849-NRM22-01 Drawings.pdf

CEMETERY

PICNIC ROAD

BA

TT

LE

FIE

LD

P

AR

K

RO

AD

VARINA ROAD

BATTLEFIELD RUNCOURT

ROUNDABOUT

CREEK

INDEX OF SHEETSVICINITY MAP CONSULTANTS

PRIME CONSULTANT:

WALKER FEDERAL SERVICES, LLC

7820B-162 WORMANS MILL ROAD

FREDERICK, MD 21701

240-529-5406

CONSTRUCTABILITY REVIEW, COST ESTIMATOR

R & R CONSTRUCTION SERVICES, INC.

2403 HELEN STREET

MCKEES ROCKS, PENNSYLVANIA 15136

412-980-6601

STRUCTURAL ENGINEER

OLDE TOWN ENGINEERING CO., P.C.

STRUCTURAL CONSULTANTS

10527 BRADDOCK ROAD, SUITE D

FAIRFAX, VA 22032

703-978-7500

COVER SHEET &

CODE ANALYSIS

GI-001

DRAWING NUMBER TITLE

1 GI-001 COVER SHEET & CODE ANALYSIS

2 GI-002 ABBREVIATIONS, SYMBOLS AND NOTES

3 GI-003 SITE PLAN - EXISTING

4 TP-101 TREE PROTECTION PLAN

5 AD-101 SITE PLAN - DEMOLITION

6 AS-101 ENLARGED PARTIAL SITE PLAN

7 AS-201 SITE DETAILS

8 AS-202 SITE DETAILS

9 AD-102 ARCHITECTURAL PLANS - DEMOLITION

10 AD-201 EXTERIOR WALLS - DEMOLITION

11 A-101 ARCHITECTURAL PLANS - NEW WORK

12 A-201 EXTERIOR WALLS - REPAIRS & NEW WORK

13 A-401 ENLARGED RESTROOMPLAN & ELEVATIONS, SCHEDULES

14 A-402 BUILDING DETAILS

15 M-001 MECHANICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

16 M-101 MECHANICAL FLOOR PLANS

17 M-201 MECHANICAL SCHEDULES

18 P-001 PLUMBING SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

19 P-101 PLUMBING FLOOR PLANS

20 P-201 PLUMBING SCHEDULES

21 E-001 ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

22 ES-101 ELECTRICAL SITE PLAN - EXISTING, DEMOLITION AND NEW

WORK

23 ED-101 LIGHTING AND POWER - MAINTENANCE AND STORAGE BUILDING

- DEMOLITION PLAN

24 E-101 LIGHTING AND POWER PLAN - MAINTENACE AND STORAGE

BUILDING

25 E-201 POWER RISER DIAGRAM, PANEL AND LIGHTING SCHEDULES

26 E-301 COMCHECK

27 E-401 LIGHTNING PROTECTION - ROOF PLAN - NEW WORK

28 S-101 STRUCTURAL DETAILS AND NOTES - NEW WORK

29 S-102 STRUCTURAL KEY PLAN - NEW WORK

CODE ANALYSIS

Fort Harrison National Cemetery Henrico, Virginia

MAINTENANCE BUILDING REPAIRS

Project Number: 849-NRM19-15

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2018, TIER4 DESIGN, LLC.

WALKER FEDERAL SERVICES, LLC.

7820B WORMANS MILL ROAD

SUITE 162

FREDERICK, MARYLAND 21701

DESIGN OF MAINTENANCE

BUILDING REPAIRS

FORT HARRISON NATIONAL CEMETERY

849-NRM19-15

3001 & 3301

04-29-2020

FINAL CONSTRUCTION DOCUMENTS - r2 - ISSUED FOR CONSTRUCTION

APPLICABLE CODES:

2015 INTERNATIONAL BUILDING CODE

2015 INTERNATIONAL MECHANICAL CODE

2015 INTERNATIONAL PLUMBING CODE

2015 INTERNATIONAL ENERGY CONSERVATION CODE

ABA ACCESSIBILITY STANDARDS

ALTERATION LEVEL: 2

PRIMARY STRUCTURAL FRAME 0 HRS

BEARING WALLS EXTERIOR 2 HRS

INTERIOR NON BEARING

WALLS AND PARTITIONS 0 HRS

FLOOR CONSTRUCTION AND

ASSOCIATED SECONDARY

MEMBERS 0 HRS

2015 VIRGINIA CONSTRUCTION CODE

2015 VIRGINIA REHABILITATION CODE

2015 VIRGINIA MECHANICAL CODE

2015 VIRGINIA PLUMBING CODE

2015 VIRGINIA ENERGY CONSERVATION CODE

MAINTENANCE BUILDING PROPOSED

IIIB NO CHANGE

NONE NONE

+/- 11'-6" ONE STORY NO CHANGE

724 SF NO CHANGE

S-1 / 724 SF NO CHANGE

S-1 / 300 NO CHANGE

3 NO CHANGE

1 NO CHANGE

1 NO CHANGE

CONSTRUCTION TYPE:

FIRE SUPPRESSION SYSTEM:

BUILDING HEIGHT:

BUILDING AREA:

BUILDING USE GROUPS:

OCCUPANT LOADS BY USE GROUP:

TOTAL OCCUPANT LOAD

NUMBER OF EXIT: (REQUIRED)

EXITS PROVIDED

PRIMARY STRUCTURAL FRAME 0 HRS

BEARING WALLS EXTERIOR 2 HRS

INTERIOR NON BEARING

WALLS AND PARTITIONS 0 HRS

FLOOR CONSTRUCTION AND

ASSOCIATED SECONDARY

MEMBERS 0 HRS

FLAMMABLE STORAGE BUILDING PROPOSED

IIIB NO CHANGE

NONE NONE

+/- 10'-0" NO CHANGE

S-1 NO CHANGE

68 SF NO CHANGE

1 NO CHANGE

1 NO CHANGE

1 NO CHANGE

CONSTRUCTION TYPE:

FIRE SUPPRESSION SYSTEM:

BUILDING HEIGHT:

BUILDING USE GROUP:

BUILDING AREA:

OCCUPANT LOAD:

NUMBER OF EXIT: (REQUIRED)

EXITS PROVIDED

FW FW

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PRIME CONSULTANT

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CONSULTANTS

ABBREVIATIONS, SYMBOLS,

AND NOTES

GI-002

ABBREVIATIONS GENERAL NOTES

³

SYMBOLS

BREAK, ROUND (USER DEFINES SIZE)

BREAK, STRAIGHT (SEE SECTION INDICATORS,

BUILDING, WITH BREAK STANDARDS)

DETAIL INDICATOR

DETAIL INDICATOR

DETAIL INDICATOR FOR SMALL CONDITIONS

DIMENSION LINE

DOOR OPENING / DOOR NUMBER

DRAWING BLOCK TITLE, TYPICAL

ELEVATION INDICATOR, EXTERIOR

ELEVATION INDICATOR, INTERIOR, MULTIPLE VIEW

ELEVATION INDICATOR, INTERIOR, SINGLE VIEW

BUILDING SECTION INDICATOR

EXISTING CONSTRUCTION TO

REMAIN

EXISTING CONSTRUCTION TO

BE REMOVED

EXISTING DOOR

1. EXISTING CONDITIONS ARE BASED ON PLANS PREPARED PREVIOUSLY BY OTHERS AND MAY NOT REPRESENT EXACT CURRENT CONDITIONS. VERIFY ALL PRIOR TO WORK AND NOTIFY CONTRACTING

OFFICER IMMEDIATELY OF RELEVANT DISCREPANCIES.

2. FURNISH ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN

OR INFERRED BY THESE DOCUMENTS.

3. EXISTING UTILITY SERVICE LINES, POLES, VALVE BOXES, METERS, ETC. ARE TO REMAIN IN PLACE AND IN OPERATION, UNLESS THE PLANS SPECIFICALLY CALL FOR THEIR ADJUSTMENT. EXISTING

UTILITIES AND LOCATIONS, AS SHOWN ON THE PLANS, REPRESENT THE BEST INFORMATION

OBTAINABLE FOR DESIGN. THE PLAN LOCATIONS SHOWN ARE NOT GUARANTEED; VERIFY IN THE

FIELD.

4. DO NOT PROCEED WHEN OBSTRUCTIONS, CONFLICTS, AND/OR GRADE DIFFERENCES EXIST.

IMMEDIATELY NOTIFY CONTRACTING OFFICER. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY

FOR ALL DAMAGES, REVISIONS, AND REMEDIAL WORK, AS DETERMINED BY THE CONTRACTING

OFFICER, DUE TO FAILURE TO GIVE SUCH NOTIFICATION.

