Fort Bliss Gravesite Expansion BD Part 8

MATERIAL LEGEND

13'-0"

13'-0" (DEMO SLAB)

PLAN & SECTION

4 TYP FL2

A

13'-0" (DEMO SLAB)

TURF

AREA

DE2

3 TYP

3 TYP FL3

13'-0"

FL4

EXISTING

HONOR

GUARD

SHELTER

TURF

AREA

TURF

AREA

EARTH

NEW CONSTRUCTION

GRAVEL / FILL

BRICK

METAL

BATT INSULATION

MORTAR NET

CMU

SOLID SURFACE

CONTROL JOINT,

TYP - SEE

STRUCTURAL

FL5

FL4

PLYWOOD

BRICK

RIGID INSULATION

CMU

SPRAY FOAM

CONCRETE

STONE

STONE

FIRE PROOFING

WOOD - HORIZONTAL

FL6

WOOD - VERTICAL

EXISTING

COMMITTAL

SHELTER

(NIC)

DE3

A

ELEVATION

GYPSUM BOARD

FL1

DE1

EXISTING

CONCRETE

EXISTING

HONOR

GUARD

SHELTER

TURF

AREA

SECTION

STUCCO

EXISTING

COMMITTAL

SHELTER

(NIC)

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

B

B

SITE KEY MAP

NTS

HONOR

GUARD

SHELTER 3302

C

C

DEMO FLOOR PLAN

1/4" = 1'-0"

DEMOLITION GENERAL NOTES

4'

8'

DEMOLITION PLAN SYMBOLS

DEMOLITION PLAN KEYED NOTES

1. CONTRACTOR MUST COORDINATE ALL DEMOLITION WORK, PHASING AND

SEQUENCING WITH THE OWNER. ANY INFORMATION REGARDING SEQUENCING

PROVIDED IN THESE DOCUMENTS IS FOR ARCHITECT - OWNER PLANNING

PURPOSES ONLY, UNLESS NOTED OTHERWISE.

D

2'

2. CONTRACTOR MUST BE RESPONSIBLE FOR COORDINATING WITH ALL TRADES FOR

THE DEMOLITION WORK REQUIRED FOR THIS PROJECT..

DE1

DEMOLISH EXISTING REINFORCED CONCRETE SLAB AND ANY ASSOCIATED

EXPANSION JOINT MATERIAL BETWEEN REMOVED SLAB AND ADJACENT

PAVEMENT OR STRUCTURE

EXISTING WALL TO

REMAIN

DE2

REMOVE AND SALVAGE EXISTING METAL BENCHES AND FASTENING

HARDWARE

WALL OR

PARTITION TO BE

REMOVED

DE3

EXISTING CONCRETE SIDEWALK NOT IN CONTRACT

3. ALL DISTURBED AREAS, TURF, WALKWAYS, COLUMN FINISHES, ETC, DAMAGED BY

DEMOLITION WORK MUST BE PATCHED TO MATCH ADJACENT AREA.

DE10

6/12/2026 11:06:14 AM

DASHED LINE

INDICATES ITEM TO

BE REMOVED (UNO)

2. PROVIDE FIREPROOFING TO THE RATING REQUIRED AS INDICATED IN THE LIFE

SAFETY PLAN, CODE SUMMARY AND PER NFPA ON STRUCTURAL STEEL ELEMENTS.

4. PATCH AREAS DISTURBED OR MODIFIED BY THIS WORK WITH MATERIALS TO MATCH

EXISTING ADJACENT SURFACES OR SCHEDULED FINISHES AND TO A LIKE NEW

CONDITION.

6. DO NOT REMOVE ANY EXISTING STRUCTURAL SUPPORT MEMBERS SUCH AS

COLUMNS, BEAMS, JOISTS, LOAD-BEARING PARTITIONS ETC, UNTIL ADEQUATE

PERMANENT OR TEMPORARY SUPPORT IS IN PLACE. ALL EXISTING STRUCTURAL

MEMBERS MUST BE ADEQUATELY PROTECTED, COORDINATE WITH STRUCTURAL

ENGINEER.

5. ABBREVIATIONS AND SYMBOLS OF ARCHITECTURAL, STRUCTURAL, MECHANICAL,

AND ELECTRICAL MAY VARY BY DISCIPLINE. SEE RESPECTIVE DISCIPLINE SECTIONS

AND/OR DRAWINGS FOR DEFINITIONS.

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

6. DEFINITIONS OF COMMON TERMS.

• FURNISH: TO SUPPLY AND DELIVER TO THE SITE, READY FOR INSTALLATION