Tech_Exhibit_B_-_Drawings_AMC007025P-_REVISED.pdf
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- Construct Railroad Jack Pads Federal contract opportunity
- Solicitation number
- W91151-16-B-0016
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Tech Exhibit B - Drawings REVISED
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| File | Type | Posted |
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| Abstract_of_Bids_16-B-0016_Ft_Hood_12_Sep_2016.pdf | ||
| W91151-16-B-0016_P0002.pdf | ||
| 16-B-0016_RFI_Response_11Aug2016.pdf | ||
| W91151-16-B-0016-0001.pdf | ||
| Tech_Exhibit_B_-_Drawings_AMC007025P.pdf | ||
| Attachment_1_-Appendix_A_01-11-2016.pdf | ||
| W91151-16-B-0016.pdf | ||
| Tech_Exhibit_A_-_Specifications_AMC007025P.pdf |
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SHEET
N
1"=400’
INDEX OF DRAWINGS
HWY 84
HWY 84
HWY 36
F .M
RES.BD.
RES.BD.
R E S . B
D
RES. BD.
R E
S .B
D
KILLEEN
CANTONMENT
AREA
WEST
FORT
HOOD
GATESVILLE
NORTH
FORT
HOOD
RESERVATION
BELTON
LAKE
COPPERAS
COVE
HWY190
HWY190
FORT HOOD AREA MAP
O L
D G
E O
R G
E T
O W
N R
D
E A
S T R
A N
G E R
D
N O
LA
N R
D
FORT HOOD
W E S
T R
A N
G E R
D
C L
A R
K E R
D
H W
Y
35 37
LOCATION
PROJECT
LAREDO
CORPUS
CHRISTI
HOUSTON
AUSTIN
KILLEEN
WACO
FORT WORTH DALLAS
FORT
SMITH
OKLAHOMA
CITY
TULSA
AMARILLO
ALBUQUERUE
SANTA FE
VICINITY MAP
LOUISIANA
MEXICO
MEXICO
TEXAS
ARKANSAS
NEW
MEXICO
ELPASO
OKLAHOMA
GULF OF
SAN ANTONIO
FORT HOOD
WICHITA FALLS
N
SCALE IN MILES
1/2 1
FORT HOOD MILITARY RESERVATION
N
0 100 200
SCALE IN MILES
N
0 5 10
SCALE IN MILES
NORTH SYMBOL
GENERAL SYMBOLS
REVISION NUMBER
DETAIL NUMBER
REFERENCE FROM
REFERENCE TO
C O
V E
R S
H E
E T
FORT HOOD,TEXAS
FORT HOOD DIRECTORATE OF PUBLIC WORKS-ENGINEERING DIVISION
NOTE BY SYMBOL
SHEET DESCRIPTION
A
A
N
BUILDING LEGEND (POINTS OF INTEREST)
PROJECT SITE
BUILDING 4612 (DIRECTORATE OF PUBLIC WORKS)
DARNALL ARMY HOSPITAL
III CORPS HEADQUARTERS
MAIN CANTONMENT AREA
W E S T R
A N
G E R
D
MONTAGUE VILLAGE
VILLAGEII
COMANCHE
CENTRAL DR
LANDFILL
FT.HOOD
W R
A T
T E
N
PATTON
PARK
BATTALION
NORTH
761ST
NORTH
WALKER VILLAGE
HOOD
ARMY
AIRFIELD
HILLIARD
CENTRAL
TEXAS
COLLEGE
HEIGHTS
WEST
FT.HOOD
VILLAGEIII
MURPHY
TURKEYRUN
T
H
N D
H W
Y
T
H
R
D
M U
R P
H Y
T
H
M A
R T
IN
62ND
WAINWRIGHT
TO
VILLAGEI
COMANCHE
T
H
T
H
LIBERTY VILLAGE
OLD IRONSIDES
BATTALION AVE
HELL ON WHEELSC
L
A R
K E R
O A
D C
L A
R K
E R
O A
D
C L E
A R C
R E
E K
US HIGHWAY 190
HELL ON WHEELS
OLD IRONSIDES
WARRIOR WAY
BUSINESS ROUTE 190
US HIGHWAY 190
PERSHING PARK
VENABLE VILLAGE
CHAFFEE VILLAGE
US HIGHWAY 190
RAIL HEAD
McNair Village
TANK DESTROYER RD
COPPERAS COVE RD
WEST RANGE RD
Santa Fe Av e
WAREHOUSE AVE
DESTROYER RD
TANK
COPP
ERAS
COVE
RD
O L
D G
E O
R G
R T
O W
N R
D
TURKEYRUN
C L E
A R C
R E
E K
T
H
EAST
R
AN
G E
R D
NORTH NOLAN RD
