Technical Exhibit A - Drawings.pdf
PDF 22 MB Posted
- Attached to
- Renovate BLDG 37011 Federal contract opportunity
- Solicitation number
- W9115124B0001
About this file
This document is Technical Exhibit A - Drawings, which contains drawings related to the federal contract opportunity for the renovation of Building 37011 at Fort Cavazos.
The solicitation, numbered W9115124B0001, is for a firm fixed price (FFP) contract to convert an existing structure into a Brigade-level headquarters. The work must be completed in strict accordance with all the terms and conditions, special contract requirements, specifications, drawings, attachments and exhibits within the contract or as incorporated by reference. The contracting agency is the Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood.
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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
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LEGEND
CLEER CREEK
THE COURSES OF
NEW RAIL HEAD
COLLEGE
CENTRAL TEXAS
III CORPS
HOSPITAL
CARL R. DARNALL
PUBLIC WORKS
DIRECTORATE OF
PROJECT SITE
SYMBOL
SHOEMAKER
TANK TRAIL
BLOCK PLAN
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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PATTON
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W OLD IRONSIDES AVE
W TANK DESTROYER BLVD
W TANK DESTROYER BLVD E TANK DESTROYER BLVD
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CENTRAL DR
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W IVY DIVISION RD
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TURKEY RUN RD
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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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FLOOR PLAN
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(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
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NUMBER
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AMERICAN SOCIETY FOR ASTM
CIVIL ENGINEERS
AMERICAN SOCIETY OF ASCE
INSTITUTE
AMERICAN IRON AND STEEL AISI
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AMERICAN INSTITUTE OF AISC
INSTITUTE
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REINFORCEMENTREINF
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T
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TOP OF BEAMTOB
UNLESS NOTED OTHERWISEUNO
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UNIFORM FACILITIES UFC
V
VERTICALVERT
V
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
EARTH
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ACOUSTIC
CEILING
HARDLID
CEILING MATERIALS
BE DEMOLISHED
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NEW INSULATED WALL,
ARCH SCHEDULES
NEW WALL, REF
TO REMAIN
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WALLS
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FOR DEMOLITION
DENOTES ITEMS
CONCRETE
CONCRETE
BRICK
MASONRY
MASONRY
UNIT
CONCRETE
STONE
CAST
STEEL
METAL
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BLDG 4612
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FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
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N
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SHEET NUMBER
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1 2 3 4
5 6 7 8
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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.
B
R O
B L
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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.
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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
N
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A
SHEET SIZE: ANSI D
22" x 34"
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D-201
J
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SCALE: 3/16" = 1'-0"
WEST ELEVATION
SCALE: 3/16" = 1'-0"
EAST ELEVATION
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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
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
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
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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
N
IC
A L
E X
H
IB
IT
A
SHEET SIZE: ANSI D
22" x 34"
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5 46 1238 7
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SCALE: 3/16" = 1'-0"
SOUTH ELEVATION
SCALE: 3/16" = 1'-0"
NORTH ELEVATION
D-202
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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
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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
N
IC
A L
E X
H
IB
IT
A
SHEET SIZE: ANSI D
22" x 34"
A R
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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
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950.00
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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
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:
J
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
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
V
IS
IO
N
D A
T E
R E
V
IS
IO
N
D E
S C
R
IP
T
IO
N R
E V
IS
IO
N
D A
T E
/2
/2
G
E N
G \P
R O
J E
C T
S \A
D P
R e n o v a te
B N
H Q
B \4
.0
D ra w in g s \C
-1
S it e D e m o li ti o n P la n .d g n
:5
:0
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
-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
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
[T
IT
L
E B
L O
C K
R E
V
IS
IO
N
R
E V
IS
IO
N D
A T
E
/3
/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
A D
P
R E
N O
V A
T E
B N
H Q
B U
IL
D
IN
G
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 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:
J
R A
Y S
O R
J
H E
R N
A N
D
Z
C
C
37011
"8
33'-4
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T
M A
N A
G E
R
R E
V
IS
IO
N
D A
T E
R E
V
IS
IO
N
D E
S C
R
IP
T
IO
N R
E V
IS
IO
N
D A
T E
/2
/2
G
E N
G \P
R O
J E
C T
S \A
D P
R e n o v a te
B N
H Q
B \4
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D ra w in g s \C
-1
P ro p o s e d S it e P la n .d g n
:5
:0
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
-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
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
[T
IT
L
E B
L O
C K
R E
V
IS
IO
N
R
E V
IS
IO
N D
A T
E
/3
/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
A D
P
R E
N O
V A
T E
B N
H Q
B U
IL
D
IN
G
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
"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:
J
R A
Y S
O R
J
H E
R N
A N
D E
Z
C
C
C
C
C
C
C
C
C
C
79'-0" 3'-0"
82'-0"
"2
37011 ec to rat eofPublic
W o rk s
P R
O J E
C T
M A
N A
G E
R
R E
V
IS
IO
N
D A
T E
R E
V
IS
IO
N
D E
S C
R
IP
T
IO
N R
E V
IS
IO
N
D A
T E
/2
/2
G
E N
G \P
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J E
C T
S \A
D
P
R e n o v a te
B N
H Q
B
\4 .0
D ra w in g s \C
-5
C iv il D e ta il s I d g n
:5
:0
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
-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
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
[T
IT
L
E B
L O
C K
R E
V
IS
IO
N
R
E V
IS
IO
N D
A T
E
/3
/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
A D
P
R E
N O
V A
T E
B N
H Q
B U
IL
D
IN
G
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
C
IV
IL
D
E T
A
IL
S I
NN
NN
g ni eeringDi vi s io n
37011 37011
37011
2'-7" 76'-7" 6'-0"
7"
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
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
B
R O
B L
E S
J
H E
R N
A N
D E
Z
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C ec to rat eofPublic
W o rk s
P R
O J E
C T
M A
N A
G E
R
R E
V
IS
IO
N
D A
T E
R E
V
IS
IO
N
D E
S C
R
IP
T
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N R
E V
IS
IO
N
D A
T E
/2
/2
G
E N
G \P
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J E
C T
S \A
D
P
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B N
H Q
B
\4 .0
D ra w in g s \C
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d g n
:5
:0
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
-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
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
[T
IT
L
E B
L O
C K
R E
V
IS
IO
N
R
E V
IS
IO
N D
A T
E
/3
/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
A D
P
R E
N O
V A
T E
B N
H Q
B U
IL
D
IN
G
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
C
IV
IL
D
E T
A
IL
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
H
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
6"
2'-1"
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C
C
C
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
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
T E
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SHEET SIZE: ANSI D
22" x 34"
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S-001
SCALE: 1/4" = 1'-0"
FLOOR PLAN
B
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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
OR
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
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
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
ID
E
[O
T H
E R
S
ID
E
SIDE MEMBER OF JOINT
REFERENCE LINE TO ARROW
ARROW CONNECTING
(1/2)
3/16"
TYP.
(1/2)
3/16"
P
L
P
L
F
A
R
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
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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
N
IC
A L
E X
H
IB
IT
A
SHEET SIZE: ANSI D
22" x 34"
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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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