Tab 2 - DSCR BLDG 37 - Drawings.pdf

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

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

1 2 3 4 5

D

C

B

A

FIRE PROTECTION M. RUSSEL

JW

KH

18 JULY 2024

10356006

G-002

SHEET INDEX

DSCR BLDG 37 HISTORICAL RESTORATION

18 JULY 2024

SHEET LIST

SHEET NUMBER SHEET NAME

35%

XX/XX/2024

65%

XX/XX/2024

95%

XX/XX/2024

100%

XX/XX/2024

DESIGNED

BY

DRAWN

BY

CHECKED

BY

GENERAL

G-001 COVER SHEET X JW KH BT

G-002 SHEET INDEX X JW KH BT

G-003 GENERAL NOTES, ABBREVIATIONS X JW KH BT

G-100 CODE ANALYSIS X RM JM DE

G-101 LIFE SAFETY PLAN X RM RD DE

CIVIL

C-001 CIVIL ABBREVIATIONS, NOTES, AND LEGEND X GR NT RW

C-002 EXISTING CONDITIONS AND DEMOLITION PLAN X GR NT RW

C-101 SITE AND EROSION CONTROL PLAN X GR NT RW

C-501 CIVIL SITE DETAILS X GR NT RW

ARCHITECTURAL

AD-101 PLANS - DEMOLITION X BR LS JJ

AD-102 FIRST FLOOR REFLECTED CEILING PLAN DEMOLITION X BR LS JJ

AD-201 NORTH AND SOUTH ELEVATIONS - DEMOLITION X BR LS JJ

AD-202 EAST AND WEST ELEVATIONS - DEMOLITION X BR LS JJ

A-101 PLANS - NEW X BR LS JJ

A-102 FIRST FLOOR REFLECTED CEILING PLAN X BR LS JJ

A-201 NORTH AND SOUTH ELEVATIONS - NEW X BR LS JJ

A-202 EAST AND WEST ELEVATIONS - NEW X BR LS JJ

A-303 PORCH SECTION X BR LS JJ

A-501 PROFILE DETAILS X BR LS JJ

A-510 ROOF DETAILS X BR LS JJ

A-540 COLUMN DETAILS X BR LS JJ

A-601 DOOR SCHEDULE AND DETAILS X BR LS JJ

A-602 DOOR DETAILS X BR LS JJ

A-610 WINDOW SCHEDULE AND DETAILS X BR LS JJ

FIRE PROTECTION

F-001 FIRE PROTECTION GENERAL NOTES X RM JM RM

FD101 FIRE ALARM PLAN - DEMOLITION X RM JM RM

FA101 FIRE ALARM AND MASS NOTIFICATION PLAN - NEW WORK X RM JM RM

FA501 FIRE ALARM DETAILS X RM JM RM

FA601 FIRE ALARM MATRIX X RM JM RM

MECHANICAL

M-001 MECHANICAL GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS X BP DM CH

