Drawing_1-12_pages.pdf

PDF 4 MB Posted Jun 27, 2019

Attached to: Renovation of TEMP Bldg 26041
Solicitation number: W91151-19-B-0016
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

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US Army Corps of Engineers

Fort Worth District

FORT HOOD, TEXAS

DESIGN OF TEMF RENOVATIONS

BLDG 26041

PROJECT

LOCATION

CONTRACT NO:

SOLICITATION NO:

PROJECT

SITE

95% SUBMITTAL

ISSUE DATE: APRIL 9, 2019

K e n a l l

C o n s u l t i n g

E n g i n e e r s

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R e g i s t e r e d

E n g i n e e r i n g

F i r m

F r e e s e a n d

N i c h o l s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

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G-101

95% DESIGN

C O

V E

H E

INDEX OF SHEETS

SHEET SHEET. DESCRIPTION

REF NO. NO.

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E n g i n e e r s

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R e g i s t e r e d

E n g i n e e r i n g

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F r e e s e a n d

N i c h o l s

I n x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

SHEET SHEET. DESCRIPTION

REF NO. NO.

K E

N A

L L

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H O

L S

H O

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A S

F O

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D E

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R I P

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US Army Corps of Engineers

U S

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G-102-1

95% DESIGN

I N

D E

H E

E T

GENERAL SHEETS

G-101 01 COVER SHEET

G-102-1 02 INDEX SHEET, 1 OF 2

G-102-2 03 INDEX SHEET, 2 OF 2

G-103 04 ABBREVIATIONS

G-104 05 GENERAL NOTES AND LEGEND

G-105 06 CONTRACTOR STAGING AREA

G-106 07 CONTRACTOR HAUL ROUTE MAP

CIVIL SHEETS

C-100 08 INDEX SHEET, ABBREVIATIONS, AND LEGEND

C-101 09 DEMOLITION PLAN

C-102 10 UTILITY PLAN

C-103 11 STRIPING PLAN

C-104 12 FENCING IMPROVEMENTS

C-105 13 LAYOUT OF NEW DOOR RAMPS AND EQUIPMENT PADS

C-301 14 WATER LINE SECTIONS

C-302 15 SEWER LINE SECTIONS

C-501 16 WATER LINE DETAILS

C-502 17 SEWER LINE DETAILS, 1 OF 2

C-503 18 SEWER LINE DETAILS, 2 OF 2

C-504 19 SWING GATE DETAILS

C-503 20 MISCELLANEOUS DETAILS

STRUCTURAL SHEETS

S-001 21 STRUCTURAL GENERAL NOTES

S-002 22 TYPICAL DETAILS

S-101 23 STRUCTURAL FOUNDATION

S-102 24 STRUCTURAL SECOND FLOOR FRAMING

S-103 25 STRUCTURAL CEILING FRAMING

S-201 26 STRUCTURAL FOUNDATION SECTIONS

S-202 27 FOUNDATION SECTIONS

S-203 28 FRAMING SECTIONS

S-204 29 FRAMING SECTIONS

S-301 30 HOSE REEL FRAME

S-401 31 MAINTENANCE PIT PLAN + DETAILS

SE-101 32 EXISTING FOUNDATION

ARCHITECTURAL SHEETS

A-001 33 GENERAL NOTES AND ABBREVIATIONS

AD-101 34 DEMOLITION PLAN - FIRST FLOOR

AD-102 35 DEMOLITION PLAN - FIRST FLOOR AREA A

AD-103 36 DEMOLITION PLAN - FIRST FLOOR - AREA B

AD-104 37 DEMOLITION PLAN - SECOND FLOOR

AD-201 38 DEMOLITION ELEVATIONS - EXTERIOR NORTH AND SOUTH

AD-202 39 DEMOLITION ELEVATIONS - EXTERIOR EAST AND WEST

AD-301 40 DEMOLITION BUILDING SECTION

AD-302 41 DEMOLITION BUILDING SECTION

A-101 42 FLOOR PLAN - FIRST FLOOR OVERALL

A-102 43 FLOOR PLAN - FIRST FLOOR AREA A

A-103 44 FLOOR PLAN - FIRST FLOOR AREA B

A-104 45 FLOOR PLAN - SECOND FLOOR OVERALL

A-105 46 FLOOR PLAN - SECOND FLOOR

A-106 47 ROOF PLAN

A-121 48 REFLECTED CEILING PLAN - FIRST FLOOR OVERALL

A-122 49 REFLECTED CEILING PLAN - CORE AND SECOND FLOOR

A-201 50 EXTERIOR ELEVATIONS - NORTH AND SOUTH

A-202 51 EXTERIOR ELEVATIONS - EAST AND WEST

A-301 52 BUILDING SECTIONS

A-302 53 BUILDING SECTIONS

A-311 54 WALL SECTIONS

A-312 55 WALL SECTIONS

A-401 56 ENLARGED CORE PLANS AND ELEVATIONS

A-410 57 EXTERIOR STAIRS PLANS/SECTIONS

ARCHITECTURAL SHEETS (CONTD)

