ARFQ DEP1800000010 VICKERS BRANCH PLANS.pdf

8 MB Posted

Attached to
Vickers Branch (Richardson) Drainage - Addendum #1
Solicitation number
ARFQ 0313 DEP1800000010 2
Issued by
Logan County, West Virginia

About this file

Written by GovTribe AI ·

This file contains construction plans and technical drawings prepared by the West Virginia Department of Environmental Protection, Abandoned Mine Lands and Reclamation division, for the Vickers Branch (Richardson) Drainage project. The plans include existing conditions mapping, sediment control strategies, reclamation procedures, and detailed specifications for drainage infrastructure improvements. The project encompasses drainage system installation and mine land reclamation activities at a residential property, with multiple plan sheets addressing pipe installation, inlet construction, and site stabilization. The drawings were prepared by RCD and approved by MK, with revisions dated from February 27, 2017 through May 30, 2017, indicating an active design and planning phase during this period. The scope includes contractor responsibilities for permitting, utility verification, site restoration, water management, and protection of existing site features including a residential structure and paved driveway.

The project specifications require the contractor to install approximately 216 linear feet of 36-inch HDPE pipe, 80 linear feet of 8-inch perforated PVC underdrain pipe, and related drainage conveyance systems with Type G inlet structures and rip rap protection. The plans detail sediment control measures including silt fence installation, stabilized construction entrance requirements, and site revegetation protocols. The contractor is responsible for debris removal, demolition of a garage structure and associated concrete, grout plugging of existing corrugated metal pipe, and comprehensive site grading and seeding upon completion. Specific elevation data, control points, and construction sequencing are provided through multiple detailed cross-sections, profiles, and technical detail drawings. The project involves coordination with the project manager for construction modifications and approval of completed work phases.

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Other files

File Type Posted
ARFQ DEP1800000010 DRUG FREE AFFIDAVIT.pdf PDF
ARFQ DEP1800000010 Vickers Branch (Richardson) Drainage TECHNICAL SPECS 5-8-17.pdf PDF
Final_ARFQ_0313_DEP1800000010_2_ARFQ_FORM.PDF PDF
ARFQ DEP1800000010 Addendum 1.pdf PDF
Final_ARFQ_0313_DEP1800000010_1_ARFQ_FORM.PDF PDF
ARFQ DEP1800000010 DEP Instructions to Bidders.pdf PDF
ARFQ DEP1800000010 DEP Construction Bid Submission Review Form.pdf PDF
ARFQ DEP1800000010 DEP STANDARD SPECIFICATIONS.pdf PDF
ARFQ DEP1800000010 DEP PROCUREMENT AFFIDAVIT.pdf PDF
ARFQ DEP1800000010 BID BOND FORM WITH INSTRUCTIONS.pdf PDF
ARFQ DEP1800000010 AVS FORM.pdf PDF
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LEGEND

SURVEY CONTROL

epartment of nvironmental rotection

Abandoned Mine Lands and Reclamation

State of West Virginia

VICKERS BRANCH

(RICHARDSON)

DRAINAGE

EXISTING CONDITIONS

AND

TAX MAP OVERLAY

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BRUSH

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EXISTING OR PROBABLE MINE OPENING

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EXISTING DRAIN OR WATER COURSE

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EXISTING CULVERT OR PIPE

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TAX MAP AND PARCEL NO.

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DIRECTION OF FLOW

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APPROXIMATE PROPERTY LINE

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DRAWN BY:

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RCD

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OF

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AS NOTED

AutoCAD SHX Text PROPERTY LINE AND ROAD NUMBER INFORMATION REPRESENTS AN APPROXIMATE BEST FIT ESTIMATE OF PROPERTY LINE BOUNDARIES AS OBTAINED FROM COUNTY TAX MAPS ACQUIRED THROUGH THE WEST VIRGINIA STATE TAX DEPARTMENT IN CHARLESTON, WV. PROPERTY LINES SET OUT AND DESIGNATED WITHIN THESE CONSTRUCTION PLANS DO NOT REPRESENT A TRUE AND ACCURATE BOUNDARY SURVEY.

