AD204854J - Technical Exhibit A -Drawings.pdf

PDF 21 MB Posted Apr 17, 2024

Attached to: Repair Building 41011 Federal contract opportunity
Solicitation number: W91151-24-B-0002
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

About this file

Written by GovTribe AI · Apr 17, 2024

This document is a technical exhibit containing drawings related to a federal contract opportunity. The associated federal contract opportunity is a pre-solicitation notice for an Invitation for Bids (IFB) construction contract to convert an existing structure at Fort Cavazos, Texas into a Brigade Level Headquarters. The work includes demolition, utility work, new ramp and stairs construction, and the reconfiguration of all infrastructure systems. This is a 100% Certified Women Owned Small Business Set Aside under NAICS 236220, with an estimated contract value between $1,000,000 and $5,000,000. A tentative site visit is planned, and the solicitation is expected to be issued in May 2024 with a bid opening in June 2024. The contract performance period is 270 days after award. Interested parties must be registered in the System for Award Management (SAM) to receive the solicitation.

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Other files for this federal contract opportunity

Other files attached to Repair Building 41011, newest first.
File	Type	Posted
Draft Solicitation W91151-24-B-0002 Repair Building 41011.pdf	PDF	Apr 18, 2024
Attachment 1 - Appendix A.pdf	PDF	Apr 18, 2024
Draft Solicitation W91151-24-B-0002 Repair Building 41011.pdf	PDF	Apr 17, 2024
AD204854J - Technical Exhibit D - Asbestos Survey.pdf	PDF	Apr 17, 2024
AD204854J - Technical Exhibit B - Specifications.pdf	PDF	Apr 17, 2024
AD204854J - Technical Exhibit C - As Builts.pdf	PDF	Apr 17, 2024

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FT. CAVAZOS, TEXAS 76544

ENGINEER DR.

BLDG 4612

FORT CAVAZOS

DPW

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

T E

C H

A L

E X

SHEET SIZE: ANSI D

22" x 34"

A R

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SHEET NUMBER

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A N

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P A

G-101

REFERENCE TO

REFERENCE FROM

DETAIL NUMBER

C O

V E

R S

H E

E T

PROJECT NUMBER: AD204854J

87000

86000

85000

22000

88000

52000

53900

48000

51000

60000

69000

30000

38000

36000

26000

50000

40000

43000

39000

56000

11000

25000

13000

42000 33000

44000

41000

32000

10000

49000

35000

29000

18000

12000

1500037000

31000

28000

23000

17000

19000

27000

34000

21000

16000

24000

93020

53400

51000

53000

75000

14000

53000

55000

89000

SCALE : 1" = 2000'-0"

W E

LEGEND

CLEER CREEK

THE COURSES OF

NEW RAIL HEAD

COLLEGE

CENTRAL TEXAS

III CORPS

HOSPITAL

CARL R. DARNALL

PUBLIC WORKS

DIRECTORATE OF

PROJECT SITE

SYMBOL

SHOEMAKER

TANK TRAIL

BLOCK PLAN

01 MAR 2024

FORT CAVAZOS MILITARY RESERVATION - MAIN CANTONMENT AREA

RANGE CONTROL

FORT CAVAZOS

FORT CAVAZOS DIRECTORATE OF PUBLIC WORKS - ENGINEERING DIVISION

AIRFIELD

CAVAZOS ARMY

GENERAL SYMBOLS

NOTE BY SYMBOL

REVISION NUMBER

0 1/2 MILE 1 MILE

REPAIR BUILDING 41011

E n g ni eeringDi vi s io n

TEXAS

NORTH NOLAN RD

S C

L E

A R C

R E

E K R

N C

L E

A R C

R E

E K R

VILLAGE

MONTAGUE

VILLAGE

MCNAIR

VILLAGE

CHAFEE

VILLAGE

VENABLE

PARK

PERSHING

VILLAGE

LIBERTY

VILLAGE

KOUMA

HEIGHTS

WAINWRIGHT

GATE

CLARKE

NORTH

GATE

CLARKE

SOUTH

GATE

BECK

BERNIE

PARK

PATTON

N C

L A

R K

E R

O A

W OLD IRONSIDES AVE

W TANK DESTROYER BLVD

W TANK DESTROYER BLVD E TANK DESTROYER BLVD

O L

D G

E O

R G

E T

O W

N R

DES

TROYER

BLV

S C

L A

R K

E R

SANTA FE

AVE

WAREHOUSE AVE

W R

A T

T E

N D

OLDRAILHEAD DR

W A

R R

E M

U R

P H

Y R

M A

R T

EAST

RANG

W HELL ON WHEELS BLVD

W IVY DIVISION RD

E OLD IRONSIDES AVE

E HELL ON WHEELS BLVD

E OLD IRONSIDES AVE

CENTRAL DR

W E S T R

A N

G E R

D S

W IVY DIVISION RD

N F

O R

T H

O O

D S

TURKEY RUN RD

W VETERANS MEMORIAL BLVD

B L

A C

K G

A P R

E MURPHY RD

SOUTH RANGE RD

GATE

RANGE

EAST

TEDESCO WAY

R A

H E

A D

D R

N E

GATE

MAYBORNE

E IVY DIVISION RD

PARK

MOTORCYCLE

ATV

VILLAGE III W

COMANCHE

VILLAGE I & II

COMANCHE

M U S

K O

G E E S

M U

N S R

JOHNSON DR

COVE

COPPERAS

H S

D S

E MURPHY RD

H S

D S

S T J M

L S B

L V

KILLEEN

GATE

CREEK

CLEAR

W LEGENDS WAY

E LEGENDS WAY

AIRFIELD

ARMY

CAVAZOS

STADIUM

CAVAZOS

LANDFILL

FORT CAVAZOS

SITE

PROJECT

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FT. CAVAZOS, TEXAS 76544

ENGINEER DR.

BLDG 4612

FORT CAVAZOS

DPW

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

T E

C H

A L

E X

SHEET SIZE: ANSI D

22" x 34"

A R

C H

C T

U R

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SHEET NUMBER

H E

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P A

G-102

D R

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I N

D E

INDEX OF DRAWINGS

REV SHEET DESCRIPTIONSHEET

FORT CAVAZOS DIRECTORATE OF PUBLIC WORKS - ENGINEERING DIVISION

INDEX OF DRAWINGS

REV SHEET DESCRIPTIONSHEET

A-603

A-602

A-601

A-502

A-501

A-403

A-402

A-401

A-302

A-301

A-202

A-201

A-104

A-103

A-102

A-101

A-001

C-503

C-502

C-501

C-102

C-101

C-001

D-202

D-201

D-101

D-001

G-102

G-101

FIRE PROTECTION PLAN

TELECOMMUNICATION PLAN

TELECOMMUNICATION NOTES

ELECTRICAL SCHEDULES III

ELECTRICAL SCHEDULES II

ELECTRICAL SCHEDULES I

PROPOSED LIGHTING PLAN

PROPOSED POWER PLAN

ELECTRICAL NOTES II

ELECTRICAL NOTES I

PLUMBING SCHEDULES

PLUMBING DETAILS

PLUMBING ENLARGEMENT

PLUMBING PLAN - SEWER

ABOVE CEILING PLUMBING

FLOOR LEVEL PLUMBING

PLUMBING NOTES

MECHANICAL CONTROLS

MECHANICAL SCHEDULE

MECHANICAL DETAILS II

MECHANICAL DETAILS I

MECHANICAL PLAN II

MECHANICAL PLAN I

MECHANICAL NOTES

MECHANICAL LEGEND

JOIST DETAILS

STRUCTURAL DETAILS

FRAMING PLAN

STRUCTURAL NOTES

STRUCTURAL LEGEND

F-101

T-101

T-001

E-603

E-602

E-601

E-102

E-101

E-002

E-001

P-601

P-501

P-401

P-103

P-102

P-101

P-001

M-701

M-601

M-502

M-501

M-102

M-101

M-002

M-001

S-501

S-301

S-101

S-002

S-001

WINDOW SCHEDULE

DOOR SCHEDULE

ROOM FINISH SCHEDULE

ARCHITECTURAL DETAILS

WALL TYPES

ACCESSORY SCHEDULES

INTERIOR ELEVATIONS II

INTERIOR ELEVATIONS I

SECTIONS

PROPOSED CROSS SECTIONS

EXTERIOR ELEVATIONS II

EXTERIOR ELEVATIONS I

ROOF PLAN

FLOORING PLAN

REFLECTED CEILING PLAN

PROPOSED FLOOR PLAN

ARCHITECTURAL NOTES

CIVIL DETAILS III

CIVIL DETAILS II

CIVIL DETAILS I

PROPOSED SITE PLAN

SITE DEMOLITION PLAN

CIVIL NOTES

DEMOLITION ELEVATIONS II

DEMOLITION ELEVATIONS I

DEMOLITION PLAN

DEMOLITION NOTES

INDEX SHEET

COVER SHEET

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FT. CAVAZOS, TEXAS 76544

ENGINEER DR.

