Attachment 1 DRAWINGS ANC Columbarium 7 8 9 FINAL.pdf

PDF 5 MB Posted Feb 16, 2021

Attached to: ANC Columbarium Phase III Courts 7-9 Repair
Solicitation number: W9123621B2004
Issued by: Department of the Army Corps of Engineers Engineering District Norfolk

About this file

Written by GovTribe AI · Dec 28, 2023

This is a solicitation for repair and cleaning services at Arlington National Cemetery. The scope of work includes cleaning Columbarium Courts 7 and 9, conducting repointing, sealant replacement and other repairs in Courts 7, 8 and 9. It also includes replacing the roof membrane and repairing roof drains and finishes at the west committal shelter. Services will jointly address needs identified by the cemetery and contracting office. The solicitation is issued by the Department of the Army Corps of Engineers Norfolk District for a contract to provide all necessary labor, materials and equipment.

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US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

S D

N B

D B

C H

D B

E D

E N

2 3 4 5 6 7 8 9 10

N N

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE.:

C O

N O

2/ 9/

G-001

N O

, V

M .J

O H

M .J

O H

M .J

O H

M cC

O Y

N O

SHEET 1 OF 67

N G

, V

M R

R S

O U

, 8

D W

C O

M M

R W

-B -2

NORFOLK DISTRICT

ARLINGTON NATIONAL CEMETERY

ARLINGTON, VIRGINIA

W91236-21-B-2004

W91236-XX-X-XXXX

NOV 2020

COLUMBARIUM REPAIRS PH 3 - COURTS 7, 8, & 9,

AND WEST COMMITTAL SHELTER

-X

K D

N D

INDEX OF DRAWINGS

SHEET ID

SHEET

NUMBER SHEET TITLE

G-001 1 COVER SHEET

G-002 2 INDEX OF DRAWINGS

G-003 3 ARCHITECTURAL LEGEND, ABBREVIATIONS, & PROJECT NOTES

G-004 4 SITE MAP

WEST COMMITTAL SHELTER

SHEET ID

SHEET

NUMBER SHEET TITLE

WEST COMMITTAL SHELTER

SHEET ID

SHEET

NUMBER SHEET TITLE

AA101 5 WEST SHELTER PLAN

AA102 6 WEST SHELTER SECTIONS AND DETAILS

AA103 7 WEST SHELTER EXISTING LIGHTING

COLUMBARIUM COURT 7

SHEET ID

SHEET

NUMBER SHEET TITLE

AD101 10 OVERALL REFLECTED CEILING PLAN

AD102 11 OVERALL COPING PLAN (ROOF PLAN)

AD201 12 OVERALL ELEVATIONS

AD301 13 SECTIONS

AD302 14 SECTIONS

AD303 15 SECTIONS

AD304 16 SECTIONS

AD305 17 SECTIONS

AD306 18 SECTIONS

AD307 19 SECTIONS

COLUMBARIUM COURT 8

SHEET ID

SHEET

NUMBER SHEET TITLE

AE101 20 OVERALL REFLECTED CEILING PLAN

AE102 21 OVERALL COPING PLAN (ROOF PLAN)

AE201 22 OVERALL ELEVATIONS

AE301 23 SECTIONS

AE302 24 SECTIONS

AE303 25 SECTIONS

AE304 26 SECTIONS

AE305 27 SECTIONS

AE306 28 SECTIONS

AE307 29 SECTIONS

COLUMBARIUM COURT 9

SHEET ID

SHEET

NUMBER SHEET TITLE

COLUMBARIUM COURT 9

SHEET ID

SHEET

NUMBER SHEET TITLE

AF101 30 OVERALL REFLECTED CEILING PLAN

AF102 31 OVERALL COPING PLAN (ROOF PLAN)

AF110 32 REFLECTED CEILING PLAN - AREA A

AF111 33 REFLECTED CEILING PLAN - AREA B

AF112 34 REFLECTED CEILING PLAN - AREA C

AF131 35 COPING PLAN (ROOF PLAN)- AREA A

AF132 36 COPING PLAN (ROOF PLAN) - AREA B

AF133 37 COPING PLAN (ROOF PLAN) - AREA C

AF201 38 EXTERIOR ELEVATIONS

AF202 39 EXTERIOR ELEVATIONS

AF301 40 SECTIONS

AF302 41 SECTIONS

AF303 42 SECTIONS

AF304 43 SECTIONS

AF305 44 SECTIONS

AF306 45 SECTIONS

AF307 46 SECTIONS

AF308 47 SECTIONS

AF309 48 SECTIONS

AF310 49 SECTIONS

AF311 50 SECTIONS

AF312 51 SECTIONS

AF313 52 SECTIONS

AF314 53 SECTIONS

AF315 54 SECTIONS

AF316 55 SECTIONS

AF317 56 SECTIONS

AF318 57 SECTIONS

AF319 58 SECTIONS

COLUMBARIUM DETAILS

SHEET ID

SHEET

NUMBER SHEET TITLE

A-311 59 WALL SECTIONS

A-312 60 WALL SECTIONS

A-313 61 WALL DETAIL

A-314 62 WALL SECTIONS AND ELEVATIONS

A-315 63 WALL SECTIONS

A-316 64 WALL REPAIR DETAILS

A-317 65 WALL REPAIR DETAILS

A-318 66 TYPICAL ISOMETRIC DETAILS

A-319 67 TYPICAL CLADDING DETAILS

COLUMBARIUM COURT FOUNTAINS 1-8

SHEET ID

SHEET

NUMBER SHEET TITLE

COLUMBARIUM COURT FOUNTAINS 1-8

SHEET ID

SHEET

NUMBER SHEET TITLE

AB101 8 COURT 1 - 8 FOUNTAIN PLANS

COLUMBARIUM COURTS 1

SHEET ID

SHEET

NUMBER SHEET TITLE

COLUMBARIUM COURTS 1

SHEET ID

SHEET

NUMBER SHEET TITLE

AC100 9 OVERALL COPING PLAN (ROOF PLAN)

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

S D

N B

D B

C H

D B

E D

E N

2 3 4 5 6 7 8 9 10

N N

C O

N O

2/ 9/

G-002

N O

, V

M .J

O H

M .J

O H

W .M cC O

N O

SHEET 2 OF 67

F D

N G

, V

M R

R S

O U

, 8

D W

C O

M M

R W

-B -2

-X

K D

N D

@ AT

Ø DIAMETER

# NUMBER

AB ANCHOR BOLT

AC AIR CONDITIONING

ACC ACCESSIBLE

ACFRP FIBER REINFORCED PANELS

ACP ACOUSTICAL CEILING

PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH

DISABILITIES ACT

ADH ADHESIVE

ADJ ADJUSTABLE

ADMIN ADMINISTRATION

AESS ARCHITECTURALLY

EXPOSED STRUCTURAL STEEL

AFC ABOVE FINISH CEILING

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISH SLAB

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANCH ANCHOR, ANCHORAGE

APC ARCHITECTURAL PRECAST

CONC.

APPROX APPROXIMATE

ARCH ARCHITECT

ASC ABOVE SUSPENDED

CEILING

AVG AVERAGE

BCJ BRICK CONTROL JOINT

BD BOARD

BDRY BOUNDARY

BHMA BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BOS BOTTOM OF STEEL

BOT BOTTOM

BRCG BRACING

BRG BEARING

BRS BACKER ROD & SEALANT

BSMT BASEMENT

BUR BUILT-UP ROOFING

CAB CABINET

CB CORNER BEAD

CEM CEMENT

CER CERAMIC

CF CEMENT FLOOR

CFLG COUNTERFLASHING

CFMF COLD-FORMED METAL

FRAMING

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLD CLOTHES DRYER

CLG CEILING

CLO CLOSET

CLR CLEAR

CMPST COMPOSITE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONF CONFERENCE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CSK COUNTERSUNK

CSWK CASEWORK

CT CERAMIC TILE

CTR CENTER

CU COPPER

D DEEP / DEPTH

D-B DESIGN-BUILD

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

ARCHITECTURAL ABBREVIATIONS

DEPT DEPARTMENT

DETL DETAIL

DGTL DIGITAL

DIA DIAMETER

DIAG DIAGONAL

DIAP DISPENSER

DIM DIMENSION

DIR DIRECTION

DIST DISTANCE

DIV DIVISION

DK DECK

DL DEAD LOAD

DN DOWN

DOC DOCUMENT

DWP DEPT. OF PUBLC WORKS

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

DF DRINKING FOUNTAIN

E EAST

EA EACH

EIFS EXTERIOR INSULATION

FINISHING SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

ENTR ENTRANCE

EOS EDGE OF SLAB

EPS EXPANDED POLYSYRENE

EPDM ETHYLENE PROPYLENE

DIENE MONOMER

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXT EXTERIOR

EXTRU EXTRUSION

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FCO FLOOR CLEANOUT

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FF FINISH FLOOR

FGL FIBER GLASS

FIN FINISH / FINISHED

FLASH FLASHING

FLR FLOOR

FLUOR FLUORESCENT

FM FACTORY MUTUAL

FND FEMININE NAPKIN

DISPENSER

FNR FEMININE NAPKIN

RECEPTACLE

FO FINISHED OPENING /

FACE OF

FOB FACE OF BRICK

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOW FACE OF WALL

FRG FIBER REINFORCED

GYPSUM

FRP FIBERGLASS REINFORCED

PLASTIC

FRT FIRE RETARDANT

FRTW FIRE RETARDANT TREATED

WOOD

FRMG FRAMING

FT FOOT / FEET

FTG FOOTING

FURG FURRING

FWC FABRIC WALL COVERING

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GD GUARD

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALED /

GROUND FAULT CIRCUIT

INTERRUPTER

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALED

GFRC GLASS FIBER REINFORCED

CONCRETE

GFRG GLASS FIBER REINFORCED

GYPSUM

GL GLASS

GR GRADE

GT GROUT

GYP GYPSUM

GWB GYPSUM WALL BOARD

HB HOSE BIB

HC HANDICAPPED

HCWD HOLLOW CORE WOOD

DOOR

HD HAND

HDPE HIGH DENSITY

POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY

PARTICULATE AIR FILTER

HK HOOK

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HNG HUNG

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HVAC HEATING VENTILATION &

AIR CONDITIONING

IBC INTERNATIONAL BUILDING

CODE

ID INSIDE DIMENSION

ILO IN LIEU OF

IN INCH

INCAND INCANDESCENT

INFO INFORMATION

INSUL INSULATE

INT INTERIOR

IRREG IRREGULAR

JAN JANITOR

JS JANITOR'S SINK

JT JOINT

KO KNOCK OUT

KPL KICK PLATE

L ANGLE/LENGTH/LONG

LA LANDSCAPE ARCHITECT

LAM LAMINATE

LAV LAVATORY

LB POUND

LD LOAD

LDG LANDING

LF LINEAR FOOT (FEET)