WEST RANCIER AVE
SOUTH RANGE RD
F T H
O O
D S
T
T .J
M
IL
L S B
L V
D
PROJECT NO: AMC007025P
G
G
CONSTRUCT RAILROAD JACK PADS
G-101
SLAB DETAILS IIC-504
C-503 SLAB DETAILS
PROPOSED SECTION DETAILSC-502
GENERAL NOTES AND SLAB DETAILSC-501
PLAN VIEW AT TRACKSC-201
SITE PLAN - IMPROVEMENTSC-103
SITE PLAN - IMPROVEMENTSC-102
SITE PLAN - EXISTINGC-101
COVER SHEETG-101
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E O
F
A B C D E F
D a te
D e s c ri p ti o n
DPW
FORT HOOD TEXAS
n oi sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
D
A T
E
T
IM
E
F
IL
E L
R A
IL
R O
A D J
A C
K P
A D
S C
O N
S T
R U
C T
AMC007025P
A
M U
N O
Z
A
M U
N O
Z -A
U G -2
TRACK 11
TRACK 12
TRACK 10
TRACK 9
TRACK 8
TRACK 7
TRACK 6
TRACK 5
TRACK 4
TRACK 3
LO
A
DI
N
G
DO
CK
TRACK 2
TRACK 1
N E
W R
A
IL
H E
A D D
R
IV
E
89240
89260
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
D
A T
E
T
IM
E
F
IL
E L
R A
IL
R O
A D J
A C
K P
A D
S C
O N
S T
R U
A
M U
N O
Z
A
M U
N O
Z -A
U G -2
LEGEND:
W
WCO
G
F
T
ST
R
EXISTING TELECOMMUNICATION MANHOLE
EXISTING WASTEWATER VALVE
EXISTING WASTEWATER MANHOLE
EXISTING WASTEWATER CLEANOUT
EXISTING SANITARY SEWER EQUIPMENT
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING WATER METER
EXISTING GAS VALVE
EXISTING GAS REGULATOR
EXISTING COMMUNICATIONS PEDESTAL
EXISTING ELECTRIC METER
EXISTING RISER
EXISTING TRANSFORMER - POLE MOUNTED
EXISTING POWER POLE
EXISTING LIGHT POLE
EXISTING FENCE LINE
EXISTING WATER LINE
EXISTING TELECOMMUNICATION DUCTBANK
EXISTING STORM DRAIN LINE
EXISTING SANITARY SEWER LINE
EXISTING GAS LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING OVERHEAD COMMUNICATIONS LINE
F
F
F
E
TRACK 12
TRACK 11
TRACK 9
TRACK 10
TRACK 8
TRACK 7
TRACK 6
TRACK 5
TRACK 4
TRACK 3
SCALE: 1" = 40’
SCALE (FEET)
0 40 8020
N
S
IT
E P
L A
N E
X
IS
T
IN
G
SITE PLAN - EXISTING
C-101
TRACK 2
TRACK 1
EXISTING DOCK
E
SCALE: 1" = 40’
SCALE (FEET)
0 40 8020
N
SITE PLAN - IMPROVEMENTS
S
IT
E P
L A
N I
M P
R O
V E
M E
N T S
40’-0"
15’-0" 15’-0"
220’-0"
TRACK 10
TRACK 9
TRACK 8
TRACK 7
TRACK 6
TRACK 5
TRACK 4
TRACK 3
TRACK 2
TRACK 1
C-102
TRACK 12
TRACK 11
EXISTING DOCK
C
C
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
D
A T
E
T
IM
E
F
IL
E L
R A
IL
R O
A D J
A C
K P
A D
S C
O N
S T
R U
A
M U
N O
Z
A
M U
N O
Z -A
U G -2
912.75913
.2
.5
.5
.7
.5
4.
4.
915 9
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
D
A T
E
T
IM
E
F
IL
E L
R A
IL
R O
A D J
A C
K P
A D
S C
O N
S T
R U
A
M U
N O
Z
A
M U
N O
Z -A
U G -2
912.75
.2
.5
.5
.7
.5
4.
4.
915 9
SCALE (FEET)
0 40 8020
N
SITE PLAN - IMPROVEMENTS
S
IT
E P
L A
N I
M P
R O
V E
M E
N T S
NOTES:
15’-0"
14’-11 1/8 "
70’-0"
70’-0"
TRACK #12
TRACK #11
EXISTING TRACK
EXISTING TRACK
TYPICAL
C-103
15’-0"40’-0"15’-0"
15’-0"40’-0"15’-0"
SCALE: 1"=40’
SHEETS C-201, C-501 AND C-502 FOR DETAILS.
