D Wing Drawings 15 to 25.pdf

PDF 26 MB Posted Apr 22, 2021

Attached to: Y1DZ--Expand Building 1 D-Wing Project No: 565-135
Solicitation number: 36C24621R0050
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details regarding a federal contract opportunity for the expansion of Building 1 D-Wing at the Fayetteville VA Medical Center. The subsequent solicitation is a request for proposal to construct a planned 24,800 gross square foot expansion on the southeast elevation of Building 1, including a complete demolition of Building 8. The expansion will include a 4-story elevator and shaft, patient drop off canopies, and site modifications. The basement level will expand the Emergency Room department to include mental health exam rooms and staff support areas. The first floor will add patient sub-waiting areas, consult offices, and an open office space. The solicitation number is 36C24621R0050 and will be posted on or around May 28, 2021. The associated NAICS code is 236220 and the small business size standard is $39.5 million. The contracting agency is the Department of Veterans Affairs Veterans Health Administration VISN 6.

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Other files

File	Type	Posted
36C24621R0050 0005.pdf	PDF	Jun 22, 2021
Statement of Proposal Items.docx	DOCX document	Jun 22, 2021
EXPAND BLDG. 1 D WING_ADDENDUM A DRAWINGS (17 total).pdf	PDF	Jun 22, 2021
Specification Section 01 00 00 - R 06.22.2021.docx	DOCX document	Jun 22, 2021
LISTING OF DRAWINGS.pdf	PDF	Jun 22, 2021
36C24621R0050 0004.pdf	PDF	Jun 16, 2021
36C24621R0050 0003.pdf	PDF	Jun 2, 2021
FNCVAMC Lead Survey 2003 includes Building 8 - Part 1.pdf	PDF	May 27, 2021
Bldg 8 Fire Alarm Replacement 1990.pdf	PDF	May 27, 2021
B 4_5_8 Heat Pumps and Solar Sht 4 of 5 1983.pdf	PDF	May 27, 2021
Dec 2016 Subsurface and Geotechnical Analysis for Expand D-Wing Project.pdf	PDF	May 27, 2021
B 4_5_7_8 Heat Pumps and Solar Sht 5 of 5 1983.pdf	PDF	May 27, 2021
Building 8 Lead Based Paint Survey Results 2003.pdf	PDF	May 27, 2021
Telephone System Replacement Bldg 8-E1 Electrical 1984.pdf	PDF	May 27, 2021
B 4_8 Heat Pumps and Solar Sht 3 of 5 1983.pdf	PDF	May 27, 2021
Specification Section 09 24 00 - Portland Cement Plastering.pdf	PDF	May 27, 2021
B 4_5_7_8 Heat Pumps and Solar Sht 1 of 5 1983.pdf	PDF	May 27, 2021
Building 8 ACM Survey 2004.pdf	PDF	May 27, 2021
FNCVAMC Lead Survey 2003 includes Building 8 - Part 2.pdf	PDF	May 27, 2021
36C24621R0050 0002.pdf	PDF	May 27, 2021
36C24621R0050 0001.pdf	PDF	Apr 28, 2021
D Wing Drawings 51 to 120.pdf	PDF	Apr 22, 2021
D Wing Specifications Vol 1.pdf	PDF	Apr 22, 2021
D Wing Drawings 1 to 14.pdf	PDF	Apr 22, 2021
D Wing Drawings 121 to 177.pdf	PDF	Apr 22, 2021
D Wing Specifications Vol 2.pdf	PDF	Apr 22, 2021
D Wing Drawings 26 to 50.pdf	PDF	Apr 22, 2021
36C24621R0050_1.docx	DOCX document	Apr 22, 2021
36C24621R0050.docx	DOCX document	Feb 24, 2021

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FINAL SUBMISSION: CONSTRUCTION DOCUMENTS - FULLY SPRINKLERED

www.atriaxgroup.com

Atriax, pllc

102 3rd Avenue, NE

PO Box 1629, Hickory, NC 28603

Phone: 828.315.9962

Fax: 828.315.9964

NC Engineering License No.: P-0214

NC Architectural License No.: 51254

8845 Red Oak Blvd.

Charlotte, NC 28217-5593

Phone: 704.523.2230

Fax: 704.523.2235 www.freemanwhite.com

FreemanWhite

LAURENE, RICKHER

& SORRELL, P.C.

