Technical Exhibit A - Drawings.pdf

PDF 22 MB Posted Jan 30, 2024

Attached to: Renovate BLDG 37011 Federal contract opportunity
Solicitation number: W9115124B0001
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

About this file

Written by GovTribe AI · Jan 30, 2024

This document provides details for a federal contract opportunity to renovate Building 37011 at Fort Hood, Texas. The Directorate of Public Works at Fort Hood requires contractors to convert an existing structure to a Brigade level headquarters. All questions must be submitted to SFC Kristoffer Poe by the end of the pre-solicitation period to be considered for incorporation into the official invitation for bids. The solicitation number is W9115124B0001 and will be issued by the Department of the Army Materiel Command Mission and Installation Contracting Command at Fort Hood.

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Other files for this federal contract opportunity

Other files attached to Renovate BLDG 37011, newest first.
File	Type	Posted
W9115124B0001 Draft IFB.pdf	PDF	Jan 30, 2024
Technical Exhibit B - As Builts.pdf	PDF	Jan 30, 2024
Technical Exhibit C - Specifications.pdf	PDF	Jan 30, 2024
Technical Exhibit D - Asbestos Survey.pdf	PDF	Jan 30, 2024

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D ir ec to rat eofPublic

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FT. CAVAZOS, TEXAS 76544

ENGINEER DR.

BLDG 4612

FORT CAVAZOS

DPW

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

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SHEET SIZE: ANSI D

22" x 34"

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G-101

PROJECT NUMBER: AD209883P

REFERENCE TO

REFERENCE FROM

DETAIL NUMBER

C O

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H E

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87000

86000

85000

22000

88000

52000

53900

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27000

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53400

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14000

53000

55000

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SCALE : 1" = 2000'-0"

W E

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THE COURSES OF

NEW RAIL HEAD

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CENTRAL TEXAS

III CORPS

HOSPITAL

CARL R. DARNALL

PUBLIC WORKS

DIRECTORATE OF

PROJECT SITE

SYMBOL

SHOEMAKER

TANK TRAIL

BLOCK PLAN

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

RENOVATE BN HQ BUILDING 37011

22 DEC 2023

E n g ni eeringDi vi s io n

TEXAS

NORTH NOLAN RD

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CENTRAL DR

W E S T R

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W VETERANS MEMORIAL BLVD

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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"

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REV SHEET DESCRIPTIONSHEET

FORT CAVAZOS DIRECTORATE OF PUBLIC WORKS - ENGINEERING DIVISION

INDEX OF DRAWINGS

REV SHEET DESCRIPTIONSHEET

WINDOW SCHEDULE

DOOR SCHEDULE

ROOM FINISH SCHEDULE

ARCHITECTURE DETAILS

WALL TYPES

INTERIOR ELEVATIONS III

INTERIOR ELEVATIONS II

INTERIOR ELEVATIONS I

SECTIONS

PROPOSED CROSS SECTIONS

PROPOSED ELEVATIONS II

PROPOSED ELEVATIONS I

ROOF PLAN

FLOORING PLAN

REFLECTED CEILING PLAN

PROPOSED FLOOR PLAN

ARCHITECTURAL NOTES

JOIST DETAILS

STRUCTURAL DETAILS

FRAMING PLAN

STRUCTURAL NOTES

STRUCTURAL LEGEND

CIVIL DETAILS II

CIVIL DETAILS I

PROPOSED SITE PLAN

SITE DEMOLITION PLAN

CIVIL NOTES

DEMOLITION ELEVATIONS II

DEMOLITION ELEVATIONS I

DEMOLITION PLAN

DEMOLITION NOTES

DRAWING INDEX

COVER SHEET

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

S-501

S-301

S-101

S-002

S-001

C-502

C-501

C-102

C-101

C-001

D-202

D-201

D-101

D-001

G-102

G-101

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

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

SANITARY SEWER

ABOVE CEILING PLUMBING

FLOOR LEVEL PLUMBING

PLUMBING NOTES

MECHANICAL CONTROLS

MECHANICAL SCHEDULES

HVAC DETAILS II

HVAC DETAILS I

MECHANICAL PLAN II

MECHANICAL PLAN I

MECHANICAL NOTES II

MECHANICAL NOTES I

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ENGINEER DR.

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FORT CAVAZOS

DPW

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

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C H

A L

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SHEET SIZE: ANSI D

22" x 34"

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

FLOOR PLAN

D-001

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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

EQUALEQ

EACHEA

FEETFT

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

DEMOLITION NOTES:

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 AVAILBLE 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 COR

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

DRAWING ABBREVIATIONS: NUMBERING SYSTEM & ANNOTATION SYMBOLS:

DEMOLITION LEGEND:

CENTERLINE

NORTH ARROW

SECTION INDICATOR

NOTE BY SYMBOL

DISCIPLINE WITH DESINATOR:

FOR CONTINUATION SEE DWG. A-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

REF ARCH SCHEDULES

NEW INSULATED WALL,

ARCH SCHEDULES

NEW WALL, REF

TO REMAIN

EXISTING WALL

WALLS

FEATURE

EXISTING

DEMOLITION AND EXISTING

FOR DEMOLITION

DENOTES ITEMS

CONCRETE

BRICK

MASONRY

UNIT

CONCRETE

STONE

CAST

STEEL

METAL

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C -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

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1 2 3 4

5 6 7 8

D-101

SCALE: 3/16 = 1'-0"

DEMOLITION PLAN

D E

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WATER FOUNTAIN, PIPING, ETC. AND ALL ASSOCIATED ITEMS.

BUT NOT LIMITED TO, TOILETS, SINKS, JANITOR SINKS, SHOWERS, URINALS,

CONTRACTOR SHALL DEMOLISH ALL PLUMBING FIXTURES, THIS INCLUDES

CONTRACTOR SHALL INSTALL LINTEL ON BOTH SIDES OF OPENING.

REPAIR COLUMN SEE DETAIL 2 ON THIS SHEET.

FROM EXISTING FLOOR ELEVATION TO 5'-0" ABOVE FINISHED FLOOR.

COLUMN. PAINT SHALL BE RED OXIDE METAL PRIMER AND BE APPLIED

CONTRACTOR SHALL SAND BLAST AND REPAINT EXISTING STEEL

WALKWAY TO STAIRS.

CONTRACTOR SHALL DEMOLISH STAIRS, RAILING, AND

DEMOLISH CMU WALL FOR NEW 7'-0" X 3'-0" DOOR OPENING

REMOVE AND DISPOSE OF EXISTING WINDOWS.

SMOOTH.

REMOVE 4 TOTAL WT BRACKETS AND GROUND COLUMN

SHEET A-201.

DEMOLISH WALL SECTION FOR NEW WINDOW, REFERENCE

DEMOLISH EXISTING CMU WALL, UP TO 10'.

REMOVE AND DISPOSE OF FRONT DESK IN ITS ENTIRETY.

