Combined Asbuilt Drawings from AE.pdf

PDF 45 MB Posted Dec 6, 2023

Attached to: Z1DA--Construction -Repair Villa Water Damage Project Number 540-24-101
Solicitation number: 36C24524B0004
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 5

About this file

Written by GovTribe AI · Dec 21, 2023

This document provides details on a federal contract opportunity from the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 5. The solicitation number is 36C24524B0004 for the Z1DA--Construction -Repair Villa Water Damage Project Number 540-24-101. The opportunity type is a solicitation to provide construction and repair services to address water damage at a veterans facility. The solicitation is seeking bids and proposals for repair work at a specific villa on the campus. The combined asbuilt drawings file provides technical specifications and site plans to inform bids. Responses are due based on the standard solicitation timeline and procedures set forth by the VA.

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http://www.urscorp.com

(614) 464-4500 fax (614) 464-0588 columbus, ohio 43215-2566 277 west nationwide boulevard architects engineers planners

CONSTRUCT BEHAVORIAL

HEALTH VILLA

LOUIS A. JOHNSON VAMC

CLARKSBURG, WV 26301

SEPTEMBER 24, 2019

#540-345

$$$ Support Value Engineering - It Pays $$$

CONSTRUCT BEHAVIORAL HEALTH VILLA

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Bldg #22

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

FULLY SPRINKLERED

Department of Veterans Affairs98

AS BUILT

DRAWINGS

RECORD DRAWINGS

THIS DRAWING WAS PREPARED BASED SOLELY

ON INFORMATION FURNISHED BY THE

CONTRACTOR TO INCORPORATE CONSTRUCTION

CHANGES AND HAS NOT BEEN VERIFIED BY

AECOM. CARE SHALL BE TAKEN IN ANY FURTHER

USE OF THIS DRAWING. THIS DRAWING MAY NOT

BE USED FOR EXTENSIONS OF THIS PROJECT OR

FOR ANY OTHER PROJECT.

GI001

COVER SHEET

JPSTW

AS-BUILT DRAWINGS

SEPTEMBER 24, 2019

Drawing Index

ES001

ES002

ES003

ES100

ES101

ES110

ES111

ES130

ES501

ES502

ES503

ES601

ES602

ES603

ES604

FA110

FA600

ELECTRICAL SYMBOLS & NOTES

COMMS & ELECTRONIC SAFETY & SECURITY SYMBOLS

ELECT, COMMS, & ELECTRONIC SAFETY & SECURITY ABBREVS

SITE PLANS - ELECTRICAL DEMO & NEW CONSTRUCTION

ELECTRICAL ROOF LIGHTNING PROTECTION & GROUNDING PLAN

VILLA BASEMENT ELECTRICAL & SYSTEMS FLOOR PLANS

VILLA 1ST & 2ND FLOOR ELECTRICAL & SYSTEMS PLANS

COMMUNITY BUILDING ENLARGED PLAN

ELECTRICAL DETAILS SHEET 1

ELECTRICAL DETAILS SHEET 2

TELEPHONE AND CATV DETAILS

ELECTRICAL ONE LINE DIAGRAM NEW VILLA DISTRIBUTION PLANS

LIGHTING FIXTURE SCHEDULE

LIGHTING FIXTURE SCHEDULE GUIDE PLATES

ELECTRICAL PANEL SCHEDULES

VILLA BASEMENT, 1ST, & 2ND FLR FIRE ALARM PLANS

FIRE ALARM RISER AND OPERATIONS MATRIX

Electrical

SS001

SS002

SS003

SS004

SS100

SS101

SS102

SS103

SS200

SS201

SS300

SS301

SS302

SS303

STRUCTURAL ABBREVIATIONS, LEGENDS & GENERAL NOTES

STRUCTURAL GENERAL NOTES

TYPICAL SECTIONS & DETAILS

BASEMENT FOUNDATION PLAN

FIRST FLOOR FRAMING PLAN

SECOND FLOOR FRAMING PLAN

ROOF FRAMING PLAN

TRUSS ELEVATIONS

FOUNDATION SCHEDULES AND DETAILS

SECTIONS & DETAILS

Structural

AS001 ARCHITECTURAL NOTES & LEGENDS

AS101 DIMENSION PLANS

AS111 DIMENSION PLANS - CLERESTORY

AS121 CALLOUT PLANS

AS151 REFLECTED CEILING PLANS

AS191 EQUIPMENT PLANS

AS201 EXTERIOR ELEVATIONS

AS301 BUILDING SECTIONS

AS302 STAIR PLANS AND SECTIONS

AS400 ENLARGED KEY PLANS

AS401 WALL SECTIONS

AS402 WALL SECTIONS

AS403 WALL SECTIONS

AS404 WALL SECTIONS

AS501 DETAILS

AS502 DETAILS

AS503 INTERIOR ELEVATIONS

AS504 INTERIOR ELEVATIONS

AS505 CASEWORK DETAILS

AS600 WALL DETAILS

AS601 DOOR SCHEDULE & DETAILS

AS602 WINDOW SCHEDULE

AF101 FINISH PLANS

AF111 FLOOR FINISH PLANS

AF121 SIGNAGE PLANS

AF601 FINISH SCHEDULES

AF602 SIGNAGE TYPES

Civil

PI001

FX101

FX102

PL101

PL102

PL103

PL201

PL301

PL401

PL501

PL601

VILLA PLUMBING & FIRE PROTECTION LEGEND

VILLA BASEMENT FIRE PROTECTION PLAN

VILLA FIRST & SECOND FLOOR FIRE PROTECTION PLAN

VILLA BASEMENT PLUMBING PLAN

VILLA FIRST FLOOR PLUMBING PLAN

VILLA SECOND FLOOR PLUMBING PLAN

COMMUNITY BUILDING PLUMBING PLAN

VILLA SANITARY STACK DIAGRAM

VILLA PLUMBING DETAILS

VILLA DOMESTIC WATER RISER DIAGRAM

VILLA PLUMBING SCHEDULES

Plumbing

MH001

MH120

MH121

MH122

MH131

MH220

MH221

MH222

MH301

MH401

MH501

MH601

MH701

MH801

GENERAL INFO - HVAC

BASEMENT FLOOR PLAN - HVAC

FIRST FLOOR PLAN - HVAC

SECOND FLOOR PLAN - HVAC

COMMUNITY BLDG - HVAC

BASEMENT FLOOR PLAN - HVAC PIPING

FIRST FLOOR PLAN - HVAC PIPING

SECOND FLOOR PLAN - HVAC PIPING

MECHANICAL ZONING PLANS

SYSTEM DIAGRAMS

MECHANICAL DETAILS

MECHANICAL SCHEDULES

SEQUENCE OF OPERATIONS

CONTROLS

Mechanical

Architectural

Contact:Contact:Contact:Contact: Contact:

URS GROUP INC.

Rudy Herzog Project Manager

277 West Nationwide Boulevard Columbus, OH 43215 p: 614.600.5856 e: rudy.herzog@aecom.com

MECHANICAL,

ELECTRICAL &

PLUMBING

URS GROUP INC.

Bill Huckleberry Structural Engineer

277 West Nationwide Boulevard Columbus, OH 43215 p: 614.464.4500 e:bill.huckleberry@aecom.com

STRUCTURAL

ENGINEER

URS GROUP INC.

Mark Lomonico Civil Engineer

277 West Nationwide Boulevard Columbus, OH 43215 p: 614.464.4500 e: mark.lomonico@aecom.com

CIVIL

ENGINEER

LOUIS A. JOHNSON VA

MEDICAL CENTER

Rebecca Besten Contract Specialist

1 Medical Center Drive Clarksburg, WV 26301 p: 304.623.3461 x 3982 e: Rebecca.besten@va.gov

OWNER

GUIDON DESIGN INC.