A-511 58

A-512 59

A-521 60

A-601 61

A-602 62

A-603 63

A-604 64

A-605 65

A-606 66

A-610 67

DETAILS

MILLWORK DETAILS

PARTITION TYPES

SCHEDULES - DOOR AND WINDOW TYPE

DOOR DETAILS

WINDOW DETAILS

FINISH PLAN AND SCHEDULE

MECHANICAL, ELECTRICAL, PLUMBING, AND TELECOMMUNICATION SHEETS

M-001 68 LEGEND

MD-101 69 DEMOLITION HVAC PLAN - FIRST FLOOR

M-101 70 FIRST FLOOR HVAC PLAN - OVERALL

M-102 71 FIRST FLOOR DUCTWORK

M-103 72 WORKBAYS HVAC

M-104 73 SECOND FLOOR HVAC PLAN - OVERALL

M-301 74 HVAC ISOMETRIC VIEWS

M-501 75 MECHANICAL DETAILS I

M-502 76 MECHANICAL DETAILS II

M-503 77 MECHANICAL DETAILS III

M-601 78 MECHANICAL SCHEDULES

M-602 79 P&ID SCHEMATIC I

M-603 80 P&ID SCHEMATIC II

P-001 81 PLUMBING LEGEND SCHEDULES AND GENERAL NOTES

P-101 82 DEMOLITION PLAN - FIRST FLOOR

P-102 83 FLOOR PLAN - FIRST FLOOR OVERALL

P-401 84 PLUMBING ENLARGED PLAN

P-601 85 PLUMBING ISOMETRIC DETAILS

P-602 86 OVERALL ISOMETRIC

EG-001 87 LEGEND

EG-002 88 GENERAL NOTES

ED-101 89 DEMOLITION SITE PLAN

ED-102 90 FIRST FLOOR DEMOLITION PLAN - OVERALL

ED-103 91 SECOND FLOOR DEMOLITION PLAN - OVERALL

E-101 92 SITE PLAN

E-102 93 FIRST FLOOR LIGHTING PLAN - OVERALL

E-103 94 SECOND FLOOR LIGHTING PLAN - OVERALL

E-104 95 FIRST FLOOR POWER PLAN - OVERALL

E-105 96 SECOND FLOOR POWER PLAN - OVERALL

E-106 97 FIRST FLOOR HVAC PLAN - OVERALL

E-107 98 SECOND FLOOR HVAC PLAN - OVERALL

E-401 99 ENLARGED PLANS

E-501 100 DETAILS

E-601 101 ONE LINE DIAGRAM

E-602 102 GROUNDING DIAGRAM

E-603 103 LIGHTING CONTROL DIAGRAMS

E-604 104 LIGHTING FIXTURE SCHEDULE & SEQUENCE OF OPERATIONS

E-605 105 PANEL SCHEDULES

E-606 106 PANEL SCHEDULES

E-607 107 PANEL SCHEDULES

TN-100 108 SYSTEMS OVERVIEW, NOTES, AND SYMBOLS

TND-101 109 DEMOLITION PLAN - FIRST FLOOR

TND-102 110 DEMOLITION PLAN - SECOND FLOOR

TN-101 111 FIRST FLOOR OVERALL

TN-103 112 FIRST FLOOR AREA B

TN-201 113 SECOND FLOOR OVERALL

TN-401 114 ENLARGED COMM ROOM - FIRST FLOOR

TN-402 115 ENLARGED COMM ROOM - SECOND FLOOR

TN-501 116 RISER DIAGRAMS

TN-601 117 DETAILS

INDEX OF SHEETS

SHEET SHEET. DESCRIPTION

REF NO. NO.

K e n a l l

C o n s u l t i n g

E n g i n e e r s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i e e s e a n d

N i c h o l s

I n x a s

R e g i s t e r e d

E n g i n e e r i n g

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G-102-2

95% DESIGN

I N

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FIRE PROTECTION SHEETS

LS-101 118 LIFE SAFETY PLAN FIRST FLOOR

LS-102 119 LIFE SAFETY PLAN SECOND FLOOR

FP-001 120 GENERAL NOTES AND SYMBOLS

FP-002 121 DESIGN CRITERIA FIRST FLOOR AREA A

FP-003 122 DESIGN CRITERIA FIRST FLOOR AREAB

FP-004 123 DESIGN CRITERIA SECOND FLOOR AREA A

FP-005 124 DESIGN CRITERIA SECOND FLOOR AREA B

FD-101 125 FIRE SPRINKLER DEMO PLAN

FP-101 126 FLOOR PLAN - FIRST FLOOR AREA A

FP-102 127 FLOOR PLAN - FIRST FLOOR AREA B

FP-103 128 FLOOR PLAN - SECOND FLOOR AREA A

FP-104 129 FLOOR PLAN - SECOND FLOOR AREA B

FP-501 130 GENERAL FIRE SPRINKLER DETAILS

FA-001 131 GENERAL NOTES/SYMBOL LEGEND

FA-101 132 FIRE ALARM PLAN - FIRST FLOOR

FA-102 134 FIRE ALARM PLAN - SECOND FLOOR

FA-501 134 FIRE ALARM DETAILS

FA-601 135 FIRE ALARM SCHEDULES AND DIAGRAMS

K n a l l

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E n g i n e e r i n g

F i

ABBREVIATIONS

L ANGLE

A/C AIR CONDITIONING

A/C UNIT AIR CONDITIONING UNIT

AB ANCHOR BOLT

ABV ABOVE

AC ALTERNATING CURRENT

ACC ACCESSIBLE

ACI AMERICAN CONCRETE INSTITUTE

ACR ACRYLIC PLASTIC

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACSR ALUMINUM CABLE STEEL REINFORCED

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

ADDM ADDENDUM

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, ADJUSTABLE

ADO AUTOMATIC DOOR OPERATOR

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

AHR ANCHOR

AHU AIR HANDLING UNIT

AI AREA INLET

AIC AMPERE INTERRUPTING CAPACITY

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

A.L. ACTIVE LEAF

ALT ALTERNATE

ALUM ALUMINUM

AMB AMBIENT

AMP AMPERE

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECT

ARI AMERICAN REFRIGERATION INSTITUTE

ASB ASBESTOS

ASC ABOVE SUSPENDED CEILING

ASPH ASPHALT

ATC ACOUSTICAL TILE CEILING

AUTO AUTOMATIC

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

AWT ACOUSTICAL WALL TREATMENT

BB BULLETIN BOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BEJ BRICK EXPANSION JOINT

BEV BEVEL

BITUM BITUMINOUS

BJT BED JOINT

BL BUILDING LINE

BLDG BUILDING

BLW BELOW

BM BENCHMARK

BO BOTTOM OF

BOT BOTTOM

BP BACK PLASTER(ED)

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRG PL BEARING PLATE

BRK BRICK

BRKT BRACKET

BRZ BRONZE

BS BOTH SIDES

BSMT BASEMENT

Btu BRITISH THERMAL UNIT

BtuH BTU PER HOUR

BTWN BETWEEN

BUR BUILT-UP ROOFING

BW BOTH WAYS

CAB CABINET

CAP CAPACITY

CB CATCH BASIN

CCT CUBICLE CURTAIN TRACK

CCTV CLOSED CIRCUIT TELEVISION

CE COVER ELEVATION

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CFI CONDUCTIVE FLOORING

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CH BD CHALKBOARD

CHFR CHAMFER

CHIM CHIMNEY

CHK CHECK

CHR PL CHROME PLATED

CI CAST IRON

CI CURB INLET

CIP CAST-IN-PLACE

CIRC CIRCULAR

CJ CONTROL JOINT

CJ CONSTRUCTION JOINT

CKT CIRCUIT

CKT BRKR CIRCUIT BREAKER

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLGL CLEAR GLASS

CLL CONTRACT LIMIT LINE

CLO CLOSET

CLOS CLOSURE

CLR CLEAR(ANCE)

CLWG CLEAR WIRED GLASS

cm CENTIMETER(S)