LIB LIBRARY

LKR LOCKER

LL LIVE LOAD

LOC LOCATION

LMST LIMESTONE

LT LIGHT

LVR LOUVER MACH MACHINE

MANUF MANUFACTURER

MATL MATERIAL

MAX MAXIMUM

MB MOISTURE BARRIER

MC MEDICINE CABINET

MDF MEDIUM DENSITY FIBER

BOARD

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MGT MANAGEMENT

MH MANHOLE

MID MIDDLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFY (MODIFIED)

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

MWP MEMBRANE

WATERPROOFING

N NORTH

NA NOT APPLICABLE

NAT NATURAL

NE NORTHEAST

NFPA NATIONAL FIRE

PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION

COEFFICIENT

NTS NOT TO SCALE

NW NORTHWEST

OA OVERALL

OC ON CENTER

OD OUTSIDE DIMENSION

OH OPPOSITE HAND

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED

OWNER INSTALLED

OPNG OPENING

OPP OPPOSITE

OPH OPPOSITE HAND

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

OWSJ OPEN WEB STEEL JOIST

PA PUBLIC ADDRESS

PAT PATTERN

PB PULL BOX

PERF PERFORATED

PH PHASE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT (PAINTED)

POL POLISHED

PR PAIR

PRCST PRECAST

PREFIN PREFINISHED

PSF POUND PER SQUARE FOOT

PSI POUND PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE

PWD PLYWOOD

QUAL QUALITY

QTY QUANITY

QT QUARRY TILE

R RADIUS

RB RESILIENT BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REFERENCE

REC RECESSED

REF REFRIGERATOR

REINF REINFORCE / REINFORCING

REQ REQUIRE (REQUIRED)

REV REVISION

RF ROOF

RFR REFRIGERATOR

RFG ROOFING

RFI REQUEST FOR

INFORMATION

RFP REQUEST FOR PROPOSAL

RHR RIGHT HAND REVERSE

RL RAIN LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RTF RUBBER TILE FLOOR

RTU ROOF TOP UNIT

RWL RAIN WATER LEADER

S SOUTH

SATC SUSPENDED ACOUSTICAL

TILE CEILING

SAFB SOUND ATTENUATION FIRE

BLANKETS

SB SPLASH BLOCK

SC SOLID CORE

SCD SEAT COVER DISPENSER

SCP SCUPPERED SOAP

DISPENSER

SD SMOKE DETECTOR

SE SOUTHEAST

SECT SECTION

SED SEE ELECT DRAWINGS

SF SQUARE FOOT

SGL SINGLE

SHT SHEET

SHTHG SHEATHING

SHWR SHOWER

SIM SIMILAR

SM SHEET METAL

SMD SEE MECH DRAWINGS

SKLT SKYLIGHT

SLNT SEALANT

SPECS SPECIFICATIONS

SPD SEE PLUMBING DRAWINGS

SQ SQUARE

SS SERVICE SINK / STAINLESS

STEEL

SSM STANDING SEAM METAL

SSMR STANDING SEAM METAL

ROOF

SST STAINLESS STEEL

ST STREET

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPEND

SYS SYSTEM

SW SOUTHWEST

T TREAD

T&G TONGUE AND GROOVE

T&B TOP & BOTTOM

TC TERRA COTTA

TCA TILE COUNCIL OF AMERICA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

THK THICKNESS

THR THRESHOLD

TKBD TACKBOARD

TMPD TEMPERED

TOC TOP OF CURB

TOF TOP OF FOOTING

TOPA TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF STEEL

TOW TOP OF WALL

TP TOILET PARTITION

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TPO THERMOPLASTIC

POLYOLEFIN

TRANS TRANSOM

TRTD TREATED

TS TUBE STEEL

TV TELEVISION

TYP TYPICAL

UC UNDERCUT

UL UNDERWRITER'S

LABORATORY

UNFIN UNFINISHED

UON UNLESS OTHERWISE

NOTED

UR URINAL

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VENT VENTILATOR

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN THE FIELD

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WIDTH / WEST

W/ WITH

W/O WITHOUT

W/W WALL TO WALL

WBL WOOD BLOCKING

WC WATER CLOSET /

WALLCOVERING

WCHR WATER CHILLER

WCL WATER COOLER

WD WOOD

WDW WINDOW

WH WATER HEATER

WL WALL

WO WINDOW OPENING

WP WEATHERPROOF /

WORK POINT

WR WATER RESISTANT

WS WEATHERSTRIP

WSCT WAINSCOT

WT WEIGHT

x BY

XPS EXTRUDED POLYSTYRENE

LEGEND

NAME

CEILING FINISH

ACT-1

WINDOW TYPE

COLUMN LINE

DESIGNATOR

DOOR NUMBER

REVISION TAG

KEYNOTE

CENTER LINE

#' - #" SPOT

ELEVATIONN

PROJECT NOTES

1. REPETITIVE FEATURES NOTED TYPICAL ON

THE DRAWINGS SHALL BE COMPLETELY

PROVIDED AS IF DRAWN IN FULL.

REPETITIVE FEATURES NOT NOTED ON THE

DRAWINGS SHALL BE COMPLETELY

PROVIDED AS IF NOTED IN FULL.

2. DIMENSIONS ARE DRAWN TO THE FACE OF

CONCRETE UNLESS NOTED OTHERWISE,

EXCEPT WHERE WALLS ALIGN WITH GRID

LINES. DIMENSIONS ARE DRAWN TO THE

CENTERLINE OF STRUCTURAL STEEL,

UNLESS NOTED OTHERWISE. GRID LINES

INDICATE THE CENTERLINE OF COLUMNS &

CONCRETE WALLS, UNLESS NOTED

OTHERWISE.

3. WOOD IN CONTACT WITH CONCRETE OR

MASONRY SHALL BE PRESERVATIVE

TREATED WOOD. ISOLATE P.T. WOOD FROM

METALS.

4. PRECAST CONCRETE WORK SHALL HAVE

EASED EDGES, EITHER PROVIDED IN THE

CAST FORMWORK, OR TOOLED DURING THE

CURING PROCESS. EDGES SHALL BE EVEN

AND OF A DURABLE THICKNESS.

5. REFER TO THE SPECIFICATIONS FOR

INFORMATION THAT SUPPLEMENTS THESE

NOTES AND OTHER DRAWING

INFORMATION.

6. ARCHITECTURAL DETAILS ARE INTENDED

TO SHOW THE GENERAL CHARACTER &

EXTENT OF THE PROJECT. THEY ARE NOT

INTENDED TO SHOW ALL DETAILS OF THE

WORK. DETAILS NOTED "TYPICAL" APPLY

TO SIMILAR WORK THROUGHOUT THIS

BUILDING UNLESS NOTED OTHERWISE.

7. THE CONTRACTOR IS RESPONSIBLE FOR

THE MEANS AND METHODS OF

CONSTRUCTION & ALL JOB RELATED

SAFETY STANDARDS.

8. THE CONTRACTOR IS RESPONSIBLE FOR

ADVANCED REVIEW OF THE WORK

REQUIRED IN THE CONSTRUCTION

DOCUMENTS AND THE REQUIREMENTS FOR

EXECUTING IT PROPERLY. IF THE

CONTRACTOR FINDS DISCREPANCIES IN

THE CONSTRUCTION DOCUMENTS OR

SPECIFICATION, THEN THE CONTRACTOR

SHALL NOTIFY THE CONTRACTING OFFICER

IMMEDIATELY. THE CONTRACTOR SHALL

WORK TO HAVE ALL DISCREPANCIES

RESOLVED WELL IN ADVANCE OF ACTUAL

CONSTRUCTION OCCURRING.

9. IN CASE OF DISCREPANCIES BETWEEN THE

CONSTRUCTION DOCUMENTS,

REFERENCED STANDARDS AND THE

GOVERNING CODES, THE CONTRACTING

OFFICER WILL DETERMINE WHICH SHALL

GOVERN. DISCREPANCIES SHALL BE

BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER BEFORE

PROCEEDING WITH THE WORK.

10. THE CONTRACTOR SHALL VERIFY ALL

DIMENSIONS, EXISTING UTILITIES, FIXTURES

AND CONDITIONS AT THE SITE. CONFLICTS

BETWEEN THE DRAWINGS AND ACTUAL

SITE CONDITIONS SHALL BE BROUGHT TO

THE ATTENTION OF THE CONTRACTING

OFFICER BEFORE PROCEEDING WITH THE

WORK.

11. PLUMBING AND ELECTRICAL FEATURES OR

INFORMATION SHOWN ON ARCHITECTURAL

DRAWINGS IS FOR COORDINATION AND

LOCATION PURPOSES ONLY. REFER TO

DRAWINGS OF OTHER DISCIPLINES FOR

SPECIFIC DESIGN INFORMATION ON

COMPONENTS & SYSTEMS.

12. FLASHING COLOR SHALL MATCH EAST

SHELTER WALL OR ROOF COLOR, UNLESS

OTHERWISE NOTED.

