DRAWINGS - WEST VIRGINIA NATL CEM - PO 912CM3014.pdf

PDF 4 MB Posted Feb 2, 2023

Attached to: Z1AZ--IFB (FY-23) | WEST VIRGINIA NATIONAL CEMETERY | COMMITTAL SHELTER ENCLOSED | PROJECT NO. 912CM3014
Solicitation number: 36C78623B0006
Issued by: Department of Veterans Affairs National Cemetery Administration

View the file

Other files

File	Type	Posted
A0001- West Virginia Natl Cem - 36C78623B0006.pdf	PDF	Mar 9, 2023
36C78623B0006 A0001.docx	DOCX document	Mar 9, 2023
SPECS - WEST VIRGINIA NATL CEM - PO 912CM3014.pdf	PDF	Feb 2, 2023
Sub-Contracting Limitation Attachment Certification.pdf	PDF	Feb 2, 2023
Wage Determination DB - Taylor County-West Virginia.pdf	PDF	Feb 2, 2023
COVID-19 Safety Protocols for Federal Contractors.pdf	PDF	Feb 2, 2023
36C78623B0006.docx	DOCX document	Feb 2, 2023
IFB Contractor Cost Estimate Worksheet - West Virginia Natl Cem - FY-23.xlsx	XLSX spreadsheet	Feb 2, 2023
SOW - WEST VIRGINIA NATL CEM - PO 912CM3014.pdf	PDF	Feb 2, 2023
Sub-Contraction POLICY 819 Contractor Certification Doc.pdf	PDF	Feb 2, 2023

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

G-001

TAYLOR COUNTY, WEST VIRGINIA

JAN, 2023 HK HK Dwg. of 7

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS

COMMITTAL SHELTER

ENCLOSED

912CM3014

BID DOCUMENTS

COMMITTAL SHELTER ENCLOSED

PROJECT NUMBER: 912CM3014

BID DOCUMENTS

DEPARTMENT OF

VETERANS AFFAIRS

TAYLOR COUNTY, WEST VIRGINIA

WEST VIRGINIA NATIONAL CEMETERY

COVER SHEET

DRAWING INDEX

1. G-001 COVER SHEET

SITE

2. G-002 GENERAL NOTES AND ABBREVIATIONS

3. G-003 SIGNS

4. CS-100 OVERALL SITE LAYOUT PLAN

ARCHITECTURAL

5. AD-100 COMMITTAL SHELTER A - DEMOLITION PLAN & ELEVATIONS

6. A-101 COMMITTAL SHELTER A - PLAN & ELEVATIONS NEW WORK

7. A-102 DOOR AND WINDOWS DETAILS

NO. DRAWING DRAWING TITLE

Know what's below.

before you dig.Call

NATIONAL CEMETERY ADMINISTRATION

DESIGN & CONSTRUCTION SERVICE (43B)

AutoCAD SHX Text

PREPARED BY

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

LOCATION MAP SCALE: 1"=10,000'

AutoCAD SHX Text

VICINITY MAP N.T.S.

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

PENNSYLVANIA

AutoCAD SHX Text

KENTUCKY

AutoCAD SHX Text

VIRGINIA

AutoCAD SHX Text

OHIO

AutoCAD SHX Text

MARYLAND

AutoCAD SHX Text

CHARLESTON

AutoCAD SHX Text

CHAPMANVILLE

AutoCAD SHX Text

WHEELING

AutoCAD SHX Text

MORGANTOWN

AutoCAD SHX Text

ELKINS

AutoCAD SHX Text

MARTINSBURG

AutoCAD SHX Text

BECKLEY

AutoCAD SHX Text

HUNTINGTON

AutoCAD SHX Text

SUMMERSVILLE

AutoCAD SHX Text

ROMNEY

AutoCAD SHX Text

PETERSBURG

AutoCAD SHX Text

RIPLEY

AutoCAD SHX Text

CLARKSBURG

AutoCAD SHX Text

SNOWSHOE

AutoCAD SHX Text

LEWISBURG

AutoCAD SHX Text

SUTTON

AutoCAD SHX Text

GRAFTON

GENERAL NOTES AND

ABBREVIATIONS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

G-002

TAYLOR COUNTY, WEST VIRGINIA

JAN, 2023 HK HK Dwg. of

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS

COMMITTAL SHELTER

ENCLOSED

912CM3014

BID DOCUMENTS

AutoCAD SHX Text CONSTRUCTION NOTES: 1. THE CONTRACTING OFFICER'S REPRESENTATIVE AND CONTRACTOR THE CONTRACTING OFFICER'S REPRESENTATIVE AND CONTRACTOR ARE RESPONSIBLE FOR REVIEWING THE PLANS PRIOR TO CONSTRUCTION AND NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CIRCUMSTANCES FOUND WITHIN THESE PLANS IN NEED OF VERIFICATION SO THAT APPROPRIATE REVISIONS CAN BE MADE, IF WARRANTED. 2. CONTRACTOR SHALL CONTACT WEST VIRGINIA ONE CALL SYSTEM, CONTRACTOR SHALL CONTACT WEST VIRGINIA ONE CALL SYSTEM, INC. AT 1-800-245-4848 OR 811 A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO ANY EXCAVATION, DEMOLITION OR OTHER EARTH DISTURBING ACTIVITIES WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 3. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH THE U.S. DEPARTMENT OF VETERANS AFFAIRS REQUIREMENTS AND THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION STANDARDS AND SPECIFICATIONS, WHERE APPLICABLE. 4. ALL LAND ON OR OFF-SITE WHICH IS DISTURBED BY ALL LAND ON OR OFF-SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS REQUIRED FOR CONSTRUCTION. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE KEPT IN A CLEAN AND DUST FREE CONDITION AT ALL TIMES. 7. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES. 8. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION SHALL BE CARRIED OUT BY A THIRD PARTY ENGINEERING FIRM AND PAID FOR BY THE CONTRACTOR. 9. THE CONTRACTING OFFICER REPRESENTATIVE, CONTRACTOR, THE CONTRACTING OFFICER REPRESENTATIVE, CONTRACTOR, AND/OR SURVEYOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CONDITIONS FOUND IN THE FIELD PRIOR TO STAKEOUT THAT VARY FROM THE APPROVED PLANS OR THAT MAKE CONSTRUCTABILITY IMPOSSIBLE SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TO STAKEOUT AND/OR CONSTRUCTION. ANY OBSERVATIONS REGARDING APPARENT INCONSISTENCIES IN THE PLANS SHALL BE BROUGHT TO THE U.S. DEPARTMENT OF VETERANS AFFAIRS ATTENTION FOR VERIFICATION PRIOR TO STAKEOUT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF ITS WORK AND THE WORK OF ITS SUBCONTRACTORS.

