DRAWINGS-PO 917CM3007.pdf

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

G-001

SARATOGA, NEW YORK

FEB, 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

917CM3007

BID DOCUMENTS

COMMITTAL SHELTER ENCLOSED

PROJECT NUMBER: 917CM3007

BID DOCUMENTS

DEPARTMENT OF

VETERANS AFFAIRS

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 - EXISTING PLAN & ELEVATIONS

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

7. A-102 DOOR AND WINDOWS DETAILS

NO. DRAWING DRAWING TITLE

NATIONAL CEMETERY ADMINISTRATION

DESIGN & CONSTRUCTION SERVICE (43B)

GERALD B.H. SOLOMON

SARATOGA NATIONAL CEMETERY

TOWN OF SARATOGA, NEW YORK

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PREPARED BY

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LOCATION MAP

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VICINITY MAP

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PROJECT LOCATION

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SARATOGA

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ROUTE

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N.Y.S. RT. 9N

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EXIT 12

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N.Y.S. ROUTE 50

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NORTHWAY

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SARATOGA

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INTERSTATE

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U.S. ROUTE 9

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U.S. ROUTE 9

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STATE PARK

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SPA

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SARATOGA

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RACEWAY

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SARATOGA

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ADIRONDACK

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SPRINGS

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SARATOGA

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EXIT 13

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N.Y.S. ROUTE 9P

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CREEK

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FISH

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N.Y.S. ROUTE 29

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LONELY

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LAKE

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EXIT

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EXIT 15

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LAKE

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GRAPHIC SCALE

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( IN METERS )

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(ABANDONED)

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CHAMPLAIN

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WILBUR ROAD

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DUELL

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ROUTE 32

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COUNTY

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(CEDAR BLUFF ROAD)

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SARATOGA COUNTY RT. 71

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PARK

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HISTORICAL

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NATIONAL

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SARATOGA

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CEMETERY

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NATIONAL

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ALBANY

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GLENS FALLS

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CANAL

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ROUTE 4

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HUDSON

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RIVER

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U.S. ROUTE 4

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SCHUYLERVILLE

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SARATOGA

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NORTH

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COUNTY

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WASHINGTON

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N.Y.S. ROUTE 9P

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ROAD

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ROUTE 32

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PROJECT LOCATION

GENERAL NOTES AND

ABBREVIATIONS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

G-002 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

ENCLOSEDBID DOCUMENTS

SARATOGA, NEW YORK

FEB, 2023

917CM3007

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. 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 NEW YORK DEPARTMENT OF TRANSPORTATION CONSTRUCTION STANDARDS AND SPECIFICATIONS, WHERE APPLICABLE. 3. 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. 4. 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. 5. 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. 6. 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. 7. 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. 8. 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. 9. 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 G.B.H.S. SARATOGA NATIONAL THE PROPOSED IMPROVEMENTS FOR G.B.H.S. SARATOGA NATIONAL CEMETERY COMMITTAL SHELTER INCLUDE, BUT ARE NOT LIMITED TO THE THE THE CONSTRUCTION OF ENCLOSED FOR A COMMITTAL SHELTER. THE PROJECT . THE PROJECT THE PROJECT IS LOCATED IN SARATOGA, NEW YORK. 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

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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 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

ENCLOSEDBID DOCUMENTS

1 PROJECT SIGN

N.T.S.

2 SAFETY SIGN

N.T.S.

SARATOGA, NEW YORK

FEB, 2023

917CM3007

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ELEVATION

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PLAN

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FACE

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ALL VISIBLE SURFACES TO BE PRIMED AND PAINTED

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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.

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4" X 6" POSTS

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DEPTH & TYPE OF FOOTING DETERMINED BY EXISTING SOIL CONDITIONS.

AutoCAD SHX Text VA Office of Construction & Facilities Management

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COMMITTAL SHELTER

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GENERAL CONTRACTOR

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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. 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

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ELEVATION

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PLAN

AutoCAD SHX Text 2" x 4" FRAMING

AutoCAD SHX Text 4" x 4" POSTS

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FACE

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ALL VISIBLE SURFACES TO BE PRIMED AND PAINTED

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SIGN ATTACHED TOGETHER WITH WOOD SCREWS & LAG BOLTS

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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.