BLDG 4612

FORT CAVAZOS

DPW

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

T E

C H

A L

E X

SHEET SIZE: ANSI D

22" x 34"

A R

C H

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H E

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P A

H E

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L Y

D-001

SCALE: 1/4" = 1'-0"

FLOOR PLAN

D E

M O

N O

T E

S g ni eeringDi vi s io n

QUANTITYQTY

(PRE-AWARD AMENDMENTS)

REVISION NUMBER

(POST-AWARD AMENDMENTS)

REVISION LETTER

(LIMITS OF REVISION AREA)

REVISION CLOUD

DRAWING VIEW TITLE

DRAWING VIEW SCALE

LIMIT OF ENLARGED AREA

MATCHLINE

DETAIL NUMBER

REFERENCE TO

REFERENCE FROM

DIRECTION OF CUTTING PLANE

LINE OF CUTTING PLANE

MULTIPLE VIEW DESIGNATOR

D-201

CUTTING PLANE

LIMIT OF

NUMBER

VIEW

DRAWING

TEXT

CONTINUATION

MATCHLINE

AT (MEASUREMENT)@

ARCHITECTURAL

ARCHITECT, ARCH

ANCHOR BOLTAB

TESTING AND MATERIALS

AMERICAN SOCIETY FOR ASTM

CIVIL ENGINEERS

AMERICAN SOCIETY OF ASCE

INSTITUTE

AMERICAN IRON AND STEEL AISI

STEEL CONSTRUCTION

AMERICAN INSTITUTE OF AISC

INSTITUTE

AMERICAN CONCRETE ACI

ALTERNATEALT

BUILDINGBLDG

BOTTOM OF STEELBOS

BEAMBM

CONSTRUCTION JOINT

CONTROL OR CJ

CONTINUOUSCONT

CONNECTIONCONN

CONCRETE MASONRY UNITCMU

CONCRETECONC

COLUMNCOL

CLEARCLR

CENTER LINECL

DRAWINGDWG

DIAMETERDIA

DEAD LOADDL

EXPANSION JOINTEJ

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EACHEA

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GALVANIZEDGALV

GAUGEGA

HEADED CONCRETE ANCHORHCA

INCH(ES)IN

CODE

INTERNATIONAL BUILDING IBC

KIPK

POUND(S)LB(S)

LONG LEG VERTICALLLV

LONG LEG HORIZONTALLLH

LIVE LOADLL

MINIMUMMIN

MECHANICALMECH

MAXIMUMMAX

MANUFACTURERMNFR

NUMBERNO

NOT TO SCALENTS

OPPOSITEOPP

ON CENTER EACH WAYOCEW

ON CENTEROC

BUILDING

PRE-ENGINEERED METAL PEMP

POUNDS PER AQUARE FOOTPSF

POUNDS PER LINEAR FOOTPLF

REINFORCEMENTREINF

RADIUSR

STEEL JOIST INSTITUTESJI

STEEL DECK INSTITUTESDI

SQUARE FEETSF

SIMILARSIM

SAW JOINTSJ

TYPICALTYP

TOP OF WALLTOW

TOP OF STEELTOS

TOP OF MASONRYTOM

TOP OF CONCRETETOC

TOP OF BEAMTOB

UNLESS NOTED OTHERWISEUNO

CRITERIA

UNIFORM FACILITIES UFC

VERTICALVERT

WIDE FLANGEWF

DRAWING ABBREVIATIONS: NUMBERING SYSTEM & ANNOTATION SYMBOLS:

DEMOLITION LEGEND:

DEMOLITION NOTES:

BASED.

DOCUMENTS OR PUBLICATIONS UPON WHICH THE CONSTRUCTION IS

ALL WORK PACKAGES, DRAWINGS, SPECIFICATIONS, AND OTHER

CODE COMPLIANCE, TECHNICAL ACCURACY AND COORDINATION OF

DN-14 CONTRACTOR SHALL BE RESPONSIBLE FOR PROFESSIONAL QUALITY,

ACTIVITIES.

POWER SOURCE DURING THE DURATION OF CONSTRUCTION

CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THEIR OWN

DN-13 WHERE POWER IS NOT AVAILABLE FOR CONTRACTOR USE,

COMPANIES FOR ANY DAMAGES CAUSED TO THEIR ASSETS.

OF CONSTRUCTION AND SHALL ASSUME ALL LIABILITY TO THOSE

UTILITY COMPANIES FOR LINE LOCATIONS PRIOR TO COMMENCEMENT

OF THIS PROJECT. CONTRACTOR SHALL CONTACT THE APPROPRIATE

ALL EXISTING PRIVATE UTILITIES THROUGHOUT THE CONSTRUCTION

DN12 IT WILL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO PROTECT

MORE STRINGENT SHALL BE APPLIED.

SPECIFICATIONS AND /OR APPLICABLE CODES AND CRITERIA THE

DN-11 IN CASE OF DISCREPANCY BETWEEN CONTRACT DRAWINGS.

DEMOLITION TO BE DISCUSSED AT PREPARATORY.

DN-10 CONTRACTOR SHALL PROVIDE WORK PLAN FOR SELECTIVE

HAUL ROUTES.

ALL CONTRACTOR PERSONNEL SHALL BE BRIEFED ON APPROVED DN-9

THE OWNER.

DEACTIVATED. DO NOT DEMOLISH WITHOUT THE AUTHORIZATION OF

ENSURE THAT ALL ACTIVE CIRCUITS HAVE BEEN CUT OVER OR

VERIFY WITH THE TECHNOLOGY DESIGN CONSULTANT AND OWNER TO

COMMUNICATIONS COPPER OR FIBER CABLES, CONTRACTOR SHALL

AND CAREFULLY LABELED. PRIOR TO DEMOLITION OF ANY

THE OWNER. ALL EQUIPMENT MUST BE REMOVED, STORED, LOGGED

AND ELECTRONICS REMOVED AS PART OF THE DEMOLITION SCOPE TO

CONTRACTOR SHALL RETURN ALL ACTIVE ELECTRICAL EQUIPMENT DN-8

CONSTRUCTION BEGINS.

CONTRACTOR IS TO VERIFY LOCATION OF UTILITIES BEFORE

LOCATION OF UTILITIES MAY VARY FROM THE DRAWINGS. DN-7

THE END OF EVERY WORKING DAY.

STRUCTURE MUST BE LEFT IN A STABLE AND SECURED POSITION AT

PRIOR TO ANY SAW CUTTING OR DEMOLITION PROCESS. THE

ALL PORTIONS OF THE STRUCTURE MUST BE ADEQUATELY SHORED DN-6

BEFORE SUBMITTING SHOP DRAWINGS.

REPORT AND DISCREPANCIES TO THE STRUCTURAL ENGINEER

CONTRACTOR IS TO VERIFY ACTUAL LOCATION OF MEMBERS AND

MAY VARY FROM THAT SHOWN ON THE DRAWINGS. GENERAL

LOCATION OF JOISTS, BEAMS AND OTHER STRUCTURAL MEMBERS, DN-5

DIFFICULTY INVOLVED.

THE SITE TO VERIFY EXISTING CONDITIONS, LIMITATIONS AND

RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR VISITING

PARTIAL AND SCHEMATIC IN CONTEXT AND IN NO WAY SHALL IT

THE INFORMATION AND DATA CONTAINED IN THE DRAWINGS IS ONLY DN-4

DETERMINING THE TOTAL SCOPE OF WORK INVOLVED.

DEMOLITION WORK, AND IS NOT INTENDED AS THE ONLY MEANS OF

UNDERSTANDING OF THE SCOPE OF WORK RELATING TO THE

THE GENERAL CONTRACTOR IN THE PREPARATION AND

TO THE EXISTING BUILDING, IS THE BEST AVAILABLE FOR ASSISTING

THE INFORMATION AND DATA INDICATED IN THE DRAWINGS RELATED DN-3

WITH THE WORK. DO NOT SCALE DRAWINGS OR DIMENSIONS.

OF ANY DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING

EXISTING FIELD CONDITIONS. CONTRACTOR SHALL NOTIFY THE C.O.R.

CONDITIONS THOROUGHLY WITH THE CONTRACT DRAWINGS AND

THE CONTRACTOR SHALL VERIFY ALL QUANTITIES, DIMENSIONS AND DN-2

NATIONAL CODES.

LOCAL ORDINANCES, THE LAWS OF THE STATE OF TEXAS, AND

EVERY WAY POSSIBLE WITH THE REQUIREMENTS OF LOCAL LAWS,

SPECIFICATIONS. THE EXECUTION OF THIS WORK SHALL COMPLY IN

ALL DEMOLITION SHALL BE CONDUCTED IN ACCORDANCE WITH DPW DN-1

CENTERLINE

NORTH ARROW

SECTION INDICATOR

NOTE BY SYMBOL

DISCIPLINE WITH DESINATOR:

FOR CONTINUATION SEE DWG. D-101

SERIES

SHEET NUMBER WITHIN

SERIES NUMBER

SYMBOL

DETAIL INDICATOR

INDICATOR

EXTERIOR ELEVATION

MULTIPLE VIEW DESIGNATOR

WITH MULTIPLE VIEWS

INTERIOR ELEVATION INDICATOR

WITH LEADER

NOTE BY SYMBOL

D - DEMOLITION

EARTH

TILE CEILING

ACOUSTIC

CEILING

HARDLID

CEILING MATERIALS

BE DEMOLISHED

EXISTING WALL TO

TO REMAIN

EXISTING WALL

WALLS

DEMOLITION AND EXISTING

FOR DEMOLITION

DENOTES ITEMS

CONCRETE

BRICK

MASONRY

UNIT

CONCRETE

STONE

CAST

STEEL

METAL

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FT. CAVAZOS, TEXAS 76544

ENGINEER DR.

BLDG 4612

FORT CAVAZOS

DPW

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

T E

C H

A L

E X

SHEET SIZE: ANSI D

22" x 34"

A R

C H

C T

U R

A L

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B L

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E B

L O

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N D

A T

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D B

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A P

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B Y

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C O

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SHEET NUMBER

H E

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D E

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P A

SCALE: 1/8 = 1'-0"

DEMOLITION PLAN

1 2 3 4 5 6 7 8

D-101

SCALE: N.T.S.

WF COLUMN REPAIR

g ni eeringDi vi s io n

35'-6"15'-9" 2'-9"13'-3"

16'-0"16'-0"18'-7"

117'-10"

DN-17. CONTRACTOR SHALL CUT ANY FLOOR PENETRATIONS

FLUSH WITH CONCRETE SLAB.

DN-18. ALL ABANDONED FLOOR PENETRATIONS SHALL BE

GROUT FILLED AND SEALED.

DN-19. REMOVE AND DISPOSE OF ALL EXISTING FUR OUT AND

EXISTING FINISH MATERIAL AROUND ALL COLUMNS,

EXISTING COLUMNS ARE TO REMAIN.