AutoCAD SHX Text GENERAL NOTES: 1. THE PROPOSED IMPROVEMENTS FOR WEST VIRGINIA NATIONAL CEMETERY THE PROPOSED IMPROVEMENTS FOR WEST VIRGINIA NATIONAL CEMETERY COMMITTAL SHELTER INCLUDE, BUT ARE NOT LIMITED TO THE THE THE CONSTRUCTION OF ENCLOSED FOR A COMMITTAL SHELTER. THE PROJECT THE PROJECT IS LOCATED IN PRUNTYTOWN, TAYLOR COUNTY, WEST VIRGINIA. THE SUBJECT PROPERTY SHOWN HEREIN IS LOCATED ON TAX MAP 4, PARCEL 30.1. THE PROPERTY OWNER IS UNITED STATES OF AMERICA AS RECORDED IN D.B. 206 PG 323. 2. BURIAL CEREMONIES WILL BE SCHEDULED THROUGHOUT THE COURSE OF BURIAL CEREMONIES WILL BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. DURING ALL CEREMONIES, ALL WORK SHALL STOP, ESPECIALLY WHEN HEAVY EQUIPMENT ACTIVITY OR NOISE PRODUCING WORK IS BEING DONE. LIGHT WORK ACTIVITY MAY CONTINUE IF IT DOES NOT CREATE NOISE OR DISTRACTIONS TO THE CEREMONY. COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED REPRESENTATIVE TO ACCOMMODATE SCHEDULED BURIALS. 3. DUE TO THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR DUE TO THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND WASTE MATERIALS SHALL BE STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OF OFF-SITE. CLEANUP SHALL BE REQUIRED AT THE END OF EACH DAY AND/OR MORE FREQUENTLY AS REQUIRED. 4. AFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE AFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS. CONTRACTOR SHALL PROVIDE TWO SIGNS SIMILAR TO THE CEMETERY'S "PARDON OUR APPEARANCE" SIGNS. SIZE TO BE A MINIMUM OF 4'X5' HIGH MOUNTED ON TWO 4"X4" POSTS, PLACED IN A LOCATION AS DETERMINED BY THE CEMETERY DIRECTOR. TEXT SIZE SHALL BE MAXIMUM SIZE PROPORTIONAL TO WIDTH/HEIGHT OF SIGN. TEXT WILL BE PROVIDED BY CEMETERY DIRECTOR. 5. THERE SHALL BE AT ALL TIMES WHEN WORK IS BEING DONE, A THERE SHALL BE AT ALL TIMES WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE. THIS PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. THEY SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. THEY SHALL BE EMPOWERED TO IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.

AutoCAD SHX Text FG FINISHED GRADE FINISHED GRADE FH FIRE HYDRANT FIRE HYDRANT FIN FINISHED FINISHED FLR FLOOR FLOOR FN FENCE FENCE FP FLOOD PLAIN FLOOD PLAIN FR FROM FROM FT FEET FEET GDR GUARD RAIL GUARD RAIL GFA GROSS FLOOR AREA GROSS FLOOR AREA GL GROUND LEVEL GROUND LEVEL GOVT GOVERNMENT GOVERNMENT GR GRADE GRADE GR GUARD RAIL GUARD RAIL H HORIZONTAL HORIZONTAL HC HANDICAP HANDICAP HDR HEADER HEADER HDWL HEADWALL HEADWALL HT HEIGHT HEIGHT IN INCH INCH JB JUNCTION BOX JUNCTION BOX WY KEYWAY KEYWAY L LENGTH LENGTH LF LINEAR FEET LINEAR FEET LOC LOCATION LOCATION MAT MATERIAL MATERIAL MAX MAXIMUM MAXIMUM MED MEDIUM MEDIUM MEMO MEMORANDUM MEMORANDUM MEP MECHANICAL, ELECTRICAL, PLUMBING MECHANICAL, ELECTRICAL, PLUMBING MFG MANUFACTURING MANUFACTURING MGT MANAGEMENT MANAGEMENT MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS ML MATERIALS LIST MATERIALS LIST MON MONUMENT MONUMENT MTL MATERIAL MATERIAL MULT MULTIPLE MULTIPLE N NORTH NORTH NATL NATIONAL NATIONAL NBC NATIONAL BUILDING CODE NATIONAL BUILDING CODE NBL NORTH BOUND LANE NORTH BOUND LANE NCA NATIONAL CEMETERY ADMINISTRATION NATIONAL CEMETERY ADMINISTRATION NE NOT EXCEEDING NOT EXCEEDING NFA NET FLOOR AREA NET FLOOR AREA NIC NOT IN CONTRACT NOT IN CONTRACT NO NUMBER NUMBER NOM NOMINAL NOMINAL NRCP NON-REINFORCED CONCRETE PIPE NON-REINFORCED CONCRETE PIPE NTP NOT TO PROCEED NOT TO PROCEED NTS NOT TO SCALE NOT TO SCALE OC ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER OH OVERHANG OVERHANG P PERIMETER PERIMETER PAR PARALLEL PARALLEL PAT PATTERN PATTERN PG PAGE PAGE PGL POINT OF GRADE LINE POINT OF GRADE LINE PH PROFILE HOLE PROFILE HOLE PI POINT OF INTERSECTION POINT OF INTERSECTION PIC PUBLIC INFORMATION CENTERPUBLIC INFORMATION CENTER

AutoCAD SHX Text PL PROPERTY LINE PROPERTY LINE POTW POTABLE WATER POTABLE WATER PP POLYPROPYLENE (PLASTIC) POLYPROPYLENE (PLASTIC) PRC POINT OF REVERSE CURVE POINT OF REVERSE CURVE PRELIM PRELIMINARY PRELIMINARY PROP PROPOSED PROPOSED PVMT PAVEMENT PAVEMENT P&P PLAN AND PROFILE PLAN AND PROFILE QTR QUARTER QUARTER QTY QUANTITY QUANTITY QUAD QUADRANT QUADRANT QUAL QUALITY QUALITY RD ROAD, ROOF DRAIN ROAD, ROOF DRAIN RE RESIDENT ENGINEER RESIDENT ENGINEER REP REPAIR REPAIR REQ REQUIRED REQUIRED REV REVISION REVISION RT RIGHT RIGHT RW RETAINING WALL RETAINING WALL R/W RIGHT-OF-WAY RIGHT-OF-WAY SCHED SCHEDULE SCHEDULE SEC SECTION SECTION SEG SEGMENT SEGMENT SEL SELECT SELECT SF SQUARE FEET SQUARE FEET SJ SCORED JOINT SCORED JOINT SLV SLEEVE SLEEVE SP SITE PLAN SITE PLAN SPEC SPECIFICATION SPECIFICATION SQ SQUARE SQUARE ST STREET STREET STA STATION STATION STD STANDARD STANDARD SUPT SUPPORT SUPPORT SURV SURVEY SURVEY SVC SERVICE SERVICE S/W SIDEWALK SIDEWALK Sx CROSS SLOPE CROSS SLOPE SYM SYMBOL SYMBOL T&M TIME AND MATERIALS TIME AND MATERIALS TELE TELEPHONE TELEPHONE TW TOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL UFC UNIFORM FIRE CODE UNIFORM FIRE CODE UON UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED V VERTICAL VERTICAL VA VETERANS ADMINISTRATION VETERANS ADMINISTRATION VAR VARIES VARIES VC VERTICAL CURVE VERTICAL CURVE VERT VERTICAL VERTICAL VIF VERIFY IN FIELD VERIFY IN FIELD VOL VOLUME VOLUME W/ WITH WITH W/O WITHOUT WITHOUT WO WORK ORDER WORK ORDER X-ING CROSSING CROSSING YR YEAR YEAR Z SIDE SLOPES SIDE SLOPES