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AutoCAD SHX Text NOTES: 1. ) CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMIT REQUIREMENTS. ) CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMIT REQUIREMENTS. 2. ) CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ANY ) CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ANY AND ALL UTILITIES LOCATED WITHIN THE CONSTRUCTION LIMITS 3. ) CONTRACTOR SHALL BE RESPONSIBLE THAT ALL AREAS AFFECTED BY ACCESS AND/OR ) CONTRACTOR SHALL BE RESPONSIBLE THAT ALL AREAS AFFECTED BY ACCESS AND/OR CONSTRUCTION SHALL BE REGRADED, SEEDED AND MULCHED UPON COMPLETION OF PROJECT. 4. ) CONTRACTOR SHALL BE RESPONSIBLE THAT ANY AND ALL PROPERTY CORNERS, ) CONTRACTOR SHALL BE RESPONSIBLE THAT ANY AND ALL PROPERTY CORNERS, (i.e.IRON RODS, REBARS, CONCRETE MONUMENTS AND SIGNS) DISTURBED SHALL BE RE-ESTABLISHED AND RESET UPON COMPLETION OF THE PROJECT. 5. ) CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING PAVED ) CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING PAVED DRIVEWAY DURING CONSTRUCTION. 6. ) CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING WATER.) CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING WATER.

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AutoCAD SHX Text NO. NORTHING EASTING ELEVATION DESCRIPTION NO. NORTHING EASTING ELEVATION DESCRIPTION NORTHING EASTING ELEVATION DESCRIPTION NORTHING EASTING ELEVATION DESCRIPTION EASTING ELEVATION DESCRIPTION EASTING ELEVATION DESCRIPTION ELEVATION DESCRIPTION ELEVATION DESCRIPTION DESCRIPTION DESCRIPTION 3 362178.547 1673976.724 811.45 MAG NAIL 4 362157.368 1673843.821 817.49 MAG NAIL 5 362189.603 1673943.962 818.85 MAG NAIL

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197.45' OF 36" C.M.P. INV. IN = 810.24' IN = 810.24' INV. OUT = 799.97'

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23.23 OF 16" HDPE INV. IN = 794.84' IN = 794.84' INV. OUT = 793.72'

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28.57' OF 16" HDPE INV. IN = 793.88' IN = 793.88' INV. OUT = 793.03'

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19.63' OF 36" C.M.P. INV. IN = 788.31' IN = 788.31' INV. OUT = 787.33'

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EXISTING SEPTIC DRAIN LINE INV. OUT = 814.19'OUT = 814.19'

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DECK

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AS PER PROJECT MANAGER 4-10-2017

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EDGE BROKEN CONCRETE DRIVEWAY

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DOWNSPOUT DRAINAGE LINES

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AS PER PROJECT MANAGER 4-20-2017

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AS PER PROJECT MANAGER 4-27-2017

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AS PER PROJECT MANAGER 5-4-2017

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SURVEY CONTROL

epartment of nvironmental rotection

Abandoned Mine Lands and Reclamation

State of West Virginia

VICKERS BRANCH

(RICHARDSON)

DRAINAGE

SEDIMENT CONTROL PLAN

AND

RECLAMATION PLAN

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EXISTING UTILITY OR LIGHT POLE

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EXISTING DRAIN OR WATER COURSE

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EXISTING CULVERT OR PIPE

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TAX MAP AND PARCEL NO.

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APPROXIMATE PROPERTY LINE

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DRAWN BY:

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APPROVED BY:

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DATE:

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RCD

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MK

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SHEET NO.

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OF

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AS NOTED

AutoCAD SHX Text PROPERTY LINE AND ROAD NUMBER INFORMATION REPRESENTS AN APPROXIMATE BEST FIT ESTIMATE OF PROPERTY LINE BOUNDARIES AS OBTAINED FROM COUNTY TAX MAPS ACQUIRED THROUGH THE WEST VIRGINIA STATE TAX DEPARTMENT IN CHARLESTON, WV. PROPERTY LINES SET OUT AND DESIGNATED WITHIN THESE CONSTRUCTION PLANS DO NOT REPRESENT A TRUE AND ACCURATE BOUNDARY SURVEY.