M-101 MECHANICAL AND PLUMBING PLANS X BP DM CH

M-501 HVAC DETAILS X BP DM CH

M-601 HVAC SCHEDULES AND PLUMBING MATERIAL LIST X BP DM CH

ELECTRICAL

E-001 ELECTRICAL SYMBOLS AND LEGEND X GJ GJ KL

ED101 ELECTRICAL DEMOLITION PLANS X GJ GJ KL

ES101 ELECTRICAL SITE PLAN X GJ GJ KL

E-101 ELECTRICAL PLANS X GJ GJ KL

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

TELECOMMUNICATIONS

YD-101 SYSTEMS PLAN DEMOLITION X DS GC GJ

C

B

A

NO. REVISIONS DATE

DLA INSTALLATION MANAGEMENT BLDG 37 RESTORATION

DEFENSE LOGISTICS AGENCY

800 JEFFERSON DAVIS HIGHWAY

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

B. ROEDER

M. FARSAD

PROJECT LOCATION

PROJECT LOCATION

1 2 3 4 5

D

C

B

A

6090 Strathmore Road Richmond, VA 23237

DSCR BLDG 37 HISTORICAL RESTORATION

95% SUBMITTAL

JW

KH

16 JULY 2024

10356006

G-001

COVER SHEET

DSCR BLDG 37 HISTORICAL RENOVATION

16 JULY 2024NOT TO SCALE

A2

SITE MAP

NTSB4

VICINITY MAP

AGALVEZ

Rectangle

AGALVEZ

Snapshot

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

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

1 2 3 4 5

D

C

B

A

FIRE PROTECTION M. RUSSEL

JW

KH

18 JULY 2024

10356006

G-002

SHEET INDEX

DSCR BLDG 37 HISTORICAL RESTORATION

18 JULY 2024

SHEET LIST

SHEET NUMBER SHEET NAME

35%

XX/XX/2024

65%

XX/XX/2024

95%

XX/XX/2024

100%

XX/XX/2024

DESIGNED

BY

DRAWN

BY

CHECKED

BY

GENERAL

G-001 COVER SHEET X JW KH BT

G-002 SHEET INDEX X JW KH BT

G-003 GENERAL NOTES, ABBREVIATIONS X JW KH BT

G-100 CODE ANALYSIS X RM JM DE

G-101 LIFE SAFETY PLAN X RM RD DE

ARCHITECTURAL

AD-101 PLANS - DEMOLITION X BR LS JJ

AD-102 FIRST FLOOR REFLECTED CEILING PLAN DEMOLITION X BR LS JJ

AD-201 NORTH AND SOUTH ELEVATIONS - DEMOLITION X BR LS JJ

AD-202 EAST AND WEST ELEVATIONS - DEMOLITION X BR LS JJ

A-101 PLANS - NEW X BR LS JJ

A-102 FIRST FLOOR REFLECTED CEILING PLAN X BR LS JJ

A-201 NORTH AND SOUTH ELEVATIONS - NEW X BR LS JJ

A-202 EAST AND WEST ELEVATIONS - NEW X BR LS JJ

A-303 PORCH SECTION X BR LS JJ

A-501 PROFILE DETAILS X BR LS JJ

A-510 ROOF DETAILS X BR LS JJ

A-540 COLUMN DETAILS X BR LS JJ

A-601 DOOR SCHEDULE AND DETAILS X BR LS JJ

A-602 DOOR DETAILS X BR LS JJ

A-610 WINDOW SCHEDULE AND DETAILS X BR LS JJ

FIRE PROTECTION

F-001 FIRE PROTECTION GENERAL NOTES X RM JM RM

FD101 FIRE ALARM PLAN - DEMOLITION X RM JM RM

FA101 FIRE ALARM AND MASS NOTIFICATION PLAN - NEW WORK X RM JM RM

FA501 FIRE ALARM DETAILS X RM JM RM

FA601 FIRE ALARM MATRIX X RM JM RM

MECHANICAL

M-001 MECHANICAL GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS X BP DM CH

M-101 MECHANICAL AND PLUMBING PLANS X BP DM CH

M-501 HVAC DETAILS X BP DM CH

M-601 HVAC SCHEDULES AND PLUMBING MATERIAL LIST X BP DM CH

ELECTRICAL

E-001 ELECTRICAL SYMBOLS AND LEGEND X GJ GJ KL

ED101 ELECTRICAL DEMOLITION PLANS X GJ GJ KL

ES101 ELECTRICAL SITE PLAN X GJ GJ KL

E-101 ELECTRICAL PLANS X GJ GJ KL

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

TELECOMMUNICATIONS

YS101 SECURITY SITE PLAN - DEMOLITION X DS GC GJ

YD-101 SYSTEMS PLAN DEMOLITION X DS GC GJ

DRAWING ABBREVIATIONS

INDEX OF DRAWINGS

BUILDING SUMMARY

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

ANNOTATION CALLOUTS/DRAWING SYMBOLS

GENERAL NOTES

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

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

1 2 3 4 5

D

C

B

A

FIRE PROTECTION M. RUSSEL

JW

KH

18 JULY 2024

10356006

G-003

GENERAL NOTES, ABBREVIATIONS

DSCR BLDG 37 HISTORICAL RESTORATION

18 JULY 2024

STRUCTURAL ABBREVIATIONS

ABBREVI

ATION 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

STRUCTURAL ABBREVIATIONS

ABBREVI

ATION ABBREVIATION NAME

INCL INCLUDE

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

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

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

THESE DOCUMENTS ARE INCOMPLETE

AND ONLY FOR 95% INTERIM REVIEW

"NOT FOR REGULATORY APPROVAL,

PERMITTING OR CONSTRUCTION"

UNDER THE AUTHORIZATION OF:

RUSSELL P. MILLER, P.E.