CMP CORRUGATED METAL PIPE

CMPST COMPOSITE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNL CONDUCTIVE NEOPRENE LATEX

CNR CORNER

CNTR COUNTER

CO CLEANOUT

CO2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBUSTION

COMPT COMPARTMENT

CONC CONCRETE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

CORR CORRIDOR

COV COVER

CPRS COMPRESSIBLE

CPT CARPET

CRCMF CIRCUMFERENCE

CRES CORROSIVE RESISTANT STEEL

CRG CROSS GRAIN

CRS COURSE(S)

CS CAST STONE

CSK COUNTERSUNK

CSMT CASEMENT

CT CERAMIC TILE

CT CURRENT TRANSFORMER

C TO C CENTER TO CENTER

CTR CENTER

CU CONDENSING UNIT

Cu COPPER

CU FT CUBIC FEET

CUH CABINET UNIT HEATER

CU YD CUBIC YARDS

CV CEILING VENT

CVH CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)

CW COLD WATER

CYL CYLINDER

d PENNY (AS IN NAIL - 10D)

DAT DATUM

DB DRY BULB

DBL DOUBLE

DBL ACT DR DOUBLE ACTING DOOR

DCJ DOWELED CONTROL JOINT

DCJT DUMMY CONTROL JOINT

DEG DEGREE

DEMO DEMOLITION

DEPR DEPRESSION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DH DUCT HEATER

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISC DISCONNECT

DISP DISPENSER

DISTR PNL DISTRIBUTION PANEL

DIV DIVISION

DL DEAD LOAD

DMPF DAMPPROOFING

DMPR DAMPER

DMT DEMOUNTABLE

DN DOWN

DR DOOR

DR DRAIN

DRB DRAINBOARD

DR CL DOOR CLOSER

DS DOUBLE STRENGTH (GLASS)

DS DOWNSPOUT

DT DRAIN TILE

DVTL DOVETAIL

DWG DRAWING

DWLS DOWELS

DWR DRAWER

DWTR DUMBWAITER

DX DIRECT EXPANSION

E EAST

EA EACH

EAT ENTERING AIR TEMPERATURE

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION - GRADE OR BUILDING

ELEC ELECTRIC

EM EXPANDED METAL

EMD ESTIMATED MAXIMUM DEMAND

EMER EMERGENCY

ENCL ENCLOSE(URE)

ENTR ENTRANCE, ENTERING

EP ELECTRICAL PANELBOARD

EPRF EXPLOSION PROOF

EPY EPOXY COATING

EQ EQUAL

EQUIP EQUIPMENT

ESCAL ESCALATOR

EST ESTIMATE(D)

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

EXC EXCAVATE

EXH EXHAUST

EXH A EXHAUST AIR

EXST EXISTING

EXP EXPANSION

EXP EXPOSED

EXP BT EXPANSION BOLT

EXT EXTERIOR

F FAHRENHEIT

FA FIRE ALARM

FA FRESH AIR

FAC FIRE APPARATUS CLOSET

FAI FRESH AIR INTAKE

F BRK FIRE BRICK

FC FOOT CANDLE

FC BRK FACE BRICK

FCG FACING

FCJ FLOOR CONSTRUCTION JOINT

FCO FLOOR CLEANOUT

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDMPR FIRE DAMPER

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FF FACTORY FINISH

FGL FIBERGLASS

FH FIRE HYDRANT

FH FLAT HEAD

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHR FIRE HOSE RACK

FHS FIRE HOSE STATION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIN FINISH

FIN FLR FINISH FLOOR

FIXT FIXTURE

FJT FLUSH JOINT

FLASH FLASHING

FLR FLOOR

FLEX FLEXIBLE

FLG FLOORING

FLR PL FLOOR PLATE

FLUOR FLUORESCENT

FN FENCE

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FP FIRE PARTITION

FP FIREPROOF

FPM FEET PER MINUTE

FR FIRE RESISTANT

FR FRAME

FRG FORGED

FRMG FRAMING

FRT FIRE-RETARDANT

FS FULL SIZE

FSTNR FASTEN(ER)

FT FEET

FTG FOOTING

FURG FURRING

FUT FUTURE

FW FIRE WATER

FWC FABRIC WALL COVERING

G NATURAL GAS

GA GAGE

GAL GALLON(S)

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL

GF GROUND FACE

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFE GOVERNMENT-FURNISHED EQUIPMENT

GFE/CI GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLED

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GKT GASKET(ED)

GL GLASS

GL BLK GLASS BLOCK

GLF GLASS FIBER

GLZ GLAZING

GLZ CMU GLAZED CONCRETE MASONRY UNITS

G GROUND

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GPT GYPSUM TILE

GRAN GRANITE

GR LN GRADE LINE

GRTG GRATING

GST GLAZED STRUCTURAL TILE

GSU GLAZED STRUCTURAL UNITS

GT GROUT

GWT GLAZED WALL TILE

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

HB HOSE BIBB

HC HOLLOW CORE

HCD HALON CONTAINMENT DAMPER

HCP HANDICAPPED

HD HEAD

HD HEAVY DUTY

HDBD HARDBOARD

HD JT HEAD JOINT

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HES HIGH EARLY-STRENGTH CEMENT

HEX HEXAGON

HH HANDHOLE

HK HOOK(S)

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE

HP HORSEPOWER

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HSGYP HIGH-STRENGTH GYPSUM PLASTER

HSKPG HOUSEKEEPING

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HYDR HYDRAULIC

Hz HERTZ

IC INTERCOM

ID INSIDE DIAMETER

IESNA ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA

ILK INTERLOCK

IN INCH

INCIN INCINERATOR

INCL INCLUDED

INSF INSULATING FILL

INSUL INSULATION

INT INTERIOR

INTM INTERMEDIATE

INV INVERT

IP IRON PIPE

IPS IRON PIPE SIZE

I.P.S. INSIDE PIPE SIZE

JAN CLO JANITOR’S CLOSET

J-BOX JUNCTION BOX

JCT JUNCTION

JST JOIST

JT JOINT

KIP KILOPOUND (1000 POUNDS)

KIT KITCHEN

KOP KNOCKOUT PANEL

KPL KICKPLATE

kV KILOVOLTS kVA KILOVOLT AMPERES kVAR KILOVOLT AMPERES REACTIVE kW KILOWATT

KWY KEYWAY

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAT LEAVING AIR TEMPERATURE

LAU LAUNDRY

LAV LAVATORY

LB LAG BOLT

LB POUND

LBL LABEL

LBR LUMBER

LC LIGHT CONTROL

LD LOAD

LDG LOADING

LG LENGTH

LH LEFT HAND(ED)