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AutoCAD SHX Text NO. NORTHING EASTING ELEVATION DESCRIPTION NO. NORTHING EASTING ELEVATION DESCRIPTION NORTHING EASTING ELEVATION DESCRIPTION NORTHING EASTING ELEVATION DESCRIPTION EASTING ELEVATION DESCRIPTION EASTING ELEVATION DESCRIPTION ELEVATION DESCRIPTION ELEVATION DESCRIPTION DESCRIPTION DESCRIPTION 3 362178.547 1673976.724 811.45 MAG NAIL 4 362157.368 1673843.821 817.49 MAG NAIL 5 362189.603 1673943.962 818.85 MAG NAIL

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GARAGE

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SEPTIC TANK AVOID AREA AROUND

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DOG PEN

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SMALL DIRT PILE NO. 1 TO BE USED FOR FILL

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DEBRIS

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SMALL DIRT PILE NO. 2 TO BE USED FOR FILL

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EXISTING 36" C.M.P. INV. IN = 810.24' IN = 810.24' INV. OUT = 799.97'

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LARGE DIRT PILE NO. 4 TO BE USED FOR FILL

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UTILITY POLE

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PAVED DRIVEWAY

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BROKEN CONCRETE

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TRENCH

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23.23 OF 16" HDPE INV. IN = 794.84' IN = 794.84' INV. OUT = 793.72'

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28.57' OF 16" HDPE INV. IN = 793.88' IN = 793.88' INV. OUT = 793.03'

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19.63' OF 36" C.M.P. INV. IN = 788.31' IN = 788.31' INV. OUT = 787.33'

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CP 3

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EXISTING SEPTIC DRAIN LINE INV. OUT = 814.19'OUT = 814.19'

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PLUG 100 LF OF CMP OFF WITH GROUT

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DISPOSE OF DEBRIS

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DISPOSE OF DEBRIS

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DEMOLISH AND DISPOSE OF GARAGE BUILDING AND RELATED CONCRETE DRIVEWAY

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SITE ACCESS

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STABILIZED CONSTRUCTION ENTRANCE

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BEGIN 30 LF UNDERDRAIN CONVEYANCE PIPE ELEV. = 812.00'= 812.00'

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END CONVEYANCE PIPE BEGIN 80 LF UNDERDRAIN ELEV. = 813.60'= 813.60'

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CLEANOUT

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END UNDERDRAIN ELEV. = 816.34'= 816.34'

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DRAINAGE SUMP

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REMOVE 98 LF EXISTING CMP DOWNSTREAM FROM UNJOINED AREA

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INSTALL 68 LF OF 36" HDPE PIPE

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INSTALL 148 LF OF 36" HDPE PIPE

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SILT FENCE SEDIMENT CONTROL

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PROPOSED CONSTRUCTION ENTRANCE

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PROPOSED PIPE OR CULVERT

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PROPOSED CONSTRUCTION LIMITS

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PROPOSED TYPE "G" INLET

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BEGIN CONVEYANCE PIPE INVERT OUT 812.00

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END PERFORATED PIPE INVERT IN 812.25

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DECK

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36" HDPE PIPE INVERT IN 812.00

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36" HDPE PIPE INVERT OUT 802.00

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AS PER PROJECT MANAGER 4-10-2017

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EDGE BROKEN CONCRETE DRIVEWAY

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DOWNSPOUT DRAINAGE LINES

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AS PER PROJECT MANAGER 4-20-2017

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CONSTRUCTION LIMITS

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AS PER PROJECT MANAGER 4-27-2017

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CONSTRUCT RIP RAP OUTLET PROTECTION

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CONSTRUCT RIP RAP INLET PROTECTION

