZED CONSTRUCTION ENTRANCE

AT A TYPICAL CONSTRUCTION SITE, IF LEFT UNCHECKED, LARGE QUANTITIES OF MUD CAN BE TRACKED ONTO PUBLIC AND PRIVATE ROADS, CAUSING DANGEROUS DRIVING CONDITIONS AND MUDDY RUNOFF WHEN IT RAINS. THEREFORE, CONSTRUCTION ENTRANCES MUST BE STABILIZED TO REDUCE THE AMOUNT OF SEDIMENT TRANSPORTED ONTO PAVED ROADS BY VEHICLES OR EQUIPMENT, BY CONSTRUCTING A STABILIZED PAD OF STONE AT ENTRANCES TO CONSTRUCTION SITES.

TEMPORARY CONSTRUCTION ROAD, WORK, AND PARKING AREA STABILIZATION

THE TEMPORARY STABILIZATION OF ACCESS ROADS, PARKING AREAS, LAYDOWN, MATERIAL STORAGE AND OTHER ONSITE VEHICLE TRANSPORTATION ROUTES SHALL BE STABILIZED WITH STONE AS REQUIRED IMMEDIATELY AFTER GRADING. THIS PRACTICE IS USED TO REDUCE THE EROSION AND SUBSEQUENT REGRADING OF TEMPORARY AND PERMANENT ROADBEDS, WORK AREAS AND PARKING AREAS RUTTED BY CONSTRUCTION TRAFFIC DURING WET WEATHER. THIS PROVIDES EASIER ACCESS IN ALL WEATHER

AND REDUCES TRACKING MUD ONTO PUBLIC ROADS.

SAFETY FENCE

PROTECTIVE FENCING SHALL BE INSTALLED TO PREVENT ACCESS TO POTENTIALLY SENSITIVE AREAS OF A CONSTRUCTION SITE.

ROCK CHECK DAMS

SMALL TEMPORARY STONE DAMS MAY BE CONSTRUCTED ACROSS A WATERWAY TO REDUCE THE VELOCITY OF STORMWATER FLOWS, THEREBY REDUCING EROSION OF THE CHANNEL AND TRAPPING SEDIMENT. THIS PRACTICE IS THE REPLACEMENT FOR THE TRADITIONALLY MISUSED HAY/STRAW BALES AND SILT FENCE DITCH CHECKS. CONSTRUCTING A SMALL DUGOUT TRAP UPSTREAM

OF THE STRUCTURE MAY ENHANCE THE SEDIMENT TRAPPING EFFICIENCY.

WATTLES

WATTLES ARE EROSION AND SEDIMENT CONTROL BARRIERS CONSISTING OF STRAW OR OTHER ORGANIC MATERIALS WRAPPED IN BIODEGRADABLE TUBULAR PLASTIC OR SIMILAR ENCASING MATERIAL. SOMETIMES CALLED FIBER ROLLS, WATTLES MAY REDUCE THE VELOCITY AND THEORETICALLY SPREAD THE FLOW OF RILL AND SHEET RUNOFF, AND CAN CAPTURE AND RETAIN SEDIMENT.

WATTLES ARE TYPICALLY 8 TO 20 INCHES IN DIAMETER AND 10 TO 30 FEET IN LENGTH. THE WATTLES ARE PLACED IN SHALLOW TRENCHES AND STAKED ALONG THE CONTOUR OF DISTURBED OR NEWLY CONSTRUCTED SLOPES OR IN LOW DITCHES WHERE

THEY CAN FUNCTION AS CHECK DAMS.

WATTLES REDUCE SLOPE LENGTH, AND ARE INTENDED TO CAPTURE AND KEEP SEDIMENT ON THE SLOPES. WATTLES ARE USEFUL TO TEMPORARILY STABILIZE SLOPES BY REDUCING SOIL CREEP, AND SHEET AND RILL EROSION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. WATTLES CAN ALSO CATCH SOIL THAT IS MOVED DOWN THE SLOPE BY THE FREEZE/THAW PROCESSES. ORGANIC MATTER AND SEEDS ARE TRAPPED BEHIND THE ROLLS, WHICH PROVIDE A STABLE MEDIUM FOR GERMINATION. ROLLS TRAP TOPSOIL AND RETAIN MOISTURE FROM RAINFALL, WHICH AIDS IN THE GROWTH OF SEEDLINGS

PLANTED UPSLOPE OF THE ROLLS.

TEMPORARY SEEDING

TEMPORARY EROSION CONTROL MEASURES CONSIST OF SEEDING AND MULCHING, OR MATTING USED TO PRODUCE A QUICK GROUND COVER TO REDUCE EROSION ON EXPOSED SOILS THAT MAY BE REDISTURBED, OR PERMANENTLY STABILIZED AT A LATER DATE. USE THIS METHOD WHERE EXPOSED SOIL SURFACES ARE NOT TO BE FINE - GRADED FOR PERIODS LONGER THAN 21 DAYS. SUCH AREAS INCLUDE DENUDED AREAS, SOIL STOCKPILES, DIKES, DAMS, SIDES OR SEDIMENT BASINS, TEMPORARY ROAD BANKS, ETC. A PERMANENT VEGETATIVE COVER SHALL BE APPLIED TO AREAS THAT WILL BE LEFT UNDISTURBED FOR A

PERIOD OF MORE THAN SIX MONTHS.

PERMANENT SEEDING

PERMANENT SEEDING IS THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED.

MULCHING INCLUDING FLEXIBLE GROWTH MEDIUM AND BONDED FIBER MATRIX

THE APPLICATION OF STRAW, HAY OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE IS USED TO PREVENT EROSION BY PROTECTING THE SOIL SURFACE FROM RAINDROP IMPACT AND REDUCING THE VELOCITY OF OVERLAND FLOW. FOSTER THE GROWTH OF VEGETATION BY INCREASING THE AVAILABLE MOISTURE AND PROVIDING INSULATION AGAINST EXTREME HEAT

AND COLD.

OUTLET PROTECTION

OUTLET PROTECTION IS A SECTION OF ROCK PROTECTION AT THE OUTLET END OF CULVERTS AND CHANNELS. OUTLET PROTECTION CONSISTS OF THE CONSTRUCTION OF AN EROSION RESISTANT SECTION BETWEEN A CONDUIT OUTLET AND A STABLE DOWNSTREAM CHANNEL. EROSION AT AN OUTLET IS CHIEFLY A FUNCTION OF SOIL TYPE AND THE VELOCITY OF THE CONDUIT DISCHARGE. THEREFORE, IN ORDER TO MITIGATE EROSION, AN ADEQUATE DESIGN MUST STABILIZE THE AREA AT THE CONDUIT OUTLET AND REDUCE THE OUTLET VELOCITY TO A VELOCITY CONSISTENT WITH A STABLE CONDITION IN THE

DOWNSTREAM CHANNEL.

SURFACE WATER CONTROL

SURFACE WATER CONTROL IS TO COLLECT AND CONVEY SURFACE WATER SO THAT EROSION IS MINIMIZED AND CONTAMINATED RUNOFF FROM DISTURBED AREAS IS TREATED BY A SEDIMENT POND OR TRAP. UPSLOPE DIVERSIONS REDUCE THE VOLUME OF RUNOFF TO THE DISTURBED AREAS ON A CONSTRUCTION PROJECT AND ALLOWS FOR THE DESIGN OF A SMALLER SEDIMENT

TRAPPING STRUCTURE.

DEWATERING

DEWATERING REFERS TO THE ACT OF REMOVING AND DISCHARGING WATER FROM EXCAVATED AREAS ON CONSTRUCTION SITES, UTILITY LINE CONSTRUCTION, OR FROM SEDIMENT TRAPS OR BASINS ON CONSTRUCTION SITES.

SILT FENCE

A SILT FENCE IS A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS AND IS USED TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PREVENT SEDIMENT FORM LEAVING THE SITE.

SUPER SILT FENCE

A SUPER SILT FENCE IS A TEMPORARY BARRIER OF GEOTEXTILE FABRIC OVER CHAIN LINK FENCE. IT IS USED TO INTERCEPT SEDIMENT-LADEN RUNOFF FROM AREAS THAT ARE TOO LARGE FOR REGULAR SILT FENCE. SUPER SILT FENCE CAN BE A

REPLACEMENT FOR SEDIMENT TRAPS IN CERTAIN INSTANCES.

