Revised Technical Exhibit B - Drawings.pdf

PDF 15 MB Posted Aug 25, 2020

Attached to: Construct Administrative Building, Shorthorn Airfield, North Fort Hood
Solicitation number: W91151-20-B-0012
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

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Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract solicitation to construct an administrative building at Fort Hood, Texas. The solicitation is identified as number W91151-20-B-0012 and is seeking a contractor to replace two temporary trailers with a permanent structure located south of the intersection of 15th and 16th Streets at North Fort Hood. The work is a 100% small business set-aside under NAICS code 236220 for commercial and institutional building construction, with a small business size standard of $36.5 million. The estimated construction price range for the project is between $1 million and $5 million. The selected contractor will be responsible for providing all labor, materials, equipment and other resources to complete the project in compliance with applicable laws and standards. The wage determination is General Decision Number TX20200230 01-03-2020. The bid guarantee must be at least 20% of the bid price or $3 million, whichever is less, and performance and payment bonds must equal 100% of the original contract price. The solicitation is issued by the Department of the Army Materiel Command Mission and Installation Contracting Command at Fort Hood, Texas.

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W91151-20-B-0012 RELEASED.pdf	PDF	Aug 7, 2020
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SHORTHORN AIRFIELD ADMINISTRATION BUILDING

FORT HOOD, TEXAS

PN: 487119

FINAL SUBMITTAL

T H O

O D

, TEXAS US ARMY CORPS

OF ENGINEERS

FORT WORTH DISTRICT

O R

AIR

FIELD

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PLOT DATE:

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FILE PATH:

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GENERAL

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS

G-003 PROJECT LOCATION PLAN

INDEX OF DRAWINGS

ARCHITECTURE

A-001 GENERAL NOTES & ABBREVIATIONS

A-002 STANDARD MOUNTING HEIGHTS

A-101 OVERALL FLOOR PLAN

A-102 CLERSTORY FLOOR PLAN

A-131 REFLECTED CEILING PLAN

A-151 ROOF PLAN

A-201 BUILDING ELEVATIONS I

A-202 BUILDING ELEVATIONS II

A-301 BUILDING SECTIONS I

A-311 WALL SECTIONS I

A-401 ENLARGED PLANS & ELEVATIONS

A-501 EXTERIOR DETAILS

A-511 PLAN DETAILS & COLUMN DETAILS

A-521 ROOF DETAILS I

A-601 DOOR SCHEDULE

A-602 DOOR DETAILS

A-611 WINDOW SCHEDULE

A-612 WINDOW DETAILS

A-613 LOUVER DETAILS

A-621 PARTITION TYPES

A-631 UL DETAILS FIRE SAFING AND FIRE STOPPING

A-641 EXTERIOR SIGNAGE PLAN

A-701 INTERIOR DETAILS I

A-702 INTERIOR DETAILS II

A-721 CASEWORK

INTERIORS

I-101 FURNITURE PLAN

I-601 INTERIOR FINISH SCHEDULE

I-611 SIGNAGE SCHEDULE

MECHANICAL

M-001 MECHANICAL LEGEND

MH101 HVAC PLAN

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULE

M-901 HVAC ISOMETRIC

MI001 CONTROLS LEGEND

MI100 POINTS LIST INSTRUCTIONS

MI301 AHU CONTROL SCHEMATIC

MI302 AHU POINTS LIST

MI303 AHU-2 CONTROL SCHEMATIC

MI304 AHU-2 POINTS LIST

MI305 DEDICATED SPLIT SYSTEM CONTROLS

MI306 EXHAUST FAN 1 CONTROLS

MI307 EXHUST FAN 2 & 3 CONTROLS

MI308 UTILITY CONTROLS

ELECTRICAL

ES001 EXTERIOR COMMUNICATIONS LEGEND

ES101 EXTERIOR TELECOMMUNICATIONS PLAN

ES501 TELECOMMUNICATION DETAILS

ES502 TELECOMMUNICATIONS DETAIL 3

E-001 ELECTRICAL LEGEND

EG101 LIGHTNING PROTECTION PLAN

EG501 GROUNDING DETAILS 1

EG502 GROUNDING DETAILS 2

EG503 GROUNDING DETAILS 3

EG504 GROUNDING DETAILS 4

EG601 GROUNDING RISER DIAGRAM

EL101 LIGHTING PLAN

EL501 LIGHTING DETAILS 1

EL502 LIGHTING DETAILS 2

EL601 LIGHTING FIXTURE SCHEDULE AND CONTROL

EP101 POWER PLAN

EP601 ELECTRICAL RISER DIAGRAM

EP701 PANEL SCHEDULE 1

EP702 PANEL SCHEDULE 2

ET101 TELECOMMUNICATION PLAN - 1ST FLOOR

ET501 TELECOMMUNICATIONS DETAILS 1

ET502 TELECOMMUNICATIONS DETAILS 2

ET601 TELECOMMUNICATIONS RISER DIAGRAM - 1ST FLOOR

EY101 SPECIAL SYSTEM FLOOR PLAN

EY102 SPECIAL SYSTEM FLOOR PLAN

FIRE ALARM

FA001 FIRE ALARM LEGEND

FA101 FIRE ALARM AND MASS NOTIFICATION PLAN

FA501 FIRE ALARM DETAIL1

FA601 FIRE ALARM RISER DIAGRAM

FA602 FIRE ALARM MATRIX

PLUMBING

P-001 PLUMBING LEGEND

PL-101 SANITARY WASTE

PP-101 DOMESTIC HOT AND COLD WATER PLAN

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-601 PLUMBING SCHEDULE

P-901 PLUMBING ISOMETRIC

CIVIL

C-001 CONSTRUCTION LAYDOWN AREA LOCATION

C-002 GENERAL NOTES

C-003 LEGEND AND ABBREVIATIONS

CE100 EXISTING CONDITIONS PLAN

CD100 OVERALL PROJECT DEMOLITION PLAN

CS100 OVERALL SITE PLAN

CS101 SIDEWALK AND STAIR POINT LOCATIONS

CS102 FOUNDATION AND STOOP POINT LOCATIONS

CS103 BREAKLINE AND SWALE SURFACE POINT LOCATIONS

CS104 SITE PLAN POINT DATA

CG101 OVERALL GRADING PLAN CONTOURS, GRADE BREAKS, SPOT ELEVATIONS

CU101 SITE UTILITY PLAN

CU102 LINE B AND C HORIZONTAL ALIGNMENTS

CU201 LINE B AND LINE C PROFILES

C-501 DRAINAGE DETAILS SHEET 1 OF 2

C-502 DRAINAGE DETAILS SHEET 2 OF 2

C-503 SIDEWALK DETAILS

C-504 STAIR DETAILS

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES I

S-002 GENERAL STRUCTURAL NOTES II

S-101 FOUNDATION PLAN

S-111 ROOF FRAMING PLAN

S-301 FOUNDATION SECTIONS

S-501 FOUNDATION DETAILS I

S-502 FOUNDATION DETAILS II

S-511 FRAMING DETAILS I

S-512 FRAMING DETAILS II

S-601 SCHEDULES

LIFE SAFETY

LS101 LIFE SAFETY PLAN

JOSEPH.D.DAVIS2

Polygon

TR TR

130 SF

BUSINESS

150 SF/PN

1 PN

171 SF

BUSINESS

150 SF/PN

2 PN 188 SF

BUSINESS

150 SF/PN

2 PN

172 SF

BUSINESS

150 SF/PN

2 PN

172 SF

BUSINESS

150 SF/PN

2 PN

262 SF

ASSEMBLY

150 SF/PN

2 PN

624 SF

COLLABORATION ROOM

15 SF/PN

42 PN

1133 SF

BUSINESS

47.2 SF/PN

24 PN

103 SF

ASSEMBLY

15 SF/PN

7 PN

68 SF

STORAGE

500 SF/PN

1 PN

96 SF

TELECOM

300 SF/PN

1 PN

138 SF

MECH

500 SF/PN

1 PN

127 SF

ELEC

500 SF/PN

1 PN

3'-0"/160

35' TRAVEL DISTANCE

41' TRAVEL DISTANCE

37' TRAVEL DISTANCE

OCCUPANT EGRESS = 72

OCCUPANT

EGRESS = 72

OCCUPANT

EGRESS = 72

61' TRAVEL DISTANCE 49' TRAVEL DISTANCE

EGRESS TRAVEL PATH/DISTANCE

EXIT DIRECTION

3'-0"/160

TYPICAL FOR ALL EXIT EGRESS

EXIT CAPACITY (EXIT WIDTH/MAX CAPACITY PN)

NOTES:

1. WHERE "B" OCCUPANCY IS LABLED, EQUIVALENT

OCCUPANCY PER NFPA 101 IS "BUSINESS."