LIN LINEAR

LKR LOCKER

LL LIVE LOAD

LLD LEAD-LINED DOOR

LM LUMEN

LMST LIMESTONE

LNTL LINTEL

LONG LONGITUDINAL

LP LIGHTPROOF

LPD LIGHTPROOF DOOR

LPL LIGHTPROOF LOUVER

LPT LOW POINT

LR LIVING ROOM

LS LAWN SPRINKLER

LT LIGHT

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWT LEAVING WATER TEMPERATURE

m METER(S)

M&B MATCHED AND BEADED

MACH MACHINE

MAS MASONRY

MATL MATERIAL(S)

MAX MAXIMUM

MB MACHINE BOLTS

MBR MEMBER

MC MEDICINE CABINET

MCJ MASONRY CONTROL JOINT

MCO METAL-CASED OPENING

MDS METAL DIVIDER STRIP

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDIUM

MEMB MEMBRANE

MES METAL EDGE STRIP

MFD METAL FLOOR DECKING

MFG MANUFACTURING

MFR MANUFACTURER

MG MOTOR GENERATOR

MGT MATTE-GLAZED TILE

MH MANHOLE

MI MALLEABLE IRON

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

ML METAL LATH

ML MONOLITHIC

MLDG MOULDING

MLWK MILLWORK

mm MILLIMETER(S)

MNIC MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)

MO MASONRY OPENING

MOD MODULAR

MOD. MODIFIED

MOT MOTOR

MP MOVABLE PARTITION

MR MOP RECEPTOR

MRB MARBLE BASE

MRD METAL ROOF DECKING

MS MACHINE SCREWS

MT METAL THRESHOLD

MT MOUNT

MTD MOUNTED

MTFR METAL FURRING

MTL METAL

MVBL MOVABLE

MULL MULLION

N NORTH

NAT NATURAL

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

Ni NICKEL

NIC NOT IN CONTRACT

NL NAILABLE

N.L. NEOPRENE LATEX

NM NONMETALLIC

NO NORMALLY OPEN

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

N’’REQD NOT REQUIRED

NTS NOT TO SCALE

OA OUTSIDE AIR

OBSC OBSCURE

OBW OBSERVATION WINDOW

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFC OFFICE

OGL OBSCURE GLASS

OH OVERHEAD

OHMS OVALHEAD MACHINE SCREW

OHWS OVALHEAD WOOD SCREW

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OPS OPERATIONS

OS & Y OUTSIDE SCREW AND YOKE

OWGL OBSCURE WIRED GLASS

P POLE

PA PUBLIC ADDRESS

PAR PARALLEL

PB PANIC BAR

PBD PARTICLE BOARD

PBS PUSH BUTTON STATION

PC PIECE

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCP CEMENT PLASTER (PORTLAND)

PD PAVEMENT DRAIN

PED PEDESTAL

PERF PERFORATE(D)

PERIM PERIMETER

PH PHASE

PHAR PHARMACY

PI POINT OF INTERSECTION

PIPU PREFAB ISOLATION POWER UNIT

PIV POST INDICATING VALVE

PL PLATE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLAT PLATFORM

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLG PILING

PL GL PLATE GLASS

PLYWD PLYWOOD

PNL PANEL

PT PAINT(ED)

POL POLISHED

PORC PORCELAIN

PORT PORTABLE

PPGL POLISHED PLATE GLASS

PPM PARTS PER MILLION

PR PAIR

PREFAB PREFABRICATE(D)

PREFIN PREFINISHED

PREFMD PREFORMED

PRKG PARKING

PROJ PROJECT

PRV PRESSURE-REGULATING VALVE

PS PIPE SPACE

P.S. PRESSED STEEL

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PNEUMATIC TUBE

PT. POINT

PT CONC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PV PAVED

PVC POLYVINYL CHLORIDE

PVG PAVING

PW PASS WINDOW

QT QUARRY TILE

QT. QUART

QTR QUARTER

1/4 RND QUARTER ROUND

QTY QUANTITY

R RADIUS

R RANGE

R RISER

RA RETURN AIR

RAB RABBETED

RA GR RETURN AIR GRILLE

RAR RETURN AIR REGISTER

RB RUBBER BASE, RESILIENT BASE

RBL RUBBLE STONE

RBR RUBBER

RC REMOTE CONTROL

RCP REINFORCED CONCRETE PIPE

RCVR RECEIVER

RD ROOF DRAIN

RDG INS RIGID INSULATION

RECPT RECEPTACLE

REC ROOM RECREATION ROOM

RECT RECTIFIER

REF REFERENCE

REFL REFLECT

REFR REFRIGERATION

REG REGISTER

REG REGLET

REINF REINFORCE

REM REMOVE(ABLE)

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RFG ROOFING

RH RELATIVE HUMIDITY

RH RIGHT HAND

RH ROOF HATCH

RK RACK

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RP RETRACTABLE PARTITION

RPM REVOLUTIONS PER MINUTE

RPRT RAISED PATTERN RUBBER TILE

RTF RUBBER TILE FLOOR

RVS REVERSE

RVT RIVET

RWC RAINWATER CONDUCTOR

S SOUTH

SA SUPPLY AIR

SB SPLASH BLOCK

S.B. SECURITY BARS

SC SOLID CORE

SCHED SCHEDULE

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SD STORM DRAIN

SDI STEEL DOOR INSTITUTE

SECT SECTION

SEQ SEQUENCE

SFGL SAFETY GLASS

SFTU STRUCTURAL FACING TILE UNIT

SFU STRUCTURAL FACING UNIT

SG SHEET GLASS

SHLDR SHOULDER

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SKLT SKYLIGHT

SLNT SEALANT

SLV SLEEVE

SM SHEET METAL

SMS SHEET METAL SCREWS

SOV SHUT OFF VALVE

SPC SPACER

SPCL SPECIAL

SPD SOUNDPROOF DOOR

SPEC SPECIFICATION

SPF SOUNDPROOF

SP FIN SPECIAL FINISH

SPH SPACE HEATER

SPKR SPEAKER

SQ SQUARE

SQHD SQUARE HEAD

S&R SHELF AND ROD

SS SERVICE SINK

SS STANDING SEAM (ROOF)

SST STAINLESS STEEL

STA STATION

STD STANDARD

STG SEATING

STL STEEL

STOR STORAGE

ST PR STATIC PRESSURE

STR STRINGER

STRUCT STRUCTURAL

STWY STAIRWAY

SUB FL SUBFLOOR

SUSP SUSPENDED

SV SHEET VINYL

SW SWITCH

SWBD SWITCHBOARD

SYMM SYMMETRICAL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

TAN TANGENT

TB TOWEL BAR

TC TERRA COTTA

TEL TELEPHONE

TEMP TEMPERATURE

TEMP TEMPORARY

TER TERRAZZO

TERM TERMINAL

T&G TONGUE AND GROOVE

TGL TOGGLE

TH TRUSS HEAD

THK THICK(NESS)