DN-20. REMOVE ALL DRAINS AND INFILL WITH CONCRETE.

DN-21. CONTRACTOR SHALL PROVIDE STRUCTURAL

SUPPORTS FOR ALL PENETRATIONS THROUGH WALL.

DN-22. DEMOLISH ALL EXISTING DOORS, FRAMES AND

ASSOCIATED HARDWARE.

DN-23. DEMOLISH ALL EXISTING WINDOWS, FRAMES, AND

ASSOCIATED HARDWARE.

DN-24. STEEL WT BRACKETS SHALL BE REMOVED BY CUTTING

EXISTING WELDED CONNECTIONS AND EXISTING

COLUMN SHALL BE GROUND SMOOTH.

DN-25. IN FILL VOIDS WITHIN PERIMETER WALLS WITH GROUT.

DN-26. DEMOLISH ALL PDS AND SIPR DROPS.

DN-27. REMOVE EXISTING FLOORING IN ALL RESTROOMS

DOWN TO STRUCTURAL CONCRETE THEN APPLY UZIN

NL 170 LEVELSTAR, AS NEEDED TO MATCH F.F.E.

DN-28. DISCONNECT AND MAKE SAFE ALL POWER IN BUILDING

EXCEPT MDP PANEL FOR DEMO. USE EXISTING MDP

PANEL FOR TEMPORARY POWER, INSTALL 5 GFIC

OUTLETS AND RUN 5-FOOT CANDLE TEMPORARY

LIGHTING FOR BUILD BACK.

CIVIL KEY NOTES:

CONTRACTOR SHALL DEMOLISH STAIRS, RAILING,

AND WALKWAY TO STAIRS.

STRUCTURAL KEY NOTES:

CONTRACTOR SHALL SAND BLAST AND REPAINT

EXISTING STEEL COLUMN. PAINT SHALL BE RED

OXIDE METAL PRIMER AND BE APPLIED FROM

EXISTING FLOOR ELEVATION TO 5'-0" ABOVE

FINISHED FLOOR. REPAIR COLUMN SEE DETAIL

2 ON THIS SHEET.

CONTRACTOR SHALL INSTALL LINTEL ON BOTH

SIDES OF OPENING.

PLUMBING KEY NOTES:

CONTRACTOR SHALL DEMOLISH ALL PLUMBING

FIXTURES, THIS INCLUDES BUT NOT LIMITED TO,

TOILETS, SINKS, JANITOR SINKS, SHOWERS,

URINALS, WATER FOUNTAINS, PIPING, ETC. AND

ALL ASSOCIATED ITEMS.

ARCHITECTURAL KEY NOTES:

REMOVE AND DISPOSE OF FRONT DESK IN

ITS ENTIRETY.

DEMOLISH EXISTING CMU WALL, UP TO 10'.

DEMOLISH WALL SECTION FOR NEW

WINDOW, REFERENCE SHEET A-201.

REMOVE 4 TOTAL WT BRACKETS AND

GRIND COLUMN SMOOTH.

REMOVE AND DISPOSE OF EXISTING

WINDOWS.

DEMOLISH CMU WALL FOR NEW

7'-0" X 3'0" DOOR OPENING.

REMOVE AND DISPOSE OF STAGE

PLATFORM IN ITS ENTIRETY.

-0

-1

-2

-6

DEMOLITION NOTES:

301301

EXISTING WF COLUMN

COLUMN

EXISTING WF

WELDED TO

BENT PLATE

3/8" THICK

NEW 14" TALL

INTEGRITY OF THE PARTITION.

FIREPROOFED AS REQUIRED TO MAINTAIN THE

INTERIOR WALLS SHALL BE PATCHED AND

FROM CONDUIT OR WIRING REMOVAL IN

BE SEALED WATERTIGHT. ALL OPENINGS LEFT

REMOVAL IN BUILDING EXTERIOR WALLS SHALL

ALL OPENINGS LEFT FROM CONDUIT OR WIRING DN-16.

WHERE POSSIBLE.

FASTENERS, SUPPORTS, AND BEAM CLAMPS

CONDUITS, WIRES, AND ASSOCIATED

UNUSED BACKBOXES. REMOVE ALL ELECTRICAL

PROVIDE APPROPRIATE SIZE COVERPLATES FOR

CONDUIT COMPLETELY. CONTRACTOR SHALL

FLUSH WITH WALL AND REMOVE EXPOSED

MAY BE ABANDONED IN PLACE. CUT CONDUIT

BACKBOXES AND CONDUIT IN MASONRY WALLS DN-15.

ASSOCIATED RACEWAYS.

RECESSED MOUNTED FIXTURES, AND THEIR

SYSTEM. DEMOLITION INCLUDES WALL PACKS,

REMOVE AND DISPOSE OF EXTERIOR LIGHTING DN-14.

CONTROLS, RECESSED MOUNTED FIXTURES ETC.

FIXTURES, WALL SWITCHES, LIGHTING

SIGNS, TWIN HEAD EMERGENCY INCANDESCENT

INCLUDES 2'x4', 1'x4' LIGHT FIXTURES, EXIT

INTERIOR LIGHTING SYSTEM. DEMOLITION

REMOVE AND DISPOSE OF THE EXISTING DN-13.

RECEPTACLES AND ASSOCIATED EQUIPMENT.

RACEWAYS, CABLES, LIGHT FIXTURES,

PANELS, THIS INCLUDES BUT NOT LIMITED TO,

CONTRACTOR SHALL DEMOLISH ALL ELECTRICAL DN-12.

SEE DEMOLITION NOTES ON SHEET M-101.

MECHANICAL EQUIPMENT IN MECHANICAL ROOM.

RETURN GRILLS, AND DUCTWORK. DEMOLISH ALL

CONTRACTOR SHALL DEMOLISH ALL DIFFUSERS, DN-11.

NOTED.

BE GROUT-FILLED UNLESS OTHERWISE KEY

BACK BEGINS. REMAINING PENETRATIONS SHALL

TO PRESERVE THE ROOF SEAL UNTIL BUILD

UPSTREAM OF ROOF PENETRATIONS IN ORDER

OR DETACH ALL VENT PIPING DIRECTLY

ABOVE THE SLAB SHALL BE REMOVED. CUT OFF

AND DRAIN FIXTURES, WHICH IS ACCESSIBLE OR

ALL SANITARY SEWER PIPING, INCLUDING VENTS DN-10.

VANITIES, ETC, IN THEIR ENTIRETY.

PARTITIONS, TOILETS, SINKS, SHOWERS,

REMOVE AND DISPOSE OF ALL TOILET DN-9.

REMOVING SUPPLY PIPING TO ALL FIXTURES.

DRINKING FOUNTAINS. DEMOLISH INCLUDE

INCLUDING ALL WALL FAUCETS, HOSE BIBS, AND

ALL PLUMBING FIXTURES SHALL BE REMOVED, DN-8.

BE GROUT-FILLED UNLESS OTHERWISE NOTED.

POSSIBLE. ALL REMAINING PENETRATIONS SHALL

SHALL BE REMOVED IN THEIR ENTIRETY WHERE

ACCESSIBLE, AND THE ASSOCIATED RISERS,

DN-7. ALL DOMESTIC WATER SUPPLY PIPPING THAT IS

MISC. ITEMS.

DN-6. REMOVE AND DISPOSE OF ALL FURNITURE AND

AND INSULATION.

FINISHES UP TO THE EXISTING JOIST MEMBERS

EQUIPMENT. DEMOLITION INCLUDES ALL CEILING

PLASTER CEILINGS AND ALL ASSOCIATED

ACOUSTICAL CEILING, HARD LID CEILINGS,

DN-5. REMOVE AND DISPOSE ALL 2’ X 2’ LAY-IN

TRANSITIONS, CONDUIT, OUTLETS, ETC.

EQUIPMENT SUCH AS DOOR STOPS,

DEMOLITION INCLUDES FLOOR MOUNTED

FLOORING, ETC) DOWN TO CONCRETE SLAB.

TO, SHEET VINYL, VCT, CERAMIC TILE, WOOD

FLOOR MATERIALS (INCLUDES, BUT NOT LIMITED

DN-4. REMOVE AND DISPOSE OF ALL EXISTING FINISH

OUTLETS, ETC.

BASE, SHELVING, INSULATION, CONDUIT,

WALL PANELING, WALL BOARD, DISPLAYS, WALL

FRAMES, CASED OPENINGS, DOORS, GRILLS,

POSTERS, MIRRORS, INTERIOR WINDOWS,

BUT NOT LIMITED TO, ANY BULLETIN BOARDS,

THIS DRAWING. DEMOLITION SHALL INCLUDE,

DN-3. REMOVE THE INTERIOR WALLS AS INDICATED IN

MUTI-LAYER FLOORING.

C AND INCLUDE THE ABATEMENT OF AREAS WITH

PROVIDED HAZ-MAT SURVEY TECHNICAL EXHIBIT

DN-2. CONTRACTOR SHALL ABATE ACCORDING TO THE

COMPRESSIVE STRENGTH OF 5000 PSI.

LOW SHRINK GROUT HAVING A MINIMUM

SHALL BE DONE SO BY USING HIGH-STRENGTH

DN-1. LOCATIONS INDICATED TO BE GROUT-FILLED

A3 S1 S1 S1

C1C1 C1 C1

A3A3C1

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FT. CAVAZOS, TEXAS 76544

ENGINEER DR.

BLDG 4612

FORT CAVAZOS

DPW

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

T E

C H

A L

E X

SHEET SIZE: ANSI D

22" x 34"

A R

C H

C T

U R

A L

L E

B L

O C

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L O

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B Y

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SHEET NUMBER

H E

R N

A N

D E

A D

R E

P A

AJ I H G F E D C B

JIHGFEDCBA

D-201

SCALE: 3/16" = 1'-0"

WEST ELEVATION

SCALE: 3/16" = 1'-0"

EAST ELEVATION

g ni eeringDi vi s io n

ANTENNA MOUNTS TO REMAIN.