2. REFER TO FA AND LIGHTING PLANS FOR SMOKE DETECTOR

AND EXIT SIGN LOCATIONS.

3. THE ASSEMBLY SPACES SHOWN ON THE PLAN ARE

ANCILLARY TO THE MAIN OCCUPANCY, THEREFORE NO

SEPARATION IS REQUIRED.

4. THE COLLABORATION ROOM IS PART OF THE BUSINESS

OCCUPANCY TYPE, THEREFORE NO SEPARATION IS

REQUIRED.

5. WHERE BUSINESS OCCUPANCY IS LABELED FOR THE

OPEN OFFICE SPACE, THE MAX. PROBABLE OCCUPANTS

FOR THAT SPACE IS 24 PERSONS.

OCCUPANCY TYPE: "B"

ROOM SEPARATIONS (SF LIMITS)

EGRESS STARTING POINT

1 HR FIRE BARRIER

KNOX BOXKB

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PROJECT NAME

1/4" = 1'-0"A1 LIFE SAFETY PLAN

GENERAL NOTES

1. REFER TO FA AND LIGHTING PLANS FOR SMOKE

DETECTOR AND EXIT SIGN LOCATIONS.

2. EGRESS CAPACITY LEGEND SYMBOL SHOWS TOTAL

CAPACITY OF THE DOOR WIDTH USING .2"/PN, NOT THE

CALCULATED CAPACITY OF THE TRIBUTARY AREA IT

SERVES.

LIFE SAFETY LEGEND

0 2' 4' 8'

GENERAL PROJECT INFO

a. PROJECT NAME: SHORTHORN AIRFIELD OPERATIONS

BLDG

b. PROJECT NUMBER: 479858

c. LOCATION: NORTH FORT HOOD, TEXAS

d. BUILDING USE: ADMIN FACILITY

e. BUILDING AREA: 3,768 SF

f. BUILDING HEIGHT: 19'-10"

g. STORIES ABOVE 1

GRADE:

h. STORIES BELOW 0

GRADE:

APPLICABLE CODES

UFC 1-200-01

UFC 3-600-01

IBC 2018

NFPA 101, 2018

G003

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C-001

LAYDOWN AREA

200' X 200' CONSTRUCTION

PROJECT SITE

SITE ACCESS GATE

FOR ACCESS THROUGH 18TH STREET GATE

CONTRACTOR TO COORDINATE W/ COR

SIMULTANEOUSLY WITH PHASE II CONSTRUCTION

PHASE I MUST BE CONSTRUCTED BEFORE OR

NOTE:

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GENERAL NOTES GRADING & EARTHWORK NOTES:

2. ALL WASTE SOIL/EARTH SHALL BE DISPOSED OFF POST AT THE CONTRACTOR'S EXPENSE.

SHALL BE OBTAINED OFF POST AT THE CONTRACTORS EXPENSE.

1. THERE ARE NO SOURCES OF BORROW ON GOVERMENT PROPERTY. ALL BORROW

CONSTRUCTION SITE. THE ROADS SHALL REMAIN OPEN DURING CONSTRUCTION.

13. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRAFFIC CONTROL FROM THE STAGING AREA TO THE

ASBESTOS CONTAINING MATERIAL MAY BE PRESENT IN UNDERGROUND PIPING.

12. ALL SUBSURFACE UTILITY LINES, NEW AND OLD, SHOULD BE LOCATED AND MARKED, BE AWARE THAT

CENTRAL ZONE (4203), NAD 83. THE VERTICAL DATUM OF THE SURVEY IS BASED UPON NAVD 88.

THE HORIZONTAL DATUM OF THE SURVEY IS BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM,

11. FILE COORDINATE SYSTEM: GRID

10. SUBMITTAL IS BASED ON GIS BASE MAPS.

NEW BUILDING SYSTEMS.

9. THE CONTRACTOR SHALL MAKE ALL FINAL UTILITY CONNECTIONS AT THE DEMARCATION LIMITS TO THE

PRIVATIZED UTILITY SYSTEMS.

SCOPE OF WORK INCLUDES COORDINATING PROJECT UTILITY REQUIREMENTS WITH THE OWNERS OF THE THE EXISTING SYSTEMS THE THE POINTS OF DEMARCATION SHOWN ON THE PLANS. THE CONTRACTORS GAS UTILITIES. THE UTILITY SYSTEM OWNERS SHALL DESIGN AND INSTALL NEW PRIMARY UTILITIES FROM OWNS THE WATER AND SANITARY SEWER UTILITIES. DOMINION ENERGY OWNS THE ELECTRIC AND NATURAL

8. THE EXISTING UTILITY SYSTEMS WITHIN THE PROJECT AREA ARE PRIVATELY OWNED. AMERICAN WATER

POST MOUNTED.

ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ALL SIGNS, UNLESS OTHERWISE NOTED, SHALL BE

7. SIGNS, PAVEMENT MARKINGS AND THEIR INSTALLATION SHALL MEET THE REQUIREMENT OF THE MANUAL

6. PROVIDE 4" WIDE WHITE PAINTED STRIPES ON ALL PARKING STALLS.

OTHERWISE NOTED.

5. ALL NORTHING (N) AND EASTING (E) ARE PLACED AT EDGE OF PAVEMENT OR CENTERLINE UNLESS

DAMAGE. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

4. ALL EXISTING UTILITIES TO REMAIN SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND PROTECTED FROM

ALLOW SUFFICIENT TIME FOR REVIEW, AS MAY BE REQUIRED.

CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY OF ANY CONFLICT DISCOVERED IN THE FIELD TO

3. EXISTING UTILITIES SHALL BE REMOVED OR RELOCATED AS INDICATED. CONTRACTOR SHALL NOTIFY THE

NECESSARY FIELD INVESTIGATIONS PRIOR TO ANY EXCAVATION.

PROTECT THEM FROM DAMAGE. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND CONDUCT ALL TO VERIFY THE LOCATION, DEPTH, AND CONDITION OF ALL EXISTING UTILITIES AND SUBSTRUCTURES AND

2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER INDICATED ON THESE PLANS OR NOT, LAWS AND REGULATIONS.