Consulting Structural Engineers

8701 Red Oak Blvd.

Charlotte, NC 28217-5593

Phone: 704.522.0495

Fax: 704.522.0499 www.lrspc.net

LeGrand

Engineering, Inc.

215 Park Ave SE

Aiken, SC 29801

Phone: 803.502.0657

Fax: 803.643.4648 www.legrandengineering.com

LEGEND

GRADING NOTES

ROOF DRAINAGE NOTES

KEYNOTES

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EXPAND BUILDING 1 D-WING

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FAYETTEVILLE,

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SILT FENCE MAJOR CONTOUR MINOR CONTOUR

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FLOW DIRECTION LIMITS OF DISTURBANCE SPOT ELEVATION

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1. AT CURB AND GUTTER LOCATIONS SINGLE SPOT ELEVATIONS ARE BOTTOM OF CURB U.N.O. AT CURB AND GUTTER LOCATIONS SINGLE SPOT ELEVATIONS ARE BOTTOM OF CURB U.N.O. TOP OF CURB IS 6" HIGHER THAN BOTTOM OF CURB U.N.O. 2. WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT NEW WORK SHALL MATCH EXISTING.WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT NEW WORK SHALL MATCH EXISTING.

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1. ROOF DRAIN EXTENSIONS AND STORM DRAINAGE PIPING SHALL BE CONSTRUCTED AND INSTALLED IN ROOF DRAIN EXTENSIONS AND STORM DRAINAGE PIPING SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THESE PLANS AND THE 2012 NORTH CAROLINA PLUMBING CODE. 2. CONTRACTOR SHALL COORDINATE LOCATION OF ROOF DRAIN DOWNSPOUT ADAPTERS, LEADERS AND OTHER SITE CONTRACTOR SHALL COORDINATE LOCATION OF ROOF DRAIN DOWNSPOUT ADAPTERS, LEADERS AND OTHER SITE FEATURES WITH DOWNSPOUT LOCATIONS SHOWN ON THE ARCHITECTURAL BUILDING ELEVATIONS. 3. CONTRACTOR SHALL SUBMIT PRODUCT DATA, SHOP DRAWINGS, SAMPLES UPON REQUEST AND ANY CONTRACTOR SHALL SUBMIT PRODUCT DATA, SHOP DRAWINGS, SAMPLES UPON REQUEST AND ANY SUBSTITUTIONS TO THE ARCHITECT AND ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL INSTALL ROOF DRAIN SYSTEM MAINTAINING POSITIVE FLOW W/MINIMUM SLOPE OF 2.0%. CONTRACTOR SHALL INSTALL ROOF DRAIN SYSTEM MAINTAINING POSITIVE FLOW W/MINIMUM SLOPE OF 2.0%. 5. ROOF DRAIN LEADER PIPING/EXTENSIONS SHALL BE SMOOTH WALL SCHEDULE 40 PVC, ADS N-12 PIPE OR ROOF DRAIN LEADER PIPING/EXTENSIONS SHALL BE SMOOTH WALL SCHEDULE 40 PVC, ADS N-12 PIPE OR APPROVED EQUAL. ROOF DRAIN EXTENSIONS FROM DOWNSPOUTS SHALL BE 4" U.N.O. 6. ALL ROOF DRAIN HEADER PIPE CONNECTING ONE OR MORE DOWNSPOUTS SHALL BE 6" SMOOTH INTERIOR ALL ROOF DRAIN HEADER PIPE CONNECTING ONE OR MORE DOWNSPOUTS SHALL BE 6" SMOOTH INTERIORWALL SCHEDULE 40 PVC, ADS N-12 PIPE OR APPROVED EQUAL U.N.O. ON THE PLAN. 7. PVC PIPING SHALL USE SOLVENT WELD FITTINGS. PVC PIPING SHALL USE SOLVENT WELD FITTINGS. 8. PERPENDICULAR PIPE INTERSECTIONS SHALL BE CONNECTED USING 45 DEGREE WYE(S)/ELBOW(S) INSTEAD OF PERPENDICULAR PIPE INTERSECTIONS SHALL BE CONNECTED USING 45 DEGREE WYE(S)/ELBOW(S) INSTEAD OF TEES OR 90 DEGREE ELBOWS. 9. INSTALL CLEAN-OUTS AT BEGINNING OF HEADER LINES, PER PLAN AND AS REQUIRED BY PLUMBING CODE. INSTALL CLEAN-OUTS AT BEGINNING OF HEADER LINES, PER PLAN AND AS REQUIRED BY PLUMBING CODE. 10. PVC ROOF/STORM DRAIN PIPING SHALL BE SCHEDULE 80 PVC UNDER TRAFFIC BEARING SLABS. PVC ROOF/STORM DRAIN PIPING SHALL BE SCHEDULE 80 PVC UNDER TRAFFIC BEARING SLABS. 11. FOR INSTALLATION AND COVER REQUIREMENTS SEE DETAIL SHEET. FOR INSTALLATION AND COVER REQUIREMENTS SEE DETAIL SHEET. 12. CONTRACTORS MUST COORDINATE ALL DRAINAGE STRUCTURE GRATES AND TOP ELEVATIONS SHOWN WITH ACTUAL CONTRACTORS MUST COORDINATE ALL DRAINAGE STRUCTURE GRATES AND TOP ELEVATIONS SHOWN WITH ACTUAL FIELD CONDITIONS TO INSURE THAT GRATES AND TOPS ARE FLUSH WITH FINISHED GRADE. 13. THE ENTIRE SITE WITHIN THE LIMIT OF CONSTRUCTION SHALL BE GRADED TO DRAIN FREELY. ALL UNPAVED THE ENTIRE SITE WITHIN THE LIMIT OF CONSTRUCTION SHALL BE GRADED TO DRAIN FREELY. ALL UNPAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED FOR POSITIVE FLOW.

