AD209883P - Technical Exhibit A - Drawings Rev 1.pdf
PDF 25 MB Posted
- Attached to
- Renovate BLDG 37011 Federal contract opportunity
- Solicitation number
- W9115124B0001
About this file
This document appears to be Technical Exhibit A - Drawings Rev 1 related to Solicitation Number W9115124B0001 for the Renovation of BLDG 37011 at Fort Cavazos. The solicitation is issued by the Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood. The requirement is for contractors to convert an existing structure into a Brigade level headquarters, to be awarded as a firm fixed price (FFP) contract. The drawings provided in this technical exhibit appear to detail the specifications and requirements for the renovation work. No additional details about products, services, response dates, set-asides, or other key information are provided in this specific document.
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Text version
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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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PROJECT NUMBER: AD209883P
REFERENCE TO
REFERENCE FROM
DETAIL NUMBER
C O
V E
R S
H E
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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"
N
W E
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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
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
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W OLD IRONSIDES AVE
W TANK DESTROYER BLVD
W TANK DESTROYER BLVD E TANK DESTROYER BLVD
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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 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
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-503
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-502
E-501
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
LIGHTING DETAILS II
LIGHTING DETAILS 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.
BLDG 4612
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REVISION NUMBER
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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
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CUTTING PLANE
LIMIT OF
NUMBER
VIEW
DRAWING
TEXT
CONTINUATION
MATCHLINE
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ARCHITECTURAL
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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
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UNLESS NOTED OTHERWISEUNO
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V
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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
SCOPE OF WORK INVOLVED.
NOT INTENDED AS THE ONLY MEANS OF DETERMINING THE TOTAL
OF THE SCOPE OF WORK RELATING TO THE DEMOLITION WORK, AND IS
GENERAL CONTRACTOR IN THE PREPARATION AND UNDERSTANDING
TO THE EXISTING BUILDING, IS THE BEST AVAILBLE FOR ASSISTING THE
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
EARTH
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ACOUSTIC
CEILING
HARDLID
CEILING MATERIALS
BE DEMOLISHED
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NEW INSULATED WALL,
ARCH SCHEDULES
NEW WALL, REF
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WALLS
FEATURE
EXISTING
DEMOLITION AND EXISTING
FOR DEMOLITION
DENOTES ITEMS
CONCRETE
CONCRETE
BRICK
MASONRY
MASONRY
UNIT
CONCRETE
STONE
CAST
STEEL
METAL
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SHEET NUMBER
J
H E
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N O
V A
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B N
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B U
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F
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5 6 7 8
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D-101
M
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SCALE: 3/16 = 1'-0"
DEMOLITION PLAN
J
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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.
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
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.
GENERAL NOTES:
CIVIL KEY NOTES:
STRUCTURAL KEY NOTES
PLUMBING KEY NOTES:
ARCHTECTURAL KEY NOTES:
NEEDED.
GRIND SMOOTH FLOOR WHERE CMU WALLS WHERE REMOVED, SELF LEVEL AS 30.
OUTLETS AND RUN 5-FOOT CANDLE TEMPORARY LIGHTING FOR BUILD BACK.
DEMO. USE EXISTING MDP PANEL FOR TEMPORARY POWER, INSTALL 5 GFIC
DISCONNECT AND MAKE SAFE ALL POWER IN BUILDING EXCEPT MDP PANEL FOR 29.
THE WEST SIDE OF VESTIBULE (FEATHER EDGES). APPROXIMATELY 420 SQFT.
APPLY A 1/2" SELF LEVELER TO THE ENTRANCE VESTIBULE AND PART OF OFFICE ON 28.
CONCRETE THEN APPLY UZIN NL 170 LEVELSTAR, AS NEEDED TO MATCH F.F.E.
REMOVE EXISTING FLOORING IN ALL RESTROOMS DOWN TO STRUCTURAL 27.
DEMOLISH ALL PDS AND SIPR DROPS.26.
IN FILL VOIDS WITHIN PERIMETER WALLS WITH GROUT.25.
CONNECTIONS AND EXISTING COLUMN SHALL BE GROUND SMOOTH.
STEEL WT BRACKETS SHALL BE REMOVED BY CUTTING EXISTING WELDED 24.