5. PROVIDE MINIMUM ADVANCED NOTICE OF FORTY-EIGHT (48) HOURS TO UTILITY COMPANIES

PRIOR TO STARTING ANY EXCAVATION AS FOLLOWS:

CONTACT MISS UTILITY 800-552-7001

6. COORDINATE ALL ACCESS, ROUTES OF ACCESS, AND STORAGE/PARKING AREAS WITH CEMETERY

STAFF. PROVIDE FLAGGERS WHEN CROSSING, ENTERING, AND WORKING IN AND ADJACENT TO

CITY STREETS. CLEAN ROADS USED BY CONTRACTOR'S FORCES DAILY AND AS DIRECTED BY

CONTRACTING OFFICER.

7. NO MATERIAL DELIVERY IS PERMITTED OVER EXISTING OR PROPOSED CEMETERY PAVED ROAD, EXCEPT AS SPECIFICALLY APPROVED BY CONTRACTING OFFICER AND CEMETERY STAFF.

8. COORDINATE CONSTRUCTION WORK WITH THE CONTRACTING OFFICER AND CEMETERY STAFF.

MAINTAIN AT LEAST ONE OPEN LANE AT ALL TIMES.

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

SCALE DIMENSIONS OFF THE DRAWINGS.

10. REMOVE DEBRIS, RUBBLE, AND OTHER WASTE MATERIALS FROM THE SITE AND DISPOSE OF

LEGALLY OFF GOVERNMENT'S PROPERTY.

11. COORDINATE THE PROTECTION OF ALL STRUCTURE, TREES, AND ROOT ZONES TO REMAIN

THROUGHOUT CONSTRUCTION. REVIEW SCOPE AND SCHEDULING OF ALL PROTECTION WITH

CONTRACTING OFFICER AND ARCHITECT.

12. RESTORE ALL AREAS AND ITEMS DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF THE

CONTRACTING OFFICER AND ARCHITECT.

13. SAWCUT OPENINGS IN FLOORS AND WALLS AS DIMENSIONED ON PLANS AND FOLLOWING

STRUCTURAL DRAWINGS FOR PROCEDURE.

14. REMOVE ALL EXISTING ABANDONED MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT

ABOVE-GRADE AND THOSE BELOW GRADE IDENTIFIED FOR REMOVAL. LEGALLY DISPOSE OF OFF

GOVERNMENT'S PROPERTY.

A1

A1

CT-1 FINISH TYPE

EQUIPMENT NUMBER

ACCESSORIES NUMBER

WALL TYPE

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2018, TIER4 DESIGN, LLC.

WALKER FEDERAL SERVICES, LLC.

7820B WORMANS MILL ROAD

SUITE 162

FREDERICK, MARYLAND 21701

DESIGN OF MAINTENANCE

BUILDING REPAIRS

FORT HARRISON NATIONAL CEMETERY

849-NRM19-15

3001 & 3301

04-29-2020

FINAL CONSTRUCTION DOCUMENTS - r2 - ISSUED FOR CONSTRUCTION

FW

SCOPE OF WORK

1. REMOVE EXISTING PLUMBING FIXTURES AND INTERIOR WALL IN RESTROOMS. PROVDE NEW SINGLE

ADA COMPLIANT RESTROOM.

2. REPLACE PLUMBING FIXTURES AND PIPING.

3. PROVIDE NEW WATER HEATER.

4. REPAIR HISTORIC EXTERIOR BRICK WALLS.

5. REPLACE WINDOWS.

6. PROVIDE NEW LIGHTNING PROTECTION SYSTEM, INSTALL NEW PANEL BOARD, LIGHT FIXTURES, WIRING AND CONDUITS.

DEDUCT ALTERNATES

THE FOLLOWING SHALL CONSTITUTE PROJECT DEDUCT ALTERNATES. REFER TO DRAWINGS AND

SPECIFICATIONS FOR FURTHER INSTRUCTIONS.

1. REMOVE ASPHALT PAVEMENT SECTION, SEE KEYNOTE 02, DRAWING AD-101. INSTALL NEW

CONCRETE PAVEMENT PER KEYNOTE 02, DRAWING AS-102.

2. LIGHTNING PROTECTION FOR FLAMMABLE STORAGE AND MAINTENANCE BUILDINGS. REFER TO

E-401 FOR DETAILS.

3. WORK AT CEMETERY ENTRANCE- ADA WARNING PLATE, ENTRY GATE STOP & CANE BOLT, BRONZE

ENTRY SIGN. SEE DRAWING 2/AS-201.

4. GARAGE ACCESSORIES, SEE DRWAING AND SCHEDULE ON A-401.

FW

AutoCAD SHX Text A/C AIR CONDITION AIR CONDITION A/E ARCHITECT/ENGINEER ARCHITECT/ENGINEER AB ANCHOR BOLT ANCHOR BOLT ACT ACOUSTICAL CEILING TILE ACOUSTICAL CEILING TILE AD AREA DRAIN AREA DRAIN ADA AMERICANS WITH DISABILITIES ACT AMERICANS WITH DISABILITIES ACT ADJ ADJACENT, ADJOINING, OR ADJACENT, ADJOINING, OR ADJUSTABLE ADMIN ADMINISTRATION ADMINISTRATION AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE ABOVE FINISHED GRADE AFS ABOVE FINISHED SLAB ABOVE FINISHED SLAB AHJ AUTHORITY HAVING JURISDICTION AUTHORITY HAVING JURISDICTION AHR ANCHOR ANCHOR AHU AIR HANDLING UNIT AIR HANDLING UNIT ALT ALTERNATE ALTERNATE AMP AMPERE AMPERE AMT AMOUNT AMOUNT ANOD ANODIZE ANODIZE ANSI AMERICAN NATIONAL STANDARDS AMERICAN NATIONAL STANDARDS INSTITUTE APA AMERICAN PLYWOOD ASSOCIATION AMERICAN PLYWOOD ASSOCIATION APPROX APPROXIMATE APPROXIMATE APT APARTMENT APARTMENT ARCH ARCHITECT ARCHITECT ASTM AMERICAN SOCIETY FOR TESTING AND AMERICAN SOCIETY FOR TESTING AND MATERIALS ATM AUTOMATIC TELLER MACHINE AUTOMATIC TELLER MACHINE AUTO AUTOMATIC AUTOMATIC AUX AUXILIARY AUXILIARY AV AUDIO VISUAL AUDIO VISUAL AVE AVENUE AVENUE AVG AVERAGE AVERAGE AWI ARCHITECTURAL WOODWORKING ARCHITECTURAL WOODWORKING INSTITUTE AWPA AMERICAN WOOD PRESERVERS' AMERICAN WOOD PRESERVERS' ASSOCIATION BITUM BITUMINOUS BITUMINOUS BKG BACKING BACKING BLD BUILD BUILD BLDG BUILDING BUILDING BLKT BLANKET BLANKET BLVD BOULEVARD BOULEVARD BM BEAM OR BENCHMARK BEAM OR BENCHMARK BOT BOTTOM BOTTOM BR BEDROOM BEDROOM

AutoCAD SHX Text CCTV CLOSED CIRCUIT TELEVISION CLOSED CIRCUIT TELEVISION CD CONSTRUCTION DOCUMENTS OR CONSTRUCTION DOCUMENTS OR CONTRACT DOCUMENTS CFM CUBIC FEET PER MINUTE CUBIC FEET PER MINUTE CJ CONSTRUCTION JOINT OR CONTROL CONSTRUCTION JOINT OR CONTROL JOINT CL CENTER LINE CENTER LINE CLDG CLADDING CLADDING CLG CEILING CEILING CH CEILING HEIGHT CEILING HEIGHT CLR CLEAR CLEAR cm² SQUARE CENTIMETER SQUARE CENTIMETER cm³ CUBIC CENTIMETER CUBIC CENTIMETER CM CONSTRUCTION MANAGEMENT CONSTRUCTION MANAGEMENT CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT COL COLUMN COLUMN CONC CONCRETE CONCRETE COND CONDENSER OR CONDITION CONDENSER OR CONDITION CONF CONFERENCE CONFERENCE CONN CONNECT CONNECT CONSTR CONSTRUCTION CONSTRUCTION CONT CONTINUE CONTINUE CONTR CONTRACTOR CONTRACTOR COORD COORDINATE COORDINATE CORR CORRIDOR CORRIDOR CSB CONCRETE SPLASH BLOCK CONCRETE SPLASH BLOCK CSG CASING CASING CSK COUNTER SUNK COUNTER SUNK CSMT CASEMENT CASEMENT CSWK CASEWORK CASEWORK CT CERAMIC TILE CERAMIC TILE CTRL CONTROL CONTROL CTV CABLE TELEVISION CABLE TELEVISION CU FT CUBIC FEET CUBIC FEET CU IN CUBIC INCH CUBIC INCH CU YD CUBIC YARD CUBIC YARD DAT DATUM DATUM DB DECIBEL DECIBEL DC DIRECT CURRENT DIRECT CURRENT DEG DEGREE DEGREE DEMO DEMOLITION DEMOLITION DEPT DEPARTMENT DEPARTMENT DF DRINKING FOUNTAIN DRINKING FOUNTAIN DIA DIAMETER DIAMETER DIFF DIFFERENCE OR DIFFUSER DIFFERENCE OR DIFFUSER DIM DIMENSION DIMENSION DISP DISPENSER DISPENSER DIST DISTANCE DISTANCE DIV DIVIDE OR DIVISION DIVIDE OR DIVISION DL DEAD LOAD DEAD LOAD DW DISHWASHER DISHWASHER DWG DRAWING DRAWING