SEDIMENT TRAP

A SEDIMENT TRAP IS A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EMBANKMENT OR EXCAVATION AND EMBANKMENT THAT WILL TRAP THE FLOW OF SEDIMENT LADEN RUNOFF. SEDIMENT TRAPS HAVE A PROPERLY STABILIZED OUTLET / WEIR OR RISER AND PIPE TO DETAIN SEDIMENT LADEN RUNOFF FROM SMALL DISTURBED AREAS OF FIVE ACRES OR

LESS.

1. PROTECT ALL WATER METERS, WATER VALVE

BOXES, FIRE HYDRANTS, GAS CURB BOXES,

MANHOLES, UTILITY POLES, AND OTHER UTILITY

RELATED ELEMENTS WITHIN THE EXISTING

PAVEMENT. RAISE OR LOWER UTILITY ELEMENTS

IN THE NEW PAVEMENT TO ACCOMMODATE THE

NEW FINISHED GRADE.

2. REMOVE & PROTECT ALL TRAFFIC SIGNS & STREET

SIGNS DURING DEMOLITION & REPLACE AS

DIRECTED ON LAYOUT PLANS. PROVIDE NEW

CHANNELS OR POLES FOR SIGNS WHERE NOTED-

SEE DETAILS FOR RE-INSTALLATION.

3. PROTECT EXISTING STORM SEWER INLETS.

REMOVE ONLY PORTIONS OF THE INLET WALLS

NECESSARY FOR THE PROPOSED MODIFICATIONS.

SAWCUT TO AVOID DAMAGE TO REMAINING INLET

STRUCTURE. SAVE EXISTING MANHOLE COVERS

AND FRAMES FOR REUSE. PROTECT EXISTING

STORM DRAIN PIPES.

4. CONTRACTOR IS RESPONSIBLE FOR LOCATION

AND COORDINATION WITH ALL BELOW & ABOVE

GROUND UTILITIES.

5. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS

AND CONDITIONS. REPORT ANY CONCEALED

DETERIORATED MATERIALS OR CONDITIONS THAT

AFFECT NEW WORK AS INDICATED, THEN DO NOT

PROCEED WITH WORK IN THIS AREA UNTILL

ADVISED BY OWNER'S REPRESENTATIVE. DURING

DEMOLITION WORK DO NOT REMOVE MATERIALS,

FINISHES OR ARCHITECTURAL FEATURES THAT

APPEAR TO BE ORIGINAL WITHOUT FIRST

CONSULTING THE OWNER'S REPRESENTATIVE.

PROPERLY DOCUMENT ABOVE MENTIONED

CONDITIONS, MATERIALS OR FEATURES VIA

PHOTOGRAPHS AND/OR VIDEOS.

DEMOLITION NOTES:

OWNERS REPRESENTATIVE.

LANDSCAPING NOTES

2. PLANTING BED SOIL TO BE AMMENDED AS SPECIFIED BEFORE PLANTING.

3. ALL ANNUALS, PERENNIALS AND GROUNDCOVERS TO BE PLANTED IN A

GRID LAYOUT SHALL BE ON ALTERNATE CENTERS AND ACCORDING TO

SPACINGS CALLED OUT IN THE PLANTING LIST.

1. SEE SHEET 4 FOR PLANTING DETAILS.

4. THE PLANT LABEL QUANTITIES BESIDE EACH PLANT SHALL HAVE

PRECEDENCE OVER ANY DISCREPANCY IN PLANT QUANTITIES BETWEEN

THE PLANT LIST AND PLANT LABELS.

DATE: SHEET NO.BYDATEREVISIONSHEET

NUMBER

REVISION

NUMBER

5088 WASHINGTON STREET, WEST

CHARLESTON, WEST VIRGINIA 25313

PHONE: 304-776-7473

FAX: 304-776-6426

WWW.ELROBINSONENGINEERING.COM 213 May 2026

GENERAL NOTES

WVDNR WEST FORK RIVER PAS

SEWER GREATER HARRISON COUNTY PSD (304) 745-3463

JANE LEW WATER COMMISSION PSD (304) 884-7111

JANE LEW WATER COMMISSION PSD (304) 884-7111

WESTON SANITARY BOARD (304) 269-1300

WEST VIRGINIA AMERICAN WATER COMPANY (304) 269-2006 / (800) 685 - 8660

AutoCAD SHX Text

THE WEST VIRGINIA DIVISION OF NATURAL RESOURCES WILDLIFE RESOURCES SECTION

AutoCAD SHX Text

CALL BEFORE

AutoCAD SHX Text

YOU DIG!

AutoCAD SHX Text Dial 811 or

800.245.4848 n\ (1

6) la nd sc ap ea rc hi te ct ur e\ dn r-

2-w es t_ fo rk _r iv er

_b oa t_ ra m ps

\c ad d\ co m m on _s he et s\ gm

.d w g

P lo tte d by : s sh an k

DATE: SHEET NO.BYDATEREVISIONSHEET

NUMBER

REVISION

NUMBER

5088 WASHINGTON STREET, WEST

CHARLESTON, WEST VIRGINIA 25313

PHONE: 304-776-7473

FAX: 304-776-6426

WWW.ELROBINSONENGINEERING.COM 315 April 2024

SITE DETAILS

WVDNR WEST FORK RIVER PAS

N.I.C

N.I.C

N.I.C

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

COMPACTED

AutoCAD SHX Text (02870-05)

AutoCAD SHX Text

AGG. SHOULDER

AutoCAD SHX Text

CONCRETE BASE

AutoCAD SHX Text

(FIELD ADJUST AS

AutoCAD SHX Text

NECESSARY TO CLEAR

AutoCAD SHX Text

UTILITIES. 2'-0" MIN.)

AutoCAD SHX Text

CONCRETE WALK,

AutoCAD SHX Text

LAWN AREA OR

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text %%uANCHORING DETAIL

AutoCAD SHX Text 6x6 PRESSURE TREATED KIOSK POSTS, 3.00 LB CHANNEL SIGN POSTS, OR PIPE RAILING POSTS. EXTEND INTO CONCRETE 3'-0" AND SLOPE TOP OF CONC. AWAY FROM POST

AutoCAD SHX Text

SIGN TO BE PROVIDED

AutoCAD SHX Text

BY WVDNR

AutoCAD SHX Text

PLANTING BED

AutoCAD SHX Text

SUBGRADE

AutoCAD SHX Text

WVDOH 307, CLASS 1 STONE

AutoCAD SHX Text

FULL DEPTH ASPHALT PAVEMENT

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

HLBC WEARING COURSE

AutoCAD SHX Text

TACK COAT

AutoCAD SHX Text

HLBC BASE COURSE

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text (02510-01)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text %%uASPHALT PAVEMENT

AutoCAD SHX Text

GEOTEXTILE FABRIC

AutoCAD SHX Text A

AutoCAD SHX Text 1-1/2"

AutoCAD SHX Text B

AutoCAD SHX Text 2-1/2"

AutoCAD SHX Text C

AutoCAD SHX Text 6"

AutoCAD SHX Text

PRIME COAT

AutoCAD SHX Text

ASPHALT OVERLAY

AutoCAD SHX Text 1-1/2"

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text NOTES: 1. ALL BOLLARDS TO BE SET STRAIGHT AND PLUMB.ALL BOLLARDS TO BE SET STRAIGHT AND PLUMB.

AutoCAD SHX Text (02870-05)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text %%uWOODEN BOLLARD

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

CRUSHED AGGREGATE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

WVDOH 307, CLASS 1

AutoCAD SHX Text 4"

AutoCAD SHX Text 2"

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

CRUSHED STONE PARKING & DRIVEWAY

AutoCAD SHX Text

STONE SURFACE DEPTH

AutoCAD SHX Text

COMPACT SUBGRADE

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text (02510-03)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text %%uCRUSHED STONE PAVEMENT

AutoCAD SHX Text

GEOTEXTILE FABRIC

AutoCAD SHX Text

AASHTO # 57 STONE

AutoCAD SHX Text

COMPACTED PER SPEC.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text %%uGRAVEL SHOULDER

AutoCAD SHX Text

EXIST. CONCRETE RAMP

AutoCAD SHX Text

6" THICK WVDOH

AutoCAD SHX Text

307, CLASS 1

AutoCAD SHX Text

CRUSHED STONE

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text 6"

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text (02513-03)

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

6:1 MAX

AutoCAD SHX Text 6" 4,000 P.S.I. C.I.P./PRE-CAST CONC. RAMP W/ TURNED-DOWN EDGE 0F DOUBLE THICKNESS

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text 6 x 6 - 10/10 GA. W.W.F.