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1. 6" DIAMETER DRAIN INLET WITH 6" SCH 80 PVC DRAIN TO STRUCTURE 15.6" DIAMETER DRAIN INLET WITH 6" SCH 80 PVC DRAIN TO STRUCTURE 15.

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Atriax, pllc

102 3rd Avenue, NE

PO Box 1629, Hickory, NC 28603

Phone: 828.315.9962

Fax: 828.315.9964

NC Engineering License No.: P-0214

NC Architectural License No.: 51254

8845 Red Oak Blvd.

Charlotte, NC 28217-5593

Phone: 704.523.2230

Fax: 704.523.2235 www.freemanwhite.com

FreemanWhite

LAURENE, RICKHER

& SORRELL, P.C.

Consulting Structural Engineers

8701 Red Oak Blvd.

Charlotte, NC 28217-5593

Phone: 704.522.0495

Fax: 704.522.0499 www.lrspc.net

LeGrand

Engineering, Inc.

215 Park Ave SE

Aiken, SC 29801

Phone: 803.502.0657

Fax: 803.643.4648 www.legrandengineering.com

Scale: H1"=20' V1"=3'

STORM SEWER PROFILE

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PROPOSED 10" DUCTILE IRON WATER MAIN

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PROPOSED 10" DI SANITARY SEWER

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6" SCH 80 PVC DRAIN INV. 192.00

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10" SCH 80 PVC DRAIN INV. 191.00

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EXISTING 6" PVC DRAIN INV. APPROX. 195.22

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4" SCH 80 PVC DRAIN INV. 192.50

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EXPAND BUILDING 1 D-WING

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Atriax, pllc

102 3rd Avenue, NE

PO Box 1629, Hickory, NC 28603

Phone: 828.315.9962

Fax: 828.315.9964

NC Engineering License No.: P-0214

NC Architectural License No.: 51254

8845 Red Oak Blvd.

Charlotte, NC 28217-5593

Phone: 704.523.2230

Fax: 704.523.2235 www.freemanwhite.com

FreemanWhite

LAURENE, RICKHER

& SORRELL, P.C.