REQUIRED STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH ALL STATE AND FEDERAL

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PREPARE AND OBTAIN APPROVAL OF THE

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923.45

FENCE

SANITARY SEWER MANHOLE

TREE

DRAINAGE SWALE

NATURAL GAS LINE

FIRE HYDRANT

SANITARY SEWER LINE

WATER LINE

FIRE DEPARTMENT CONNECTION

GAS METER

CONTOURS

SIGN

CONC

ASPH

SDWK

THICKENED EDGE

EXPANSION JOINT

WATER VALVE

GAS VALVE

WATER METER

CONTROL POINT

METAL POSTS

SPOT ELEVATIONS

ITEM EXISTING NEW

EXISTING SIDEWALK TO BE REMOVED

TREE LINE

CONCRETE

ASPHALT

CONCRETE SIDEWALK

BUILDING

CURB AND GUTTER

GAS VENT PIPE

GAS TESTING STATION

SINGLE SANITARY SEWER CLEANOUT

DUAL SANITARY SEWER CLEANOUT

AIR CONDITION UNITS

TETE TE

JOINT INTERSECTION SPOT ELEVATIONS

GAS VENT PIPE GPGVP

CHILLED WATER SUPPLY

CHILLED WATER RETURN

SPOT ELEVATIONS (BOTTOM OF WALL)

MATCHMATCH EXISTING ELEVATION

GP GVP

CONC

ASPH

SDWK

SPLASH BLOCK S

GRADING LIMITS

CONSTRUCTION LIMITS

MIN

MAX.

MAT'L

L.F.

HTHW

HOR.

GVP

GTS

FES

FPT

FPS

FHW

F-F

EX.

EXIST

ELEV.

ELEC.

DIP

DIA.

CWS

CWR

C-C

COR

CONST.

CL.

CVS

BLDG.

BIT

B-B

AFFF

AVP

ABBREVIATIONS & SYMBOLS

MANHOLE

MINIMUM

MAXIMUM

MATERIAL

LOW POINT

LINEAR FEET

INCHES

HIGH TEMP. HEATING WATER

HIGH POINT

HORIZONTAL

GAS VENT PIPE

GAS TEST STATION

PARKING SPACES

FUEL EFFICIENT VEHICLE

FIRE PUMP TEST

FIRE PUMP SECTION

FLOWLINE

FIRE HYDRANT WATER

FIRE HYDRANT

GRADING FLOOR

FINISHED GRADE

FINISHED FLOOR

FACE OF CURB

FACE TO FACE

EXISTING

ELEVATION

ELECTRIC

EAST

DOMESTIC WATER

DUCTILE IRON PIPE

DIAMETER

CONDENER WATER SUPPLY

CONDENER WATER RETURN

CENTER TO CENTER

REPRESENTATIVE

CONTRACTING OFFICER'S

CLEANOUT

CONSTRUCT

CLEARANCE

CENTERLINE

PARKING SPACES

CARPOOL OR VANPOOL

BUILDING

BITUMINOUS

BACK TO BACK

AQUEOUS FILM FORMING FOAM

ALTITUDE VALVE PIT

LIGHT POLE, SEE ELECTRICAL PLANS

TRANSFORMER, SEE ELECTRICAL PLANS

CCOMMUNICATION MANHOLE, SEE ELECTRICAL PLANS

ELECTRICAL MANHOLE, SEE ELECTRICAL PLANS E

HHANDHOLE, SEE ELECTRICAL PLANS

PEDESTRIAN TURNSTILE

METAL BEAM GUARD FENCE

COCO

OVERHEAD ELECTRIC LINE

POWER POLE

SAPLING TREE

BACK FLOW PREVENTER

UNDERGROUND ELECTRIC LINE

UNDERGROUND COMMUNICATIONS DUCT BANK

NEW CONCRETE SIDEWALK

BUILDINGS TO BE REMOVED BY FORT HOOD

PETROLEUM, OIL, AND LUBRICANTS

TRANSFORMER

WEST

WATER VALVE

WATER

VERTICAL

UNDERGROUND ELECTRIC

UNDERGROUND COMMUNICATIONS

UNDERDRAIN

TYPICAL

TOP OF SIDEWALK

TOP OF RIM

TOP OF PAVEMENT

TOP OF GRAVEL

TOP OF GATE

TOP OF CURB

TAXIWAY

TANK HEATER LINE

TOP OF STEP/STOOP

STRUCTURE

STATION

SPOT ELEVATION

SOUTH

STORM DRAIN

STANDARD

SIMILAR

SIDEWALK

SCHEDULE

SANITARY SEWER

SANITARY

RUNWAY

REQUIRED

REINFORCED CONCRETE PIPE

RADIUS

PROPERTY LINE

PROFILE GRADE

POST INDICATOR VALVE

PORTLAND CEMENT CONCRETE

PORTLAND CEMENT

POLYVINYL CHLORIDE

OIL/WATER

ON CENTER EACH WAY

ON CENTER

NUMBER

NOT TO SCALE

NORTH

NATURAL GAS

POL

XFMR

VERT.

UGE

UGC

TYP.

TSW

T/R

T/G

T/W

STR.

STA.

STD

SIM.

SCH

SAN.

R/W

REQ'D

RCP

P.G.

P.I.V.

P.C. CONC.

P.C.C.

P.C.

PVC

O/W O.C.E.W.

O.C.

NO.

N.T.S.

FIBER OPTIC CABLE

757.4

SPOT ELEVATIONS (TOP OF SIDEWALK) 757.4 TSW

757.4 FGSPOT ELEVATIONS (FINISHED GRADE)

757.4 BW

EXISTING OBJECT TO BE REMOVED

SHEET

NUMBER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n N o

F O

R T

W O

R T

H D

A Y

L O

R S

F O

R T

W O

R T

T E

X A

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

PLOT DATE:

2 3 4 5 6 7 8 9 10

Fort Worth District

FILE PATH:

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Enter Project Name

C H

S E

C T

B R

A N

T E

N S

E N

B R

O W

B R

O W

P .E

B R

A N

T E

N S

E N

F O

R T

H O

O D

E X

A S

P N

S H

O R

T H

O R

N A

D A

D M

T R

A T

B U

M A

U .S

R M

Y C

O R

P S

O F

E N

E E

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n

N o

F O

R T

W O

R T

H D

A Y

L O

R S

F O

R T

W O

R T

T E

X A

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

PLOT DATE:

2 3 4 5 6 7 8 9 10

Fort Worth District

FILE PATH:

1/15/2019 12:39:43 PM

Enter Project Name

C H

S E

C T

B R

A N

T E

N S

E N

B R

O W

B R

O W

P .E

B R

A N

T E

N S

E N

F O

R T

H O

O D

E X

A S

P N

S H

O R

T H

O R

N A

D A

D M

T R

A T

B U

M A

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

16TH ST

PVC

R:729.91

I:N/A

2-19

30" LV-Ok

12" LV-Ok

7- 12" LV-OAKs

15" LV-OAK

15" LV-Ok

CEDAR

LV-OAK

CEDAR

ASPH

CONC

ASPH

GRASS

CONC

ASPH

ASPHGRASS

ASPH

GRASS

V V

BUILDING

FLIGHT OPERATIONS

PHASE I

CE100

E X

C O

N D

N S

P L

A N

SIMULTANEOUSLY WITH PHASE II CONSTRUCTION

PHASE I MUST BE CONSTRUCTED BEFORE OR

NOTE:

SIDEWALK DRAIN

PHASE I

SIDEWALK DRAIN

PHASE I

SIDEWALK DRAIN

PHASE I

40'0 20'

CD100

E R

A L

L P

R O

T D

E M

O L

N P

L A

16TH ST

PVC

R:729.91

I:N/A

2-19

GSC

744.72

GSC

742.92

GSC

742.07

GSC

741.24

GSC

740.35

GSC

739.29

GPS-CP-500

731.77

GPS-CP-501

742.53

GSC

733.84

GSC

734.19

GSC

734.10

GSC

734.23

GSC

734.56

GSC

734.95

EP S

731.14 1007

EC S

731.13

733.30

733.26

734.64

734.65

735.35

736.99

737.02

737.21

737.23

737.21

EC..SW

737.19

737.06

SN 4

737.07

ELE CAR PLUG

737.22

ELE CAR PLUG

737.20

737.06

737.03

EC..SW

737.09

EC PC

736.05

EC POC

735.72

EC PT

735.58

EP PT

735.50

EC..SW

735.16

735.15

737.10

SW 5FT

737.11

737.22

737.16

736.79

SW POL

737.21

737.05

736.66

737.05

SW..EC

735.05

734.99

EP PC

734.78

EP POC

734.76

EP PT

734.90 1048

EC PT

734.91

736.26

736.25

EP PC

738.02 1052

EC PC

738.05 1053

EC POC

738.18

EC PT

738.31

EP PT

738.31

739.34

SW POL

739.16

EC..STM DRAIN

738.98

EC..STM DRAIN

738.94

EC..STM DRAIN

739.18

738.36

"OAK 12"" 10R"