R O

B L

E S

GENERAL NOTES:

1. LOCATIONS INDICATED TO BE GROUT-FILLED SHALL BE DONE SO BY USING

HIGH-STRENGTH LOW SHRINK GROUT HAVING A MINIMUM COMPRESSIVE

STRENGTH OF 5000 PSI.

2. CONTRACTOR SHALL ABATE ACCORDING TO THE PROVIDED HAZ-MAT SURVEY

TECHNICAL EXHIBIT C AND INCLUDE THE ABATEMENT OF AREAS WITH MUTI-LAYER

FLOORING.

3. REMOVE THE INTERIOR WALLS AS INDICATED IN THIS DRAWING. DEMOLITION

SHALL INCLUDE, BUT NOT LIMITED TO, ANY BULLETIN BOARDS, POSTERS,

MIRRORS, INTERIOR WINDOWS, FRAMES, CASED OPENINGS, DOORS, GRILLS, WALL

PANELING, WALL BOARD, DISPLAYS, WALL BASE, SHELVING, INSULATION, CONDUIT,

OUTLETS, ETC.

4. REMOVE AND DISPOSE OF ALL EXISTING FINISH FLOOR MATERIALS (INCLUDES, BUT

NOT LIMITED TO, SHEET VINYL, VCT, CERAMIC TILE, WOOD FLOORING, ETC) DOWN

TO CONCRETE SLAB. DEMOLITION INCLUDES FLOOR MOUNTED EQUIPMENT SUCH

AS DOOR STOPS, TRANSITIONS, CONDUIT, OUTLETS, ETC.

5. REMOVE AND DISPOSE ALL 2’ X 2’ LAY-IN ACOUSTICAL CEILING, HARD LID CEILINGS,

PLASTER CEILINGS AND ALL ASSOCIATED EQUIPMENT. DEMOLITION INCLUDES ALL

CEILING FINISHES UP TO THE EXISTING JOIST MEMBERS AND INSULATION.

6. REMOVE AND DISPOSE OF ALL FURNITURE AND MISC. ITEMS.

7. ALL DOMESTIC WATER SUPPLY PIPPING THAT IS ACCESSIBLE, AND THE

ASSOCIATED RISERS, SHALL BE REMOVED IN THEIR ENTIRETY WHERE POSSIBLE.

ALL REMAINING PENETRATIONS SHALL BE GROUT-FILLED UNLESS OTHERWISE

KEYNOTED.

CIVIL KEY NOTES:

STRUCTURAL KEY NOTES

PLUMBING KEY NOTES:

ARCHTECTURAL KEY NOTES:

J H

E R

N A

N D

E Z

WALL PACKS, RECESSED MOUNTED FIXTURES, AND THEIR ASSOCIATED RACEWAYS.

REMOVE AND DISPOSE OF EXTERIOR LIGHTING SYSTEM. DEMOLITION INCLUDES 14.

ETC.

EMERGENCY INCANDESCENT FIXTURES, WALL SWITCHES, LIGHTING CONTROLS,

INCLUDES 2'x4', 1'x4' FLUORESCENT FIXTURES, EXIT SIGNS, TWIN HEAD

REMOVE AND DISPOSE OF THE EXISTING INTERIOR LIGHTING SYSTEM. DEMOLITION 13.

ASSOCIATED EQUIPMENT.

LIMITED TO, RACEWAYS, CABLES, LIGHT FIXTURES, RECEPTACLES AND

CONTRACTOR SHALL DEMOLISH ALL ELECTRICAL PANELS, THIS INCLUDES BUT NOT 12.

NOTES ON SHEET M-101.

DEMOLISH ALL MECHANICAL EQUIPMENT IN MECHANICAL ROOM. SEE DEMOLITION

CONTRACTOR SHALL DEMOLISH ALL DIFFUSERS, RETURN GRILLS, AND DUCTWORK. 11.

SHALL BE GROUT-FILLED UNLESS OTHERWISE KEY NOTED.

PRESERVE THE ROOF SEAL UNTIL BUILD BACK BEGINS. REMAINING PENETRATIONS

VENT PIPING DIRECTLY UPSTREAM OF ROOF PENETRATIONS IN ORDER TO

ACCESSIBLE OR ABOVE THE SLAB SHALL BE REMOVED. CUT OFF OR DETACH ALL

ALL SANITARY SEWER PIPING, INCLUDING VENTS AND DRAIN FIXTURES, WHICH IS 10.

VANITIES, ETC, IN THEIR ENTIRETY.

REMOVE AND DISPOSE OF ALL TOILET PARTITIONS, TOILETS, SINKS, SHOWERS, 9.

PIPING TO ALL FIXTURES.

HOSE BIBBS, AND DRINKING FOUNTAINS. DEMOLISH INCLUDE REMOVING SUPPLY

ALL PLUMBING FIXTURES SHALL BE REMOVED, INCLUDING ALL WALL FAUCETS, 8.

DEMOLISH ALL EXISTING DOORS, FRAMES AND ASSOCIATED HARDWARE.22.

THROUGH WALL.

CONTRACTOR SHALL PROVIDE STRUCTURAL SUPPORTS FOR ALL PENETRATIONS 21.

REMOVE ALL DRAINS AND INFILL WITH CONCRETE.20.

AROUND ALL COLUMNS, EXISTING COLUMNS ARE TO REMAIN.

REMOVE AND DISPOSE OF ALL EXISTING FUR OUT AND EXISTING FINISH MATERIAL 19.

ALL ABANDONED FLOOR PENETRATIONS SHALL BE GROUT FILLED AND SEALED.18.

SLAB.

CONTRACTOR SHALL CUT ANY FLOOR PENETRATIONS FLUSH WITH CONCRETE 17.

REQUIRED TO MAINTAIN THE INTEGRITY OF THE PARTITION.

WIRING REMOVAL IN INTERIOR WALLS SHALL BE PATCHED AND FIREPROOFED AS

WALLS SHALL BE SEALED WATERTIGHT. ALL OPENINGS LEFT FROM CONDUIT OR

ALL OPENINGS LEFT FROM CONDUIT OR WIRING REMOVAL IN BUILDING EXTERIOR 16.

FASTENERS, SUPPORTS, AND BEAM CLAMPS WHERE POSSIBLE.

BACKBOXES. REMOVE ALL ELECTRICAL CONDUITS, WIRES, AND ASSOCIATED

CONTRACTOR SHALL PROVIDE APPROPRIATE SIZE COVERPLATES FOR UNUSED

CONDUIT FLUSH WITH WALL AND REMOVE EXPOSED CONDUIT COMPLETELY.

BACKBOXES AND CONDUIT IN MASONRY WALLS MAY BE ABANDONED IN PLACE. CUT 15.

CANDLE TEMPORARY LIGHTING FOR BUILD BACK.