AutoCAD SHX Text

ABBREVIATIONS

A AREA OR ARC AREA OR ARC ADA AMERICANS WITH DISABILITIES ACT AMERICANS WITH DISABILITIES ACT ADMIN AMDINISTRATION AMDINISTRATION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATE APPROXIMATE ARCH ARCHITECTURAL ARCHITECTURAL ASPH ASPHALT ASPHALT AVE AVENUE AVENUE A/C AIR CONDITIONING AIR CONDITIONING BC BOTTOM OF CURB BOTTOM OF CURB BL BASE LINE BASE LINE BLDG BUILDING BUILDING BLVD BOULEVARD BOULEVARD BM BENCHMARK BENCHMARK BRG BEARING BEARING BRL BUILDING RESTRICTION LINE BUILDING RESTRICTION LINE BW BOTTOM OF WALL BOTTOM OF WALL CC CENTER TO CENTER CENTER TO CENTER CCTV CLOSED CIRCUIT TELEVISION CLOSED CIRCUIT TELEVISION CD CONTRACT DOCUMENTS CONTRACT DOCUMENTS CF CONTRACTOR FURNISHED CONTRACTOR FURNISHED CJ CONTRACTION JOINT CONTRACTION JOINT CL CENTERLINE CENTERLINE CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CNR CORNER CORNER COL COLUMN COLUMN COMM COMMUNICATIONS COMMUNICATIONS CONC CONCRETE CONCRETE CONSTR CONSTRUCTION CONSTRUCTION CONT CONTINUATION CONTINUATION CONTR CONTRACT OR CONTRACTOR CONTRACT OR CONTRACTOR COR CONTRACTING OFFICER'S REPRESENTATIVE CONTRACTING OFFICER'S REPRESENTATIVE CSI CONSTRUCTION SPECIFICATIONS INSTITUTE CONSTRUCTION SPECIFICATIONS INSTITUTE CSS COMMITTAL SERVICE SHELTER COMMITTAL SERVICE SHELTER D DEPTH DEPTH DBL DOUBLE DOUBLE DEMO DEMOLITION DEMOLITION DEPT DEPARTMENT DEPARTMENT DESC DESCRIPTION DESCRIPTION DET DETAIL DETAIL DIA DIAMETER DIAMETER DIFF DIFFERENCE DIFFERENCE DDIST DISTANCE DISTANCE DOC DOCUMENT DOCUMENT DOM DOMESTIC DOMESTIC DR DRIVE DRIVE DWG DRAWING DRAWING EA EACH EACH EC EDGE OF CONCRETE EDGE OF CONCRETE EG EDGE OF GUTTER EDGE OF GUTTER EJ EXPANSION JOINT EXPANSION JOINT ELEV ELEVATION ELEVATION ENTR ENTRANCE ENTRANCE EOI END OF INFORMATION END OF INFORMATION EP EDGE OF PAVEMENT EDGE OF PAVEMENT ES END SECTION END SECTION EQ EQUAL EQUAL EW END WALL END WALL EXP EXPANSION EXPANSION EX EXISTING EXISTING EXT EXTERIOREXTERIOR

SIGNS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

G-003

TAYLOR COUNTY, WEST VIRGINIA

JAN, 2023 HK HK Dwg. of

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS

COMMITTAL SHELTER

ENCLOSED

912CM3014

BID DOCUMENTS

1 PROJECT SIGN

N.T.S.

2 SAFETY SIGN

N.T.S.

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

PLAN

AutoCAD SHX Text 2" x 4" FRAMING

AutoCAD SHX Text 4" x 6" POSTS

AutoCAD SHX Text

FACE

AutoCAD SHX Text

ALL VISIBLE SURFACES TO BE PRIMED AND PAINTED

AutoCAD SHX Text

SIGN ATTACHED TOGETHER WITH WOOD SCREWS & LAG BOLTS

AutoCAD SHX Text FACE PANEL TO BE AN EXTERIOR GRADE MDO SHEET OR AN ALUMINUM SKIN LAMINATED TO A WOOD OR PLASTIC CORE IS PREFERRED WITH EDGES PHYSICALLY SEALED.

AutoCAD SHX Text

4" X 6" POSTS

AutoCAD SHX Text

DEPTH & TYPE OF FOOTING DETERMINED BY EXISTING SOIL CONDITIONS.

AutoCAD SHX Text VA Office of Construction & Facilities Management

AutoCAD SHX Text

COMMITTAL SHELTER

AutoCAD SHX Text

GENERAL CONTRACTOR

AutoCAD SHX Text Construction Firm Name (TBD)

AutoCAD SHX Text City & State (TBD)

AutoCAD SHX Text SIZE SIGN PANEL: 6'H X 8'W DESCRIPTION SIGN USED IN CONSTRUCTION SITES TO PROVIDE INFORMATION DESIGNATING THE SPECIFIC "DEPARTMENT OF VETERANS AFFAIRS" PROJECT UNDER CONSTRUCTION AS WELL AS THE NAME OF THE GENERAL CONTRACTOR & OTHER PROJECT SPECIFIC CONSULTANTS. MESSAGE CONFIGURATION REFER TO DETAIL 3 THIS SHEET FOR DIMENSIONS. SIGN COMPONENTS POSTS (METAL OR WOOD) AND MDO PLYWOOD OR ALUMINUM SIGN PANEL. GRAPHICS PROCESS SURFACE APPLIED VINYL OR SCREENED GRAPHICS. COLORS BACKGROUND: VA BLUE & WHITE TYPE: WHITE & BLACK REFER TO COLOR CHART IN THE VA SECTION 12:NATIONAL CEMETERY SIGNS. TYPOGRAPHY HELVETICA BOLD MOUNTING POST MOUNTED FRAMED SIGN PANEL

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

PLAN

AutoCAD SHX Text 2" x 4" FRAMING

AutoCAD SHX Text 4" x 4" POSTS

AutoCAD SHX Text

FACE

AutoCAD SHX Text

ALL VISIBLE SURFACES TO BE PRIMED AND PAINTED

AutoCAD SHX Text

SIGN ATTACHED TOGETHER WITH WOOD SCREWS & LAG BOLTS

AutoCAD SHX Text

CHANGEABLE NUMBERS

AutoCAD SHX Text FACE PANEL TO BE AN EXTERIOR GRADE MDO SHEET OR AN ALUMINUM SKIN LAMINATED TO A WOOD OR PLASTIC CORE IS REFERRED WITH EDGES PHYSICALLY SEALED.