AutoCAD SHX Text (02840-09)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text %%uBOAT RAMP EDGE @ WATER LEVEL

AutoCAD SHX Text

SKAPS W250 GEOTEXTILE FABRIC OR EQUAL

AutoCAD SHX Text

#4 REBAR @ 16" O.C.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NORMAL POOL ELEV.

AutoCAD SHX Text

RIVERBED

AutoCAD SHX Text

(7) #4 REBAR CONT.

AutoCAD SHX Text

RAMP SURFACE W/ "V" GROOVE FINISH

AutoCAD SHX Text

4" WVDOH 307, CLASS 1

AutoCAD SHX Text

4" AASHTO # 57 STONE

AutoCAD SHX Text 6x6 P.T WOOD POSTS

AutoCAD SHX Text

GRADE

AutoCAD SHX Text 6x6 P.T WOOD FRAMING

AutoCAD SHX Text

CRUSHED STONE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text %%uBOAT RAMP ACCESS SIGN POSTS

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text (02890-02)

AutoCAD SHX Text

BOAT RAMP SIGN

AutoCAD SHX Text

BY OTHERS (N.I.C)

AutoCAD SHX Text

1" BEVEL

AutoCAD SHX Text

1/2" BOLT

AutoCAD SHX Text

3X8 P.T. ;10'-0" LONG RAIL

AutoCAD SHX Text

COMPACT SUBGRADE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text %%uWOOD GUARDRAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text (02845-01)

AutoCAD SHX Text

ROAD SIDE

AutoCAD SHX Text

6X8 P.T. TIMBER POST ON

AutoCAD SHX Text

ON 9'-0" C/C MAX.

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

CAST IN PLACE CONCRETE

AutoCAD SHX Text

EXPANSION JOINT, SEE TYPE 1 JOINT DETAIL

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

CRUSHED AGGREGATE BASE COURSE,

AutoCAD SHX Text (02840-10)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

DRIVEWAY AND SIDEWALKS

AutoCAD SHX Text

%%UEXPANSION JOINT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

%%UPAVEMENT DETAIL

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

1.) 1/2" EXPANSION JOINT-30' O.C. MAX.

AutoCAD SHX Text

OR AS SHOWN ON DRAWINGS & AT ALL

AutoCAD SHX Text

CURBS, WALKS, WALLS AND OTHER

AutoCAD SHX Text

FIXED OBJECTS.

AutoCAD SHX Text

2.) CONTRACTION JOINT-5' O.C. MAX.

AutoCAD SHX Text

OR AS SHOWN ON DRAWINGS.

AutoCAD SHX Text

3.) CROSS SLOPE AT 1/4" PER FOOT

AutoCAD SHX Text

MIN. TO DRAIN.

AutoCAD SHX Text

4.) USE BRIDGING TO SUSPEND

AutoCAD SHX Text 1A

AutoCAD SHX Text

AutoCAD SHX Text

GEOTEXTILE FABRIC

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

GEOTEXTILE FABRIC

AutoCAD SHX Text

CRUSHED AGGREGATE BASE COURSE,

AutoCAD SHX Text

CAST IN PLACE CONCRETE

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

%%UCONTRACTION JOINT

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text A

AutoCAD SHX Text 1B

AutoCAD SHX Text

AutoCAD SHX Text

CONTRACTION JOINT, SEE TYPE 2 JOINT DETAIL

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

AutoCAD SHX Text

WWF IN CONCRETE

AutoCAD SHX Text 1A

AutoCAD SHX Text

AutoCAD SHX Text

%%UTYPE 1 JOINT DETAIL

AutoCAD SHX Text 1B

AutoCAD SHX Text

AutoCAD SHX Text

%%UTYPE 2 JOINT DETAIL

AutoCAD SHX Text

|" RECESS

AutoCAD SHX Text

AutoCAD SHX Text

|" RECESS

AutoCAD SHX Text

AutoCAD SHX Text

JOINT SEALANT

AutoCAD SHX Text

AS SPECIFIED

AutoCAD SHX Text

JOINT SEALANT

AutoCAD SHX Text

AS SPECIFIED

AutoCAD SHX Text

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

AutoCAD SHX Text

COLOR GRAY

AutoCAD SHX Text

COLOR GRAY

AutoCAD SHX Text 6x6 - 10/10 GA. WWF

AutoCAD SHX Text 6x6 - 10/10 GA. WWF

AutoCAD SHX Text

THE WEST VIRGINIA DIVISION OF NATURAL RESOURCES WILDLIFE RESOURCES SECTION

AutoCAD SHX Text

CALL BEFORE

AutoCAD SHX Text

YOU DIG!

AutoCAD SHX Text Dial 811 or

AutoCAD SHX Text 800.245.4848 sshank Text Box

13 MAY 2026

n\ (1

6) la nd sc ap ea rc hi te ct ur e\ dn r-

2-w es t_ fo rk _r iv er

_b oa t_ ra m ps

\c ad d\ co m m on _s he et s\ gm

.d w g

P lo tte d by : s sh an k

DATE: SHEET NO.BYDATEREVISIONSHEET

NUMBER

REVISION

NUMBER

5088 WASHINGTON STREET, WEST

CHARLESTON, WEST VIRGINIA 25313

PHONE: 304-776-7473

FAX: 304-776-6426

WWW.ELROBINSONENGINEERING.COM 415 April 2024

SITE DETAILS

WVDNR WEST FORK RIVER PAS

N.I.C

N.I.C

N.I.C

N.I.C

AutoCAD SHX Text

BALL WIDTH

AutoCAD SHX Text

PRUNE 1/3 TO 1/4 BRANCHES

AutoCAD SHX Text

GROUND LEVEL TO BE SAME AS BEFORE DIGGING

AutoCAD SHX Text

3" SHREDDED BARK MULCH

AutoCAD SHX Text

LOOSEN AND FOLD BACK BURLAP

AutoCAD SHX Text

AROUND TOP 1/2 OF BALL

AutoCAD SHX Text

3" SAUCER AROUND SHRUB

AutoCAD SHX Text

PLANTING MIX

AutoCAD SHX Text

EXISTING SUBGRADE

AutoCAD SHX Text

%%UNOTE:

AutoCAD SHX Text

MULCH TO FORM CONTINUOUS

AutoCAD SHX Text

SHRUB BEDS

AutoCAD SHX Text

SET BALL ON UNDISTURBED SUBGRADE

AutoCAD SHX Text 1/2

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

%%USHRUB PLANTING

AutoCAD SHX Text (02955-01)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

2 1/2" OR LARGER

AutoCAD SHX Text

WIND

AutoCAD SHX Text

WINTER

AutoCAD SHX Text

APPROX. 2/3 TREE HEIGHT

AutoCAD SHX Text

TWICE THE BALL WIDTH

AutoCAD SHX Text

1 1/2" CALIPER (6' HEIGHT)

AutoCAD SHX Text

GUYING NOT REQUIRED FOR TREES UNDER

AutoCAD SHX Text

TREE WRAP NOT REQUIRED.

AutoCAD SHX Text

NOTE: EVERGREEN TREE PLANTING SIMILAR BUT

AutoCAD SHX Text

SET BALL ON UNDISTURBED SUBGRADE

AutoCAD SHX Text

EXISTING SUBGRADE

AutoCAD SHX Text

PLANTING MIX AS SPEC'D.