TEMPORARY POWER, INSTALL 5 GFIC OUTLETS AND RUN 5-FOOT

MDP PANEL FOR DEMO. USE EXISTING MDP PANEL FOR

DISCONNECT AND MAKE SAFE ALL POWER IN BUILDING EXCEPT 29.

EDGES). APPROXIMATELY 420 SQFT.

PART OF OFFICE ON THE WEST SIDE OF VESTIBULE (FEATHER

APPLY A 1/2" SELF LEVELER TO THE ENTRANCE VESTIBULE AND 28.

NEEDED TO MATCH F.F.E.

STRUCTURAL CONCRETE THEN APPLY UZIN NL 170 LEVELSTAR, AS

REMOVE EXISTING FLOORING IN ALL RESTROOMS DOWN TO 27.

DEMOLISH ALL PDS AND SIPR DROPS.26.

IN FILL VOIDS WITHIN PERIMETER WALLS WITH GROUT.25.

GROUND SMOOTH.

WELDED CONNECTIONS AND EXISTING COLUMN SHALL BE

STEEL WT BRACKETS SHALL BE REMOVED BY CUTTING EXISTING 24.

HARDWARE.

DEMOLISH ALL EXISTING WINDOWS, FRAMES, AND ASSOCIATED 23.

OFFICE

CLOSET

OFFICE

WOMEN

OFFICE

COMM

ROOM

MECHANICAL

MEN

CLOSET

RESTROOM

117 CORRIDOR

STORAGE

CORRIDOR

OFFICE

VESTIBLE

OFFICE

CONFERENCE ROOM

OPEN OFFICE/

103 ENTRY

CORRIDOR

OFFICE

CORRIDOR

STORAGE

JANITOR

CONFERENCE ROOM

OPEN OFFICE/

2'-4"5'-2"

2'-4"10'-0"

S1S1

P1 P1

P1 A1

A2 S2

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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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SHEET NUMBER

H E

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A N

D E

A D

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N O

V A

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B N

H Q

B U

AJ I H G F E D C B

JIHGFEDCBA

D-201

R A

Y S

O R

H E

R N

A N

D E

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

WEST ELEVATION

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

EAST ELEVATION

D E

M O

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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.

PENETRATIONS IN THE VENEER BRICK TO MATCH EXISTING.

DEMOLISH AWNING IN ITS ENTIRETY, GROUT FILL

BUILDING, APPROXIMATELY 3FT PAINT SAFETY YELLOW.

REPLACE GAS PIPING AND FITTINGS FROM REGULATOR TO

REMOVE TELEPHONE BOX AND IN FILL ANY PENETRATIONS.

REMOVE BUILDING NUMBER, REFER TO A-201.

HARDWARE.

DEMOLISH WINDOWS, FRAMES, AND ALL ASSOCIATED

DEMOLISHED VENEER BRICK (TOOTH-IN).

DEMOLISH EXTERIOR LIGHT FIXTURE. INFILL USING

EQUIVALENT.

DEMOLISH AND REPLACE LOUVER, MATCH EXISTING OR

HANDRAILS.

CONTRACTOR SHALL DEMOLISH CONCRETE STAIRS AND

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.

KEY NOTES:

GENERAL NOTES:

ROOF (HIGH)

116'-10"

ROOF (LOW)

112'-8"

F.F.E.

100'-0"

ROOF (HIGH)

116'-10"

ROOF (LOW)

112'-8"

F.F.E.

100'-0"

NATURAL GRADE

11'-2"3'-6"8'-4"

2'-11

4'-86'-0"10'-0"1'-10"16'-6"

16'-6"1'-10"10'-0"6'-0""2

4'-8

2'-11

8'-4"3'-6"11'-2"

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

8" 8"

PERMIT.

BLASTING DOES NOT REQUIRE A CLEANING AIR

ABRASIVE CLEANING PERMIT. WET ABRASIVE

DRY ABRASIVE BLASTING WILL REQUIRE A DRY GN-12

CONCRETE OR BRICK.

OF VENEER BRICK, WITHOUT DAMAGING THE

EXPOSED SLAB TO THE TOP OF THE FIRST ROW

ALL PAINT REMOVED FROM THE BOTTOM OF THE

SLAB. THE GOVERNMENT'S INTENT IS TO HAVE

BRICK ROW TO THE BOTTOM OF THE EXPOSED

BOTTOM OF BUILDING FROM THE LAST VENEER

CONTRACTOR SHALL SODA BLAST PAINT OFF OF 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

DECK TO REMAIN.

DECK AND ASSOCIATED COMPONENTS. STEEL

REMOVE AND DISPOSE OF ALL EXISTING ROOF TO GN-5

STEEL.

EDGES ASSEMBLY & BLOCKING TO STRUCTURAL

CONTRACTOR SHALL DEMOLISH FACIA METAL GN-4

AS-BUILTS INDICATE ASBESTOS.

PANELS AND INSULATION. ABATE ACCORDINGLY,

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

3 3

2 2

11 11

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-D E

C -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

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R A

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M B

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SHEET NUMBER

H E

R N

A N

D E

A D

R E

N O

V A

T E

B N

H Q

B U

21 3 4 5 6 7 8

5 46 1238 7

R O

B L

E S

H E

R N

A N

D E

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

SOUTH ELEVATION

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

NORTH ELEVATION

D-202

D E

M O

E L

E V

A T

g ni eeringDi vi s io n

37011

3701137011

37011

GENERAL NOTES:

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

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"

ROOF (HIGH)

116'-10"

NATURAL GRADE

112'-8"

ROOF (LOW)

100'-0"

F.F.E.

ROOF (HIGH)

116'-10"

ROOF (LOW)

112'-8"

F.F.E.

100'-0"

NATURAL GRADE

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

2'-4"5'-2"

2'-4" 10'-0"

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

11 11 11

7 7 3 7

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C iv il N o te s .d g n

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C -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

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D B

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N B

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C O

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SHEET NUMBER

H E

R N

A N

D E

A D

R E

N O

V A

T E

B N

H Q

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11+00

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

FLOOR PLAN

950'-0"

C-001

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

LIGHT POLE

UTILITIES POLE

TRANSFORMER - POLE MOUNTED

ELECTRIC RISER

ELECTRIC METER

ELECTRIC MANHOLE

TELECOMMUNICATION PEDESTAL

TELECOMMUNICATION MANHOLE

TELECOMMUNICATION HANDHOLE

FIBER OPTIC BOLLARD

GAS REGULATOR

GAS VALVE

WASTEWATER SANITARY SEWER CLEANOUT

WASTEWATER SANITARY SEWER VALVE

WASTEWATER SANITARY SEWER MANHOLE

STORM DRAIN INLET

STORM DRAIN MANHOLE

WATER METER

WATER VALVE

FIRE HYDRANT

FIRE CONNECTION

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

CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

UTILITY OWNER AND SHALL BE MADE PAYABLE IN FULL BY THE

30 DAYS MAY BE SUBJECTED TO ADDITIONAL FEES BY PRIVATIZED

OF THE CONTRACT PERIOD OF PERFORMANCE. PAYMENTS MADE AFTER

FULL PAYMENT DIRECTLY TO UTILITY OWNER WITHIN THE FIRST 30 DAYS

IT IS THE CONTRACTOR’S RESPONSIBILITY TO COORDINATE AND SUBMIT GN-2

UTILITY WORK ASSOCIATED WITHIN THESE CONTRACT DOCUMENTS.

CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETION OF ALL

APPROPRIATELY COORDINATE ALL WORK AS NECESSARY.

DEMARCATION WITH THE PRIVATIZED UTILITY COMPANIES AND

THE CONTRACTOR TO COORDINATE POINT OF OWNERSHIP

PERTAIN DIRECTLY TO THEIR UTILITIES. IT IS THE RESPONSIBILITY OF

PERFORM ALL DEMOLITION AND NEW CONSTRUCTION WORK THAT

AND NATURAL GAS UTILITIES. THE UTILITY SYSTEM OWNERS MUST

SANITARY SEWER UTILITIES. DOMINION ENERGY OWNS THE ELECTRIC

ARE PRIVATELY OWNED. AMERICAN WATER OWNS THE WATER AND

SOME OF THE EXISTING UTILITY SYSTEMS WITHIN THE PROJECT AREA GN-1

GENERAL NOTES:

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

CENTRAL, US SURVEY FEET. NO SURFACE ADJUSTMENT SCALE FACTOR

COORDINATE SYSTEM USED: STATE PLANE, NAD83 4203 TEXAS SN-3B

DESIGN IS IN GRID COORDINATES.

SURFACE ADJUSTMENT SCALE FACTOR WAS APPLIED TO THE SURVEY.

ACOORDINATE SYSTEM USED: WGS84; UTM-14N, US SURVEY FEET. NO SN-3

OR REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

RESULTING IN THE LOSS OF THE CONTROL POINT, WILL BE REPLACED

ANY DAMAGE BY THE CONTRACTOR TO THE CONTROL POINTS

TO CONSTRUCT THE WORK, AT NO EXTRA COST TO THE GOVERNMENT.

CONTRACTOR SHALL PROVIDE ANY ADDITIONAL STAKING AND CONTROL

DESIGN TEAM. CONTRACTOR SHALL PROTECT THESE CONTROL POINTS.

CONTROL POINTS HAVE BEEN ESTABLISHED BY THE ENGINEERING SN-2

DIMENSIONS.

PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS FOR

NOTIFY THE COR OF ANY DISCREPANCIES OR INCONSISTENCIES BEFORE

DATA PROVIDED, AND EXISTING FIELD CONDITIONS. CONTRACTOR SHALL

CONDITIONS THOROUGHLY WITH THE CONTRACT DRAWINGS, SURVEY

THE CONTRACTOR SHALL VERIFY ALL QUANTITIES, DIMENSIONS AND SN-1

SURVEY NOTES:

C-201

DRAWING ABBREVIATIONS: NUMBERING SYSTEM & ANNOTATION SYMBOLS:

CIVIL LEGEND: CIVIL LEGEND:

H E

R N

A N

D E

Z J

R A

Y S

O R

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 FEATURE

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. A-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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S it e D e m o li ti o n P la n .d g n

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C R

-D E

C -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

N O

V A

T E

B N

H Q

B U

SCALE: 1" = 10'-0"

SITE DEMOLITION PLAN

C-101

E D

E M

O L

N P

L A

934.89 935.38 935.94

936.61936.17935.57

937.01936.68936.37

937.89937.52937.15

938.49937.96937.48

938.90938.24937.22

939.05938.42937.55

937.69 938.68 939.22

938.99938.34937.84

938.92938.36937.61

937.42 937.98 938.71

938.36937.81937.31

938.03937.67937.35

938.10937.93937.60

938.65938.41938.24

939.37939.28939.10

939.97939.73939.49

934.87

934.72

940.36

939.69

938.87

938.39

938.77

940.60

939.90

938.99

938.63

939.01

938.64

939.02

939.96

939.14

940.65

938.75

939.22

940.13

939.34

940.74

938.99

939.34

940.21

939.51

940.81

939.82

938.99

939.54

940.01

939.14

939.55 939.75

939.14

939.90 940.05

939.30

939.63

941.47

940.39 940.88

941.62

939.58

939.72

939.67

939.61

939.54

939.08

938.46

937.67

937.24

936.44

937.26

936.65

937.96

938.81

939.50

939.94

939.83

940.02

939.94

939.65

939.81

939.82

939.49

938.93

938.28

937.46

936.73 936.96

937.77

938.40

939.13

939.57

939.90

939.86

939.87

938.76

939.19

936.96

938.08

937.25

937.98

938.90

939.38

939.87

940.14

940.06

939.36

938.76

938.16

937.70 938.17

938.35

939.22

940.08

940.10

939.96

940.15

938.94

938.52 938.83

938.83

939.65

939.95

939.96 940.00

939.72

939.16

938.92

938.84

939.62

939.25

939.02

938.90 939.11

939.07

939.43

939.20

939.13

939.09

939.17

939.09

939.20

939.44

939.31

939.18

939.38

939.35 939.47

939.43

939.27

939.44

939.57

939.85 940.25

940.16

939.85

939.63

939.53

939.49

939.75

939.83

939.84

939.70

939.88

939.65

939.80

939.91

939.81

939.85

940.07

940.17

939.78

939.82

939.97

940.22

939.83

939.71

940.25

941.18

941.90

941.23

941.95

939.89

939.84

940.33

939.89

939.93

940.49

941.35

942.07

939.92

940.06

940.82

941.58

942.23

940.01

940.41

940.96

941.86

942.37

940.40

940.58

941.26

941.67

942.60

940.13 940.48

940.57

941.08

941.50

942.44

943.56 942.85

942.48

941.81

941.40

940.98

940.64

939.94

939.72

939.55

939.54

939.92

939.94

940.19

940.55

940.81

941.16

941.64

942.13

942.66

943.17

939.88

939.78

939.45

939.52

939.74

939.99

940.24

940.59

940.96

941.38

941.68

942.17

943.09

943.43

935.78

935.96

936.37

936.53

936.95

937.09

937.54

937.81 938.55

938.44

939.13

939.02

939.67

939.62

940.24

940.10

935.49

939.58

939.61

938.19

938.15

939.02

939.11

939.35

939.43

939.36

939.52

939.37

939.42

938.12

938.20

936.75

936.80

939.69 939.80

939.72

939.65

941.24

939.93

939.94 939.38

940.21

941.35

939.72

939.66

939.54

939.46

940.46

940.60

940.59

940.69

940.21

940.16

939.39

939.38

939.66

939.60

940.09

940.06

940.64

940.62

941.48

941.46

942.46

942.47

939.40

939.18

939.78

939.68

939.72

939.71

939.89

939.73

939.81

939.75

941.46

940.00

940.11 940.66 941.27 941.47

941.02

941.12

939.33

939.38 g ni eeringDi vi s io n

BM1

BM5

BM6

DEMOLISH TREES AND PLANTER

REMOVE AND DISPOSE OF PAVERS

DEMOLISH FLAG POLE, EQUIPMENT PAD, AND PLANTER.