DEMOLISH ALL EXISTING WINDOWS, FRAMES, AND ASSOCIATED HARDWARE.23.
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 4000 PSI NON-SHRINK GROUT.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.
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.
KEYNOTED.
ALL REMAINING PENETRATIONS SHALL BE GROUT-FILLED UNLESS OTHERWISE
ASSOCIATED RISERS, SHALL BE REMOVED IN THEIR ENTIRETY WHERE POSSIBLE.
ALL DOMESTIC WATER SUPPLY PIPPING THAT IS ACCESSIBLE, AND THE 7.
REMOVE AND DISPOSE OF ALL FURNITURE AND MISC. ITEMS.6.
CEILING FINISHES UP TO THE EXISTING JOIST MEMBERS AND INSULATION.
PLASTER CEILINGS AND ALL ASSOCIATED EQUIPMENT. DEMOLITION INCLUDES ALL
CEILINGS,
REMOVE AND DISPOSE ALL 2’ X 2’ LAY-IN ACOUSTICAL CEILING, HARD LID 5.
AS DOOR STOPS, TRANSITIONS, CONDUIT, OUTLETS, ETC.
O CONCRETE SLAB. DEMOLITION INCLUDES FLOOR MOUNTED EQUIPMENT SUCH
NOT LIMITED TO, SHEET VINYL, VCT, CERAMIC TILE, WOOD FLOORING, ETC) DOWN
BUT
REMOVE AND DISPOSE OF ALL EXISTING FINISH FLOOR MATERIALS (INCLUDES, 4.
OUTLETS, ETC.
PANELING, WALL BOARD, DISPLAYS, WALL BASE, SHELVING, INSULATION, CONDUIT,
WALL
MIRRORS, INTERIOR WINDOWS, FRAMES, CASED OPENINGS, DOORS, GRILLS,
SHALL INCLUDE, BUT NOT LIMITED TO, ANY BULLETIN BOARDS, POSTERS,
REMOVE THE INTERIOR WALLS AS INDICATED IN THIS DRAWING. DEMOLITION 3.
FLOORING.
TECHNICAL EXHIBIT C AND INCLUDE THE ABATEMENT OF AREAS WITH MUTI-LAYER
CONTRACTOR SHALL ABATE ACCORDING TO THE PROVIDED HAZ-MAT SURVEY 2.
STRENGTH OF 5000 PSI.
HIGH-STRENGTH LOW SHRINK GROUT HAVING A MINIMUM COMPRESSIVE
LOCATIONS INDICATED TO BE GROUT-FILLED SHALL BE DONE SO BY USING 1.
OFFICE
CLOSET
120 OFFICE
OFFICE
WOMEN
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CORRIDOR
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OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
CORRIDOR
STORAGE
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CONFERENCE ROOM
OPEN OFFICE/
C1
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A3
A4
A5
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5'-2"
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D
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A5
A3
A3
C1
A5
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P1P1
P1 A1
A5
A2 S2
S2
C1
A5
C1
A6 A5
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A5
A3
A3
A3
A5A5A5
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BLDG 4612
FORT CAVAZOS
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
C H
N
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A L
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H
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A
SHEET SIZE: ANSI D
22" x 34"
A R
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D-201
J
R A
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O R
J
H E
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A N
D E
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SCALE: 3/16" = 1'-0"
WEST ELEVATION
SCALE: 3/16" = 1'-0"
EAST ELEVATION
D E
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TOOTH IN CMU AND BRICK TO MATCH EXISTING
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
PENETRATIONS.
REMOVE TELEPHONE BOX, TOOTH IN OR GROUT FILL ANY
REMOVE BUILDING NUMBER, REFER TO A-201.
ASSOCIATED HARDWARE.
DEMOLISH WINDOWS, FRAMES, SILLS, LINTELS AND ALL
DEMOLISHED VENEER BRICK.
DEMOLISH EXTERIOR LIGHT FIXTURE. TOOTH IN 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
NATURAL GRADE
11'-2"3'-6"8'-4"
"2
2'-11
"2
4'-86'-0"10'-0"1'-10"16'-6"
16'-6"1'-10"10'-0"6'-0""2
4'-8
"2
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"
D
D
D
D
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
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
ASBESTOS.