THRES THRESHOLD

TK BD TACKBOARD

TKS TACKSTRIP

TO TOP OF

TOL TOLERANCE

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPTN TOILET PARTITION

TRANS TRANSOM

TRANS TRANSVERSE

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

UC UNIT COOLER

UGND UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UPS UNINTERRUPTABLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV UNIT VENTILATOR

V VOLT

VAR VARNISH

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VCT VITRIFIED CLAY TILE

VD VAULT DOOR

VENT VENTILATOR(TION)

VERT VERTICAL

VEST VESTIBULE

VF VINYL FABRIC

VG VERTICAL GRAIN

VH VINYL HOMOGENEOUS

VJ V-JOINT(ED)

VNR VENEER

VOL VOLUME

VR VAPOR RETARDER

VRM VERMICULITE

VS VENT STACK

V.T. VOLTAGE TRANSFORMER

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

WB WET BULB

WBL WOOD BLOCKING

WC WATER CLOSET

W/C WHEELCHAIR

WCO WOOD-CASED OPENING

WD WOOD

WD WOOD DOOR

WDSP WASTE DISPOSER

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WALL HUNG

WH WATER HEATER

WHB WHEEL BUMPER

WHM WATT-HOUR METER

WI WROUGHT IRON

WKSH WORK SHOP

WM WIRE MESH

W/O WITHOUT

WP WATERPROOF(ING)

WP WEATHERPROOF

WP WORKING POINT

WR WASTE RECEPTACLE

WRB WARDROBE

WS WATERSTOP

W.S. WASTE STACK

WSCT WAINSCOT

WT WEIGHT

WTH WIDTH

W/W WALL TO WALL

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWR WELDED WIRE REINFORCEMENT

XFMR TRANSFORMER

YD YARD

YD YARD DRAIN

K E

N A

L L

R E

E S

H O

L S

H O

U S

T O

E X

A S

F O

E X

A S

D E

S I G

E M

E N

O V

A T

I O

N S

T E

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

R A

A O

R A

A O

A Y

A N

D A

A N

S I

A P

R I L

X X

F O

T R

I C

G-103

95% DESIGN

A B

B R

E V

I A

T I O

GENERAL NOTES

SECURITY

1. THE CONTRACTOR SHALL ENSURE COMPLIANCE WITH ALL SECURITY REGULATIONS

AND ACCESS REQUIREMENTS FOR ALL CONTRACTOR PERSONNEL ENTERING THE

PROJECT SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BADGING AND

TRAINING REQUIRED FOR ACCESS TO THE INSTALLATION AND AIRFIELD.

2. CLOSE COORDINATION WITH THE INSTALLATION AND SECURITY

OPERATIONS IS A REQUIREMENT OF THE CONTRACT.

3. CONTRACTOR VEHICLES SHALL ABIDE BY BASE TRAFFIC REGULATIONS INCLUDING SPEED

LIMITS AND RESTRICTIONS ON CELL PHONE USAGE. COMMERCIAL VEHICLES AND

HEAVY EQUIPMENT MUST TRAVEL ALONG PREDETERMINED HAUL ROUTES AND PASS

THROUGH SECURITY ACCESS POINTS AS SHOWN ON THE DRAWINGS.

4. ALL CONTRACTOR PERSONNEL SHALL BE BRIEFED ON APPROVED HAUL ROUTES.

5. CONTRACTOR VEHICLES PERMITTED TO TRAVEL WITHIN THE BASE MUST PROPERLY

DISPLAY APPROVED CONSTRUCTION PLACARDS.

6. VISITORS TO THE PROJECT SITE MUST BE ACCOMPANIED BY AN APPROVED SPONSOR AT

ALL TIMES.

7. ANY CONTRACTOR PERSONNEL FOUND TO BE IN VIOLATION OF SECURITY REGULATIONS

AND ACCESS RESTRICTIONS ARE SUBJECT YO DETAINMENT AND SEARCH BY INSTALLATION

SECURITY FORCES.

PERMITS

1. CONTRACTOR SHALL WORK WITH THE COR TO NOTIFY THE INSTALLATION AT LEAST 30

DAYS PRIOR TO BRINGING ANY RADIOACTIVE MATERIALS ONTO THE INSTALLATION.

SUCH MATERIALS INCLUDE, BUT ARE NOT LIMITED TO, INSTRUMENTS THAT CONTAIN

RADIOACTIVE SOURCES FOR TESTING SOIL COMPACTION, APPROVAL IS REQUIRED

BEFORE ANY RADIOACTIVE MATERIALS CAN BE BROUGHT ONTO THE BASE.

2. CONTRACTOR SHALL OBTAIN A SIGNED BASE CIVIL ENGINEERING WORK

CLEARANCE REQUEST (DIGGING PERMIT) FROM THE COR PRIOR TO ANY EXCAVATION.

3. USE OF CRANES REQUIRE A CRANE PERMIT.

ENVIRONMENTAL

1. SHOULD HISTORIC SITES (WALLS, PLATFORMS, PAVEMENTS, MOUNDS) OR REMAINS

(ARTIFACTS, BURIALS) BE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES. WORK

SHALL CEASE IMMEDIATELY IN THE VICINITY OF THE FIND AND THE AREA SHALL BE

PROTECTED FROM FURTHER DAMAGE. THE COR WILL BE RESPONSIBLE FOR

CONTACTING THE STATE HISTORIC PRESERVATION DIVISION. IF REQUIRED, THE COR

WILL ASSESS THE SIGNIFICANCE OF THE FIND AND RECOMMEND AN APPROPRIATE

MITIGATION MEASURE IF NECESSARY.

2. DURATION OF STOCKPILE OUTSIDE THE CONTRACTOR STAGING AREA SHALL NOT

EXCEED THREE (3) MONTHS. IF THE STOCKPILING WORK INVOLVES CONTAMINATED

SOIL AND/OR HAZARDOUS MATERIAL, THEN ALL STOCKPILING WORK SHALL BE DONE IN

CONFORMANCE WITH APPLICABLE STATE AND FEDERAL REQUIREMENTS. CONTACT THE

SOLID AND HAZARDOUS WASTE BRANCH OF THE STATE DEPARTMENT OF HEALTH FOR

INFORMATION.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE WITH THE APPLICABLE

PROVISIONS OF THE WATER QUALITY AND WATER POLLUTION CONTROL STANDARD

CONTAINED IN THE TCEQ TPDES CGP TXR150000.