AutoCAD SHX Text

AROUND TOP 1/3 OF BALL

AutoCAD SHX Text

LOOSEN AND FOLD BACK BURLAP AND WIRE BASKETS

AutoCAD SHX Text

GROUND LEVEL TO BE SAME AS BEFORE DIGGING

AutoCAD SHX Text

OVERLAP 50% ONLY ON THIN BARKED TREES

AutoCAD SHX Text

4" WATERPROOF WRAP TO LOWEST BRANCH,

AutoCAD SHX Text

1/2" FABRIC BEARING RUBBER HOSE OVER #12 GALV. WIRE

AutoCAD SHX Text

#12 GA. WIRE

AutoCAD SHX Text 2"x2" STAKES, 3 GUYS PER TREE (10' OR LARGER)

AutoCAD SHX Text

ALTERNATE STAKING ONLY AT WINDY LOCATIONS AS

AutoCAD SHX Text

PRUNE 1/4 TO 1/3 BRANCHES

AutoCAD SHX Text

DIRECTED BY THE LANDSCAPE ARCHITECT

AutoCAD SHX Text

3" MULCH AS SPEC.

AutoCAD SHX Text

LOOSEN SOIL 5 TIMES THE BALL WIDTH

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

%%UTREE PLANTING DETAIL

AutoCAD SHX Text (02950-02)

AutoCAD SHX Text

3" SAUCER AROUND TREE

AutoCAD SHX Text 12"

AutoCAD SHX Text

ALTERNATE STAKING

AutoCAD SHX Text

2"X2"X8' WOOD STAKE

AutoCAD SHX Text

1 1/2" - 2" CALIPER TREE (6' - 10')

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

%%UTYP. V-GROOVE TOOLS

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

CUT, SHAPE, & WELD ENDS OF ANGLES SIMILAR TO BOW OF BOAT, THEN GRIND SMOOTH

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

USE 1" X 1" X " ANGLEX 1" X " ANGLE 1" X " ANGLEX " ANGLE " ANGLE18" ANGLE

AutoCAD SHX Text 5"- 6"

AutoCAD SHX Text 1 " X 1 " X "34" X 1 " X "X 1 " X " 1 " X "34" X "X " "316"

AutoCAD SHX Text

HANDLE

AutoCAD SHX Text

14" STEEL PLATE

AutoCAD SHX Text 60°

AutoCAD SHX Text

(14) 1" X 1" X " ANGLES1" X 1" X " ANGLESX 1" X " ANGLES 1" X " ANGLESX " ANGLES " ANGLES18" ANGLES

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

1" X 1" X " ANGLEX 1" X " ANGLE 1" X " ANGLEX " ANGLE " ANGLE316" ANGLE

AutoCAD SHX Text

1" X 1" X " X 1" X " 1" X " X " " 316" ANGLE

AutoCAD SHX Text 12"

AutoCAD SHX Text 1 " X 1 " X " ANGLE34" X 1 " X " ANGLEX 1 " X " ANGLE 1 " X " ANGLE34" X " ANGLEX " ANGLE " ANGLE316" ANGLE

AutoCAD SHX Text

1" X 1" X " ANGLEX 1" X " ANGLE 1" X " ANGLEX " ANGLE " ANGLE316" ANGLE

AutoCAD SHX Text

1" X 1" X " ANGLEX 1" X " ANGLE 1" X " ANGLEX " ANGLE " ANGLE18" ANGLE

AutoCAD SHX Text

1" X 1" X " ANGLEX 1" X " ANGLE 1" X " ANGLEX " ANGLE " ANGLE316" ANGLE

AutoCAD SHX Text

1 " X 1 " X " 34" X 1 " X " X 1 " X " 1 " X " 34" X " X " " 316" ANGLE (TYP.)

AutoCAD SHX Text 6"

AutoCAD SHX Text

NO WELD THIS SIDE OF TOOL

AutoCAD SHX Text

1" X 1" X " X 1" X " 1" X " X " " 18" ANGLE (TYP.)

AutoCAD SHX Text 60°

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

NOTE: HANDLE FOR BRACKET NOT SHOWN FOR CLARITY

AutoCAD SHX Text

TREE SHALL HAVE

AutoCAD SHX Text

SAME RELATION TO

AutoCAD SHX Text

PLANTED GRADE AFTER

AutoCAD SHX Text

SETTLEMENT AS IT

AutoCAD SHX Text

DID TO PREVIOUS

AutoCAD SHX Text

GRADE IN NURSERY.

AutoCAD SHX Text

DRIVE STAKES TO 6"

AutoCAD SHX Text

BELOW BOTTOM OF HOLE.

AutoCAD SHX Text

PLAN VIEW OF

AutoCAD SHX Text

GUYING DETAIL.

AutoCAD SHX Text

DOUBLE STRAND 12 GA.

AutoCAD SHX Text

GALVANIZED WIRE:

AutoCAD SHX Text

TWIST TO TIGHTEN.

AutoCAD SHX Text

3- 2"X2"X8' OAK

AutoCAD SHX Text

STAKES EQUALLY

AutoCAD SHX Text

SPACED AROUND TREE.

AutoCAD SHX Text

RUBBER HOSE

AutoCAD SHX Text

TREE WRAPPING.

AutoCAD SHX Text

SHREDDED BARK MULCH

AutoCAD SHX Text

AT 3" DEPTH.

AutoCAD SHX Text

SAUCER CONSTRUCTED

AutoCAD SHX Text

REMOVE BURLAP FROM

AutoCAD SHX Text

TOP 1/2 OF BALL.

AutoCAD SHX Text

SCARIFY BOTTOM AND

AutoCAD SHX Text

SIDES OF HOLE TO 4"

AutoCAD SHX Text

PLANTING SOIL.

AutoCAD SHX Text

OF PLANTING SOIL.

AutoCAD SHX Text

DEPTH MIN.

AutoCAD SHX Text 12"

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

4'-6" MIN.

AutoCAD SHX Text

STAKE ALL EVERGREEN TREES 3' TO 8' TALL;

AutoCAD SHX Text

EVERGREEN TREES LESS THAN 3' HT. SHALL

AutoCAD SHX Text

NOT BE STAKED. HEIGHT OF STAKE SHALL

AutoCAD SHX Text

BE EQUAL TO 2/3 THE HEIGHT OF THE TREE.

AutoCAD SHX Text

%%UNOTE:

AutoCAD SHX Text

DOUBLE STRAND

AutoCAD SHX Text

12 GA. WIRE.

AutoCAD SHX Text

RUBBER HOSE.

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text (02955-06)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text %%uEVERGREEN TREE

AutoCAD SHX Text

3"X6" INTERMEDIATE POST

AutoCAD SHX Text 54"

AutoCAD SHX Text 16"

AutoCAD SHX Text 16"

AutoCAD SHX Text 16"

AutoCAD SHX Text 6"

AutoCAD SHX Text 30"

AutoCAD SHX Text

5" HT. TRIANGULAR RAIL 11'-0" LENGTH

AutoCAD SHX Text

12"~ POST HOLE (MIN.)

AutoCAD SHX Text

< 10'-4" CENTER-TO-CENTER (TYP.)

AutoCAD SHX Text

12"~ (MIN.)

AutoCAD SHX Text

4"X4" END POST

AutoCAD SHX Text

4"X4" CORNER POST

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text %%uSPLIT-RAIL FENCE

AutoCAD SHX Text

(SPLITRAIL)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text %%uLIGHT POLE BASE DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

(LIGHT-POLE)

AutoCAD SHX Text #4 SOLID BARE COPPER GROUND WIRE FROM LUG AT HAND-HOLE TO GROUND ROD IN SEPARATE CONDUIT

AutoCAD SHX Text

ANCHOR BOLT (TYP.) SUPPLIED BY POLE MANUFACTURER

AutoCAD SHX Text

36" MIN. ROADWAY 12" MIN. WALKWAY

AutoCAD SHX Text

PVC CONDUIT (MINIMUM 3/4")

AutoCAD SHX Text

1/2" PVC CONDUIT

AutoCAD SHX Text 1/2" x 8'-0" COPPER CLAD GROUND ROD CAD-WELDED TO GROUND WIRE. GROUND ROD TO BE INSTALLED PER NFPA/NEC.