NEW WATERTIGHT CABLE PASS THROUGH.

DEMOLISH EXISTING CABLE PASS THROUGH AND INSTALL

DEMOLISH EXHAUST FAN.

BUILDING, APPROXIMATELY 3FT PAINT SAFETY YELLOW.

REPLACE GAS PIPING AND FITTINGS FROM REGULATOR TO

HARDWARE.

DEMOLISH WINDOWS, FRAMES, AND ALL ASSOCIATED

DEMOLISHED VENEER BRICK (TOOTH-IN).

DEMOLISH EXTERIOR LIGHT FIXTURE. INFILL USING

DEMOLISH AND REPLACE LOUVER, MATCH DOOR FRAMES.

DEMOLISH CONCRETE STAIRS AND HANDRAILS.

ASSOCIATED HARDWARE.

DEMOLISH DOORS, FRAMES, STORE FRONT, AND ALL

TO REMAIN.

DEMOLISH ALL CURTAIN WALLS, EXISTING STL COLUMNS

TO REMAIN INTACT.

CONTRACTOR SHALL KEEP EXISTING CMU/BRICK VENEER

DEMOLISH CMU/BRICK VENEER WALL FOR NEW WINDOW.

2'-4"8'-4"2'-4"8'-4"2'-4"8'-4"2'-4"16'-8"

16'-8"

8" 8"

16'-6" 1'-10"

10'-0"6'-0"4'-9"3'-0"8'-4"3'-6"11'-2"

11'-2"3'-6"8'-4"3'-0"4'-9"6'-0"10'-0" 1'-10"

16'-6"

GENERAL NOTES:

KEY NOTES:

NATURAL GRADE

F.F.E.

100'-0"

112'-8"

116'-10"

ROOF (LOW)

ROOF (HIGH)

F.F.E.

100'-0"

112'-8"

116'-10"

ROOF (LOW)

ROOF (HIGH)

EXTERIOR OF BUILDING, REFER TO A-201.

REMOVE BUILDING NUMBER PLATES AROUND GN-12.

BRICK.

BRICK, WITHOUT DAMAGING THE CONCRETE OR

SLAB TO THE TOP OF THE FIRST ROW OF VENEER

REMOVED FROM THE BOTTOM OF THE EXPOSED

GOVERNMENT'S INTENT IS TO HAVE ALL PAINT

TO THE BOTTOM OF THE EXPOSED SLAB. THE

BUILDING FROM THE LAST VENEER BRICK ROW

BLASTING TO REMOVE PAINT OFF OF BOTTOM OF

CONTRACTOR SHALL USE WET ABRASIVE GN-11.

IN FILL ALL MISC ABANDONED PENETRATIONS.GN-10.

OUT OF BUILDING.

DEMOLISH ALL ABANDONED MISC ITEMS STICKING GN-9.

OF BUILDING.

DEMOLISH ALL SIPGOTS AROUND THE EXTERIOR GN-8.

OF BUILDING.

DEMOLISH ALL MISC CABLE AROUND EXTERIOR GN-7.

REMOVE ALL EXTERIOR LIGHTING.GN-6.

STEEL STRUCTURE.

DECK AND ASSOCIATED COMPONENTS DOWN TO

REMOVE AND DISPOSE OF ALL EXISTING ROOF, GN-5.

STEEL.

EDGES ASSEMBLY & BLOCKING TO STRUCTURAL

CONTRACTOR SHALL DEMOLISH FACIA METAL GN-4.

INDICATE ASBESTOS.

BACKING. ABATE ACCORDINGLY, AS-BUILTS

PANELS TO INCLUDE INSULATION, SOFFIT, AND

CONTRACTOR SHALL DEMOLISH ALL SOFFIT GN-3.

DOWNSPOUTS, AND BOOTS.

CONTRACTOR SHALL DEMOLISH ALL GUTTERS, GN-2.

101.

SEE GENERAL DEMOLITION NOTES ON SHEET D-GN-1.

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FT. CAVAZOS, TEXAS 76544

ENGINEER DR.

BLDG 4612

FORT CAVAZOS

DPW

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

T E

C H

A L

E X

SHEET SIZE: ANSI D

22" x 34"

A R

C H

C T

U R

A L

L E

B L

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E D x

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L O

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H E

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A N

D E

A D

R E

P A

1 2 3 4 5 6 7 8

88 7 56 4 3 2 1

SCALE: 3/16" = 1'-0"

SOUTH ELEVATION

SCALE: 3/16" = 1'-0"

NORTH ELEVATION

D-202 g ni eeringDi vi s io n

2'-4"6'-4"2'-4"6'-4"

2'-4" 10'-0"

2'-4" 8'-1" 2'-4" 8'-1" 2'-4" 6'-11"

2'-4"5'-2"

35'-6"15'-9"2'-9"13'-3"16'-0"16'-0"18'-7"

18'-7"16'-0"16'-0"13'-3"2'-9"15'-9"35'-6"

M O

E L

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S I

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41011

SEE D-201 FOR KEY NOTES AND GENERAL NOTES.GN-1.

112'-8"

116'-10"

ROOF (HIGH)

F.F.E.

100'-0"

112'-8"

116'-10"

ROOF (LOW)

NATURAL GRADE

ROOF (HIGH)

NATURAL GRADE

F.F.E.

100'-0"

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FT. CAVAZOS, TEXAS 76544

ENGINEER DR.

BLDG 4612

FORT CAVAZOS

DPW

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

T E

C H

A L

E X

SHEET SIZE: ANSI D

22" x 34"

A R

C H

C T

U R

A L

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11+00

950'-0"

C-001

SCALE: 1/4" = 1'-0"

FLOOR PLAN

O T

E S

950.00

BM1

g ni eeringDi vi s io n

EXISTING OVERHEAD ELECTRIC LINE

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING GAS LINE

EXISTING STORM DRAIN LINE

EXISTING WATER LINE

EXISTING FIRE WATER LINE

EXISTING FENCE LINE

PROPOSED OVERHEAD ELECTRIC LINE

PROPOSED UNDERGROUND ELECTRIC LINE

PROPOSED GAS LINE

PROPOSED STORM DRAIN LINE

PROPOSED WATER LINE

PROPOSED FIRE WATER LINE

PROPOSED FENCE LINE

MAJOR CONTOUR LINES

MINOR CONTOUR LINES

EXISTING SPOT ELEVATION

PROJECT BENCHMARK

PROPOSED SPOT ELEVATION

BUILDING NUMBER

STATION NUMBER

EXISTING OVERHEAD TELECOMMUNICATION LINE

EXISTING UNDERGROUND TELECOMMUNICATION LINE

EXISTING TELECOMMUNICATION DUCTBANK

EXISTING WASTEWATER SANITARY SEWER LINE

PROPOSED OVERHEAD TELECOMMUNICATION LINE

PROPOSED UNDERGROUND TELECOMMUNICATION LINE

PROPOSED TELECOMMUNICATION DUCTBANK

PROPOSED WASTEWATER SANITARY SEWER LINE

ACCESS CONTROL POINTACP

BUILDINGBLDG

FEETFT

FLOWLINEFL

FIRE HYDRANTFH

FINISH GRADEFG

FINISH FLOORFF

INCHESIN

LINEAR FEETLF

CONTRACTING OFFICERCOR

CONCRETECONC

CLEANOUTCO

MANHOLEMH

MINIMUMMIN

MAXIMUMMAX

NOT TO SCALENTS

NATURAL GASNG

ON CENTEROC

CONCRETE PIPE

REINFORCED RCP

RADIUSR

STORM DRAINSD

SIDEWALKSW

SANITARY SEWERSS

SQUARE FEETSQ FT

SANITARYSAN

PORTLAND CEMENT CONCRETEPCC

POLYVINYL CHLORIDEPVC

TYPICALTYP

TRANSFORMERXFRM

UNDERGROUND ELECTRICUGE

LIMIT OF ENLARGED AREA

(PRE-AWARD AMENDMENTS)

REVISION NUMBER

(POST-AWARD AMENDMENTS)

REVISION LETTER

(LIMITS OF REVISION AREA)

REVISION CLOUD

MATCHLINE

TEXT

DETAIL NUMBER

REFERENCE TO

REFERENCE FROM

DIRECTION OF CUTTING PLANE

LINE OF CUTTING PLANE

CUTTING PLANE

LIMIT OF

DRAWING VIEW TITLE

DRAWING VIEW SCALE

NUMBER

VIEW

DRAWING

SURVEY NOTES:

C-201

DRAWING ABBREVIATIONS: NUMBERING SYSTEM & ANNOTATION SYMBOLS:

CIVIL LEGEND: CIVIL LEGEND:

PROPOSED FIRE CONNECTION

PROPOSED FIRE HYDRANT

PROPOSED WATER VALVE

PROPOSED WATER METER

PROPOSED STORM DRAIN MANHOLE

PROPOSED STORM DRAIN INLET

PROPOSED SANITARY SEWER MANHOLE

PROPOSED SANITARY SEWER VALVE

PROPOSED SANITARY SEWER CLEANOUT

PROPOSED GAS VALVE

PROPOSED GAS REGULATOR

PROPOSED FIBER OPTIC BOLLARD

PROPOSED TELECOMMUNICATION HANDHOLE

PROPOSED TELECOMMUNICATION MANHOLE

PROPOSED TELECOMMUNICATION PEDESTAL

PROPOSED ELECTRIC MANHOLE

PROPOSED ELECTRIC METER

PROPOSED ELECTRIC RISER

PROPOSED TRANSFORMER - POLE MOUNTED

PROPOSED UTILITIES POLE

PROPOSED LIGHT POLE

GENERAL NOTES:

REQUIREMENTS OR III CORPS SAFETY OFFICE.

THE REQUIREMENTS PER SAFETY AND HEALTH REQUIREMENTS MANUAL, USACE EM385-1-1, AND SAFETY

PLACED TO PROTECT THE WORK CREWS AND PEDESTRIANS DURING ON AND OFF WORK HOURS. SHALL MEET

CONTRACTOR SHALL PROVIDE A SAFE PROJECT SITE, SHALL ENSURE ALL SAFETY SIGNS AND BARRIERS ARE GN-5

C.O.R. AND WITH INDIVIDUAL CUSTOMERS.