736.59

"OAK 15"" 10R"

736.69

BLD 10X20

737.23

BLD S 10X20

737.24

BLD 10X20

737.24

BLD E 10X20

737.21 1068

EC..SW

737.19

EC..SW

737.23

736.95

FNCL

733.92

FNCL-COR

732.86

FNCL

731.47

FNCL

731.04

SMH-10262

CONC

FNC-COR

FNCL

730.39

GS1530

747.67

748.53

GSC

732.26

GSC

733.84

GSC

735.53

GSC

737.12

736.94

737.38

737.00

737.66

FNC

736.46

FNC

734.23

FNC

736.68

FNC

738.42

FNC

739.68

FNC

741.36

FNC

741.43

740.92

740.67

740.27

739.36

737.94

TBank 742.66

TBank 741.78

TBank 740.99

TBank 740.77

TBank 740.51

TBank 741.06

TBank 741.57

TBank 742.06

TBank 742.75

TBank 742.71

TR-LV-OAK-30IN

746.72

TR-LV-OAK-30IN

746.33

UtilPol 743.34

741.38

740.06

739.75

739.42

GBRK

740.36

GBRK

740.73

GBRK

741.84

GBRK

742.02

GBRK

741.44

GBRK

740.78

GBRK

740.47

GBRK

740.21

GBRK

740.01

740.46

740.43

740.14

740.62

740.70

740.11

TBank 739.89

TBank 740.01

TBank 739.28

TBank 738.69

TBank 738.57

TBank 738.48

TBank 738.53

TBank 739.00

TBank 739.52

TBank 740.00

GBRK

739.17

GBRK

738.91

GBRK

738.58

GBRK

738.51

GBRK

738.25

GBRK

738.43

GBRK

738.60

GBRK

738.86

GBRK

739.15

738.65

738.01

738.05

738.08

BLDG

739.36

BLDG

740.39

BLDG

741.12 2128

SWDLK

740.90

SWDLK

740.99

SWDLK

741.05

SWDLK

741.44

SWDLK

741.25

SWDLK

739.52

SWDLK

739.39

SWDLK

739.26

SWDLK

738.99

SWDLK

739.18

PKNAIL

743.17

ASPH-EDG

745.62

ASPH-EDG

746.71

ASPH-EDG

748.46

ASPH-EDG

749.68

ASPH-EDG-SHLDR

749.65

ASPH-EDG-SHLDR

748.74

ASPH-EDG

748.74

LPOLE-719-UG70

749.96

ASPH-EDG

750.46

ASPH-EDG

750.34

ASPH-EDG

750.50

ASPH-EDG

750.82

ASPH-EDG

750.89

ASPH-EDG

750.95

ASPH-EDG

750.68

ASPH-EDG

750.48

ASPH-EDG

750.46

ASPH-EDG

749.00

ASPH-EDG

747.70

ASPH-EDG

746.03

ASPH-EDG

745.57

ASPH-EDG

745.32 2161

ASPH-EDG

745.48

ASPH-EDG

746.12

ASPH-EDG

747.32

ASPH-EDG

748.87

ASPH-EDG-SHLDR

748.88

ASPH-EDG

748.86

ASPH-EDG

748.84

ASPH-EDG

748.13

ASPH-EDG

746.78

ASPH-EDG

745.65

ASPH-EDG

744.81

ASPH-EDG

743.91

FNC

745.12

FPOST

749.65

EDG-CONC

749.72 2176

EDG-CONC

749.70

EDG-CONC

749.70

EDG-CONC

749.70

EDG-CONC

749.70

EDG-CONC

749.74

EDG-CONC

749.73

EDG-CONC

749.74

EDG-CONC

749.75

EDG-CONC

749.76

EDG-CONC

748.89

FPOST

749.91

EDG-CONC

750.10

EDG-CONC

750.02

EDG-CONC

750.35

EDG-CONC

750.71

EDG-CONC

750.81

TBM-CONC-X

738.62

30" LV-Ok

12" LV-Ok

7- 12" LV-OAKs

15" LV-OAK

15" LV-Ok

CEDAR

LV-OAK

CEDAR

GATE

749.99

CTL-GRD

749.63

CTL-GRD

749.76

GATE

749.55

FNCL

749.30

750.68

750.65 1327

750.41

EP-EC

750.06

749.73

EC-EP

749.94

EC-EP

750.49

EC-EP

750.49

EC-EP

751.25

EC-EP

751.23

EC-EPPOC

751.50

EC-POC

751.39

EC-PT

751.58

EC-EP-PT

751.53

751.66

752.11

751.93

MKP-OPTIC

751.51

FNCL

751.91

FNCL

751.53

751.62

751.95 1347

751.89

751.62

1349 1351

LPOLE1

751.35

751.37

751.80

EP-EC

751.41 1356

GRP

751.29

751.72

751.56 1363

751.34

WHITE-LN

751.49

751.60

GRP

751.38

SMH-CTR

751.42

WHITELN

751.51

751.59

WHITELN

751.31

751.19 1380

"BLUE-LINE-6"""

751.05 1386

750.89

751.27

750.75 1389

750.26

750.92

750.58

"MH-COMM-36"""

