Attachment 1 - Building 19 Drawings.pdf

PROJECT LOCATION

PROJECT LOCATION

BLDG. 19

1 2 3 4 5

D

C

B

A

NO. REVISIONS DATE

DLA INSTALLATION MANAGEMENT BLDG 19 DEMOLITION

DEFENSE LOGISTICS AGENCY

6090 STRATHMORE ROAD

RICHMOND VA, 23297

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

CIVIL

ELECTRICAL

MECHANICAL

ARCHITECTURAL

STRUCTURAL

PROJECT NO.

DRAWING NO.

DATE

AS NOTED

SHEET NAME.

BUILDING NAME.

613 NW LOOP 410, STE 700

SAN ANTONIO, TX 78216

(210) 841-2800

HDR ENGINEERING, INC

TEXAS P.E. FIRM

REGISTRATION NO. F-754

R. WHITE

K. LE

C. HABY

J. JANOTA

J. CORONADO

1 2 3 4 5

D

C

B

A

6090 Strathmore Road Richmond, VA 23237

DSCR BLDG 19 DEMOLITION

IFC SUBMITTAL

JW

KH

31 JULY 2024

10356006

G-001

COVER SHEET

DSCR BUILDING 19 DEMOLITION

31 JULY 2024

NTSA2

VICINITY MAP

NTSB4

LOCATION MAP

TRUE NORTH

H ROAD

3RD STREET

L R

O A

D

G R

O A

D

J ROAD

H ROAD

1 2 3 4 5

D

C

B

A

NO. REVISIONS DATE

Defense Supply Center Richmond

DLA Installation Management Richmond

6090 Strathmore Road

Richmond, VA 23237

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

CIVIL

ELECTRICAL

MECHANICAL

ARCHITECTURAL

STRUCTURAL

PROJECT NO.

DRAWING NO.

DATE

AS NOTED

SHEET NAME.

BUILDING NAME.

613 NW LOOP 410, STE 700

SAN ANTONIO, TX 78216

(210) 841-2800

HDR ENGINEERING, INC

TEXAS P.E. FIRM

REGISTRATION NO. F-754

R. WHITE

K. LE

C. HABY

J. JANOTA

J. CORONADO

1 2 3 4 5

D

C

B

A

JW

KH

31 JULY 2024

10356006

G-002

SHEET INDEX

DSCR BUILDING 19 DEMOLITION

31 JULY 2024

SHEET LIST

SHEET NUMBER SHEET NAME

65%

05/13/2024 95%

06/18/2024 100%

07/31/2024

GENERAL

G-001 COVER SHEET X

G-002 SHEET INDEX X

G-003 GENERAL NOTES, ABBREVIATIONS X

G-004 CODE ANALYSIS X

G-101 LIFE SAFETY PLAN X

CIVIL

C-001 CIVIL ABBREVIATIONS, NOTES, AND LEGEND X

C-002 EXISTING CONDITIONS AND DEMOLITION PLAN X

C-003 SITE AND EROSION CONTROL PLAN X

C-004 CIVIL SITE DETAILS X

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES X

S-002 TYPICAL CONCRETE DETAILS 1 X

S-003 TYPICAL CONCRETE DETAILS 2 X

S-004 TYPICAL CMU DETAILS 1 X

SD101 OVERALL FIRST FLOOR FRAMING DEMOLITION PLAN X

SD101A PARTIAL FIRST FLOOR FRAMING DEMOLITION PLAN X

SD104 OVERALL ROOF FRAMING DEMOLITION PLAN X

SD104A PARTIAL ROOF FRAMING DEMOLITION PLAN X

SD101B PARTIAL FIRST FLOOR FRAMING DEMOLITION PLAN X

SD104B PARTIAL ROOF FRAMING DEMOLITION PLAN X

S-101 FIRST FLOOR FRAMING PLAN X

S-501 TYPICAL STRUCTURAL DETAILS X

ARCHITECTURAL

AD101 FIRST FLOOR DEMO PLAN X

AD104 ROOF PLAN DEMOLITION X

A-101 FIRST FLOOR PLAN X

A-104 ROOF PLAN X

A-310 WALL SECTIONS X

FIRE PROTECTION

F-001 FIRE ALARM GENERAL NOTES X

FD101 FIRE ALARM AND MASS NOTIFICATION PLAN - DEMOLITION X

FA101 FIRE ALARM AND MASS NOTIFICATION PLAN - NEW WORK X

FA501 FIRE ALARM AND MASS NOTIFICATION DETAILS X

FA601 FIRE ALARM AND MASS NOTIFICATION MATRIX X

MECHANICAL

M-001 MECHANICAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS X

M-101 MECHANICAL AND PLUMBING PLAN X

M-501 HVAC AND PLUMBING DETAILS I X

M-502 HVAC AND PLUMBING DETAILS II X

M-601 HVAC SCHEDULES AND PLUMBING MATERIAL LIST X

ELECTRICAL

E-100 ELECTRICAL SYMBOLS AND LEGEND X

ED101 ELECTRICAL PLAN - DEMOLITION X

ED601 ELECTRICAL ONE-LINE DIAGRAMS - DEMOLITION X

E-101 ELECTRICAL PLAN - NEW WORK X

E-501 ELECTRICAL DETAILS X

E-601 ELECTRICAL ONE-LINE DIAGRAMS AND PANEL SCHEDULES X

ES101 ELECTRICAL SITE PLAN X

TELECOMMUNICATIONS

TD101 TELECOMMUNICATIONS DEMO PLAN X

DRAWING ABBREVIATIONS

INDEX OF DRAWINGS

STRUCTURAL ABBREVIATIONS

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

F - FIREPROTECTION

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

T - TELECOMMUNICATIONS

DISCIPLINE MODIFIER

ANNOTATION CALLOUTS/DRAWING SYMBOLS

STRUCTURAL ABBREVIATIONS

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HTCEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORDCOORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GREXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRKFACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLRFINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTI

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERINGSTANDARDS

REVISION

TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

SHEET NUMBER

SHEET NUMBER

SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL

(FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

SHEET NUMBER WITHIN SERIES

A201

A204

A301

A401

ROOM

100'

LEVEL 01

100'

A

PLAN NORTH

1 2 3 4 5

D

C

B

A

NO. REVISIONS DATE

Defense Supply Center Richmond

DLA Installation Management Richmond

6090 Strathmore Road

Richmond, VA 23237

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

CIVIL

ELECTRICAL

MECHANICAL

ARCHITECTURAL

STRUCTURAL

PROJECT NO.

DRAWING NO.

DATE

AS NOTED

SHEET NAME.

BUILDING NAME.

613 NW LOOP 410, STE 700

SAN ANTONIO, TX 78216

(210) 841-2800

HDR ENGINEERING, INC

TEXAS P.E. FIRM

REGISTRATION NO. F-754

R. WHITE

K. LE

C. HABY

J. JANOTA

J. CORONADO

1 2 3 4 5

D

C

B

A

JW

BK

31 JULY 2024

10356006

G-003

GENERAL NOTES, ABBREVIATIONS

DSCR BUILDING 19 DEMOLITION

31 JULY 2024

STRUCTURAL ABBREVIATIONS

ABBREVIATION ABBREVIATION NAME

# NUMBER

& AND

= EQUAL, EQUALS

@ AT

A/C AIR CONDITIONING

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISEHD FLOOR

AH, AHU AIR HANDLING UNIT

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

APA AMERICAN PLYWOOD ASSOCIATION

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AT/FP ANTI-TERRORISM/ FORCE PROTECTION