AutoCAD SHX Text NOTES: 1. ) CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMIT REQUIREMENTS. ) CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL PERMIT REQUIREMENTS. 2. ) CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ANY ) CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ANY AND ALL UTILITIES LOCATED WITHIN THE CONSTRUCTION LIMITS 3. ) CONTRACTOR SHALL BE RESPONSIBLE THAT ALL AREAS AFFECTED BY ACCESS AND/OR ) CONTRACTOR SHALL BE RESPONSIBLE THAT ALL AREAS AFFECTED BY ACCESS AND/OR CONSTRUCTION SHALL BE REGRADED, SEEDED AND MULCHED UPON COMPLETION OF PROJECT. 4. ) CONTRACTOR SHALL BE RESPONSIBLE THAT ANY AND ALL PROPERTY CORNERS, ) CONTRACTOR SHALL BE RESPONSIBLE THAT ANY AND ALL PROPERTY CORNERS, (i.e.IRON RODS, REBARS, CONCRETE MONUMENTS AND SIGNS) DISTURBED SHALL BE RE-ESTABLISHED AND RESET UPON COMPLETION OF THE PROJECT. 5. ) CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING PAVED ) CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING PAVED DRIVEWAY DURING CONSTRUCTION. 6. ) CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING WATER.) CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING WATER.

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BEGIN CMP GROUT-END CMP REMOVAL

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AS PER PROJECT MANAGER 5-4-2017

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AS PER PROJECT ENGINEER 5-30-2017

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PROPOSED FINISHED GRADE CONTOUR

AutoCAD SHX Text epartment of nvironmental rotection

Abandoned Mine Lands and Reclamation

State of West Virginia

INLET MOUNDING TABLE

SECTION G - G

PLAN

H

H

G

G

DETAIL 7.13.2A

TYPE "G INLET

MOUNDING DETAIL

SECTION H - H

PLAN VIEW - TYPE 2 GRATE

SECTION THROUGH TYPE 2 GRATE

DETAIL 7.13.2B

TYPE "G INLET

EXPLODED DETAIL

CONSTRUCTION JOINT DETAILS

DETAIL 7.13.2C

TYPE "G INLET

DETAIL 7.6.3E

PIPE TRENCH - VEGETATED SURFACE

VICKERS BRANCH

(RICHARDSON)

DRAINAGE

HDPE PIPE PROFILE

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DETAILS

HDPE PIPE PROFILE

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DRAWN BY:

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APPROVED BY:

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DATE:

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WT.

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DIMENSIONS

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TYPE 2 GRATE

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SPECIAL DESIGN

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1 " CRUSHER RUN STONE 12" CRUSHER RUN STONE (COMPACTED TO 95%)

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8 FEET

AutoCAD SHX Text 3" X 2 1/2" X 3/8" Angle, AutoCAD SHX Text

6.6 Lb./L.F.

AutoCAD SHX Text 1" , Min., Weep Holes,Typ., AutoCAD SHX Text Installed 1 Each in Center of Sides

AutoCAD SHX Text with no Pipe Inlets or Outlets

AutoCAD SHX Text #5 Rebars at 8" c-c

AutoCAD SHX Text around perimeter

AutoCAD SHX Text NOTES: 1. The final installed top surface of inlet and grate shall The final installed top surface of inlet and grate shall be flush with adjacent finished surfaces such as pavement, gutters, curbs, and sidewalks. Top of grate elevation, if shown on the plans, is for information only. 2. Construction may be cast-in place, precast in one or Construction may be cast-in place, precast in one or multiple sections, or any combination of cast-in-place and precast. 3. Type 2 Grate shall be used at all locations unless Type 2 Grate shall be used at all locations unless otherwise specified on the Plans. Type 1 Urban Grates shall be used only at specially designated locations as shown on the plans. 4. The Contractor, at his option, may omit use of the The Contractor, at his option, may omit use of the frame by forming a ledge in the concrete. 5. Special care shall be exercised in forming the 2" wide Special care shall be exercised in forming the 2" wide concrete ledge to provide a smooth, even surface for supporting the grates if the shallow frame is not used. no projections shall exist on the bearing surfaces of the ledge or the grates, and the grates shall seat on the ledge without rocking. 6. The Mounding Detail as shown is not required when an The Mounding Detail as shown is not required when an inlet is placed in a sag. 7. Optional construction joints labeled CJ" may be Optional construction joints labeled CJ" may be roughened concrete, keyed or doweled as per the typical details shown herein or as approved by the Engineer. Non shrink grout meeting the requirements of subsection 715.5 of the specifications may be used to a depth of 1/2" for leveling between precast sections. Thicker depths will be allowed as per the manufacturer's recommendations. 8. The minimum distance from the top of any pipe The minimum distance from the top of any pipe opening to any construction joint above the opening shall be four (4) inches. 9. The number and location of pipe openings shall be as The number and location of pipe openings shall be as shown in the plans. The contractor at no additional cost, shall be responsible for any temporary bracing required to transport precast inlet sections due to multiple openings.