750.43

LPOLE1

749.52

749.94

750.22

749.74 1400

749.06

749.44

WHITELN

749.32

749.28

BLUELN

748.48

748.17

748.42

748.18 1412

747.32

747.56

747.25 1415

746.21

746.59

746.27

WHITELN

745.35

745.66

WHITELN

745.34

745.21

745.45

746.20

747.37

748.62

749.60

750.09

750.53

750.70

750.94

EC-SC

751.36

EC-POC

751.30

EC-EP

751.35

EC-EP

751.31

751.35

750.92

750.87

751.19 1442

EC-EPPOC

751.19

EC-EPPOC

751.11

751.02

750.58

750.77

EC-PT

750.97

EC-EP-PT

750.98

EC-EP

750.57

750.43

750.48

EC-EP

750.64

EC-EP

750.74

EC-PC

751.01

EC-EP-PC

751.08 1457

GRP

751.02

EC-EP-POC

751.19

EC-EP-POC

751.32

EC-EP-POC

751.42

EC-EP-PT

751.52 1462

EC-EP

751.56

EC-EP-PC

751.61

EC-EP-POC

751.45

EC-EP-PT

751.18

EC-EP

750.73

EC-EP-CRNR

750.17

EC-START

749.84

750.41

EC-PC

751.21

EC-PT

751.59

SIGN

751.36

BLDG

750.10 1474

ELEC-LN

750.28

BLDG

750.44

BLDG

750.29

GRG

750.54

GRG

751.15 mkp-optic 748.91 gs gs fncl gs fncl fncl gs gs fncl up-719-vf39

FNCL

737.51

FNCL

735.55

736.18

736.89

735.74

736.78

735.80

736.20

737.31

738.34

737.85

TL S

737.20

TL S

736.71

PKF

736.88

EC..WPL S

741.15

WPL POL

741.22

WPL INTX

741.08

WPLPOL

741.05

SN HC

741.12

SN HC

740.84

SN HC

740.34

740.56

WPL S

740.69

WPL E

740.83

740.96

GRP

740.78

GRP

739.87

GRP

738.66

WPL S

738.76

WPL E..EP

738.63

738.62

738.67

738.68

GRP

738.22

GRP

738.23

GRP

738.08

GRP

738.18

EP S

737.54

EC S

737.48

EP PC

737.26

EP POC

737.04

EP PT

736.67

EC PT

736.75

736.14 1114

736.13

734.67

734.61

733.29

733.30

732.01

731.99

EC PC

730.22 1123

EC PEP PC

730.28

EC POC

730.23

EC PT

729.98 EC PT

729.97

GRP..WPL

730.77

GRP..WPL

732.21

GRP..WPL

733.55

GRP..WPL

735.06

GRP

736.03

GRP

734.15

GRP

732.83

GRP

731.07

GRP

734.55

GRP

732.35

GRP

730.97

GRP

733.04

GRP

731.66

GRP

730.41

BLD S 33X33

732.43

BLD

733.05

BLD E

733.80

BLD S 33X33

734.30

BLD

734.93

BLD E

735.64

738.26

737.57

736.89

736.54

735.96

734.74

733.66

732.38

FEN S

730.52

FEN

732.06

732.21

732.32

732.10

733.63

733.95

733.93

737.62

CO BROCKEN

737.87

737.71

737.80

UP 1RT

737.69

738.38

738.78

738.84

SW POL

738.85

738.99

738.98

738.95

738.81

738.92

739.14

739.28

739.05

BLD S HEAD 8X20

738.22

738.82

BLD

739.36

BLD

739.44

DEC

739.30

DEC

739.72

DEC

740.09

739.67

739.66

AC 3.5X6

740.18

AC 3.5X6

740.85 1194

AC 3.5X6

740.71

BLD 57133

741.58

BLD 57133

742.69

741.89

BPD..SW

742.96

741.97

GS..BPD

740.96

GS..BPD

740.43

739.44

739.20

RPD

741.48

743.10

DEC 4RIS

743.12

DEC

743.18

DEC

743.43

743.57

744.11

745.36

BLD AK TENT

745.86

746.60

746.87

746.90

747.46

FEN

750.32

FEN

750.40

BPD

749.33

BPD

746.21

744.21

CHK CP-501

742.57

749.62

749.99

749.96

750.42

750.57

750.37

750.15 1308

749.82

749.32

748.96

FNC-CRNR

748.83

FNCL

749.44

FNCL

750.06

FNCL

750.37

FNCL

750.42

FNCL

750.37

GATE

750.66

ROAD-CL

750.44

GATE

750.45

ASPH

CONC

ASPH

GRASS

CONC

ASPH

ASPHGRASS

ASPH

GRASS

V V

SHEET

NUMBER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n

N o

F O

R T

W O

R T

H D

A Y

L O

R S

F O

R T

W O

R T

T E

X A

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

PLOT DATE:

2 3 4 5 6 7 8 9 10

Fort Worth District

FILE PATH:

1/15/2019 12:39:43 PM

Enter Project Name

C H

S E

C T

B R

A N

T E

N S

E N

B R

O W

B R

O W

P .E

B R

A N

T E

N S

E N

F O

R T

H O

O D

E X

A S

P N

S H

O R

T H

O R

N A

D A

D M

T R

A T

B U

M A

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

BUILDING

FLIGHT OPERATIONS

PHASE I

BUILDING

ADMINISTRATION

PHASE II

CONCRETE SIDEWALK

REMOVE 95 SY +/- OF EXISTING

SIDEWALK

EXISTING CONCRETE

REMOVE 50 SY +/- OF

ACTIVITIES.

BE PERFORMED AS PART OF THESE DEMOLITION

THIS CONTRACT BEGINS. NO GRADING OF THE SITE WILL

REMOVED BY OTHERS BEFORE CONSTRUCTION UNDER

BUILDINGS 57132 AND 57138 WILL BE COMPLETELY

NOTE:

16TH ST

PVC

30" LV-Ok

12" LV-Ok

7- 12" LV-OAKs

15" LV-OAK

15" LV-Ok

CEDAR

LV-OAK

CEDAR

ASPH

CONC

ASPH

GRASS

CONC

ASPH

ASPHGRASS

ASPH

GRASS

V V

O V

E R

A L

L S

P L

A N

CS100

SHEET

NUMBER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n

N o

F O

R T

W O

R T

H D

A Y

L O

R S

F O

R T

W O

R T

T E

X A

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

PLOT DATE:

2 3 4 5 6 7 8 9 10

Fort Worth District

FILE PATH:

1/15/2019 12:39:43 PM

Enter Project Name

C H

S E

C T

B R

A N

T E

N S

E N

B R

O W

B R

O W

P .E

B R

A N

T E

N S

E N

F O

R T

H O

O D

E X

A S

P N

S H

O R

T H

O R

N A

D A

D M

T R

A T

B U

M A

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

40'0 20'

BUILDING

FLIGHT OPERATIONS

PHASE I

DETAIL A / C-505

CONCRETE STAIRS

DETAILS A&B C-504

NEW SIDEWALK

DETAILS A&B C-504

NEW SIDEWALK

DETAIL C C-504

SIDEWALK DRAIN

DETAIL A / C-501

INLINE INLET C-1

C-501

DETAILS B&C /

BASIN C-2

DETAILS A&B C-504

NEW SIDEWALKS

DETAIL C C-504

SIDEWALK DRAIN

SITE ACCESS GATE

CONTRACTOR'S

SWALES TYP

PHASE 1 DRAINAGE

CONSTRUCTION FENCE

PHASE I

CONSTRUCTION FENCE

PHASE I

BUILDING

ADMINISTRATION

PHASE II

CONCRETE STAIRS

PHASE 1

DETAIL A / C-505

TWO RISER STAIR

PHASE 1 SIDEWALK

C-501

DETAILS C&D

BASIN B-1

TYP

DRAINAGE SWALES

CS101

SEE SHEET C-504 FOR STAIR CONSTRUCTION DETAILS.3.

SEE SHEET C-503 FOR SIDEWALK CONSTRUCTION DETAILS.2.

SEE SHEET CS104 FOR POINT COORDINATES AND ELEVATIONS.1.

NOTES

E W

A L

K A

N D

S T

P O

L O

C A

N S

SHEET

NUMBER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n

N o

F O

R T

W O

R T

H D

A Y

L O

R S

F O

R T

W O

R T

T E

X A

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

PLOT DATE:

2 3 4 5 6 7 8 9 10

Fort Worth District

FILE PATH:

1/15/2019 12:39:43 PM

Enter Project Name

C H

S E

C T

B R

A N

T E

N S

E N

B R

O W

B R

O W

P .E

B R

A N

T E

N S

E N

F O

R T

H O

O D

E X

A S

P N

S H

O R

T H

O R

N A

D A

D M

T R

A T

B U

M A

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

BUILDING

FLIGHT OPERATIONS

PHASE I

BUILDING

ADMINISTRATION

PHASE II

20'0 10'

113 118

30" LV-Ok

7- 12" LV-OAKs

15" LV-Ok

CEDAR

LV-OAK

CEDAR

ASPH

GRASS

CONC

ASPHGRASS

GRASS

CS102

CONSTRUCTION DETAILS.

SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND STOOP 2.

SEE SHEET CS104 FOR POINT COORDINATES AND ELEVATIONS.1.

NOTES

F O

U N

D A

N A

N D

S T

O O

P P

T L

O C

A T

SHEET

NUMBER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n

N o

F O

R T

W O

R T

H D

A Y

L O

R S

F O

R T

W O

R T

T E

X A

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

PLOT DATE:

2 3 4 5 6 7 8 9 10

Fort Worth District

FILE PATH:

1/15/2019 12:39:43 PM

Enter Project Name

C H

S E

C T

B R

A N

T E

N S

E N

B R

O W

B R

O W

P .E

B R

A N

T E

N S

E N

F O

R T

H O

O D

E X

A S

P N

S H

O R

T H

O R

N A

D A

D M

T R

A T

B U

M A

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

BUILDING

FLIGHT OPERATIONS

PHASE I

BUILDING

ADMINISTRATION

PHASE II

20'0 10'

30" LV-Ok

7- 12" LV-OAKs

15" LV-Ok

CEDAR

LV-OAK

CEDAR

ASPH

GRASS

CONC

ASPHGRASS

GRASS

R F

A C

E P

T L

O C

A T

S B

R E

A K

E A

N D

S W

A L

SEE SHEET CS104 FOR POINT COORDINATES AND ELEVATIONS.1.