INTERIOR ELEVATION

EXTERIOR ELEVATION

SECTION

ENLARGEMENT DETAIL

X-###

LEVEL

LEVEL NAME

LEVEL ELEVATION

ROOM NAME / NUMBER

VIEW TITLE

X-###

1 View Name

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

R-###, R-###

X-###

SHEET NUMBER OF

VIEW

VIEW NUMBER

SHEET NUMBER OF

VIEW

VIEW NUMBER

SHEET NUMBER OF

VIEW

VIEW NUMBER

SHEET NUMBER OF

VIEW

ELEV.

NAME

ROOM NAME

ROOM NUMBER

CEILING FLOOR/

FINISH FLOOR/ AREA

WALL TAGX#X

NORTH ARROW

PROJECT NORTH

TRUE NORTH

SHEET NUMBER OF

REFERENCED VIEW(S)

SCALE OF VIEW

VIEW NUMBER

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

S D

N B

D B

C H

D B

E D

E N

2 3 4 5 6 7 8 9 10

N N

C O

N O

2/ 9/

G-003

N O

, V

M . J

O H

W .M cC O

N O

SHEET 3 OF 67

, A B

B R

N S, PR

C T

N O

N G

, V

M R

R S

O U

, 8

D W

C O

M M

R W

-B -2

K D

N D

SLATE WALK

WALKSLATE

COLUMBARIUM #8 COLUMBARIUM #7

COLUMBARIUM #9

COLUMBARIUM #6 COLUMBARIUM #5

COLUMBARIUM #4 COLUMBARIUM #3

COLUMBARIUM #2 COLUMBARIUM #1

WEST

COMMITTAL

SHELTER

EAST

COMMITTAL

SHELTER

CEREMONIAL

PLAZA

PATTON

DRIVE

NIMITZ DRIVE

MARSHALL DRIVE

K D

D R

COLUMBARIUM REPAIR KEY NOTES

1 REPLACE EXPANSION JOINT SEALANT ON UNDERSIDE OF

LINTEL (TYP.) SEE DETAIL 2/A313

REPLACE SEALANT JOINTS & BACKER ROD/BOND

BREAKER TAPE ON AND INSIDE FOUNTAIN. USE

SUBMERSIBLE SEALANT INSIDE FOUNTAIN. SEE

RESPECTIVE ENLARGED FOUNTAIN PLAN ON SHEET

AB-101, FOR REPAIR JOINT LOCATIONS.

STONE EXPANSION JOINT, REPLACE SEALANT & BACKER

ROD

ZINC STRIP DRIP EDGE. SEE DETAIL 1/A-313.

CEMENTITIOUS PATCH. SEE DETAIL 6/A-316.

DUTCHMAN. SEE DETAILS ON A-316.

REPLACE SEALANT & BACKER ROD, TYP.

SEE DETAILS 5/A-317

REPLACE MORTAR WITH SEALANT & BACKER ROD

REPOINT JOINT (TYPICAL). SEE DETAIL 8/A-317.

INJECT GROUT IN CRACK (TYPICAL). SEE DETAIL 1/A-317.

SAND DOWN, PREP, AND REPAINT ELECTRICAL PANEL

(INSIDE & OUTSIDE). REPLACE SEALANT & BACKER ROD

AROUND ELECTRICAL PANEL.

CRACK , INJECT EPOXY THEN GROUT AT CORNICE. SEE

DETAIL 2/A-317.

REATTACH EPOXY THEN GROUT INCIPIENT SPALL. SEE

DETAIL 2/A-316.

(NOT USED)

DUTCHMAN, ADJACENT REPOINTING, AND PROVIDE NEW

OUTLET COVER, MATCH EXISTING, TYP..

INJECT GROUT (CRACK IN GRANITE BASE). SEE 1/A-317

REPOINT JOINT UNDER SOFFIT. SEE DETAIL 8/A-317

INSTALL SEALANT AROUND OUTLET

TIE HOLES PATCH (TYPICAL). SEE DETAIL 3/A-316.

REPLACE ARCHITECTURAL COATING

REMOVE EXISTING ARCHITECTURAL COATING AT

BOTTOM OF LINTEL AND SKIM COAT DOWN TO

EXISTING CONCRETE. APPLY RUST INHIBITOR TO

ANY EXPOSED SITE. PREP, PRIME AND PAINT 2

NEW COATS OF MOISTURE RESISTANT

ARCHITECTURAL COATING.

CUT JOINTS TO MAKE 1/4" WIDE AND 3/4" DEEP MIN. AND

FILL WITH GROUT

ADD GROUT TO PATCH

NEW OUTLET COVER, MATCH EXISTING, TYP.

LIFT POINT, SEE DETAIL 10/A-317.

REPLACE WEEPHOLES IN KIND

CEMENTITIOUS PATCH. SEE DETAIL 6/A-316.

SAW CUT (RECTANGULAR SHAPE) AND REMOVE

EXISTING CONCRETE. REMOVE ANY RUST FROM

REBAR AND APPLY RUST INHIBITOR. CAST-IN-

PLACE NEW CONCRETE. MATCH EXISTING

THICKNESS, SHAPE, AND APPEARANCE. REPLACE

ADJACENT SEALANT.

REMOVE AND REPLACE LIMESTONE PANEL

NOTIFY ALRINGTON NATIONAL CEMETERY AND

CONSTRUCTION FIELD OFFICE WHEN THIS PANEL

IS REMOVED. AN INSPECTION MUST OCCUR

BEHIND THE REMOVED PANEL TO INVESTIGATE

THE REASONING OF THE EXISTING DAMAGES. THIS

PROCESS WILL BE CONDUCTED BY ANC

ENGINEERING TEAM BEFORE THE NEW PANEL IS

INSTALLED.

REPLACE MORTAR WITH SEALANT & BACKER

A 2 INCH VERTICAL JOINT THAT IS LOCATED AT THE

TOP OF THE NICHE COVERS AND IS SPACED OUT

EVERY 3RD NICHE COVER.

(ONLY ON COURTS 7 & 8 FOUNTAIN NICHE WALLS)

REPOINT JOINT

REPLACE SEALANT & BACKER ROD (TYP.)

REPLACE MORTAR WITH SEALANT & BACKER ROD

(TYP.)

INJECT GROUT IN CRACK (TYP.)

ZINC STRIP DRIP EDGE (ONLY AT COURT 8).

REPOINT JOINT BETWEEN SOFFIT AND WALL

CLADDING

REPLACE ARCHITECTURAL COATING

CUT JOINT TO MAKE 1/4" WIDE AND 3/4" DEEP MIN.

AND FILL WITH GROUT

LIFT POINT (@ COURT 7 & 9)

TIE HOLES (@ COURT 8)

REPAIR LINE LEGEND

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

S D

N B

D B

C H

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E D

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C O

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N O

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SHEET 4 OF 67

N G

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-B -2

SCALE: NTS1 SITE MAP

K D

N D

BEAM ABOVE

LIMESTONE

CLADDING

SEE DETAIL 6/AA102

IN 1"

REVEAL

CONC. COL. WITH

LIMESTONE

CLADDING,

SEE DETAIL 8/AA102

NOTE:

PROVIDE SAME ARCHITECTURAL

MATERIAL AND FINISH THAT

MATCHES EAST SHELTER TO THE

UNDERSIDE OF THE ROOF.

5"5"

5' - 2"5' - 2"5' - 2"5' - 2"5' - 2"5' - 2"5' - 2"5' - 2"

5"5"

5" 5"

2" 5'

5" 5"

64 TYPE A LIGHT

FIXTURES AND

CKT #

F TYP.

43' - 0"

R.D.

R.D.R.D.

R.D.

1/ 4"

:1 '-0

4" :1

'-0

4" :1

'-0

4" :1

'-0

SLOPE

1/4":1'-0"

MIN.

SLOPE

1/4":1'-0"

MIN.

SLOPE

1/4":1'-0"

MIN.

SLOPE

1/4":1'-0"

MIN.

REPOINT JOINT

REPLACE SEALANT & BACKER ROD (TYP.)

REPLACE MORTAR WITH SEALANT & BACKER ROD

(TYP.)

REPAIR LINE LEGEND

COMMITTAL SHELTER REPAIR KEY NOTES

REPLACE GRAVEL STOP FLASHING WITH MATCHING

PROFILE AND COLOR OF SAME FLASHING AND TREATED

WOOD NAILER ON EAST COMMITTAL SHELTER. RETROFIT

AS NEEDED TO ACCOMMODATE EXISTING CONDITIONS

WHICH MAY DIFFER FROM EAST SHELTER.

REMOVE EXISTING SINGLE PLY EPDM ROOFING,

ASPHALT, AND TAR. ALLOW EXISTING LIGHT WEIGHT

CONCRETE TO DRY BEFORE APPLYING NEW SINGLE PLY

EPDM ROOFING SYSTEM.

REMOVE THE ENTIRE CEILING FINISH COATING. REPAIR

CRACKS ON CEILING AND REFINISH. MATCH FINISH TYPE

SIMILAR TO EAST COMMITTAL SHELTER.

REMOVE AND REPLACE 2 SINGLE POLE 20 AMP LIGHT

SWITCHES, DUPLEX RECEPTACLE, AND WATERPROOF

RECESSED BOX WITH WATER TIGHT HINGE COVER THAT

CAN RECEIVE A PAD-LOCK.

REPLACE BACKER ROD AND SEALANT.

REPLACE MORTAR WITH SEALANT & BACKER ROD

REPOINT ALL JOINTS ON ALL COLUMNS,TYP

REMOVE STAINS ON STRUCTURE WITH APPROVED

CLEANER, TYP.

NOT USED.

PROVIDE (5) ONE PIECE SEAMLESS OPAL ACYLIC

SPHERICAL GLOBE ENCLOSURE. (3) TO BE INSTALLED

AND (2) TO GIVEN TO DEPARTMENT OF PUBLIC WORKS

(DPW) AS SPARES.