4. THE CONTRACTOR SHALL KEEP THE PROJECT AREA AND SURROUNDING AREA FROM

DUST NUISANCE. THE CONTRACTOR SHALL BE IN COMPLIANCE WITH THE AIR POLLUTION

CONTROL STANDARDS CONTAINED IN THE TCEQ TPDES CGP TXR150000.

K e n a l l

C o n s u l t i n g

E n g i n e e r s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

F r e e s e a n d

N i c h o l s

I n x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

K E

N A

L L

R E

E S

H O

L S

H O

U S

T O

E X

A S

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

R A

A O

R A

A O

D A

Y A

N A

N D

A N

S I

A P

R I L

X X

F O

T R

I C

G-104

95% DESIGN

F O

E X

A S

D E

S I G

E M

E N

O V

A T

I O

G E

N E

R A

1. DRAWINGS ARE DRAWN TO SCALE UNLESS OTHERWISE NOTED.

2. IN THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL COMPLY IN EVERY WAY

THE REQUIREMENTS OF LOCAL, STATE, AND FEDERAL LAWS AND ORDINANCES.

3. CAREFULLY EXAMINE THE PREMISES TO DETERMINE THE EXTENT OF WORK AND CONDITIONS

UNDER WHICH THE WORK IS TO BE DONE. IF THERE ARE ANY QUESTIONS REGARDING THE

PROJECT, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATIONS FROM THE

GOVT AND THE ARCHITECT-ENGINEER BEFORE PROCEEDING WITH THE WORK OR RELATED

WORK IN QUESTION.

4. ALL WORK SHALL BE DONE IN THOROUGH AND CONSCIENTIOUS MANNER ACCORDING TO

INDUSTRY STANDARDS AND SUBJECT TO INSPECTION AND ACCEPTANCE. WORK THAT

IS DEEMED SUBSTANDARD OR NOT TO INDUSTRY STANDARD WILL BE SUBJECT TO

REPLACEMENT AND REPAIR AT NO ADDITIONAL COST TO THE GOVT.

5. REFER TO NOTES SPECIFIC TO THE VARIOUS TRADES ON THE DRAWINGS THAT PERTAIN TO

VARIOUS DISCIPLINES.

6. ALL INFORMATION REQUIRED FOR THE DESIGN MAY NOT BE COVERED IN THE DRAWINGS.

REFER TO TECHNICAL SPECIFICATIONS FOR ADDITIONAL INFORMATION.

7. CALL TEXAS 811 PRIOR TO EXCAVATION.

8. THE LOCATIONS OF UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THE PLANS

HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE BELIEVED TO BE CORRECT.

NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS. THE CONTRACTOR

SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES IN THE WORK AREA PRIOR

TO CONSTRUCTION. ANY UNDERGROUND UTILITIES LOCATED WHICH DO NOT APPEAR

ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER

REPRESENTATIVE AND AIRFIELD OPERATIONS. ANY DAMAGE TO UTILITIES CAUSED BY

THE CONTRACTOR SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE.

9. CONTRACTOR SHALL RETAIN THE SERVICES OF A PRIVATE UTILITY LOCATOR SERVICE

DURING THE EXECUTION OF THIS CONTRACT. IT IS UNLIKELY THAT A PUBLIC UTILITY

LOCATOR SERVICE WILL LOCATE AIRFIELD LIGHTING AND COMMUNICATION FACILITIES.

10. FLOWABLE FILL, OF REQUIRED, SHALL MEET THE REQUIREMENTS OF ETL 11-15.

STAGING

AREA

TEMF 26041

K e n a l l

C o n s u l t i n g

E n g i n e e r s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i e e s e a n d

N i c h o l s

I n x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

I S

L L

NOT TO SCALE

K E

N A

L L

R E

E S

H O

L S

H O

U S

T O

E X

A S

F O

E X

A S

D E

S I G

E M

E N

O V

A T

I O

N S

T E

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

R A

A O

R A

A O

A Y

A N

D A

A N

S I

A P

R I L

X X

F O

T R

I C

C O

N T

R A

C T

G I N

R E

G-105

SCALE: NTS

G-105

TEMF 26041, CONTRACTOR STAGING AREA

100 FT LONG BY

100 FT WIDE

95% DESIGN

C o n s u l t i n g

E n g i n e e r s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i e e s e a n d

N i c h o l s

I n x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

CLARKE RD COMMERCIAL

ACCESS GATE

C L

A R

TURKEY RUN RD

L L

K E

N A

L L

R E

E S

H O

L S

H O

U S

T O

E X

A S

F O

E X

A S

D E

S I G

E M

E N

O V

A T

I O

N S

T E

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

R A

A O

R A

A O

A Y

A N

D A

A N

S I

A P

R I L

X X

F O

T R

I C

G-106

95% DESIGN

C O

N T

R A

C T

O U

HWY 190

L I

VISITORS CENTER

MAIN GATE

NOT TO SCALE

HAUL ROUTE

LEGEND

SCALE: NTS

G-106

TEMF 26041, CONTRACTOR HAUL ROUTE MAP

E E EXISTING UNDERGROUND ELECTRICAL

W W W EXISTING WATER MAIN

EXISTING GAS MAIN

SAN EXISTING SANITARY SEWER MAIN

EXISTING OVERHEAD ELECTRICAL

EXISTING COMM

GAS

COMM

W W W NEW WATER LINE

SAN NEW SANITARY SEWER LINE

NEW WATER VALVE

NEW WATER HYDRANT

EXISTING WATER VALVE

EXISTING WATER HYDRANT

EXISTING SS MANHOLE

EXISTING SS CLEANOUT

EXISTING POST INDICATOR VALVE

EXISTING POLE MOUNTED ELEC TRANSFORMER

F NEW FIRE LANE STRIPING

CO NEW SEWER CLEANOUT

SSMH NEW SEWER MANHOLE

INDEX OF CIVIL SHEETS

SHEET DESCRIPTION

REF NO.