NOTES

CS103

SHEET

NUMBER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n

N o

F O

R T

W O

R T

H D

A Y

L O

R S

F O

R T

W O

R T

T E

X A

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

PLOT DATE:

2 3 4 5 6 7 8 9 10

Fort Worth District

FILE PATH:

1/15/2019 12:39:43 PM

Enter Project Name

C H

S E

C T

B R

A N

T E

N S

E N

B R

O W

B R

O W

P .E

B R

A N

T E

N S

E N

F O

R T

H O

O D

E X

A S

P N

S H

O R

T H

O R

N A

D A

D M

T R

A T

B U

M A

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

30" LV-Ok

7- 12" LV-OAKs

15" LV-Ok

CEDAR

LV-OAK

CEDAR

ASPH

GRASS

CONC

ASPHGRASS

GRASS

BUILDING

FLIGHT OPERATIONS

PHASE I

BUILDING

ADMINISTRATION

PHASE II

20'0 10'

IDENTIFICATION

POINT

NORTHING EASTING

ELEVATION

TOP OF SIDEWALK

SIDEWALK POINT DATA

NUMBER

IDENTIFICATION

POINT

NORTHING EASTING

ELEVATION

FINISHED GRADE

E P

L A

N P

T D

A T

ELEVATION

TOP OF CONCRETE

NUMBER

IDENTIFICATION

POINT

NORTHING EASTING

ELEVATION

FINISHED GRADE

BREAKLINE AND SWALE POINT DATAFOUNDATION AND STOOP POINT DATA

CS104

739.51

739.45

738.45

737.14

737.07

737.24

738.45

739.45

739.51

739.35

739.57

739.51

745.56

744.61

744.51

744.61

745.56

745.06

745.56

745.21

745.06

745.21

745.56

745.21

745.06

745.56

745.17

745.06

745.17

745.56

3126427.7810469831.94

3126428.2810469830.51

3126432.1110469828.68

3126447.2710469834.04

3126449.2710469828.38

3126447.4410469824.55

3126448.1010469822.66

3126455.8110469800.83

3126448.3310469797.99

3126450.1410469801.89

3126443.3910469821.00

3126442.7210469822.89

3126438.9010469824.72

3126376.0510469802.52

3126374.1610469801.86

3126366.6210469799.19

3126364.6610469804.86

3126372.2010469807.53

3126374.0910469808.19

3126418.9110469824.02

3126420.7410469827.85

3126420.2310469829.27

3126411.2410469854.73

3126411.9110469852.85

3126413.5710469848.13

3126421.1210469850.80

3126419.4510469855.51

3126418.7910469857.40

3126444.0610469883.18

3126453.4910469886.51

3126441.4010469890.72

3126448.0010469893.05

3126449.8310469896.88

3126447.3510469903.89

3126443.5210469905.72

3126436.9210469903.39

3126435.2610469908.11

3126441.8610469910.44

3126443.6910469914.27

3126394.2810469914.85

3126390.6110469925.22

3126392.4410469929.05

3126382.0710469925.39

3126385.9010469923.56

3126389.5610469913.18

3126446.3910469876.58

3126398.3610469916.29

3126428.7110469911.63

3126430.5410469906.44

3126432.2110469901.73

3126436.6810469889.06

3126441.6810469874.91

3126442.9710469871.24

3126422.3110469863.94

3126417.1210469862.11

3126409.5810469859.45

3126404.3910469857.62

3126375.0810469847.27

3126357.6610469896.61

3126386.0410469906.64

3126391.2310469908.47

3126400.0310469911.58

3126405.2110469913.41

3126425.5510469920.59

3126411.2410469854.73

3126418.7910469857.40

3126441.4010469890.72

3126436.9210469903.39

3126435.2610469908.11

3126389.5610469913.18

3126477.1410469849.37

3126470.6910469842.31

3126427.7810469831.94

3126470.4810469868.23

3126421.1210469850.80

3126374.4310469810.99

3126376.3210469812.35

3126386.4010469814.93

3126420.2310469829.27

3126385.7410469817.09

3126374.8610469815.37

3126364.0810469817.63

3126413.5710469848.13

3126380.9610469836.62

3126371.7910469837.11

3126365.6510469843.94

3126425.5510469920.59

3126422.2210469930.02

3126397.8010469921.39

3126382.7110469916.07

3126354.3310469906.04

3126348.6310469900.93

3126348.2310469893.28

3126343.8710469899.07

3126346.9810469905.67

3126352.9910469909.81

3126381.3810469919.84

3126396.4710469925.17

3126423.1910469934.60

3126434.3610469940.67

739.43

739.00

739.43

744.43

738.92

738.96

739.06

739.43

744.43

744.48

744.53

745.03

744.53

743.18

743.28

743.38

743.79

744.01

744.40

744.98

745.56

745.70

745.66

745.70

745.66

745.70

745.66

745.70

745.56

745.48

745.03

745.58

745.03

745.58

745.03

745.58

745.03

745.48

SHEET

NUMBER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n

N o

F O

R T

W O

R T

H D

A Y

L O

R S

F O

R T

W O

R T

T E

X A

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

PLOT DATE:

2 3 4 5 6 7 8 9 10

Fort Worth District

FILE PATH:

1/15/2019 12:39:43 PM

Enter Project Name

C H

S E

C T

B R

A N

T E

N S

E N

B R

O W

B R

O W

P .E

B R

A N

T E

N S

E N

F O

R T

H O

O D

E X

A S

P N

S H

O R

T H

O R

N A

D A

D M

T R

A T

B U

M A

U .S

R M

Y C

O R

P S

O F

E N

E E

CG101

E R

A L

L G

R A

G P

L A

C O

N T

O U

R S

R A

D E

B R

E A

K S

P O

T E

L E

V A

N S

SHEET

NUMBER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n

N o

F O

R T

W O

R T

H D

A Y

L O

R S

F O

R T

W O

R T

T E

X A

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

PLOT DATE:

2 3 4 5 6 7 8 9 10

Fort Worth District

FILE PATH:

1/15/2019 12:39:43 PM

Enter Project Name

C H

S E

C T

B R

A N

T E

N S

E N

B R

O W

B R

O W

P .E

B R

A N

T E

N S

E N

F O

R T

H O

O D

E X

A S

P N

S H

O R

T H

O R

N A

D A

D M

T R

A T

B U

M A

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

20'0 10'

FF EL=745.70

BUILDING

FLIGHT OPERATIONS

739.57

738.83

743.94

738.88

739.43

745.03

743.38

739.00

743.28

743.18

744.53

744.43

744.53

739.43

FF EL=745.70

BUILDING

ADMINISTRATION

743.87

744.98

743.79

30" LV-Ok

7- 12" LV-OAKs

15" LV-Ok

LV-OAK

CEDAR

ASPH

GRASS

CONC

ASPHGRASS

GRASS

E U

P L

A N

CU101

SHEET

NUMBER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n

N o

F O

R T

W O

R T

H D

A Y

L O

R S

F O

R T

W O

R T

T E

X A

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

PLOT DATE:

2 3 4 5 6 7 8 9 10

Fort Worth District

FILE PATH:

1/15/2019 12:39:43 PM

Enter Project Name

C H

S E

C T

B R

A N

T E

N S

E N

B R

O W

B R

O W

P .E

B R

A N

T E

N S

E N

F O

R T

H O

O D

E X

A S

P N

S H

O R

T H

O R

N A

D A

D M

T R

A T

B U

M A

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

BUILDING

FLIGHT OPERATIONS

PHASE I

BUILDING

ADMINISTRATION

PHASE II

30" LV-Ok

7- 12" LV-OAKs

15" LV-Ok

CEDAR

LV-OAK

CEDAR

ASPH

GRASS

CONC

ASPHGRASS

GRASS

C O

E 3126431.41 N 10469861.86

FOR AMERICAN WATER

POINT OF DEMARCATION

TWO WAY CLEANOUT,

TOP EL. 744.53

BASIN C-2

6" H

DPE10.