PROVIDE CIPP LINER INTO ALL (3) 3" DRAIN PIPES ONLY.

REPLACE ALL 4 ROOF DRAIN STRAINER, BOWL FLANGE,

AND COMPONENTS.

GENERAL NOTES

1. NOT ALL JOINTS SHOWN ON PLANS OR ELEVATIONS.

2. TREAT AND CLEAN ALL LIMESTONE CLADDING.

PROVIDE SEALANT IN BETWEEN ALL LIMESTONE

CLADDING JOINT.

3. PROVIDE NEW WORK MATERIALS THAT MATCHES

EAST CEREMONIAL SHELTER.

4. REMOVE ALL FOREIGN DEBRIS AND CALCIUM

DEPOSITS FROM LIMESTONE LIGHTING FIXTURES.

CLEAN ALL LIMESTONE SURFACES WITH DETERGENT

PER APPROVED MOCKUP. SEE SPECIFICATION FOR

THE LIST OF DETERGENTS TO BE USED FOR THE

MOCKUP(S).

S.D.

S.D. S.D.

S.D.

6'-10" 6'-10"

6'-8"

SHELTER ROOF

LINE ABOVE

PLANTER

LOW HEIGHT

STONE WALL

CONC COL WITH

LIMESTONE

CLADDING,

SEE DETAIL 8/AA102

LOW HEIGHT

STONE WALL

GRANITE

PAVING

GRANITE

PAVING

GRANITE

PAVING

PAVING, SLATE WALK

51' - 8"

GFI, WP

NOTE:

RECEPTACLES ARE TO BE

WEATHERPROOF, GFCI, AND

RECESSED. THEY SHALL BE

SIMILAR TO THE EXISTING

RECESSED RECEPTACLES IN THE

EXISTING COLUMBARIUMS

D AT THIS

LOCATION

ONLY32

AA102

1AA102 2 AA102

AA102

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

S D

N B

D B

C H

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E D

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2 3 4 5 6 7 8 9 10

N N

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N O

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WEST COM

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SHEET 5 OF 67

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-B -2

SCALE: 1/8" = 1'-0"2 WEST SHELTER - REFLECTED CEILING PLAN

SCALE: 1/8" = 1'-0"3 WEST SHELTER - ROOF PLAN N

8' 16' 24'

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

SCALE: 1/8" = 1'-0"1 WEST SHELTER - FLOOR PLAN

K D

N D

ADHERED FLASHING

MEMBRANE

EXISTING

LIMESTONE

CLADDING

EXISTING

STRUCT CONC.

TREATED

BLOCKING, TYP.

EXISTING LIGHT WEIGHT

CONCRETE

IN 1" REVEALE

DRAIN STRAINER

CLAMPING RING

EXISTING STRUCTURAL

CONC.

SINGLE PLY, EPDM ROOFING

MEMBRANE, TYP

INSTALL SEALANT

BETWEEN DRAIN

BOWL FLANGE AND

ROOF MEMBRANE

EXISTING LIGHT WEIGHT CONC.

EXISTING ROOF DRAIN

@ 3" O.D. DRAIN ONLY

1/2" EXP JT

LIMESTONE COLUMN CAP

LIMESTONE CLADDING,

TYPE 2

3" O.D. DRAIN

STRAP ANCHOR, TYP

GROUT

@ 3" O.D. DRAIN ONLY

15 1/2" DIA. CONC

COL, SEE STRUCT

CRAMP ANCHOR

LIMESTONE CLADDING,

TYPE 2

GROUT

ONLY AT

NORTHWEST COL,

2" O.D. DRAIN &

1 1/2" O.D.

ELECTRIC CONDUIT

SEALANT, TYP

COL SECTION

PLAN

2'-0"

8' -8

2" 2"

1" 2" 1" G

COMMITTAL SHELTER REPAIR KEY NOTES

REPLACE GRAVEL STOP FLASHING WITH MATCHING

PROFILE AND COLOR OF SAME FLASHING AND TREATED

WOOD NAILER ON EAST COMMITTAL SHELTER. RETROFIT

AS NEEDED TO ACCOMMODATE EXISTING CONDITIONS

WHICH MAY DIFFER FROM EAST SHELTER.

REMOVE EXISTING SINGLE PLY EPDM ROOFING,

ASPHALT, AND TAR. ALLOW EXISTING LIGHT WEIGHT

CONCRETE TO DRY BEFORE APPLYING NEW SINGLE PLY

EPDM ROOFING SYSTEM.

REMOVE THE ENTIRE CEILING FINISH COATING. REPAIR

CRACKS ON CEILING AND REFINISH. MATCH FINISH TYPE

SIMILAR TO EAST COMMITTAL SHELTER.

REMOVE AND REPLACE 2 SINGLE POLE 20 AMP LIGHT

SWITCHES, DUPLEX RECEPTACLE, AND WATERPROOF

RECESSED BOX WITH WATER TIGHT HINGE COVER THAT

CAN RECEIVE A PAD-LOCK.

REPLACE BACKER ROD AND SEALANT.

REPLACE MORTAR WITH SEALANT & BACKER ROD

REPOINT ALL JOINTS ON ALL COLUMNS,TYP

REMOVE STAINS ON STRUCTURE WITH APPROVED

CLEANER, TYP.

NOT USED.

PROVIDE (5) ONE PIECE SEAMLESS OPAL ACYLIC

SPHERICAL GLOBE ENCLOSURE. (3) TO BE INSTALLED

AND (2) TO GIVEN TO DEPARTMENT OF PUBLIC WORKS

(DPW) AS SPARES.

PROVIDE CIPP LINER INTO ALL (3) 3" DRAIN PIPES ONLY.

REPLACE ALL 4 ROOF DRAIN STRAINER, BOWL FLANGE,

AND COMPONENTS.

ESLIMESTONE CLADDING

ON CONC. COL, TYP.

LOW HEIGHT,

STONE WALL

LIMESTONE CLADDING

ON CON. FASCIA

STRUCT CONC.-

WAFFLE FLAT PLATE

CONSTRUCTION

EPDM ROOF

MEMBRANE,TYP

RDRD

FLOOR

LEVEL

ROOF

DRAIN

9' -3

-6

AA102

43' - 0"

F F TYP.

G TYP.

H TYP.

AF TYP.

G TYP.

H TYP.

AF TYP.

G TYP.

H TYP.

LIMESTONE CLADDING

ON CON. FASCIA

LOW HEIGHT,

STONE WALL

LIMESTONE CLADDING

ON CONC. COL

FF TYP.

G TYP.

H TYP.

REPOINT JOINT

REPLACE SEALANT & BACKER ROD (TYP.)

REPLACE MORTAR WITH SEALANT & BACKER ROD

(TYP.)

REPAIR LINE LEGENDGENERAL NOTES

1. NOT ALL JOINTS SHOWN ON PLANS OR ELEVATIONS.

2. TREAT AND CLEAN ALL LIMESTONE CLADDING.

PROVIDE SEALANT IN BETWEEN ALL LIMESTONE

CLADDING JOINT.

3. PROVIDE NEW WORK MATERIALS THAT MATCHES

EAST CEREMONIAL SHELTER.

4. REMOVE ALL FOREIGN DEBRIS AND CALCIUM

DEPOSITS FROM LIMESTONE LIGHTING FIXTURES.

CLEAN ALL LIMESTONE SURFACES WITH DETERGENT

PER APPROVED MOCKUP. SEE SPECIFICATION FOR

THE LIST OF DETERGENTS TO BE USED FOR THE

MOCKUP(S).

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

S D

N B

D B

C H

D B

E D

E N

2 3 4 5 6 7 8 9 10

N N

C O

N O

2/ 9/

AA102

WEST COM

N O

, V

M .J

O H

M .J

O H

M .J

O H

W .M

C C

O Y

N O

SHEET 6 OF 67

N G

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, 8

D W

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-B -2

SCALE: 3/4" = 1'-0"6 WEST SHELTER - WALL SECTION ROOF

AA102

SCALE: 3/4" = 1'-0"7 WEST SHELTER - SECTION AT ROOF DRAIN

AA102

SCALE: 3/4" = 1'-0"8 WEST SHELTER - COLUMN DETAIL

AA102

8' 16' 24'

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

SCALE: 1/8" = 1'-0"5 CANOPY SECTION

AA101

SCALE: 1/8" = 1'-0"1 NORTH ELEVATION

SCALE: 1/8" = 1'-0"2 SOUTH ELEVATION

SCALE: 1/8" = 1'-0"3 WEST ELEVATION

SCALE: 1/8" = 1'-0"4 EAST ELEVATION

K D

N D

MINIMUM REINFORCING

SUMP WALLS AND

MINIMUM CONCRETE THICKNESS

6 INCHES

HANDHOLE WALLS, TOP AND

FLOOR

4 FEET

HEIGHT

4 FEET

LENGTH

4 INCHES

FLOOR

4 FEET

WIDTH SUMP

1 FEET

DEPTH

CONSTRUCTION REQUIREMENTS

PULLING IRONS,

PROVIDE ONE

OPPOSITE EACH DUCT ENTRANCE HANDHOLE DETAIL

CABLE RACKS

4 MINIMUM

SLOPE TO DRAIN

3'-5"D

SUMP

NOT TO SCALE

MIN 36" OPENING

SUMP COVER

AND FRAME

CLEAR MINIMUM INSIDE REQUIREMENTS FOR INSTALLATION

AND MAINTENANCE PURPOSES

4" PVC CONDUIT WITH

PULL WIRES, 4 TYP

4#1/0 & 1#2 EG

4" PVC CONDUIT WITH

YELLOW WARNING TAPE

FINISH GRADE

100 WATT LAMP LONG LIFE 130

VOLT LAMP INCANDESCENT

ONE PIECE SEAMLESS OPAL ACYLIC

SPHERICAL GLOBE ENCLOSURE

LIGHT

FIXTURE

LIGHT

FIXTURE

2" DRAIN

STONE COL.