AutoCAD SHX Text E EAST EAST E LABEL CLASS E DOOR CLASS E DOOR EA EACH EACH EFS EXTERIOR FINISH SYSTEM EXTERIOR FINISH SYSTEM EIFS EXTERIOR INSULATION AND FINISH EXTERIOR INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT EXPANSION JOINT EL ELEVATION ELEVATION ELAST ELASTOMERIC ELASTOMERIC ELEC ELECTRIC ELECTRIC ELEV ELEVATOR ELEVATOR EMER EMERGENCY EMERGENCY EMER SHR EMERGENCY SHOWER EMERGENCY SHOWER ENCL ENCLOSURE ENCLOSURE EPA ENVIRONMENTAL PROTECTION AGENCY ENVIRONMENTAL PROTECTION AGENCY EPDM ETHYLENE PROPYLENE DIENE ETHYLENE PROPYLENE DIENE MONOMER EQ EQUAL EQUAL EQL SP EQUALLY SPACED EQUALLY SPACED EQUIP EQUIPMENT EQUIPMENT EQUIV EQUIVALENT EQUIVALENT ERD EXISTING ROOF DRAIN EXISTING ROOF DRAIN EST ESTIMATE ESTIMATE ETC AND SO FORTH OR ET CETERA AND SO FORTH OR ET CETERA EXIST EXISTING EXISTING EXP EXPANSION OR EXPOSED EXPANSION OR EXPOSED F FAHRENHEIT OR FEMALE FAHRENHEIT OR FEMALE FA FIRE ALARM FIRE ALARM FAB FABRIC FABRIC FD FLOOR DRAIN FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FIRE DEPARTMENT CONNECTION FE FIRE EXTINGUISHER FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET FF FINISH FACE FINISH FACE FF EL FINISH FLOOR ELEVATION FINISH FLOOR ELEVATION FF&E FURNITURE, FIXTURE, AND EQUIPMENT FURNITURE, FIXTURE, AND EQUIPMENT FIN FINISH FINISH FIXT FIXTURE FIXTURE FL FLOORLINE FLOORLINE FLASH FLASHING FLASHING FLR FLOOR FLOOR FT FEET OR FOOT FEET OR FOOT FTG FOOTING FOOTING FURN FURNISH OR FURNITURE FURNISH OR FURNITURE FWC FABRIC WALLCOVERING FABRIC WALLCOVERING

AutoCAD SHX Text GA GAGE OR GYPSUM ASSOCIATION GAGE OR GYPSUM ASSOCIATION GAL GALLON GALLON GALV GALVANIC OR GALVANIZED GALVANIC OR GALVANIZED GALV STL GALVANIZED STEEL GALVANIZED STEEL GB GRAB BAR GRAB BAR GC GENERAL CONTRACTOR GENERAL CONTRACTOR GEN GENERAL OR GENERATOR GENERAL OR GENERATOR GYP GYPSUM GYPSUM GYP BD GYPSUM BOARD GYPSUM BOARD GYP PLAS GYPSUM PLASTER GYPSUM PLASTER HAZ MAT HAZARDOUS MATERIALS HAZARDOUS MATERIALS HB HOSE BIBB HOSE BIBB HDR HEADER HEADER HDW HARDWARE HARDWARE HEX HEXAGON HEXAGON HF HIGH FREQUENCY HIGH FREQUENCY HGR HANGER HANGER HM HECTOMETER HECTOMETER HM HOLLOW METAL HOLLOW METAL HMD HOLLOW METAL DOOR HOLLOW METAL DOOR HMDF HOLLOW METAL DOOR AND FRAME HOLLOW METAL DOOR AND FRAME HMF HOLLOW METAL FRAME HOLLOW METAL FRAME HNDRL HANDRAIL HANDRAIL HORIZ HORIZONTAL HORIZONTAL HOSP HOSPITAL HOSPITAL HP HIGH PRESSURE OR HORSEPOWER HIGH PRESSURE OR HORSEPOWER HQ HEADQUARTERS HEADQUARTERS HT HEIGHT HEIGHT HVAC HEATING, VENTILATING, AND AIR HEATING, VENTILATING, AND AIR CONDITIONING HVY HEAVY HEAVY HW HOT WATER HOT WATER HYD HYDRANT HYDRANT HYDR HYDRAULIC HYDRAULIC INCL INCLUDED INCLUDED INFO INFORMATION INFORMATION INSUL INSULATION INSULATION INT INTERIOR INTERIOR INTERCOM INTERCOMMUNICATION INTERCOMMUNICATION JAN JANITOR JANITOR J-BOX JUNCTION BOX JUNCTION BOX L ANGLE ANGLE LAB LABORATORY LABORATORY LAD LADDER LADDER LAM LAMINATE LAMINATE LAM GL LAMINATED GLASS LAMINATED GLASS LAU LAUNDRY LAUNDRY LAV LAVATORY LAVATORY LBS POUND POUND LF LINEAR FEET (FOOT)LINEAR FEET (FOOT)

AutoCAD SHX Text LH LEFT HAND LEFT HAND LHR LEFT HAND REVERSE LEFT HAND REVERSE LIB LIBRARY LIBRARY LIN LINEAR LINEAR LINO LINOLEUM LINOLEUM LR LIVING ROOM LIVING ROOM LRG LARGE LARGE LS LUMP SUM LUMP SUM LT LIGHT LIGHT MACH MACHINE MACHINE MACH RM MACHINE ROOM MACHINE ROOM MAINT MAINTENANCE MAINTENANCE MAX MAXIMUM MAXIMUM MB MACHINE BOLT MACHINE BOLT MECH MECHANICAL MECHANICAL MECH RM MECHANICAL ROOM MECHANICAL ROOM MED MEDICAL MEDIUM MEDICAL MEDIUM MED MEDIUM MEDICAL MEDIUM MEDICAL MEZZ MEZZANINE MEZZANINE MF MILL FINISH MILL FINISH MFD MANUFACTURED MANUFACTURED MFG MANUFACTURING MANUFACTURING MFR MANUFACTURER MANUFACTURER MIN MINIMUM MINUTE MINIMUM MINUTE MIRR MIRROR MIRROR MISC MISCELLANEOUS MISCELLANEOUS mm MILLIMETER MILLIMETER MO MASONRY OPENING OR MOTOR MASONRY OPENING OR MOTOR OPERATED MTD MOUNTED MOUNTED MTG MOUNTING MOUNTING N NORTH NORTH NA NOT APPLICABLE NOT APPLICABLE NFPA NATIONAL FIRE PROTECTION NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NOT IN CONTRACT NO NUMBER NUMBER NOM NOMINAL NOMINAL NR NOISE REDUCTION NOISE REDUCTION NRC NOISE REDUCTION COEFFICIENT NOISE REDUCTION COEFFICIENT

AutoCAD SHX Text OA OUTSIDE AIR OR OVERALL OUTSIDE AIR OR OVERALL OC ON CENTER ON CENTER OFD OVERFLOW DRAIN OVERFLOW DRAIN OH DR OVERHEAD (COILING) DOOR OVERHEAD (COILING) DOOR OPH OPPOSITE HAND OPPOSITE HAND OPNG OPENING OPENING OPP OPPOSITE OPPOSITE OPT OPTIONAL OPTIONAL OR OPERATING ROOM OR OUTSIDE RADIUS OPERATING ROOM OR OUTSIDE RADIUS ORIG ORIGINAL ORIGINAL ORN ORNAMENTAL ORNAMENTAL OSHA OCCUPATIONAL SAFETY AND HEALTH OCCUPATIONAL SAFETY AND HEALTH ADMINSTRATION OZ OUNCE OUNCE PERP PERPENDICULAR PERPENDICULAR PL PROPERTY LINE PROPERTY LINE PLAM PLASTIC LAMINATE PLASTIC LAMINATE PLAS PLASTER OR PLASTIC PLASTER OR PLASTIC PLYWD PLYWOOD PLYWOOD PNL PANEL PANEL PO PURCHASE ORDER POST OFFICE PURCHASE ORDER POST OFFICE POLY POLYETHYLENE (PLASTIC) POLYETHYLENE (PLASTIC) PR PAIR PAIR PRCST PRECAST PRECAST PREFAB PREFABRICATE PREFABRICATE PRKG PARKING PARKING PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PT PAINT, PNEUMATIC TUBE, OR PAINT, PNEUMATIC TUBE, OR PRESSURE TREATED PTD PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER PTN PARTITION PARTITION PWR POWER POWER QA QUALITY ASSURANCE QUALITY ASSURANCE QC QUALITY CONTROL QUALITY CONTROL QT QUARRY TILE QUARRY TILE QTB QUARRY TILE BASE QUARRY TILE BASE QTF QUARRY TILE FLOOR QUARRY TILE FLOOR QTR QUARTER QUARTER QTY QUANTITY QUANTITY QUAD QUADRANT QUADRANT QUAL QUALITY QUALITY R RADIUS OR RISER RADIUS OR RISER RA RETURN AIR RETURN AIR RCP REFLECTED CEILING PLAN REFLECTED CEILING PLAN RD ROAD OR ROOF DRAIN ROAD OR ROOF DRAIN REC RECESSED RECESSED RECD RECEIVED RECEIVED RECPT RECEPTACLE RECEPTACLE REF REFERENCE OR REFRIGERATOR REFERENCE OR REFRIGERATOR REFR REFRACTORY REFRIGERATION REFRACTORY REFRIGERATION