RAMPS ON EXISTING RAIL TRACKS. REFER TO
INSTALL NEW REINFORCED CONCRETE SLABS, AND 1.
C-201
C
C
TYPICAL SLAB PLAN VIEW
SCALE: 1/2" = 1’
20 4
SCALE (FEET)
C
C
C
P L
A N V
IE
W A
T T
R A
C K
S
TYP.
C
T Y
P
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
D
A T
E
T
IM
E
F
IL
E L
R A
IL
R O
A D J
A C
K P
A D
S C
O N
S T
R U
A
M U
N O
Z
A
M U
N O
Z -A
U G -2
T Y
P
E X
IS
T
IN
G R
A
IL
E X
IS
IT
N G R
A
IL
5’-0" 7’-0"
A D J
A C
E N
T T
O R
A M
P
E X
T E
R
IO
R S
L A
B
R
M P S
L A
B
S L
IN
E R
M E
D
IA
S L
X
T E
R
IO
R
T Y
P
E X
IS
T
IN
G R
A
IL
E X
IS
IT
N G R
A
IL
A D J
A C
E N
T T
O R
A M
P
E X
T E
R
IO
R S
L
A
L L E
D G
E S
O .C
M E
T A
L S
T U
L
X
X /4 W
IT
H "X
/2
S T
E E
L A
N G
L E
O N A
L L E
D G
E S
O .C
M E
T A
L S
T U
D S
L
X
X /4 W
IT
H "X
/2
S T
E E
L A
N G
L E
R A
M P S
L A
B
T Y
P
12’-0"
0’-3"0’-3"
0’-4"
4’-0"
0’-4"0’-3"
0’-4"
15’-0"
0’-4"0’-3"
0’-4"
4’-0"
0’-4"0’-3"
0’-4"
12’-0"
5’-0"7’-0"
1.
NOTES:
REQUIREMENTS.
SLAB THICKNESS AND REINFORCEMENT
SEE CROSS SECTION DETAILS FOR
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
D
A T
E
T
IM
E
F
IL
E L
R A
IL
R O
A D J
A C
K P
A D
S C
O N
S T
R U
A
M U
N O
Z
A
M U
N O
Z -A
U G -2
SCALE: NTS
BEAM TO EXTERIOR BEAM INTERSECTION
CORNER BAR DETAIL AT INTERIOR
FROM INTERSECTING BEAM BARS
PLACE SECOND STIRRUP 2"
SLAB
BARS
END OF BEAM
STIRRUP AT
PLACE FIRST
DETAILS, TYP.)
(REF. NOTES/
BEAM BARS
DETAILS, TYP.)
(REF. NOTES/
BEAM STIRRUPS
LENGTHS EQUAL TO 40 BAR DIAMETERS
BE SAME SIZE AS BEAM BARS WITH LEG
TOP AND TWO AT BOTTOM. BARS TO
(4) CORNER BARS, PLACE TWO AT
AT EXTERIOR BEAM
#4 BAR @ 12" O.C.
SCALE: NTS
BEAM TO PROTRUDING CORNER
CORNER BAR DETAIL AT EXTERIOR
BARS
FROM INTERSECTING BEAM
PLACE SECOND STIRRUP 2"
SLAB
DETAILS, TYP.)
(REF. NOTES/
BEAM STIRRUPS
DETAILS, TYP.)
(REF. NOTES/
BEAM BARS
BARS
END OF BEAM
STIRRUP AT
PLACE FIRST
BAR DIAMETERS.
LENGTHS EQUAL TO 40
AS BEAM BARS WITH LEG
BARS TO BE SAME SIZE
AND ONE AT BOTTOM.
PLACED ONE AT TOP
(2) CORNER BARS,
AT EXTERIOR BEAM
#4 BAR @ 12" O.C.
BEAM BARS AND TIED TO STIRRUPS
BE TIED. BAR TO BE SAME SIZE AS
BAR, WHERE CORNER BARS CAN
BEAM, PROVIDE A HORIZONTAL
SHALLOWER THAN EXTERIOR
WHEN INTERIOR BEAM IS
4.0’
O.C.E.W
#8 @ 12"
THICKNESS
MIN.
BARS
SLAB
15’
SLABS
"W"
ACCORDANCE WITH THE FOLLOWING TABLE:
SLAB THICKNESS AND ALL REINFORCING STEEL SHOULD BE IN
"L"
O.C.E.W
#8 @ 12" 8"
SLAB TABLE
SLAB
INTERMEDIATE
BEAM
EXTERIOR
BEAM
INTERIOR
12"
12"
18" (2) - #7 18" O.C.