PAD IN ITS ENTIRETY BACK TO BUILDING.

REMOVE AND DISPOSE OF EQUIPMENT AND EQUIPMENT

REMOVE AND DISPOSE OF SHED.

EXISTING VALVE PIT

NOTES:

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

REMOVAL OF ROOTS AND BRICK/ PAVERS.

OF BUILDING. INCLUDES THE EXCAVATION AND

SHRUBS AND PLANTERS ONLY AROUND PERIMETER

CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL 2.

SURVEY FEET.

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

POINT

BM1

(FT)

EASTING

(FT)

ELEVATION

2016887.99 11306532.28 936.18

(FT)

NORTHING

NOTES

1,2

BM2 2016850.85 11306361.34 940.12 1,2

BM3 2016981.16 11306342.51 942.41 1,2

2017029.86 11306334.88 943.24 1,2BM4

2017072.16 11306514.72 940.39 1,2BM5

COORDINATES SCHEDULE

COORDINATES SCHEDULE NOTES:

BM6 2016932.60 11306536.14 936.41 1,2

CS-2 MAGNETIC NAIL IN CONCRETE.

SURVEY FEET.

CS-1 COORDINATES PROVIDED ARE IN US

KEY NOTES:

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33'-4

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P ro p o s e d S it e P la n .d g n

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C -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

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E B

L O

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H E

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A N

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SCALE: 1" = 10'-0"

PROPOSED SITE PLAN

W W

C-102

P R

O P

O S

E D

E P

L A

937.24 g ni eeringDi vi s io n

BM1

BM5

BM6

"BLACK".

REMOVE ALL PAINT FROM RAILING AND PAINT

PREPARE RAILING TO RECEIVE EXTERIOR PAINT,

SWALE.

IS IN-LINE WITH THE LOCATION OF THE SPIGOT OR

SHEET C-501. ENSURE THE CENTERLINE OF DRAIN

INSTALL SIDEWALK TRENCH DRAIN, PER DETAIL 6

PROPOSED GRAVEL BED.

WITH OR AT A MAXIMUM 1" ABOVE THE TOP OF THE

CONCRETE CAP. ENSURE TOP OF PAD IS FLUSH

INSTALL RISERS AND A NEW DOUBLE CLEANOUT

LOW AREAS WITH IMPORTED SOIL.

METAL LANDSCAPE EDGE AT OUTSIDE EDGE. INFILL

4" GRAVEL BED WITH GEOFABRIC BASE LAYER AND

RECOMMENDATIONS.

SPLIT UNITS PER MANUFACTURERS

CONSTRUCT NEW EQUIPMENT PADS FOR MINI

- LIBERTY FLAGPOLE MODEL: ECX25, SERIES ESR

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

DEEP DRILLED SHAFT FOUNDATION WITH 6-#6

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

CONSTRUCT NEW STAIRS, AND RAILS

CONTRACTOR SHALL PREPARE AREA AND

4'-0"

NOTES:

RE-SOD GRASS WITHIN CONSTRUCTION LIMITS.8.

AND DOWEL TO THE BUILDING.

INSTALL SPLASH BLOCKS AT ALL SPIGOT LOCATIONS 7.

ELEVATE DOWNSPOUT BOOT AT TERRACED AREAS.

DOWNSPOUT BOOTS TO STORM DRAIN SYSTEM.

REMOVE BLOCKAGES AND RECONNECT ALL 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.

KEY NOTES:

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79'-0" 3'-0"

82'-0"

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C -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

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B L

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E B

L O

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H E

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A N

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A D

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

MECHANICAL ROOM ENTRY

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

NORTH ENTRY

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

SOUTH EAST ENTRY

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

NORTH EAST ENTRY

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

TYPICAL CONTROL JOINT

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

TYPICAL EXPANSION JOINT

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

LAP JOINT FOR CONCRETE WORK

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

NEW CONCRETE SIDEWALK

C-501

E T

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g ni eeringDi vi s io n

37011 37011

37011

2'-7" 76'-7" 6'-0"

85'-9"

15'-10"

2'-5"33'-4"2'-4"5'-7"

7" 44'-3"

37011

2'-5"33'-4"2'-4"5'-7"

7" 44'-3"

0'-5 3/4 "

REF: CONC. DETAILS

TYPICAL CONCRETE

ACCORDING TO DRAWINGS.

JOINTS LOCATED

1/4" WIDE TOOLED TRAVERSE

GRADE, COMPACT 95% PROCTOR.

TYPICAL 6" COMPACTED BASE,

OF MAXIMUM DENSITY.

COMPACTED 95%

SUBGRADE MATERIAL

OTHER DETAILS

SIDEWALK REF:

TYPICAL NEW CONCRETE

WARPING DURING FLOATING AND FINISHING.

IN PLACE WITH STEEL PINS TO PREVENT

1/4" BELOW SURFACE AND SHALL BE HELD

WITH 3/8" JOINT FILLER STRIPS, PLACED

EXPANSION JOINTS SHALL BE FORMED

VARIES SEE PLAN

TYPICAL 6" THICKEN EDGE

# 3 BARS @ 16" O.C.E.W

4" THICK CONCRETE WITH

GRADE, COMPACT 95% PROCTOR.

TYPICAL 6" COMPACTED BASE,

6"6"

APPLY JOINT SEALANT

TYPICAL EXISTING CONCRETE

INTO EXISTING CONC.

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

18" NO. 4 DOWEL BAR

EXISTING CONC.

TYPICAL 6" LAP UNDER

REF: CONC. DETAILS.

NEW CONC. WORK

NO. 3 "Z" BAR AT 18" O.C.

SIDEWALK.

1/2" ABOVE EXISTING TOP OF

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C -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

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E B

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T.O.R.

103'-0"

F.F.E.

100'-0"

T.O.S.

98'-3"

T.O.R.

103'-0"

F.F.E.

100'-0"

T.O.S.

98'-3"

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

SOUTH & NORTH EAST ENTRY STAIRS

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

NORTH ENTRY STAIRS

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

FLAG POLE DETAIL

C-502

E T

S I

I g ni eeringDi vi s io n

3'-3"3'-3"1'-11"1'-11"1'-0"

4'-6"1'-11"1'-11"1'-0"

O.C.E.W.

#4 REBAR SPACED 12"

WALL 8 " THICK

TYP. SLAB AND RETAINING

#4 STIRRUP SPACE AT 12"

TWO(3) ON TOP

TWO(3) ON BOTTOM

#4 REBAR

3'-10"3'-6"2'-0"

5'-10"3'-6"2'-0"

SPACED AT 12"

SMOOTH DOWEL

16" LONG #4

SPACED AT 12"

SMOOTH DOWEL

16" LONG #4

O.C.E.W.