AutoCAD SHX Text REINF REINFORCE REINFORCE REQ REQUIRE REQUIRE REV REVISION REVISION RFI REQUEST FOR INFORMATION REQUEST FOR INFORMATION RFP REQUEST FOR PROPOSAL REQUEST FOR PROPOSAL RH RIGHT HAND RIGHT HAND RM ROOM ROOM RO ROUGH OPENING ROUGH OPENING ROW RIGHT OF WAY RIGHT OF WAY RPM REVOLUTIONS PER MINUTE REVOLUTIONS PER MINUTE SA SUPPLY AIR SUPPLY AIR SF SQUARE FOOT (FEET) SQUARE FOOT (FEET) SHT SHEET SHEET SPEC SPECIFICATION SPECIFICATION SPKLR SPRINKLER SPRINKLER SPKR SPEAKER SPEAKER SQ SQUARE SQUARE SQ IN SQUARE INCH SQUARE INCH SQ YD SQUARE YARD SQUARE YARD SS SANITARY SEWER OR SERVICE SINK SANITARY SEWER OR SERVICE SINK SST STAINLESS STEEL STAINLESS STEEL STC SOUND TRANSMISSION CLASS SOUND TRANSMISSION CLASS STD STANDARD STANDARD STIF STIFFENER STIFFENER STL JST STEEL JOIST STEEL JOIST STL LNTL STEEL LINTEL STEEL LINTEL STL PL STEEL PLATE STEEL PLATE STL RF DK STEEL ROOF DECK STEEL ROOF DECK STL TB STEEL TUBE STEEL TUBE STL TR STEEL TRUSS STEEL TRUSS STNLS STAINLESS STAINLESS STOR STORAGE STORAGE

AutoCAD SHX Text T TREAD TREAD T&G TONGUE AND GROOVE TONGUE AND GROOVE THERM THERMAL THERMAL THK THICKNESS THICKNESS THRES THRESHOLD THRESHOLD THRU THROUGH THROUGH TO FDN TOP OF FOUNDATION TOP OF FOUNDATION TOB TOP OF BEAM TOP OF BEAM TOM TOP OF MASONRY TOP OF MASONRY TOP TOP OF PARAPET TOP OF PARAPET TOS TOP OF STEEL TOP OF STEEL TOW TOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL UL UNDERWRITERS LABORATORIES UNDERWRITERS LABORATORIES UON UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY UNINTERRUPTIBLE POWER SUPPLY UTIL UTILITY UTILITY UV ULTRAVIOLET ULTRAVIOLET V VOLT VOLT VAC VACUUM VACUUM VAR VARIES VARIES VCT VINYL COMPOSITION TILE VITRIFIED CLAY TILE VINYL COMPOSITION TILE VITRIFIED CLAY TILE VENT VENTILATION VENTILATION VERT VERTICAL VERTICAL VEST VESTIBULE VESTIBULE VIF VERIFY IN FIELD VERIFY IN FIELD VOC VOLATILE ORGANIC COMPOUND VOLATILE ORGANIC COMPOUND VOL VOLUME VOLUME VOLT VOLTAGE VOLTAGE VP VENEER PLASTER VENEER PLASTER VR VAPOR RETARDER VAPOR RETARDER VTR VENT THROUGH ROOF VENT THROUGH ROOF VWC VINYL WALL COVERING VINYL WALL COVERING VWF VINYL WALL FABRIC VINYL WALL FABRIC W WIDE OR WEST WIDE OR WEST W/ WITH WITH W/O WITHOUT WITHOUT WC WALL COVERING OR WATER CLOSET WALL COVERING OR WATER CLOSET WC WL HNG WATER CLOSET, WALL HUNG WATER CLOSET, WALL HUNG WD WOOD WOOD WM WIRE MESH WIRE MESH WP WATERPROOFING WATERPROOFING WPD WATER PRESSURE DROP WATER PRESSURE DROP WPM WATERPROOF MEMBRANE WATERPROOF MEMBRANE WR WEATHER RESISTANT WEATHER RESISTANT WS WEATHERSTRIP WEATHERSTRIP WSCT WAINSCOT WAINSCOT WT WEIGHT WEIGHT WWF WELDED WIRE FABRIC WELDED WIRE FABRIC X BRACE CROSS BRACE CROSS BRACE XPS EXTRUDED POLYSTYRENE BOARD (INSULATION) EXTRUDED POLYSTYRENE BOARD (INSULATION) YD YARD YARD YR YEAR YEAR

AutoCAD SHX Text

DRAWING BLOCK TITLE

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PRIME CONSULTANT

SEPTIC TANK

FLAMMABLE STORAGE BUILDING

#3301

SECTION C

SECTION D

SECTION E

SECTION A

SECTION F

SEPTIC TANK

3" OPEN TILE

3" OPEN TILE

3" OPEN TILE

3" O

PE

N

TIL

E

3" DRAIN LINE

4" C.I. SOIL PIPE

3" C.I. SOIL PIPE

6" D

RA

IN

LI

NE

DEEP WELL

4" T.

C.

W

AT

ER

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NE

GUN MONUMENTFLAG POLE

SECTION B

LODGE

BUILDING

PORCH

3" O

PE

N

TIL

E

3" D

RA

IN

LI

NE

W

AT

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LI

NE

VA

RI

NA

R

OA

D

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RI

NA

R

OA

D

BRICK WALL

BRICK WALL

BR

IC

K W

AL

L

BR

IC

K W

AL

L

BR

IC

K W

AL

L

BR

IC

K W

AL

L

FLAG POLE

MAINTENANCE

BUILDING #3001

EXISTING BENCH & PLANTER

OHP

OHP

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OHP

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OHD

OHD

OHD

OHD

OHD

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OHD

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OHD

OHD

OHD

OHD

OHP

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OHPCRITICAL ROOT ZONE

EL

EC

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SITE PLAN - EXISTING

GI-003

SITE PLAN GRAPHIC LEGEND

WATER LINE

UNDERGROUND ELECTRIC LINE

OVERHEAD DATA LINE

OVERHEAD POWER LINE

DRAIN LINE

OPEN TILE DRAINAGE

CAST IRON SOIL PIPE

CONSTRUCTION FENCE

DRAINAGE INLET

CONCRETE PAVEMENT

CRITICAL ROOT ZONE

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2018, TIER4 DESIGN, LLC.

WALKER FEDERAL SERVICES, LLC.

7820B WORMANS MILL ROAD

SUITE 162

FREDERICK, MARYLAND 21701

DESIGN OF MAINTENANCE

BUILDING REPAIRS

FORT HARRISON NATIONAL CEMETERY

849-NRM19-15

3001 & 3301

04-29-2020

FINAL CONSTRUCTION DOCUMENTS - r2 - ISSUED FOR CONSTRUCTION

CEMETERY

ENTRANCE

0 10 20 40 60

ASPHALT

DRIVEWAY

EXISTING TRASH

DUMPSTER

BJ FW

SCALE: 1:20

REFER TO DRAWINGS

AD-101 AND AS-101 FOR

SITE DEMOLITION AND

NEW WORK

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AutoCAD SHX Text

PRIME CONSULTANT

OHP

OHP

OHP

OPH

OHP

OHP

OHP

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

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OHD

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SEPTIC TANK

SECTION C

SEPTIC TANK

3" OPEN TILE

3" OPEN TILE

3" OPEN TILE

3" O

PE

N

TIL

E

3" DRAIN LINE

4" C.I. SOIL PIPE

3" C.I. SOIL PIPE

DEEP WELL

4" T.

C.

W

AT

ER

LI

NE

GUN MONUMENT

FLAG POLE

SECTION B

W

AT

ER

LI

NE

BRICK WALL

BR

IC

K W

AL

L

BR

IC

K W

AL

L

FLAG POLE

CRITICAL ROOT ZONE

EXISTING BENCH & PLANTER

MAINTENANCE BUILDING #3001

LODGE BUILDING

PORCH

FLAMMABLE

STORAGE

BUILDING

#3301

CF

OH

D

OH

P

OH

P

OH

D

TREE PROTECTION PLAN

TP-101

SITE PLAN GRAPHIC LEGEND

WATER LINE

UNDERGROUND ELECTRIC LINE

OVERHEAD DATA LINE

OVERHEAD POWER LINE

DRAIN LINE

OPEN TILE DRAINAGE

CAST IRON SOIL PIPE

CONSTRUCTION FENCE & LIMITS OF WORK

DRAINAGE INLET

CONCRETE PAVEMENT

CRITICAL ROOT ZONE

CONSTRUCTION STAGING AREA

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2018, TIER4 DESIGN, LLC.