CONTRACTOR SHALL NOTIFY PLAN UTILITY OUTAGES, "PERMITS" FOR COORDINATION WITH DPW ENGINEERING, GN-4

CONTRACTOR SHALL OBTAIN APPROVED DIGGING PERMIT, PRIOR TO ANY EXCAVATION.GN-3

FULL BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

DAYS MAY BE SUBJECTED TO ADDITIONAL FEES BY PRIVATIZED UTILITY OWNER AND SHALL BE MADE PAYABLE IN

OWNER WITHIN THE FIRST 30 DAYS OF THE CONTRACT PERIOD OF PERFORMANCE. PAYMENTS MADE AFTER 30

IT IS THE CONTRACTOR’S RESPONSIBILITY TO COORDINATE AND SUBMIT FULL PAYMENT DIRECTLY TO UTILITY GN-2

COMPLETION OF ALL UTILITY WORK ASSOCIATED WITHIN THESE CONTRACT DOCUMENTS.

AND APPROPRIATELY COORDINATE ALL WORK AS NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTRACTOR TO COORDINATE POINT OF OWNERSHIP DEMARCATION WITH THE PRIVATIZED UTILITY COMPANIES CONSTRUCTION WORK THAT PERTAIN DIRECTLY TO THEIR UTILITIES. IT IS THE RESPONSIBILITY OF THE NATURAL GAS UTILITIES. THE UTILITY SYSTEM OWNERS MUST PERFORM ALL DEMOLITION AND NEW WATER OWNS THE WATER AND SANITARY SEWER UTILITIES. DOMINION ENERGY OWNS THE ELECTRIC AND SOME OF THE EXISTING UTILITY SYSTEMS WITHIN THE PROJECT AREA ARE PRIVATELY OWNED. AMERICAN GN-1

ADJUSTMENT SCALE FACTOR WAS APPLIED TO THE SURVEY. DESIGN IS IN GRID COORDINATES.

COORDINATE SYSTEM USED: STATE PLANE, NAD83 4203 TEXAS CENTRAL, US SURVEY FEET. NO SURFACE SN-3B

WAS APPLIED TO THE SURVEY. DESIGN IS IN GRID COORDINATES.

COORDINATE SYSTEM USED: WGS84; UTM-14N, US SURVEY FEET. NO SURFACE ADJUSTMENT SCALE FACTOR SN-3

THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

THE CONTROL POINTS RESULTING IN THE LOSS OF THE CONTROL POINT, WILL BE REPLACED OR REPAIRED BY CONSTRUCT THE WORK, AT NO EXTRA COST TO THE GOVERNMENT. ANY DAMAGE BY THE CONTRACTOR TO PROTECT THESE CONTROL POINTS. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL STAKING AND CONTROL TO CONTROL POINTS HAVE BEEN ESTABLISHED BY THE ENGINEERING DESIGN TEAM. CONTRACTOR SHALL SN-2

NOT SCALE DRAWINGS FOR DIMENSIONS.

NOTIFY THE C.O.R. OF ANY DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK. DO CONTRACT DRAWINGS, SURVEY DATA PROVIDED, AND EXISTING FIELD CONDITIONS. CONTRACTOR SHALL THE CONTRACTOR SHALL VERIFY ALL QUANTITIES, DIMENSIONS AND CONDITIONS THOROUGHLY WITH THE SN-1

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DENOTES ITEMS FOR DEMOLITION

BUILDING FILL

EXISTING CONCRETE

EXISTING LIGHT CONCRETE OR ASPHALT

EXISTING NATURAL GRADE

EXISTING GROUND

PROPOSED CONCRETE

PROPOSED LIGHT CONCRETE OR ASPHALT

PROPOSED CONCRETE UNIT MASONRY

PROPOSED STEEL

PROPOSED GRASS

PROPOSED NATURAL GRADE

EXISTING COMPACT MATERIAL, RIP RAP, OR ROCK

PROPOSED COMPACT MATERIAL, RIP RAP, OR ROCK

DISCIPLINE WITH DESINATOR:

SERIES

SHEET NUMBER WITHIN

SERIES NUMBER

C - CIVIL

NOTE BY SYMBOL

FOR CONTINUATION SEE DWG. C-101

WITH LEADER

NOTE BY SYMBOL

CENTERLINE

NORTH ARROW

SYMBOL

DETAIL INDICATOR

INDICATOR

EXTERIOR ELEVATION

SECTION INDICATOR

MULTIPLE VIEW DESIGNATOR

DEMOLITION, EXISTING, AND PROPOSED

CIVIL PATTERNS

SITE UTILITIES LINES (EXISTING)

SITE UTILITIES LINES (PROPOSED)

SITE UTILITIES SYMBOLS SITE SURVEY SYMBOLS

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FT. CAVAZOS, TEXAS 76544

ENGINEER DR.

BLDG 4612

FORT CAVAZOS

DPW

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

T E

C H

A L

E X

SHEET SIZE: ANSI D

22" x 34"

A R

C H

C T

U R

A L

L E

B L

O C

E D x

E B

L O

C K

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N D

A T

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A N

D E

A D

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P A

5'-0"

C-101

H E

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SCALE: 1" = 10'-0"

SITE DEMOLITION PLAN

E D

E M

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L A

910.39

909.64

917.18

916.69

915.41

914.16

913.64

913.06

911.47

909.75

908.61 908.86 909.22

910.71910.91910.88

912.81 912.91

913.18

913.34915.04

913.25

913.54913.57

914.00

915.02

913.97

914.24

915.35

916.01

914.73914.41

914.09

912.95

908.26

910.69

912.80

913.10

915.06

912.95912.98

912.54912.38

912.89912.99

915.01

912.47912.34

912.93

914.99

913.02912.72

911.51

911.81

910.93

910.60

907.96907.60

910.54909.98

907.03906.33 906.52

909.24908.85

904.70

906.79

908.43

909.08 911.17 912.19

909.19 911.13 912.04 912.99 913.59

909.21 910.93 911.42 912.44 913.20 914.63

914.10

915.00

914.10

914.53

909.77

911.56

912.90

913.86

914.58

915.56

916.92

917.33

918.11

911.69 912.76 913.56

912.39

913.89 913.98 914.06 913.81 914.02

913.94

913.63

913.60

912.99912.84912.76912.90

913.08 913.13913.11913.04912.96912.76912.22

913.50 913.68 913.68

913.43913.57913.42

913.79

913.63

914.28

914.73

915.63

913.50

906.22 908.22

909.82

911.48911.46911.74911.89911.62911.64911.16

908.95 910.71

910.34

910.86

911.66

912.14 912.30 912.19 912.54 912.61 912.73 912.89

913.08

913.20

913.29

913.27

913.62

914.15

913.99913.96

913.95

915.39

911.03

911.08

911.92 912.93 913.28 913.61

911.51 911.69

910.86

913.90912.94911.75910.69 914.89 915.67 916.73 917.53

917.20

916.70

912.50

BM3

BM4

BM5

BM1

BM2

g ni eeringDi vi s io n

913.54

913.51

912.33

912.63

DEMOLISH FLAG POLE, EQUIPMENT PAD, AND PLANTER.

TO START DATE.

USER SHALL REMOVE CONEX AND PORTABLE GYM PRIOR

PAD IN ITS ENTIRETY BACK TO BUILDING.

REMOVE AND DISPOSE OF EQUIPMENT AND EQUIPMENT

REMOVE AND DISPOSE OF SHED.

NOTES:

KEY NOTES:

POINT

BM1

(FT)

EASTING

(FT)

ELEVATION

2015400.73 11306722.39 910.96

(FT)

NORTHING

NOTES

BM2 2015387.69 11306630.31 910.67

BM3 2015483.09 11306606.03 911.23

2015572.74 11306616.64 912.58BM4

2015586.84 11306712.53 916.84BM5

COORDINATES SCHEDULE

COORDINATES SCHEDULE NOTES:

CS-2 MAGNETIC NAIL IN CONCRETE.

FEET.

CS-1 COORDINATES PROVIDED ARE IN US SURVEY

1,2

SEE C-102 AND A-101 FOR NEW CONSTRUCTION.3.

EXCAVATION AND REMOVAL OF ROOTS.

PERIMETER OF BUILDING. INCLUDES THE

ALL SHRUBS AND PLANTERS ONLY AROUND

CONTRACTOR SHALL REMOVE AND DISPOSE OF 2.

SURVEY FEET.

COORDINATE SYSTEM USED: WGS84; UTM-14N, US 1.

1 1

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FT. CAVAZOS, TEXAS 76544

ENGINEER DR.

BLDG 4612

FORT CAVAZOS

DPW

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

T E

C H

A L

E X

SHEET SIZE: ANSI D

22" x 34"

A R

C H

C T

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E R

SHEET NUMBER

H E

R N

A N

D E

A D

R E

P A

C-102

SCALE: 1" = 10'-0"

PROPOSED SITE PLAN

P R

O P

O S

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BM5

BM2

BM3

BM4

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BLOCK.

THE LOCATION OF THE SPIGOT AND PROPOSED SPLASH

C-501. ENSURE THE CENTERLINE OF DRAIN IS IN-LINE WITH

INSTALL SIDEWALK TRENCH DRAIN, PER DETAIL 6 SHEET

GRAVEL BED.

AT A MAXIMUM 1" ABOVE THE TOP OF THE PROPOSED

CONCRETE CAP. ENSURE TOP OF PAD IS FLUSH WITH OR

INSTALL RISERS AND A NEW DOUBLE CLEANOUT

WITH IMPORTED SOIL.

LANDSCAPE EDGE AT OUTSIDE EDGE. INFILL LOW AREAS

4" GRAVEL BED WITH GEOFABRIC BASE LAYER AND METAL

PER MANUFACTURERS RECOMMENDATIONS.