Stewart Whitcomb Architect

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204 p: 317.800.6388 x 102 e: swhitcomb@guidondesign.com

ARCHITECT

PROJECT

BOUNDARY

LOUIS A. JOHNSON

VA MEDICAL CENTER

General

REGION PLAN, CLARKSBURG WV. LOCATION PLAN

GI001 COVER SHEET

GI002 LIFE SAFETY PLANS

GI003 CODE REVIEW NOTES

VF101 FIELD SURVEY/MAPPING

CD101 DEMOLITION PLAN

CE101 EROSION AND SEDIMENT CONTROL PLAN

CE501 EROSION AND SEDIMENT CONTROL NOTES

CE502 EROSION AND SEDIMENT CONTROL DETAILS

CS101 SITE DIMENSION CONTROL PLAN

CS501 SITE DETAILS

CG101 GRADING AND DRAINAGE PLAN

CU101 SITE UTILITY PLAN

CU501 UTILITY DETAILS

LP101 LANDSCAPE PLANTING PLAN

LP501 LANDSCAPE DETAILS

S.R. 98

C.R. 25

T O

S .R

. 19

I-79

LOUIS A. JOHNSON VAMC

CONSTRUCT BEHAVIORAL HEALTH VILLA

BATT INSULATION

GWB

FIRE-RATED PLYWOOD

BLOCKING

WOOD STUD @ 16" O.C.

BATT INSULATION

SEMI RECESSED F.E.C.

SEE PLAN FOR PARTITION TYPES

WOOD STUD SILL

WOOD STUD HEADER

GENERAL REQUIREMENTS

1. ATTENTION ALL USERS OF THESE DRAWINGS, GENERAL

CONTRACTORS, SUB CONTRACTORS, MANUFACTURERS,

SUPPLIERS: CAREFULLY AND THOROUGHLY REVIEW THESE

GENERAL NOTES. IT IS YOUR RESPONSIBILITY TO KNOW AND

ADHERE TO THESE REQUIREMENTS.

2. EVERY EFFORT HAS BEEN MADE TO MAKE THESE

DOCUMENTS CONCISE AND COORDINATED, TO DEFINE WORK

IN THE MOST LOGICAL PLACE AND TO ELIMINATE

REDUNDANCY. KEEP IN MIND HOWEVER THAT YOUR SCOPE OF

WORK CAN BE CONTAINED IN VARIOUS PLACES, WITH VARYING

DESCRIPTIONS. DO NOT PRESUME THAT THERE IS ONE

CUSTOMARY PLACE TO LOCATE YOUR WORK. THERE IS A

DANGER OF OMITTING WORK FROM YOUR SCOPE BECAUSE

THE ENTIRE SET OF DOCUMENTS WAS NOT REVIEWED.

3. MECHANICAL AND ELECTRICAL DRAWINGS SHOW

INFORMATION IN A DIAGRAMMATIC FASHION WITHOUT

DIMENSIONING. THE GENERAL CONTRACTOR IS TO

COORDINATE THE LOCATIONS OF ALL MECHANICAL AND

ELECTRICAL EQUIPMENT WITH RESPECT TO THE

ARCHITECTURAL AND STRUCTURAL DETAILING OF SHAFTS,

CHASES, AND SUCH.

4. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME

FAMILIAR WITH SITE CONDITIONS AS THEY MAY AFFECT

CARRYING OUT THE WORK AS DESCRIBED IN THESE

CONTRACT DOCUMENTS. THE CONTRACTOR SHALL

INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL

CONDITIONS OF THE PROJECT, AND NOTIFY THE ARCHITECT OF

ANY CONDITIONS THAT REQUIRE MODIFICATION BEFORE

PROCEEDING WITH THE WORK.

GENERAL NOTES:

5. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS,

EQUIPMENT, LABOR, AND SERVICES NECESSARY TO COMPLETE

THE WORK.

6. ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH

THE PROJECT SHALL BE FAMILIAR WITH THE RULES AND

REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH

ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS

PROJECT.

7. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH

THE BUILDING CODES AS NOTED ON CODE SHEETS.

8. CONTRACTOR SHALL SUBMIT CONFIRMATION OF ORDERED

MATERIALS OR ITEMS NECESSARY TO COMPLETE THE PROJECT

WITH PROJECTED DELIVERY DATE GREATER THAN FOUR

WEEKS.

9. ALL SUBCONTRACTORS SHALL SUBMIT SHOP DRAWINGS AS

REQUIRED FOR APPROVAL PRIOR TO COMMENCING ANY WORK.

10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

THE COORDINATION OF ALL TRADES AND THE PREVENTION OF

CONFLICT BETWEEN ALL TRADES.

11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

LOCATING AND PROTECTING ALL UTILITY LINES. LOCATIONS

SHOWN ARE APPROXIMATE. REPAIR ALL DAMAGE TO UTILITY

LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST

TO THE OWNER.

CONSTRUCTION NOTES

1. PROVIDE SEALANT AT ALL JOINTS OR CRACKS WHICH OCCUR

WHERE DISSIMILAR MATERIALS INTERSECT PERPENDICULAR TO

EACH OTHER, AND THE INTERSECTION IS EXPOSED TO VIEW,

UNLESS INDICATED OTHERWISE ON THE DRAWINGS.

2. ALL NEW MATERIALS SHALL BE PAINTED OR PRE-FINISHED

UNLESS NOTED OTHERWISE. PAINT ALL EXPOSED STEEL UNLESS

NOTED OTHERWISE.

3. WHERE DOORS IN PARTITIONS ARE NOT DIMENSIONALLY

LOCATED ON THE PLANS, PROVIDE A MINIMUM HINGE SIDE JAMB

DIMENSION OF 6" FROM DOOR OPENING TO ADJACENT

PERPENDICULAR WALL.

4. SHOULD DIMENSIONS BE MISSING OR CONFLICTING, NOTIFY

ARCHITECT PRIOR TO PROCEEDING WITH RELATED WORK. DO NOT

SCALE DRAWINGS.

5. SECURITY AND SAFETY ARE THE CONTRACTOR'S

RESPONSIBILITY. COORDINATE WITH OWNER.

MANUFACTURER'S TRADE NAMES AND NUMBERS USED HEREIN

ARE ONLY TO IDENTIFY COLORS, FINISHES, TEXTURES AND

PATTERNS AND COORDINATE DIMENSIONS OR SIZES AS THE

BASIS OF DESIGN. PRODUCTS OF AUTHORIZED EQUAL

MANUFACTURER'S EQUIVALENT TO COLORS, FINISHES,

TEXTURES AND PATTERNS OF MANUFACTURERS LISTED THAT

MEET THE REQUIREMENTS OF TECHNICAL SPECIFICATIONS IN

EVERY RESPECT MAY BE ACCEPTABLE WITH SUBMITTAL OF A

COMPLETED SUBSTITUTION REQUEST CONTAINING ALL

PRODUCT DATA, TESTING AND ACTUAL SAMPLES AND UPON

APPROVAL IN WRITING BY ARCHITECT/ENGINEER &

CONTRACTING OFFICER. APPROVAL OF SUBSTITUTIONS DOES

NOT EXEMPT CONTRACTOR FROM COORDINATION OF THE

WORK OR VERIFICATION OF FIELD CONDITIONS.