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4" X 4" POSTS

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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. 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

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

ENCLOSEDBID DOCUMENTS

COMMITTAL

SHELTER 2

ADMIN

BUILDING

COMMITTAL

SHELTER 1

CORTEGE

LANES

COMMITTAL SHELTER 1

REFER TO SHEET AD100 & A101

LIMIT OF DISTURBANCE

CHAIN LINK FENCE

STAGING AREA

CORTEGE

LANES-

EXISTING

PROJECT SIGN, SEE SHEET G-002

SAFETY SIGN, SEE SHEET G-002

1 SITE PLAN - EXISTING

SCALE 1"=2000' 2 COMMITTAL SHELTER SITE PLAN - EXISTING

SCALE 1"=150'

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

SARATOGA, NEW YORK

FEB, 2023

917CM3007

GRANITE

PAVERS-

EXISTING

LOW STONE WALL, TYP.

LOW STONE

WALL, TYP.

JOINT,

TYP.

ROOF

LINE

ABOVE

BEAM

LINE

ABOVE

CONCRETE SLAB

ON GRADE

AD100

AD100

AD100

STORAGE UTILITY.

LOW STONE WALL, TYP.

LOW STONE WALL, TYP. STONE VENEER OVER

REINFORCED CMU, TYP.

STONE VENEER

OVER CMU, TYP.

STONE VENEER

OVER

REINFORCED

CMU, TYP.

OPP.

AD100

AD100

CONCRETE SLAB

ON GRADE

CONCRETE SLAB

ON GRADE

LOW STONE

WALL, TYP.GRANITE

PAVERS,

TYP.

STONE VENEER

OVER

REINFORCED

CMU, TYP.

STEEL

ARCH

BEAM

LIMESTONE

CONCRETE SLAB

ON GRADE

STEEL

ARCH

BEAM

LOW STONE

WALL, TYP. GRANITE

PAVERS,

TYP.

STONE

WALL

STONE VENEER

OVER

REINFORCED

CMU, TYP.

CONCRETE SLAB

ON GRADE

STEEL

ARCH

BEAM

STEEL

ARCH

BEAM

STONE VENEER

OVER

REINFORCED

CMU, TYP.

COMMITTAL SHELTER A - EXISTING

PLAN & ELEVATIONS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

AD-100

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

ENCLOSEDBID DOCUMENTS

GENERAL NOTES

1. COORDINATE HAUL ROUTES WITH CEMETERY DIRECTOR AND COR.

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

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

4. PROTECT ALL PORTIONS OF EXISTING BUILDING TO REMAIN DURING CONSTRUCTION. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY AND

ALL DAMAGES CAUSED BY CONTRACTOR & SUBCONTRACTORS.

5. 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.

1 COMMITTAL SHELTER - EXISTING PLAN

SCALE 1/4"=1'

2 COMMITTAL SHELTER - FRONT ELEVATION

SCALE 1/4"=1'

SARATOGA, NEW YORK

FEB, 2023

917CM3007

3 COMMITTAL SHELTER - SIDE ELEVATION

SCALE 1/4"=1'

4 COMMITTAL SHELTER - SECTION

SCALE 1/4"=1'

CONCRETE SLAB

ON GRADE

STORAGE UTILITY.

STONE VENEER

OVER CMU, TYP.

EXIT DEVICES

EXIT DEVICES

A101

A101 A101

NEW ALUMINUM STOREFRONT WINDOW,

COLOR MATCH TO EXISTING SCHEME, TYP.

NEW ALUMINUM SWING OUT DOUBLE

DOOR (MANUAL), COLOR MATCH TO

EXISTING SCHEME, ADA THRESHOLD

PER MANUFACTURER

RECOMMENDATION, TYP.

STONE VENEER OVER

REINFORCED CMU, TYP.

EX

IT

D

EV

IC

ES

NEW ALUMINUM SLIDING

DOOR (MANUAL)/SWING

DOOR WITH EMERGENCY

PUSH BAR, COLOR MATCH

TO EXISTING SCHEME, ADA

THRESHOLD PER

MANUFACTURER

RECOMMENDATION, TYP.

NEW ALUMINUM

STOREFRONT WINDOW,

COLOR MATCH TO

EXISTING SCHEME, TYP.

NEW ALUMINUM

STOREFRONT WINDOW,

COLOR MATCH TO

EXISTING SCHEME, TYP.

A

B

NEW ALUMINUM

STOREFRONT WINDOW,

COLOR MATCH TO

EXISTING SCHEME, TYP.

NEW ALUMINUM SLIDING

DOOR (MANUAL) DOOR,

COLOR MATCH TO

EXISTING SCHEME, ADA

THRESHOLD PER

MANUFACTURER

RECOMMENDATION, TYP.