AutoCAD SHX Text

4" X 4" POSTS

AutoCAD SHX Text

DEPTH & TYPE OF FOOTING DETERMINED BY EXISTING SOIL CONDITIONS.

AutoCAD SHX Text SIZE SIGN PANEL:3'H X 4'W DESCRIPTION SIGN USED IN CONSTRUCTION SITES TO PROVIDE INFORMATION REGARDING FREQUENCY OF ON SITE CONSTRUCTION RELATED ACCIDENTS. SIGN PANEL IS BUILT WITH A REGION TO DISPLAY CHANGEABLE NUMBERS TO INDICATE THE NUMBER OF DAYS SINCE TIME WAS LOST DUE TO A CONSTRUCTION ACCIDENT. MESSAGE CONFIGURATION REFER DETAIL 4, THIS SHEET FOR MESSAGE LAYOUT DRAWING FOR DIMENSIONS. SIGN COMPONENTS POSTS (METAL OR WOOD) AND MDO PLYWOOD OR ALUMINUM SIGN PANEL. SIGN PANEL MAY OR MAY NOT BE FRAMED. SIGN PANEL IS EQUIPPED WITH A REGION TO DISPLAY CHANGEABLE NUMBERS. GRAPHICS PROCESS SURFACE APPLIED VINYL OR SCREENED GRAPHICS COLORS FOR BACKGROUND, TYPE AND GRAPHIC COLORS, REFER TO COLOR CHART IN THE VA SECTION 12:NATIONAL CEMETERY SIGNS TYPOGRAPHY HELVETICA BOLD MOUNTING POST MOUNTED SIGN PANEL INSTALLATION SIGN TO BE PLACED AT VISIBLE LOCATION ON CONSTRUCTION SITE.

ENCLOSED

OVERALL SITE LAYOUT PLAN

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

CS-100

TAYLOR COUNTY, WEST VIRGINIA

JAN, 2023 HK HK Dwg. of

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS

COMMITTAL SHELTER

ENCLOSED

912CM3014

BID DOCUMENTS

COMMITTAL SHELTER B

CORTEGE LANES

ADMIN BUILDING

COMMITTAL SHELTER A

CORTEGE LANES

COMMITTAL SHELTER A

REFER TO SHEET AD100 & A101

LIMIT OF DISTURBANCE

CHAIN LINK FENCE

STAGING AREA

CORTEGE LANES-EXISTING

CONCRETE SLAB-

EXISTING

PROJECT SIGN,

SEE SHEET G-002

SAFETY

SIGN, SEE

SHEET

G-002

1 SITE PLAN - EXISTING

SCALE 1"=150' 2 COMMITTAL SHELTER SITE PLAN - EXISTING

SCALE 1"=10'

GENERAL NOTES:

1. FURNISH ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN OR INFERRED BY

THESE DOCUMENTS.

2. DO NOT PROCEED WHEN OBSTRUCTIONS, CONFLICTS, AND/OR EXISTING CONDITION, IMMEDIATELY NOTIFY COR.

3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL DAMAGES, REVISIONS, AND REMEDIAL WORK, AS

DETERMINED BY THE COR, DUE TO FAILURE TO GIVE SUCH NOTIFICATION.

4. SAVE AND PROTECT ALL TREES AND SHRUBS NOT SPECIFICALLY IDENTIFIED. PARKING, STORAGE, DUMPING, AND ALL OTHER ACTIVITIES THAT MAY RESULT IN SOIL COMPACTION/CONTAMINATION, AS DEFINED BY THE A/E CONSULTANT, ARE PROHIBITED ON THE PROTECTED SIDE OF TREE PROTECTION FENCE.

5. COORDINATE ALL ACCESS, ROUTES OF ACCESS, MATERIAL DELIVERY, AND STORAGE/PARKING AREAS WITH CEMETERY

DIRECTOR AND COR.

6. COORDINATE CONSTRUCTION WORK WITH THE COR.

7. ALL DIMENSIONS SHOWN PARALLEL AND PERPENDICULAR UNLESS OTHERWISE NOTED. DO NOT SCALE DIMENSIONS

OFF THE DRAWINGS.

8. REMOVE DEBRIS, RUBBLE, AND OTHER WASTE MATERIALS FROM THE SITE AND DISPOSE OF LEGALLY OFF

GOVERNMENT'S PROPERTY.

9. RESTORE ALL AREAS AND ITEMS DAMAGED DURING CONSTRUCTION.

CS-100

CURB AND

GUTTER-

EXISTING

AutoCAD SHX Text

ROAD B

AutoCAD SHX Text

ROAD A

AutoCAD SHX Text

ROAD A

AutoCAD SHX Text

BURIAL SECTION 2

AutoCAD SHX Text

BURIAL SECTION C4

AutoCAD SHX Text

BURIAL SECTION C3

AutoCAD SHX Text

BURIAL SECTION 2

AutoCAD SHX Text

BURIAL SECTION C1

AutoCAD SHX Text

EX. COVERED BUILDING

AutoCAD SHX Text

EX. GASOLINE & DIESEL A.S.T.

AutoCAD SHX Text

EX. FLAG POLE

AutoCAD SHX Text

EX. FLAG POLE

AutoCAD SHX Text

U.S. ROUTE 50 (GEORGE WASHINGTON HIGHWAY

AutoCAD SHX Text

VETERANS MEMORIAL LANE

AutoCAD SHX Text

VETERANS MEMORIAL LANE

AutoCAD SHX Text

EX. ELECTRIC HANDHOLE

AutoCAD SHX Text

EX. ELECTRIC HANDHOLE

AutoCAD SHX Text W

AutoCAD SHX Text

EX. MONITORING WELL

AutoCAD SHX Text

EX. YARD HYDRANT (TYP.)

AutoCAD SHX Text

EX. FIRE HYDRANT

AutoCAD SHX Text

EX. ROCK WALL

AutoCAD SHX Text

EX. ROCK WALL

AutoCAD SHX Text

EX. MONITORING WELL

AutoCAD SHX Text

EX. COVERED BUILDING

AutoCAD SHX Text

EX. YARD HYDRANT (TYP.)

AutoCAD SHX Text

EX. YARD HYDRANT (TYP.)

AutoCAD SHX Text

EX. YARD HYDRANT (TYP.)

AutoCAD SHX Text

EX. BENCH

AutoCAD SHX Text

EX. WATER VAULT DOORS

AutoCAD SHX Text

ROAD B

AutoCAD SHX Text E

AutoCAD SHX Text

EX. MAINTENANCE SHEDS

AutoCAD SHX Text

ROAD A

AutoCAD SHX Text

ROAD A

AutoCAD SHX Text

ROAD A

AutoCAD SHX Text

ROAD B

AutoCAD SHX Text

ROAD A

AutoCAD SHX Text

EX. BOLLARD (TYP.)