10 #8 & 1 #10GR

IN 1 11/4 PVC CONDUIT

3/4"

SLEEVE

4"x 4" x 1

1/2"JUNCTION

BOX

6" x 6" x 4"

JUNCTION BOX

2" X 8" x 3/4"C

4"x 4" x 1 1/2"

JUNCTION BOX

WEATHERPROOF

CEILING

FITTING

FINISHED ROOF

MEDIUM BASE GLAZED

PORCELAIN LAMP HOLDER

14" DIA.

FINISHED

CEILING

CAST ALUMINUM FITTER

WITH WATERPROOF

GASKET BRONZE BAKED

ACRYLIC FINISH

FIXTURE SHALL COMPLY WITH U.L. 57

FOR NEW ELECTRICAL WORK SHOWN ON THE SITE DRAWING

3" TYP

30"

1. BARS WILL BE A MINIMUM OF NO. 4 ROUND DEFORMED.

2. WALLS AND FLOOR WILL HAVE BARS AT 8 INCHES

MAXIMUM ON CENTERS WITH A MINIMUM 12 INCH HOOK

AT CORNERS AND INTERSECTIONS.

3. THE TOP WILL HAVE BARS INSTALLED AT A MINIMUM

OF 2 INCHES FROM THE OPENING AND WITH A MINIMUM

4 INCHES SPACING BETWEEN BARS.

a. REINFORCING WILL BE INCREASED WHERE REQUIRED

TO SUIT ACTUAL INSTALLATION. MINIMUM REQUIREMENTS

ARE FOR A H20 WHEEL LOADING (AASHTO).

H TYPA

F TYP

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

S D

N B

D B

C H

D B

E D

E N

2 3 4 5 6 7 8 9 10

N N

C O

N O

2/ 9/

AA103

WEST COM

N O

, V

M .J

O H

M .J

O H

M .J

O H

W .M

C C

O Y

N O

SHEET 7 OF 67

N G

, V

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-B -2

SCALE: 6" = 1'-0"1 WEST SHELTER - EXISTING LIGHTING (FOR REFERENCE ONLY)

8' 16' 24'

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

K D

N D

SCALE: 12" = 1'-0"2 PHOTO - NORTH ELEV.

SCALE: 12" = 1'-0"3 PHOTO - CEILING

SCALE: 12" = 1'-0"4 PHOTO - ELECTRICAL BOX

SCALE: 12" = 1'-0"5 PHOTO - ROOF

2 2

NORTH SECTION

NORTH ELEVATION

SOUTH SECTION

SOUTH ELEVATION

PLAN LAYOUT

2 2 2

NORTH SECTION

NORTH ELEVATION

SOUTH SECTION

SOUTH ELEVATION

PLAN LAYOUT

REPLACE SEALANT & BACKER ROD (TYP.)

REPAIR LINE LEGEND

COLUMBARIUM REPAIR KEY NOTES

REPLACE SEALANT JOINTS & BACKER ROD/BOND

BREAKER TAPE ON AND INSIDE FOUNTAIN. USE

SUBMERSIBLE SEALANT INSIDE FOUNTAIN. SEE

RESPECTIVE ENLARGED FOUNTAIN PLAN ON SHEET

AB-101, FOR REPAIR JOINT LOCATIONS.

GENERAL NOTES

1. SEE SHEET G-004 FOR ALL KEYNOTES.

2. SEE SHEET G-004 FOR ALL REPAIR LINE LEGEND.

3. NOT ALL JOINTS ARE SHOWN ON PLANS.

2 2

NORTH SECTION

NORTH ELEVATION

SOUTH SECTION

SOUTH ELEVATION

PLAN LAYOUT

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

S D

N B

D B

C H

D B

E D

E N

2 3 4 5 6 7 8 9 10

N N

C O

N O

2/ 9/

AB101

COURT 1-8

N O

, V

M . J

O H

M .J

O H

W .M cC O

N O

SHEET 8 OF 67

-8 F

N G

, V

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-B -2

SCALE: 1/4" = 1'-0"

COURTS 2 & 6 FOUNTAIN PLAN

SCALE: 1/4" = 1'-0"

COURT 5 FOUNTAIN PLAN

4' 8' 12'

SCALE: 1/4" = 1' - 0"

SCALE: 1/4" = 1'-0"

COURTS 1, 3, 4, 7, & 8 FOUNTAIN PLAN

NOTE: ALL JOINTS TO BE REPOINTED.

NOTE: ONLY INSIDE JOINTS TO BE REPOINTED.

NOTE: COPING AND INSIDE JOINTS TO BE REPOINTED.

K D

N D

1 2 3 4 5 6 7 8

REPLACE SEALANT & BACKER ROD (TYP.)

REPAIR LINE LEGEND COLUMBARIUM REPAIR KEY NOTES

REPLACE SEALANT JOINTS & BACKER ROD/BOND

BREAKER TAPE ON AND INSIDE FOUNTAIN. USE

SUBMERSIBLE SEALANT INSIDE FOUNTAIN. SEE

RESPECTIVE ENLARGED FOUNTAIN PLAN ON SHEET

AB-101, FOR REPAIR JOINT LOCATIONS.

CEMENTITIOUS PATCH. SEE DETAIL 6/A-316.

SAW CUT (RECTANGULAR SHAPE) AND REMOVE

EXISTING CONCRETE. REMOVE ANY RUST FROM

REBAR AND APPLY RUST INHIBITOR. CAST-IN-

PLACE NEW CONCRETE. MATCH EXISTING

THICKNESS, SHAPE, AND APPEARANCE. REPLACE

ADJACENT SEALANT.

GENERAL NOTES

1. SEE SHEET G-004 FOR ALL KEYNOTES.

2. SEE SHEET G-004 FOR ALL REPAIR LINE LEGEND.

3. NOT ALL JOINTS ARE SHOWN ON PLANS.

NORTH SECTION

SOUTH SECTION

NORTH ELEVATION

SOUTH ELEVATION

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

S D

N B

D B

C H

D B

E D

E N

2 3 4 5 6 7 8 9 10

N N

C O

N O

2/ 9/

AC100

COURT 1

N O

, V

M . J

O H

M .J

O H

W .M cC O

N O

SHEET 9 OF 67

C O

N (R

O O

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-B -2

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

OVERALL COPING PLAN (ROOF PLAN) - COURT 1

8' 16' 24'

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

K D

N D

SCALE: 1/4" = 1'-0"

COURT 1 FOUNATION

1110987654321

224' - 4"

0" 7'

3' - 4 1/2"52' - 3"3' - 4 1/2"

1/ 2"

2' - 2" 23' - 0" 30' - 0" 30' - 0" 30' - 0" 17' - 0" 17' - 0" 17' - 0" 17' - 0" 16' - 0" 23' - 0" 2' - 2"

TYP1

COLUMBARIUM REPAIR KEY NOTES

1 REPLACE EXPANSION JOINT SEALANT ON UNDERSIDE OF

LINTEL (TYP.) SEE DETAIL 2/A-313

REPLACE SEALANT JOINTS & BACKER ROD/BOND

BREAKER TAPE ON AND INSIDE FOUNTAIN. USE

SUBMERSIBLE SEALANT INSIDE FOUNTAIN. SEE

RESPECTIVE ENLARGED FOUNTAIN PLAN ON SHEET

AB-101, FOR REPAIR JOINT LOCATIONS.

REPLACE MORTAR WITH SEALANT & BACKER ROD

REPLACE ARCHITECTURAL COATING

REMOVE EXISTING ARCHITECTURAL COATING AT

BOTTOM OF LINTEL AND SKIM COAT DOWN TO

EXISTING CONCRETE. APPLY RUST INHIBITOR TO

ANY EXPOSED SITE. PREP, PRIME AND PAINT 2

NEW COATS OF MOISTURE RESISTANT

ARCHITECTURAL COATING.

LIFT POINT, SEE DETAIL 10/A-317.

REPLACE SEALANT & BACKER ROD (TYP.)

REPLACE MORTAR WITH SEALANT & BACKER ROD

(TYP.)

INJECT GROUT IN CRACK (TYP.)

REPLACE ARCHITECTURAL COATING

LIFT POINT (@ COURTS 7 & 9)

REPAIR LINE LEGENDGENERAL NOTES

1. SEE SHEET G-004 FOR ALL KEYNOTES

2. SEE SHEET G-004 FOR ALL REPAIR LINE LEGEND

3. NOT ALL JOINTS ARE SHOWN ON PLANS.

4. PROVIDE APPROVED BIOCIDE CLEANING AT

COURTS #7 & 9. DO NOT CLEAN MARBLE AND CONCRETE

NICHE WALLS COVERS WITH THIS SOLUTION. MARBLE

NICHE MUST BE PROTECTED (STAY DRY) DURING

CLEANING.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

S D

N B

D B

C H

D B

E D

E N

2 3 4 5 6 7 8 9 10

N N

C O

N O

2/ 9/

AD101

COLUMB. 7

N O

, V

M .J

O H

M .J

O H

W .M cC O

N O

SHEET 10 OF 67

N G

N , V

C O

U R

, 8

T C

O M

-B

-2

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

OVERALL REFLECTED CEILING PLAN

K D

N D

8' 16' 24'

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

GENERAL NOTES

1. SEE SHEET G-004 FOR ALL KEYNOTES

2. SEE SHEET G-004 FOR ALL REPAIR LINE LEGEND

3. NOT ALL JOINTS ARE SHOWN ON PLANS.

4. PROVIDE APPROVED BIOCIDE CLEANING AT

COURTS #7 & 9. DO NOT CLEAN MARBLE AND CONCRETE

NICHE WALLS COVERS WITH THIS SOLUTION. MARBLE

NICHE MUST BE PROTECTED (STAY DRY) DURING

CLEANING.