B

NEW ALUMINUM SLIDING

DOOR (MANUAL)/SWING

DOOR WITH EMERGENCY

PUSH BAR, COLOR MATCH

TO EXISTING SCHEME, ADA

THRESHOLD PER

MANUFACTURER

RECOMMENDATION, 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 SLIDING

DOOR (MANUAL) DOOR,

COLOR MATCH TO

EXISTING SCHEME, ADA

THRESHOLD PER

MANUFACTURER

RECOMMENDATION, TYP.

OPP.

STONE VENEER

OVER

REINFORCED

CMU, TYP.

LIMESTONE

A

NEW ALUMINUM SWING OUT DOUBLE DOOR (MANUAL),

COLOR MATCH TO EXISTING SCHEME, TYP.

NEW ALUMINUM STOREFRONT WINDOW,

COLOR MATCH TO EXISTING SCHEME, TYP.

ALUMINUM

CLOSURE TRIM

PIECE TO MATCH

STORE FRONT

SYSTEM, TYPICAL

AT BOTH SIDES

ALUMINUM

CLOSURE TRIM

PIECE TO MATCH

STORE FRONT

SYSTEM, TYPICAL

AT BOTH SIDES

ALUMINUM CLOSURE TRIM PIECE TO MATCH STORE

FRONT SYSTEM, TYP.

LOW STONE

WALL, TYP.

STONE

WALL

FIX FIXSLIDING SLIDING

ALUMINUM

CLOSURE TRIM

PIECE TO MATCH

STORE FRONT

SYSTEM, TYPICAL

AT BOTH SIDES

ALUMINUM

CLOSURE TRIM

PIECE TO MATCH

STORE FRONT

SYSTEM, TYPICAL

AT BOTH SIDES

B

SLIDING SLIDINGFIX

LOW STONE

WALL, TYP.

STONE

WALL

FIXFIX SLIDINGSLIDING

ALUMINUM

CLOSURE TRIM

PIECE TO MATCH

STORE FRONT

SYSTEM, TYPICAL

AT BOTH SIDES

ALUMINUM

CLOSURE TRIM

PIECE TO MATCH

STORE FRONT

SYSTEM, TYPICAL

AT BOTH SIDES

B

SLIDINGSLIDING FIX

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A-101 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

ENCLOSEDBID DOCUMENTSCOMMITTAL 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.

SARATOGA, NEW YORK

FEB, 2023

917CM3007

2 COMMITTAL SHELTER - SIDE/RIGHT ELEVATION

SCALE 1/4"=1'

3 COMMITTAL SHELTER - SIDE/LEFT ELEVATION

SCALE 1/4"=1'

4 COMMITTAL SHELTER - FRONT ELEVATION

SCALE 1/4"=1'

1 COMMITTAL SHELTER - PROPOSED PLAN

SCALE 1/4"=1'

ALUMINUM STORE FRONT

SLIDING DOOR,

INSTALLATION PER

MANUFACTURER

RECOMMENDATION

EXISTING BUILDING STRUCTURE

CURVED BEAM

STONE VENEER OVER

REINFORCED CMU, TYP.

SEALANT AND

BACKER ROD, TYP.

STEEL

ARCH

BEAM

D-3

ALUMINUM STORE FRONT

SLIDING DOOR,

INSTALLATION PER

MANUFACTURER

RECOMMENDATION

EXISTING BUILDING STRUCTURE

CURVED BEAM

STONE VENEER OVER

REINFORCED CMU, TYP.

SEALANT AND

BACKER ROD, TYP.

STEEL

ARCH

BEAM

D-2

ALUMINUM STORE FRONT

FIXED WINDOW PANEL,

INSTALLATION PER

MANUFACTURER

RECOMMENDATION

EXISTING BUILDING STRUCTURE

CURVED BEAM

STONE VENEER OVER

REINFORCED CMU, TYP.

SEALANT AND

BACKER ROD, TYP.

STEEL

ARCH

BEAM

D-1

STONE VENEER OVER

REINFORCED CMU, TYP.

ALUMINUM CLOSURE

TRIM PIECE TO

MATCH STORE

FRONT SYSTEM, TYP.