TEXAS #139919

J. JANOTA

1 2 3 4 5

D

C

B

A

FIRE PROTECTION M. RUSSEL

RM

JM

18 JULY 2024

10356006

G-100

CODE ANALYSIS

DSCR BLDG 37 HISTORICAL RESTORATION

18 JULY 2024

• EXIT SIGN WILL BE PROVIED WITHIN THE SCOPE OF WORK AREA. NFPA 101 § 7.10

MARKING MEANS OF EGRESS

• EXISTING EMERGENCY LIGHTING IS EXISTING AND WILL NOT BE REQUIRE WITHIN THE SCOPE OF WORK. NFPA 101 §7.9

EMERGENCY LIGHTING

• EGRESS LIGHTING WILL BE PROVIDED WITHIN THE SCOPE OF WORK AREA. NFPA 101 §7.8

ILLUMINATION OF MEANS OF EGRESS

DEAD-END CORRIDOR 20 FEET (WITHOUT SPRINKLERS) 0 FT 0 IN 39.2.5.3.2

TRAVEL DISTANCE 200 FEET (WITHOUT SPRINKLERS 45 FT 0 IN 39.2.6.2

COMMON PATH 100 FEET (WITHOUT SPRINKLERS, OCCUPANCY LOAD < 30) 20 FT 0 IN 39.2.5.2.2

BUSINESS USE

ALLOWED ACTUAL NFPA 101 REF.

PROJECT EGRESS TRAVEL DISTANCE

• MECHANICAL/ELETRICAL ROOM: 500 SQ FT/PERSON GROSS FLOOR AREA UFC 3-600-01

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

PROJECT OCCUPANCY LOAD FACTORS

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

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):

• THE EXISTING FIRE ALARM SYSTEM TRANSMITS ALARM, TROUBLE AND SUPERVISORY SIGNALS TO THE MONACO D-21 BASE-WIDE MONITORING CENTER.

FIRE ALARM REPORTING

• A MASS NOTIFICATION SYSTEM WILL NOT BE PROVIDED.

• BUILDING WILL NOT BE INHABITED (ROUTINELY OCCUPIED BY 11 OR MORE OCCUPANTS). UFC 4-010-01 § 1-8

• MASS NOTIFICIATION SYSTEM IS NOT REQUIRED THROUGHOUT.

• EXISTING FIRE ALARM SYSTEM IS PROVIDED AND WILL REMAIN.

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 NOT REQUIRED THROUGHOUT.

FIRE ALARM AND MASS NOTIFICATION SYSTEM (MNS)

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

• GENERAL PURPOSE FIRE EXTINGUISHERS ARE REQUIRED AND EXISTING 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

• NO STANDPIPE SYSTEMS ARE WITHIN THE BUILDING AND ARE NOT REQUIRED.

STANDPIPE SYSTEMS

• FACILITY FIRE AREA IS LESS THAN 5,000 SQ FT FOR A TYPE V BUILDING. UFC 3-600-01 § 9-7.2.1.3

• AUTOMATIC SPRINKLER PROTECTION IS NOT REQUIRED THROUGHOUT PROJECT AREA.

AUTOMATIC SPRINKLER PROTECTION

• NO ALTERATION TO THE EXISTING OUTDOOR FIRE LANE WILL OCCUR UNDER THIS PROJECT.

FIRE DEPARTMENT (EMERGENCY VEHICAL ACCESS)

• NO ALTERATION TO THE EXISTING WATER SUPPLY.

FIRE PUMP AND WATER SUPPLY

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

SAVEALL

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

EXITS

EXIT ACCESS

CORRIDORS

ROOMS AND

ENCLOSED SPACES

INTERIOR FINISH FLOOR

GROUP

WITH SPRINKLER SYSTEM

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

CONFORM TO THE REQUIREMENTS OF NFPA 101 CHAPTER 10. UFC 3-600-01 § 8-1

USE UFC 3-600-01 AND UFC 3-120-10 IN LIEU OF IBC CHAPTER 8. UFC 1-200-01 § 2-8

INTERIOR FINISHES:

THERE ARE NO REQUIREMENTS FOR PASSIVE FIRE PROTECTION FOR THIS PROJECT.

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

FIRE AND SMOKE PROTECTION FEATURES:

SPECIFICALLY REFERENCE IBC CHAPTER 7.

CONFORM TO THE REQUIREMENTS 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:

• NEW CONSTRUCTION SHALL MEET THE EXISTING BUILDING CONSTRUCTION TYPE.