AWS AMERICAN WELDING SOCIETY

BET BETWEEN

BLW BELOW

BM BEAM

BN BOUNDARY NAIL

BOF BOTTOM OF FOOTING

BOT BOTTOM

BRG BEARING

C CHANNEL

CE CARBON EQUIVALENT

CENT CENTERED

CFMF COLD-FORMED METAL FRAMING

CFS COLD-FORMED STEEL

CIP CAST IN PLACE

CJ CONTROL JOINT/CEILING JOIST

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

COND CONDITION

CONN CONNECT, CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CORNER

CWB CAPILLARY WATERBARRIER

D DEEP, DEPTH

DEG DEGREE

DEM DEMOLISH, DEMOLITION

DEP DEPRESSED

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DL DEADLOAD

DO DITTO

DT DRAG TRUSS

DWG(S) DRAWINGS

DWL DOWEL

EA EACH

EF EACHFACE

ELEC ELECTRICAL

ELEV ELEVATION

EN EDGE NAIL

EQN EQUATION

EQUIP EQUIPMENT

ES EACH SIDE

EW EACH WAY

EXIST EXISTING

EXT EXTERNAL, EXTERIOR

FF FAR FACE

FFE FINISH FLOOR ELEVATION

FG FINISH GRADE

FJ FLOOR JOIST

FMG FRAMING

FN FIELD NAIL

FND FOUNDATION

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD

FS FAR SIDE

FT, ' FOOT

FTG FOOTING

Fy YIELD STRESS

GA GAUGE

GLB GLUED LAMINATED BEAM

GT GIRDER TRUSS

GUSS GUSSET

GYP BD GYPSUM BOARD

HD HOLD DOWN

HDR HEADER

HGR HANGER

HK HOOK

HORIZ HORIZONTAL

HP HIGH POINT

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HVAC HEATNG/ VENTILATING/ AIR CONDITIONING

I MOMENT OF INERTIA

IBC INTERNATIONAL BUILDING CODE

ICF INSULATED CONCRETE FORM

ID INSIDE DIAMETER

IN, " INCH

INCL INCLUDE

STRUCTURAL ABBREVIATIONS

ABBREVIATION ABBREVIATION NAME

INFO INFORMATION

INS INSULATED, INSULATION

JST JOIST

K, KIPS THOUSAND POUNDS

L LENGTH, ANGLE

LB POUND

LG LONG

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATE, LOCATION

LONG LONGITUDINAL

LP LOW POINT

LW LIGHT WEIGHT

MAS MASONRY

MB MACHINE BOLT

MBR MEMBER

MECH MECHANICAL

MED MEDIUM

MEZZ MEZZANINE

MF MOMENT FRAM

MFG MANUFACTURING

MIN MINIMUM

MO MASONRY OPENING

MOD MODIFY, MODIFIED

MRF MANUFACTURER

NF NEAR FACE

NOM NOMINAL

NS NEAR SIDE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND, OVERHEAD

OWSJ OPEN WEB STEEL JOIST

P/C PIN CONNECTED

PAR PARALLEL

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PEN PENETRATION

PFJ PERIMETER FELT JOINT

PL PLATE

PLYWD PLYWOOD

PNL PANEL

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED, POINT, PRETENSIONED

REINF REINFORCING, REINFORCED

REQ REQUIRED

RET RETURN, RETAINING

REV REVISION, REVISED

RF ROOF

RFT RAFTERS

RPM REVOLUTIONS PR MINUTE

RS ROUGH SAWN

RT ROOF TRUSS

S SECTION MODULUS

SC SLIP CRITICAL

SCBRW SEGMENTAL CONCRETE BLOCK RETAINING WALL

SCHED SCHEDULE

SDI STEEL DECK INSTITUTE

SECT SECTION

SEIS SEISMIC

SEP SEPARATION

SHT SHEET

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SMS SHEET METAL SCREW

SPEC(S) SPECIFICATION(S)

SPRT SUPPORT

SQ SQUARE

SS STAINLESS STEEL

ST SNUG TIGHT

STD STANDARD

STIF/STIFF STIFFENER

STL STEEL

STRUCT STRUCTURAL, STRUCTURE

SUSP SUSPENDED

SYM SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TGB TOP OF GRADE BEAM

THK THICK, THICKNESS

TL TOTAL LOAD

TN TOE NAIL

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UFC UNITED FACILITES CRITERIA

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

VB VAPOR BARRIER

VERT VERTICAL

W WIDTH, WEST, WIDE FLANGE

w/ WITH

WF WIDE FLANGE

WPT WORKING POINT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

x BY, TIMES

1 2 3 4 5

D

C

B

A

NO. REVISIONS DATE

Defense Supply Center Richmond

DLA Installation Management Richmond

6090 Strathmore Road

Richmond VA, 23237

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

CIVIL

ELECTRICAL

MECHANICAL

ARCHITECTURAL

STRUCTURAL

PROJECT NO.

DRAWING NO.

DATE

AS NOTED

SHEET NAME.

BUILDING NAME.

613 NW LOOP 410, STE 700

SAN ANTONIO, TX 78216

(210) 841-2800

HDR ENGINEERING, INC

TEXAS P.E. FIRM

REGISTRATION NO. F-754

R. WHITE

K. LE

C. HABY

J. JANOTA

J. CORONADO

D

C

B

A

1 2 3 4 5

RM

RD

31 JULY 2024

10356006

G-004

CODE ANALYSIS

BLDG 19 DEMOLITION

31 JULY 2024

• THERE WILL BE NO ALTERATION TO THE EXISTING FIRE HYDRANT PLACMENT AND COVERGE AS PART OF THE OF THIS PROJECT'S SCPOPE OF WORK.

FIRE HYDRANT PLACEMENT AND COVERAGE (SEE CODE COMPLIANCE SITE PLAN)

• THERE WILL BE NO ALTERATION TO THE EXISTING SERVICE MAINS AND LATERALS AS PART OF THE OF THIS PROJECT'S SCPOPE OF WORK.

SERVICE MAINS AND LATERALS

• FIRE FLOW IS INDEPENDENT OF SPRINKLER SYSTEM DEMAND. UFC -600-01 § 9-2.1

• FIRE FLOW FOR SPRINKLERED FACILITIES MUST BE A MINIMUM OF 1,000 GPM AT 20 PSI. UFC -600-01 § 9-2.1

• THERE IS NO EXTERIOR RENOVATION AS PART OF THIS SCOPE OF WORK. THE BUILDING'S FIRE FLOW WILL NOT BE ALTURED.

FIRE FLOW FOR FACILITIES

• THERE IS NO EXTERIOR RENOVATION AS PART OF THIS SCOPE OF WORK.

FIRE DEPARTMENT VEHICLE ACCESS

USE UFC 3-600-01 IN LIEU OF IBC CHAPTER 9. UFC 1-200-01 § 2-9

FIRE PROTECTION SYSTEMS:

NEW BUSINESS A OR B A OR B A,B, OR C CLASS I OR II

EXITS

EXIT ACCESS CORRIDORS OTHER SPACES

INTERIOR FINISH

FLOOR

GROUP

WITH SPRINKLER SYSTEM

INTERIOR WALL, CEILING, AND FLOOR FINISHES: NFPA 101 CHAPTER 10 TABLE A.10.2.2

SPRINKLER PROTECTION IS PROVIDED.

HAZARD GREATER THAN THAT NORMAL TO THE GENERAL OCCUPANCY WHERE AUTOMATIC

• A SMOKE PARTITON WILL BE PROVIDED TO SEPARATE AN AREA HAVING A DEGREE OF NFPA 101 § 8,7,1,2 (1), 38.3.2.1, PROTECTION FROM HAZARDS - APPLIES TO JANITORIAL CLOSETS (SEE LIFE SAFETY PLAN)

• THERE IS NO EXTERIOR RENOVATION AS PART OF THIS SCOPE OF WORK.

FIRE WALL FOR BUILDING SEPARATION

SPECIFICALLY REFERENCE IBC CHAPTER 7.

CONFORM TO THE REQUIRMENTS OF NFPA 101 CHAPTER 8, EXCEPT WHERE IBC CHAPTERS 5 AND 6 UFC 3-600-01 § 7-1

IBC CHAPTER 7 AND UFC 3-600-01 APPLY. UFC 1-200-01 § 2-7

FIRE AND SMOKE PROTECTION FEATURES:

NOTE 1: FIRE RATING MAYBE INCREASED DUE TO OTHER CRITERIA SUCH AS FIRE AREA SEPARATION.

• ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS): 0 HOUR

• FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS): 0 HOUR

• NON-BEARING WALLS & PARTITIONS - INTERIOR: 0 HOUR (NOTE 1)

• NON-BEARING WALLS - EXTERIOR SEPARATION DISTANCE >30 FT: 0 HOUR

• BEARING WALLS - INTERIOR: 0 HOUR

• BEARING WALLS - EXTERIOR SEPARATION DISTANCE >30 FT: 0 HOUR

• STRUCTURAL FRAME (INCLUDING COLUMNS, GIRDERS, AND TRUSSES): 0 HOUR

IBC 601 & TABLE 602 ALL ALLOWABLE COMBUSTIBLE

MATERIALS AS DEFINED IN SECTION 603

REQUIRED STRUCTURAL ELEMENTS:

• TYPE IIB CONSTRUCTION (IBC) - (000) PER NFPA 220 IBC § 602 & TABLE 601

IBC CHAPTER 6 AND UFC 3-600-01 APPLY. UFC 1-200-01 § 2-6

TYPES OF CONSTRUCTION:

• ACTUAL BUILDING HEIGHT AND STORIES: 15 FT 0 IN AND ONE (1) STORIES IBC § 502 BUILDING HEIGHT

• ALLOWABLE HEIGHT: UNLIMITED FOR HANGARS IBC § 504.1 & UFC 4-211-01 § 3-3.1.7

• ALLOWABLE HEIGHT: 55 FT AND 3 STORIES FOR FULLY NON-SPRINKLED GROUP B BUILDINGS IBC § 504.1 TABLE 504.3/504.4

DEFINITION

• ACTUAL TOTAL BUILDING AREA: 2,000 SF IBC § 502 BUILDING AREA

IBC CHAPTER 5 AND UFC 3-600-01 APPLY. UFC 1-200-01 § 2-5

GENERAL BUILDING HEIGHTS AND AREAS:

• THERE ARE NO SPECIAL DETAILED REQUIREMENTS BASED ON USE

USE UFC 3-600-01 CHAPTER 4 IN LIEU OF IBC CHAPTER 4. UFC 1-200-01 § 2-4

SPECIAL DETAILED REQUIREMENTS BASED ON USE:

NEW BUSINESS OCCUPANCIES NFPA 101 CHAPTER 38

• NFPA OCCUPANCY CLASSIFICATIONS - SINGLE OCCUPANCY: NFPA 101 § 6.1.14.3

FINISH, FIRE PROTECTION FEATURES AND MEANS OF EGRESS.