CONSTRUCT NEW EQUIPMENT PADS FOR MINI SPLIT UNITS

- LIBERTY FLAGPOLE MODEL: ECX25, SERIES ESR

BARS AND #3 TIES @ 12" O.C.

DRILLED SHAFT FOUNDATION WITH 6-#6 LONGITUDINAL

INSTALL NEW 25' TALL FLAG POLE AND 3'-0" x 5'-0" DEEP

NEW RAMP, STAIRS, AND RAILS

CONTRACTOR SHALL PREPARE AREA AND CONSTRUCT

4'-0"

NOTES:

H E

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Y S

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RE-SOD GRASS WITHIN CONSTRUCTION LIMITS.9.

LOCATIONS AND DOWEL TO THE BUILDING.

INSTALL SPLASH BLOCKS AT ALL SPIGOT 8.

ELEVATE DOWNSPOUT BOOT AT LOW AREAS.

DOWNSPOUT BOOTS TO STORM DRAIN SYSTEM.

REMOVE BLOCKAGES AND INSTALL NEW 7.

GRATES AT EACH VENT WELL LOCATION.

GRATE IS ABOVE GRAVEL BED, INSTALL BLACK

CRAWL SPACE VENT, ELEVATE SO THE VENT WELL

INSTALL NEW FOUNDATION VENT WELL AT EACH 6.

EDGE AT OUTSIDE EDGE TO 4'.

GEOFABRIC BASE LAYER, AND METAL LANDSCAPE

AT PERIMETER OF BUILDING: 4" GRAVEL BED WITH 5.

IMPORTED SOIL.

POSITIVE DRAINAGE. INFILL LOW AREAS WITH

GRADE PERIMETER OF BUILDING TO ENSURE 4.

DEMOLITION AND CONSTRUCTION.

CONTRACTOR SHALL RE-SOD AREAS AFFECTED BY 3.

CONTRACT.

TREES ARE TO BE DEMOLISHED UNDER THIS

EXISTING TREES NOT SHOWN FOR CLARITY. NO 2.

FEATURES.

SEE SHEET C-101 FOR UTILITIES AND EXISTING 1.

4 4

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FT. CAVAZOS, TEXAS 76544

ENGINEER DR.

BLDG 4612

FORT CAVAZOS

DPW

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

T E

C H

A L

E X

SHEET SIZE: ANSI D

22" x 34"

A R

C H

C T

U R

A L

L E

B L

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E B

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A P

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C O

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C T

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E R

SHEET NUMBER

H E

R N

A N

D E

A D

R E

P A

SCALE: 3/16" = 1'-0"

NORTH ENTRY

SCALE: 3/16" = 1'-0"

SOUTH ENTRY

SCALE: 3/16" = 1'-0"

MECHANICAL ROOM ENTRY

SCALE: 3/16" = 1'-0"

SOUTH EAST ENTRY

SCALE: 3/16" = 1'-0"

NORTH EAST ENTRY

C-501

E T

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4'-0"

14'-8"

5'-0" 2'-4" 3'-4" 4'-0"

5'-7"2'-4"5'-0"

12'-11"

10'-8"

52'-8"

6'-0"43'-8"2'-5" 7"

41'-7"

2'-5" 7'-0" 2'-5" 16'-11" 2'-8" 10'-2"

15'-10"

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-2

FT. CAVAZOS, TEXAS 76544

ENGINEER DR.

BLDG 4612

FORT CAVAZOS

DPW

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

T E

C H

A L

E X

SHEET SIZE: ANSI D

22" x 34"

A R

C H

C T

U R

A L

L E

B L

O C

E D x

E B

L O

C K

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A T

D E

N E

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A P

P R

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E R

SHEET NUMBER

H E

R N

A N

D E

A D

R E

P A

SCALE: 1/2" = 1'-0"

SOUTH ENTRY RAMP

SCALE: 1/2" = 1'-0"

SOUTH ENTRY STAIRS

SCALE: 1/2" = 1'-0"

SOUTH & NORTH EAST ENTRY STAIRS

SCALE: 1/2" = 1'-0"

NORTH ENTRY STAIRS

SCALE: 1/2" = 1'-0"

MECHANICAL ROOM STEP UP

SCALE: 1/2" = 1'-0"

TYPICAL STAIR CROSS SECTION

SCALE: 1/2" = 1'-0"

TYPICAL CROSS SECTION DETAIL 5

G.E.

98'-3"

F.F.E.

100'-0"

T.O.R.

103'-0"

G.E.

98'-3"

F.F.E.

100'-0"

T.O.R.

103'-0"

C-502

E T

S I

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H E

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A N

D E

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NOTE:

ALL CONCRETE SLABS AND RETAINING WALLS SHALL BE 8" THICK

NOTE:

ALL CONCRETE SLABS AND RETAINING WALLS SHALL BE 8" THICK

" 3

4'-6"1'-7"1'-7" 5'-6"1'-0"

1'-0" 2'-9"2'-9"1'-7"1'-7"

1'-0" 8"1'-11"1'-1" 1'-1"

10"4

2'-8"2

3'-1"2

3'-1"4

2'-8

#4 REBAR SPACE @ 12" O.C.E.W.

NON-EXPANSIVE SOIL

#4 REBAR SPACE @ 12" O.C.E.W.

1'-0"1'-0"

#4 STIRRUPS SPACED @12"

2 (TWO) #4 REBAR TOP & BOTTOM

NOTES:

INTO CONCRETE.

DIPPED GALVANIZED EMBEDDED ABD ANCHORED

ALL NEW STAIRS SHALL HAVE NOSINGS. HOT 4.

#4 REBAR WITH AT LEAST 2" EMBEDMENT.

ALL NEW CONCRETE SHALL BE REINFORCED WITH 3.

COAT "BLACK" FINISH.

1-1/2" RAILS, SHALL BE ADA COMPLIANT. POWDER

CONTRACTOR SHALL CONSTRUCT NEW RAMP AND 2.

COAT "BLACK" FINISH.

1-1/2" RAILS, SHALL BE IBC COMPLIANT. POWDER

CONTRACTOR SHALL CONSTRUCT NEW STAIRS AND 1.

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FT. CAVAZOS, TEXAS 76544

ENGINEER DR.

BLDG 4612

FORT CAVAZOS

DPW

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

T E

C H

A L

E X

SHEET SIZE: ANSI D

22" x 34"

A R

C H

C T

U R

A L

L E

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O C

E D x

E B

L O

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SHEET NUMBER

H E

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A N

D E

A D

R E

P A

2'-0" 6"

1'-0"

4'- 0"

SCALE: 3/4" = 1'-0"

SIDEWALK TRENCH DRAIN

SCALE: 1" = 1'-0"

TYPICAL CONTROL JOINT

SCALE: 1" = 1'-0"

TYPICAL EXPANSION JOINT

SCALE: 1" = 1'-0"

TYPICAL NEW CONCRETE SIDEWALK

SCALE: 1" = 1'-0"

TYPICAL CONTROL JOINT

SCALE: 3/8" = 1'-0"

FLAG POLE DETAIL

C-503

E T

g ni eeringDi vi s io n

5'-2"

2'-0"

1'-2"

2'-0"

0'-5 3/4 "

INTO EXISTING CONC.

AT 24" O.C. EXTEND 4" (MIN)

18" NO. 4 DOWEL BAR

APPLY JOINT SEALANT

TYPICAL EXISTING CONCRETE

OF SIDEWALK.

1/2" ABOVE EXISTING TOP

REF: CONC. DETAILS.

NEW CONC. WORK

AT 18" O.C.

NO. 3 "Z" BAR

EXISTING CONC.

TYPICAL 6" LAP UNDER

GRADE, COMPACT 95% PROCTOR.

TYPICAL 6" COMPACTED BASE, 6

6"VARIES

GRADE, COMPACT 95% PROCTOR.

TYPICAL 6" COMPACTED BASE,

REF: DETAIL 3

TYPICAL NEW CONCRETE

REF: DETAIL 3

TYPICAL CONCRETE

TYPICAL 6" THICKEN EDGE.

NO. 3 BARS AT 16" O.C.E.W.

4" THICK CONCRETE WITH

6"6"

TO DRAWINGS.

JOINTSLOCATED ACCORDING

1/4" WIDE TOOLED TRAVERSE

OF MAXIMUM DENSITY.

SUBGRADE MATERIAL COMPACTED 95%

PREVENT WARPINGDURING FLOATING AND FINISHING.

AND SHALL BE HELD IN PLACE WITH STEEL PINS TO

JOINT FILLER STRIPS, PLACED 1/4" BELOW SURFACE

EXPANSION JOINTS SHALL BE FORMED WITH 3/8"

3/16" STEEL BASE PLATE

3/4" LIGHTNING GROUND SPIKE

WELDED TO GROUND SPIKE

3/16" STEEL SUPPORT PLATE

STEEL CENTERING WEDGES

GALVANIZED STEEL

FOUNDATION SLEEVE - 16 GA

(SUPPLIED BY OTHERS)

DRY SAND TIGHTLY TAMPERED

(SUPPLIED BY OTHERS)

3000 PSI CONCRETE

(SUPPLIED BY OTHERS)

HARDWOOD WEDGES

SPUN ALUMINUM FLASH COLLAR

(1) 9" CAST ALUMINUM CLEAT

O V

E R

A L

L L

E N

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VINYL COVERS

(2) SWIVEL SNAPS WITH

(1) 5/16" DIA. HALYARD (#10) POLY

CAST ALUMINUM REVOLVING TYPE

SINGLE SHEAVE TRUCK,

ALUMINUM BALL

5" GOLD ANODIZED

SINGLE SHEAVE TRUCK DETAIL

REVOLVING TRUCK

CAST ALUMINUM BODY

STAINLESS STEEL BALL BEARINGS

NYLON SHEAVE

CAST ALUMINUM SPINDLE

2'-1"

C L

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D E

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Y S

O R

SCALE: 1/2" = 1'-0"

TYPICAL INTERIOR SIGNAGE

SCALE: 1/4" = 1'-0"

FLOOR PLAN

SCALE: 3/8" = 1'-0"

WHEELCHAIR ACCESSIBLE WATER CLOSET

SCALE: 3/8" = 1'-0"

DRINKING FOUNTAIN GUIDELINES

SCALE: 3/8" = 1'-0"

LAVATORY GUIDELINES

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FT. CAVAZOS, TEXAS 76544

ENGINEER DR.