#4 REBAR SPACED 12"

WALL 8 " THICK

TYP. SLAB AND RETAINING

#4 STIRRUP SPACE AT 12"

TWO(3) ON TOP

TWO(3) ON BOTTOM

#4 REBAR

SOIL PREPARATION FOR SOIL SUPPORTED FOUNDATION:

CONCRETE AND CONCRETE REINFORCEMENT:

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

G T

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

E A

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H E

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STRUCTURAL FILL UNDER BEAM.

THAN 18 INCHES DEEP. PROVIDE MINIMUM 6 INCHES OF

DEPTH OF THE FOOTING MAY BE REDUCED BUT NOT LESS

WHEN SOLID ROCK IS ENCOUNTERED AT FOOTINGS, THE UF-12

SOIL BEARING CAPACITY - 3000 PSF FOR TOTAL LOAD. UF-11

TAPE.

ROUGH-INS AND SEAL CUTS WITH PRESSURE SENSITIVE

AND TAPE ALL JOINTS. CUT FILM AROUND PIPES AND

WITH TOP LAP PLACED IN DIRECTION OF CONCRETE FLOW

WIDEST PRACTICAL WIDTHS. LAP EDGES OF FILM 6 INCHES

SOFFITS AND SIDES OF BEAMS AND FOOTINGS USING

LAY FILM ON SUBGRADE INCLUDING BEAM AND FOOTING

PROTRUSIONS THAT MAY CAUSE DAMAGE OR RUPTURE FILM.

TOP OF SELECT FILL. SMOOTH SUBGRADE TO PREVENT

PLACE 15 MIL "STEGO WRAP" OR REVIEWED EQUIVALENT ON UF-10

UNSUITABLE SOILS DUE TO RAINFALL OR BY DESICCATION.

CONCRETE. REMOVE ALL LOOSE MATERIALS AND

FINAL COMPACTION AND BEFORE PLACEMENT OF

SHOULD NOT BE PERMITTED IN THE FOOTING HOLES AFTER

DENSITY DETERMINED USING ASTM D698. STANDING WATER

BOTTOM OF HOLES TO AT LEAST 95% OF THE MAXIMUM DRY

PRIOR TO PLACEMENT OF CONCRETE, HAND COMPACT

EXCAVATED FOOTINGS TO MEET PLANNED DIMENSIONS. UF-9

TRENCHING FOR FOOTINGS & BEAMS.

PERFORM ALL EARTHWORK DESCRIBED ABOVE BEFORE UF-8

MAXIMUM DEIMENSION.

CONTAIN STONES LARGER THAN THREE (3) INCHES IN

FREE OF ORGANIC MATERIAL AND DEBRIS, AND SHOULD NOT

(45-75%), #40 (70-90%). THE BASE MATERIALS SHOULD BE

SIEVE SIZE (% PASSING): 2" (0%), 1-3/4" (0-5%), 7/8" (10-35%), #4

CRITERIA:

MATERIAL SHOULD MEET THE FOLLOWING GRADATION

BETWEEN FOUR (4) AND TEN (10) PERCENT. THE BASE

ALL BASE MATERIAL SHALL HAVE A PLASTICITY INDEX (PI) UF-7

PLACED.

PASS TESTING REQUIREMENTS BEFORE A NEW LIFT IS

OPTIMUM. EACH LIFT SHALL NOT EXCEED 6 INCHES AND

SHOULD REACH A MINIMUM AT 95% WITH 100% BEING

THIS SHEET AS SPECIFIED IN NOTE UF-7. ALL COMPACTION

IN OTHER AREAS TO THE MINIMUM DIMENSIONS SHOWN ON

INSTALL BASE MATERIAL ON TOP OF THE BUILDING PAD AND UF-6

LARGER THAN (3) INCHES IN MAXIMUM DIMENSION.

MATERIAL AND DEBRIS, AND SHOULD NOT CONTAIN STONES

THE SELECT FILL MATERIALS SHOULD BE FREE OF ORGANIC

IN THE 2004 TXDOT STANDARD SPECIFICATIONS MANUAL.

ITEM 247, TYPE A, GRADATIONS 1 THROUGH 3 AS SPECIFIED

LIMESTONE SHOULD MEET THE GRADATION CRITERIA FOR

TXDOT STANDARD SPECIFICATIONS MANUAL. THE CRUSHED

TYPE B, GRADES 1 THROUGH 3 AS SPECIFIED IN THE 1993

SHOULD MEET THE GRADATION CRITERIA FOR ITEM 247,

SEVEN (7) AND 20 PERCENT. THE CLAYEY GRAVEL MATERIAL

SOILS SHOULD HAVE A PLASTICITY INDEX (PI) BETWEEN

RECOMMENDATIONS FOR SELECT FILL. ALL SELECT FILL

MEET THE GRADATION AND PLASTICITY INDEX

PIT RUN MATERIALS ARE ALSO ACCEPTABLE PROVIDED THEY

CRUSHED LIMESTONE BASE MATERIAL. LOCALLY AVAILABLE

PLASTICITY SILTY OR SANDY CLAY, CLAYEY GRAVEL, OR

NON-EXPANSIVE (INERT) MATERIALS SUCH AS LOW

SELECT FILL MATERIALS. SELECT FILL SHOULD CONSIST OF UF-5

PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT.

LESS AND MOISTURE CONTENT BETWEEN -2 AND +3

MAINTAIN COMPACTIVE LIFT THICKNESS TO 6 INCHES OR

MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698.

COMPACT THE SELECT MATERIAL TO AT LEAST 95% OF THE

WITH SELECT STRUCTURAL FILL AS SPECIFIED ON NOTE UF-5.

BRING THE BUILDING PADS TO MINIMUM DEPTH OF 6INCH UF-4

D698.

DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM

COMPACT THE SUBGRADE AT LEAST 95% OF THE MAXIMUM

PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT.

INCHES AND COMPACTED BETWEEN OPTIMUM AND +4

THE EXPOSED SUBGRADE SHALL BE SCARIFIED AT LEAST 8 UF-3

CONSTRUCTION EQUIPMENT WEIGHING AT LEAST 15 TONS.

SUBGRADE SHOULD BE PROOF ROLLED WITH APPROPRIATE

SUBGRADE SHALL BE RELATIVELY LEVEL. THE EXPOSED

UNDERNEATH. DO NOT RE-USE MATERIAL. EXPOSED

EXISTING PAVEMENT AND ANY BASE MATERIAL

AT THE AREAS OCCUPIED BY THE BUILDING SLABS, REMOVE UF-2

BUILDING PAD AREAS DURING CONSTRUCTION.

PROVIDE TEMPORARY PROVISION FOR DRAINAGE OF THE UF-1

PLACEMENT UNLESS APPROVED OTHERWISE.