AutoCAD SHX Text

ROAD A

AutoCAD SHX Text W

AutoCAD SHX Text

EX. CONCRETE WATER VAULT

AutoCAD SHX Text

VETERANS MEMORIAL LANE

AutoCAD SHX Text W

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text x

AutoCAD SHX Text S23°33'46"E

AutoCAD SHX Text 896.63'

AutoCAD SHX Text

EX. 3" PVC W/M

AutoCAD SHX Text

EX. YARD HYDRANT (TYP.)

AutoCAD SHX Text

EX. FLUSHING HIDDEN HYDRANT

AutoCAD SHX Text

EX. 3" PVC W/M

AutoCAD SHX Text

EX. 3" PVC W/M

AutoCAD SHX Text 100+00

AutoCAD SHX Text 101+00

AutoCAD SHX Text 102+00

AutoCAD SHX Text 103+00

AutoCAD SHX Text 104+00

AutoCAD SHX Text 105+00

AutoCAD SHX Text 106+00

AutoCAD SHX Text 107+00

AutoCAD SHX Text 108+00

AutoCAD SHX Text 109+00

AutoCAD SHX Text 110+00

AutoCAD SHX Text 111+00

AutoCAD SHX Text 112+00

AutoCAD SHX Text 113+00

AutoCAD SHX Text 114+00

AutoCAD SHX Text 115+00

AutoCAD SHX Text 116+00

AutoCAD SHX Text 117+00

AutoCAD SHX Text 118+00

AutoCAD SHX Text 119+00

AutoCAD SHX Text 120+00

AutoCAD SHX Text 121+00

AutoCAD SHX Text 122+00

AutoCAD SHX Text 123+00

AutoCAD SHX Text 124+00

AutoCAD SHX Text 125+00

AutoCAD SHX Text 8+30

AutoCAD SHX Text 9+00

AutoCAD SHX Text 10+00

AutoCAD SHX Text 11+00

AutoCAD SHX Text 12+00

AutoCAD SHX Text 13+00

AutoCAD SHX Text 14+00

AutoCAD SHX Text 15+00

AutoCAD SHX Text 16+00

AutoCAD SHX Text 17+00

AutoCAD SHX Text 18+00

AutoCAD SHX Text 19+00

AutoCAD SHX Text 20+00

AutoCAD SHX Text 21+00

AutoCAD SHX Text 22+00

AutoCAD SHX Text 23+00

AutoCAD SHX Text 24+00

AutoCAD SHX Text 25+00

AutoCAD SHX Text 26+00

AutoCAD SHX Text 27+00

AutoCAD SHX Text 28+00

AutoCAD SHX Text 29+00

AutoCAD SHX Text 30+00

AutoCAD SHX Text 31+00

AutoCAD SHX Text 32+00

AutoCAD SHX Text 33+00

AutoCAD SHX Text 34+00

AutoCAD SHX Text 35+00

AutoCAD SHX Text 36+00

AutoCAD SHX Text 37+00

AutoCAD SHX Text

EX. ELECTRICAL JUNCTION BOX

AutoCAD SHX Text

EX. ELECTRICAL CONDUIT

AutoCAD SHX Text

EX. UNDERGROUND GAS LINE

AutoCAD SHX Text

EX. 6" TERRA COTTA SAN. SEW.

AutoCAD SHX Text

EX. 6" TERRA COTTA SAN. SEW.

AutoCAD SHX Text

EX. ELECTRICAL CONDUIT

AutoCAD SHX Text

EX. ELECTRICAL CONDUIT

AutoCAD SHX Text

MANHOLE TOP ELEV.=1116.15 INV ELEV.=1110.50

AutoCAD SHX Text

MANHOLE TOP ELEV.=1110.08 INV ELEV.=1104.78

AutoCAD SHX Text

MANHOLE TOP ELEV.=1103.92 INV ELEV.=1099.62

AutoCAD SHX Text

EX. 3" PVC W/M

AutoCAD SHX Text

EX. 6" PVC SAN.

AutoCAD SHX Text

EX. 6" TERRA COTTA SAN. SEW.

AutoCAD SHX Text

MEMORIAL SECTION A

AutoCAD SHX Text

BURIAL SECTION 1

AutoCAD SHX Text

BURIAL SECTION 1

AutoCAD SHX Text

BURIAL SECTION 2A

AutoCAD SHX Text

BURIAL SECTION C4

AutoCAD SHX Text

BURIAL SECTION 7

AutoCAD SHX Text

BURIAL SECTION 5

AutoCAD SHX Text

BURIAL SECTION 6

AutoCAD SHX Text

BURIAL SECTION 5A

AutoCAD SHX Text

BURIAL SECTION 8

AutoCAD SHX Text

BURIAL SECTION 3

AutoCAD SHX Text

BURIAL SECTION 9

AutoCAD SHX Text

BURIAL SECTION 2

AutoCAD SHX Text

BURIAL SECTION C3

AutoCAD SHX Text

EX. 8" PVC W/M

AutoCAD SHX Text

EX. GRAVESITE GRID MONUMENT (TYP.)

AutoCAD SHX Text

EX. 3" PVC W/M

AutoCAD SHX Text N78°29'23"E

AutoCAD SHX Text 136.98'

AutoCAD SHX Text N86°03'22"E

AutoCAD SHX Text 113.51'

AutoCAD SHX Text N89°23'22"E

AutoCAD SHX Text 717.65'

AutoCAD SHX Text N89°23'22"E

AutoCAD SHX Text S51°22'25"W

AutoCAD SHX Text 921.09'

AutoCAD SHX Text S18°52'40"W

AutoCAD SHX Text 822.11'

AutoCAD SHX Text N47°47'56"W

AutoCAD SHX Text 481.87'

AutoCAD SHX Text S74°33'43"W

AutoCAD SHX Text 405.00'

AutoCAD SHX Text N48°31'42"W

AutoCAD SHX Text 505.79'

AutoCAD SHX Text N77°58'46"W

AutoCAD SHX Text 88.02'

AutoCAD SHX Text S84°01'05"W

AutoCAD SHX Text 239.34'

AutoCAD SHX Text N07°15'57"W

AutoCAD SHX Text 243.62'

AutoCAD SHX Text N14°27'16"W

AutoCAD SHX Text 696.62'

AutoCAD SHX Text N15°32'31"W

AutoCAD SHX Text 634.02'

AutoCAD SHX Text 1011.10'

AutoCAD SHX Text

5/8" IRF

AutoCAD SHX Text

5/8" IRF

AutoCAD SHX Text

5/8" IRF

AutoCAD SHX Text

5/8" IRF

AutoCAD SHX Text

5/8" IRF

AutoCAD SHX Text

BRASS DISK CORNER FOUND

AutoCAD SHX Text N89°19'42"E 392.90'

AutoCAD SHX Text

UNITED STATES OF AMERICA T.M. 4, PAR. 30.1 D.B. 206, PG. 323 57.99 AC.