BLDG 4612

FORT CAVAZOS

DPW

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

T E

C H

A L

E X

SHEET SIZE: ANSI D

22" x 34"

A R

C H

C T

U R

A L

L E

B L

O C

E D x

E B

L O

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A T

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E R

SHEET NUMBER

H E

R N

A N

D E

A D

R E

P A

A-001

T.O.S.

100'-0"

SCALE: 1/4" = 1'-0"

FLOOR PLAN

A R

C H

C T

U R

A L

N O

T E

S B

O B

L E

S B

O B

L E

S g ni eeringDi vi s io n

BO REFLECTED

SURFACE

TO SPOUT

CL OF PUSH

BUTTON

R O

G R

A B

B A

T O

R T

U E

P E

N S

E R

S O

V E

R T

E T

S E

P E

N S

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P E

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F O

U N

T A

D R

B O

T T

L E

C O

A T

H O

O K

T O

W E

L B

A R

TOP

OPENING

DRAWINGS

BATHROOM

SEE ENLARGED

M A

X 4

M A

X M A

M A

FFE1

BO TISSUE

PAPER

M A

P A

P E

R T

O W

E L

P E

N S

E R

M A

BOTTOM OF MIRROR

11"

(T O

R E

F L

E C

T E

D S

U R

F A

C E

1'-6"

5" (SIDE APPROACH)

FFE

MIN

M A

X M A

M A

" MAX2

M A

MAX

MIN

FRONT APPROACH

PLAN

SIDE APPROACH

PLAN

EQUAL EQUAL

2'-6"

4'-0"

EQUAL EQUAL

PATH

ACCESS

(M A

3'-0"

2'-0" 1'-0"

1'-6"

1'-0"

3'-6"

3'-0"

1'-0"2'-0"

1'-6"

5'-0"

MIN

MAX

MIN MIN

PATH

ACCESS

M A

SECTION

ROOM NAME

ROOM NUMBER

(PRE-AWARD AMENDMENTS)

REVISION NUMBER

(POST-AWARD AMENDMENTS)

REVISION LETTER

(LIMITS OF REVISION AREA)

REVISION CLOUD

DRAWING VIEW TITLE

DRAWING VIEW SCALE

LIMIT OF ENLARGED AREA

MATCHLINE

DETAIL NUMBER

REFERENCE TO

REFERENCE FROM

DIRECTION OF CUTTING PLANE

LINE OF CUTTING PLANE

MULTIPLE VIEW DESIGNATOR

A-201

DIFFUSER

SUPPLY-AIR

ABOVE FINISHED FLOORAFF

DISABILITIES ACT

AMERICANS WITH ADA

ACOUSTIC CEILING TILEACT

AIR CONDITIONINGA/C

DOWNSPOUTDS

CLEANOUTCO

CONCRETE MASONRY UNITCMU

CENTER LINECL

CONTROL JOINTCJ

CERAMIC BASECB

EQUALEQ

EXPANSION JOINTEJ

FINISH SYSTEM

EXTERIOR INSULATION AND EIFS

GYPSUM WALL BOARDGWB

GROUND ELEVATIONGE

LUXURY VINYL TILELVT

LINEAR FEET (FOOT)LF

POUNDSLBS

OPPOSITEOPP

OUTSIDE DIAMTEROD

ON CENTEROC

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

QUANTITYQTY

RUBBER BASERB

REFERENCEREF

SPLASH BLOCKSB

SQUARE YARDSQ YD

SQUARE INCHSQ IN

SIMILARSIM

SQUARE FOOTSF

SOLID CORESC

TOP OF WALLTOW

TOP OF STEELTOS

TOP OF PARAPETTOP

TOP OF METAL CANOPYTOMC

TOP OF HARD LID CEILINGTOHL

TOP OF GLASS WINDOWSTOGW

TOP OF DOORTOD

TOP OF CEILINGTOC

TOP OF BRIGADE SIGNTOBS

TOP OF ACOUSTIC CEILINGTOAC

UNLESS NOTED OTHERWISEUNO

VINYL COMPOSITION TILEVCT

BOTTOM OF VAULT CEILINGBOVC

BOTTOM OF STEELBOS

BOTTOM OF PARAPETBOP

CANOPY

BOTTOM OF METAL BOMC

BOTTOM OF ...BO

BUILDINGBLDG

CABINET

FIRE EXTINGUISHER FEC

FEETFT

FINISH FLOOR ELEVATIONFFE

FLOOR DRAINFD

FLOOR CLEANOUTFCO

HOLLOW METALHM

POLYETHYLENE

HIGH DENSITY HDPE

HOSE BIBBHB

CODE

INTERTATIONAL BUILDING IBC

MISCELLANEOUSMISC

MINIMUMMIN

MANUFACTURERMNFR

MAXIMUMMAX

NOT TO SCALENTS

PROTECTION ASSOCIATION

NATIONAL APPLICABLE FIRE NFPA

NOT APPLICABLEN/A

CUTTING PLANE

LIMIT OF

NUMBER

VIEW

DRAWING

TEXT

DRAWING ABBREVIATIONS: MATERIAL LEGEND: NUMBERING SYSTEM & ANNOTATION SYMBOLS:

TYPICAL MOUNTING HEIGHT DRAWINGS:

LIGHT FIXTURE

2' X 4' LED

LED LIGHT FIXTURE

RECESSED COMPACT

OR REGISTER

RETURN-AIR GRILLE

OR REGISTER

EXHAUST-AIR GRILLE

LED FIXTURE

LINEAR 48" OR 24"

FIXTURE

LINEAR LED PENDANT

NOTES:

INSTALL DOOR KICK PLATES.13.

INSTALL SOLID SURFACE COUNTER TOPS/BACKSPLASH.12.

INSTALL ACCESS PANELS.11.

PROTECTORS .

INSTALL ADA UNDER LAVATORY INSULATED 10.

CLEARANCES.

FIELD VERIFY ALL ROUGH OPENINGS, DIMENSIONS AND 9.

ONLY, EQUIVALENT OR BETTER IS ACCEPTABLE.

ALL PRODUCT CALLED OUT IS FOR BIDDING PURPOSES 8.

HAVING JURISDICTION.

WITH OSHA REQUIREMENTS AND OTHER AGENCIES

ALL SHORING AND BRACING SHALL BE IN ACCORDANCE 7.

MOUNTED ITEMS, SEE STRUCTURAL.

CONTRACTOR TO PROVIDE BLOCKING FOR ALL WALL 6.

PURPOSES.

DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION 5.

BUILDING PERIMETER.

RAMPS, AND OTHER CONSTRUCTION OUTSIDE THE

SEE CIVIL DRAWINGS FOR ALL CURBS, SIDE-WALKS, 4.

POUNDS).

ALL DIMENSIONAL DATA IS IN IMPERIAL UNITS (INCH, 3.

WALL, GYPSUM BOARD, OR COLUMN CENTERLINE.

UNO, ALL DIMENSIONS ARE TO FACE OF STRUCTURAL 2.

APPLICABLE TO ARCHITECTURAL DRAWINGS ONLY.

TYPICAL NOTES AND LEGENDS ON THIS SHEET ARE 1.

DOOR NUMBER

WINDOW NUMBER

WALL TYPE

FIXTURE INDICATOR

DATUM

CENTERLINE

NORTH ARROW

SECTION INDICATOR

NOTE BY SYMBOL

DISCIPLINE WITH DESINATOR:

BRICK

STEELCONCRETE

MASONRY

UNIT

CONCRETE

CEILING

HARDLID

EARTH

FOR CONTINUATION SEE DWG. A-101

A - ARCHITECTURE

OFFICE

141B

DESIGNATOR

COLUMN LINE

GRID AND

SERIES

SHEET NUMBER WITHIN

SERIES NUMBER

SYMBOL

DETAIL INDICATOR

INDICATOR

EXTERIOR ELEVATION

MULTIPLE VIEW DESIGNATOR WITH MULTIPLE VIEWS

INTERIOR ELEVATION INDICATOR WITH LEADER

NOTE BY SYMBOL

DOOR

PROPOSED

DOOR

EXISTING

ELEVATION SYMBOL

CHANGE IN

C4.9

FLOOR LEVEL AND NAME

DEMOLITION AND EXISTING

FOR DEMOLITION

DENOTES ITEMS

CONCRETE METAL

MASONRY

WALLS

CEILING MATERIALS

EARTH

STONE

CAST

CEILING

TILE

ACOUSTIC

ARCH SCHEDULES

NEW WALL, REF

TO REMAIN

EXISTING WALL

BE DEMOLISHED

EXISTING WALL TO

REF ARCH SCHEDULES

NEW INSULATED WALL,

CAPSULE

PROPOSED FLOOR PLAN

1 2 3 4

5 6 7 8

FRIDGE

D ir ec to rat eofPublic

W o rk s

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G E

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D A

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D E

S C

N R

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D A

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-1 p p )P ro je c ts

\A D

J R e p a ir

L D

G \4

D ra w in g s \A

-1

P ro p o s e d F lo o r

P la n .d g n

O J E

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P R

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C R

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A R

-2

FT. CAVAZOS, TEXAS 76544

ENGINEER DR.