AutoCAD SHX Text 18"

AutoCAD SHX Text 3"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

#4 STIRRUPS AT 10" C/C

AutoCAD SHX Text

(4) #4 VERTICAL BARS

AutoCAD SHX Text

FINISH GRADE LEVEL

AutoCAD SHX Text

1/2" PVC CONDUIT WITH #12 BARE COPPER GROUND WIRE

AutoCAD SHX Text

ANCHOR BOLT (TYP.) SPACING TEMPLATE & BOLTS TO BE SUPPLIED BY POLE MANUFACTURER

AutoCAD SHX Text

#5 VERTICAL BAR (TYP. FOR 4)

AutoCAD SHX Text

CONCRETE LIGHT POLE BASE

AutoCAD SHX Text

NORTHING & EASTING REFERENCE POINT CENTER OF BASE

AutoCAD SHX Text

SINGLE LUMINAIRE

AutoCAD SHX Text NOTES: 1. RUN #12 GROUND WIRE BOND FROM LUMINAIRE TO LUG AT HAND HOLE. 2. LIGHT POLES ARE TO BE A HEIGHT OF 20 FEET. 3. THESE FIXTURES ARE TO BE SOLAR POWERED AS SPECIFIED.

AutoCAD SHX Text

72" MIN.

AutoCAD SHX Text 4"

AutoCAD SHX Text 2"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

WITH BUMPER BLOCK TOP

AutoCAD SHX Text

GROUT ANCHOR ROD FLUSH

AutoCAD SHX Text

72" LONG PRECAST CONCRETE

AutoCAD SHX Text

WHEEL STOP W/ (2) #4 REBAR

AutoCAD SHX Text

STABILIZED SUBGRADE

AutoCAD SHX Text

#4 REBAR (2 PER WHEEL STOP)

AutoCAD SHX Text

%%UNOTE:

AutoCAD SHX Text

SEE LAYOUT PLAN FOR LOCATION

AutoCAD SHX Text

OF WHEEL STOPS.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text %%uPRECAST CONCRETE WHEEL STOP

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text (02840-14A)

AutoCAD SHX Text

1. CONCRETE 5,000 PSI AT 28 DAYS.

AutoCAD SHX Text

2. REBAR CONFORMS TO ASTM A-615

AutoCAD SHX Text

OR ASTM A-706, GRADE 60.

AutoCAD SHX Text

3. #4 X 24" LONG REBAR STAKES.

AutoCAD SHX Text

4. FILL THE 7/8" DIAM. PRECAST

AutoCAD SHX Text

HOLES WITH NON-SHRINK GROUT

AutoCAD SHX Text

OR EPOXY AFTER INSTALLING

AutoCAD SHX Text

STAKES.

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text

SECTION THRU PAVEMENT

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text %%uPARALLEL PARKING SPACE STRIPING

AutoCAD SHX Text

(PLOT SCALE: 1"= 1'-0")

AutoCAD SHX Text (02511-01)

AutoCAD SHX Text 24'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

4" WIDE SOLID WHITE PAINTED LINE

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

FIRST PARKING SPACE

AutoCAD SHX Text

ADJACENT PARKING SPACE

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

THE WEST VIRGINIA DIVISION OF NATURAL RESOURCES WILDLIFE RESOURCES SECTION

AutoCAD SHX Text

CALL BEFORE

AutoCAD SHX Text

YOU DIG!

AutoCAD SHX Text Dial 811 or

AutoCAD SHX Text 800.245.4848 sshank n\ (1

6) la nd sc ap ea rc hi te ct ur e\ dn r-

2-w es t_ fo rk _r iv er

_b oa t_ ra m ps

\c ad d\ co m m on _s he et s\ gm

.d w g

P lo tte d by : s sh an k

DATE: SHEET NO.BYDATEREVISIONSHEET

NUMBER

REVISION

NUMBER

5088 WASHINGTON STREET, WEST

CHARLESTON, WEST VIRGINIA 25313

PHONE: 304-776-7473

FAX: 304-776-6426

WWW.ELROBINSONENGINEERING.COM 515 April 2024

SITE DETAILS

WVDNR WEST FORK RIVER PAS

AutoCAD SHX Text

DIMENSIONS

AutoCAD SHX Text

QUANITIES

AutoCAD SHX Text

ONE HEADWALL

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text 15"

AutoCAD SHX Text 18"

AutoCAD SHX Text 21"

AutoCAD SHX Text 24"

AutoCAD SHX Text 30"

AutoCAD SHX Text 36"

AutoCAD SHX Text 5' 2"

AutoCAD SHX Text 5' 5"

AutoCAD SHX Text 5' 8"

AutoCAD SHX Text 5' 11"

AutoCAD SHX Text 6' 5"

AutoCAD SHX Text 7' 0"

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text 7' 0"

AutoCAD SHX Text 11' 0"

AutoCAD SHX Text 13' 8"

AutoCAD SHX Text 16' 4"

AutoCAD SHX Text 8' 4"

AutoCAD SHX Text 9' 8"

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text 1.7

AutoCAD SHX Text 6.5

AutoCAD SHX Text 4.7

AutoCAD SHX Text 3.3

AutoCAD SHX Text 2.8

AutoCAD SHX Text 2.2

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CU. YDS.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

STEEL LBS.

AutoCAD SHX Text

REINFORC-

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text

HEADWALLS WHERE REQUIRED WILL BE PROVIDED FOR NONSKEWED

AutoCAD SHX Text

CULVERTS HAVING A DIAMETER OR RISE OF 36 INCHES OR LESS.

AutoCAD SHX Text

CONCRETE SHALL BE CLASS "C". REINFORCING STEEL BARS SHALL BE

AutoCAD SHX Text

5/8 INCH ROUND.

AutoCAD SHX Text

%%UDIMENSIONS AND QUANTITIES

AutoCAD SHX Text

TO DETERMINE DIMENSIONS FOR HEADWALLS REQUIRED FOR

AutoCAD SHX Text

REINFORCED ELLIPTICAL CONCRETE PIPE OR CORRUGATED METAL PIPE

AutoCAD SHX Text

ARCHES IN ACCORDANCE WITH THE EQUATIONS LISTED ON THIS

AutoCAD SHX Text

%%UFOUNDATION

AutoCAD SHX Text

2600 POUNDS PER SQUARE FOOT, IT WILL BE NECESSARY TO

AutoCAD SHX Text 5/8'

AutoCAD SHX Text

REINFORCING STEEL

AutoCAD SHX Text

2:1 SLOPE

AutoCAD SHX Text

2:1 SLOPE

AutoCAD SHX Text

2" MIN.

AutoCAD SHX Text

EQUAL

AutoCAD SHX Text

SPANS

AutoCAD SHX Text 2' 0"

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text L

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text 5/8'

AutoCAD SHX Text

REINFORCING STEEL

AutoCAD SHX Text 12"

AutoCAD SHX Text

REINFORCING STEEL

AutoCAD SHX Text 5/8"

AutoCAD SHX Text H

AutoCAD SHX Text H/3

AutoCAD SHX Text 36"

AutoCAD SHX Text 4"

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

LINE

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text 8"

AutoCAD SHX Text

INLET END

AutoCAD SHX Text

OUTLET END

AutoCAD SHX Text

GROOVE OR BELL

AutoCAD SHX Text

TONGUE OR SPIGOT

AutoCAD SHX Text

RIGID PIPE

AutoCAD SHX Text

INLET END

AutoCAD SHX Text

OUTLET END

AutoCAD SHX Text

CORRUGATED PIPE

AutoCAD SHX Text

END TREATMENT

AutoCAD SHX Text

ARE SHOWN FOR CIRCULAR SECTIONS ONLY. IT WILL BE NECESSARY

AutoCAD SHX Text

DRAWING. CHAMFER ALL EXPOSED CORNERS 3/4 OF AN INCH.

AutoCAD SHX Text

WHERE SOIL BORINGS INDICATE A BEARING CAPACITY OF LESS THAN

AutoCAD SHX Text

INCREASE THE WIDTH OF THE BASE.

AutoCAD SHX Text

ING

AutoCAD SHX Text

UPSTREAM

AutoCAD SHX Text

UPSTREAM

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text %%uHEADWALL DETAIL

AutoCAD SHX Text (02722-04)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

SUITABLE BACKFILL MATERIAL, 3" MAXIMUM

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

PLANTING BED

AutoCAD SHX Text

FINISH GRADE - LAWN OR

AutoCAD SHX Text

SIZE AND TYPE.