Consulting Structural Engineers

8701 Red Oak Blvd.

Charlotte, NC 28217-5593

Phone: 704.522.0495

Fax: 704.522.0499 www.lrspc.net

LeGrand

Engineering, Inc.

215 Park Ave SE

Aiken, SC 29801

Phone: 803.502.0657

Fax: 803.643.4648 www.legrandengineering.com

KEY NOTES

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Scale: 1" = 20'-0"

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1. 6" DUCTILE IRON SANITARY SEWER LATERAL, ROUTE BENEATH WATER LINE PER 6" DUCTILE IRON SANITARY SEWER LATERAL, ROUTE BENEATH WATER LINE PER SEPARATION REQUIREMENTS. MIN 1% SLOPE. 2. 3" DOMESTIC WATER 3" DOMESTIC WATER 3. 8" DUCTILE IRON WATER MAIN 8" DUCTILE IRON WATER MAIN 4. 10" PVC SANITARY SEWER MAIN 10" PVC SANITARY SEWER MAIN 5. RCP STORM DRAIN RCP STORM DRAIN 6. 10" ROOF DRAIN, CONNECT TO DRAINAGE STRUCTURE 15. MIN 1% SLOPE. 10" ROOF DRAIN, CONNECT TO DRAINAGE STRUCTURE 15. MIN 1% SLOPE. 7. 4" ROOF DRAIN FROM CANOPY, CONNECT TO DRAINAGE STRUCTURE 9. MIN 4" ROOF DRAIN FROM CANOPY, CONNECT TO DRAINAGE STRUCTURE 9. MIN 1% SLOPE. 8. 10' TALL SOLID CONSTRUCTION BARRIER. APPROXIMATELY 120 LF. 10' TALL SOLID CONSTRUCTION BARRIER. APPROXIMATELY 120 LF. 9. PROVIDE FIXED PERIMETER FENCE (NO TEMPORARY PANELS) AND POSTS WITH PROVIDE FIXED PERIMETER FENCE (NO TEMPORARY PANELS) AND POSTS WITH VISUAL SCREEN.

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1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE VETERAN AFFAIRS SPECIFICATIONS AND ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE VETERAN AFFAIRS SPECIFICATIONS AND STANDARD DETAILS AND NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES UNLESS OTHERWISE SPECIFIED WITHIN THESE DOCUMENTS. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC OR VA OWNED IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC OR VA OWNED UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. ALL MANHOLES, CLEAN OUTS, VALVE BOXES, FIRE HYDRANTS, ETC. MUST BE ADJUSTED TO PROPER LINE AND GRADE BY THE CONTRACTOR PRIOR TO AND AFTER THE PLACING OF PERMANENT PAVING. UTILITIES MUST BE MAINTAINED TO PROPER LINE AND GRADE DURING CONSTRUCTION OF THIS PROJECT. 3. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT OR FACE OF BUILDING UNLESS ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT OR FACE OF BUILDING UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, SETBACKS, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, SETBACKS, AND ELEVATIONS PRIOR TO CONSTRUCTION. 5. REFER TO MEP PLANS FOR EXTERIOR CONDUIT ROUTING. COORDINATE WITH LANDSCAPING, UTILITIES, REFER TO MEP PLANS FOR EXTERIOR CONDUIT ROUTING. COORDINATE WITH LANDSCAPING, UTILITIES, ETC, PRIOR TO BEGINNING WORK. 6. ALL SIDEWALKS SHALL MAINTAIN A 2% MAXIMUM CROSS SLOPE AND 5% MAXIMUM IN THE DIRECTION ALL SIDEWALKS SHALL MAINTAIN A 2% MAXIMUM CROSS SLOPE AND 5% MAXIMUM IN THE DIRECTION OF PEDESTRIAN TRAVEL. FOR CURB CUTS AND SIDE FLARES FOR A 6" CURB, THE RAMP UP SHALL BE 1:20 MAXIMUM SLOPE AND SIDE FLARE LENGTH ALONG THE CURB SHALL BE 72" MINIMUM (REFERENCE ABAAS AND VA BARRIER FREE DESIGN GUIDE PG-18-13). 7. ALL CONCRETE SIDEWALKS OR PADS ABUTTING THE BUILDING SHALL SLOPE AWAY FROM THE ALL CONCRETE SIDEWALKS OR PADS ABUTTING THE BUILDING SHALL SLOPE AWAY FROM THE STRUCTURE AT MINIMUM 2% TO ALLOW FOR ADEQUATE DRAINAGE FOR A MINIMUM DISTANCE OF 5' U.N.O. 8. PRIOR TO COMMENCEMENT OF WORK, CONTRACTOR IS RESPONSIBLE FOR LOCATING UNDERGROUND PRIOR TO COMMENCEMENT OF WORK, CONTRACTOR IS RESPONSIBLE FOR LOCATING UNDERGROUND UTILITIES. ONSITE UTILITIES ARE VA OWNED. VAMC WILL NOT PERFORM UTILITY LOCATION FOR CONTRACTOR. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION AND SHALL REPAIR ROADS PER REQUIREMENTS OF VA. NO OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED BY VAMC. ALL EXISTING PAVED SURFACES SHALL BE PROTECTED FROM TRACK EQUIPMENT AND OTHER CONSTRUCTION OPERATIONS. PROTECTIVE BARRIERS SHALL BE UTILIZED AND APPROVED BY VAMC. EXISTING ROADS SHALL MAINTAIN CLEAR OF DEBRIS AND SHALL BE CLEANED UP PROPERLY AFTER CONSTRUCTION. 10. SEE ELECTRICAL PLANS FOR SERVICE LINE AND SITE LIGHTING. SEE ELECTRICAL PLANS FOR SERVICE LINE AND SITE LIGHTING. 11. FOR WATER AND SEWER LINE CONSTRUCTION SEE CU101. FOR WATER AND SEWER LINE CONSTRUCTION SEE CU101. 12. SEE CG101 FOR GRADING AND DRAINAGE. SEE CG101 FOR GRADING AND DRAINAGE. 13. SEE CS102 FOR PAVING PLANS.SEE CS102 FOR PAVING PLANS.