WALKER FEDERAL SERVICES, LLC.

7820B WORMANS MILL ROAD

SUITE 162

FREDERICK, MARYLAND 21701

DESIGN OF MAINTENANCE

BUILDING REPAIRS

FORT HARRISON NATIONAL CEMETERY

849-NRM19-15

3001 & 3301

04-29-2020

FINAL CONSTRUCTION DOCUMENTS - r2 - ISSUED FOR CONSTRUCTION

TREE PROTECTION PLAN KEYNOTES LEGEND

CRITICAL ROOT ZONE. FOOT TRAFFIC ONLY. PROVIDE HEAVY CONSTRUCTION MATTING FOR ANY STORED

MATERIALS AND EQUIPMENT OPERATION. RESTORE ALL DAMAGED TURF.

MINIMUM LENGTH OF AIRSPADE EXCAVATION. REFER TO SPECIFICATIONS FOR FURTHER DETAILS.

ASPHALT

DRIVEWAY

CEMETERY

ENTRANCE

CONSTRUCTION

STAGING AREA

EXISTING TRASH

DUMPSTER

AD-102

AD-102

0 5 10 20 30

BJ FW

SCALE: 1:10

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PRIME CONSULTANT

OHP

OHP

OPH

OHP

OHP

OHP

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHP

OHP

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OHP

OPH

OHP

OHP

OHP

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OHP

OHP

OPH

OHP

C F

CF CF CF CF CF

C F

CF CF CF CF

C F

C F

C F

C F

C F

C F

C F

C F

C F

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C F

C F

C F

C F

C F

C F

C F

C F

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CF CF

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CF

SEPTIC TANK

SECTION C

SEPTIC TANK

3" OPEN TILE

3" OPEN TILE

3" OPEN TILE

3" O

PE

N

TIL

E

3" DRAIN LINE

4" C.I. SOIL PIPE

3" C.I. SOIL PIPE

DEEP WELL

4" T.

C.

W

AT

ER

LI

NE

GUN MONUMENT

FLAG POLE

SECTION B

W

AT

ER

LI

NE

BRICK WALL

BR

IC

K W

AL

L

BR

IC

K W

AL

L

FLAG POLE

CRITICAL ROOT ZONE

EXISTING BENCH & PLANTER

MAINTENANCE BUILDING #3001

LODGE BUILDING

PORCH

FLAMMABLE

STORAGE

BUILDING

#3301

CF

OH

D

OH

P

OH

P

OH

D

SITE PLAN - DEMOLITION

AD-101

SITE PLAN GRAPHIC LEGEND

WATER LINE

UNDERGROUND ELECTRIC LINE

OVERHEAD DATA LINE

OVERHEAD POWER LINE

DRAIN LINE

OPEN TILE DRAINAGE

CAST IRON SOIL PIPE

CONSTRUCTION FENCE & LIMITS OF WORK

DRAINAGE INLET

DEMOLISHED ELEMENT

CONCRETE PAVEMENT

NEW UNDERGROUND ELECTRICAL CONDUIT AND DUCT

CRITICAL ROOT ZONE

CONSTRUCTION STAGING AREA

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2018, TIER4 DESIGN, LLC.

WALKER FEDERAL SERVICES, LLC.

7820B WORMANS MILL ROAD

SUITE 162

FREDERICK, MARYLAND 21701

DESIGN OF MAINTENANCE

BUILDING REPAIRS

FORT HARRISON NATIONAL CEMETERY

849-NRM19-15

3001 & 3301

04-29-2020

FINAL CONSTRUCTION DOCUMENTS - r2 - ISSUED FOR CONSTRUCTION

SITE PLAN KEYNOTES LEGEND

SAWCUT PAVEMENT AT EXISTING CONTROL JOINTS, TYP. REFER TO ELECTRICAL DRAWINGS FOR LOCATION OF

NEW UNDERGROUND ELECTRIC UTILITY LINE.

DEDUCT ALTERNATE NO. 1: CUT AND REMOVE ALLIGATORED ASPHALT PAVEMENT, FULL SECTION . AREA SHOWN IS APPROXIMATELY 1,773 SF, VERIFY ACTUAL AREA IN FIELD. PROVIDE NEW CONCRETE PAVEMENT

WITH POSITIVE DRAINAGE, MINIMUM 2% SLOPE.

DEDUCT ALTERNATE NO. 1: DEMOLISH PORTION OF SIDEWALK AS SHOWN. REFER TO DRAWING AS-202 FOR

NEW CONCRETE PAVING DETAILS.

EXISTING SIDEWALK TO REMAIN.

DEMOLISH EXISTING BROKEN SIDEWALK.

REFER TO DRAWING AD-102 FOR SIDEWALK DEMOLITION WORK NEAR MAINTENANCE BUILDING.

CRITICAL ROOT-ZONE. FOOT TRAFFIC ONLY.

ASPHALT

DRIVEWAY

CEMETERY

ENTRANCE

NEAREST EXISTING

JOINT

CONSTRUCTION

STAGING AREA

EXISTING TRASH

DUMPSTER

AD-102

AD-102

0 5 10 20 30

SITE PLAN GENERAL NOTES

1. EXISTING CONDITIONS ARE BASED ON PLANS PREPARED PREVIOUSLY BY OTHERS AND MAY NOT REPRESENT

EXACT CURRENT CONDITIONS. VERIFY ALL PRIOR TO WORK AND NOTIFY CONTRACTING OFFICER

IMMEDIATELY OF RELEVANT DISCREPANCIES.

2. VERIFY ALL EXISTING GRADE ELEVATIONS AND BUILDING CONDITIONS PIOR TO START OF CONSTRUCTION.

3. SAWCUT ALL PAVEMENT TO BE DEMOLISHED PARALLEL AND PERPENDICULAR TO EXISTING.

4. RESTORE EXISTING PAVEMENTS, PLANTER WALLS/EDGING, AND OTHER ADJACENCIES TO REMAIN THAT ARE

DAMAGED DURING CONSTRUCTION.

5. LOCATION OF UTILITIES SHOWN ARE APPROXIMATE AND NOT BASED ON SUBSURFACE EXPLORATION.

CONTRACTOR IS RESPONSIBLE FOR LOCATING AND AVOIDING ALL KNOWN AND UNKNOWN BURIED UTILITIES

AND STRUCTURES PRIOR TO CONSTRUCTION.

BJ FW

SCALE: 1:10

EXISTING JOINT

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AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text

PRIME CONSULTANT

OHP

OHP

OPH

OHP

OHP

OHP

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHP

OHP

OHP

OHP

OPH

OHP

OHP

OHP

OHP

OHP

OHP

OPH

OHP

C F

CF CF CF CF CF

C F

CF CF CF CF

C F

C F

C F

C F

C F

C F

C F

C F

C F

CF CF

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CFCFCF

C F

C F

C F

C F

C F

C F

C F

C F

CF

CF

CF

CF CF

CF

CF

SEPTIC TANK

SECTION C

SEPTIC TANK

3" OPEN TILE

3" OPEN TILE

3" OPEN TILE

3" O

PE

N

TIL

E

3" DRAIN LINE

4" C.I. SOIL PIPE

3" C.I. SOIL PIPE

DEEP WELL

4" T.

C.

NE

W

U

ND

ER

GR

OU

ND

EL

EC

TR

IC

AL

C

ON

DU

IT

AN

D

DU

CT

W

AT

ER

LI

NE

GUN MONUMENT

FLAG POLE

SECTION B

W

AT

ER

LI

NE

BRICK WALL

BR

IC

K W

AL

L

BR

IC

K W

AL

L

FLAG POLE

CRITICAL ROOT ZONE

EXISTING BENCH & PLANTER

MAINTENANCE BUILDING #3001

LODGE BUILDING

PORCH

FLAMMABLE

STORAGE

BUILDING

#3301

EJEJEJ

EJEJ

EJ

EJ

EJ

EJ

CF

OH

D

OH

D

OH

P

OH

P

ENLARGED PARTIAL SITE PLAN

AS-101

SITE PLAN GRAPHIC LEGEND

WATER LINE

ELECTRIC LINE

OVERHEAD DATA LINE

OVERHEAD POWER LINE

DRAIN LINE

OPEN TILE DRAINAGE

CAST IRON SOIL PIPE

CONSTRUCTION FENCE

DRAINAGE INLET

DEMOLISH ELEMENT

CONCRETE PAVEMENT

NEW UNDERGROUND ELECTRICAL CONDUIT AND DUCT

CRITICAL ROOT ZONE

CONSTRUCTION STAGING AREA

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2018, TIER4 DESIGN, LLC.