Entry

Common Space

Stair

Mech

W/D

Shared Work Area

Mech

Passage

Bed Room

Lav

Bath

Bedroom

Lav

Bath

Quiet Space

ADA/BariatricADA Bath

Bed Room

LavBath

Quite Space

EMERGENCY TRAVEL DISTANCE = 74'-5"

FEC

E M

E R

G E

N C

Y T

R A

V E

L D

C E

= 87'-8"

119' FRONTAGE

R4 OCCUPANCY

Stair

S to ra g e S to ra g e

Basement

Storage

F E

NOTE: BASEMENT AND FIRST

FLOOR SEPARATED WITH 1-HOUR

RATED CEILING CONSTRUCTION,

RE.: UL DESIGN FM FC-172

STRUCTURAL STEEL

COLUMNS ENCLOSED IN

1-HOUR RATED WALL

CONSTRUCTION

STRUCTURAL STEEL

COLUMNS ENCLOSED IN

1-HOUR RATED WALL

CONSTRUCTION

1-HOUR RATED WALL

ABOVE SEE AS151

1-HOUR RATED WALL

ABOVE SEE AS151

NOTE: BASEMENT AND FIRST

FLOOR SEPARATED WITH 1-HOUR

RATED CEILING CONSTRUCTION,

RE.: UL DESIGN FM FC-172

S1 OCCUPANCY

Stair

Mech

W/D

Shared Work Area

JCMech

Passage

Quite Space

Bed Room

Lav

Bath

Bed Room

Lav

Bath

Quite Space

Bed Room Lav

Bath

Bed Room

LavBath

FEC

110 EMERGENCY TRAVEL DISTANCE = 74'-5"

R4 OCCUPANCY

NORTH

PLAN

http://www.urscorp.com

(614) 464-4500 fax (614) 464-0588 columbus, ohio 43215-2566 277 west nationwide boulevard architects engineers planners

CONSTRUCT BEHAVORIAL

HEALTH VILLA

LOUIS A. JOHNSON VAMC

CLARKSBURG, WV 26301

SEPTEMBER 24, 2019

#540-345

$$$ Support Value Engineering - It Pays $$$

CONSTRUCT BEHAVIORAL HEALTH VILLA

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Bldg #22

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

FULLY SPRINKLERED

Department of Veterans Affairs

TRUE NORTH 99 DEGRESS

WEST OF PLAN NORTH.

AS BUILT

DRAWINGS

RECORD DRAWINGS

THIS DRAWING WAS PREPARED BASED SOLELY

ON INFORMATION FURNISHED BY THE

CONTRACTOR TO INCORPORATE CONSTRUCTION

CHANGES AND HAS NOT BEEN VERIFIED BY

AECOM. CARE SHALL BE TAKEN IN ANY FURTHER

USE OF THIS DRAWING. THIS DRAWING MAY NOT

BE USED FOR EXTENSIONS OF THIS PROJECT OR

FOR ANY OTHER PROJECT.

GI002

LIFE SAFETY PLANS

JPSTW

30-MIN CONSTRUCTION

1-HR FIRE BARRIER

LEGEND

EXIT NUMBER

OCCUPANT LOAD (BELOW EXIT NUMBER)

• VA Engineering Regulations, Manuals, Technical Letters and Pamphlets (current editions), include:

• VA TIL - Design Manuals (PG-18-10)

• VA Barrier Free Design Guide - A Supplement to the Uniform Federal Accessibility Standards (PG-18-13)

• VA Sustainable Design & Energy Reduction Manual - April 2010

• VA Mission Critical Facilities Design Manual

• Physical Security Design Manual for VA Facilities

• Department of Veterans Affairs Office of Facilities Management Lease Based Outpatient Building Design Guide July 2005

• Department of Veterans Affairs Office of Facilities Management Mental Health Facilities Design Guide July 2005

• American National Standards Institute (ANSI)

• American Society for Testing and Materials (ASTM)

• American Society of Heating, Refrigerating, and Air-conditioning Engineers (ASHRAE)

• American Society of Mechanical Engineers (ASME)

• American Society of Sanitary Engineering

• American Water Works Association

• American Welding Society, Inc.

• Americans with Disabilities Act Accessibility Guidelines (ADAAG) for Buildings and Facilities

• Federal energy and water conservation criteria

• International Building Code (IBC), 2012

• International Energy Code, 2009

• International Fire Code, 2009

• International Mechanical Code, 2009

• International Plumbing Code, most recent

• J-STD-607-A Commercial Building Grounding (Earthing) and Bonding Requirements for Telecommunications

• National Electrical Code (NEC), (NFPA 70)

• National Electrical Safety Code (NESC)

• National Fire Protection Association (NFPA) 10

• National Fire Protection Association (NFPA) 101

• National Fire Protection Association (NFPA) 13

• National Fire Protection Association (NFPA) 110

• National Fire Protection Association (NFPA) 45

• National Fire Protection Association (NFPA) 72

• National Fire Protection Association (NFPA) 80

• National Fire Protection Association (NFPA) 220

• National Fire Protection Association (NFPA) 256

• National Fire Protection Association (NFPA) 780

• National Fire Protection Association (NFPA) 90A/B

• National Fire Protection Association (NFPA) 91

• National Institute of Occupational Safety and Health (NIOSH) Standards (latest editions)

• National Standard Plumbing Code, most recent

• Occupational Safety and Health Administration (OSHA) Standards (latest editions)

• Architectural Barriers Act Accessibility Standard (ABAAS) for Federal Facilities

APPLICABLE CODES, REFERENCES, AND DESIGN CRITERIA

(110 IS MINIMUM CALCULATED FOR THE MINIMUM 44" EGRESS

PATH, AND DOES NOT REFLECT ACTUAL OCCUPANCIES.)

Scale: 1 1/2" = 1'-0"

3 FIRE EXTINGUISHER CABINET DETAIL

EGRESS PATH (FURTHEST POINT TO EXIT)

FIRE EXTINGUISHER CABINET

FEC

Scale: 1/8" = 1'-0"

1 FIRST FLOOR LIFE SAFETY PLAN

Scale: 1/8" = 1'-0"

1b BASEMENT LIFE SAFETY PLAN

Scale: 1/8" = 1'-0"

2 SECOND FLOOR LIFE SAFETY PLAN

GENERAL REQUIREMENTS

1. ATTENTION ALL USERS OF THESE DRAWINGS, GENERAL

CONTRACTORS, SUB CONTRACTORS, MANUFACTURERS,

SUPPLIERS: CAREFULLY AND THOROUGHLY REVIEW THESE

GENERAL NOTES. IT IS YOUR RESPONSIBILITY TO KNOW AND

ADHERE TO THESE REQUIREMENTS.

2. EVERY EFFORT HAS BEEN MADE TO MAKE THESE

DOCUMENTS CONCISE AND COORDINATED, TO DEFINE WORK

IN THE MOST LOGICAL PLACE AND TO ELIMINATE

REDUNDANCY. KEEP IN MIND HOWEVER THAT YOUR SCOPE OF

WORK CAN BE CONTAINED IN VARIOUS PLACES, WITH VARYING

DESCRIPTIONS. DO NOT PRESUME THAT THERE IS ONE

CUSTOMARY PLACE TO LOCATE YOUR WORK. THERE IS A

DANGER OF OMITTING WORK FROM YOUR SCOPE BECAUSE

THE ENTIRE SET OF DOCUMENTS WAS NOT REVIEWED.

3. MECHANICAL AND ELECTRICAL DRAWINGS SHOW

INFORMATION IN A DIAGRAMMATIC FASHION WITHOUT

DIMENSIONING. THE GENERAL CONTRACTOR IS TO

COORDINATE THE LOCATIONS OF ALL MECHANICAL AND

ELECTRICAL EQUIPMENT WITH RESPECT TO THE

ARCHITECTURAL AND STRUCTURAL DETAILING OF SHAFTS,

CHASES, AND SUCH.

4. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME

FAMILIAR WITH SITE CONDITIONS AS THEY MAY AFFECT

CARRYING OUT THE WORK AS DESCRIBED IN THESE

CONTRACT DOCUMENTS. THE CONTRACTOR SHALL

INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL

CONDITIONS OF THE PROJECT, AND NOTIFY THE ARCHITECT OF

ANY CONDITIONS THAT REQUIRE MODIFICATION BEFORE

PROCEEDING WITH THE WORK.

GENERAL NOTES:

5. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS,

EQUIPMENT, LABOR, AND SERVICES NECESSARY TO COMPLETE

THE WORK.

6. ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH

THE PROJECT SHALL BE FAMILIAR WITH THE RULES AND

REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH

ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS

PROJECT.

7. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH

THE BUILDING CODES AS NOTED ON CODE SHEETS.

8. CONTRACTOR SHALL SUBMIT CONFIRMATION OF ORDERED

MATERIALS OR ITEMS NECESSARY TO COMPLETE THE PROJECT

WITH PROJECTED DELIVERY DATE GREATER THAN FOUR

WEEKS.

9. ALL SUBCONTRACTORS SHALL SUBMIT SHOP DRAWINGS AS

REQUIRED FOR APPROVAL PRIOR TO COMMENCING ANY WORK.

10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

THE COORDINATION OF ALL TRADES AND THE PREVENTION OF

CONFLICT BETWEEN ALL TRADES.

11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

LOCATING AND PROTECTING ALL UTILITY LINES. LOCATIONS

SHOWN ARE APPROXIMATE. REPAIR ALL DAMAGE TO UTILITY

LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST

TO THE OWNER.

CONSTRUCTION NOTES

1. PROVIDE SEALANT AT ALL JOINTS OR CRACKS WHICH OCCUR

WHERE DISSIMILAR MATERIALS INTERSECT PERPENDICULAR TO

EACH OTHER, AND THE INTERSECTION IS EXPOSED TO VIEW,

UNLESS INDICATED OTHERWISE ON THE DRAWINGS.

2. ALL NEW MATERIALS SHALL BE PAINTED OR PRE-FINISHED

UNLESS NOTED OTHERWISE. PAINT ALL EXPOSED STEEL UNLESS

NOTED OTHERWISE.

3. WHERE DOORS IN PARTITIONS ARE NOT DIMENSIONALLY

LOCATED ON THE PLANS, PROVIDE A MINIMUM HINGE SIDE JAMB

DIMENSION OF 6" FROM DOOR OPENING TO ADJACENT

PERPENDICULAR WALL.

4. SHOULD DIMENSIONS BE MISSING OR CONFLICTING, NOTIFY

ARCHITECT PRIOR TO PROCEEDING WITH RELATED WORK. DO NOT

SCALE DRAWINGS.

5. SECURITY AND SAFETY ARE THE CONTRACTOR'S

RESPONSIBILITY. COORDINATE WITH OWNER.

MANUFACTURER'S TRADE NAMES AND NUMBERS USED HEREIN

ARE ONLY TO IDENTIFY COLORS, FINISHES, TEXTURES AND

PATTERNS AND COORDINATE DIMENSIONS OR SIZES AS THE

BASIS OF DESIGN. PRODUCTS OF AUTHORIZED EQUAL

MANUFACTURER'S EQUIVALENT TO COLORS, FINISHES,

TEXTURES AND PATTERNS OF MANUFACTURERS LISTED THAT

MEET THE REQUIREMENTS OF TECHNICAL SPECIFICATIONS IN

EVERY RESPECT MAY BE ACCEPTABLE WITH SUBMITTAL OF A

COMPLETED SUBSTITUTION REQUEST CONTAINING ALL

PRODUCT DATA, TESTING AND ACTUAL SAMPLES AND UPON

APPROVAL IN WRITING BY ARCHITECT/ENGINEER &

CONTRACTING OFFICER. APPROVAL OF SUBSTITUTIONS DOES

NOT EXEMPT CONTRACTOR FROM COORDINATION OF THE

WORK OR VERIFICATION OF FIELD CONDITIONS.

http://www.urscorp.com

(614) 464-4500 fax (614) 464-0588 columbus, ohio 43215-2566 277 west nationwide boulevard architects engineers planners

CONSTRUCT BEHAVORIAL

HEALTH VILLA

LOUIS A. JOHNSON VAMC

CLARKSBURG, WV 26301

SEPTEMBER 24, 2019

#540-345

$$$ Support Value Engineering - It Pays $$$

CONSTRUCT BEHAVIORAL HEALTH VILLA

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Bldg #22

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

FULLY SPRINKLERED

Department of Veterans Affairs98

AS BUILT

DRAWINGS

RECORD DRAWINGS

THIS DRAWING WAS PREPARED BASED SOLELY

ON INFORMATION FURNISHED BY THE

CONTRACTOR TO INCORPORATE CONSTRUCTION

CHANGES AND HAS NOT BEEN VERIFIED BY

AECOM. CARE SHALL BE TAKEN IN ANY FURTHER

USE OF THIS DRAWING. THIS DRAWING MAY NOT

BE USED FOR EXTENSIONS OF THIS PROJECT OR

FOR ANY OTHER PROJECT.

GI003

CODE REVIEW NOTES

JPSTW

WV HIGHWAY 98

MEDICAL CENTER DR.

ASP

HALT

NTR

ANCE

N C

P A

R K

WV HIGHWAY 98

R D

VILLAS FOR RESIDENT

REHAB/TREATMENT PROGRAM

LOUIS A. JOHNSON VAMC

http://www.urscorp.com

(614) 464-4500 fax (614) 464-0588 columbus, ohio 43215-2566

277 west nationwide boulevard architects engineers planners

FULLY SPRINKLERED

CLARKSBURG, WV 26301

SEPTEMBER 24, 2019

#540-345

$$$ Support Value Engineering - It Pays $$$

AS BUILT DRAWINGSBEHAVIORAL HEALTH RESIDENTIAL HOMES

FIELD SURVEY/MAPPING

VF101

BAVJRO

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LOUIS A. JOHNSON VETERANS AFFAIRS MEDICAL CENTER "MAIN BUILDING" FFE=1002.07'

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CONC. SIDEWALK

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CONCRETE SIDEWALK

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EXISTING BUILDING #5 FFE=1001.10'

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BLDG.

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BLDG.