AutoCAD SHX Text

BASE AGGREGATE

AutoCAD SHX Text

VARIES - SEE PLANS

AutoCAD SHX Text

D/4" W/ 6" MIN.

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

BEDDING, WVDOT SEC 704.6, CLASS 1.

AutoCAD SHX Text

PIPE, AS SPEC. SEE PLANS FOR

AutoCAD SHX Text

WVDOT SEC 704.6, CLASS 1

AutoCAD SHX Text

PAVEMENT FINISH GRADE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

SIZE, COMPACTED TO 95%, ASTM D698.

AutoCAD SHX Text 8"

AutoCAD SHX Text

%%UNOTES%%U:

AutoCAD SHX Text

1. STORM SEWER PIPE - ALL CPP (CORRUGATED PLASTIC

AutoCAD SHX Text

PIPE) TO BE HIGH DENSITY POLYETHYLENE PIPE, DOUBLE

AutoCAD SHX Text

WALL, WITH SMOOTH INTERIOR.

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text (02221-02)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text %%uPIPE BEDDING

AutoCAD SHX Text

DIA.

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

12" MAX.

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PAVEMENT SIDE

AutoCAD SHX Text

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

DEPTH OF DITCH VARIES

AutoCAD SHX Text

FROM 1' TO 2' SEE

AutoCAD SHX Text

GRADING PLAN FOR

AutoCAD SHX Text

ACTUAL DEPTH

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

%%UV-DITCH

AutoCAD SHX Text (02222-06)

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

AutoCAD SHX Text 24"

AutoCAD SHX Text

AutoCAD SHX Text

DUMPED ROCK

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text %%uV-SHAPED ROCK DITCH

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

GUTTER

AutoCAD SHX Text (02222-08)

AutoCAD SHX Text 4" Perforated

AutoCAD SHX Text WVDOT 703.4, No. 57

AutoCAD SHX Text Finished Grade

AutoCAD SHX Text pipe. Min. slope

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

%%UPAVEMENT UNDERDRAIN

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text Filter Fabric

AutoCAD SHX Text (02221-06)

AutoCAD SHX Text 1.0%%% toward outlet.

AutoCAD SHX Text Stone Fill

AutoCAD SHX Text

26" TYP.

AutoCAD SHX Text

TO BE SET CAST-IN-PLACE IN CONCRETE

AutoCAD SHX Text

SLIDE RAILS WITH EXPANSION JOINTS

AutoCAD SHX Text

(2) STAINLESS STEEL 2"~ KAYAK / CANOE

AutoCAD SHX Text

AS SPEC.

AutoCAD SHX Text

CLASS 'C' CONCRETE

AutoCAD SHX Text

EACH WAY

AutoCAD SHX Text 8" C/C-

AutoCAD SHX Text

#4 REBAR

AutoCAD SHX Text

CONT. (TYP.)

AutoCAD SHX Text 2"x4" KEY

AutoCAD SHX Text

8" C/C-CONTINUOUS

AutoCAD SHX Text

#4 REBAR

AutoCAD SHX Text

36" TYP.

AutoCAD SHX Text

1" TYP.

AutoCAD SHX Text

1/4" / FT.

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text (02842-02)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

%%UKAYAK/CANOE LAUNCH

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NORMAL POOL

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text

10' MAX.

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

#4 REBAR

AutoCAD SHX Text 8" C/C -

AutoCAD SHX Text

EACH WAY

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 2" R

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 2" R

AutoCAD SHX Text 6"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 6"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 12"-24"

AutoCAD SHX Text

(SEE

AutoCAD SHX Text

PLANS)

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text |" R

AutoCAD SHX Text

PROTECTION (TYP.)

AutoCAD SHX Text

RIPRAP SLOPE

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

CONC. STEPS

AutoCAD SHX Text

%%USECTION

AutoCAD SHX Text

%%UPLAN VIEW

AutoCAD SHX Text

\" EXP. JOINT

AutoCAD SHX Text

W/ SEALANT

AutoCAD SHX Text

\" EXP. JOINT

AutoCAD SHX Text

W/ SEALANT

AutoCAD SHX Text

PROTECTION (TYP.)

AutoCAD SHX Text

RIPRAP SLOPE

AutoCAD SHX Text

RIVER'S EDGE

AutoCAD SHX Text

WEST

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

FORK

AutoCAD SHX Text 18" C/C

AutoCAD SHX Text 2'-8"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 2'-8"

AutoCAD SHX Text

PLACE IN CONCRETE FOOTINGS.

AutoCAD SHX Text

(2) STAINLESS STEEL 2"~ KAYAK/CANOE

AutoCAD SHX Text

SLIDE RAILS TO BE SET CAST-IN-

AutoCAD SHX Text

CONCRETE ANCHOR

AutoCAD SHX Text

FOOTERS (TYP.)

AutoCAD SHX Text

DISCONNECT JOINT NEAR BOTTOM SECTION OF

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

IN FOOTINGS FOR FUTURE MAINTENANCE

AutoCAD SHX Text

BOTTOM SECTION TO INCLUDE SLEEVES

AutoCAD SHX Text

REMOVAL PURPOSES.

AutoCAD SHX Text

RAILING FOR EASE OF REMOVAL FOR MAINTENANCE

AutoCAD SHX Text

SLEEVED DISCONNECT JOINT AT THE CLOSEST POINT

AutoCAD SHX Text

TO THE NEXT FOUNDATION POINT OF THE RAIL

AutoCAD SHX Text

TO PREVENT DAMAGE TO THE IN-PLACE SYSTEM

AutoCAD SHX Text

FOOTINGS. BOTTOM SECTION TO INCLUDE

AutoCAD SHX Text

SLEEVES IN FOOTINGS FOR FUTURE REMOVAL.

AutoCAD SHX Text

PURPOSES. CONTRACTOR TO PROVIDE SHOP

AutoCAD SHX Text

DRAWINGS FOR JOINT AND ENTIRE RAILING SYSTEMS.

AutoCAD SHX Text

THE WEST VIRGINIA DIVISION OF NATURAL RESOURCES WILDLIFE RESOURCES SECTION

AutoCAD SHX Text

CALL BEFORE

AutoCAD SHX Text

YOU DIG!

AutoCAD SHX Text Dial 811 or

AutoCAD SHX Text 800.245.4848 sshank

UNDISTURBED AREA

2" LENGTH AND 1" WIDTH)6"

M

IN

\\m ai n\ (1

6) la nd sc ap ea rc hi te ct ur e\ dn r-

2-w es t_ fo rk _r iv er

_b oa t_ ra m ps

\c ad d\ co m m on _s he et s\ gm

.d w g

P lo tte d by : s sh an k

DATE: SHEET NO.BYDATEREVISIONSHEET

NUMBER

REVISION

NUMBER

5088 WASHINGTON STREET, WEST

CHARLESTON, WEST VIRGINIA 25313

PHONE: 304-776-7473

FAX: 304-776-6426

WWW.ELROBINSONENGINEERING.COM 615 April 2024

EROSION & SEDIMENT CONTROL

DETAILS

WVDNR WEST FORK RIVER PAS

AutoCAD SHX Text %%uPLAN VIEW%%U

AutoCAD SHX Text

UNDISTURBED AREA

AutoCAD SHX Text

80%%%-100%%% (DRY WEIGHT BASIS)

AutoCAD SHX Text

FIBROUS AND ELONGATED

AutoCAD SHX Text 5.5-8.0

AutoCAD SHX Text

5.0 dS/M (MMHOS/CM) MAXIMUM

AutoCAD SHX Text

98%%% PASS THROUGH 1" SCREEN

AutoCAD SHX Text

ORGANIC MATTER CONTENT

AutoCAD SHX Text

ORGANIC PORTION

AutoCAD SHX Text pH

AutoCAD SHX Text

MOISTURE CONTENT

AutoCAD SHX Text

PARTICLE SIZE

AutoCAD SHX Text

SOLUBLE SALT CONCENTRATION

AutoCAD SHX Text 35%%%-55%%%

AutoCAD SHX Text

COMPOST STANDARDS

AutoCAD SHX Text

OUTER FILTRATION MESH

AutoCAD SHX Text

INNER CONTAINMENT NETTING

AutoCAD SHX Text SOCK FABRICS COMPOSED OF BURLAP MAY BE USED ON PROJECTS LASTING 6 MONTHS OR LESS.