WALKER FEDERAL SERVICES, LLC.

7820B WORMANS MILL ROAD

SUITE 162

FREDERICK, MARYLAND 21701

DESIGN OF MAINTENANCE

BUILDING REPAIRS

FORT HARRISON NATIONAL CEMETERY

849-NRM19-15

3001 & 3301

04-29-2020

FINAL CONSTRUCTION DOCUMENTS - r2 - ISSUED FOR CONSTRUCTION

SITE PLAN KEYNOTES LEGEND

CONCRETE PAVEMENT, PEDESTRIAN. SEE DRAWING AS-202.

DEDUCT ALTERNATE NO. 1.: PROVIDE NEW VEHICULAR CONCRETE PAVEMENT WITH POSITIVE DRAINAGE, MINIMUM 2% SLOPE. REFER TO 2/AS-202.

CRITICAL ROOT ZONE. FOOT TRAFFIC ONLY. PROVIDE HEAVY CONSTRUCTION MATTING FOR ANY STORED

MATERIALS AND EQUIPMENT OPERATION. RESTORE ALL DAMAGED TURF.

EXPANSION JOINT, TYP.

SEE 5/AS-202 FOR JOINTING DETAIL BETWEEN PEDESTRIAN AND VEHICULAR CONCRETE.

PROVIDE TEMPORARY SINGLE ADA COMPLIANT PORTABLE TOILET UNIT

PROVIDE TEMPORARY HAND SANITIZING STATION.

SAWCUT ASPHALT EDGE, POUR CONCRETE NEXT TO EXISTING ASPHALT, TYP.

ASPHALT

DRIVEWAY

CEMETERY

ENTRANCE

EXISTING JOINT

AS-201

CONSTRUCTION

STAGING AREA

EXISTING TRASH

DUMPSTER

A-101

A-101

0 5 10 20 30

SITE PLAN GENERAL NOTES

1. EXISTING CONDITIONS ARE BASED ON PLANS PREPARED PREVIOUSLY BY OTHERS AND

MAY NOT REPRESENT EXACT CURRENT CONDITIONS. VERIFY ALL PRIOR TO WORK AND

NOTIFY CONTRACTING OFFICER IMMEDIATELY OF RELEVANT DISCREPANCIES.

2. VERIFY ALL EXISTING GRADE ELEVATIONS AND BUILDING CONDITIONS PIOR TO START

OF CONSTRUCTION.

3. ALL CONCRETE PAVEMENT SAWCUT LINES SHALL BE PARALLEL TO EXISTING.

4. RESTORE EXISTING PAVEMENTS, PLANTER WALLS/EDGING, AND OTHER ADJACIES TO

REMAIN THAT ARE DAMAGED DURING CONSTRUCTION.

5. LOCATION OF UTILITIES SHOWN ARE APPROXIMATE AND NOT BASED ON SUBSURFACE

EXPLORATION. CONTRACTOR IS RESPONSIBLE FOR LOCATING KNOWN AND

UNKNOWN BURIED UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION.

BJ

FW

AS-201

EXISTING JOINT

AS-202

AS-202

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PRIME CONSULTANT

2'-0"

3'- 0"

+/- 3'-10"2'-0", VIF

2'- 0"

, V

IF

- 5

'-3

A. ELEVATION

B. PLAN

EXISTING CONCRETE PIERS

CEMETERY

ENTRANCE

EXISTING

CEMETERY PLAQUENEW CEMETERY ENTRANCE SIGN

8"

6"

1/ 2"

1/ 4"3/

8" 3/

4"

6" SQ

ICON

AREA

RESTROOM

BRAILLE

BUILDING

1'-6"

2" 2"

2" 4"

1' -1

5' -0

" A .F

.F

CL

TIMES ROMAN

CEMETERY

ENTRANCE

2"2"

1'- 2"

EQ

EQ

RAISED CHARACTERS; 2" H

TIMES ROMAN, COLOR: GOLD

WALL MOUNTED CAST

BRONZE PLAQUE91 2"

1'-8"

2'-0" VIF

EDGE OF EXISTING PIER

BEVELED BORDERS, GOLD

1'-6"

2" 2"

2" 4"

1' -1

5' -0

" A .F

.F

BUILDING

CL

TIMES ROMAN

Building

ITEM MANUFACTURER MODEL SIZE FINISH COLOR OTHER

OTHER

DETECTABLE WARNING

PLATES NEENAH FOUNDRY; 920-725-7000 4984-36B 24" x 36" ECOBAKE N/A PROVIDE MFR'S STANDARD PROTECTIVE

PLASTIC SHEETING

CANE BOLT GATE LATCH USA; 503-717-9356 194830 5/8" x 24" SHOP FINISHED W/ GATE OVER

MFR'S BRUSHED STAINLESS MATCH ADJACENT GATE

PRODUCT SCHEDULE

1'-6"

2" 2"

2" 4"

1' -1

5' -0

" A .F

.F

BUILDING

CL

TIMES ROMAN

TYPE DRAWING NO. SIZE QTY LOCATION

S-1 1/AS-201 8" H X 6" W 1 MAINTENANCE BUILDING RESTROOM

S-2 2/AS-201 1'-3" H X 1'-8" W 1 CEMETERY ENTRANCE

S-3 5/AS-201 1'-1" H X 1'-6" W 1 MAINTENANCE BUILDING

S-4 6/AS-201 1'-1" H X 1'-6" W 1 FLAMMABLE STORAGE BUILDING

S-5 7/AS-201 1'-1" H X 1'-6" W 1 LODGE BUILDING

SIGNAGE SCHEDULE

CANE BOLT

1" = 1'-0"

ADJACENT CONCRETE SIDEWALK

TURNDOWN FOOTING

1"Ø PRESET STAINLESS OR BRONZE STEEL

SLEEVE

8"

4" 4" 4"

3 4" 61 2"

1'- 3"

4"

NOTES:

1. EXISTING GATE FINISH CONTAINS LEAD-BASED PAINT. STRIP EXISTING FINISH PRIOR TO ATTACHING NEW COMPONENTS. ADHERE TO

028333.13 "LEAD-BASED PAINT REMOVAL AND DISPOSAL".

2. GRIND SMOOTH ALL WELDS AND REMOVE BURRS PRIOR TO FINISHING.

3. PRIME ACCORDING TO SSPC-SP2 AND SP3 AND APPLY 2 COATS OF SHOP-APPLIED PAINT IN ACCORDANCE WITH NAAMM METAL

FINISHES MANUAL. MATCH ADJACENT GATE'S COLOR/GLOSS. APPLY 1 COAT OF PRIMER AND 2 COATS OF FINISH PAINT. REFER TO

FINISH SCHEDULE ON A-401 FOR PRIMER AND FINISH COAT SPECIFICATIONS.

4. VERIFY CANE BOLT MOUNTING DIMENSIONS AND ALL BRACKETS/ANGLES W/ MFR'S REQUIREMENTS. ADJUST AS APPROVED BY COR.

5. PRIOR TO POURING CONCRETE, DEMONSTRATE TO COR THAT ENGAGING CANE BOLT INTO AS-BUILT SLEEVE LOCATION WILL HOLD

GATE IN THE OPEN POSITION AT ±90° WITHOUT STRESSING HINGES OR CONTACTING PIER. OBTAIN COR'S AUTHORIZATION TO

PROCEED WITH CONCRETE POUR AND SLEEVE INSTALLATION.

2"x4" STEEL ANGLE; PROVIDE 14"

RADIUS ON EXPOSED CORNERS;

WELD TO GATE FRAME

CANE BOLT LOWER BRACKET; AFFIX TO

ANGLE BRACKET W/ MACHINE SCREWS &

ACORN NUTS

CANE BOLT UPPER BRACKET; BOLT

TO ANGLE BRACKET

CANE BOLT

A. ELEVATIONB. END ELEVATION

C. PLAN

R4"

4"

TOOL UNIFORM 3/16" RADIUS (TYP.)

EXISTING ADJACENT PAVING; DO

NOT DISTURB

DETECTABLE WARNING PLATES; REFER TO

PRODUCT SCHEDULE

NOTES:

1. REFER TO MFR'S WRITTEN SPECIFICATIONS AND INSTRUCTIONS.

2. SET PLATES IN A UNIFORM PLANE MATCHING DESIGN GRADES.

3. SET PLATES FLUSH W/ ADJACENT SURFACES & REMOVE CONCRETE FINS.

4. SAWCUT BOTH SIDES OF PLATES AT EQUAL INTERVALS, EVERY +/-8TH UNIT, TO MATCH CURVED EDGE OF

PAVEMENT; GRIND TO REMOVE BURRS; DO NOT MARR FACE; DO N0T CUT DOMES. USE RAIL GUIDES OR

EQUIVALENT TO MAINTAIN STRAIGHT CUTS.

DETECTABLE WARNING

1 1/2" = 1'-0"

AS-202

CONCRETE PAVING - PEDESTRIAN

(SIM.)