ABATE ACCORDINGLY, AS-BUILTS INDICATE
PANELS AND INSULATION, SOFFIT, AND BACKING.
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
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BLDG 4612
FORT CAVAZOS
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
C H
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A L
E X
H
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IT
A
SHEET SIZE: ANSI D
22" x 34"
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5 46 1238 7
B
R O
B L
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J
H E
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SCALE: 3/16" = 1'-0"
SOUTH ELEVATION
SCALE: 3/16" = 1'-0"
NORTH ELEVATION
D-202
D E
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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"
D
D
D
D
11 11 11
7 7 3 7
1 1
3 3 7 7 7
1 1
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BLDG 4612
FORT CAVAZOS
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
C H
N
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A L
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H
IB
IT
A
SHEET SIZE: ANSI D
22" x 34"
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SHEET NUMBER
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11+00
CL
SCALE: 1/4" = 1'-0"
FLOOR PLAN
950'-0"
950'-0"
C-001
C
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N
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N
950.00
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
A
B
C
F
I
L
ACCESS CONTROL POINTACP
BUILDINGBLDG
FEETFT
FLOWLINEFL
FIRE HYDRANTFH
FINISH GRADEFG
FINISH FLOORFF
INCHESIN
LINEAR FEETLF
CONTRACTING OFFICERCOR
CONCRETECONC
CLEANOUTCO
M
N
O
P
R
S
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
T
U
X
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
B
C-201
DRAWING ABBREVIATIONS: NUMBERING SYSTEM & ANNOTATION SYMBOLS:
CIVIL LEGEND: CIVIL LEGEND:
J
H E
R N
A N
D E
Z J
R A
Y S
O R
HEALTH REQUIREMENTS MANUAL, USACE EM385-1-1, AND SAFETY REQUIREMENTS OR III CORPS SAFETY OFFICE.
THE WORK CREWS AND PEDESTRIANS DURING ON AND OFF WORK HOURS. SHALL MEET THE REQUIREMENTS PER SAFETY AND
CONTRACTOR SHALL PROVIDE A SAFE PROJECT SITE, SHALL ENSURE ALL SAFETY SIGNS AND BARRIERS ARE PLACED TO PROTECT GN-5
INDIVIDUAL CUSTOMERS.
CONTRACTOR SHALL NOTIFY PLAN UTILITY OUTAGES, "PERMITS" FOR COORDINATION WITH DPW ENGINEERING, C.O.R. AND WITH GN-4
CONTRACTOR SHALL OBTAIN APPROVED DIGGING PERMIT, PRIOR TO ANY EXCAVATION.GN-3
COST TO THE GOVERNMENT.
ADDITIONAL FEES BY PRIVATIZED UTILITY OWNER AND SHALL BE MADE PAYABLE IN FULL BY THE CONTRACTOR AT NO ADDITIONAL
FIRST 30 DAYS OF THE CONTRACT PERIOD OF PERFORMANCE. PAYMENTS MADE AFTER 30 DAYS MAY BE SUBJECTED TO
IT IS THE CONTRACTOR’S RESPONSIBILITY TO COORDINATE AND SUBMIT FULL PAYMENT DIRECTLY TO UTILITY OWNER WITHIN THE GN-2
THE COMPLETION OF ALL UTILITY WORK ASSOCIATED WITHIN THESE CONTRACT DOCUMENTS.
UTILITY COMPANIES AND APPROPRIATELY COORDINATE ALL WORK AS NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE POINT OF OWNERSHIP DEMARCATION WITH THE PRIVATIZED SYSTEM OWNERS MUST PERFORM ALL DEMOLITION AND NEW CONSTRUCTION WORK THAT PERTAIN DIRECTLY TO THEIR UTILITIES.
WATER AND SANITARY SEWER UTILITIES. DOMINION ENERGY OWNS THE ELECTRIC AND NATURAL GAS UTILITIES. THE UTILITY SOME OF THE EXISTING UTILITY SYSTEMS WITHIN THE PROJECT AREA ARE PRIVATELY OWNED. AMERICAN WATER OWNS THE GN-1
GENERAL NOTES:
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 ADJUSTMENT SCALE SN-3B
THE SURVEY. DESIGN IS IN GRID COORDINATES.