1110987654321

24 TYP.

23' - 0" 30' - 0" 30' - 0" 30' - 0" 17' - 0" 17' - 0" 17' - 0" 17' - 0" 16' - 0" 23' - 0"

7' - 0"

59' - 0"

22' - 2"22' - 2"

5 6

8 9

11 12

14 15

16 17

22 23

272829

343536

COLUMBARIUM REPAIR KEY NOTES

1 REPLACE EXPANSION JOINT SEALANT ON UNDERSIDE OF

LINTEL (TYP.) SEE DETAIL 2/A-313

REPLACE SEALANT JOINTS & BACKER ROD/BOND

BREAKER TAPE ON AND INSIDE FOUNTAIN. USE

SUBMERSIBLE SEALANT INSIDE FOUNTAIN. SEE

RESPECTIVE ENLARGED FOUNTAIN PLAN ON SHEET

AB-101, FOR REPAIR JOINT LOCATIONS.

REPLACE MORTAR WITH SEALANT & BACKER ROD

REPLACE ARCHITECTURAL COATING

REMOVE EXISTING ARCHITECTURAL COATING AT

BOTTOM OF LINTEL AND SKIM COAT DOWN TO

EXISTING CONCRETE. APPLY RUST INHIBITOR TO

ANY EXPOSED SITE. PREP, PRIME AND PAINT 2

NEW COATS OF MOISTURE RESISTANT

ARCHITECTURAL COATING.

LIFT POINT, SEE DETAIL 10/A-317.

REPLACE SEALANT & BACKER ROD (TYP.)

REPLACE MORTAR WITH SEALANT & BACKER ROD

(TYP.)

INJECT GROUT IN CRACK (TYP.)

REPLACE ARCHITECTURAL COATING

LIFT POINT (@ COURTS 7 & 9)

REPAIR LINE LEGEND

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

S D

N B

D B

C H

D B

E D

E N

2 3 4 5 6 7 8 9 10

N N

C O

N O

2/ 9/

AD102

COLUMB. 7

N O

, V

M .J

O H

M .J

O H

W .M cC O

N O

SHEET 11 OF 67

C O

N (R

O O

N G

N , V

C O

U R

, 8

T C

O M

-B

-2

8' 16' 24'

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

K D

N D

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

OVERALL COPING PLAN (ROOF PLAN)

AD201

AD201 4 AD2012

11 10 9 8 7 6 5 4 3 2 1

29' - 6" 27' - 0" 36' - 0" 36' - 0" 36' - 0" 41' - 3" 14' - 3"

10 5

9 TYP

LENGTH: 6"

F E DD CC B A

47' - 3" 2' - 0" 14' - 0" 2' - 0" 47' - 3"

A B C D E F

48' - 3" 16' - 0" 48' - 3"

112' - 6"

1 2 3 4 5 6 7 8 9 10 11521

GENERAL NOTES

1. SEE SHEET G-004 FOR ALL KEYNOTES

2. SEE SHEET G-004 FOR ALL REPAIR LINE LEGEND

3. NOT ALL JOINTS ARE SHOWN ON PLANS.

4. PROVIDE APPROVED BIOCIDE CLEANING AT

COURTS #7 & 9. DO NOT CLEAN MARBLE AND CONCRETE

NICHE WALLS COVERS WITH THIS SOLUTION. MARBLE

NICHE MUST BE PROTECTED (STAY DRY) DURING

CLEANING.

COLUMBARIUM REPAIR KEY NOTES

CEMENTITIOUS PATCH. SEE DETAIL 6/A-316.

REPOINT JOINT (TYPICAL). SEE DETAIL 8/A-317.

INJECT GROUT IN CRACK (TYPICAL). SEE DETAIL 1/A-317.

CUT JOINTS TO MAKE 1/4" WIDE AND 3/4" DEEP MIN. AND

FILL WITH GROUT

REPOINT JOINT

CUT JOINT TO MAKE 1/4" WIDE AND FILL WITH

GROUT

REPAIR LINE LEGEND

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

S D

N B

D B

C H

D B

E D

E N

2 3 4 5 6 7 8 9 10

N N

C O

N O

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N O

, V

M .J

O H

M .J

O H

W .M cC O

N O

SHEET 12 OF 67

N G

N , V

C O

U R

, 8

T C

O M

-B

-2

SCALE: 1/32" = 1'-0"

KEYPLAN N

8' 16' 24'

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

SCALE: 1/8" = 1'-0"1 EAST ELEVATION

AD201

SCALE: 1/8" = 1'-0"2 SOUTH ELEVATION

AD201

SCALE: 1/8" = 1'-0"4 NORTH ELEVATION

AD201

SCALE: 1/8" = 1'-0"3 WEST ELEVATION

AD201

32' 64' 96'

SCALE: 1/32" = 1' - 0"

K D

N D

AD304

AD305

AD307

AD306

AD305

AD304

AD301

AD302

AD303

AD301

AD302

AD303

AD301

AD303

AD301

AD303

AD301

1234567891011

3' - 8" 18' - 4"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"18' - 4" 3' - 8"

/3 2"

1 2 3 4 5 6 7 8 9 10 11

TYP.810 8 TYP.

8 TYP

28 TYP

LENGTH:

10-1/2"

SIZE:

8" X 3"

LENGTH:

SIZE:

2" X 3"

10 111 2

GENERAL NOTES

1. SEE SHEET G-004 FOR ALL KEYNOTES

2. SEE SHEET G-004 FOR ALL REPAIR LINE LEGEND

3. NOT ALL JOINTS ARE SHOWN ON PLANS.

4. PROVIDE APPROVED BIOCIDE CLEANING AT

COURTS #7 & 9. DO NOT CLEAN MARBLE AND CONCRETE

NICHE WALLS COVERS WITH THIS SOLUTION. MARBLE

NICHE MUST BE PROTECTED (STAY DRY) DURING

CLEANING.

REPOINT JOINT

REPLACE SEALANT & BACKER ROD (TYP.)

REPLACE MORTAR WITH SEALANT & BACKER ROD

(TYP.)

INJECT GROUT IN CRACK (TYP.)

CUT JOINT TO MAKE 1/4" WIDE AND FILL WITH

GROUT

REPAIR LINE LEGENDCOLUMBARIUM REPAIR KEY NOTES

REPLACE SEALANT JOINTS & BACKER ROD/BOND

BREAKER TAPE ON AND INSIDE FOUNTAIN. USE

SUBMERSIBLE SEALANT INSIDE FOUNTAIN. SEE

RESPECTIVE ENLARGED FOUNTAIN PLAN ON SHEET

AA-101, FOR REPAIR JOINT LOCATIONS.

CEMENTITIOUS PATCH. SEE DETAIL 6/A-316.

DUTCHMAN. SEE DETAILS ON A-316.

REPLACE MORTAR WITH SEALANT & BACKER ROD

REPOINT JOINT (TYPICAL). SEE DETAIL 8/A-317.

INJECT GROUT IN CRACK (TYPICAL). SEE DETAIL 1/A-317.

SAND DOWN, PREP, AND REPAINT ELECTRICAL PANEL

(INSIDE & OUTSIDE). REPLACE SEALANT & BACKER ROD

AROUND ELECTRICAL PANEL.

CRACK , INJECT EPOXY THEN GROUT AT CORNICE. SEE

DETAIL 2/A-317.

REATTACH EPOXY THEN GROUT INCIPIENT SPALL. SEE

DETAIL 2/A-316.

INSTALL SEALANT AROUND OUTLET

ADD GROUT TO PATCH

NEW OUTLET COVER

REMOVE AND REPLACE LIMESTONE PANEL

NOTIFY ALRINGTON NATIONAL CEMETERY AND

CONSTRUCTION FIELD OFFICE WHEN THIS PANEL

IS REMOVED. AN INSPECTION MUST OCCUR

BEHIND THE REMOVED PANEL TO INVESTIGATE

THE REASONING OF THE EXISTING DAMAGES. THIS

PROCESS WILL BE CONDUCTED BY ANC

ENGINEERING TEAM BEFORE THE NEW PANEL IS

INSTALLED.

REPLACE MORTAR WITH SEALANT & BACKER

A 2 INCH VERTICAL JOINT THAT IS LOCATED AT THE

TOP OF THE NICHE COVERS AND IS SPACED OUT

EVERY 3RD NICHE COVER.

(ONLY ON COURTS 7 & 8)

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

S D

N B

D B

C H

D B

E D

E N

2 3 4 5 6 7 8 9 10

N N

C O

N O

2/ 9/

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N O

, V

M .J

O H

M .J

O H

W .M cC O

N O

SHEET 13 OF 67

N G

N , V

C O

U R

, 8

T C

O M

-B

-2

SCALE: 1/32" = 1'-0"

KEYPLAN

SCALE: 1/8" = 1'-0"1 SECTION

AD301

SCALE: 1/8" = 1'-0"2 SECTION

AD301

SCALE: 1/8" = 1'-0"4 SECTION

AD301

SCALE: 1/8" = 1'-0"5 SECTION

AD301

SCALE: 1/8" = 1'-0"6 SECTION

AD301

SCALE: 1/8" = 1'-0"3 SECTION

AD301

8' 16' 24'

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

0'32' 64' 96'

SCALE: 1/32" = 1' - 0"

K D

N D

AD305

AD307

AD306

AD305

AD304

AD301

AD302

AD303

AD301

AD302

AD303

AD301

AD303

AD301

AD303

AD301

1234567891011

9 TYP

LENGTH:

1-3/4"

LENGTH: 2"11

1 2 3 4 5 6 7 8 9 10 11

235 8

8 TYP

LENGTH: 7"

SIZE:

2" X 20"

GENERAL NOTES

1. SEE SHEET G-004 FOR ALL KEYNOTES

2. SEE SHEET G-004 FOR ALL REPAIR LINE LEGEND

3. NOT ALL JOINTS ARE SHOWN ON PLANS.

4. PROVIDE APPROVED BIOCIDE CLEANING AT

COURTS #7 & 9. DO NOT CLEAN MARBLE AND CONCRETE

NICHE WALLS COVERS WITH THIS SOLUTION. MARBLE

NICHE MUST BE PROTECTED (STAY DRY) DURING

CLEANING.