D-4

ALUMINUM STORE FRONT

FIXED WINDOW PANEL,

INSTALLATION PER

MANUFACTURER

RECOMMENDATION

D-5

ADA THRESHOLD, PER

MANUFACTURER

RECOMMENDATION TO

ACCOMMODATE SLOPED

AT ENTRANCE,

EXISTING FLOORING

ALUMINUM STORE FRONT

SLIDING DOOR, INSTALLATION PER

MANUFACTURER RECOMMENDATION

D-6

ADA THRESHOLD, PER

MANUFACTURER

RECOMMENDATION TO

ACCOMMODATE SLOPED

AT ENTRANCE,

EXISTING FLOORING

ALUMINUM STORE FRONT

SLIDING DOOR/SWING, INSTALLATION PER

MANUFACTURER RECOMMENDATION

D-7

ADA THRESHOLD, PER

MANUFACTURER

RECOMMENDATION TO

ACCOMMODATE SLOPED

AT ENTRANCE,

EXISTING FLOORING

ALUMINUM STORE FRONT

FIXED WINDOW PANEL,

INSTALLATION PER

MANUFACTURER

RECOMMENDATION

A

FIX

LG1

MG1

FIX

LG1

MG1

LG1

MG1

SWING

OUT

LG1

MG1

SWING

OUT

ALUMINUM STORE FRONT SWING OUT DOOR (MANUAL)

PROVIDE DOOR STOPS ON BOTH SIDE

ALUMINUM CLOSURE

TRIM PIECE TO

MATCH STORE

FRONT SYSTEM,

TYP.

ALUMINUM

CLOSURE TRIM

PIECE TO MATCH

STORE FRONT

SYSTEM,

TYPICAL AT

BOTH SIDES

D-11D-12

D-10

D-9 D-8

FIX FIXSLIDING SLIDINGSLIDING SLIDINGFIX

MG1

LG1

MG1

LG1

MG1

LG1

MG1

LG1

MG1

LG1

MG1

LG1

MG1

LG1

D-1 D-2 D-1D-1 D-3

D-4

D-7D-7D-7 D-5 D-6

D-4

B

DOOR SCHEDULE

DOOR FRAME

OPENING

NUMBER

OPENING

WIDTH

LEAF

WIDTH

OPENING

HEIGHT

THK

GLASS MATL COLOR

HDW

SET REMARKS

A

B

16'-4" V.I.F.

25'-10" V.I.F. 8'-4" V.I.F.

1 34"

1 34"

MG1/LG1 ALUMINUM.

ALUMINUM.

SIZE

MATCH

EXISTING

SCHEME

HW-1

MATCH

EXISTING

SCHEME

MG1/LG13'-6"

VARIES, 7'-0"

TO 8'-6"

3'-6"

HW-2 SLIDING DOOR, DOUBLE, WITH FIXED

WINDOWS, FOR FRAME MATERIAL:

PROVIDE COLOR CHART FOR NCA

SELECTION

SWING DOORS, DOUBLE, WITH FIXED

WINDOWS, FOR FRAME MATERIAL:

PROVIDE COLOR CHART FOR NCA

SELECTION

ALUMINUM STORE FRONT

SWING DOOR, INSTALLATION PER

MANUFACTURER RECOMMENDATION

EXISTING BUILDING STRUCTURE

CURVED BEAM

STONE VENEER OVER

REINFORCED CMU, TYP.

SEALANT AND BACKER ROD, TYP.

STONE VENEER OVER

REINFORCED CMU, TYP.

ALUMINUM CLOSURE

TRIM PIECE TO

MATCH STORE

FRONT SYSTEM, TYP.

ALUMINUM STORE FRONT FIXED

WINDOW PANEL, INSTALLATION

PER MANUFACTURER

RECOMMENDATION

ALUMINUM STORE FRONT

SWING DOOR, INSTALLATION PER

MANUFACTURER RECOMMENDATION

ADA THRESHOLD, PER

MANUFACTURER

RECOMMENDATION TO

ACCOMMODATE SLOPED

AT ENTRANCE,

EXISTING FLOORING

EXISTING FLOORING

SEALANT AND BACKER

ROD, TYP.

ALUMINUM STORE FRONT

FIXED WINDOW PANEL,

INSTALLATION PER

MANUFACTURER

RECOMMENDATION

ALUMINUM STORE FRONT FIXED

WINDOW PANEL, INSTALLATION PER

MANUFACTURER RECOMMENDATION

EXISTING BUILDING STRUCTURE

CURVED BEAM

STONE VENEER OVER

REINFORCED CMU, TYP.

SEALANT AND BACKER ROD, TYP.

D-8 D-9 D-10 D-12D-11

DOOR AND WINDOWS DETAILS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A-102 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

ENCLOSEDBID DOCUMENTS

1 DOOR & WINDOW TYP.

SCALE 1/2"=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.

SARATOGA, NEW YORK

FEB, 2023

917CM3007

4 DOOR & WINDOW SCHEDULE

3 DOOR & WINDOW FRAME DETAILS

SCALE 1"=1'