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3" MIN.

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2" MIN.

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3" MIN.

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3" MIN.

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MIN.

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MIN.

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MIN.

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DIA.÷2 ÷2 1'-0", MIN.

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DIA.

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4", MIN.

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6", MIN.

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1 " CRUSHER 12" CRUSHER RUN STONE FOR LEVELING

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MATCH EXISTING GRADE

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DIA.÷2 ÷2 1'-0", MIN.

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MATCH EXISTING GRADE

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DIA.÷2 OR ÷2 OR 1'-0", MIN.*

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1'-0", MIN.

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SELECT BACKFILL

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6" MIN., TOPSOIL

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REVEGETATE IN ACCORDANCE WITH SPECIFICATIONS

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" CRUSHER RUN STONE

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(COMPACTED TO 95%)

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EXISTING GROUND

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36" HDPE PIPE

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PROPOSED GROUND

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RIP RAP INLET PROTECTION

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INSTALL TYPE "G" INLET

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SCALE: 1" = 20'

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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36" HDPE PIPE INVERT IN 812.00

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36" HDPE PIPE INVERT OUT 802.00

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AS PER PROJECT MANAGER 4-10-2017

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1 " CRUSHER RUN STONE 12" CRUSHER RUN STONE (COMPACTED TO 95%)

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36" HDPE PIPE INVERT OUT 810.65

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36" HDPE PIPE INVERT IN 810.55

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AS PER PROJECT MANAGER 4-20-2017

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6" MIN. SOIL COVER

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AS PER PROJECT MANAGER 4-27-2017

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AS PER PROJECT MANAGER 5-4-2017

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RIP RAP OUTLET PROTECTION

AS PER PROJECT ENGINEER 5-30-2017

SIDE ELEVATION

PLAN VIEW

SECTION A-A

STABILIZED CONSTRUCTION ENTRANCE

DRAINAGE SUMP

PLAN

TYPICAL SECTION A-A

epartment of nvironmental rotection

Abandoned Mine Lands and Reclamation

State of West Virginia

VICKERS BRANCH

(RICHARDSON)

DRAINAGE

TYPICAL DETAILS

SIDE VIEW

END LAP TOP VIEW

TOE OF SLOPE SILT FENCE

LOCATION END DETAIL

SILT FENCE

TYPICAL SECTION B-B

12" Ø PVC PIPE ANIMAL GUARD

CROSS SECTION, TYP.

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EXIST. GROUND

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FILTER CLOTH

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CULVERT

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6" MIN.

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AutoCAD SHX Text 5:1

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MOUNTABLE BERM (OPTIONAL)

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EXIST. PAVEMENT

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EXIST. GROUND

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EXIST. PAVEMENT

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POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE

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COURSE AGGREGATE

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* MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION

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3"' MIN.

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3" MIN.