• EXISTING BUILDING CONSTRUCTION - TYPE V-B IBC AND TYPE V (000) NFPA 220.

• THE PROJECT IS INTERIOR TO THE BUILDING AND WILL NOT ALTER THE EXISTING CONSTRUCTION TYPE OF THE BUILDING.

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

TYPES OF CONSTRUCTION:

• ACTUAL BUILDING HEIGHT: 22 FT 11 1/2 IN

• ACTUAL TOTAL PROJECT AREA: 1,426 SF

THE EXISTING BUILDING IS NOT WITHIN THE SCOPE OF WORK.

• THE PROJECT IS INTERIOR TO THE BUILDING AND WILL NOT INCREASE THE HEIGHT AND AREA OF THE EXISTING BUILDING. ANALYSIS OF

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

GENERAL BUILDING HEIGHTS AND AREAS:

STORAGE (ORDINARY-HAZARD) ACCESSORY USE NFPA 101 CHAPTER 42

NEW BUSINESS NFPA 101 CHAPTER 38

• NFPA OCCUPANCY CLASSIFICATIONS: NFPA 101 § 6.1.14.3

GROUP S-1 MODERATE-HAZARD STORAGE ACCESSORY USE IBC § 311 (STORAGE)

GROUP B BUSINESS IBC § 304 (BUSINESS)

• IBC OCCUPANCY CLASSIFICATIONS: 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 AND PROJECT USE AND OCCUPANCY CLASSIFICATION:

INTERNATIONAL CODE COUNCIL, INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2021 EDITION

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

OTHER REFERENCES

NFPA 241 SAFEGUARDS DURING CONSTRUCTION, 2022 EDITION

NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION, 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

NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2022 EDITION

NFPA 1 FIRE CODE, 2024 EDITION

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

UFC 4-021-01 DESIGN AND O&M: MASS NOTIFICATION SYSTEMS (9 APRIL 2008, CHANGE 1, JANUARY 2010)

UFC 3-601-02 FIRE PROTECTION SYSTEMS INSPECTION, TESTING, AND MAINTENANCE (7 OCTOBER 2021)

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES (8 AUGUST 2016 WITH CHANGE 6, 6 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:

FIRE PROTECTION / LIFE SAFETY CODE ANALYSIS

CP-1 CP-1

TD-1TD-1 TD-1TD-1

TD-1TD-1

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)

1. FOR EXIT LIGHT AND EMERGENCY LIGHTING, SEE

ELECTRICAL LIGHTING DRAWINGS (E SERIES).

LIFE SAFETY NOTES:

EXIT SIGN

36" 0.2

36" 0.2

ROOM 2

505 SF

ROOM 3

301 SF

MECH

46 SF

ROOM 5

48 SF

ROOM 1

70 SF PORCH

P1

Not Enclosed

36" 0.2

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

PROJECT NO.

DRAWING NO.

DATE

AS NOTED

SHEET NAME.

BUILDING NAME.

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

THESE DOCUMENTS ARE INCOMPLETE

AND ONLY FOR 95% INTERIM REVIEW

UNDER THE AUTHORIZATION OF:

RUSSELL P. MILLER, P.E.

TEXAS #139919

J. JANOTA

1 2 3 4 5

D

C

B

A

FIRE PROTECTION M. RUSSEL

RM

RD

18 JULY 2024

10356006

G-101

LIFE SAFETY PLAN

DSCR BLDG 37 HISTORICAL RESTORATION

18 JULY 2024

MEANS OF EGRESS

EGRESS

PATH ID OCCUPANCY SPRINKLER PROVIDED

MAXIMUM

PERMITTED

CP-1 NEW BUSINESS NO 20' - 0" 75' - 0"

TD-1 NEW BUSINESS NO 45' - 0" 200' - 0"

1/4" = 1'-0"B1

LIFE SAFETY PLAN

TOTAL 9

105 RESTROOM BUSINESS (GROSS) 48 150 1

104 MECH

MECHANICAL/ELECTRICAL

ROOM

83 500 1

103 ROOM 3 BUSINESS (GROSS) 280 150 2

102 ROOM 2 BUSINESS (GROSS) 442 150 3

101 ROOM 1 BUSINESS (GROSS) 111 150 1

P1 PORCH BUSINESS (GROSS) 125 150 1

ROOM # ROOM DESCRIPTION OCCUPANT USE TYPE

AREA

(SQ SF)

OCCUPANT

LOAD FACTOR

(SQ SF/PERSON)

OCCUPANT

LOAD

OCCUPANT LOAD SCHEDULE LEGEND

0 2' 4' 8'

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 6.100

B06-368

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, CULVERT HEADWALLS, 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, HEADWALLS, 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 ENGINEER 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 ENGINEER 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 ENGINEER.