BLDG 4612

FORT CAVAZOS

DPW

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

T E

C H

A L

E X

SHEET SIZE: ANSI D

22" x 34"

A R

C H

C T

U R

A L

L E

B L

O C

E D x

E B

L O

C K

R E

E V

N D

A T

D E

N E

D B

D R

A W

N B

A P

P R

O V

E D

B Y

A V

C O

N T

R A

C T

N U

M B

E R

SHEET NUMBER

H E

R N

A N

D E

A D

R E

P A

A-101

P R

O P

O S

E D

F L

O O

R P

L A g ni eeringDi vi s io n

WALLS)

INSTALL CHAIR RAILS TO MATCH WALL BASE (ON TWO

INSTALL NEW DESK, SEE A-401 FOR DETAILS

INFILL WITH CMU BLOCK

INSTALL HEADER

5'-2"2'-4"9'-6"2'-4"9'-6"2'-4"10'-4"2'-4"9'-6"2'-4"9'-6"2'-4"5'-2" 6'-11"2'-4"8'-1"2'-4"8'-1"2'-4"6'-11"

6'-4"2'-4"6'-4"2'-4"30'-0"3'-8"5'-0"3'-0"4'-2"9'-5"4'-2"16'-0"2'-4"12'-7"2'-4"10'-0"

64'-0" 56'-0"

10'-4"

37'-0"10'-4"72'-8"

11'-0"23'-5"11'-10"11'-3"11'-3"13'-0"

11'-5"10'-6"12'-7"

7'-3"

19'-1"5'-5"10'-0"

9'-11"9'-11"5'-6"9'-2"

10'-3"8'-11""4

10'-8 1'-4"

10'-95'-5"34'-0"

6'-55'-5" "4

5'-6 5'-5"

L 4 x 3 x 1/4L 8 x 4 x 1/2

KEY NOTES: LOOSE LINTEL NOTES:

EACH BEARING END OF LINTEL SHALL BE 4INCH MIN.LN4

ALL LINTELS SHALL HAVE SHORT LEG VERTICALLY.LN3

INSTALLED.

BRICK WALL SHALL HAVE TYP. LOOSE LINTELS

ALL NEW DOOR AND WINDOW OPENINGS FOR CMU AND LN2

SHEETS.

UNLESS IT IS DESIGNATED ON THE STRUCTURAL

INSTALL TYP. LOOSE LINTELS ON ALL NEW OPENINGS LN1

GENERAL NOTES:

130 ONCE ROOM IS CONSTRUCTED.

CONTRACTOR SHALL MOVE SIPR SAFES QTY: 4 TO ROOM GN3

SERVICE BOX WITH CONNECTION.

ROUTE ANTENNA CABLE TO STAFF DUTY 101, PROVIDE A GN2

PROCUREMENT OR INSTALLATION OF NEW FURNITURE.

ONLY. CONTRACTOR IS NOT RESPONSIBLE FOR

FURNITURE SHOWN IN PLAN IS FOR REPRESENTATION GN1

H E

R N

A N

D E

Z B

O B

L E

A4.1

A4A4

B3B3B3

E6E6E6E6E6B3

A4 A4 A4 A4

A4 A4

A4F6

A4 A4

A4A4

A4.1

A4A4A4A4

F6 F6

B3 B3 B3

A4 B3

A4.1

2 2 2 2 2 2

2 2 3 3

4 1 1

1 1 1

TYP. CMU LINTEL TYP. BRICK LINTEL

A4A4 A4

E6 E6

A4.1

B3 B3

CORRIDOR

RESTROOM

MEN'S

ROOM

MECHANICAL

CORRIDOR

NIPR

VESTIBLE

OFFICE

OPEN

OFFICE

BN XO

OFFICE

BN CSM

OFFICE

BN CMD

OFFICE

REST ROOM

111112113

104A

ROOM

BREAK

STAFF DUTY

JANITOR

RESTROOM

WOMEN'S

107A

SUITE

COMMAND

110 110

SHOWER

107A

SHOWER

104A

105 104

ROOM

CONFERENCE

OFFICE

RET.

OFFICE

OPEN

OFFICE

OPEN

OFFICE

OPEN

OFFICE

OPEN

LACTATION

OFFICE

127A

121A

CORRIDOR

REFLECTIVE CEILING PLAN

1 2 3 4

5 6 7 8

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W o rk s

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\A D

J R e p a ir

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D ra w in g s \A

-1

R e fl e c te d C e il in g P la n .d g n

O J E

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P R

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C T

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C H

B L

D G

N U

M B

E R

S H

E E

T D

E S

C R

-M

A R

-2

FT. CAVAZOS, TEXAS 76544

ENGINEER DR.

BLDG 4612

FORT CAVAZOS

DPW

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

T E

C H

A L

E X

SHEET SIZE: ANSI D

22" x 34"

A R

C H

C T

U R

A L

L E

B L

O C

E D x

E B

L O

C K

R E

E V

N D

A T

D E

N E

D B

D R

A W

N B

A P

P R

O V

E D

B Y

A V

C O

N T

R A

C T

N U

M B

E R

SHEET NUMBER

H E

R N

A N

D E

A D

R E

P A

R E

F L

E C

P L

A N

A-102 g ni eeringDi vi s io n

TO DIVIDE TWO CEILING GRID LAYOUTS).

HARDLID 3" BELOW LOWER CEILING HEIGHT (INTENTION IS

KEY NOTES:GENERAL NOTES:

WATERPROOF.

ALL EXTERIOR AND SHOWER LIGHTING SHALL BE GN1

H E

R N

A N

D E

Z B

O B

L E

A.F.F. 8'-0" A.F.F. 8'-0" A.F.F. 8'-0"A.F.F. 8'-0"

A.F.F. 9'-0"

A.F.F. 9'-0" A.F.F. 9'-0"

OPEN TO DECK

A.F.F. 8'-0"

A.F.F. 8'-0"A.F.F. 8'-0"

A.F.F. 8'-0" A.F.F. 8'-0" A.F.F. 8'-0"

A.F.F. 8'-0"A.F.F. 8'-0"

A.F.F. 8'-0"

A.F.F. 9'-0"

A.F.F. 9'-6"

A.F.F. 9'-0"

A.F.F. 8'-0"

4'-6" 2'-6"

4'-0" TYP.

3'-34'-0""2

3'-3

11'-10"2'-0"2'-0"

20'-0" TYP.

4'-6"2'-6"

4'-6" 1'-6" 4'-6"1'-6"

A.F.F. 8'-0"

4'-0"

FLOORING PLAN

1 2 3 4

5 6 7 8

D ir ec to rat eofPublic

W o rk s

P R

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C T

M A

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G E

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D A

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N R

E V

D A

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-1 p p

-1 p p )P ro je c ts

\A D

J R e p a ir

L D

G \4

D ra w in g s \A

-1

F lo o ri n g P la n .d g n

O J E

C T

N U

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P R

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C T

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B R

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C H

B L

D G

N U

M B

E R

S H

E E

T D

E S

C R

-M

A R

-2

FT. CAVAZOS, TEXAS 76544

ENGINEER DR.

BLDG 4612

FORT CAVAZOS

DPW

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

T E

C H

A L

E X

SHEET SIZE: ANSI D

22" x 34"

A R

C H

C T

U R

A L

L E

B L

O C

E D x

E B

L O

C K

R E

E V

N D

A T

D E

N E

D B

D R

A W

N B

A P

P R

O V

E D

B Y

A V

C O

N T

R A

C T

N U

M B

E R

SHEET NUMBER

H E

R N

A N

D E

A D

R E

P A

F L

O O

G P

L A

A-103 g ni eeringDi vi s io n

APPLY ARDEX PC-T CONCRETE TOPPER GRAY

KEY NOTES:

LEGEND:

GENERAL NOTES:

H E

R N

A N

D E

Z B

O B

L E

12" X 24" CERAMIC TILE

24" X 24" LVT

- QL315

- MOHAWK GROUP FIRST STEP II TILE

WALK OFF CARPET

24" X 24" CARPET TILE

EXISTING CONCRETE SLAB

FLOOR CHANGES.

INSTALL NEW TRANSITION STRIPS AT ALL FINISH GN2

REFER TO A-601 FOR ROOM FINISH SCHEDULE.GN1

ROOF PLAN

D ir ec to rat eofPublic

W o rk s

P R

O J E

C T

M A

N A

G E

R E

D A

T E

R E

D E

S C

N R

E V

D A

T E

-1 p p

-1 p p )P ro je c ts

\A D

R e p a ir

L D

D ra w in g s \A

-1

R o o f

P la n .d g n

O J E

C T

N U

M B

E R

P R

O J E

C T

L E

B R

A N

C H

B L

D G

N U

M B

E R

S H

E E

T D

E S

C R

-M

A R

-2

FT. CAVAZOS, TEXAS 76544

ENGINEER DR.

BLDG 4612

FORT CAVAZOS

DPW

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

T E

C H

A L

E X

SHEET SIZE: ANSI D

22" x 34"

A R

C H

C T

U R

A L

L E

B L

O C

E D x

E B

L O

C K

R E

E V

N D

A T

D E

N E

D B

D R

A W

N B

A P

P R

O V

E D

B Y

A V

C O

N T

R A

C T

N U

M B

E R

SHEET NUMBER

H E

R N

A N

D E

A D

R E

P A

A-104

R O

O F

P L

A g ni eeringDi vi s io n

RIDGE

E R

L O

P E

RACK UP

E R

L O

P E

1/2" PER 12" SLOPE 1/2" PER 12" SLOPE

1/2" PER 12" SLOPE1/2" PER 12" SLOPE

G E

R A

C K

U P

R A

C K

U P

RACK UPRACK UP

NEW EXHAUST FAN

GUTTER

GENERAL NOTES:

GUTTER

EXHAUST FAN LOCATIONS.

MANUFACTURERS RECOMMENDATIONS. SEE M-101 FOR

INSTALL NEW EXHAUST ROOF TOP UNITS PER GN-6

MATERIAL LAMINATED TO BOTH SIDES.

FABRIC AND HAS A THERMOPLASTIC COATING OF PVC

INSERTED LOW SHRINK, ANTI- WICKING POLYESTER

ROOFING SYSTEM THAT IS FABRICATED OF A WET

PREF…

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