OBSERVED BY THE ENGINEER PRIOR TO CONCRETE

PLACEMENT OF ALL REINFORCING STEEL SHALL BE CN-5

REINFORCING BARS) PRIOR TO PLACING CONCRETE.

CHAIRED AND TIED PER ACI 315 AND CRSI (PLACING

ALL REINFORCING BARS SHALL BE PROPERLY CN-4

315.

SUPPORTS AND SPACERS IN ACCORDANCE WITH ACI

DETAIL REINFORCING BARS AND PROVIDE BAR CN-3

TO ASTM A 615, GRADE 60.

DOMESTIC DEFORMED BILLET STEEL, CONFORMING

ALL CONCRETE REINFORCEMENT SHALL BE NEW CN-2

INSTITUTE.

CONCRETE (ACI 318)", THE AMERICAN CONCRETE

"BUILDING CODE REQUIREMENTS FOR STRUCTURAL

WITH THE CODE APPLICABLE EDITION OF THE

STRUCTURAL CONCRETE SHALL BE IN ACCORDANCE CN-1

PSI

CONCRETE PEDESTAL.........................................4,000

CONCRETE FOOTING...........................................4,000 PSI

SHALL BE AS FOLLOWS:

COMPRESSIVE STRENGTH WHEN TESTED AT 28 DAYS

25% OF CEMENT BY WEIGHT. MINIMUM CONCRETE

MAXIMUM AMOUNT OF FLY ASH SHALL NOT EXCEED

CURING PROCEDURES, OR CURING COMPOUNDS.

CURED FOR A MINIMUM OF 7 DAYS USING MOIST

PRIOR TO PLACEMENT. ALL CONCRETE SHALL BE

TEMPERATURE SHALL NOT EXCEED 90 DEGREES

EXCEED 4 INCHES. PLASTIC CONCRETE

IMPROVE WORKABILITY. MAX. SLUMP SHALL NOT

REQUIREMENTS, AND SHALL BE REQUIRED TO

OTHERWISE. AGGREGATE SHALL MEET ASTM C33

AGGREGATE CONCRETE UNLESS NOTED

CONCRETE SHALL BE NORMAL WEIGHT STONE CN-6

C150, TYPE 1.

PORTLAND CEMENT SHALL CONFORM TO ASTM - CN-9

STRENGTH.

UNTIL CONCRETE HAS REACHED 75% OF DESIGN

NO SUBSEQUENT CONSTRUCTION WILL BE ALLOWED CN-8

SURFACE AREA PLACED EACH DAY.

C. ONCE FOR EACH 5,000 FT^2 OF CONCRETE

PLACED EACH DAY, NOR LESS THAN

B. ONCE FOR EACH 100 YD^3 OF EACH CLASS

LESS THAN

A. ONCE EACH DAY A GIVEN CLASS IS PLACED, NOR

CONCRETE:

FREQUENCY FOR EACH TEST OF EACH CLASS OF

INDEPENDENT TESTING LAB AT THE FOLLOWING

ACCORDANCE WITH ASTM C 31 TO BE TAKEN BY AN

PROVIDE A SET OF FOUR CYLINDERS IN CN-7

TO PLACING CONCRETE AND REINFORCEMENT.

NATURAL GRADE. COMPACT NATURAL GRADE PRIOR

EMBED CONCRETE FOOTINGS 30-IN INTO THE CN-12

INCHES

BARS SMALLER THAN 5/8" IN DIAMETER..........1 1/2

INCHES

BARS 3/4" AND LARGER IN DIAMETER

OF FORMS ARE EXPOSED TO WEATHER OR EARTH:

B.WHERE CONCRETE SURFACES, AFTER REMOVAL

AND PERMANENTLY EXPOSED TO EARTH - 3 INCHES.

MEMBERS IN WHICH CONCRETE IS CAST AGAINST

A. FOOTINGS AND OTHER PRINCIPAL STRUCTURAL

CONCRETE COVER SHALL BE AS FOLLOWS:CN-11

WITHOUT THE SPECIFIC APPROVAL OF THE E.O.R.

TO BEND REINFORCING BARS SHALL BE ALLOWED

NO WELDING OF REINFORCING BARS OR TORCHING CN-10

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FT. CAVAZOS, TEXAS 76544

ENGINEER DR.

BLDG 4612

FORT CAVAZOS

DPW

FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION

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SHEET SIZE: ANSI D

22" x 34"

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S-001

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

FLOOR PLAN

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S g ni eeringDi vi s io n

PREQUALIFIED WELDED JOINTS

BASIC WELD SYMBOLS

BACK

GROOVE OR BUTT

SUPPLEMENTARY WELD SYMBOL

FILLET

SLOT

PLUG

SQUARE V BEVEL U J

BACKING SPACER

CONTOUR

FLUSH CONVEX

FLARE V

TAIL

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

DRAWING ABBREVIATIONS: NUMBERING SYSTEM & ANNOTATION SYMBOLS:

AT (MEASUREMENT)@

ARCHITECTURAL

ARCHITECT, ARCH

ANCHOR BOLTAB

TESTING AND MATERIALS

AMERICAN SOCIETY FOR ASTM

CIVIL ENGINEERS

AMERICAN SOCIETY OF ASCE

INSTITUTE

MERICAN IRON AND STEEL AISIA

STEEL CONSTRUCTION

AMERICAN INSTITUTE OF AISC

INSTITUTE

AMERICAN CONCRETE ACI

ALTERNATEALT

BUILDINGBLDG

BOTTOM OF STEELBOS

BEAMBM

COORDINATECOORD

CONSTRUCTION JOINT

CONTROL OR CJ

CONTINUOUSCONT

CONNECTIONCONN

CONCRETE MASONRY UNITCMU

CONCRETECONC

COLUMNCOL

CLEARCLR

CENTER LINECL

DRAWINGDWG

DIAMETERDIA

DEAD LOADDL

FEETFT

GALVANIZEDGALV

GAUGEGA

HEADED CONCRETE ANCHORHCA

INCH(ES)IN

CODE

INTERNATIONAL BUILDING IBC

KIPK

POUNDLB

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 PEMB

POUNDS PER SQUARE FOOTPSF

POUNDS PER LINEAR FOOTPLF

QUANTITYQTY

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

FILLET WELD, IN

MINIMUM SIZE OF

BEVEL

FLARE

AROUND

ALL

WELD

FIELD

DRAWINGS.

REFERENCE STRUCTURAL

FOR ADDITIONAL SYMBOLS.

NOTES:

THE POINT OF THE FIELD WELD SYMBOL MUST POINT TOWARD THE TAIL.4.

OTHER SIDE SYMBOL

DIMENSIONS OF FILLET WELDS MUST BE SHOWN ON BOTH THE ARROW SIDE AND THE

ARROW AND OTHER SIDE WELDS ARE OF THE SAME SIZE UNLESS OTHERWISE SHOWN. 3.