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RAMSEY ST

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BUS. 401

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ROSEHILL RD

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COCHRANE AVE

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SHERROD DR.

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SHERMAN DR.

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N ST EXT

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PROJECT SITE

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FAYETTEVILLE VAMC

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VICINITY MAP

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NOT TO SCALE

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WTH

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WTH

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CS101

CONSTRUCTION FENCE

Atriax, pllc

102 3rd Avenue, NE

PO Box 1629, Hickory, NC 28603

Phone: 828.315.9962

Fax: 828.315.9964

NC Engineering License No.: P-0214

NC Architectural License No.: 51254

8845 Red Oak Blvd.

Charlotte, NC 28217-5593

Phone: 704.523.2230

Fax: 704.523.2235 www.freemanwhite.com

FreemanWhite

LAURENE, RICKHER

& SORRELL, P.C.

Consulting Structural Engineers

8701 Red Oak Blvd.

Charlotte, NC 28217-5593

Phone: 704.522.0495

Fax: 704.522.0499 www.lrspc.net

LeGrand

Engineering, Inc.

215 Park Ave SE

Aiken, SC 29801

Phone: 803.502.0657

Fax: 803.643.4648 www.legrandengineering.com

Scale: 1"=20'-0"

PAVING PLAN

KEY NOTES

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VA FORM 08-6231

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EXPAND BUILDING 1 D-WING

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FAYETTEVILLE,

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VAMC

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SEAL

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CS102

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PAVING LEGEND

AutoCAD SHX Text LIGHT DUTY ASPHALT PAVING 2025 sq. yd.

AutoCAD SHX Text HEAVY DUTY CONCRETE PAVING 1925 sq. ft.

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1. EXPANSION JOINT (TYP). EXPANSION JOINT (TYP). 2. NEW CONCRETE CURB AND GUTTER. NEW CONCRETE CURB AND GUTTER. 3. MOUNTABLE CURB AND GUTTER AT DRIVEWAY. MOUNTABLE CURB AND GUTTER AT DRIVEWAY. 4. EXISTING CONCRETE CURB AND GUTTER TO REMAIN.EXISTING CONCRETE CURB AND GUTTER TO REMAIN.