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CONCRETE

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ASPHALT

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18'±ASPHALTPARKING AREA

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20'± ASPHALTACCESSWAY

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20'± ASPHALTACCESSWAY

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20'± ASPHALTACCESSWAY

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BRICK PAVERS

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ASPHALT PAVEMENT

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ASPHALT

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ASPHALT

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2' CURB & GUTTER

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BROKEN CURB

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CONCRETE

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2' CURB & GUTTER

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CONCRETE

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CONCRETE

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STEPS W/ RAILING

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STEPS W/ RAILING

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A/C PAD

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6" CONC CURB

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5' CONCRETE RAMP W/ RAILING

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8" WATER LINE (SEE NOTE)

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6" WATER LINE (SEE NOTE)

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ELECTRIC MANHOLE

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BROKEN CURB

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2' CURB & GUTTER

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SIGN

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2' CURB & GUTTER

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PLANTER

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PLANTER

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TIMBERS

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RETAINING WALL (HEIGHT VARIES)

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RAISED PLANTER

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CONCRETE

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CONCRETE

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GATE

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6' CHAIN LINK FENCE

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GATE

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GATE

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CONC A/C PAD

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CONCRETE

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RETAINING WALL (HEIGHT VARIES)

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GRAVEL W/ ELECTRIC TRANSFORMER AND SWITCHBOX

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EX 10" SAN (CLAY TILE)

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EX 10" SAN (CLAY TILE)

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EX UNGD ELEC

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EX UNGD ELEC

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EX ELEC

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EX 18" STM

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HEADWALL

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EX 18" STM

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HEADWALL

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EX STM

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EX 6" STM

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EX 18" STM

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EX 8" STM

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EX 10" STM (CLAY TILE)

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EX 10" STM

AutoCAD SHX Text SEWER MANHOLE STORM (DRAINAGE) MANHOLE ELECTRIC MANHOLE TELEPHONE MANHOLE WATER VALVE FIRE HYDRANT LIGHT POLE SIGN BOLLARD EX TREE EX PINE TREE MONUMENT FOUND (AS NOTED) BENCHMARK CHAIN LINK FENCE RETAINING WALL CENTERLINE RIGHT-OF-WAY ELECTRIC LINE SEWER LINE STORM LINE WATER LINE

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LEGEND

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NORTH

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

A N

C E

A R

G T

O H

VILLAS FOR RESIDENT

REHAB/TREATMENT PROGRAM

LOUIS A. JOHNSON VAMC

http://www.urscorp.com

(614) 464-4500 fax (614) 464-0588 columbus, ohio 43215-2566

277 west nationwide boulevard architects engineers planners

FULLY SPRINKLERED

CLARKSBURG, WV 26301

SEPTEMBER 24, 2019

#540-345

$$$ Support Value Engineering - It Pays $$$

AS BUILT DRAWINGSBEHAVIORAL HEALTH RESIDENTIAL HOMES

DEMOLITION PLAN

CD101

BAVJRO

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WV HIGHWAY 98

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LOUIS A. JOHNSON VETERANS AFFAIRS MEDICAL CENTER "MAIN BUILDING" FFE=1002.07'

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CONC. SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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BLDG 20 COMMUNITY BUILDING FFE=1001.56'

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EXISTING BUILDING #5 FFE=1001.10'

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BASKETBALL COURT (CONCRETE)

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CONC. SIDEWALK

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BLDG.

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BLDG.

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CONCRETE

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MEDICAL CENTER DR.

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ASPHALT ENTRANCE

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(WIDTH VARIES)

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ASPHALT

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18'± ASPHALTPARKING AREA

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20'± ASPHALTACCESSWAY

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20'± ASPHALTACCESSWAY

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20'± ASPHALTACCESSWAY

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WV HIGHWAY 98

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MEDICAL CENTER DR.

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BRICK PAVERS

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ASPHALT PAVEMENT

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ASPHALT

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ASPHALT

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CONC SIDEWALK

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KEEP VALVE AND 3' OF WATERLINE BEYOND VALVE

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NORTH

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CONSULTANTS:

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AutoCAD SHX Text one eighth inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

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LEGEND

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REMOVE ASPHALT PAVEMENT AND ASSOCIATED SUBBASE

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1. THE IDENTITY AND LOCATION OF THE EXISTING UNDERGROUND UTILITY FACILITIES KNOWN TO THE IDENTITY AND LOCATION OF THE EXISTING UNDERGROUND UTILITY FACILITIES KNOWN TO BE LOCATED IN THE CONSTRUCTION AREA HAVE BEEN SHOWN ON THE PLANS AS ACCURATELY AS PROVIDED BY THE SURVEYOR . THE ENGINEER ASSUMES NO RESPONSIBILITY AS TO THE ACCURACY OR THE DEPTHS OF THE UNDERGROUND FACILITY SHOWN ON THE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INVESTIGATION, LOCATION, SUPPORT, PROTECTION, AND RESTORATION OF ALL EXISTING UTILITIES AND APPURTENANCES WHETHER SHOWN ON THESE PLANS OR NOT. THE CONTRACTOR SHALL EXPOSE ALL UTILITIES OR STRUCTURES PRIOR TO CONSTRUCTION TO VERIFY THE VERTICAL AND HORIZONTAL EFFECT ON THE PROPOSED CONSTRUCTION. 2. WHERE EXISTING UTILITIES AND STRUCTURES ARE INDICATED AS BEING IN THE LINE OF THE WHERE EXISTING UTILITIES AND STRUCTURES ARE INDICATED AS BEING IN THE LINE OF THE PROPOSED IMPROVEMENT, THE CONTRACTOR SHALL EXPOSE THEM, AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THIS WORK IS TO BE DONE SUFFICIENTLY IN ADVANCE OF THE CONSTRUCTION OPERATIONS TO PERMIT ADJUSTMENTS IN LINE OR GRADE, IF REQUIRED, TO ELIMINATE INTERFERENCES. EXISTING PIPES OR CONDUITS CROSSING THE TRENCH, OR OTHERWISE EXPOSED SHALL BE ADEQUATELY BRACED AND SUPPORTED TO PREVENT DAMAGE. UTILITY SERVICES BROKEN OR DAMAGED SHALL BE REPAIRED AT ONCE TO AVOID INCONVENIENCE TO CUSTOMERS. STORM SEWERS SHALL NOT BE INTERRUPTED OVERNIGHT. 3. TREES SHOWN TO BE REMOVED ARE AN ESTIMATION. THE ACTUAL NUMBER OF TREES TO BE TREES SHOWN TO BE REMOVED ARE AN ESTIMATION. THE ACTUAL NUMBER OF TREES TO BE REMOVED MAY BE INCREASED OR DECREASED DUE TO CONSTRUCTION ACTIVITIES. COORDINATE THE REMOVAL OF ALL TREES WITH THE VA PRIOR TO REMOVING THE TREE. ALL TREES WITH THE VA PRIOR TO REMOVING THE TREE. TREES WITH THE VA PRIOR TO REMOVING THE TREE. PRIOR TO REMOVING THE TREE. TO REMOVING THE TREE. TREES TO REMAIN SHALL BE PROTECTED WITH TREE PROTECTION FENCE INSTALLED AT THE DRIP LINE PRIOR TO CONSTRUCTION ACTIVITIES. 4. ALL UTILITIES TO BE REMOVED SHALL BE REMOVED AND NOT ABANDONED IN PLACE PER THE ALL UTILITIES TO BE REMOVED SHALL BE REMOVED AND NOT ABANDONED IN PLACE PER THE VA REQUIREMENTS. 5. SEE SHEET ES100 FOR ADDITIONAL SITE ELECTRIC AND COMMUNICATION LINE REMOVAL SEE SHEET ES100 FOR ADDITIONAL SITE ELECTRIC AND COMMUNICATION LINE REMOVAL AND/OR RELOCATION. 6. CONTRACTOR SHALL CONTACT AND COORDINATE ALL UTILITY LINE REMOVAL AND RELOCATION CONTRACTOR SHALL CONTACT AND COORDINATE ALL UTILITY LINE REMOVAL AND RELOCATION WITH THE VA AT LEAST 2 WEEKS PRIOR TO REMOVAL. 7. ACCESSWAY SHALL REMAIN OPEN TO TRAFFIC DURING CONSTRUCTION.ACCESSWAY SHALL REMAIN OPEN TO TRAFFIC DURING CONSTRUCTION.