AutoCAD SHX Text

HDPE

AutoCAD SHX Text

3/4" X 3/4" MAX. APERTURE SIZE

AutoCAD SHX Text

FUSION-WELDED JUNCTURES

AutoCAD SHX Text

CONTINUOUSLY WOUND

AutoCAD SHX Text

HDPE

AutoCAD SHX Text

26 PSI

AutoCAD SHX Text

TWO-PLY SYSTEM

AutoCAD SHX Text

2 YEAR

AutoCAD SHX Text

1 YEAR

AutoCAD SHX Text

6 MONTHS

AutoCAD SHX Text

9 MONTHS

AutoCAD SHX Text

6 MONTHS

AutoCAD SHX Text

202 PSI

AutoCAD SHX Text

44 PSI

AutoCAD SHX Text

26 PSI

AutoCAD SHX Text

TENSILE STRENGTH

AutoCAD SHX Text 3/8"

AutoCAD SHX Text 3/8"

AutoCAD SHX Text 3/8"

AutoCAD SHX Text 3/8"

AutoCAD SHX Text 3/8"

AutoCAD SHX Text

MESH OPENING

AutoCAD SHX Text 12",18",24",32"

AutoCAD SHX Text 12",18",24",32"

AutoCAD SHX Text 12",18",24",32"

AutoCAD SHX Text 12",18",24",32"

AutoCAD SHX Text 12", 18"

AutoCAD SHX Text

SOCK DIAMETERS

AutoCAD SHX Text 5 mil HDPE

AutoCAD SHX Text 5 mil HDPE

AutoCAD SHX Text 3 mil HDPE

AutoCAD SHX Text

MATERIAL TYPE

AutoCAD SHX Text

COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS

AutoCAD SHX Text

1. SOCK FABRIC SHALL MEET STANDARDS OF TABLE SHOWN ABOVE. COMPOST SHALL MEET THE SOCK FABRIC SHALL MEET STANDARDS OF TABLE SHOWN ABOVE. COMPOST SHALL MEET THE STANDARDS OF TABLE SHOWN ABOVE. 2. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCK SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK ALIGNMENT. STAKES MAY BE INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED BY THE MANUFACTURER. 3. TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS. TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS. 4. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE ABOVEGROUND ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE ABOVEGROUND HEIGHT OF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN. 5. SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION. 6. BIODEGRADABLE FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE BIODEGRADABLE FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 7. UPON STABLIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE UPON STABLIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATER CASE, THE MESH SHALL BE CUT OPEN AND MULCH SPREAD AS A SOIL SUPPLEMENT.

AutoCAD SHX Text

CRUSHED AGGREGATE

AutoCAD SHX Text

BLOWN/PLACED FILTER MEDIA

AutoCAD SHX Text

2"X2" WOODEN STAKES PLACE 10' O.C.

AutoCAD SHX Text

COMPOST FILTER SOCK

AutoCAD SHX Text

DISTURBED AREA

AutoCAD SHX Text

SECTION VIEW

AutoCAD SHX Text

DISTURBED AREA

AutoCAD SHX Text

EXISTING CONTOURS

AutoCAD SHX Text

2"X2" WOODEN STAKES PLACE 10' O.C.

AutoCAD SHX Text

COMPOST FILTER SOCK

AutoCAD SHX Text

MATERIAL CHARACTERISTICS

AutoCAD SHX Text

PHOTO- DEGRADABLE

AutoCAD SHX Text

PHOTO- DEGRADABLE

AutoCAD SHX Text

BIO- DEGRADABLE

AutoCAD SHX Text

PHOTO- DEGRADABLE

AutoCAD SHX Text

MULTI-FILAMENT POLYPROPYLENE (MFPP)

AutoCAD SHX Text

HEAVY DUTY MUILT-FILAMENT POLYPROPYLENE (HDMFPP)

AutoCAD SHX Text

PHOTO- DEGRADABLE

AutoCAD SHX Text

ULTRA VIOLET STABILITY % ORIGINAL STRENGTH (ASTM G-155)

AutoCAD SHX Text

23% AT 1000 HR.

AutoCAD SHX Text

23% AT 1000 HR.

AutoCAD SHX Text

100% AT 1000 HR.

AutoCAD SHX Text

100% AT 1000 HR.

AutoCAD SHX Text

MINIMUM FUNTIONAL LONGEVITY

AutoCAD SHX Text COMPOSITE POLYPROPYLENE FABRIC (WOVEN & NON-WOVEN FLEECE MECHANICALLY FUSED VIA NEEDLE PUNCH)

AutoCAD SHX Text

(FILTER-SOCK-WATTLE)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text %%uFILTER SOCK / WATTLE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

EXIST. GROUND

AutoCAD SHX Text

FILTER CLOTH

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text 3'

AutoCAD SHX Text 5:1

AutoCAD SHX Text

MOUNTABLE BERM

AutoCAD SHX Text

(OPTIONAL)

AutoCAD SHX Text

EXIST. PAVEMENT

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

%%USIDE ELEVATION

AutoCAD SHX Text

EXIST. GROUND

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

POSITIVE DRAINAGE

AutoCAD SHX Text

TO SEDIMENT

AutoCAD SHX Text

TRAPPING DEVICE

AutoCAD SHX Text

COURSE

AutoCAD SHX Text

AGGREGATE

AutoCAD SHX Text

* MUST EXTEND FULL WIDTH

AutoCAD SHX Text

OF INGRESS AND EGRESS

AutoCAD SHX Text

OPERATION

AutoCAD SHX Text

%%UPLAN VIEW

AutoCAD SHX Text

3"' MIN.

AutoCAD SHX Text

3" MIN.

AutoCAD SHX Text

FILTER CLOTH

AutoCAD SHX Text

COURSE AGGREGATE

AutoCAD SHX Text

%%USECTION A-A

AutoCAD SHX Text

%%UBMP3.02-STABILIZED CONSTRUCTION ENTRANCE

AutoCAD SHX Text

1. USE 2-4 INCH STONE FOR LOW VOLUME ENTRANCES, LARGER STONE (4-6 INCH) FOR HEAVY USE OR MATERIAL

AutoCAD SHX Text

DELIVERY ENTRANCES.

AutoCAD SHX Text

2. LENGTH IS AS REQUIRED, BUT NOT LESS THAN 70 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT

AutoCAD SHX Text

MINIMUM LENGTH WOULD APPLY).

AutoCAD SHX Text

3. THICKNESS SHOULD BE NOT LESS THAN 6 INCHES.

AutoCAD SHX Text

4. THE WIDTH SHALL BE A MINIMUM OF 12 FEET, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR

AutoCAD SHX Text

EGRESS OCCURS.

AutoCAD SHX Text

5. GEOTEXTILE FABRIC SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO THE PLACING OF STONE.

AutoCAD SHX Text ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS

AutoCAD SHX Text THE ENTRANCE. IF A CULVERT IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES SHALL BE USED.

AutoCAD SHX Text

6. IF NECESSARY, DIVERT ANY WATER RUNNING DOWN ACCESS ROAD TO A SEDIMENT TRAP LOCATED ON EITHER

AutoCAD SHX Text

SIDE OF THE STABILIZED CONSTRUCTION ENTRANCE.