RATING OF INTERIOR LOAD-BEARING PARTITIONS (OTHER THAN OCCUPANCY SEPARATION), INTERIOR

NFPA 101 APPLIES TO OCCUPANCY CLASSIFICATION AS IT RELATES TO FIRE/SMOKE RESISTANCE UFC 3-600-01 § 3-3.1.2

GROUP B BUSINESS IBC § 304 (BUSINESS)

• IBC OCCUPANCY CLASSIFICATIONS - MIXED USE AND OCCUPANCY - NON-SEPARATED OCCUPANCY: IBC § 508.3

AREA, BUILDING SEPARATION AND OCCUPANCY SEPARATION.

IBC APPLIES TO OCCUPANCY CLASSIFICATION AS IT RELATES TO BUILDING HEIGHT, BUILDING UFC 3-600-01 § 3-2.1.2

IBC CHAPTER 3 AND UFC 3-600-01 APPLY. UFC 1-200-01 § 2-3

PROJECT USE AND OCCUPANCY CLASSIFICATION:

EXISTING BUSINESS OCCUPANCIES NFPA 101 CHAPTER 39

NEW BUSINESS OCCUPANCIES NFPA 101 CHAPTER 38

• NFPA OCCUPANCY CLASSIFICATIONS - MIXED USE AND OCCUPANCY - NON-SEPARATED OCCUPANCY: NFPA 101 § 6.1.14.3

FINISH, FIRE PROTECTION FEATURES AND MEANS OF EGRESS.

RATING OF INTERIOR LOAD-BEARING PARTITIONS (OTHER THAN OCCUPANCY SEPARATION), INTERIOR

NFPA 101 APPLIES TO OCCUPANCY CLASSIFICATION AS IT RELATES TO FIRE/SMOKE RESISTANCE UFC 3-600-01 § 3-3.1.2

GROUP B BUSINESS IBC § 304 (BUSINESS)

• IBC OCCUPANCY CLASSIFICATIONS - MIXED USE AND OCCUPANCY - NON-SEPARATED OCCUPANCY: IBC § 508.3

AREA, BUILDING SEPARATION AND OCCUPANCY SEPARATION.

IBC APPLIES TO OCCUPANCY CLASSIFICATION AS IT RELATES TO BUILDING HEIGHT, BUILDING UFC 3-600-01 § 3-2.1.2

IBC CHAPTER 3 AND UFC 3-600-01 APPLY. UFC 1-200-01 § 2-3

BUILDING USE AND OCCUPANCY CLASSIFICATION:

WITH UFC 3-600-01 AND NFPA 101 THAN BEFORE THE MODIFICATION PROJECT WAS UNDERTAKEN.

REQUIREMENTS IN THIS UFC 3-600-01 AND NFPA 101 FOR NEW CONSTRUCTION. ADDITIONALLY, THE WORK MUST NOT MAKE THE BUILDING AREAS LOCATED OUTSIDE OF THE WORK AREA LESS CONFORMING

RECONSTRUCTION: REQUIRES NEWLY CONSTRUCTED ELEMENTS, COMPONENTS AND SYSTEMS TO COMPLY WITH NEW CONSTRUCTION

GENERAL REQUIREMENTS:

AREA IS NOT PERMITTED TO BE OCCUPIED BECAUSE EXISTING MEANS OF EGRESS AND FIRE PROTECTION SYSTEMS, OR THEIR EQUIVALENT, ARE NOT IN PLACE OR CONTINUOUSLY MAINTAINED.

THE RECONFIGURATION OF A SPACE THAT AFFECTS AN EXIT OR A CORRIDOR SHARED BY MORE THAN ONE OCCUPANT SPACE; OR THE RECONFIGURATION OF A SPACE SUCH THAT THE REHABILITATION...

NFPA 101 - RECONSTRUCTION: NFPA 101 § 43.2.2.1.4

WINDOW, THE RECONFIGURATION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT.

AN ALTERATION - LEVEL 2 INCLUDES THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR...

IEBC - ALTERATION LEVEL 2: IEBC § 603.1

PROJECT DESCRIPTION (IEBC AND NFPA 101):

THIS PROJECT CONSISTS OF DEMOLISHING THE UNOCCUPIED AREA OF BUILDING 19.

PROJECT DESCRIPTION:

INTERNATIONAL CODE COUNCIL, INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2021 EDITION. (AS AMENDED BY UFC 1-200-01).

INTERNATIONAL CODE COUNCIL, INTERNATIONAL BUILDING CODE (IBC), 2021 EDITION. (AS AMENDED BY UFC 1-200-01).

OTHER REFERENCES

NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS, 2022 EDITION.

NFPA 170, STANDARD FOR FIRE SAFETY AND EMERGENCY SYMBOLS, 2024 EDITION.

NFPA 101, LIFE SAFETY CODE, 2024 EDITION.

NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2022 EDITION.

NFPA 70, NATIONAL ELECTRIC CODE, 2023 EDITION.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) - LATEST EDITIONS

UFC 3-601-02, FIRE PROTECTION SYSTEMS INSPECTION, TESTING, AND MAINTENANCE, 07 OCT 2021

UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES, CHANGE 6, 06 MAY 2021

UFC 1-200-01 DOD BUILDING CODE (1 SEPTEMBER 2022 WITH CHANGE 3, 26 FEBRUARY 2024)

UNIFIED FACILITIES CRITERIA (UFC)

REFERENCED CODES AND STANDARDS:

CODE ANALYSIS

• EVERY EXIT OR DIRECTIONAL SIGN WILL BE ILLUMINATED BY A RELIABLE LIGHT SOURCE. NFPA 101 § 7.10.5.1

LOCATION WHERE DIRECTION OF TRAVEL TO REACH THE NEAREST EXIT IS NOT APPARENT.

• A SIGN WITH DIRECTIONAL INDICATOR SHOWING DIRECTION OF TRAVEL WILL BE PLACED IN EVERY NFPA 101 § 7.10.2.1

THE EXIT OR WAY TO REACH EXITIS NOT READILY APPARENT TO OCCUPANTS.

• ACCESS TO EXITS WILL BE MARKED BY APPROVED, READILY VISIBLE SIGNS IN ALL CASES WHERE NFPA 101 § 7.10.1.5.1

EXITS, WILL BE MARKED BY APPROVED SIGNS.

• EXITS OTHER THAN MAIN EXTERIOR EXIT DOORS THAT ARE OBVIOUSLY AND CLEARLY IDENTIFIED AS NFPA 101 § 7.10.1.2.1

MARKING MEANS OF EGRESS

• MINIMUM ILLUMINATION FOR FLOORS AND OTHER WALKING SURFACES WILL BE AT LEAST 1 FC. NFPA 101 § 7.8.1.3 (2)

WALKING SURFACE).

• MINIMUM ILLUMINATION FOR MEANS OF EGRESS WILL BE AT LEAST 10 FC (MEASURED FROM NFPA 101 § 7.8.1.3 (1)

ILLUMINATION OF MEANS OF EGRESS

• EXISTING BUSINESS (NON-SPRINKLERED): 20 FEET NFPA 101 § 39.2.5.3.2

DEAD END CORRIDOR

• NEW BUSINESS (NON-SPRINKLERED OR OCCUPANT LOAD > 30 PERSONS): 75 FEET NFPA 101 § 38.2.5.2.3

COMMON PATH OF TRAVEL

• NEW BUSINESS (NON-SPRINKLERED): 200 FEET NFPA 101 § 38.2.6.2

TRAVEL DISTANCE TO AN EXIT

• IT EQUIPMENT ROOMS OR TELOCOMMUNICATIONS ROOMS 300 SQ FT/PERSON GROSS FLOOR AREA UCF 3-600-01 § 10-3.1, TABLE 10-1

• MECHANICAL, ELECTRICAL, OTHER BUILDING EQUIPMENT... 500 SQ FT/PERSON GROSS FLOOR AREA UCF 3-600-01 § 10-3.1, TABLE 10-1

• BUSINESS - OTHER 150 SQ FT/PERSON GROSS FLOOR AREA NFPA 101 TABLE 7.3.1.2

PROJECT OCCUPANCY LOAD FACTORS

OF THE REQUIRED EGRESS WIDTH.