AutoCAD SHX Text

EX. 6" TERRA COTTA SAN. SEW.

AutoCAD SHX Text

EX. FIRE HYDRANT

AutoCAD SHX Text

EX. AIR RELEASE VALVE (TYP.)

AutoCAD SHX Text

BURIAL SECTION 5

AutoCAD SHX Text

BURIAL SECTION 5

AutoCAD SHX Text

BURIAL SECTION 5

AutoCAD SHX Text

EX. YARD HYDRANT (TYP.)

AutoCAD SHX Text

5/8" IRF

AutoCAD SHX Text

EX. 3" PVC W/M

AutoCAD SHX Text

EX. 3" PVC W/M

AutoCAD SHX Text

EX. YARD HYDRANT (TYP.)

AutoCAD SHX Text

EX. YARD HYDRANT (TYP.)

AutoCAD SHX Text

TO PRUNTYTOWN

AutoCAD SHX Text

TO GRAFTON

AutoCAD SHX Text

ROAD "A"

AutoCAD SHX Text

ROAD "B"

AutoCAD SHX Text

ROAD "B"

AutoCAD SHX Text

GEORGE WASHINGTON HIGHWAY - U.S. ROUTE 50

AutoCAD SHX Text

ROAD "A"

AutoCAD SHX Text

EX. GAS METER

AutoCAD SHX Text

EX. ELECT. CONDUIT

AutoCAD SHX Text

EX. 3" PVC W/M

AutoCAD SHX Text

EX. YARD HYDRANT (TYP.)

AutoCAD SHX Text

EX. 3" PVC W/M

AutoCAD SHX Text

EX. 3" PVC W/M

AutoCAD SHX Text

BURIAL SECTION 7

AutoCAD SHX Text

EX. 8" PVC W/M

AutoCAD SHX Text

EX. 8" PVC W/M

AutoCAD SHX Text

APPROXIMATE LOCATION EX. TRANSORMER

AutoCAD SHX Text

EX. ELECT. CONDUIT

AutoCAD SHX Text

EX. ELECT. CONDUIT

AutoCAD SHX Text

EX. ELECT. CONDUIT

AutoCAD SHX Text

EX. 3" PVC W/M

AutoCAD SHX Text

STORAGE

25+00

AD100

LATTICE TO BE REMOVED, TYP.

2" X 2" STEEL TUBES

TO BE REMOVED, TYP.

6" X 6" STEEL TUBES COLUMNS

TO REMAIN, TYP.

SERVICE SEALS

TO REMAIN, TYP.

LATTICE TO BE REMOVED, TYP.

2" X 2" STEEL TUBES

TO BE REMOVED, TYP.

6" X 6" STEEL TUBES COLUMNS

TO REMAIN, TYP.

LATTICE TO BE

REMOVED, TYP.

2" X 2" STEEL TUBES

TO BE REMOVED, TYP.

6" X 6" STEEL TUBES

COLUMNS

TO REMAIN, TYP.

LATTICE TO BE

REMOVED, TYP.

2" X 2" STEEL TUBES

TO BE REMOVED, TYP.

6" X 6" STEEL TUBES

COLUMNS

TO REMAIN, TYP.

CONCRETE SLAB.

SLOPED TO DRAIN

AD1005

AD100

SAW CUT, REMOVE

SLOPED SLAB, PLACE

REINFORCED

CONCRETE

CONNECTED TO

EXISTING CONCRETE

WITH DOWEL @ 12"

O.C. AT STOREFRONT

DOOR BOTTOM

TRACK PER

MANUFACTURER

RECOMMENDATION

AND ADA

ACCESSIBILITY

REQUIREMENT, TYP.

LEVEL

0' - 0"

LATTICE TO BE

REMOVED, TYP.

2" X 2" STEEL TUBES

TO BE REMOVED, TYP.

6" X 6" STEEL TUBES

COLUMNS

TO REMAIN, TYP.

LATTICE TO BE

REMOVED, TYP.

LATTICE TO BE REMOVED, TYP.

2" X 2" STEEL TUBES

TO BE REMOVED, TYP.

6" X 6" STEEL TUBES COLUMNS

TO REMAIN, TYP.

LEVEL

0' - 0"

LATTICE TO BE REMOVED, TYP.

2" X 2" STEEL TUBES

TO BE REMOVED, TYP.

6" X 6" STEEL TUBES COLUMNS

TO REMAIN, TYP.

LATTICE TO BE

REMOVED, TYP.

2" X 2" STEEL TUBES

TO BE REMOVED, TYP.

6" X 6" STEEL TUBES

COLUMNS

TO REMAIN, TYP.

LATTICE TO BE

REMOVED, TYP.

LEVEL

0' - 0"

LATTICE TO BE REMOVED, TYP.

2" X 2" STEEL TUBES

TO BE REMOVED, TYP.

6" X 6" STEEL TUBES COLUMNS

TO REMAIN, TYP.

LATTICE TO BE

REMOVED, TYP.

2" X 2" STEEL TUBES

TO BE REMOVED, TYP.

6" X 6" STEEL TUBES

COLUMNS

TO REMAIN, TYP.

LATTICE TO BE

REMOVED, TYP.

LEVEL

0' - 0"

LATTICE TO BE

REMOVED, TYP.

2" X 2" STEEL TUBES

TO BE REMOVED, TYP.

6" X 6" STEEL TUBES

COLUMNS

TO REMAIN, TYP.

LATTICE TO BE

REMOVED, TYP.

2" X 2" STEEL TUBES

TO BE REMOVED, TYP.

6" X 6" STEEL TUBES

COLUMNS

TO REMAIN, TYP.

COMMITTAL SHELTER A -

DEMOLITION PLAN & ELEVATIONS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

AD-100

TAYLOR COUNTY, WEST VIRGINIA

JAN, 2023 HK HK Dwg. of

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS

COMMITTAL SHELTER

ENCLOSED

912CM3014

BID DOCUMENTS

GENERAL NOTES - DEMOLITION

1. COORDINATE HAUL ROUTES WITH CEMETERY DIRECTOR AND COR.

2. VERIFY FIELD CONDITIONS PRIOR TO START OF DEMOLITION/ CONSTRUCTION, AND NOTIFY THE COR OF ANY DISCREPANCIES.

3. CONFORM TO ALL BUILDING CODES AND EXECUTE WORK ONLY WHICH IS IN CONFORMANCE.

4. DASHED LINES INDICATE ITEMS TO BE REMOVED.

5. PROTECT ALL PORTIONS OF EXISTING BUILDING TO REMAIN DURING DEMOLITION/CONSTRUCTION. THE GENERAL CONTRACTOR IS

RESPONSIBLE FOR ANY AND ALL DAMAGES CAUSED BY CONTRACTOR & SUBCONTRACTORS.