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FILTER CLOTH

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COURSE AGGREGATE

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1. USE (4-6 INCH) FOR HEAVY USE OR MATERIAL USE (4-6 INCH) FOR HEAVY USE OR MATERIAL DELIVERY ENTRANCES. 2. LENGTH IS AS REQUIRED, BUT NOT LESS THAN 70 FEET. LENGTH IS AS REQUIRED, BUT NOT LESS THAN 70 FEET. 3. THICKNESS SHOULD BE NOT LESS THAN 6 INCHES. THICKNESS SHOULD BE NOT LESS THAN 6 INCHES. 4. THE WIDTH SHALL BE A MINIMUM OF 10 FEET, BUT NOT THE WIDTH SHALL BE A MINIMUM OF 10 FEET, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 5. GEOTEXTILE FABRIC SHALL BE PLACED OVER THE ENTIRE GEOTEXTILE FABRIC SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO THE PLACING OF STONE. 6. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF A CULVERT IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES SHALL BE USED. 7. IF NECESSARY, DIVERT ANY WATER RUNNING DOWN ACCESS IF NECESSARY, DIVERT ANY WATER RUNNING DOWN ACCESS ROAD TO A SEDIMENT TRAP LOCATED ON EITHER SIDE OF THE STABILIZED CONSTRUCTION ENTRANCE. 8. THE CONFIGURATION MAY VARY, BUT THE SURFACE AREA THE CONFIGURATION MAY VARY, BUT THE SURFACE AREA SHALL NOT BE LESS THAN 840 SQUARE FEET. THE CORRECT CONFIGURATION IS SHOWN ON SHEET NO. 3 9. THE STABILIZED CONSTRUCTION ENTRANCE IS TEMPORARY AND THE STABILIZED CONSTRUCTION ENTRANCE IS TEMPORARY AND WILL BE REMOVED AS APPROVED BY THE WVDEP.

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12" SDR35 PVC CONVEYANCE PIPE

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3"-6" NON-CALCAREOUS STONE WRAPPED IN THRACE-LINQ 140EX FILTER FABRIC

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OUTLET EL. 812.00

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GROUND EL. 818.00

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PIPE EL. 812.25

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DRAWN BY:

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APPROVED BY:

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DATE:

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RCD

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MK

AutoCAD SHX Text 3/21/2017

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SHEET NO.

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OF

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SCALE:

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AS NOTED

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REVISIONS:

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DATE:

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EXCAVATED TRENCH 4" X 4"

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1 1/2" X 1 1/2" X 48" HARDWOOD POST.

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FLOW

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EMBED FILTER FABRIC MIN. 4" INTO GROUND

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2. ATTACH THE FILTER FABRIC TO THE FENCE POSTS AND EXTEND IT INTO THE DITCH.

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SILT FENCE FILTER FABRIC

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1 1/2" X 1 1/2" (MIN.) X 48" HARDWOOD POST.

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4", MIN.

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SILT FENCE FILTER FABRIC

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4", MIN.

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32", MAX. 16", MIN.

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16", MIN.

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SILT FENCE FILTER FABRIC

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3. BACKFILL AND COMPACT THE TRENCH WITH EXCAVATED SOILS.

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SILT FENCE FILTER FABRIC

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SILT FENCE FILTER FABRIC

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ROLL END

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ROLL END

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1" HEAVY DUTY WIRE STAPLE

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1" HEAVY DUTY WIRE STAPLE

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1 1/2" X 1 1/2" X 48" HARDWOOD POST.

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1 1/2" X 1 1/2" X 48" HARDWOOD POST.

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%%USILT FENCE NOTES:

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1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO ALIGNMENT LENGTH TO AVOID JOINTS. WHERE JOINTS ARE UNAVOIDABLE, THE FABRIC SHALL BE SPLICED TOGETHER AT A SUPPORT POST BY TWISTING THE POST OF EACH RUN AROUND EACH OTHER. 2. FILTER FABRIC SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE SUPPORT POSTS USING ONE INCH, MINIMUM, LONG HEAVY-DUTY WIRE STAPLES OR TIE WIRES WITH EIGHT INCHES, MINIMUM, OF FABRIC EXTENDED INTO THE TRENCH. DO NOT STAPLE FABRIC TO TREES. 3. COMPACTED SOIL BACKFILL SHALL BE PLACED IN THE 4" BY 4" TRENCH ATOP THE EXTENDED FABRIC. 4. POSTS SHALL BE CONSTRUCTED OF 1 1/2" X 1 1/2" (MIN.) HARDWOOD OR 2" x 4" PINE BY 48" LONG. 5. FILTER FABRIC SHALL BE NON-WOVEN "MIRAFI 100X", "EXXON GTF 180" OR EQUAL. 6. APPROVED PREFABRICATED UNITS INCLUDE "GEOFAB", "ENVIROFENCE", OR APPROVED EQUAL. 7. THE MAXIMUM RUN OF SLOPE ABOVE A ROW OF SILT FENCE IS 110 FEET.