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DEMOLITION NOTES

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CODED NOTES:

AutoCAD SHX Text DEMOLISH WATERLINE DEMOLISH WATER VALVE DEMOLISH EXISTING SIDEWALK. A TEMPORARY SIDEWALK TO ALLOW ACCESS TO BUILDING 20 SHALL BE PROVIDED AND MAINTAINED DURING CONSTRUCTION CONTRACTOR TO TAKE CARE NOT TO DAMAGE EXISTING DOWNSPOUT CONNECTIONS. CONSIDER EXPOSING ALL LINES IN PATH OF CONSTRUCTION EXISTING CURB TO BE REMOVED AREA OF ASPHALT PAVEMENT REMOVAL

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REMOVE EXISTING SIDEWALK

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REMOVE EXISTING UTILITY LINE

REMOVE EXISTING CURB

A N

C E

A R

G T

O H

EROSION AND SEDIMENT

CONTROL PLAN

CE101

BAVJRO

VILLAS FOR RESIDENT

REHAB/TREATMENT PROGRAM

LOUIS A. JOHNSON VAMC

http://www.urscorp.com

(614) 464-4500 fax (614) 464-0588 columbus, ohio 43215-2566

277 west nationwide boulevard architects engineers planners

FULLY SPRINKLERED

CLARKSBURG, WV 26301

SEPTEMBER 24, 2019

#540-345

$$$ Support Value Engineering - It Pays $$$

AS BUILT DRAWINGSBEHAVIORAL HEALTH RESIDENTIAL HOMES

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WV HIGHWAY 98

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LOUIS A. JOHNSON VETERANS AFFAIRS MEDICAL CENTER "MAIN BUILDING" FFE=1002.07'

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CONC. SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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COMMUNITY BUILDING FFE=1001.56'

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EXISTING BUILDING #5 FFE=1001.10'

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BASKETBALL COURT (CONCRETE)

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CONC. SIDEWALK

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BLDG.

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BLDG.

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CONCRETE

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MEDICAL CENTER DR.

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ASPHALT ENTRANCE

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(WIDTH VARIES)

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(WIDTH VARIES)

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ASPHALT

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18'± ASPHALTPARKING AREA

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20'± ASPHALTACCESSWAY

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20'± ASPHALTACCESSWAY

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20'± ASPHALTACCESSWAY

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WV HIGHWAY 98

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MEDICAL CENTER DR.

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BRICK PAVERS

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ASPHALT PAVEMENT

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ASPHALT

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ASPHALT

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CONC SIDEWALK

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LIMITS OF CONSTRUCTION AND LAYDOWN AREA

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text one and one half inches = one foot

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

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LEGEND

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CATCH BASIN W/INLET PROTECTION

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SILT FENCE

AutoCAD SHX Text CONCRETE WASHOUT PIT (FINAL LOCATION TO BE DETERMINED BY CONTRACTOR TO BEST SERVE THE CONSTRUCTION ACTIVITIES)

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1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE ALL EROSION AND SEDIMENT CONTROL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION (WVDEP) "EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICE MANUAL". 2. BEST MANAGEMENT PRACTICES (BMP) SHOWN ON THE DRAWING ARE THE MINIMUM REQUIREMENTS BEST MANAGEMENT PRACTICES (BMP) SHOWN ON THE DRAWING ARE THE MINIMUM REQUIREMENTS FOR THIS PROJECT. ADDITIONAL BMP MAY BE REQUIRED DURING CONSTRUCTION. CONTACT THE ENGINEER WITH ANY QUESTIONS. 3. SEE SHEETS CE501 AND CE502 FOR ADDITIONAL EROSION AND SEDIMENT CONTROL NOTES AND SEE SHEETS CE501 AND CE502 FOR ADDITIONAL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS. 4. STABILIZED CONSTRUCTION ENTRANCE TO BE LOCATED BY THE CONTRACTORSTABILIZED CONSTRUCTION ENTRANCE TO BE LOCATED BY THE CONTRACTOR

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EROSION AND SEDIMENT CONTROL NOTES

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SEE SHEETS CE501 AND CE502 FOR ADDITIONAL NOTES AND DETAILS.

CURB INLET W/INLET PROTECTION

EROSION AND SEDIMENT

CONTROL NOTES

CE501

BAVJRO

VILLAS FOR RESIDENT

REHAB/TREATMENT PROGRAM

LOUIS A. JOHNSON VAMC

http://www.urscorp.com

(614) 464-4500 fax (614) 464-0588 columbus, ohio 43215-2566

277 west nationwide boulevard architects engineers planners

FULLY SPRINKLERED

CLARKSBURG, WV 26301

SEPTEMBER 24, 2019

#540-345

$$$ Support Value Engineering - It Pays $$$

AS BUILT DRAWINGSBEHAVIORAL HEALTH RESIDENTIAL HOMES

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OFFSITE VEHICLE TRACKING

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HAZARDOUS MATERIALS

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STORM WATER MANAGEMENT

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STRUCTURAL CONTROLS

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PERMANENT STABILIZATION

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TEMPORARY STABILIZATION

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E. - EROSION AND SEDIMENT CONTROLS

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D. - EROSION AND SEDIMENT CONTROL GENERAL NOTES

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C. - NAME OF RECEIVING WATERS:

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B. - SEQUENCE OF MAJOR ACTIVITIES:

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A. - SITE INFORMATION

AutoCAD SHX Text DESCRIPTION OF PROJECT INCLUDING SOIL DISTURBING ACTIVITIES: THIS PROJECT WILL CONSIST OF THE CONSTRUCTION OF ONE RESIDENT VILLA, CONCRETE SIDEWALKS. PHASE I WORK SHALL CONSIST OF CLEARING THE SITE OF ALL TREES AND UNDERGROWTH IN DESIGNATED AREAS. SOIL DISTURBING ACTIVITIES DURING PHASE I WILL INCLUDE THE FOLLOWING: DEMOLISHING EXISTING BUILDING STRUCTURES; CLEARING AND GRUBBING; INSTALLING PERIMETER AND OTHER EROSION AND SEDIMENT CONTROLS; ROUGH GRADING; PLACEMENT OF AGGREGATE (COMBINATION OF NO.1 AND NO. 2 COARSE AGGREGATE) IN CONSTRUCTION PAVED AREAS; TEMPORARY SEEDING AND MULCHING. RUNOFF COEFFICIENT: THE EXISTING RUNOFF COEFFICIENT FOR THE SITE IS C = 0.44 THE EXISTING RUNOFF COEFFICIENT FOR THE SITE IS C = 0.44 THE FINAL RUNOFF COEFFICIENT FOR THE SITE WILL BE C = 0.56 SITE AREA: THE TOTAL LAND DISTURBANCE DUE TO CONSTRUCTION ACTIVITIES IS 0.46 ACRES.

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1. INSTALL STABILIZED CONSTRUCTION ENTRANCE. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 2. INSTALL TREE PROTECTION FENCE (IF NECESSARY). INSTALL TREE PROTECTION FENCE (IF NECESSARY). 3. CLEAR TREES AND VEGETATION IN AREAS DESIGNATED TO HAVE SILT FENCING INSTALLED. CLEAR TREES AND VEGETATION IN AREAS DESIGNATED TO HAVE SILT FENCING INSTALLED. 4. INSTALL SEDIMENT AND EROSION CONTROLS. INSTALL SEDIMENT AND EROSION CONTROLS. 5. CONTINUE CLEARING AND GRUBBING. CONTINUE CLEARING AND GRUBBING. 6. STOCKPILE TOPSOIL. STOCKPILE TOPSOIL. 7. INSTALL COARSE AGGREGATE TO PAVED AREAS. INSTALL COARSE AGGREGATE TO PAVED AREAS. 8. PROVIDE TEMPORARY SEEDING AND MULCHING.PROVIDE TEMPORARY SEEDING AND MULCHING.