3" (T

YP

6"4"

5" 6"

(4) #4 REBARS

1/ 2"

1/ 2"

CONCEALED MOUNTING IN

CONCRETE PIER

RAISED LETTERS

BEVELED BORDERS

SITE DETAILS & SCHEDULES

AS-201

INSTALL GATE STOP AND CANE BOLT ON

GATE. SEE DETAIL 10/AS-201.

EXISTING

PLANTER

ASPHALT

DRIVEWAY

CEMETERY

ENTRANCE

BJ

NCA SIGNAGE NO. NC-15.03

UNISEX RESTROOM

NOTES:

1. NCA SIGNAGE NO. NC-08.01 WALL SIGN - SMALL; SIMILAR

NOTE: ALUMINUM WALL PANEL SIGNS SHALL BE FASTENED WITH A MINIMUM OF 4

TAMPER RESISTANT MECHANICAL FASTENERS.

EXIST.

PARKING

STRIPING

AS-201

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2018, TIER4 DESIGN, LLC.

WALKER FEDERAL SERVICES, LLC.

7820B WORMANS MILL ROAD

SUITE 162

FREDERICK, MARYLAND 21701

DESIGN OF MAINTENANCE

BUILDING REPAIRS

FORT HARRISON NATIONAL CEMETERY

849-NRM19-15

3001 & 3301

04-29-2020

FINAL CONSTRUCTION DOCUMENTS - r2 - ISSUED FOR CONSTRUCTION

3 S-2 CEMETERY ENTRANCE SIGN

1/2" = 1'-0"

2 CEMETERY ENTRANCE

1/4" = 1'-0"

4 S-2 CEMETERY ENTRANCE SIGN DETAIL

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

AS-201

5 S-3 MAINTENANCE BUILDING 3001

3" = 1'-0"

6 S-4 FLAMMABLE STORAGE BUILDING 3301

3" = 1'-0"

1 S-1 RESTROOM SIGN

6" = 1'-0"

5'- 0"

8 LODGE BUILDING FRONT VIEW

NTS

SIGN TYPE S-5

CENTER SIGN

ON WALL

CL

7 S-5 LODGE BUILDING 2101

3" = 1'-0"

NEW DETECTABLE WARNING PLATE.

SEE DETAIL 11/AS-201.

NEW CEMETERY ENTRANCE SIGN.

SEE DETAIL 4 & 4a/AS-201.

FW

NEW CONCRETE PAVEMENT,

PEDESTRIAN. SEE DETAIL 1/AS-202.

ENTRY DOOR

NOTES:

1. NCA SIGNAGE NO. NC-08.01 WALL SIGN - SMALL; SIMILAR

NOTES:

1. NCA SIGNAGE NO. NC-08.01 WALL SIGN - SMALL; SIMILAR

NOTES:

1. NCA SIGNAGE NO. NC-08.01 WALL SIGN - SMALL; SIMILAR

NOTES

1. PROVIDE DEDUCT ALTERNATE FOR WORK ITEMS AT CEMETERY ENTRANCE,

REFER TO SPECIFICATIONS DEDUCT ALTERNATE NO. 3.

NOTE: ALL SPECIFICATIONS ARE BASIS OF DESIGN ONLY. PROVIDE SPECIFIED PRODUCTS

OR APPROVED EQUAL.

4a S-2 CEMETERY ENTRANCE SIGN DETAIL 6" = 1'-0"

4a

AS-201

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PRIME CONSULTANT

W

W /2

EXPANSION JOINT FILLER

1/8" WIDE SAWCUT JOINT, 1 4

DEPTH OF SLAB; UNIFORMLY

RELIEVE EDGES W/ V-GROOVE

BLADE

EXPANSION (ISOLATION) JOINT

(EJ)

CONTROL (CONTRACTION) JOINT

(CJ)

NOTES:

1. INSTALL CONTROL JOINTS AT EQUAL INTERVALS OF 5'-0" OR AS INDICATED.

2. INSTALL EXPANSION JOINTS @ ±20'-0" INTERVALS MAX. AS INDICATED.

3. TOOL ALL EXPOSED EDGES W/ 1/4" RADIUS.

4. RECESS EXPANSION JOINTS 1/8" BELOW FINISH GRADE.

LAYOUT LINE

#5x12" REBAR. SLEEVED ONE END.

24" O.C. @ ADJOINING SLABS.

EQ

EQ

CONCRETE JOINTING

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

AS-202

CONCRETE JOINTING

EXPANSION JOINT

CONCRETE PAVING - PEDESTRIAN

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

5" 4"

21 2"

LINE OF ADJACENT CONSTRUCTION CIP CONCRETE; MEDIUM BROOM

FINISH; SWEEP PERPENDICULAR TO

DIRECTION OF TRAFFIC

6x6 10/10 WWF

COMPACTED AGGREGATE

VDOT 21A

COMPACTED SUBGRADE

95%NOTES:

1. REFER TO 3/AS-202 FOR EXPANSION AND CONTROL JOINTS.

2. PROVIDE EXPANSION JOINT PER 3/AS-202 (SIM.) WHERE NEW SLAB ABUTS OLD. DRILL EXISTING SLAB AND

SET FIXED END OF DOWEL WITH EPOXY GROUT.

3. AT EXISTING BUILDING AND NEW SIDEWALK, DO NOT USE DOWELS, PROVIDE JOINT SEALANT PER 4/AS-202.

CONCRETE PAVING - VEHICULAR

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

7" 6"

21 2"

AS-202

CONCRETE JOINTING

EXPANSION JOINT

LINE OF ADJACENT CONSTRUCTION CIP CONCRETE; MEDIUM BROOM

FINISH; SWEEP PERPENDICULAR TO

DIRECTION OF TRAFFIC

6x6 10/10 WWF

COMPACTED AGGREGATE

VDOT 21A

COMPACTED SUBGRADE

95%

CONCRETE JOINTING - PEDESTRIAN AND VEHICULAR

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

CONCRETE PAVING - PEDESTRIAN

EXPANSION JOINT FILLER

LAYOUT LINE

EQ

EQ

CONCRETE PAVING - VEHICULAR

EXISTING ADJACENT PAVING; DO

NOT DISTURB

NOTES:

1. IF SAWCUT ASPHALT EDGE IS DISTURBED DURING CONSTRUCTION, SAWCUT AND REMOVE ADDITIONAL

ASPHALT AND PATCH IT TO MATCH EXISTING UNDER THE DIRECTION OF COR.

CONCRETE AND ASPHALT JOINT

1 1/2" = 1'-0"

3" (T

YP

(4) #4 REBARS

CONCRETE TOOLED EDGE

CONCRETE PAVING, VEHICULAR

6"

10"

SITE DETAILS

AS-202

BJ

SEALANT

BACKER ROD UNDER

25% COMPRESSION

NOTES:

1. SEALANT DEPTH = 1/2 WIDTH OF JOINT

2. MINIMUM SEALANT DEPTH IS 1/4"

3. MAXIMUM SEALANT DEPTH IS 1/2"

4. PROVIDE SEALANT TYPE S-1 AT EXTERIOR MASONRY

HORIZONTAL JOINTS. SEE SPECIFICATIONS FOR DETAILS.

LINE OF ADJACENT CONSTRUCTION

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2018, TIER4 DESIGN, LLC.

WALKER FEDERAL SERVICES, LLC.

7820B WORMANS MILL ROAD

SUITE 162

FREDERICK, MARYLAND 21701

DESIGN OF MAINTENANCE

BUILDING REPAIRS

FORT HARRISON NATIONAL CEMETERY

849-NRM19-15

3001 & 3301

04-29-2020

FINAL CONSTRUCTION DOCUMENTS - r2 - ISSUED FOR CONSTRUCTION

4 JOINT SEALANT

NTS

CONCRETE SLAB

FW

U

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PRIME CONSULTANT

GARAGE

RESTROOM

GARAGE

+/- 46'-0", VIF

- 1

3'- 7 1

/2

VI

F

+/- 8'-7", VIF

- 1

1'- 7 1

/2

VI

F

- 7

'-1 1/

2" , V

IF

3'- 4"

RE

M

OV

E C

ON

CR

ET

E S

ID

EW

AL

K

REMOVE CONCRETE SIDEWALK

REMOVE CONCRETE SIDEWALK

8'-0", VIF

8'- 6"

, V

IF

DSDS

DS

DS

GARAGE

RESTROOM

GARAGE

+/- 46'-0", VIF

- 1

3'- 7 1

/2

VI

F

+/- 8'-7", VIF

- 1

1'- 7 1

/2

VI

F

- 7

'-1 1/

2" , V

IF

8'-0", VIF

8'- 6"

, V

IF

1 FLOOR PLAN - MAINTENANCE BUILDING

1/4" = 1'-0"

4 FLOOR PLAN - FLAMMABLE STORAGE BUILDING

1/4" = 1'-0"

3 ROOF PLAN - MAINTENANCE BUILDING

1/4" = 1'-0"6 ROOF PLAN - FLAMMABLE STORAGE BUILDING

1/4" = 1'-0"

0 2' 4' 8' 12'

DEMOLITION GENERAL NOTES

1. PROTECT ALL EXISTING STRUCTURES AND FINISHES TO REMAIN THROUGHOUT CONSTRUCTION.

CONTRACTOR TO REVIEW SCOPE AND SCHEDULING OF ALL PROTECTION WORK WITH COR, CEMETERY STAFF

AND SUBCONTRACTORS BEFORE PROCEEDING WITH WORK.