• DOORS LEAVES SWINGING INTO THE THE MEANS OF EGRESS WILL LEAVE NOT LESS THAN ON HALF NFPA 101 § 7.2.1.4.3.1

DOOR LEAF ENCROACHMENT

• DOORS WILL SWING IN THE DIRECTION OF TRAVEL WHERE SERVING MORE THAN 50 PERSONS. NFPA 101 § 7.2.1.4.2 (1)

DOOR LEAF SWING DIRECTION

LIGHTING IN ACCORDANCE WITH NFPA 101 § 7.9.

• THE EGRESS SIDE OF ACCESS-CONTROLLED EGRESS DOORS WILL BE PROVIDED WITH EMERGENCY NFPA 101 § 7.2.1.6.2(7)

FIRE PROTECTIVE SIGNALLING SYSTEM IS MANUALLY RESET.

UNLOCK THE EGRESS DOORS IN THE DIRECTION OF EGRESS AND THEY WILL REMAIN UNLOCKED UNTIL THE

• ACTIVATION OF THE BUILDING SPRINKLER SYSTEM OR FIRE PROTECTION SIGNALING SYSTEM WILL NFPA 101 § 7.2.1.6.2(6)

THE LOCK, INDEPENDENT OF LOCKING SYSTEM ELECTRONICS.

• WHEN OPERATED, THE MANUAL RELEASE DEVICE WILL RESULT IN DIRECT INTERRUPTION OF POWER TO

READS "PUSH TO EXIT".

• THE MANUAL RELEASE DEVICE WILL BE READILY ACCESSIBLE AND CLEARLY IDENTIFIED BY A SIGN THAT

AND WITHIN 60 IN. OF THE SECURED DOOR OPENING.

• MANUAL RELEASE DEVICE WILL BE LOCATED ON THE EGRESS SIDE 40 IN TO 48 IN ABOVE THE FLOOR

DEVICE COMPLYING WITH THE FOLLOWING:

• DOOR LOCKS WILL BE ARRANGED TO UNLOCK IN THE DIRECTION OF EGRESS FROM A MANUAL RELEASE NFPA 101 § 7.2.1.6.2(3)

THE SENSOR OR TO THE PART OF THE SYSTEM THAT LOCKS THE DOOR.

• DOOR LEAVE WILL AUTOMATICALLY UNLOCK IN THE DIRECTION OF TRAVEL UPON LOSS OF POWER TO NFPA 101 § 7.2.1.6.2(2)

OF EGRESS UPON DETECTION OF APPROACHING OCCUPANT.

• SENSOR WILL BE PROVIDED ON THE EGRESS SIDE, ARRANGED TO UNLOCK THE DOOR IN THE DIRECTION NFPA 101 § 7.2.1.6.2(1)

LOCKING HARDWARE THAT PREVENTS EGRESS, PROVIDED THAT THE FOLLOWING ARE MET:

• DOOR ASSEMBLIES IN THE MEANS OF EGRESS WILL BE PERMITTED TO BE EQUIPPED WITH ELECTRICAL NFPA 101 § 7.2.1.6.2

ACCESS-CONTROLLED EGRESS DOOR ASSEMBLIES

CORRIDORS NEED NOT BE PROTECTED WITH FIRE RATED CONSTRUCTION. 38.3.6.1 (3), 42.3.6

• WHERE AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IS PROVIDED THROUGHOUT, NFPA 101 § 7.1.3.1 (2), 12.3.6 (2), NFPA 101 EXIT ACCESS CORRIDORS

OF THE 2015 IBC ARE ACCPETABLE.

• WHERE ABA STANDARDS REFERENCES PREVIOUS VERSIONS OF IBC, THE APPLICABLE REQUIRMENTS

ACT (ABA) STANDARDS.

• DO NOT USE IBC CHAPTER 10, EXCEPT WHERE REFERENCED BY ARCHITECTURAL BARRIERS

USE UFC 3-600-01 IN LIEU OF IBC CHAPTER 10. UFC 1-200-01 § 2-10

MEANS OF EGRESS (SEE LIFE SAFETY PLANS):

• BUILDING TO BE INHABITED (ROUTINELY OCCUPIED BY 11 OR MORE 11 OCCUPANTS). UFC 4-011 § 1-8

• MASS NOTIFICIATION SYSTEM IS REQUIRED THROUGHOUT.

OR WITH MORE THAN 50 OCCUPANTS ABOVE OR BELOW LEVEL OF EXIT DISCHARGE.

• BUSINESS OCCUPANCY - FIRE ALARM REQUIRED FOR OCCUPANT LOAD > 300 PERSONS. NFPA 101 § 38.3.4.1

• FIRE ALARM SYSTEM IS REQUIRED THROUGHOUT.

FIRE ALARM AND MASS NOTIFICATION SYSTEM (MNS)

• MECHANICAL ROOMS WILL HAVE BRACKET MOUNTED FIRE EXTINGUISHERS. UFC 3-600-01 § 9-17.3.2

• RECESSED OR SEMI-RECESSED CABINETS TO BE PROVIDED IN FINISHED SPACES. UFC 3-600-01 § 9-17.3.1

ELECTRONICS (EG: CLEAN AGENT).

• EXTINGUISHERS FOR ELECTRONIC EQUIPMENT AREAS SPACES WILL BE SUITABLE FOR UFC 3-600-01 § 9-17.2.2

• PORTABLE FIRE EXTINGUISHERS WILL BE LOCATED IN ACCORDANCE WITH NFPA 10. UFC 3-600-01 § 9-17.2.1

EXCEPT FOR SPECIAL USES.

• GENERAL PURPOSE FIRE EXTINGUISHERS ARE NOT REQUIRED FOR FULLY SPRINKLERED BUILDINGS, UFC 3-600-01 § 9-17.1

PORTABLE FIRE EXTINGUISHERS

• THE DISTANCE FROM EXTERIOR DOORS TO ANY PORTION OF THE BUILDING DOES NOT EXCEED 450 FT. UFC 3-600-01 § 9-10.2.2

• THE BUILDING DOES NOT EXCEED 4 STORIES. UFC 3-600-01 § 9-10.2.1

• STANDPIPE SYSTEMS IS NOT REQUIRED.

STANDPIPE SYSTEMS

EXCEEDING 15,000 SQFT.

• AUTOMATIC SPRINKLER PROTECTION IS REQUIRED FOR SINGLE STORY TYPE I OR II CONSTRUCTION UFC 3-600-01 § 9-7.2.1.1

• AUTOMATIC SPRINKLER PROTECTION IS NOT REQUIRED THROUGHOUT.

AUTOMATIC SPRINKLER PROTECTION

ATTS

XEE FO

SA

T

LI DEC NE S

P R

ESS

NIO AL

O F

I

ENG

N

EE

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RUSSELL P. MILLER

139919

07/31/2024

DN

TD-1 TD-1

TD-1 TD-1TD-1

TD-2 TD-2

TD-2 TD-2

CP-1 CP-1

CP-1 CP-1

C P

-1 C

P -1

RESTROOM

106 SF

WORK ROOM

44 SF

BREAK ROOM

261 SF

LOBBY

455 SF

OFFICE

102 SF

OFFICE

102 SF

I.T.

18 SF

CORRIDOR

88 SF

ELEC / MECH

110 SFCORRIDOR

264 SF

VESTIBULE

88 SF

A

B

1 2 3 4

32" 0.2

32" 0.2

61" 0.3

EXIT WIDTH [INCHES]

EXIT DOOR TAG

LINE TYPES FOR MEANS OF EGRESS:

TRAVEL DISTANCE

COMMON PATH

COMPONENT SYMBOL

LIFE SAFETY SYMBOLS:

TD

CP

EXIT DISCHARGE ARROW

EXIT DISCHARGE

A

B

C

CAPACITY FACTOR [INCHES PER OCCUPANT]

EXIT CAPACITY [OCCUPANTS]

FIRE EXTINGUISHER

(ABC EXTINGUISHER)

(CA DENOTES CLEAN AGENT EXTINGUISHER)

(CO2 DENOTES CARBON MONOXIDE)

1 HOUR FIRE RATED BARRIER

1. FOR EXIT LIGHT AND EMERGENCY LIGHTING, SEE

ELECTRICAL LIGHTING DRAWINGS (E SERIES).

LIFE SAFETY NOTES:

EXISTING EXIT SIGN

Key Plan

1 2 3 4 5

D

C

B

A

NO. REVISIONS DATE

Defense Supply Center Richmond

DLA Installation Management Richmond

6090 Strathmore Road

Richmond VA, 23237

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

CIVIL

ELECTRICAL

MECHANICAL

ARCHITECTURAL

STRUCTURAL

PROJECT NO.