AutoCAD SHX Text THE SITE WILL DRAIN INTO AN PROPOSED ON-SITE UNDERGROUND STORMWATER SYSTEM. THE RUNOFF WILL ULTIMATELY FLOW INTO THE WEST FORK RIVER.

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1. ALL EROSION/SEDIMENT/DUST CONTROL PRACTICES SHALL BE PERFORMED AS DIRECTED BY THE WEST VIRGINIA DEPARTMENT ALL EROSION/SEDIMENT/DUST CONTROL PRACTICES SHALL BE PERFORMED AS DIRECTED BY THE WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION (WVDEP) "EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICE MANUAL", CURRENT EDITION. EROSION CONTROL DEVICES ARE TO BE MAINTAINED IN EFFECTIVE WORKING CONDITION DURING CONSTRUCTION AND UNTIL THE CONSTRUCTION AREA HAS BEEN PERMANENTLY STABILIZED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO HAVE THE CURRENT PLAN IMMEDIATELY AVAILABLE OR POSTED ON THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE TO HAVE THE CURRENT PLAN IMMEDIATELY AVAILABLE OR POSTED ON THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE TO DELINEATE, ON THE PLAN, ALL EROSION AND SEDIMENTATION CONTROL WORK ACTUALLY PERFORMED; AND TO AMEND THE PLAN AS REQUIRED AS A RESULT OF HIS WORK. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM REQUIRED MAINTENANCE PROCEDURES AND DOCUMENT THEM AS REQUIRED BY THE GENERAL PERMIT AND THE PLAN. DETAILS HAVE BEEN SHOWN ON THE PLAN IN AN EFFORT TO HELP THE CONTRACTOR PROVIDE EROSION AND SEDIMENTATION CONTROL. THE DETAILS SHOWN ON THE PLAN SHALL BE CONSIDERED A MINIMUM. ADDITIONAL OR ALTERNATE DETAILS MAY BE FOUND IN THE WVDEP EROSION AND SEDIMENT CONTROL BEST MANAGMENT PRACTICE MANUAL, CURRENT EDITION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING NECESSARY AND ADEQUATE MEASURES FOR PROPER CONTROL FOR EROSION AND SEDIMENT RUNOFF FROM THE CONSTRUCTION AREAS, SUBJECT TO APPROVAL FROM THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER MAINTENANCE AND INSPECTION IN COMPLIANCE WITH THE NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 3. STOCKPILED TOPSOIL AND EXCAVATED MATERIAL IS TO BE PROTECTED THROUGH THE USE OF TEMPORARY SEEDING, OR STOCKPILED TOPSOIL AND EXCAVATED MATERIAL IS TO BE PROTECTED THROUGH THE USE OF TEMPORARY SEEDING, OR COVERED WITH ANCHORED STRAW MULCH. 4. FINAL GRADING WILL BE CONSISTENT WITH PRE-CONSTRUCTION TOPOGRAPHY TO MAINTAIN DRAINAGE AND AESTHETICS. FINAL GRADING WILL BE CONSISTENT WITH PRE-CONSTRUCTION TOPOGRAPHY TO MAINTAIN DRAINAGE AND AESTHETICS. 5. REMOVE ONLY THOSE TREES, SHRUBS, AND GRASSES THAT MUST BE REMOVED TO PERMIT ACTUAL CONSTRUCTION: REMOVE ONLY THOSE TREES, SHRUBS, AND GRASSES THAT MUST BE REMOVED TO PERMIT ACTUAL CONSTRUCTION: PROTECT THE REMAINING TO PRESERVE THEIR AESTHETIC AND EROSION CONTROL VALUE. 6. BACKFILL TRENCHES IMMEDIATELY AFTER COMPACTION. SEED AND MULCH TRENCHES WITHIN TWO WEEKS AFTER TRENCHES BACKFILL TRENCHES IMMEDIATELY AFTER COMPACTION. SEED AND MULCH TRENCHES WITHIN TWO WEEKS AFTER TRENCHES ARE OPENED. 7. SILT FROM CONSTRUCTION OPERATIONS SHALL NOT BE PERMITTED TO ENTER THE STORM DRAIN SYSTEM OR WATERWAYS SILT FROM CONSTRUCTION OPERATIONS SHALL NOT BE PERMITTED TO ENTER THE STORM DRAIN SYSTEM OR WATERWAYS (NATURAL OR MAN-MADE OR ADJACENT PRIVATE PROPERTY). CONSTRUCTION OCCURRING NEAR STORM DRAIN INLETS OR WATERWAYS (NATURAL OR MAN-MADE), SHALL REQUIRE EROSION CONTROL MEASURES, SUCH AS SILT FENCE AND INLET PROTECTION, TO PREVENT SILT FROM ENTERING THE STORM DRAIN AND WATERWAYS (NATURAL OR MAN-MADE OR ADJACENT PRIVATE PROPERTY). 8. TIMING OF SEDIMENT - TRAPPING PRACTICES: SEDIMENT CONTROL PRACTICES SHALL BE FUNCTIONAL THROUGHOUT EARTH TIMING OF SEDIMENT - TRAPPING PRACTICES: SEDIMENT CONTROL PRACTICES SHALL BE FUNCTIONAL THROUGHOUT EARTH - DISTURBING ACTIVITY. SETTLING FACILITIES, PERIMETER CONTROLS AND OTHER PRACTICES INTENDED TO TRAP SEDIMENT SHALL BE IMPLEMENTED AS THE FIRST STEP OF GRADING OR CONSTRUCTION AND WITHIN SEVEN DAYS FROM THE START OF GRUBBING. THEY SHALL CONTINUE TO FUNCTION UNTIL THE UPSLOPE DEVELOPMENT AREA IS STABILIZED. THESE CONTROLS SHALL BE SELECTED AND LOCATED AS DIRECTED BY THE ENGINEER. 9. STABILIZATION OF DENUDED AREAS: DENUDED AREAS SHALL HAVE SOIL STABILIZATION APPLIED WITHIN SEVEN DAYS OF STABILIZATION OF DENUDED AREAS: DENUDED AREAS SHALL HAVE SOIL STABILIZATION APPLIED WITHIN SEVEN DAYS OF DISTURBANCE IF THEY ARE TO REMAIN SUBSTANTIALLY UNWORKED FOR MORE THAN 14 DAYS. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE, AND SHALL ALSO BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS WHICH MAY NOT BE AT FINAL GRADE, BUT WHICH WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 14 DAYS. 10. SEDIMENT BARRIERS: SHEET FLOW RUNOFF FROM DENUDED AREAS SHALL BE FILTERED OR DIVERTED TO A SETTLING SEDIMENT BARRIERS: SHEET FLOW RUNOFF FROM DENUDED AREAS SHALL BE FILTERED OR DIVERTED TO A SETTLING FACILITY. THESE CONTROLS SHALL BE CONSTRUCTED AS INDICATED ON THE PLANS. ADDITIONAL CONTROLS MAY BE SELECTED AND INSTALLED AS DIRECTED BY THE ENGINEER. 11. STORM WATER INLET PROTECTION: ALL STORM SEWER INLETS WHICH ACCEPT WATER RUNOFF FROM THE PROJECT AREA, STORM WATER INLET PROTECTION: ALL STORM SEWER INLETS WHICH ACCEPT WATER RUNOFF FROM THE PROJECT AREA, WHETHER ON THE PROPERTY OR OFF THE PROPERTY, SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER WILL NOT ENTER THE STORM SEWER SYSTEMS WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT, UNLESS THE STORM SEWER SYSTEM DRAINS TO A SETTLING FACILITY. THESE CONTROLS SHALL BE SELECTED AND LOCATED AS DIRECTED BY THE ENGINEER. 12. SLOUGHING AND DUMPING: NO SOIL, ROCK, DEBRIS OR ANY OTHER MATERIAL SHALL BE DUMPED OR PLACED INTO A SLOUGHING AND DUMPING: NO SOIL, ROCK, DEBRIS OR ANY OTHER MATERIAL SHALL BE DUMPED OR PLACED INTO A WATER RESOURCE OR INTO SUCH PROXIMITY THAT IT MAY READILY SLOUGH, SLIP, OR ERODE INTO A WATER RESOURCE UNLESS SUCH DUMPING OR PLACING IS AUTHORIZED BY THE ENGINEER, UNSTABLE SOILS PRONE TO SLIPPING OR LANDSLIDING SHALL NOT BE GRADED, EXCAVATED, FILLED OR HAVE LOADS IMPOSED UPON THEM UNLESS THE WORK IS AUTHORIZED BY THE ENGINEER. 13. ESTABLISHMENT OF PERMANENT VEGETATION: PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL ESTABLISHMENT OF PERMANENT VEGETATION: PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL GROUND COVER IS ACHIEVED WHICH, IN THE OPINION OF THE ENGINEER, PROVIDES ADEQUATE COVER AND IS MATURE ENOUGH TO CONTROL SOIL EROSION SATISFACTORILY AND TO SURVIVE ADVERSE WEATHER CONDITIONS. 14. MAINTENANCE: ALL SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED TO MINIMIZE MAINTENANCE REQUIREMENTS. MAINTENANCE: ALL SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED TO MINIMIZE MAINTENANCE REQUIREMENTS. THEY SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE CONTINUED MAINTENANCE OF ALL EROSION CONTROLS DURING THE LIFE OF THE PROJECT.