THE PERPENDICULAR LEG OF WELD SYMBOLS MUST BE AT LEFT.2.

LOCATION OF THE ARROW ALTERS THIS RULE.

LEFT TO RIGHT, ALONG THE REFERENCE LINE. NEITHER ORIENTATION OF REFERENCE NOT

SIZE, WELD SYMBOL, LENGTH OF WELD, AND SPACING MUST READ IN THAT ORDER, FROM 1.

MINIMUM SIZE OF FILLET WELDS

THINNER PART JOINED, IN

MATERIAL THICKNESS OF

TO 1/4" INCLUSIVE

OVER 1/2" TO 3/4"

3/16"

1/4"

5/16"

3/8"OVER 3/4"

NOTES:

FOR LEG DIMENSION OF FILLET WELDS. SINGLE PASS WELDS MUST BE USED.1.

OF COUNTERSINK FOR PLUG WELDS

GROOVE ANGLE; INCLUDED ANGLE

FOR PLUG AND SLOR WELDS

ROOT OPENING; DEPTH OF FILLING

STRENGTH FOR CERTAIN WELDS

DEPTH OF PREPARATION; SIZE OR

OR OTHER REFERENCE

SPECIFICATION, PROCESS,

WELD SIZE

EFFECTIVE GROOVE

DETAIL REFERENCE

BASIC WELD SYMBOL OR

REFERENCE LINE

FINISH SYMBOL

CONTOUR SYMBOL

FIELD WELD SYMBOL

WELD ALL AROUND SYMBOL

CENTER SPACING)

PITCH (CENTER TO

LENGTH OF WELD

[A R

R O

W S

T H

E R

SIDE MEMBER OF JOINT

REFERENCE LINE TO ARROW

ARROW CONNECTING

(1/2)

3/16"

TYP.

(1/2)

3/16"

S-201

STRUCTURAL LEGEND: STANDARD LOCATION OF ELEMENTS OF A WELDING SYMBOL:

ENGINEER OF RECORDEOR

EXPANSION JOINTEJ

EQUALEQ

EACHEA

DENOTES ITEMS FOR DEMOLITION

DISCIPLINE WITH DESINATOR:

SERIES

SHEET NUMBER WITHIN

SERIES NUMBER

NOTE BY SYMBOL

FOR CONTINUATION SEE DWG. S-101

WITH LEADER

NOTE BY SYMBOL

CENTERLINE

NORTH ARROW

SYMBOL

DETAIL INDICATOR

INDICATOR

EXTERIOR ELEVATION

SECTION INDICATOR

MULTIPLE VIEW DESIGNATOR

DEMOLITION, EXISTING, AND PROPOSED

MOMENT BEAM CONNECTION

SIMPLE BEAM CONNECTION

BRACING OR BRIDGING

RECEIVE RED OXIDE PRIMER FINISH

NEW HOT-ROLLED STEEL TO

SECONDARY MEMBER

NEW COLD-FORMED STEEL

HOT-DRIPPED GALVANIZED FINISH

NEW HOT-ROLLED STEEL TO RECEIVE

NEW EXTERIOR TIMBER FRAMED WALL

S - STRUCTURAL

ec to rat eofPublic

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-D E

C -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

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S-002

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T g ni eeringDi vi s io n

OTHER LOADS.

UNLESS SPECIFICALLY NOTED, THERE ARE NO PROVISIONS FOR FUTURE FLOORS, ROOFS OR DL-6

EXPOSURE CATEGORY................................................"B"

ULTIMATE DESIGN WIND SPEED................................120 MPH

RISK CATEGORY...........................................................III

WIND LOADS:DL-5

FLAT ROOF SNOW LOAD, Pf........................................5 PSF

GROUND SNOW LOAD, Pg...........................................5 PSF

SNOW LOAD:DL-4

ROOF LIVE LOADS MAY BE REDUCED.DL-3

*ROOF............................................................................20 PSF

UNIFORM DESIGN LIVE LOAD IS AS FOLLOWS:DL-2

WHICHEVER IS LARGER.

ARE CONSIDERED PERMANENT LOADS. MINIMUM ROOF DEAD LOAD IS 20 PSF OR ACTUAL LOAD

ARCHITECTURAL AND STRUCTURAL ITEMS, AND FIXED SERVICE EQUIPMENT. ALL DEAD LOADS

BUILD-IN PARTITIONS, FINISHED, CLADDING AND OTHER SIMILARLY INCORPORATED

BUILDING, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS, ROOFS, CEILINGS, STAIRWAYS, DEAD LOADS INCLUDE THE WEIGHT OF CONSTRUCTION MATERIALS INCORPORATED INTO THE DL-1

DESIGN LOADS:

SECURED POSITION AT THE END OF EVERY WORKING DAY.

CUTTING OR DEMOLITION PROCESS. THE STRUCTURE MUST BE LEFT IN A STABLE AND

ALL PORTIONS OF THE STRUCTURE MUST BE ADEQUATELY SHORED PRIOR TO ANY SAW SD-4

SUBMITTING SHOP DRAWINGS.

MEMBERS AND REPORT AND DISCREPANCIES TO THE STRUCTURAL ENGINEER BEFORE

SHOWN ON THE DRAWINGS. GENERAL CONTRACTOR IS TO VERIFY ACTUAL LOCATION OF

LOCATION OF JOISTS, BEAMS AND OTHER STRUCTURAL MEMBERS, MAY VARY FROM THAT SD-3

VISITING THE SITE TO VERIFY EXISTING CONDITIONS, LIMITATIONS AND DIFFICULTY INVOLVED.

IN CONTEXT AND IN NO WAY SHALL IT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR

THE INFORMATION AND DATA CONTAINED IN THE DRAWINGS IS ONLY PARTIAL AND SCHEMATIC SD-2

WORK INVOLVED.

WORK, AND IS NOT INTENDED AS THE ONLY MEANS OF DETERMINING THE TOTAL SCOPE OF

PREPARATION AND UNDERSTANDING OF THE SCOPE OF WORK RELATING TO THE DEMOLITION

BUILDING, IS THE BEST AVAILBLE FOR ASSISTING THE GENERAL CONTRACTOR IN THE

THE INFORMATION AND DATA INDICATED IN THE DRAWINGS RELATED TO THE EXISTING SD-1

SHORING AND DEMOLITION:

SHALL BE REPAIRED TO EQUIVALENT OR BETTER CONDITION.

PROTECT ALL REMAINING EXISTING STRUCTURES. ANY DAMAGE TO AN EXISTING STRUCTURE GN-11

TO BE A CHECK OF THE QUALITY OR QUANTITY OF THE WORK.

STRUCTURAL CONTRACT DOCUMENTS. THESE LIMITED SITE OBSERVATIONS ARE NOT INTENDED

DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN ACCORDANCE WITH THE

PERIODIC…

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