C-100 INDEX OF SHEETS, ABBREVIATIONS, AND

LEGEND

C-101 DEMOLITION PLAN

C-102 UTILITY PLAN

C-103 STRIPING PLAN

C-104 FENCING IMPROVEMENTS

C-105 LAYOUT OF NEW DOOR RAMPS AND EQUIPMENT PADS

C-301 WATER LINE SECTIONS

C-302 SEWER LINE SECTIONS

C-501 WATER LINE DETAILS

C-502 SEWER LINE DETAILS, 1 OF 2

C-503 SEWER LINE DETAILS, 2 OF 2

C-504 SWING GATE DETAILS

C-505 MISCELLANEOUS DETAILS

ABBREVIATIONS

AC ASPHALTIC CONCRETE J-BOX JUNCTION BOX

AC ACRE JBSA JOINT BASE SAN ANTONIO

ACI AMERICAN CONCRETE INSTITUTE JT JOINT

ADJ ADJACENT, ADJOINING ADJUSTABLE L LENGTH

AGG AGGREGATE LF LINEAR FOOT

ALT ALTERNATE LT LEFT

APPROX APPROXIMATE LVC LENGTH OF VERTICAL CURVE

ASPH ASPHALT MAX MAXIMUM

ASTM AMERICAN SOCIETY FOR TESTING MH MANHOLE

MATERIALS MIN MINIMUM

AVG AVERAGE MISC MISCELLANEOUS

BDRY BOUNDARY MON MONUMENT

BITUM BITUMINOUS MRKG MARKING

BLDG BUILDING N NORTH

BLVD BOULEVARD NO NUMBER

BLW BELOW NTS NOT TO SCALE

BM BENCHMARK OC ON CENTER

BTWN BETWEEN OD OUTSIDE DIAMETER

BVCE BEGIN VERTICAL CURVE ELEVATION OFF OFFSET

BVCS BEGIN VERTICAL CURVE STATION ORIG ORIGINAL

BW BOTH WAYS PG PROFILE GRADE

CAP CAPACITY PI POINT OF INTERSECTION

CERT CERTIFIED POV PRIVATELY OWNED VEHICLE

CFS CUBIC FEET PER SECOND PRO PROPOSED

CGP CONSTRUCTION GENERAL PERMIT PVI POINT OF VERTICAL INTERSECTION

CHFR CHAMFER PVMT PAVEMENT

CIP CAST-IN-PLACE QTY QUANTITY

CJ CONTROL JOINT R RADIUS

CL CENTER LINE RCP REINFORCED CONCRETE PIPE

CLR CLEAR REBAR REINFORCING BAR

CO CONTRACTING OFFICER REINF REINFORCED

COMM COMMUNICATION REQ/REQD REQUIRED

CONC CONCRETE RD ROAD

CONST CONSTRUCTION RT RIGHT

CONT CONTINUOUS RW RUNWAY

COR CONTRACTING OFFICER S SOUTH

REPRESENTATIVE SD STORM DRAIN

CTR CENTER SHLDR SHOULDER

DBL DOUBLE SHT SHEET

DEG DEGREE SPEC SPECIFICATIONS

DEMO DEMOLISH, DEMOLITION SQ SQUARE

DET DETAIL SS SANITARY SEWER

STA STATION

DIA DIAMETER STD STANDARD

DIM DIMENSION SWPPP STORMWATER POLLUTION

PREVENTION PLAN

DIV DIVISION T THICKNESS

DN DOWN TBA TO BE ABANDONED (IN-PLACE)

DOD DEPARTMENT OF DEFENSE TBR TO BE REMOVED (AND DISPOSED)

DWG DRAWING TBR&R TO BE REMOVED AND REPLACED

DWL DOWEL TCEQ TEXAS COMMISSION ON

E EAST ENVIRONMENTAL QUALITY

EA EACH TE THICKENED EDGE

E/ELECT ELECTRIC TEMP TEMPORARY

EJ EXPANSION JOINT TPDES TEXAS POLLUTANT DISCHARGE

EL/ELEV ELEVATION ELIMINATION SYSTEM

EMH ELECTRIC MANHOLE

EOP EDGE OF PAVEMENT TYP TYPICAL

ETL ENGINEERING TECHNICAL LETTER UFC UNIFIED FACILITIES CRITERIA

EVCE END VERTICAL CURVE ELEVATION UIP USED IN PLACE

EVCS END VERTICAL CURVE STATION UON UNLESS OTHERWISE NOTED

EW EACH WAY VAR VARIABLE, VARIES

EX EXISTING VERT VERTICAL

EXP EXPANSION W WEST

FOD FOREIGN OBJECT DAMAGE/DEBRIS W/ WITH

FT FEET W/O WITHOUT

GOVT GOVERNMENT WT WEIGHT

GR GRADE WV WATER VALVE

HMA HOT MIX ASPHALT WH WATER HYDRANT

HORIZ HORIZONTAL

ID INSIDE DIAMETER

INCL INCLUDE(ED)(ING)

INV INVERT

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NOTES FOR SEALING CRACKS IN EXISTING CONCRETE PANELS

1. FOR CRACKS THAT MEASURE MORE THAN 1/8 IN IN WIDTH, CONTRACTOR TO

SEAL CRACKS IN ACCORDANCE WITH DETAIL IN SHEET C-505.

2. CRACKS SHOULD BE WIDENED WITH A ROUTER PRIOR TO SEALING.

3. CRACKS WITH NO SPALLING OF PANELS SHALL BE ROUTED AND SEALED.

BACKER ROD TO BE USED FOR CRACKS GREATER THAN 3/8 IN DEPTH AND SEPARATING MATERIAL

FOR CRACKS LESS THAN 3/8 IN DEPTH.

4. CRACKS WITH SIGNIFICANT SPALLING OF PANELS ARE TO BE SEALED AS A CONSTRUCTION JOINT.

NOTES FOR HORIZONTAL CONTROL FOR NEW WORK

1. BASELINE COORDINATES WERE ESTABLISHED FOR A BUILDING CORNER OF TEMF 26041.

2. HORIZONTAL CONTROL COORDINATES FOR THE NEW WORK HAVE BEEN PROVIDED BASED ON THE BASELINE COORDINATES

FOR THAT BUILDING CORNER. CONTRACTOR TO USE THIS INFORMATION TO DETERMINE THE LOCATION OF THE NEW WORK.

3. FOR THE WORK ASSOCIATED WITH THE DOOR RAMPS AND THE MECHANICAL EQUIPMENT PADS, THE CONTRACTOR SHALL USE

THE DIMENSIONS PROVIDED ON THE PLANS AND THE COORDINATES OF THE BUILDING CORNER TO LOCATE THE NEW WORK.

SEWER RESURFACING NOTES

1. THE BOTTOM OF THE UTILITY TRENCH EXCAVATION SHOULD BE CLEAN OF LOOSE SOILS AND DEBRIS PRIOR TO PLACEMENT

OF UTILITY PIPE.