2. COORDINATE WITH CONTRACTING OFFICER AND CEMETERY STAFF FOR TEMPORARY STORAGE OF GARAGE

AND OFFICE EQUIPMENT AND FURNITURE TO REMAIN BEFORE PROCEEDING WITH WORK.

DEMOLITION / REPAIR KEYNOTES LEGEND

GRAPHIC LEGEND

REPAIR EXISTING HM DOOR AND FRAME TO REMAIN. REMOVE CRACKED AND PEELING PAINT, SAND SMOOTH

AND CLEAN. PRIME DOOR AND FRAME FOR REPAINTING.

REMOVE EXISTING GARAGE DOOR AND ASSOCIATED HARDWARE & HANGER SUPPORTS.

REMOVE EXISTING WOOD DOOR FRAME.

ON EXISTING GARAGE DOOR TO REMAIN, REMOVE CRACKED AND PEELING PAINT ON DOOR, FRAME AND

WOOD TRIM. SAND SMOOTH AND CLEAN SURFACES. COORDINATE WITH LEAD PAINT ABATEMENT

REQUIREMENTS. PRIME FOR REPAINTING.

REMOVE EXISTING PLUMBING FIXTURES, TOILET PARTITIONS, EXISTING FLOOR QUARRY TILES, CERAMIC WALL TILES, AND LIGHT FIXTURES IN BOTH RESTROOMS. REFER TO MEP DRAWINGS FOR ADDITIONAL MECHANICAL, ELECTRICAL AND PLUMBING DEMOLITION REQUIREMENTS.

DEMOLISH EXISTING MASONRY WALL.

REMOVE EXISTING HM DOOR, FRAME AND HARDWARE.

ENLARGE MASONRY DOOR OPENING, REMOVE EXISTING LINTEL AND REPLACE WITH NEW. REFER TO

STRUCTURAL DRAWING FOR DETAILS.

REMOVE EXISTING WOOD WINDOWS . REMOVE EXTERIOR METAL SCREENS. REMOVE ALL NAILS, HOOKS AND MISCELLANEOUS WOOD SHELVING AND WOOD BLOCKS FROM WINDOW FRAMES. REPAIR INTERIOR WOOD

TRIMS, SAND SMOOTH AND PRIME FOR PAINTING. COORDINATE WITH LEAD PAINT ABATEMENT

REQUIREMENTS.

REMOVE EXISTING GWB CEILING.

REMOVE PLYWOOD INFILL AT DOOR OPENING.

REMOVE ALL SHELVING, WOOD PEGABOARDS, NAILS, HOOKS, RACKS AND MISCELLANEOUS WOOD BLOCKS FROM INTERIOR WALLS AND WINDOW/DOOR TRIMS. PATCH AND REPAIR SURFACES, SAND SMOOTH AND PREP FOR REPAINTING. REFER TO 1a/AD-102.

AT INTERIOR EXPOSED BRICK WALLS, SCRAPE CRACKED AND PEELING PAINT, REFER TO 1a/AD-102. CLEAN

BRICKS WITH BUCKET AND BRUSH METHOD. PRIME FOR REPAINTING.

CONCRETE FLOOR - REMOVE EXISTING GREASE AND PAINT, GRIND AND PREP CONCRETE SURFACE FOR

RE-PAINTING.

REMOVE CONCRETE SIDEWALK. COORDINATE WITH UNDERGROUND ELECTRICAL DUCT BANK TRENCHING.

REFER TO ELECTRICAL DRAWINGS FOR REQUIREMENTS.

REMOVE EXISTING LIGHT FIXTURES, REFER TO ELECTRICAL DRAWINGS FOR DETAILS.

EXISTING PLYWOOD CEILING IN GARAGE. SCRAPE CRACKING AND PEELING PAINT, CLEAN SURFACE AND PRIME

FOR RE-PAINTING.

REMOVE EXISTING ASPHALT SHINGLES ON SHED ROOF.

REMOVE WATER DAMAGED PLYWOOD ROOF SHEATHING ON EXISTING SHED. REPLACE WITH STRUCTURAL PLYWOOD SHEATHING, MATCH EXISTING THICKNESS. VERIFY SHEATHING SIZE IN FIELD. REFER TO S-101 FOR

SHED STRUCTURE REPAIR DETAILS.

REMOVE EXISTING WALL CABINET.

EXISTING PLANTER BED TO REMAIN.

REMOVE PROPANE HEATER FLUE. PATCH AND SEAL ROOF. REFER TO MECHANICAL DEMOLITION DRAWINGS

FOR DETAILS.

EXISTING TO REMAIN

DEMOLISH ELEMENT

DEMOLISH EXISTING DOOR

ARCHITECTURAL PLANS -

DEMOLITION

AD-102

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2018, TIER4 DESIGN, LLC.

WALKER FEDERAL SERVICES, LLC.

7820B WORMANS MILL ROAD

SUITE 162

FREDERICK, MARYLAND 21701

DESIGN OF MAINTENANCE

BUILDING REPAIRS

FORT HARRISON NATIONAL CEMETERY

849-NRM19-15

3001 & 3301

04-29-2020

FINAL CONSTRUCTION DOCUMENTS - r2 - ISSUED FOR CONSTRUCTION

EXISTING OVERHEAD EQUIPMENT

DOWNSPOUT

HAZARDOUS MATERIALS

1. LEAD PAINT IS FOUND TO EXIST ON WOOD WINDOWS AND WOOD FRAMES. REFER TO SPECIFICATIONS FOR

INFORMATION ON LEAD PAINT REMOVAL REQUIREMENTS.02

08 10

07a

07a

EXISTING JOINTS

EXISTING SOIL PIPE

CLEANOUT

WATER DAMAGE

11 11 11

121212

2 CEILING PLAN - MAINTENANCE BUILDING

1/4" = 1'-0"

5 CEILING PLAN - FLAMMABLE STORAGE BUILDING

1/4" = 1'-0"

EXISTING SHED TO REMAIN

151515

AD-201

EXISTING CONCRETE

SIDEWALK TO REMAIN

5E

AD-201

5W

AD-201

AD-201

AD-201

AD-201

EXISTING

GARAGE

DOOR TO

REMAIN

5S

AD-201

5N

AD-201

FW

EXISTING A/C CONDENSER UNIT TO REMAIN

FW

1a MAINTENANCE BUILDING INTERIOR VIEWS

NTS

A B

1a B

AD-102

1a A

AD-102

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AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text

PRIME CONSULTANT

GARAGE FLR LEVEL

+/- 10'-6", VIF

+/- 8'-8 1/2", VIF

RESTRM FLR LEVEL

GARAGE FLR LEVEL

- 9

'-3

VI

F

- 8

'-8 1/

2" , V

IF

RESTRM FLR LEVEL

- 8

'-8 1/

2" , V

IF

RESTRM FLR LEVEL

GARAGE FLR LEVEL

+/- 12'-0", VIF

STORAGE FLR LEVEL

+/- 8'-9", VIF

STORAGE FLR LEVEL

5'- 0"

8'- 9"

, V

IF

6"

STORAGE FLR LEVEL

- 8

'-9

VI

F

STORAGE FLR LEVEL

- 8

'-9

VI

F

1 MAINTENANCE BUILDING SOUTH WALL

1/4" = 1'-0"

0 2' 4' 8' 12'

EXTERIOR WALL DEMOLITION KEYNOTES LEGEND

REMOVE STEEL SECURITY SCREEN AND ASSOCIATED HARDWARE. REMOVE WOOD WINDOWS.

REMOVE EXISTING HM DOOR, FRAME AND ASSOCIATED HARDWARE.

SAWCUT MASONRY DOOR OPENING FOR ADA COMPLIANT DOOR. REFER TO FLOOR PLAN FOR DIMENSIONS.

REMOVE PLYWOOD INFILL.

REMOVE GARAGE DOOR, DOOR FRAME, ASSOCIATED HARDWARE AND HANGER SUPPORTS.

REMOVE FLOOD LIGHTS. REFER TO ELECTRICAL DRAWINGS FOR DETAILS.

EXTERIOR WALLS -

DEMOLITION

AD-201

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2018, TIER4 DESIGN, LLC.

WALKER FEDERAL SERVICES, LLC.

7820B WORMANS MILL ROAD

SUITE 162

FREDERICK, MARYLAND 21701

DESIGN OF MAINTENANCE

BUILDING REPAIRS

FORT HARRISON NATIONAL CEMETERY

849-…