AutoCAD SHX Text

1. TEMPORARY ROADS SHALL FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EXTENT TEMPORARY ROADS SHALL FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EXTENT POSSIBLE. SLOPES SHOULD NOT EXCEED 15 PERCENT. 2. TEMPORARY PARKING AREAS SHOULD BE LOCATED ON NATURALLY FLAT AREAS TO MINIMIZE TEMPORARY PARKING AREAS SHOULD BE LOCATED ON NATURALLY FLAT AREAS TO MINIMIZE GRADING. GRADES SHOULD BE SUFFICIENT TO PROVIDE DRAINAGE BUT SHOULD NOT EXCEED 4 GRADES SHOULD BE SUFFICIENT TO PROVIDE DRAINAGE BUT SHOULD NOT EXCEED 4 PERCENT. 3. ROADBEDS SHOULD BE AT LEAST 14 FEET WIDE FOR ONE-WAY TRAFFIC AND 20 FEET WIDE FOR ROADBEDS SHOULD BE AT LEAST 14 FEET WIDE FOR ONE-WAY TRAFFIC AND 20 FEET WIDE FOR TWO-WAY TRAFFIC. HAUL ROADS SHOULD BE A LEAST 30 FEET WIDE. 4. ALL CUTS AND FILLS SHOULD BE 2:1 OR FLATTER. ALL CUTS AND FILLS SHOULD BE 2:1 OR FLATTER. 5. DRAINAGE DITCHES AND CULVERTS SHALL BE PROVIDED AS NEEDED. DRAINAGE DITCHES AND CULVERTS SHALL BE PROVIDED AS NEEDED. 6. THE ROADBED OR PARKING SURFACE SHALL BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER THE ROADBED OR PARKING SURFACE SHALL BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. 7. A 6-INCH COURSE OF CRUSHED AGGREGATE SHALL BE APPLIED IMMEDIATELY AFTER GRADING. A 6-INCH COURSE OF CRUSHED AGGREGATE SHALL BE APPLIED IMMEDIATELY AFTER GRADING. GEOTEXTILE FABRIC SHOULD BE APPLIED TO THE ROADBED FOR ADDITIONAL STABILITY. IN HEAVY DUTY TRAFFIC SITUATIONS, STONE SHOULD BE PLACED AT AN 8 TO10 INCH DEPTH TO AVOID EXCESSIVE MAINTENANCE. MAINTENANCE. 8. STABILIZE DISTURBED AREAS NOT COVERED WITH STONE IMMEDIATELY AFTER INSTALLATION WITH STABILIZE DISTURBED AREAS NOT COVERED WITH STONE IMMEDIATELY AFTER INSTALLATION WITH APPROPRIATE TEMPORARY OR PERMANENT VEGETATION.

AutoCAD SHX Text

BMP3.03-TEMPORARY CONSTRUCTION ROAD, WORK AND PARKING AREA STABILIZATION

AutoCAD SHX Text

2:1 OR

AutoCAD SHX Text

FLATTER

AutoCAD SHX Text 2:1

AutoCAD SHX Text

2:1 OR

AutoCAD SHX Text

FLATTER

AutoCAD SHX Text

2%%% TO 4%%%

AutoCAD SHX Text

2%%% TO 4%%%

AutoCAD SHX Text

EXIST. GROUND

AutoCAD SHX Text

EXIST. GROUND

AutoCAD SHX Text

GEOTEXTILE

AutoCAD SHX Text

FABRIC

AutoCAD SHX Text

6" CRUSHED

AutoCAD SHX Text

AGGREGATE

AutoCAD SHX Text

%%UTYPICAL SECTION-TEMPORARY CONSTRUCTION ROAD

AutoCAD SHX Text

(TEMP-CONST-ROAD)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text %%uTEMP CONSTRUCTION ROAD, WORK, AND PARKING

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ALL 3:1 SLOPES SHALL ALL RECEIVE 2' OF COVERAGE OF 12" RIP RAP

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

%%USLOPE STABILIZATION

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

EARTH

AutoCAD SHX Text

%%UINSTALLATION INSTRUCTIONS:

AutoCAD SHX Text

STEP 1: EXCAVATE TRENCH A MAXIMUM OF 2" WIDE AND 4" DEEP. THE TRENCH SHALL BE

AutoCAD SHX Text

HAND-CLEANED FOLLOWING EXCAVATION TO REMOVE BULKY DEBRIS SUCH AS ROCKS, STICKS,

AutoCAD SHX Text AND SOIL CLODS FROM THE TRENCH. DRIVE HARDWOOD POSTS, HAVING MINIMUM 1"x2"

AutoCAD SHX Text

CROSS-SECTION DIMENSIONS AND 48" LONG, INTO THE GROUND. DRIVE POST INTO GROUND A

AutoCAD SHX Text

MINIMUM OF 16" DEPTH. POST SPACING MUST BE NO GREATER THAN 6' MAXIMUM.

AutoCAD SHX Text STEP 2: LAYOUT SMARTFENCE 36 ALONG PROPOSED FENCE LINE NEXT TO ANCHOR TRENCH. LOCATE

AutoCAD SHX Text

ONE END OF THE SMARTFENCE 36 AND POSITION NEAR THE INITIAL POST. POSITION

AutoCAD SHX Text

SMARTFENCE 36 VERTICALLY ALONG THE INITIAL POST.

AutoCAD SHX Text STEP 3: FOR THE INITIAL POST, PLACE THE END OF SMARTFENCE 36 ALONG THE POST HEIGHT AND

AutoCAD SHX Text

ROTATE THE POST 360 DEGREES, MAINTAINING TENSION ON THE FENCE SYSTEM. SECURE THE

AutoCAD SHX Text

FENCE TO THE POST USING HEAVY-DUTY WIRE STAPLES (HAVING

AutoCAD SHX Text

AT THE TWO (2) ORANGE-COLORED BAND LOCATIONS AND AT A LOCATION HALFWAY BETWEEN

AutoCAD SHX Text

THE TWO ORANGE BANDS (MINIMUM 3 ATTACHMENT LOCATIONS). ALTERNATE STAPLES MAY BE

AutoCAD SHX Text

USED OF A SIZE AND TYPE AS APPROVED BY THE WVDOT.

AutoCAD SHX Text STEP 4: DRIVE THE INITIAL POST WITH THE ATTACHED FENCE INTO THE GROUND TO 16" DEPTH.

AutoCAD SHX Text STEP 5: DRIVE THE INTERIOR POSTS OF THE FENCE SYSTEM INTO THE GROUND AT LEAST 16"

AutoCAD SHX Text

STEP 6: MOVE TO THE NEXT POST WHILE PULLING SMARTFENCE 36 TIGHTLY. POSITION THE

AutoCAD SHX Text

SMARTFENCE 36 IN FRONT OF THE ADJACENT POST IN PREPARATION FOR FASTENING THE

AutoCAD SHX Text

FENCE TO THE POST SECURE THE FENCE TO THE POST USING STAPLES AT THE TWO (2)

AutoCAD SHX Text

ORANGE-COLORED BAND LOCATIONS AND AT A LOCATION HALFWAY BETWEEN THE TWO

AutoCAD SHX Text

ORANGE BANDS (MINIMUM 3 ATTACHMENT LOCATIONS) AS INSTRUCTED IN STEP 3.

AutoCAD SHX Text STEP 7: AFTER THE INTERIOR POSTS HAVE BEEN FASTENED TO THE SMARTFENCE 36, SECURE THE

AutoCAD SHX Text FENCE TO THE FINAL POST BY PULLING THE FINAL SECTION OF FENCING TIGHT, THEN ROTATING

AutoCAD SHX Text

THE POST 360 DEGREES, MAINTAINING TENSION ON THE FENCE SYSTEM. SECURE THE FENCE

AutoCAD SHX Text

TO THE POST USING STAPLES AT THE TWO (2) ORANGE COLORED BAND LOCATIONS AND AT A

AutoCAD SHX Text

LOCATION HALFWAY BETWEEN THE TWO ORANGE BANDS (MINIMUM 3 ATTACHMENT LOCATIONS)

AutoCAD SHX Text

AS INSTRUCTED IN STEP 3. DRIVE THE FINAL POST INTO THE GROUND TO 16" DEPTH

AutoCAD SHX Text STEP 8: PLACE BOTTOM 6" OF FABRIC INTO THE TRENCH. BACKFILL TRENCH (OVERFILL) WITH SOIL PLACE

AutoCAD SHX Text

AROUND FABRIC. COMPACT SOIL BACKFILL WITH EITHER MANUAL TAMPING (OR OTHER MANUAL

AutoCAD SHX Text

MEANS) OR VIA MECHANICAL EQUIPMENT SUCH AS THE FRONT WHEEL OF A TRACTOR, SKID

AutoCAD SHX Text STEER, ROLLER, OR OTHER DEVICE (PER NOTE…