#3 @
BTM. BARS
TOP &
STIRRUPS
24" O.C.
#3 @
(2) - #712"
BEAMS
BEAM TABLE
"W" "D"
ACCORDANCE WITH THE FOLLOWING TABLE:
GRADE BEAM SIZE, SLAB THICKNESS AND ALL REINFORCING STEEL SHOULD BE IN
15’ 8" O.C.E.W
#8 @ 12"
C
C
D. CONSTRUCTION
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DROP AREAS, SAW-CUT JOINTS, EMBEDDED ITEMS, AND
INSERTS, PRIOR TO THE START OF FOUNDATION CONSTRUCTION.
2. WHERE NECESSARY, THE EXPOSED SUBGRADE SHOULD BE REPAIRED. SCARIFY AT LEAST 8 INCHES
AND COMPACT BETWEEN OPTIMUM AND +/- 4 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT.
COMPACT THE SUBGRADE AT LEAST 95% OF THE MAXIMUM DRY DENSITY DETERMINED
IN ACCORDANCE WITH ASTM D698.
3. BRING THE CONCRETE SLAB TO EVEN WITH ADJACENT TRACK (SEE DETAIL) WITH SELECT STRUCTURAL
FILL AS NOTED IN B-5. COMPACT THE SELECT MATERIAL TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY
AS DETERMINED BY ASTM D698. MAINTAIN COMPACTIVE LIFT THICKNESS TO 6 INCHES OR LESS AND
MOISTURE CONTENT BETWEEN -2 AND +3 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT.
GENERAL NOTES:
BEAMS.
4. EXCAVATE BEAM TRENCHES TO MEET PLANNED DIMENSIONS. PRIOR TO PLACEMENT OF CONCRETE, DETERMINED USING ASTM D698. STANDING WATER SHOULD NOT BE PERMITTED IN THE BEAM TRENCHES
AFTER FINAL COMPACTION AND BEFORE PLACEMENT OF CONCRETE. REMOVE ALL LOOSE MATERIALS AND
UNSUITABLE SOILS DUE TO RAINFALL OR BY DESICCATION.
5. CONTRACTOR SHALL REMOVE ANY STANDING WATER AND DEBRIS FROM BEAMS EXCAVATIONS PRIOR
TO CONCRETE PLACEMENT.
MOVEMENT DURING PLACEMENT OF CONCRETE. REINFORCEMENT SHALL BE SUPPORTED WITH PLASTIC
CHAIRS OR BOLSTERS, UNLESS APPROVED OTHERWISE, AND SHALL BE TIED AT EVERY OTHER
INTERSECTION.
THE LARGER BAR.
BE PROVIDED AT EACH EXTERIOR (PERIPHERAL) BEAM CORNER.
AT BOTTOM SHALL BE PROVIDED AT EACH INTERIOR BEAM TO EXTERIOR BEAM INTERSECTION.
REFERENCE PROVIDED DETAILS.
WITHOUT PRIOR APPROVAL OF THE ENGINEER, OR IF BEDROCK IS ENCOUNTERED THE BEAM DEPTH CAN
BE REDUCED TO A MINIMUM OF 14 INCHES.
PROVIDED FOR ALL BEAM REINFORCING STEEL AND SLAB REINFORCEMENT SHALL HAVE MINIMUM 1
‰INCHES OF TOP COVER, UNLESS NOTED OTHERWISE
PREVENT FORMATION OF SHRINKAGE CRACKS.
EXERCISE CARE DURING THE POUR TO PREVENT THE FORMATION OF COLD JOINTS IN THE SLAB OR
E. CONCRETE TESTING:
THE CONCRETE CYLINDER AND CONCRETE SLUMP TESTS SHALL BE PERFORMED BY AN INDEPENDENT, QUALIFIED, MATERIAL TESTING LABORATORY. FOR TESTING, A SET OF THREE (3) CYLINDERS FOR EACH
DAY’S CONCRETE POUR OR FOR EACH 75 CUBIC YARDS OF CONCRETE SHALL BE PREPARED. ONE
CYLINDER SHALL BE TESTED AT SEVEN DAYS AND ONE AT 28 DAYS. THE THIRD WILL BE TESTED AT THE
DISCRETION OF THE ENGINEER, ONLY IF THE TWENTY EIGHT DAY TEST STRENGTH DOES NOT MEET
SPECIFICATIONS. SUBMIT THE THIRD, UNTESTED CYLINDER AND COPIES OF THE TEST RESULTS FROM
THE FIRST AND SECOND CYLINDER TO THE COR.