6. KEEP ALL EXISTING ADJACENT SPACES AND PROPERTIES CLEAN DURING DEMOLITION AND CONSTRUCTION. ANY DEBRIS SHALL BE REMOVED FROM WORK AREAS DAILY. IF REQUIRED, CLOSE OFF EXISTING SUPPLY/RETURN PIPES FEEDING EXISTING ROOMS TO

PREVENT DUST/DEBRIS ENTRY.

7. WHERE DEMOLITION IS REQUIRED, THE CONTRACTOR SHALL REMOVE ITEMS COMPLETE WITH FASTENERS, ANCHORS, SEALANTS, CAULKING, ADHESIVES, ETC. ADJACENT REMAINING CONSTRUCTION SHALL BE PATCH/REPAIRED IN WORKMANLIKE CONDITION AND

PREPARED TO RECEIVE NEW FINISH AS PER ROOM FINISH SCHEDULE.

8. DEMOLITION SHALL BE CAREFULLY COORDINATED WITH THE PLANS, SECTIONS, SCHEDULES AND DETAILS OF THE CONTRACT DOCUMENTS. IT IS THE INTENT OF THE DEMOLITION DRAWINGS TO DELINEATE CONSTRUCTION OR ITEMS TO BE REMOVED/ REWORKED.

NEW CONSTRUCTION REQUIRED, AND EXTENT OF DEMOLITION REQUIRED IS DELINEATED FURTHER IN CONTRACT DOCUMENTS.

9. DEMOLITION WORK TO BE COMPLETED BY OTHER TRADES IS SHOWN ON OTHER SHEETS OF THIS SET OF CONTRACT DOCUMENTS. THIS CONTRACTOR SHALL REVIEW THE DEMOLITION WORK OF OTHER TRADES TO ASCERTAIN WHERE SUCH WORK COULD EFFECT THEIR OWN WORK. THE CONTRACTOR SHOULD ALSO COORDINATE HIS THEIR WORK WITH THE WORK OF OTHER TRADES.

10. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL ON ALL EQUIPMENT REMOVED. COORDINATE WITH OWNER AS TO WHAT EQUIPMENT

WILL BE SALVAGED. DELIVER EQUIPMENT TO LOCATION ON SITE AS DIRECTED BY OWNER.

1 COMMITTAL SHELTER - DEMOLITION PLAN

SCALE 1/4"=1'

2 COMMITTAL SHELTER - FRONT ELEVATION

SCALE 1/4"=1' 3 COMMITTAL SHELTER - SIDE/LEFT ELEVATION

SCALE 1/4"=1'

4 COMMITTAL SHELTER - BACK ELEVATION

SCALE 1/4"=1' 5 COMMITTAL SHELTER - SIDE/RIGHT ELEVATION

SCALE 1/4"=1'

A101

SERVICE SEALS

TO REMAIN, TYP.

CONCRETE SLAB.

SLOPED TO DRAIN

. 2 A101

A101

6" X 6" STEEL

TUBES , TYP.

6" X 6" STEEL

TUBES , TYP.

6" X 6" STEEL

TUBES , TYP.

6" X 6" STEEL

TUBES , TYP.

NEW ALUMINUM SLIDING

DOOR (MANUAL), COLOR

MATCH TO EXISTING

SCHEME, TYP.

NEW ALUMINUM

STOREFRONT

WINDOW, COLOR

MATCH TO EXISTING

SCHEME, TYP.

ADA THRESHOLD, PER MANUFACTURER

RECOMMENDATION, TYP.

ADA THRESHOLD, PER

MANUFACTURER

RECOMMENDATION, TYP.

ADA THRESHOLD, PER MANUFACTURER

RECOMMENDATION, TYP.

C B

NEW ALUMINUM

STOREFRONT

WINDOW, COLOR

MATCH TO EXISTING

SCHEME, TYP.

NEW ALUMINUM

STOREFRONT

WINDOW, COLOR

MATCH TO EXISTING

SCHEME, TYP.

NEW ALUMINUM

STOREFRONT

WINDOW, COLOR

MATCH TO EXISTING

SCHEME, TYP.

NEW ALUMINUM SLIDING

DOOR (MANUAL), COLOR

MATCH TO EXISTING

SCHEME, TYP.

NEW ALUMINUM SLIDING DOOR (MANUAL), COLOR

MATCH TO EXISTING SCHEME, TYP.

NEW ALUMINUM

STOREFRONT

WINDOW, COLOR

MATCH TO EXISTING

SCHEME, TYP.

NEW ALUMINUM

STOREFRONT

WINDOW, COLOR

MATCH TO EXISTING

SCHEME, TYP.

NEW ALUMINUM

STOREFRONT

WINDOW, COLOR

MATCH TO EXISTING

SCHEME, TYP.

NEW ALUMINUM

STOREFRONT

WINDOW, COLOR

MATCH TO EXISTING

SCHEME, TYP.

EXIT DEVICES

LEVEL

0' - 0"

AB B

NEW ALUMINUM

SLIDING

DOOR (MANUAL),

COLOR MATCH TO

EXISTING SCHEME,

TYP.

NEW ALUMINUM

STOREFRONT

WINDOW, COLOR

MATCH TO EXISTING

SCHEME, TYP.

NEW ALUMINUM

STOREFRONT

WINDOW, COLOR

MATCH TO EXISTING

SCHEME, TYP.

LEVEL

0' - 0"

AB B

NEW ALUMINUM

SLIDING

DOOR (MANUAL),

COLOR MATCH TO

EXISTING SCHEME,

TYP.

NEW ALUMINUM

STOREFRONT

WINDOW, COLOR

MATCH TO EXISTING

SCHEME, TYP.

NEW ALUMINUM

STOREFRONT

WINDOW, COLOR

MATCH TO EXISTING

SCHEME, TYP.

LEVEL

0' - 0"

NEW ALUMINUM STOREFRONT WINDOW,

COLOR MATCH TO EXISTING SCHEME, TYP.

AB B

NEW ALUMINUM SLIDING

DOOR (MANUAL), COLOR MATCH

TO EXISTING SCHEME, TYP.

NEW ALUMINUM

STOREFRONT WINDOW,

COLOR MATCH TO

EXISTING SCHEME, TYP.

LEVEL

0' - 0"

C C

NEW ALUMINUM

STOREFRONT

WINDOW, COLOR

MATCH TO EXISTING

SCHEME, TYP.

NEW ALUMINUM

STOREFRONT

WINDOW, COLOR

MATCH TO EXISTING

SCHEME, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A-101

TAYLOR COUNTY, WEST VIRGINIA

JAN, 2023 HK HK Dwg. of

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS

COMMITTAL SHELTER

ENCLOSED

912CM3014

BID DOCUMENTS

1 COMMITTAL SHELTER - DEMOLITION PLAN

SCALE 1/4"=1'

2 COMMITTAL SHELTER - FRONT ELEVATION

SCALE 1/4"=1' 3 COMMITTAL SHELTER - SIDE/LEFT ELEVATION

SCALE 1/4"=1'

4 COMMITTAL SHELTER - BACK ELEVATION

SCALE 1/4"=1' 5 COMMITTAL SHELTER - SIDE/RIGHT ELEVATION

SCALE 1/4"=1'

COMMITTAL SHELTER A - PLAN

& ELEVATIONS NEW WORK

GENERAL NOTES

1. PREPARE ALL SURFACES FOR NEW FINISHES AND INSTALL ALL

FINISHES PER MANUFACTURER'S RECOMMENDATION.