DRAWING NO.

DATE

AS NOTED

SHEET NAME.

BUILDING NAME.

GENERAL SHEET NOTES

PLAN NORTH

613 NW LOOP 410, STE 700

SAN ANTONIO, TX 78216

(210) 841-2800

HDR ENGINEERING, INC

TEXAS P.E. FIRM

REGISTRATION NO. F-754

R. WHITE

K. LE

C. HABY

J. JANOTA

J. CORONADO

AREA TO BE

DEMOLISHED

EXIST. TO

REMAIN

D

C

B

A

1 2 3 4 5

RM

RD

31 JULY 2024

10356006

G-101

LIFE SAFETY PLAN

BLDG 19 DEMOLITION

31 JULY 2024

3/16" = 1'-0"A1

LIFE SAFETY PLAN

LEGEND

MEANS OF EGRESS

EGRESS

PATH ID OCCUPANCY SPRINKLER PROVIDED

MAXIMUM

PERMITTED

CP-1 NEW BUSINESS NO 56' - 6" 75' - 0"

TD-1 EXISTING BUSINESS NO 66' - 6" 200' - 0"

TD-2 EXISTING BUSINESS NO 56' - 0" 200' - 0"

TOTAL 59

123 CORRIDOR BUSINESS (GROSS) 264 150 2

110 CORRIDOR BUSINESS (GROSS) 88 150 1

109 IT IT EQUIPMENT ROM 18 300 1

108 ELEC/MECH

MECHANICAL/ELECTRICAL

ROOM

110 500 1

106 RESTROOM BUSINESS (GROSS) 106 150 1

105 BREAK ROOM ASSEMBLY USE 261 15 18

104 WORK ROOM BUSINESS (GROSS) 44 150 1

103 OFFICE BUSINESS (GROSS) 102 150 1

102 OFFICE BUSINESS (GROSS) 102 150 1

101 LOBBY ASSEMBLY USE 455 15 31

100 VESTIBULE BUSINESS (GROSS) 88 150 1

ROOM # ROOM DESCRIPTION OCCUPANT USE TYPE

AREA

(SQ SF)

OCCUPANT

LOAD FACTOR

(SQ SF/PERSON)

OCCUPANT

LOAD

OCCUPANT LOAD SCHEDULE

ATTS

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RUSSELL P. MILLER

139919

FLAG POLE

SANITARY SEWER CLEANOUT

AIR CONDITIONER UNIT

SPRINKLER VALVE

SPRINKLER HEAD

TRAFFIC/ELECTRIC PULL BOX

TELEPHONE MANHOLE

SIGN

COMMERCIAL SIGN

UNDERGROUND CABLE TV LINE

WATER LINE

GAS LINE

OVERHEAD ELECTRIC LINE

GAS VALVE

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

TRANSFORMER POLE

TELEPHONE RISER

FIRE HYDRANT

LIGHT POLE

GAS METER

POWER POLE

FENCE

ELECTRIC UNDERGROUND LINE

ELECTRIC MANHOLE

GROUND TRANSFORMER

SANITARY SEWER LINE

GAS VENT

PAY PHONE

GUARD POST

MONUMENT FOUND

MONUMENT SET

EXISTING CONCRETE

EXISTING ASPHALT

G

STORM DRAIN LINE

UNDERGROUND TELEPHONE LINE

CO

GROUND SURFACE CONTOUR

CURB AND GUTTER

SURFACE DRAINAGE FLOWLINE

UNDERGROUND FIBER OPTIC LINE

WATER LINE (ATLAS)

SANITARY SEWER LINE (ATLAS)

GUY POLE

DOWN GUY

COMMUNICATIONS VAULT

OVERHEAD TELEPHONE LINECOMM

MARKED PIPELINE

UNKNOWN UNDERGROUND UTILITY

WATER LINE (IRRIGATION)

Ex

TREE LINE

CHAINLINK FENCE

STOCKADE FENCE

SECURITY FENCE

ELECTRIC FENCE

HOG WIRE FENCE

GAS LINE (ATLAS)

BUILDING/ FOUNDATION DEMO

PAVEMENT DEMO

MONITORING WELL

WATER VALVE BOX

WATER METER

UST FUEL FILL PORT

GROUND LIGHT

HANDHOLE, ELECTRIC

EM ELECTRIC METER

HOSE BIB

WATER VENT

TRAFFIC DETECTOR LOOP

TRAFFIC SIGNAL POLE

TRAFFIC CONTROL BOX

PARKING METER

BORE HOLE LOCATION

GEO PROBE

DOUBLE PARKING METER

PROPOSED ASPHALT

PROPOSED CONCRETE

XXX.XX

LIMITS OF CONSTRUCTION

TREE DRIP LINE

SHRUB LINE

EXISTING GRAVEL/ RIPRAP

LEGEND NOTES

1. ALL SYMBOLS ARE NOT NECESSARILY USED

ON THIS PROJECT.

2. SCREENING OR SHADING OF WORK IS USED

TO INDICATE EXISTING COMPONENTS OR TO

DE-EMPHASIZE PROPOSED IMPROVEMENTS

TO HIGHLIGHT SELECTED TRADE WORK.

REFER TO CONTEXT OF EACH SHEET FOR

USAGE .

GUTTER ELEVATION, UNLESS

OTHERWISE NOTED

AC ASPHALTIC CONCRETE

ACFT AIRCRAFT

AREA DRAINAD

ADJ ADJACENT

A/G ABOVEGROUND

APPROX APPROXIMATE

ARCHITECTURALARCH

ASPHALTASPH

AVERAGEAVG

BARR BARRIER

BH BOILER HOUSE

BKS BARRACKS

BUILDING(S)BLDG(S)

BOT OR B BOTTOM

BS BOTH SIDES

C CONDUIT

CAPACITYCAP

CAST IRON PIPECI-CIP

CJ CONSTRUCTION JOINT

CENTER LINECL OR

CLJ CONTROL JOINT

CORRUGATED METAL PIPECMP

CMU CEMENT MASONRY UNIT

COL COLUMN

CONCRETECONC

CONN CONNECTION

CONTINUOUSCONT

CORNERCOR

CORRUGATEDCORR

CONCRETE PIPECP

C TO C CENTER TO CENTER

CTRJ CONTRACTION JOINT

CHECK VALVECV

COLD WATERCW

CONSTR CONSTRUCTION

EACHEA

E EAST

DWG(S) DRAWING(S)

DSGN DESIGN

DR DRAIN OR DOOR

DOWNDN

DISTR DISTRIBUTION

DI-DIP DUCTILE IRON PIPE

DIM DIMENSION

DIA DIAMETER

DETAIL(S)DET(S)

EXTERIOREXT

EXIST EXISTING

EXPANSION JOINTEXP JT

EST ESTIMATE

ENCLOSUREENCL

ELECTRICAL MANHOLEEMH

ELEC ELECTRICAL

ELEVATIONEL

U/G ELECTRICAL CABLE LINEECL

FIRE WATER

FINISH

FLOOR LEVEL

FIRE HYDRANT

FOUNDATION

FLOOR DRAINFD

FDN

FHY

FIN

FL

FW

GV

GS-GSP

GND

GL

GFP(M)

GEN GENERATOR

GOVERNMENT FURNISHED PROPERTY

GRADE LINE

GROUND

GALVANIZED STEEL PIPE

GATE VALVE

GR

GALV

GRADE

GALVANIZED

HGT HEIGHT

HORIZ HORIZONTAL

HP HIGH POINT

HEADWALL OR HOT WATERHW

INSIDE DIAMETERID

INVERT ELEVATIONIE

ISOLATION JOINTIJ

INL INLET

INVERTINVT

JB JUNCTION BOX

MECHANICALMECH

MDL MIDDLE

MAX MAXIMUM

MATL MATERIAL

LONGITUDINALLONG

L LONG

MINIMUMMIN

MISC MISCELLANEOUS

N NORTH

MECHANICAL JOINTMJ

OPTIONALOPTL

OPNG OPENING

O/H OVERHEAD

OVERALLOA

ON CENTEROC

OD OUTSIDE DIAMETER

ORIGINALORIG

O TO O OUT TO OUT

OUTLETOUTL

PCC PORTLAND CEMENT CONCRETE

PAVT PAVEMENT

OVERHEAD PRIMARY POWER LINEPP

PERMANENTPERM

QUANTITYQ

POWERPWR

PVC POLYVINYL CHLORIDE

REPAIRRPR

REQUIREDREQ'D

REPLACEREPL

RELOCATEDRELOC

REF REFERENCE

RECTANGULARRECT

REINFORCING BARRE-BAR

ROADRD

RAD OR R RADIUS

REINFORCED CONCRETERC

RCP REINFORCED CONCRETE PIPE

SECTIONSECT

SDL SADDLE

SURFACE CLEAN OUTSCO

SCALESC

SOUTHS

SHT SHEET

SHLDR SHOULDER

SLP,S SLOPE

SQUARESQ

SMH SEWER MANHOLE

SP STEEL PIPE OR OVERHEAD SECONDARY

SPEC(S) SPECIFICATION(S)