COLUMBARIUM REPAIR KEY NOTES

REPLACE SEALANT JOINTS & BACKER ROD/BOND

BREAKER TAPE ON AND INSIDE FOUNTAIN. USE

SUBMERSIBLE SEALANT INSIDE FOUNTAIN. SEE

RESPECTIVE ENLARGED FOUNTAIN PLAN ON SHEET

AA-101, FOR REPAIR JOINT LOCATIONS.

CEMENTITIOUS PATCH. SEE DETAIL 6/A-316.

DUTCHMAN. SEE DETAILS ON A-316.

REPLACE MORTAR WITH SEALANT & BACKER ROD

REPOINT JOINT (TYPICAL). SEE DETAIL 8/A-317.

INJECT GROUT IN CRACK (TYPICAL). SEE DETAIL 1/A-317.

SAND DOWN, PREP, AND REPAINT ELECTRICAL PANEL

(INSIDE & OUTSIDE). REPLACE SEALANT & BACKER ROD

AROUND ELECTRICAL PANEL.

CRACK , INJECT EPOXY THEN GROUT AT CORNICE. SEE

DETAIL 2/A-317.

REATTACH EPOXY THEN GROUT INCIPIENT SPALL. SEE

DETAIL 2/A-316.

INSTALL SEALANT AROUND OUTLET

ADD GROUT TO PATCH

NEW OUTLET COVER

REMOVE AND REPLACE LIMESTONE PANEL

NOTIFY ALRINGTON NATIONAL CEMETERY AND

CONSTRUCTION FIELD OFFICE WHEN THIS PANEL

IS REMOVED. AN INSPECTION MUST OCCUR

BEHIND THE REMOVED PANEL TO INVESTIGATE

THE REASONING OF THE EXISTING DAMAGES. THIS

PROCESS WILL BE CONDUCTED BY ANC

ENGINEERING TEAM BEFORE THE NEW PANEL IS

INSTALLED.

REPLACE MORTAR WITH SEALANT & BACKER

A 2 INCH VERTICAL JOINT THAT IS LOCATED AT THE

TOP OF THE NICHE COVERS AND IS SPACED OUT

EVERY 3RD NICHE COVER.

(ONLY ON COURTS 7 & 8)

REPOINT JOINT

REPLACE SEALANT & BACKER ROD (TYP.)

REPLACE MORTAR WITH SEALANT & BACKER ROD

(TYP.)

INJECT GROUT IN CRACK (TYP.)

CUT JOINT TO MAKE 1/4" WIDE AND FILL WITH

GROUT

REPAIR LINE LEGEND

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

S D

N B

D B

C H

D B

E D

E N

2 3 4 5 6 7 8 9 10

N N

C O

N O

2/ 9/

AD302

COLUMB. 7

N O

, V

M .J

O H

M .J

O H

W .M cC O

N O

SHEET 14 OF 67

N G

N , V

C O

U R

, 8

T C

O M

-B

-2

8' 16' 24'

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

32' 64' 96'

SCALE: 1/32" = 1' - 0"

SCALE: 1/32" = 1'-0"

KEYPLAN

SCALE: 1/8" = 1'-0"8 SECTION

AD301

SCALE: 1/8" = 1'-0"7 SECTION

AD301

K D

N D

AD305

AD307

AD306

AD305

AD304

AD301

AD302

AD303

AD301

AD302

AD303

AD301

AD303

AD301

AD303

AD301

1011 12

1 2 10 11

1234567891011

8TYP.

8 TYP

28 TYP

1 2 3 4 5 6 7 8 9 10 11913

COLUMBARIUM REPAIR KEY NOTES

REPLACE SEALANT JOINTS & BACKER ROD/BOND

BREAKER TAPE ON AND INSIDE FOUNTAIN. USE

SUBMERSIBLE SEALANT INSIDE FOUNTAIN. SEE

RESPECTIVE ENLARGED FOUNTAIN PLAN ON SHEET

AA-101, FOR REPAIR JOINT LOCATIONS.

CEMENTITIOUS PATCH. SEE DETAIL 6/A-316.

DUTCHMAN. SEE DETAILS ON A-316.

REPLACE MORTAR WITH SEALANT & BACKER ROD

REPOINT JOINT (TYPICAL). SEE DETAIL 8/A-317.

INJECT GROUT IN CRACK (TYPICAL). SEE DETAIL 1/A-317.

SAND DOWN, PREP, AND REPAINT ELECTRICAL PANEL

(INSIDE & OUTSIDE). REPLACE SEALANT & BACKER ROD

AROUND ELECTRICAL PANEL.

CRACK , INJECT EPOXY THEN GROUT AT CORNICE. SEE

DETAIL 2/A-317.

REATTACH EPOXY THEN GROUT INCIPIENT SPALL. SEE

DETAIL 2/A-316.

INSTALL SEALANT AROUND OUTLET

ADD GROUT TO PATCH

NEW OUTLET COVER

REMOVE AND REPLACE LIMESTONE PANEL

NOTIFY ALRINGTON NATIONAL CEMETERY AND

CONSTRUCTION FIELD OFFICE WHEN THIS PANEL

IS REMOVED. AN INSPECTION MUST OCCUR

BEHIND THE REMOVED PANEL TO INVESTIGATE

THE REASONING OF THE EXISTING DAMAGES. THIS

PROCESS WILL BE CONDUCTED BY ANC

ENGINEERING TEAM BEFORE THE NEW PANEL IS

INSTALLED.

REPLACE MORTAR WITH SEALANT & BACKER

A 2 INCH VERTICAL JOINT THAT IS LOCATED AT THE

TOP OF THE NICHE COVERS AND IS SPACED OUT

EVERY 3RD NICHE COVER.

(ONLY ON COURTS 7 & 8)

REPOINT JOINT

REPLACE SEALANT & BACKER ROD (TYP.)

REPLACE MORTAR WITH SEALANT & BACKER ROD

(TYP.)

INJECT GROUT IN CRACK (TYP.)

CUT JOINT TO MAKE 1/4" WIDE AND FILL WITH

GROUT

REPAIR LINE LEGENDGENERAL NOTES

1. SEE SHEET G-004 FOR ALL KEYNOTES

2. SEE SHEET G-004 FOR ALL REPAIR LINE LEGEND

3. NOT ALL JOINTS ARE SHOWN ON PLANS.

4. PROVIDE APPROVED BIOCIDE CLEANING AT

COURTS #7 & 9. DO NOT CLEAN MARBLE AND CONCRETE

NICHE WALLS COVERS WITH THIS SOLUTION. MARBLE

NICHE MUST BE PROTECTED (STAY DRY) DURING

CLEANING.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

S D

N B

D B

C H

D B

E D

E N

2 3 4 5 6 7 8 9 10

N N

C O

N O

2/ 9/

AD303

COLUMB. 7

N O

, V

M .J

O H

M .J

O H

W .M cC O

N O

SHEET 15 OF 67

N G

N , V

C O

U R

, 8

T C

O M

-B

-2

8' 16' 24'

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

SCALE: 1/32" = 1'-0"

KEYPLAN

SCALE: 1/8" = 1'-0"10 SECTION

AD301

SCALE: 1/8" = 1'-0"9 SECTION

AD301

SCALE: 1/8" = 1'-0"12 SECTION

AD301

SCALE: 1/8" = 1'-0"11 SECTION

AD301

SCALE: 1/8" = 1'-0"13 SECTION

AD301

SCALE: 1/8" = 1'-0"14 SECTION

AD301

32' 64' 96'

SCALE: 1/32" = 1' - 0"

K D

N D

AD305

AD307

AD306

AD305

AD304

AD301

AD302

AD303

AD301

AD302

AD303

AD301

AD303

AD301

AD303

AD301

A B E FDDCC

ABCCDDEF

6 6 68 TYP

SIZE: 10-1/2" X 2-1/2" SIZE: 8" X 2-1/2"

SIZE: 4-1/2" X 5-1/2"

A B E FDDCC

8 TYP

28 TYP

SIZE: 2" X 6"

LENGTH: 6"

F E D C B A 16' - 0"

SIZE: 1" X 1-1/2"

GENERAL NOTES

1. SEE SHEET G-004 FOR ALL KEYNOTES

2. SEE SHEET G-004 FOR ALL REPAIR LINE LEGEND

3. NOT ALL JOINTS ARE SHOWN ON PLANS.

4. PROVIDE APPROVED BIOCIDE CLEANING AT

COURTS #7 & 9. DO NOT CLEAN MARBLE AND CONCRETE

NICHE WALLS COVERS WITH THIS SOLUTION. MARBLE

NICHE MUST BE PROTECTED (STAY DRY) DURING

CLEANING.

COLUMBARIUM REPAIR KEY NOTES

REPLACE SEALANT JOINTS & BACKER ROD/BOND

BREAKER TAPE ON AND INSIDE FOUNTAIN. USE

SUBMERSIBLE SEALANT INSIDE FOUNTAIN. SEE

RESPECTIVE ENLARGED FOUNTAIN PLAN ON SHEET

AA-101, FOR REPAIR JOINT LOCATIONS.

CEMENTITIOUS PATCH. SEE DETAIL 6/A-316.

DUTCHMAN. SEE DETAILS ON A-316.

REPLACE MORTAR WITH SEALANT & BACKER ROD

REPOINT JOINT (TYPICAL). SEE DETAIL 8/A-317.

INJECT GROUT IN CRACK (TYPICAL). SEE DETAIL 1/A-317.

SAND DOWN, PREP, AND REPAINT ELECTRICAL PANEL

(INSIDE & OUTSIDE). REPLACE SEALANT & BACKER ROD

AROUND ELECTRICAL PANEL.

CRACK , INJECT EPOXY THEN GROUT AT CORNICE. SEE

DETAIL 2/A-317.

REATTACH EPOXY THEN GROUT INCIPIENT SPALL. SEE

DETAIL 2/A-316.