Atriax, pllc

102 3rd Avenue, NE

PO Box 1629, Hickory, NC 28603

Phone: 828.315.9962

Fax: 828.315.9964

NC Engineering License No.: P-0214

NC Architectural License No.: 51254

8845 Red Oak Blvd.

Charlotte, NC 28217-5593

Phone: 704.523.2230

Fax: 704.523.2235 www.freemanwhite.com

FreemanWhite

LAURENE, RICKHER

& SORRELL, P.C.

Consulting Structural Engineers

8701 Red Oak Blvd.

Charlotte, NC 28217-5593

Phone: 704.522.0495

Fax: 704.522.0499 www.lrspc.net

LeGrand

Engineering, Inc.

215 Park Ave SE

Aiken, SC 29801

Phone: 803.502.0657

Fax: 803.643.4648 www.legrandengineering.com

Scale: 1"=20'-0"

PLANTING PLAN

KEY NOTES

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BLDG. #10

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CONC.

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CONC.

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VA FORM 08-6231

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EXPAND BUILDING 1 D-WING

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FAYETTEVILLE,

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VAMC

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AutoCAD SHX Text 565-135

AutoCAD SHX Text 07/07/2020

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SEAL

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PLANTING PLAN

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WTH

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CS103

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LEGEND

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SOD

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1. SOD. REFER TO SPECIFICATIONS. ALL EARTHEN AREAS SHALL RECEIVE SOD.SOD. REFER TO SPECIFICATIONS. ALL EARTHEN AREAS SHALL RECEIVE SOD.

CONSTRUCTION SPECIFICATIONS

MAINTENANCE

CROSS SECTION

PLAN VIEW

FRONT VIEW SIDE VIEW

CONSTRUCTION SPECIFICATIONS

MAINTENANCE

CONSTRUCTION SPECIFICATIONS

MAINTENANCE

FINAL SUBMISSION: CONSTRUCTION DOCUMENTS - FULLY SPRINKLERED

www.atriaxgroup.com

Atriax, pllc

102 3rd Avenue, NE

PO Box 1629, Hickory, NC 28603

Phone: 828.315.9962

Fax: 828.315.9964

NC Engineering License No.: P-0214

NC Architectural License No.: 51254

8845 Red Oak Blvd.

Charlotte, NC 28217-5593

Phone: 704.523.2230

Fax: 704.523.2235 www.freemanwhite.com

FreemanWhite

LAURENE, RICKHER

& SORRELL, P.C.

Consulting Structural Engineers

8701 Red Oak Blvd.

Charlotte, NC 28217-5593

Phone: 704.522.0495

Fax: 704.522.0499 www.lrspc.net

LeGrand

Engineering, Inc.

215 Park Ave SE

Aiken, SC 29801

Phone: 803.502.0657

Fax: 803.643.4648 www.legrandengineering.com

Scale: NTS

SILT FENCE

Scale: NTS

TEMPORARY GRAVEL CONSTRUCTION ENTRANCE

STABILIZATION TIMEFRAMES

Scale: NTS

TEMPORARY CATCH BASIN/YARD INLET PROTECTION

Scale: NTS

CURB INLET PROTECTION DETAIL

TEMPORARY SEEDING SCHEDULE

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FILTERED WATER

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AutoCAD SHX Text 2:1

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19-GAUGE HARDWARE CLOTH ( " MESH OPENINGS)14" MESH OPENINGS)

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#57 WASHED STONE TO A HEIGHT OF 16" MIN. ABOVE TOP OF BOX

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STANDARD 5' METAL POSTS 2' IN THE GROUND

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NCDOT #5 OR #57 WASHED STONE TO A HEIGHT OF 16" MIN. ABOVE TOP OF BOX

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STANDARD 5' METAL POSTS 2' IN THE GROUND

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19-GAUGE HARDWARE CLOTH ( " MESH OPENINGS)14" MESH OPENINGS)

AutoCAD SHX Text INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (½ INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.

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1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. 2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART. 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. 4. PLACE CLEAN GRAVEL (#57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH TO AN PLACE CLEAN GRAVEL (#57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE. 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. 6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.