SST

STA

STAINLESS STEEL

STATION

UNIFORMUNIF

UNDERGROUNDU/G

VAR VARIOUS

VB VALVE BOX

VEL VELOCITY

VERTICALVERT

W WEST, WIDTH

W/ WITH

TEMPORARYTEMP

TEL TELEPHONE

UNDERGROUND TELEPHONE CABLE LINETCL

TITLE BLOCKT/B

THRU THROUGH

TYP TYPICAL

SYSTEMSYS

SUSPEND(ED)SUSP

STD STANDARD

STL STEEL

STOR STORAGE

CENTER LINE

SAME AS ABOVE OR DITTO

PLUS OR MINUS

PLATE

C

P

NUMBER#

EQUAL

AT@

AND&

% PERCENT

TRANSFORMERXFMR

W/O WITHOUT

WATERWTR

WWM WELDED WIRE MESH

TOT TOTAL

WELDED

WIRE MESH

AIR COOLED CONDENSING UNITACCU

WLD

WM

CL

U/C UNDER CONSTRUCTION

BW BOTTOM OF WALL

DRAIN LINEDL

FINISH GRADEFG

T TOP OF CURB OR STRUCTURE

B BOTTOM OF CURB OR STRUCTURE

TW TOP OF WALL

JT JOINT

CI CURB INLET

CLEARANCECLR

EW EACH WAY

NATURAL GAS LINENGL

NUMBERNO OR #

NTS NOT TO SCALE

W

(X 23.60) 23.60

W

EL XX.XX

XX

TREE

SPOT ELEVATION

EXISTING U/G PIPE

(TO BE ABANDONED)

NORTH DIRECTIONAL ARROW

LOCATION OF SOIL BORING W/BORING NUMBER

AND EXISTING GROUND ELEVATION

W W W U/G PIPE & STRUCTURE

FENCE

EXIST REMOVAL NEW

BUILDING

CONC SLAB & CONC SIDEWALK

CONC STEPS W/ HANDRAILS

ASPHALT ROAD W/CURB

CONCRETE PAVEMENT

SAWCUT

GENERAL NOTES:

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS SHOWN ON THE DRAWINGS PRIOR TO

THE START OF CONSTRUCTION. ANY DISCREPANCIES MUST BE BROUGHT IMMEDIATELY TO

THE ATTENTION OF THE CONTRACTING OFFICER.

2. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN ALL NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES AND OTHER PROTECTIVE FACILITIES AND SHALL

TAKE ALL NECESSARY PRECAUTIONS FOR THE PROTECTION AND SAFETY OF THE PUBLIC

AND/OR MILITARY TRAFFIC AND OPERATIONS.

3. THE EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THE DRAWINGS IS FROM VARIOUS

AS-BUILT DRAWINGS FOR FACILITIES AND IS NOT COMPLETE. THEREFORE THE CONTRACTOR

SHALL PERFORM A COMPLETE SURVEY OF ALL UTILITY LINE ROUTES TO VERIFY EXISTING

CONDITIONS AND ELEVATIONS. MAJOR DISCREPANCIES SHALL BE BROUGHT TO THE

ATTENTION OF THE CONTRACTING OFFICER.

4. VERIFY ALL DEPTHS AND LOCATIONS OF EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION

STAGING AND DEMOLITION. ALL UTILITIES MAY NOT BE SHOWN. CONTACT UTILITY SERVICE

PROVIDERS AT LEAST 48 HOURS PRIOR TO TRENCHING OR EXCAVATION, AND REQUEST

FIELD LOCATION OF UTILITIES. ONE-CALL LOCATOR SERVICES MAY NOT COVER ALL UTILITIES

IN THIS AREA.

5. PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD VERIFY AND PROTECT THE LOCATIONS

AND ELEVATIONS OF ALL EXISTING FACILITIES (UTILITIES, PIPING, EQUIPMENT, STRUCTURES, FENCING, BARRIERS, PAVEMENT, SIDEWALKS, SIGNAGE, ETC.) WHICH PERTAIN TO AND/OR

AFFECT CONSTRUCTION OF THIS PROJECT.

6. THE CONTRACTOR SHALL COORDINATE ALL PHASES OF WORK WITH THE CONTRACTING

OFFICER.

7. REMOVE AND REPLACE ALL EXISTING PAVEMENTS, CURBS, DRIVEWAYS, SIDEWALKS,

GRAVEL ROADWAYS, PIPE CULVERTS, FENCES, SIGNS, AND MISCELLANEOUS ITEMS WHERE

NOTED IN PLANS TO COMPLETE THE CONSTRUCTION.

8. REPAIR TO ORIGINAL CONDITION ANY DAMAGE INCURRED DURING CONSTRUCTION AT NO

EXPENSE TO OWNER.

9. ANY EXISTING FACILITIES THAT ARE DAMAGED OR REMOVED SHALL BE REPAIRED OR

REPLACED TO A CONDITION EQUAL TO OR BETTER THAN ORIGINAL CONDITIONS AT NO

ADDITIONAL COSTS.

10. RESTORE ALL DRIVEWAYS, CULVERTS, LANDSCAPING, AND OTHER IMPROVEMENTS

(REGARDLESS OF WHETHER THEY WERE CONSTRUCTED OR INSTALLED BY PUBLIC

AGENCIES, UTILITIES, OR INDIVIDUALS) THAT ARE DISTURBED BY CONSTRUCTION TO A

CONDITION EQUAL TO OR BETTER THAN ORIGINAL CONDITIONS.

11. ALL AREAS DISTURBED OR EXPOSED DURING CONSTRUCTION SHALL BE REVEGETATED AND

RESTORED TO ORIGINAL CONDITIONS IN ACCORDANCE WITH THE PLANS AND

SPECIFICATIONS.

12. IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY UNREPORTED OBSTACLES THAT

MAY IMPEDE OR PREVENT THE CONSTRUCTION OF THE WORK.

13. ANY PORTION OF THE PROJECT IMPROPERLY PLACED AND/OR CONFLICTING WITH ANY

EXISTING STRUCTURE SHALL BE REMOVED, CORRECTLY PLACED AND NO SEPARATE PAY

SHALL BE APPROVED FOR ASSOCIATED COSTS.

14. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO PROTECT

EXISTING FACILITIES AT ALL TIMES.

15. RECORD AND SUPPLY TO THE CONTRACTING OFFICER THE FOLLOWING INFORMATION:

A. LOCATION AND ELEVATION OF ALL SUPPLEMENTARY CONNECTIONS.

B. "AS-BUILT" INVERTS AND PROFILE OF CONSTRUCTED PIPELINE.

C. THE NEW LOCATION AND DEPTH OF ALL RELOCATED AND/OR ADJUSTED UTILITIES.

D. LOCATION AND ELEVATION OF ALL UTILITIES ENCOUNTERED.

13. ALL HOLES, TRENCHES, AND OTHER HAZARDOUS AREAS SHALL BE ADEQUATELY

PROTECTED BY PROTECTIVE DEVICES.

14. ALL TRENCHES SHALL BE BACKFILLED WITHIN SEVEN (7) DAYS OF INITIAL EXCAVATION

UNLESS APPROVED IN WRITING BY CONTRACTING OFFICER.

15. ANY DEWATERING SHALL BE INCLUDED IN THE CONTRACT PRICE.

16. ALL SPOIL AND EXCESS MATERIAL NOT USED IN CONSTRUCTION SHALL BE REMOVED FROM

THE SITE AND PROPERLY DISPOSED OF, AS COORDINATED WITH THE CONTRACTING

OFFICER.

17. CONFINE WORK AREAS TO WITHIN THE PROJECT BOUNDARY. PRIOR TO FINAL ACCEPTANCE, REMOVE ALL TRASH AND DEBRIS WITHIN THE PROJECT LIMITS.

18. FIELD CHANGES TO THE HORIZONTAL AND VERTICAL DESIGN MAY BE ALLOWED SUBJECT TO

THE APPROVAL OF THE ENGINEER. FIELD CHANGES SHALL COMPLY WITH THE DESIGN

INTENT AS NOTED ON THE DRAWINGS AND SPECIFICATIONS.

19. ALL CONSTRUCTION SHALL FOLLOW USACE SPECIFICATIONS, STANDARDS, AND MATERIAL

ITEM NUMBERS.