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. 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.

3. 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.

4. 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.

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

RIDING CONNECTION TO EXISTING PAVEMENT.

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

ELEVATION.

4. 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 TREES, SHRUBBERY, AND ORNAMENTAL PLANTING NOT SPECIFICALLY SCHEDULED TO

BE RETAINED AND/OR TRANSPLANTED SHALL BE CLEARED, GRUBBED AND REMOVED FROM

THE SITE. TREES, SHRUBBERY AND ORNAMENTAL PLANTINGS TO BE RETAINED SHALL BE

CAREFULLY REMOVED AND TRANSPLANTED AT LOCATIONS DETERMINED BY THE

CONTRACTING OFFICER.

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

INDICATED.

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

UNLESS OTHERWISE INDICATED.

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

SHALL REMAIN, UNLESS OTHERWISE INDICATED.

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

INDICATED. 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.

9. PRIOR TO DEMOLITION WORK THE CONTRACTOR SHALL PROVIDE A LIST OF SALVAGEABLE

MATERIALS.

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

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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

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

M. FARSAD

J. JANOTA

1 2 3 4 5

D

C

B

A

18 JULY 2024

18 JULY 2024

DEFENSE SUPPLY CENTER RICHMOND

DSCR BLDG 37 HISTORICAL RESTORATION

CIVIL ABBREVIATIONS, NOTES, AND LEGEND

C-001

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AutoCAD SHX Text THESE DOCUMENTS ARE INCOMPLETE AND ONLY FOR INTERIM REVIEW "NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION" UNDER THE AUTHORIZATION OF: GERARDO ROMERO MURGUIA, PE TEXAS # 132266

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EXIST. BLDG 37

PROJECT LIMITS (TYP.)

GATES TO REMAIN PROTECTED IN

PLACE AND LOCKED AT ALL TIMES

LEGEND

PAVEMENT DEMOLITION

EQUIPMENT DEMOLITION

PLANTER BOX DEMOLITION

SAWCUT

EXISTING GATE

1. FOR CIVIL ABBREVIATIONS, NOTES, AND LEGEND, REFER TO SHEET

C-001.

2. LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE

FOR VERIFYING ALL SURVEY INFORMATION PRIOR TO BIDDING AND

CONSTRUCTION.

3. ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN CALLOUTS/NOTES ARE

IN FEET UNLESS OTHERWISE NOTED.

4. PROVIDE AND MAINTAIN TRAFFIC CONTROL THROUGHOUT THE

DURATION OF DEMOLITION.

GR 10356006

NT

AS NOTED

1 2 3 4 5

D

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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

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

M. FARSAD

J. JANOTA

1 2 3 4 5

D

C

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SCALE 1 : 20

EXISTING CONDITIONS AND DEMOLITION PLANA1

DEMOLITION SCHEDULES

ITEM NO DESCRIPTION QUANTITIES REMARK

ASPHALT PAVEMENT 405 SQ. FT. REFER TO ELECTRIC PLANS FOR EXTENTS OF

EXISTING U/G ELECTRIC DEMOLITION.

BLOCK BARRIER 6 EA.

GUARD SHACK 2 EA.

ATS/ ELECTRIC PANEL 1 EA. REFER TO ELECTRIC PLANS.

GENERATOR 1 EA. REFER TO ELECTRIC PLANS.

BARRIER CONTROL PANEL 1 EA. REFER TO ELECTRIC PLANS.

PLANTER BOX 1 EA.

FLAG POLE 1 EA.

18 JULY 2024

18 JULY 2024

DEFENSE SUPPLY CENTER RICHMOND

DSCR BLDG 37 HISTORICAL RESTORATION

EXISTING CONDITIONS AND DEMOLITION PLAN

C-002 0 10 20 40

1:20SCALE

TRUE NORTH

THESE DOCUMENTS ARE INCOMPLETE AND ONLY FOR INTERIM REVIEW "NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION" UNDER THE AUTHORIZATION OF: GERARDO ROMERO MURGUIA, PE TEXAS # 132266

HP

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PROJECT LIMITS (TYP.)