ACOORDINATE SYSTEM USED: WGS84; UTM-14N, US SURVEY FEET. NO SURFACE ADJUSTMENT SCALE FACTOR WAS APPLIED TO SN-3
THE CONTROL POINT, WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.
EXTRA COST TO THE GOVERNMENT. ANY DAMAGE BY THE CONTRACTOR TO THE CONTROL POINTS RESULTING IN THE LOSS OF CONTROL POINTS. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL STAKING AND CONTROL TO CONSTRUCT THE WORK, AT NO CONTROL POINTS HAVE BEEN ESTABLISHED BY THE ENGINEERING DESIGN TEAM. CONTRACTOR SHALL PROTECT THESE SN-2
DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS.
DRAWINGS, SURVEY DATA PROVIDED, AND EXISTING FIELD CONDITIONS. CONTRACTOR SHALL NOTIFY THE COR OF ANY THE CONTRACTOR SHALL VERIFY ALL QUANTITIES, DIMENSIONS AND CONDITIONS THOROUGHLY WITH THE CONTRACT SN-1
SURVEY NOTES:
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
A
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
A
A
A
A
A
A
A
A
A ec to rat eofPublic
W o rk s
P R
O J E
C T
M A
N A
G E
R
R E
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IS
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N
D A
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R E
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IS
IO
N
D E
S C
R
IP
T
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N R
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IS
IO
N
D A
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/1
/2
G
A
(4
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A
(4
-1 p p )P ro je c ts
\A D
P -R e n o v a te
\4 .0
D ra w in g s \C
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-S it e
D e m o li ti o n
P la n .d g n
:4
:1
O J E
C T
N U
M B
E R
P R
O J E
C T
T
IT
L E
B R
A N
C H
C H
IE
F
B L
D G
N U
M B
E R
S H
E E
T D
E S
C R
IP
T
BLDG 4612
FORT CAVAZOS
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
C H
N
IC
A L
E X
H
IB
IT
A
SHEET SIZE: ANSI D
22" x 34"
A R
C H
IT
E
C T
U R
A L
T
IT
L E
B L
O C
K
S
IZ
E D x
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IS
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/2
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
E D
B Y
J.
D
A V
IS
C O
N T
R A
C T
N U
M B
E R
SHEET NUMBER
J
H E
R N
A N
D E
Z
M A
Y
R E
N O
V A
T E
B N
H Q
B U
IL
D
IN
G
A D
P
W
W
W
SCALE: 1" = 10'-0"
SITE DEMOLITION PLAN
T
G
G
MH
W
W
W
W
W
W
W
C-101
S
IT
E D
E M
O L
IT
IO
N P
L A
N
N
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
939.07
939.43
939.20
939.13
939.09
939.17
939.09
939.20
939.44
939.31
939.18
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 STAIRS AND RAILING
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:
DEMOLISH ALL BOOT SCRAPPERS.4.
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:
J
R A
Y S
O R
J
H E
R N
A N
D
Z
V
IS
IO
N
N o .1
T O
S O
L
IC
IT
A
T
IO
N -M
A Y
-2
6 1
C
C
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P R
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M A
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N
D A
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R E
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IS
IO
N
D E
S C
R
IP
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IS
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N
D A
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G
A
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A
(4
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\A D
P -R e n o v a te
\4 .0
D ra w in g s \C
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-P ro p o s e d
S it e
P la n .d g n
:4
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O J E
C T
N U
M B
E R
P R
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C T
T
IT
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B R
A N
C H
C H
IE
F
B L
D G
N U
M B
E R
S H
E E
T D
E S
C R
IP
T
BLDG 4612
FORT CAVAZOS
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
C H
N
IC
A L
E X
H
IB
IT
A
SHEET SIZE: ANSI D
22" x 34"
A R
C H
IT
E
C T
U R
A L
T
IT
L E
B L
O C
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D E
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D B
Y
D R
A W
N B
Y
A P
P R
O V
E D
B Y
J.