AutoCAD SHX Text TOP SOIL STOCKPILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 14 DAYS WILL BE STABILIZED WITH TEMPORARY SEED AND MULCH NO LATER THAN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. THE TEMPORARY SEED, AGRICULTURAL LIMESTONE AND FERTILIZER SHALL BE APPLIED ACCORDING TO THE RATES STATED IN THE "TEMPORARY SEDIMENT AND EROSION CONTROLS" SPECIFICATION SECTION.

AutoCAD SHX Text DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE STABILIZED WITH PERMANENT SEED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY. THE PERMANENT SEED MIX, AGRICULTURAL LIMESTONE AND FERTILIZER SHALL BE APPLIED ACCORDING TO THE RATES STATED IN THE "SEEDING AND MULCHING" SPECIFICATION SECTION. THE FOLLOWING SHALL APPLY IF WORK IS PERFORMED OUTSIDE OF NORMAL GROWING SEASON. BETWEEN OCTOBER 1 AND NOVEMBER 20 WHEN SOIL CONDITIONS PERMIT, PERMANENT SEEDING AREAS MAY BE PREPARED WITH LIME AND FERTILIZER BUT SHALL BE MULCHED AND ANCHORED WITHOUT SEEDING. AFTER NOVEMBER 20 AND BEFORE MARCH 15, BROADCAST RECOMMENDED SEED MIXTURE AT 150% OF RECOMMENDED RATES (CONSIDERED DORMANT SEEDING RATES).

AutoCAD SHX Text SILT FENCE SHALL BE CONSTRUCTED ALONG THE PERIMETER OF THE SITE AS INDICATED ON THE PHASE I STORM WATER POLLUTION PREVENTION PLAN. SILT FENCING SHALL BE OF A TYPE AS INDICATED IN THE SPECIFICATIONS AND SHALL BE INSTALLED AS SOON AS THE AREAS ARE CLEARED IN WHICH THE FENCE IS DESIGNATED TO BE INSTALLED. THE SILT FENCE SHALL BE CONSTRUCTED AROUND THE SITE PERIMETER AND AT THE TOP OF THE STREAM BANKS. SILT FENCE SHALL BE INSTALLED AT THE TOE OF ALL SLOPES AND SHALL BE PLACED SUCH THAT NO WATER CAN FLOW AS A CONCENTRATED STREAM. IF AFTER THE INSTALLATION OF THE SILT FENCE, CONCENTRATED FLOWS OCCUR OR WATER BYPASSES THE FENCE, ADDITIONAL MEASURES SHALL BE INSTALLED OR THE EXISTING MEASURES SHALL BE MODIFIED AT THE DIRECTION OF THE ENGINEER.

AutoCAD SHX Text STORM WATER DRAINAGE DURING PHASE I WILL BE PROVIDED BY THE NATURAL DRAINAGE PATTERNS OF THE SITE. SILT FENCING ALONG THE PERIMETER OF THE SITE WILL DIRECT AND DIFFUSE RUNOFF WHILE CAPTURING ANY SEDIMENT CONTAINED IN THE RUNOFF.

AutoCAD SHX Text ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE PRACTICES AND THE CONTRACTOR(S) WILL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED.

AutoCAD SHX Text A STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS ONTO PUBLIC ROADS. THE PAVED AREAS OF ALL ADJACENT PUBLIC ROADS SHALL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED IN A TARPAULIN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT OFF-SITE TRACKING OF SEDIMENTS BY VEHICLES AND EQUIPMENT IS MINIMIZED. THE STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED USING NO. 1 & NO. 2 AGGREGATE OR RECYCLED CONCRETE EQUIVALENT. THE ENTRANCE SHALL BE AS LONG AS REQUIRED TO STABILIZE HIGH TRAFFIC AREAS BUT NOT LESS THAN 50 FEET IN LENGTH AND 20 FEET IN WIDTH WITH A MINIMUM THICKNESS OF 6 INCHES. A GEOTEXTILE MAY BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING ANY AGGREGATE TO PROVIDE GREATER STABILITY.

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H. - CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS

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I. - MAINTENANCE/INSPECTION PROCEDURES

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G. - TIMING OF CONTROLS/MEASURES

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INVENTORY FOR POLLUTION PREVENTION PLAN

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J. - NON-STORM WATER DISCHARGES

AutoCAD SHX Text AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE STABILIZED CONSTRUCTION ENTRANCE AND EROSION AND SEDIMENT CONTROLS WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF THE SITE AND SHALL BE FUNCTIONAL THROUGHOUT ALL EARTH DISTURBING ACTIVITIES. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 14 DAYS WILL BE STABILIZED WITH A TEMPORARY SEED AND MULCH WITHIN 7 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA, THAT AREA WILL BE STABILIZED WITH PERMANENT SEED AND MULCH. ONLY AFTER THE ENTIRE SITE IS STABILIZED WILL THE EROSION AND SEDIMENT CONTROLS BE REMOVED.

AutoCAD SHX Text THE PHASE I (SITE CLEARING) STORM WATER POLLUTION PREVENTION PLAN REFLECTS THE REQUIREMENTS FOR STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL, AS ESTABLISHED BY THE WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION AGENCY. TO ENSURE COMPLIANCE, THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION "EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICE MANUAL", CURRENT EDITION. THERE ARE NO OTHER LOCAL, STATE OR FEDERAL REQUIREMENTS FOR SEDIMENT AND EROSION SITE PLANS (OR PERMITS), OR STORM WATER MANAGEMENT SITE PLANS (OR PERMITS).

AutoCAD SHX Text THESE ARE THE INSPECTION AND MAINTENANCE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Dec 6, 2023.