2. INSTALL DOOR AND WINDOW PER MANUFACTURER'S

RECOMMENDATION.

3. INSTALL THRESHOLD PER MANUFACTURER'S RECOMMENDATION.

4. ALL CONNECTIONS TO EXISTING STRUCTURE AND FRAMING PER

MANUFACTURER'S RECOMMENDATION.

5. SEE SHEET A102 FOR DETAILS.

6. EXIT DEVICE FOR EACH DOOR PER SPECIFICATION.

7. ATTACHED PICTURES ARE SIMILAR PROJECT THAT COMPLETED AT

NATIONAL CEMETERY OF THE ALLEGHENIES.

EXISTING CEMENT BOARD

ALUMINUM STORE FRONT

SLIDING DOOR ,

INSTALLATION PER

MANUFACTURER

RECOMMENDATION

ALUMINUM STORE FRONT

WINDOW,

INSTALLATION PER

MANUFACTURER

RECOMMENDATION

EXISTING CEMENT BOARD

EXISTING BUILDING

STRUCTURE BEAM

ALUMINUM STORE FRONT

SLIDING DOOR,

INSTALLATION PER

MANUFACTURER

RECOMMENDATION

EXISTING

STEEL COLUMN

ALUMINUM STORE FRONT

WINDOW, INSTALLATION PER

MANUFACTURER

RECOMMENDATION

ALUMINUM STORE FRONT

SLIDING DOOR,

INSTALLATION PER MANUFACTURER

RECOMMENDATION

ADA THRESHOLD, PER

MANUFACTURER

RECOMMENDATION TO

ACCOMMODATE SLOPED

CONCRETE SLAB AT

ENTRANCE,

EXISTING CONCRETE SLAB

EXISTING CEMENT BOARD

EXISTING BUILDING

STRUCTURE BEAM

ALUMINUM STORE FRONT

SLIDING DOOR ,

INSTALLATION PER

MANUFACTURER

RECOMMENDATION

EXISTING CONCRETE SLAB

SEALANT AND BACKER

ROD, TYP.

SEALANT AND BACKER

ROD, TYP.

SEALANT AND BACKER

ROD, TYP.

SEALANT AND BACKER

ROD, TYP.

ALUMINUM STORE FRONT

WINDOW, INSTALLATION PER

MANUFACTURER

RECOMMENDATION

SEALANT AND BACKER

ROD, TYP.

ALUMINUM STORE FRONT

WINDOW, INSTALLATION PER

MANUFACTURER

RECOMMENDATION

EXISTING FIBER CEMENT

BOARD

EXISTING CEMENT BOARD

EXISTING WALL FRAMING

ALUMINUM STORE FRONT

WINDOW, INSTALLATION PER

MANUFACTURER

RECOMMENDATION

SEALANT AND BACKER

ROD, TYP.

EXISTING

STEEL COLUMN

D-1 D-2 D-3 D-4 D-5 D-6 D-7

ALUMINUM STORE FRONT SLIDING DOOR (MANUAL)

PROVIDE DOOR STOPS ON BOTH SIDE TO PREVENT

THE DOOR HANDLE FROM HITTING

B D

D-1 D-4

D-2 D-2

D-6

D-1

ALUM. STORE

FRONT WINDOW

ALUMINUM STORE FRONT

WINDOW

D-3 D-5

FIXFIX SLIDING SLIDING

MG1

LG1

MG1

LG1

MG1

LG1

MG1

LG1 LG1

MG1

FIX

LG1

LG1LG1

LG1

D-4

D-2

D-5

LG1

FIX

ALUM. STORE

FRONT WINDOW

DOOR SCHEDULE

DOOR FRAME

OPENING

NUMBER

OPENING WIDTH LEAF WIDTH OPENING HEIGHT THK

GLASS MATL COLOR

HDW

SET REMARKS

15'-6" V.I.F.

3'-6" V.I.F.

12'-0" V.I.F.

3'-6"

9'-6" V.I.F.

6'-0" V.I.F.

1 34"

MG1/LG1

LG1

ALUMINUM.

SIZE

MATCH EXISTING SCHEME HW-1

FOR FRAME MATERIAL: PROVIDE COLOR CHART FOR NCA SELECTION

C 3'-6" V.I.F. - 9'-6" V.I.F. 1 34" LG1 ALUMINUM. MATCH EXISTING SCHEME HW-1 FOR FRAME MATERIAL: PROVIDE COLOR CHART FOR NCA SELECTION

MG1/LG1

DOOR AND WINDOWS DETAILS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A-102

TAYLOR COUNTY, WEST VIRGINIA

JAN, 2023 HK HK Dwg. of

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS

COMMITTAL SHELTER

ENCLOSED

912CM3014

BID DOCUMENTS

1 DOOR & WINDOW TYP.

SCALE 1/4"=1'

2 DOOR & WINDOW FRAME DETAILS

SCALE 1"=1'

GENERAL NOTES

1. WINDOWS TO FIT INTO AN EXISTING ROUGH OPENING.

CONTRACTOR TO MEASURE/CONFIRM ROUGH OPENING

DIMENSIONS BEFORE FABRICATION OF WINDOWS.

2. ALL ROUGH OPENINGS IN NEW CONSTRUCTION TO BE

VERIFIED BY CONTRACTOR PRIOR TO FABRICATION OF

WINDOWS.

3. WINDOW FRAME PROFILE MAY VARY FROM AS SHOWN ON

THE DRAWING, SELECTION OF MANUFACTURER/PROFILE

TO BE COORDINATED FOR CLOSE CONFORMITY TO

EXISTING OPENING, STRUCTURE AND WALL FRAME. FINAL

DETAILING OF WINDOWS TO BE COORDINATED WITH

MANUFACTURER'S DETAILS FOR INSTALLATION AND

FLASHING.

4. ANY EXISTING MATERIALS TO REMAIN DISCOVERED TO BE

DAMAGED ARE TO BE REPLACED TO MATCH EXISTING.

Sheets and Views

G-001

WVNC Committal Shelter Drawings-A101.pdf

Sheets and Views

A101

WVNC Committal Shelter Drawings-A102.pdf

Sheets and Views

A102

WVNC Committal Shelter Drawings-AD100.pdf

Sheets and Views

AD100

WVNC Committal Shelter Drawings-CS100.pdf

Sheets and Views

CS100

WVNC Committal Shelter Drawings-G-002.pdf

Sheets and Views

G-002

WVNC Committal Shelter Drawings-G-003.pdf

Sheets and Views

G-003

File details come from the government source that posted it. Updated Feb 2, 2023.