2. PLACE PIPE BEDDING AND INITIAL BACKFILL (FROM 6 INCHES BELOW THE BOTTOM OF THE PIPE TO 12 INCHES ABOVE TOP OF PIPE

WITH SEWER GRAVEL MATERIAL WITH THE FOLLOWING SPECIFICATIONS:

SIEVE SIZES PERCENT

PASSING 1-1/2 IN SIEVE 100

PASSING 1 IN SIEVE 95 TO 100

PASSING 1/2 IN SIEVE 25 TO 60

PASSING NO. 4 SIEVE 0 TO 10

PASSING NO. 8 SIEVE 0 TO 5

3. SECONDARY BACKFILL SHALL BE PLACED FROM THE TOP OF THE INITIAL BEDDING TO BOTTOM OF AGGREGATE BASE

AND SHALL BE PLACED AS FOLLOWS:

a. BACKFILL SOILS MAY BE THE EXCAVATED SOILS

b. PLACE THE BACKFILL IN LOOSE LIFTS NOT TO EXCEED 8 IN IN THICKNESS TO ACHIEVE COMPACTION THICKNESS NO GREATER

THAN 6 INCHES.

c. ADD WATER AS APPLICABLE SO THAT THE SOIL MOISTURE CONTENT AFTER COMPACTION IS BETWEEN -2 AND +2 PERCENT

OF OPTIMUM MOISTURE CONTENT.

d. COMPACT THE BACKFILL SOIL LIFT TO AT LEAST 95 PERCENT OF STANDARD MOISTURE DENSITY RELATIONSHIP

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X = 3094955.7

Y = 10389712.3

X = 3094940.3

Y = 10389714.2

X = 3094900.5

Y = 10389534.8

X = 3094963.8

Y = 10389440.6

X = 3094880.5

Y = 10389748.1

X = 3094959.1

Y = 10389741.9

X = 3094990.1

Y = 10389682.6

X = 3094965.9

Y = 10389711.0

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%%UDEMOLITION NOTES

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REMOVE FIRE LANE STRIPING

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DEMO EX PAVEMENT TO INSTALL

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NEW WATER LINE, 3 FT WIDE TRENCH

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DEMO EX PAVEMENT TO INSTALL

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NEW SEWER LINE, 4 FT WIDE TRENCH

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DEMO EX PAVEMENT TO REMOVE

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EX UG ELECTRIC LINE, 3 FT WIDE TRENCH

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%%UGENERAL NOTES

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1) COORDINATES OF CENTER LINE OF TRENCH PROVIDED.

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2) COORDINATE FOR DOOR RAMP REMOVAL/INSTALLATION

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EQUIPMENT PAD INSTALLATION ON C-105.

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3) COORDINATE FOR ADDITIONAL PLUMBING AND ELECTRICAL

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ON PLUMBING AND ELECTRICAL PLANS.

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EX FACILITY TO REMAIN

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EX FACILITY TO REMAIN

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REMOVE EXISTING SSMH MANHOLE

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Y = 10389715.6

X = 3094900.6

Y = 10389534.6

X = 3094963.8

Y = 10389440.6

X = 3094990.1

Y = 10389682.6

X = 3094965.9

Y = 10389711.0

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8 IN PVC C900 WATER PIPE

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%%UWATER LINE CONSTRUCTION NOTES

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GATE VALVE

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8 IN PVC TEE AND 8 X 6 IN REDUCER

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8 IN 90 DEGREE ELBOW

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AutoCAD SHX Text C-501

AutoCAD SHX Text C4

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AutoCAD SHX Text C-301

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%%USEWER LINE CONSTRUCTION NOTES

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NEW CLEANOUT AT CONNECTION WITH NEW

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NEW SEWER LINE TO BE MIN 18 IN BELOW

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NEW 6 IN PVC SEWER LINE

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PLUMBING LINE, INV ELEV = 956.667 FEET

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EX WATER LINE

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NEW MANHOLE

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INV ELEV = 954.814

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AutoCAD SHX Text C-302

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CONNECT TO NEW SSMH

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APPROX INV TOP 953.68 FEET.

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APPROX INV BOTTOM 947.78 FEET.

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DROP CONNECTION IN MANHOLE.

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SEE SHEET C-503 FOR DETAIL

AutoCAD SHX Text B3

AutoCAD SHX Text C-503

AutoCAD SHX Text B1

AutoCAD SHX Text C-503

AutoCAD SHX Text A1

AutoCAD SHX Text C-502

AutoCAD SHX Text X = 3094955.7

Y = 10389712.3

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R54.00

X = 3095221.0

N = 10389434.0

X = 3095239.8

N = 10389575.9

X = 3095218.6

N = 10389640.1

X = 3095210.6

N = 10389670.2

X = 3095218.3

N = 10389736.2

X = 3095164.3

N = 10389790.2

X = 3095117.1

N = 10389796.8

X = 3095087.1

N = 10389826.5

X = 3095092.8

N = 10389875.3

X = 3095040.8

N = 10389932.0

X = 3094977.4

N = 10389939.6

X = 3094923.4

N = 10389885.6

X = 3094901.7

N = 10389712.3

X = 3094944.1

N = 10389659.5

X = 3095191.8

N = 10389614.3

X = 3095216.2

N = 10389580.8

X = 3095197.3

N = 10389437.1

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%%UCONSTRUCTION NOTES

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INSTALL FIRE LANE STRIPING, 24 FEET WIDE

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AutoCAD SHX Text THE SURFACES ON WHICH MARKINGS ARE TO BE APPLIED SHALL BE CLEAN, DRY SURFACES, AND FREE OF LOOSE PARTIALS, DIRT, ACCUMULATIONS OF TAR AND GREASE, OR OTHER DELETERIOUS MATERIALS.

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AutoCAD SHX Text X = 3094955.7

Y = 10389712.3

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Y = 10389482.8

X = 3094986.1

Y = 10390527.9

X = 3095337.3

Y = 10390481.0

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REMOVE AND REPLACE OUTRIGERS

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%%UCONSTRUCTION NOTES

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REMOVE AND REPLACE 24 FT WIDE

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AND BARBED WIRE ON EX FENCE

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REMOVE AND REPLACE OUTRIGERS

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AND BARBED WIRE ON EX FENCE

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AutoCAD SHX Text C-504

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AutoCAD SHX Text C-505

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AutoCAD SHX Text X = 3094955.7

AutoCAD SHX Text Y = 10389712.3

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REMOVE AND REPLACE ONE PANEL ON

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EITHER SIDE OF THE SWING GATE

SWING GATE

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File details come from the government source that posted it.