D
A V
IS
C O
N T
R A
C T
N U
M B
E R
SHEET NUMBER
J
H E
R N
A N
D E
Z
M A
Y
R E
N O
V A
T E
B N
H Q
B U
IL
D
IN
G
A D
P
SCALE: 1" = 10'-0"
PROPOSED SITE PLAN
W
W W
CO
CO
C-102
P R
O P
O S
E D
S
IT
E P
L A
N
937.24 g ni eeringDi vi s io n
BM1
BM5
BM6
WAY)
REPAIR VAULT DOOR (DOOR NOT CLOSING ALL THE
INSTALL NEW EQUIPMENT PAD FOR MINI-SPLITS
"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:
INSTALL NEW BOOT SCRAPPERS AT EACH ENTRANCE11.
REPLACE ALL EXPANSION JOINTS.
PRINT, RE-SEAL CONCRETE. CLEAN OUT AND
POWER WASH SIDEWALKS WITH IN PROJECT FOOT 10.
ACCEPTANCE OF THE PROJECT.
SITE SECURED UNTIL THE GOVERNMENT TAKES
CONTRACTOR SHALL BE REQUIRED TO HAVE THE
04.A.04 FENCING AND WARNING SIGNS). THE
SECURITY CHAIN LINK FENCE (REGULATION 385-1-1,
CONTRACTOR SHALL PROTECT THE SITE WITH A
TO INCLUDE ANY LAYDOWN YARDS. THE
CONTRACTOR SHALL PROTECT THE PROJECT SITE, 9.
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:
S L
O P
E
SLOPE
S L
O P
E
S L
O P
E
SLOPE
S L
O P
E
J
R A
Y S
O R
J
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R N
A N
D E
Z
R E
V
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N
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T O
S O
L
IC
IT
A
T
IO
N -M
A Y
-2
C
C
C
C
C
C
C
C
C
C
6 6
82'-0"
51'-0" 31'-1"
56'-6"
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C H
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B L
D G
N U
M B
E R
S H
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E S
C R
IP
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BLDG 4612
FORT CAVAZOS
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
C H
N
IC
A L
E X
H
IB
IT
A
SHEET SIZE: ANSI D
22" x 34"
A R
C H
IT
E
C T
U R
A L
T
IT
L E
B L
O C
K
S
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J.
D
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IS
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N T
R A
C T
N U
M B
E R
SHEET NUMBER
J
H E
R N
A N
D E
Z
M A
Y
R E
N O
V A
T E
B N
H Q
B U
IL
D
IN
G
A D
P
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
B
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37011 37011
37011
2'-7" 76'-7" 6'-0"
7"
85'-9"
2'-5"33'-4"2'-4"5'-7"
7" 44'-3"
37011
2'-5"33'-4"2'-4"5'-7"
7" 44'-3"
15'-10"
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
6"
6"
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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NOTES:
INTO CONCRETE.
DIPPED GALVANIZED EMBEDDED AND 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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BLDG 4612
FORT CAVAZOS
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
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SHEET SIZE: ANSI D
22" x 34"
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1T.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: 1/2" = 1'-0"
TYPICAL CROSS SECTION DETAIL 5
2'-0"
6"
1'-0"
6"
4'- 0"
SCALE: 3/4" = 1'-0"
SIDEWALK TRENCH DRAIN
T.O.R.
103'-0"
F.F.E.
100'-0"
T.O.S.
98'-3"
SCALE: 3/8" = 1'-0"
FLAG POLE DETAIL
C-502
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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:
NOTE:
ALL CONCRETE SLABS AND RETAINING WALLS SHALL BE 8" THICK
5'-2"
2'-0"
1'-2"
2'-0"
1"
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"0"
SPACED AT 12"
SMOOTH DOWEL
16" LONG #4
2'-4" 4'-6"
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
FLASH COLLAR
SPUN ALUMINUM
(1) 9" CAST ALUMINUM CLEAT
O V
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A L
L L
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G T
H
VINYL COVERS
WITH
(2) SWIVEL SNAPS
HALYARD (#10) POLY
(1) 5/16" DIA.
REVOLVING TYPE
CAST ALUMINUM
TRUCK,
SINGLE SHEAVE
ALUMINUM BALL
5" GOLD ANODIZED
SINGLE SHEAVE TRUCK DETAIL
REVOLVING TRUCK
CAST ALUMINUM BODY
STAINLESS STEEL BALL BEARINGS
NYLON SHEAVE
CAST ALUMINUM SPINDLE
6"
2'-1"
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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
INS AND SEAL CUTS WITH PRESSURE SENSITIVE TAPE.