20. THE TERM 'CONSTRUCTION' WITHIN THESE NOTES IS REPRESENTATIVE OF ALL

CONSTRUCTION ACTIVITIES, INCLUDING BUT NOT LIMITED TO CONSTRUCTION STAGING,

DEMOLITION AND NEW CONSTRUCTION.

PROJECT LOCATION:

1. PROJECT LIMITS SHOWN ARE APPROXIMATE. FOR THE PURPOSES OF DEFINING THE

PROJECT LIMIT TO DETERMINE LOCATIONS OF TEMPORARY FENCING OR BARRICADES THE

CONTRACTOR SHALL PREPARE A WORK PLAN SHOWING THE PROPOSED PROJECT LIMIT FOR

APPROVAL BY THE CONTRACTING OFFICER AND THE USING AGENCY.

UTILITY NOTES:

1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, APPURTENANCES AND

STRUCTURES SHOWN ARE BASED ON AVAILABLE RECORDS, AND APPLICABLE UTILITY MAPS.

HOWEVER THIS INFORMATION MAY NOT BE COMPLETE AND ACCURATE. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, SIZE AND INVERTS OF ALL EXISTING

UTILITIES AND SHALL PROTECT ALL SUCH UTILITIES AT ALL TIMES, UNLESS OTHERWISE

INDICATED. EXISTING UTILITIES WHETHER SHOWN ON THE DRAWINGS OR NOT WHICH HAVE

BEEN DAMAGED AS A RESULT OF THE CONSTRUCTION WORK, SHALL BE RESTORED

IMMEDIATELY TO THEIR ORIGINAL OR BETTER CONDITION AND SHALL BE PAID FOR BY THE

CONTRACTOR.

2. WHENEVER CONNECTIONS TO EXISTING UTILITIES OR WHERE NEW UTILITIES CROSS

EXISTING UTILITIES ARE SHOWN, THE CONTRACTOR SHALL CAREFULLY EXPOSE THE UTILITY

BY HAND EXCAVATION TO VERIFY THEIR LOCATIONS AND DEPTHS PRIOR TO EXCAVATING

TRENCHES FOR THE NEW UTILITY LINES.

3. WHENEVER ANY CHANGE IN ALIGNMENT OR GRADE FOR THE PROPOSED UTILITIES ARE

REQUIRED DUE TO UNFORESEEN CONFLICT WITH OTHER UTILITIES, THE CONTRACTOR

SHALL INFORM THE CONTRACTING OFFICER IMMEDIATELY FOR REMEDIAL ACTION.

4. INTERRUPTION OF UTILITY SERVICE AND/OR OPERATIONS OF ADJACENT FACILITIES WILL BE

KEPT TO A MINIMUM. ANY INTERRUPTION OF UTILITY SERVICE AND/OR OPERATIONS WILL BE

COORDINATED WITH THE CONTRACTING OFFICER AND THE AFFECTED USING AGENCIES.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL WATER LINES

DURING CONSTRUCTION. THE CONTRACTOR SHALL BE ESPECIALLY CAREFUL WHEN

EXCAVATING BEHIND WATER LINES, TEES AND BENDS WHEREVER THERE IS A POSSIBILITY

OF WATER LINE MOVEMENT DUE TO REMOVAL OF THE SUPPORTING EARTH BEYOND THE

EXISTING REACTION BLOCKS. THE CONTRACTOR SHALL TAKE WHATEVER MEASURES IS

NECESSARY TO PROTECT THE WATER LINES, SUCH AS CONSTRUCTING SPECIAL REACTION

BLOCKS AND/OR MODIFYING HIS/HER CONSTRUCTION METHOD, WITH THE APPROVAL OF THE

CONTRACTING OFFICER.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SEWAGE SPILLS CAUSED DURING

CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AND

UTILIZE APPROPRIATE MEASURES TO CONTAIN AND ADEQUATELY CLEANUP THE SPILL. THE

CONTRACTING OFFICER SHALL OVERSEE THE CLEANUP EFFORT AND RENDER THE SITE ALL

COSTS INCURRED FOR SPILL CONTAINMENT AND CLEANUP SHALL BE THE RESPONSIBILITY

OF THE CONTRACTOR.

7. ALL WATER LINES (INCLUDING FIRE SERVICE LINE) COVERING DEPTH WILL BE AT LEAST 1

FEET BELOW FROST DEPTH.

8. USE 1.5 FEET FOR THE FROST DEPTH.

9. ALL WATER LINE AND SEWER FORCE MAIN PIPE INSTALLED SHALL HAVE RESTRAINED

JOINTS. PROVIDE CONCRETE THRUST BLOCKS ONLY WHERE APPROVED.

GRADING NOTES:

1. THE FINISH GROUND ELEVATION AT THE BUILDING LINE SHALL BE A MINIMUM OF 6 INCHES

BELOW FINISH FLOOR ELEVATION, UNLESS OTHERWISE SHOWN.

2. ALL EXPOSED AREA SHALL BE SODDED. SODDING SHALL BE PLACED WITH NO GAPS, AS

SOON AS FINAL GRADES HAVE BEEN ESTABLISHED. SODDING SHALL NOT BE DELAYED UNTIL

ALL GRADING WORK HAS BEEN COMPLETED. GRADING TO FINAL GRADE SHALL BE

CONTINUOUS, AND ANY AREA WITHIN WHICH WORK HAS BEEN INTERRUPTED OR DELAYED,

SHALL BE SODDED.CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND

MAINTENANCE OF THE SOD UNTIL PROJECT CLOSEOUT. THIS INCLUDES ENSURING THE SOD

IS PROPERLY LAID, MAINTAINED, AND IN GOOD CONDITION THROUGHOUT THE DURATION OF

CONSTRUCTION. ALL NEWLY GRADED AREAS SHALL BE TOP SOILED 4 INCHES THICK PRIOR

TO SODDING.

3. CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE A SMOOTH

RIDING CONNECTION TO EXISTING PAVEMENT.

4. TOPS OF MANHOLES TO BE RETAINED SHALL BE ADJUSTED TO MATCH FINISH GRADE

ELEVATION.

5. THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS RESULTING FROM DRAINAGE

FACILITIES, ROADWAYS AND OTHER AREAS DURING CONSTRUCTION. THE COSTS INCURRED

FOR ANY NECESSARY REMEDIAL ACTION BY THE CONTRACTING OFFICER SHALL BE PAYABLE

BY THE CONTRACTOR.

DEMOLITION NOTES:

1. ALL DEMOLITION WORK SHALL BE CONFINED WITHIN THE PROJECT LIMITS INDICATED,

UNLESS OTHERWISE NOTED.

2. ALL STRUCTURES WITHIN THE PROJECT BOUNDARY SHALL REMAIN, UNLESS OTHERWISE

INDICATED.

3. EXISTING ASPHALTIC CONCRETE PAVEMENT WITHIN THE PROJECT LIMITS SHALL REMAIN,

UNLESS OTHERWISE INDICATED.

4. SIDEWALKS, CONCRETE PADS, CURBING AND OTHER ITEMS WITHIN THE PROJECT LIMITS

SHALL REMAIN, UNLESS OTHERWISE INDICATED.

5. WATER AND SEWER LINES WITHIN THE PROJECT LIMITS SHALL REMAIN, UNLESS OTHERWISE

INDICATED. PITS MAY BE ABANDONED AND SHALL BE FILLED WITH STRUCTURAL BACKFILL.

TOP OF PITS SHALL BE DEMOLISHED WITHIN 3 FEET OF THE FINAL GRADE.

6. EXISTING DRAIN LINES AND DRAINAGE STRUCTURES WITHIN THE PROJECT LIMITS SHALL

REMAIN, UNLESS OTHERWISE INDICATED.

7. ALL UTILITIES, STRUCTURES AND/OR IMPROVEMENTS IDENTIFIED AS TO REMAIN SHALL BE

MAINTAINED IN GOOD CONDITION TO RECEIVE THE PROPOSED UTILITIES, STRUCTURES

AND/OR IMPROVEMENTS. SHOULD THESE ITEMS BECOME DAMAGED DUE TO CONTRACTOR'S

NEGLIGENCE OR CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL RESTORE THESE

ITEMS TO THEIR ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL COST TO THE

GOVERNMENT AND TO THE SATISFACTION OF THE CONTRACTING OFFICER.

8. ALL DISPOSAL WORK, SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL ENVIRONMENTAL

LAWS.

ENVIRONMENTAL QUALITY NOTES:

1. PRIOR TO COMMENCING CONSTRUCTION, ALL TEMPORARY EROSION AND SEDIMENTATION

(E&S) CONTROL MEASURES SHALL BE PROPERLY SELECTED AND INSTALLED. ALL

TEMPORARY E&S CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH THE

MANUFACTURER'S SPECIFICATIONS AND GOOD ENGINEERING PRACTICES. THE CONTROLS

SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE REVEGETATED AND THE AREAS HAVE

BECOME PERMANENTLY STABILIZED.

2. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT

MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFFSITE IMPACTS TO WATER

QUALITY (E.G., FUGITIVE SEDIMENT IN STREET BEING WASHED INTO SURFACE STREAMS OR

SENSITIVE FEATURES BY THE NEXT RAIN).

3. SEDIMENT MUST BE REMOVED FROM SEDIMENT TRAPS OR SEDIMENTATION PONDS NOT

LATER THAN WHEN DESIGN CAPACITY HAS BEEN REDUCED BY 50%. A PERMANENT STAKE

MUST BE PROVIDED THAT CAN INDICATE WHEN THE SEDIMENT OCCUPIES 50% OF THE BASIN

VOLUME.

4. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS EXPOSED TO

STORMWATER SHALL BE PREVENTED FROM BECOMING A POLLUTANT SOURCE FOR

STORMWATER DISCHARGES (E.G., SCREENING OUTFALLS, PICKED UP DAILY).

5. ALL SPOILS (EXCAVATED MATERIAL) GENERATED FROM THE PROJECT SITE AND STORED

ON-SITE MUST HAVE PROPER E&S CONTROLS INSTALLED.

6. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF

THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY

CEASED, AND CONSTRUCTION ACTIVITIES WILL NOT RESUME WITHIN 21 DAYS. WHEN THE

INITIATION OF STABILIZATION MEASURES BY THE 14TH DAY IS PRECLUDED BY WEATHER

CONDITIONS, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE.

7. THESE GENERAL CONSTRUCTION NOTES SHALL BE PROVIDED TO ALL SUBCONTRACTORS.

EROSION AND SEDIMENT CONTROL NOTES:

1. ALL EROSION AND SEDIMENTATION CONTROLS SHALL BE IMPLEMENTED BEFORE

CONSTRUCTION COMMENCES AND SHALL BE MAINTAINED UNTIL SITE IS STABILIZED AFTER

COMPLETION OF WORK IN EACH WORK AREA.

2. EROSION CONTROL MEASURES, SITE WORK AND RESTORATION WORK SHALL BE IN

ACCORDANCE WITH THE CONTRACT.

3. SILT FENCE AND SIMILARLY RECOGNIZED TECHNIQUES AND MATERIALS SHALL BE

EMPLOYED DURING CONSTRUCTION TO PREVENT POINT SOURCE SEDIMENTATION LOADING

OF DOWNSTREAM FACILITIES. SUCH INSTALLATION SHALL BE REGULARLY INSPECTED FOR

EFFECTIVENESS. ADDITIONAL MEASURES MAY BE REQUIRED IF, IN THE OPINION OF THE

ENGINEER, THEY ARE WARRANTED.

4. MAINTAIN ALL TEMPORARY EROSION CONTROL STRUCTURES.

TRENCH SAFETY NOTES:

1. ALL WORK PERTAINING TO OPEN TRENCHING SHALL COMPLY WITH THE U. S. OCCUPATIONAL

SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS.

2. CONFORM TO THE APPLICABLE FEDERAL REGULATIONS REGARDING TRENCH SAFETY.

PREPARE A TRENCH SAFETY PLAN FOR ALL EXCAVATIONS EXCEEDING 4-FEET IN DEPTH AND

4-FEET IN WIDTH, TO BE INCLUDED IN HEALTH AND SAFETY PLAN.

3. THE CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR

STRUCTURAL DESIGN/GEOTECHNICAL/SAFETY/ EQUIPMENT CONSULTANT, IF ANY, SHALL

REVIEW THESE PLANS AND AVAILABLE GEOTECHNICAL INFORMATION AND THE

INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT

CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEM, PROGRAMS AND/OR

PROCEDURES. THE CONTRACTOR'S IMPLEMENTATION OF THE SYSTEMS, PROGRAMS

AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY

PROTECTION THAT COMPLIES WITH OSHA STANDARDS FOR TRENCH EXCAVATION.

SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED

EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN

ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE OF ACTIVITIES OF

INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.

COORDINATION AND COMMUNICATION DURING CONSTRUCTION:

1. MARK ALL CONSTRUCTION EQUIPMENT AND VEHICLES WITH COMPANY PAINT DESIGNS,

INSIGNIAS OR OTHER COMPANY MARKINGS WHICH ARE CLEARLY VISIBLE.

2. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN

ALARM WHEN MOVING IN REVERSE.

3. ONLY RUBBER TIRED VEHICLES WILL BE ALLOWED ON EXISTING PAVEMENT WHICH IS TO

REMAIN.

VEHICLE ACCESS AND PARKING:

1. IF AFTER HOURS OR WEEKEND WORK IS REQUIRED, THE CONTRACTING OFFICER SHALL BE

NOTIFIED 14 CALENDAR DAYS PRIOR TO DAY OF NEED. AFTER HOURS OR WEEKEND WORK

ARE SUBJECT TO GOVERNMENT APPROVAL AND AVAILABILITY OF ESCORTS.

2. ALL PERSONNEL ARE RESPONSIBLE FOR OBTAINING PROPER PASS PRIOR TO ENTERING

SITE. COORDINATE WITH CONTRACTING OFFICER ON SUBMITTING ACCESS REQUESTS A

MINIMUM OF 14 CALENDAR DAYS PRIOR (ACCESS REQUIREMENTS ARE SUBJECT TO SUDDEN

CHANGES TO MEET SECURITY REQUIREMENTS).

3. KEEP ALL ROADS CLEAN OF CONSTRUCTION DEBRIS, MUD, ETC. AT ALL TIMES. PROVIDE

EQUIPMENT AND PERSONNEL TO CLEAN ROADS AS REQUESTED BY CONTRACTING OFFICER.

4. VIDEO DOCUMENT CONDITION OF STREETS, PARKING AREAS, ETC. PRIOR TO

CONSTRUCTION AND REPAIR DUE TO DAMAGE CAUSED BY CONSTRUCTION AND/OR

DEMOLITION ACTIVITIES AT NO ADDITIONAL COST TO THE GOVERNMENT AS REQUESTED BY

CONTRACTING OFFICER.

PERIMETER FENCE NOTES:

1. PERIMETER FENCE IS NOT NECESSARILY COINCIDENTAL WITH PROPERTY LINE.

TREE REPLACEMENT NOTES:

1. CONTRACTOR TO REPLACE REMOVED TREES AT A RATIO OF 2:1 AT A LOCATION

DETERMINED BY THE CONTRACTING OFFICER AND BASE ENVIRONMENTAL. CONTRACTOR TO

COORDINATE WITH CONTRACTING OFFICER AND BASE ENVIRONMENTAL.

ENCOUNTERED SPECIES:

1. THE CONTRACTOR SHALL AT ALL TIMES TAKE SUCH STEPS REQUIRED TO PREVENT ANY

INTERFERENCE OF OR DISTURBANCE TO FISH AND WILDLIFE. CONSULT THE CURRENT DLA

RICHMOND INTEGRATED NATURAL RESOURCES MANAGEMENT PLAN (INRMP) FOR

IDENTIFICATION AND MAPPING OF THESE RESOURCES. REFER TO SPECIFICATION 00 72 00

GENERAL CONDITIONS FOR MORE INFORMATION.

GR 10356006

NT

AS NOTED

1 2 3 4 5

D

C

B

A

CONTROLLED UNCLASSIFIED INFORMATION

NO. REVISIONS DATE

DLA Installation Management Richmond

6090 Strathmore Road Richmond, VA 23237

DESIGNED BY:

DRAWN BY:

SCALE:

CHECKED BY:

CIVIL

ELECTRICAL

MECHANICAL

ARCHITECTURAL

STRUCTURAL

PROJECT NO.

DRAWING NO.

DATE

SHEET NAME.

BUILDING NAME.

GENERAL SHEET NOTES

Engineer Of Record Info

613 NW LOOP 410, STE 700

SAN ANTONIO, TX 78216

(210) 841-2800

HDR ENGINEERING, INC

TEXAS P.E. FIRM

REGISTRATION NO. F-754

R. WHITE

K. LE

C. HABY

J. CORONADO

J. JANOTA

1 2 3 4 5

D

C

B

A

31 JULY 2024

31 JULY 2024

DEFENSE SUPPLY CENTER RICHMOND

DSCR BLDG 19 DEMOLITION

CIVIL ABBREVIATIONS, NOTES, AND LEGEND

C-001

STATE OF TEXAS

L I CENS ED

PROF ES S I ONA L E NG I NEER

07/31/24

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BLDG NO. 20

B38

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STORM GRATE

INLET TO REMAIN

12" CONC. PIPE

TO REMAIN

STORM MANHOLE

TO REMAIN

12" CONC. PIPE

TO REMAIN

HYDRANT AND

BOLLARDS TO REMAIN

SANITARY SEWER TO REMAIN