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SET SILT FENCE AS FAR FROM SLOPE TOE AS POSSIBLE, 10 FT., MIN.

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FLOW

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SILT FENCE ROLL END

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SILT FENCE FILTER FABRIC

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1 1/2" X 1 1/2" X 48" HARDWOOD POST., TYP.

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TURN END OF ROW SLIGHTLY UPHILL

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BACKFILL SLOPE

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TOE OF SLOPE

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10 FT., MAX.

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10 FT., MAX.

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10 FT., MAX.

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10 FT., MAX.

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1. SET POSTS ALONG CONTOUR OF THE LAND

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AND EXCAVATE TRENCH UPSLOPE ALONG THE

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LINE OF POSTS.

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FABRIC TO BE WRAPPED

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AROUND END POSTS

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AS PER PROJECT MANAGER 4-10-2017

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SCALE NTS

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SCALE NTS

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12" SDR35 PVC PERFORATED PIPE

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12" SDR PVC PIPE

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SCALE NTS

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3"-6" NON-CALCAREOUS STONE WRAPPED IN 140EX FILTER FABRIC

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AS PER PROJECT MANAGER 4-20-2017

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3/8" STAINLESS STEEL BOLTS, NUTS, AND WASHERS, TYP.

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SCALE: 1" = 1 FT.

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12" SDR35PVC PIPE

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AS PER PROJECT MANAGER 4-27-2017

epartment of nvironmental rotection

Abandoned Mine Lands and Reclamation

State of West Virginia

VICKERS BRANCH

(RICHARDSON)

DRAINAGE

UNDERDRAIN PROFILE

AND

DETAILS

TYPICAL UNDERDRAIN DETAIL

UNDERDRAIN PIPE CROSS SECTION, TYP.

UNDERDRAIN PIPE LONGITUDINAL VIEW, (TYP)SECTION

UNDERDRAIN PROFILE

CONVEYANCE PIPE DETAIL

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+60

AutoCAD SHX Text 0+80

AutoCAD SHX Text 1+00

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DRAWN BY:

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APPROVED BY:

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DATE:

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RCD

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MK

AutoCAD SHX Text 4/10/2017

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SHEET NO.

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OF

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SCALE:

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AS NOTED

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REVISIONS:

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DATE:

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NOT TO SCALE

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PROVIDE 6 EACH 1" HOLESSPACED AS SHOWN

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8" SDR35 PVC PERFORATEDPIPE

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1.0 FT. TYP.

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1" HOLES, TYP., STAGGERADJACENT ROWS

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8" SDR35 PVC PERFORATED PIPE

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1.0 FT.

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1.0 FT. TYP.

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3" - 6" NON CALCARECUS SANDSTONE

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FILTER FABRIC THRACE-LINQ 140EX

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FINAL GRADE

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8" PERFORATED SDR 35 PVC

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FINE AGGREGATE BEDDING

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EXISTING GROUND

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FINAL GROUND

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SCALE: 1" =10'

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AS PER PROJECT MANAGER 4-10-2017

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INVERT IN 816.34

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INVERT OUT 812.00

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AS PER PROJECT MANAGER 4-20-2017

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AS PER PROJECT MANAGER 4-27-2017

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1 FOOT MIN. SOIL COVER

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NOT TO SCALE

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DIA.÷2 ÷2 1'-0", MIN.

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DIA.

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4", MIN.

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CLASS B BEDDING

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MATCH EXISTING GRADE

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DIA.÷2 ÷2 1'-0", MIN.

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MATCH EXISTING GRADE

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1'-0", MIN.

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SELECT BACKFILL

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12", MIN., TOPSOIL

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REVEGETATE IN ACCORDANCE WITH SPECIFICATIONS

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CLASS B BEDDING

Sheets and Views
VICKERS BRANCH SHEET NO 1-Model
VICKERS BRANCH SHEET NO 2-Model
VICKERS BRANCH SHEET NO 3-Model
VICKERS BRANCH SHEET NO 4-Model
VICKERS BRANCH SHEET NO 5-Model
VICKERS BRANCH SHEET NO 6-Model

File details come from the government source that posted it. Updated .