AND TAPE ALL JOINTS. CUT FILM AROUND PIPES AND ROUGH-
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
TO RAINFALL OR BY DESICCATION.
REMOVE ALL LOOSE MATERIALS AND UNSUITABLE SOILS DUE
FINAL COMPACTION AND BEFORE PLACEMENT OF CONCRETE.
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
TESTING REQUIREMENTS BEFORE A NEW LIFT IS PLACED.
OPTIMUM. EACH LIFT SHALL NOT EXCEED 6 INCHES AND PASS
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
SELECT FILL MATERIALS SHOULD BE FREE OF ORGANIC
IN THE 2004 TXDOT STANDARD SPECIFICATIONS MANUAL. THE
ITEM 247, TYPE A, GRADATIONS 1 THROUGH 3 AS SPECIFIED
LIMESTONE SHOULD MEET THE GRADATION CRITERIA FOR
STANDARD SPECIFICATIONS MANUAL. THE CRUSHED
B, GRADES 1 THROUGH 3 AS SPECIFIED IN THE 1993 TXDOT
SHOULD MEET THE GRADATION CRITERIA FOR ITEM 247, TYPE
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
SELECT STRUCTURAL FILL AS SPECIFIED ON NOTE UF-5.
BRING THE BUILDING PADS TO MINIMUM DEPTH OF 6" WITH 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
EQUIPMENT WEIGHING AT LEAST 15 TONS.
PROOF ROLLED WITH APPROPRIATE CONSTRUCTION
RELATIVELY LEVEL. THE EXPOSED SUBGRADE SHOULD BE
DO NOT RE-USE MATERIAL. EXPOSED SUBGRADE SHALL BE
EXISTING PAVEMENT AND ANY BASE MATERIAL UNDERNEATH.
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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BLDG 4612
FORT CAVAZOS
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
C H
N
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H
IB
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A
SHEET SIZE: ANSI D
22" x 34"
A R
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SCALE: 3/16" = 1'-0"
UNPAVED CHANNEL CROSS SECTION (TYP.)
g ni eeringDi vi s io n
UNPAVED CHANNEL GENERAL NOTES:
1- INSTALL CLASS 2, TYPE H "FLEXIBLE CHANNEL LINER" IN ACCORDANCE WITH
TSDHSB, 2014 (ITEM 169) TO BE PAID UNDER OEPS-19, LINE ITEM 115.8
2- INSTALL TOPSOIL WITH SEEDING IN ACCORDANCE WITH SECTION 114
(LINE ITEM 114, OEPS-19 CONTRACT SPECIFICATIONS.
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VARIES
HYDROSEEDING AND CHANNEL LINERS (REFER TO NOTES 1 & 2)
3H:1V
FINE GRADE & COMPACT FINE GRADE & COMPACT
EXISTING GRADE
PROPOSED GRADE
C
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BLDG 4612
FORT CAVAZOS
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
C H
N
IC
A L
E X
H
IB
IT
A
SHEET SIZE: ANSI D
22" x 34"
A R
C H
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SHEET NUMBER
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S-001
SCALE: 1/4" = 1'-0"
FLOOR PLAN
B
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PREQUALIFIED WELDED JOINTS
BASIC WELD SYMBOLS
BACK
GROOVE OR BUTT
SUPPLEMENTARY WELD SYMBOL
FILLET
SLOT
OR
PLUG
SQUARE V BEVEL U J
BACKING SPACER
CONTOUR
FLUSH CONVEX
FLARE V
TAIL
A
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
B
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
B
BUILDINGBLDG
BOTTOM OF STEELBOS
BEAMBM
C
COORDINATECOORD
CONSTRUCTION JOINT
CONTROL OR CJ
CONTINUOUSCONT
CONNECTIONCONN
CONCRETE MASONRY UNITCMU
CONCRETECONC
COLUMNCOL
CLEARCLR
CENTER LINECL
D
DRAWINGDWG
DIAMETERDIA
DEAD LOADDL
E
F
FEETFT
G
GALVANIZEDGALV
GAUGEGA
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HEADED CONCRETE ANCHORHCA
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