F " H

D P

38.

~ 6

" H

DPE

" H

D P

" H

D P

HDPE

6" H

DPE

TOP EL. 744.53

INLINE INLET C-1

SEE SITE ELECTRIC PLANS

UNDERGROUND COMM LINES

TOP EL. 744.68

BASIN A-3

TOP EL. 744.68

BASIN B-1

6" H

DPE15

HDPE26.

DRAIN

LIN

E B

F " H

D P

D R

E C

6" 45° ELBOW

LINE B, DETAIL A / C-503

CONNECT 3 DOWNSPOUTS TO

BASIN C-2, DETAIL A / C-503

CONNECT DOWNSPOUT TO

6" X 6" TEE

E 3126420.60 N 10469924.14

DEMARCATION FOR AMERICAN WATER

BACKFLOW PREVENTER, POINT OF

BUILDING SIDE OF DOMESTIC

20'0 10'

E B

A N

D C

H O

O N

T A

L A

N M

E N

T S

SEE SHEET CU201 FOR LINE B AND C PROFILES1.

NOTE:

CU102

SHEET

NUMBER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n

N o

F O

R T

W O

R T

H D

A Y

L O

R S

F O

R T

W O

R T

T E

X A

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

PLOT DATE:

2 3 4 5 6 7 8 9 10

Fort Worth District

FILE PATH:

1/15/2019 12:39:43 PM

Enter Project Name

C H

S E

C T

B R

A N

T E

N S

E N

B R

O W

B R

O W

P .E

B R

A N

T E

N S

E N

F O

R T

H O

O D

E X

A S

P N

S H

O R

T H

O R

N A

D A

D M

T R

A T

B U

M A

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

BUILDING

FLIGHT OPERATIONS

PHASE I

BUILDING

ADMINISTRATION

PHASE II

30" LV-Ok

7- 12" LV-OAKs

15" LV-Ok

CEDAR

LV-OAK

CEDAR

ASPH

GRASS

CONC

ASPHGRASS

GRASS

1+5

STA 1+68.68

6" X 6" TEE

N D L

E B

2+5

POE

STA 1+42.45

6" X 6" TEE

E G

E C

B A S

B -1

P O

N D L

E B

E G

E B

B A S

A -3

P O

E 3126367.23 N 10469837.07

E 3126485.10 N 10469878.69

E 3126415.51 N 10469979.05

1+6 4.8

1INLIN

E I

NLE

T C

-1

E 3126454.73 N 10469867.97

STA 1+32.20

BASIN B-1

E 3126443.87 N 10469898.72

STA 1+64.81

INLINE INLET C-1

E 3126434.89 N 10469924.15

STA 1+91.78

BASIN C-2

1+9 1.7

8BASIN

C-

2END L

INE C

STA 2+07.20

45° 6" ELBOW

2+0

20'0 10'

HORIZONTAL SCALE

VERTICAL SCALE

CU201

E B

A N

D L

C P

R O

E S

SHEET

NUMBER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n

N o

F O

R T

W O

R T

H D

A Y

L O

R S

F O

R T

W O

R T

T E

X A

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

PLOT DATE:

2 3 4 5 6 7 8 9 10

Fort Worth District

FILE PATH:

1/15/2019 12:39:43 PM

Enter Project Name

C H

S E

C T

B R

A N

T E

N S

E N

B R

O W

B R

O W

P .E

B R

A N

T E

N S

E N

F O

R T

H O

O D

E X

A S

P N

S H

O R

T H

O R

N A

D A

D M

T R

A T

B U

M A

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

LINE SURFACE OFFSET

0.00

Scaled 10.0000 Times Ver.

Scaled 1.0000 Times Hor.

1+00 1+50 2+00

EXISTING GRADE

FINISHED GRADE

735 735

DETAILS C&D / C-501

TOP EL 744.68

BASIN B-1

PROPOSED GRADE

EXISTING GRADE

6" 45° ELBOW

2+50

E L

S T

B A

B -1

LINE B PROFILE

LINE SURFACE OFFSET

0.00

Scaled 10.0000 Times Ver.

Scaled 1.0000 Times Hor.

1+00 1+50 2+00

EXISTING GRADE

FINISHED GRADE

735 735

E L

S T

E T

C -1

E L

S T

B A

C -2

DETAILS B&C / C-501

TOP EL 744.53

BASIN C-2

DETAILS C&D / C-501

TOP EL 744.68

BASIN B-1

DETAIL A / C-501

TOP EL 744.53

INLINE INLETC-1

PROPOSED GRADE

EXISTING GRADE

6" HDPE @ 1.0%

6" X 6" TEE

2+50

E L

S T

B A

B -1

LINE C PROFILE

6" X 6" TEE

6" HDPE @1.0%

S T

L B

O W

S T

E E

S T

E E

S T

B A

A -3

PHASE I LINE A

PHASE I BASIN A-3

4'0 2'

C-501

E E

O F

R A

G E

D E

T A

SOIL COVER

12" MIN.

4" MIN.

N.T.S.

BASINS B-1 & C-2REF

CS100

ALL JOINTS SHALL BE WATERTIGHT (WT).

NOTE:

WITH STANDARD GRATE

12" x 12" DUCTILE IRON FRAME

N.T.S.

REF

CS100

6" HDPE OUTLET PIPE

COVER

WITH SOLID

12" DRAIN BASIN

6" HDPE INLET PIPE

N.T.S.

BASIN B-1 PLANREF

CS100

6" HDPE OUTLET PIPE

N.T.S.

BASIN C-2 PLANREF

CS100

BACKFILL

GRANULAR

12" MIN.

12" DRAIN BASIN

TOP SOIL

PLACED AND COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

BEDDING AND BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

OR, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.

GRANULAR MATERIAL MEETING THE REQUIREMENT OF CLASSI

THE BACKFILL MATERAL SHALL BE CRUSHED STONE OR OTHER

STANDARD GRATE OR SOLID COVER

12" x 12" DUCTILE IRON FRAME WITH

12" X 6" HDPE INLET

INLINE INLET C-1

WT TEE

6" X 6" INJECTION MOLDED

6" HDPE PIPE (TYP)

CONNECTION

GASKETED

FINISHED GRADE

RISER PIPE

6" HDPE

STANDARD GRATE

12" DRAIN BASIN WITH

6" HDPE INLET PIPE

FROM ROOF DRAIN

6" HDPE INLET PIPE

SHEET

NUMBER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n N o

F O

R T

W O

R T

H D

A Y

L O

R S

F O

R T

W O

R T

T E

X A

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

PLOT DATE:

2 3 4 5 6 7 8 9 10

Fort Worth District

FILE PATH:

1/15/2019 12:39:43 PM

Enter Project Name

C H

S E

C T

B R

A N

T E

N S

E N

B R

O W

B R

O W

P .E

B R

A N

T E

N S

E N

F O

R T

H O

O D

E X

A S

P N

S H

O R

T H

O R

N A

D A

D M

T R

A T

B U

M A

U .S

R M

Y C

O R

P S

O F

E N

E E

C-502

E E

O F

R A

G E

D E

T A

ELEVATION

W/ CLEANOUT

ROOF DRAIN CONNECTION

N.T.S.