LEGEND

ASPHALT PAVEMENT PATCH

SLOPE ARROW

INLET PROTECTION/ SILT LOG

MATCH EXISTING ELEVATION

HIGH POINT ELEVATION

1. FOR CIVIL ABBREVIATIONS, NOTES, AND LEGEND, REFER TO SHEET

C-001.

2. LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE

FOR VERIFYING ALL SURVEY INFORMATION PRIOR TO BIDDING AND

CONSTRUCTION.

3. ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN CALLOUTS/NOTES ARE

IN FEET UNLESS OTHERWISE NOTED.

4. CONTRACTOR TO ENSURE POSITIVE DRAINAGE TOWARDS EXISTING

DRAINAGE STRUCTURES. INSTALL INLET PROTECTION FOR ALL

DRAINAGE STRUCTURES WITHIN THE VICINITY OF CONSTRUCTION.

REFER TO DETAIL A1 ON SHEET C-501.

5. ALL NEW ASPHALT PAVEMENT SHALL MATCH EXISTING GRADES.

SHEET KEYNOTES

ASPHALT PAVEMENT - MATCH EXISTING PAVEMENT SECTION. REFER TO

DETAIL A3 ON SHEET C-501.

INSTALL SILT LOGS AS NECESSARY. REFER TO DETAIL A2 ON SHEET

C-501.

INSTALL INLET PROTECTION. REFER TO DETAIL A1 ON SHEET C-501.

CONSTRUCTION ENTRANCE NOTES

1. LENGTH: AS REQUIRED TO BE EFFECTIVE BUT NOT LESS THAN 50 FEET.

2. WIDTH: NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS/EGRESS.

3. WASHING: WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE

SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. WHEN WASHING

IS REQUIRED, IT SHALL BE DONE ON AN AREA WHICH DRAINS TO AN

APPROVED TRAP. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING

ANY STORM DRAIN, DITCH OR WATERCOURSE USING APPROVED METHODS.

4. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION

WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC

ROADWAY. THIS MAY REQUIRE PERIODIC REPAIR AND CLEANOUT OF ANY

MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENTS SPILLED, DROPPED,

WASHED OR TRACKED ONTO PUBLIC ROADWAY MUST BE REMOVED

IMMEDIATELY.

5. DRAINAGE: ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A

DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE

CONSTRUCTION SITE.

6. LOCATION: THE EXACT LOCATION OF CONSTRUCTION ENTRANCE SHALL

BE DETERMINED IN THE FIELD ACCORDING TO EXISTING SITE CONDITIONS.

ME

HP

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

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

M. FARSAD

J. JANOTA

1 2 3 4 5

D

C

B

A

0 10 20 40

1:20SCALE

TRUE NORTH

SCALE 1 : 20

SITE AND EROSION CONTROL PLANA1

18 JULY 2024

18 JULY 2024

DEFENSE SUPPLY CENTER RICHMOND

DSCR BLDG 37 HISTORICAL RESTORATION

SITE AND EROSION CONTROL PLAN

C-101

THESE DOCUMENTS ARE INCOMPLETE AND ONLY FOR INTERIM REVIEW "NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION" UNDER THE AUTHORIZATION OF: GERARDO ROMERO MURGUIA, PE TEXAS # 132266

SCALE N.T.S

INLET PROTECTIONA1 SCALE N.T.S

SILT LOGA2

DIRECTION OF DRAINAGE

SILT SCREEN

4" M

IN

SAND

FLOW

CONCRETE PAVEMENTSHEATHING OR EQUIVALENT

SILT LOGFILTER FABRIC

DRAIN INLET

FILTER FABRIC

SILT LOG

PAVEMENT

DRAIN INLET

PLAN

SECTION

SCALE N.T.S

ASPHALT ROAD REPAIRA3

EXIST. ASPHALT

PAVEMENT

EXIST. BASE MATERIAL

ASPHALTIC PAVEMENT (ASPHALT TO

MATCH EXISTING THICKNESS).

FLEXIBLE BASE

SAW CUT EXIST. PAVEMENT

GR 10356006

NT

AS NOTED

1 2 3 4 5

D

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B

A

CONTROLLED UNCLASSIFIED INFORMATION

NO. REVISIONS DATE

DLA Installation Management Richmond

6090…