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8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE

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6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE

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%%UMATERIALS

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1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95%%% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS

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IN ASTM D 6461.

AutoCAD SHX Text SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE

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RANGE OF 0 TO 120º F.

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2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR FT STEEL WITH A MINIMUM LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE

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FABRIC.

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3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES.

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%%UCONSTRUCTION

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1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS.

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2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE

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FAILURE OF THE STRUCTURE.)

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3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT

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A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.

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4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH.

AutoCAD SHX Text FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.

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5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES.

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6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP

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TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.

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7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.

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8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.

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9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.

AutoCAD SHX Text

10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.

AutoCAD SHX Text INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.

AutoCAD SHX Text SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.

AutoCAD SHX Text REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE

AutoCAD SHX Text

DURING CLEANOUT.

AutoCAD SHX Text REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.

AutoCAD SHX Text 18-24"

AutoCAD SHX Text 24"

AutoCAD SHX Text

8" DOWN & 4" FORWARD ALONG THE TRENCH

AutoCAD SHX Text

PLASTIC OR WIRE TIES

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WIRE FENCE

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STEEL POST

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NATURAL GROUND

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FILTER FABRIC

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4" MIN.

AutoCAD SHX Text

NATURAL GROUND

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FILTER FABRIC

AutoCAD SHX Text

WIRE FENCE

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STEEL POST

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BACKFILL TRENCH AND COMPACT THOROUGHLY

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UPSLOPE

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8" MIN.

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12' MIN.

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50' MIN.

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2-3" COARSE AGGREGATE

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PUBLIC ROAD

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AS REQUIRED

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6" MIN.

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1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT. 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT. 3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET. 4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.

AutoCAD SHX Text MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.

AutoCAD SHX Text

20 LB. SANDBAGS @ 3' O.C.

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6" DIAMETER EROSION CONTROL LOG

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INLET

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PLAN

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ASSURE DIRECT CONTACT WITH SURFACE OF GUTTER FLOWLINE

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CURB

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STREET

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6" DIAMETER EROSION CONTROL LOG

AutoCAD SHX Text

FLOW

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20 LB. SANDBAGS @ 3' O.C.

AutoCAD SHX Text

FLOW

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ASSURE DIRECT CONTACT WITH SURFACE OF GUTTER FLOWLINE

AutoCAD SHX Text

20 LB. SANDBAGS @ 3' O.C.

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6" DIAMETER EROSION CONTROL LOG

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ISOMETRIC

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CROSS SECTION

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

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CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

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AutoCAD SHX Text 07/07/2020

AutoCAD SHX Text

EXPAND BUILDING 1 D-WING

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FAYETTEVILLE,

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VAMC

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AutoCAD SHX Text 565-135

AutoCAD SHX Text 07/07/2020

AutoCAD SHX Text Revision 0

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SEAL

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EROSION CONTROL DETAILS

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WTH

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WTH

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CS501

Atriax, pllc

102 3rd Avenue, NE

PO Box 1629, Hickory, NC 28603

Phone: 828.315.9962

Fax: 828.315.9964

NC Engineering License No.: P-0214

NC Architectural License No.: 51254

8845 Red Oak Blvd.

Charlotte, NC 28217-5593

Phone: 704.523.2230

Fax: 704.523.2235 www.freemanwhite.com

FreemanWhite

LAURENE, RICKHER

& SORRELL, P.C.

Consulting Structural Engineers

8701 Red Oak Blvd.

Charlotte, NC 28217-5593

Phone: 704.522.0495

Fax: 704.522.0499 www.lrspc.net

LeGrand

Engineering, Inc.

215 Park Ave SE

Aiken, SC 29801

Phone: 803.502.0657

Fax: 803.643.4648 www.legrandengineering.com

Scale: NTS

STANDARD MANHOLE

Scale: NTS

STANDARD MANHOLE NOTES

Scale: NTS

MANHOLE RING AND COVER

Scale: NTS

MANHOLE STEPS

Scale: NTS

SEWER BEDDING

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of…

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File details come from the government source that posted it. Updated Apr 22, 2021.