INSTALL SEALANT AROUND OUTLET

ADD GROUT TO PATCH

NEW OUTLET COVER

REMOVE AND REPLACE LIMESTONE PANEL

NOTIFY ALRINGTON NATIONAL CEMETERY AND

CONSTRUCTION FIELD OFFICE WHEN THIS PANEL

IS REMOVED. AN INSPECTION MUST OCCUR

BEHIND THE REMOVED PANEL TO INVESTIGATE

THE REASONING OF THE EXISTING DAMAGES. THIS

PROCESS WILL BE CONDUCTED BY ANC

ENGINEERING TEAM BEFORE THE NEW PANEL IS

INSTALLED.

REPLACE MORTAR WITH SEALANT & BACKER

A 2 INCH VERTICAL JOINT THAT IS LOCATED AT THE

TOP OF THE NICHE COVERS AND IS SPACED OUT

EVERY 3RD NICHE COVER.

(ONLY ON COURTS 7 & 8)

REPOINT JOINT

REPLACE SEALANT & BACKER ROD (TYP.)

REPLACE MORTAR WITH SEALANT & BACKER ROD

(TYP.)

INJECT GROUT IN CRACK (TYP.)

CUT JOINT TO MAKE 1/4" WIDE AND FILL WITH

GROUT

REPAIR LINE LEGEND

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

S D

N B

D B

C H

D B

E D

E N

2 3 4 5 6 7 8 9 10

N N

C O

N O

2/ 9/

AD304

COLUMB. 7

N O

, V

M .J

O H

M .J

O H

W .M cC O

N O

SHEET 16 OF 67

N G

N , V

C O

U R

, 8

T C

O M

-B

-2

8' 16' 24'

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

32' 64' 96'

SCALE: 1/32" = 1' - 0"

SCALE: 1/32" = 1'-0"

KEYPLAN

SCALE: 1/8" = 1'-0"18 SECTION

AD301

SCALE: 1/8" = 1'-0"17 SECTION

AD301

SCALE: 1/8" = 1'-0"16 SECTION

AD301

SCALE: 1/8" = 1'-0"15 SECTION

AD301

K D

N D

AD305

AD307

AD306

AD305

AD304

AD301

AD302

AD303

AD301

AD302

AD303

AD301

AD303

AD301

AD303

AD301

A B E FDDCC

ABCCDDEF

A B E FDDCC

ABCCDDEF

8 TYP

28 TYP

GENERAL NOTES

1. SEE SHEET G-004 FOR ALL KEYNOTES

2. SEE SHEET G-004 FOR ALL REPAIR LINE LEGEND

3. NOT ALL JOINTS ARE SHOWN ON PLANS.

4. PROVIDE APPROVED BIOCIDE CLEANING AT

COURTS #7 & 9. DO NOT CLEAN MARBLE AND CONCRETE

NICHE WALLS COVERS WITH THIS SOLUTION. MARBLE

NICHE MUST BE PROTECTED (STAY DRY) DURING

CLEANING.

COLUMBARIUM REPAIR KEY NOTES

REPLACE SEALANT JOINTS & BACKER ROD/BOND

BREAKER TAPE ON AND INSIDE FOUNTAIN. USE

SUBMERSIBLE SEALANT INSIDE FOUNTAIN. SEE

RESPECTIVE ENLARGED FOUNTAIN PLAN ON SHEET

AA-101, FOR REPAIR JOINT LOCATIONS.

CEMENTITIOUS PATCH. SEE DETAIL 6/A-316.

DUTCHMAN. SEE DETAILS ON A-316.

REPLACE MORTAR WITH SEALANT & BACKER ROD

REPOINT JOINT (TYPICAL). SEE DETAIL 8/A-317.

INJECT GROUT IN CRACK (TYPICAL). SEE DETAIL 1/A-317.

SAND DOWN, PREP, AND REPAINT ELECTRICAL PANEL

(INSIDE & OUTSIDE). REPLACE SEALANT & BACKER ROD

AROUND ELECTRICAL PANEL.

CRACK , INJECT EPOXY THEN GROUT AT CORNICE. SEE

DETAIL 2/A-317.

REATTACH EPOXY THEN GROUT INCIPIENT SPALL. SEE

DETAIL 2/A-316.

INSTALL SEALANT AROUND OUTLET

ADD GROUT TO PATCH

NEW OUTLET COVER

REMOVE AND REPLACE LIMESTONE PANEL

NOTIFY ALRINGTON NATIONAL CEMETERY AND

CONSTRUCTION FIELD OFFICE WHEN THIS PANEL

IS REMOVED. AN INSPECTION MUST OCCUR

BEHIND THE REMOVED PANEL TO INVESTIGATE

THE REASONING OF THE EXISTING DAMAGES. THIS

PROCESS WILL BE CONDUCTED BY ANC

ENGINEERING TEAM BEFORE THE NEW PANEL IS

INSTALLED.

REPLACE MORTAR WITH SEALANT & BACKER

A 2 INCH VERTICAL JOINT THAT IS LOCATED AT THE

TOP OF THE NICHE COVERS AND IS SPACED OUT

EVERY 3RD NICHE COVER.

(ONLY ON COURTS 7 & 8)

REPOINT JOINT

REPLACE SEALANT & BACKER ROD (TYP.)

REPLACE MORTAR WITH SEALANT & BACKER ROD

(TYP.)

INJECT GROUT IN CRACK (TYP.)

CUT JOINT TO MAKE 1/4" WIDE AND FILL WITH

GROUT

REPAIR LINE LEGEND

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

S D

N B

D B

C H

D B

E D

E N

2 3 4 5 6 7 8 9 10

N N

C O

N O

2/ 9/

AD305

COLUMB. 7

N O

, V

M .J

O H

M .J

O H

W .M cC O

N O

SHEET 17 OF 67

N G

N , V

C O

U R

, 8

T C

O M

-B

-2

8' 16' 24'

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

32' 64' 96'

SCALE: 1/32" = 1' - 0"

SCALE: 1/32" = 1'-0"

KEYPLAN

SCALE: 1/8" = 1'-0"22 SECTION

AD301

SCALE: 1/8" = 1'-0"21 SECTION

AD301

SCALE: 1/8" = 1'-0"20 SECTION

AD301

SCALE: 1/8" = 1'-0"19 SECTION

AD301

K D

N D

AD305

AD307

AD306

AD305

AD304

AD301

AD302

AD303

AD301

AD302

AD303

AD301

AD303

AD301

AD303

AD301

A B E FDDCC

ABCCDDEF

A B CC DD E FABCCDDEF 10 5

LENGTH: 3"

A B E FDDCC

GENERAL NOTES

1. SEE SHEET G-004 FOR ALL KEYNOTES

2. SEE SHEET G-004 FOR ALL REPAIR LINE LEGEND

3. NOT ALL JOINTS ARE SHOWN ON PLANS.

4. PROVIDE APPROVED BIOCIDE CLEANING AT

COURTS #7 & 9. DO NOT CLEAN MARBLE AND CONCRETE

NICHE WALLS COVERS WITH THIS SOLUTION. MARBLE

NICHE MUST BE PROTECTED (STAY DRY) DURING

CLEANING.

COLUMBARIUM REPAIR KEY NOTES

REPLACE SEALANT JOINTS & BACKER ROD/BOND

BREAKER TAPE ON AND INSIDE FOUNTAIN. USE

SUBMERSIBLE SEALANT INSIDE FOUNTAIN. SEE

RESPECTIVE ENLARGED FOUNTAIN PLAN ON SHEET

AA-101, FOR REPAIR JOINT LOCATIONS.

CEMENTITIOUS PATCH. SEE DETAIL 6/A-316.

DUTCHMAN. SEE DETAILS ON A-316.

REPLACE MORTAR WITH SEALANT & BACKER ROD

REPOINT JOINT (TYPICAL). SEE DETAIL 8/A-317.

INJECT GROUT IN CRACK (TYPICAL). SEE DETAIL 1/A-317.

SAND DOWN, PREP, AND REPAINT ELECTRICAL PANEL

(INSIDE & OUTSIDE). REPLACE SEALANT & BACKER ROD

AROUND ELECTRICAL PANEL.

CRACK , INJECT EPOXY THEN GROUT AT CORNICE. SEE

DETAIL 2/A-317.

REATTACH EPOXY THEN GROUT INCIPIENT SPALL. SEE

DETAIL 2/A-316.

INSTALL SEALANT AROUND OUTLET

ADD GROUT TO PATCH

NEW OUTLET COVER

REMOVE AND REPLACE LIMESTONE PANEL

NOTIFY ALRINGTON NATIONAL CEMETERY AND

CONSTRUCTION FIELD OFFICE WHEN THIS PANEL

IS REMOVED. AN INSPECTION MUST OCCUR

BEHIND THE REMOVED PANEL TO INVESTIGATE

THE REASONING OF THE EXISTING DAMAGES. THIS

PROCESS WILL BE CONDUCTED BY ANC

ENGINEERING TEAM BEFORE THE NEW PANEL IS

INSTALLED.

REPLACE MORTAR WITH SEALANT & BACKER

A 2 INCH VERTICAL JOINT THAT IS LOCATED AT THE

TOP OF THE NICHE COVERS AND IS SPACED OUT

EVERY 3RD NICHE COVER.

(ONLY ON COURTS 7 & 8)

REPOINT JOINT

REPLACE SEALANT & BACKER ROD (TYP.)

REPLACE MORTAR WITH SEALANT & BACKER ROD

(TYP.)

INJECT GROUT IN CRACK (TYP.)

CUT JOINT TO MAKE 1/4" WIDE AND FILL WITH

GROUT

REPAIR LINE LEGEND

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

S D

N B

D B

C H

D B

E D

E N

2 3 4 5 6 7 8 9 10

N N

C O

N O

2/ 9/

AD306

COLUMB. 7

N O

F…

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

File details come from the government source that posted it. Updated Feb 16, 2021.