REF

CU101

FINISHED GRADE

INJECTION MOLDED WT

6" HDPE PIPE (TYP)

CONNECTION

GASKETED

MOLDED WT

INJECTION

INJECTION MOLDED

PIPE

INSERTED IN RISER

DOWNSPOUT ADAPTER

FACE

BUILDING

CLEANOUT END CAP

SHEET

NUMBER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n N o

F O

R T

W O

R T

H D

A Y

L O

R S

F O

R T

W O

R T

T E

X A

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

PLOT DATE:

2 3 4 5 6 7 8 9 10

Fort Worth District

FILE PATH:

1/15/2019 12:39:43 PM

Enter Project Name

C H

S E

C T

B R

A N

T E

N S

E N

B R

O W

B R

O W

P .E

B R

A N

T E

N S

E N

F O

R T

H O

O D

E X

A S

P N

S H

O R

T H

O R

N A

D A

D M

T R

A T

B U

M A

U .S

R M

Y C

O R

P S

O F

E N

E E

C-503

E W

A L

K D

E T

REF

SIDEWALK DETAILS

N.T.S.

EXPANSION JOINTCONTRACTION JOINT

WELDED WIRE MESH

6" x 6" - W2.9 x W2.9

1/8" 1/2" 1 /4

/8 R

REF

EXPANSION JOINT FILLER

1/2" PREMOLDED

N.T.S.

REF

N.T.S.

SIDEWALK DRAIN

CS100

1'-0" AT ROOF DRAINS

2'-0" AT SIDEWALKS

1/4" RAISED PATTERN

EXPANSION JOINT (TYP.)

HALF PLAN

(TYP. EA. SIDE)

#4 BARS CONTINUOUS

DETAIL "C"

SECTION

PLATE (G90 GALVANIZED)

3/4"

1 3/8"

1/4"T x 1/2"W BAR

2"x 2"x 1/4"

2'-2 3/4"

1/4" SCREW AT 12"

1/8"

PLATE

1/4" RAISED PATTERN

#3 BARS @ 12" O.C.

SIDEWALK

EXPANSION JOINT (TYP.)

(TYP.)

CONCRETE PAD

SEE DETAIL "C"

TO ANGLE

#4 BARS WELDED

2'-0"

@ 12" O.C.

VARIES

TYPE I SIDEWALK

INTERSECTION DETAILS

CONCRETE SIDEWALK

EL INTERSECTION

IN NON-REINFORCED WALKS

REINFORCED SHADED AREA

LONGER RUN OF THE SIDEWALK

TO BE PLACED PARALLEL WITH THE

" PREMOLDED EXPANSION JOINT FILLER2

JOINT FILLER

" PREMOLDED EXPANSION2

TEE INTERSECTION

CONTRACTION JOINTS

REINFORCED WALKS

AREA IN NON-

REINFORCE SHADED

CONTRACTION JOINTS

PLAN

SEE LAYOUT

P L

A N

S E

E L

A Y

O U

LONGER RUN OF SIDEWALK

P L

A N

S E

E L

A Y

O U

3'-0"

3' -0"

PLAN

SEE LAYOUT

LABORATORY MAXIMUM DENSITY (ASTM D 1557)

4) 6" RAW SUBGRADE COMPACTED TO AT LEAST 90 PERCENT OF

3) All SIDEWALKS SHALL NOT HAVE CROSS SLOPES STEEPER THAN 2%.

ON CENTER WHERE WALK DOES NOT ABUT CURB.

2) PROVIDE EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 40'-0"

NOT TO EXCEED 5'-0" O.C.

1) CONTRACTOR SHALL PROVIDE CONTRACTION JOINTS AT INTERVALS

NOTE:

CS100

SHEET

NUMBER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n N o

F O

R T

W O

R T

H D

A Y

L O

R S

F O

R T

W O

R T

T E

X A

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

PLOT DATE:

2 3 4 5 6 7 8 9 10

Fort Worth District

FILE PATH:

1/15/2019 12:39:43 PM

Enter Project Name

C H

S E

C T

B R

A N

T E

N S

E N

B R

O W

B R

O W

P .E

B R

A N

T E

N S

E N

F O

R T

H O

O D

E X

A S

P N

S H

O R

T H

O R

N A

D A

D M

T R

A T

B U

M A

U .S

R M

Y C

O R

P S

O F

E N

E E

C-504

D E

T A

EQUAL HEIGHT

* RISERS SHALL BE

10"

12"

TYP.

18"

#3's @ 1'-0" OC

2-#4's TOP & BOTTOM

SIDE WALL BEYOND

#3's @1'-0" BEND 1'-0" INTO SIDEWALL

#3 BENT @ 1'-0" OC

(TYP)

" P.E.J.2

NON-EXPANSIVE FILL

2-#4's TOP & BOTTOM

TYP.

BOTH SIDES,

W/ HANDRAILS

SIDEWALL

PLAN

#3 @ 1'-0" OC

(SEE GRADING PLANS)

ELEV. VARIES

. SIDEWALK

SECTION

" RAD.2

(SEE LAYOUT PLANS)

NO. OF RISERS VARIES

A X

1-# 3 EACH NOSING (TYP)

#3 @ 1'-0"

10"

SIDEWALK

GRADING PLANS)

VARIES (SEE

(SEE GRADING PLANS)

SIDEWALK ELEV. VARIES

BEYOND

SIDE WALL

FOR CLARITY

HANDRAIL NOT SHOWN

PLAN

SEE LAYOUT

A X

12"

4' MAX. SPACING

AND PAINTED POST,

" DIA GALVANIZED2

BOTTOM RISER

SLOPE= 1.0%

THIS SHEET

SEE SIDEWALL DETAIL

18"

HANDRAIL

APPROVED MANUFACTURED

AND PAINTED PIPE OR

" DIA GALVANIZED2

(TYP)

TOP OF RAIL

#3 BENT @ 1'-0" OC

A X

TOP OF SIDEWALL

COLOR TO MATCH BASE THEME

24"

TOP RISER

TYPICAL RISER

DETAIL

LAP #3 BAR

SIDEWALL

DETAIL

(TYP)

N.T.S.

P L

A N

(S E

E G

R A

E R

S V

A R

N U

M B

E R

O F

RISER

N.T.S.

#4 BARS @ 12" OCEW

N.T.S.

TYPICAL HANDRAIL

DETAIL

PLANS

SEE GRADING

FINISHED GRADE RECOMMENDATIONS.

MANUFACTURERS

OR INSTALL PER HANDRAIL

WELD PIPE TO PIPE SLEEVE

HANDRAIL

REF

CS100

TYPICAL STAIR DETAILS

N.T.S.

SHEET

NUMBER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t

S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n N o

F O

R T

W O

R T

H D

A Y

L O

R S

F O

R T

W O

R T

T E

X A

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

PLOT DATE:

2 3 4 5 6 7 8 9 10

Fort Worth District

FILE PATH:

1/15/2019 12:39:43 PM

Enter Project Name

C H

S E

C T

B R

A N

T E

N S

E N

B R

O W

B R

O W

P .E

B R

A N

T E

N S

E N

F O

R T

H O

O D

E X

A S

P N

S H

O R

T H

O R

N A

D A

D M

T R

A T

B U

M A

U .S

R M

Y C

O R

P S

O F

E N

E E

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 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 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 HT CEILING 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 CONTINUOUS

COORD COORDINATE

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 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

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 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 GR EXTERIOR GRADE

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FAS BD FASCIA BOARD

FC BRK FACE 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 FLR FINISH 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 NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

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

IBC INTERNATIONAL BUILDING

CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

JAN JANITOR

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

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

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 NORTH

NA NOT…

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File details come from the government source that posted it. Updated Aug 25, 2020.