8" O.C.E.W
#8 @ 12"
SLAB
EXTERIOR 15’
SLAB
RAMP
7’-0" 15’-0"
TO RAMP
ADJACENT
SLAB
EXTERIOR
5’-0" 15’-0"
COMPACT BOTTOM OF BEAM TRENCHES TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY
DOWN AND AWAY FROM THE EDGE OF THE SLAB.
4. PROVIDE POSITIVE DRAINAGE AWAY FROM THE SLAB PERIMETER. THE GROUND SHOULD BE SLOPED
BELOW.
OTHER UNSUITABLE MATERIALS SHALL BE REPLACED WITH SELECT BACKFILL AND COMPACTED AS NOTED
WEIGHING AT LEAST 15 TONS. ALL POCKETS OF SOFT CLAY, ORGANIC MATERIALS, WET MATERIALS, AND
CONSTRUCTION AREA SHOULD BE PROOFROLLED WITH APPROPRIATE CONSTRUCTION EQUIPMENT
UNDERFLOOR FILL. EXPOSED SUBGRADE SHALL BE RELATIVELY LEVEL. THE EXPOSED SUBGRADE IN THE
3. AT THE ENTIRE AREA OCCUPIED BY THE SLAB AND APRON, REMOVE TOPSOILS. DO NOT USE FOR
FROM SLABS AND BEAMS AFTER CONSTRUCTION.
WEATHER AND KEEP STORM WATER PUMPED OUT. PROVIDE PERMANENT GRADING AND DRAINAGE AWAY
NATURAL MOISTURE LEVEL PRIOR TO PLACEMENT OF BASE MATERIAL. KEEP MOIST DURING DRY
2. PRECAUTIONS SHALL BE TAKEN TO PROTECT OPEN EXCAVATIONS FROM EXCESSIVE OR GAIN IN
NOTIFIED TO DO SO.
SOIL OR WATER CONDITIONS THAT ARE PRESENT ON-SITE. DO NOT PROCEED WITH FURTHER WORK UNTIL
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE COR IMMEDIATELY OF ANY SPECIAL
C. SITE PREPARATION
SHALL BE ¾INCH.
PLASTICITY INDEX SHALL BE 15 OR LESS AND HAVE A MAXIMUM LIQUID LIMIT OF 40. MAX. AGGREGATE SIZE
10. CONCRETE SHALL BE CLEAN EARTH, FREE OF ALL OBJECTIONABLE AND FOREIGN OBJECTS.
CONSTRUCTION MANUAL LATEST EDITION.
9. L4X4X1/4 WITH 6"X1/2" WELDED STUDS : ASTM A36 AND SHALL BE IN ACCORDANCE WITH THE AISC STEEL
STANDARD PRACTICES FOR DETAILING CONCRETE STRUCTURES’ (ACI 315, LATEST ADDITION).
8. ALL REINFORCEMENTS SHALL BE DESIGNED AND DETAILED IN ACCORDANCE WITH THE ACI ’MANUAL OF
7. STIRRUPS AND TIES: ASTM A-615, GRADE 60, UNLESS NOTED OTHERWISE.
6. REINFORCEMENT: ASTM A-615, GRADE 60, UNLESS NOTED OTHERWISE.
ACCORDANCE WITH AASHTO M43 AND ASTM 448.
5. SELECT FILL MATERIALS: SELECT FILL SHOULD CONSIST OF AASHTO #57 COARSE AGGREGATE STONE IN
C-260.
C-494. AIR ENTRAINING MIXTURE, IF REQUIRED OR CALLED FOR, SHALL BE IN ACCORDANCE WITH ASTM
4. ADMIXTURE: CHEMICAL MIXTURE, IF APPROVED OR CALLED FOR, SHALL BE IN ACCORDANCE WITH ASTM
LATEST SPECIFICATIONS OF THE AMERICAN CONCRETE INSTITUTE.
3. ALL CONCRETE SHALL BE DESIGNED MIXED, TRANSPORTED AND PLACED IN ACCORDANCE WITH THE
INCHES AND MINIMUM SLUMP OF 2 ‰INCHES.
2. MINIMUM CONTENT OF CEMENT TO BE 4 ‰SACKS PER CUBIC YARD WITH A MAXIMUM SLUMP OF 5
SHALL BE IN ACCORDANCE WITH ACI BUILDING REQUIREMENTS (ACI, LATEST ADDITION).
AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. CONCRETE DESIGN MIX
1. ALL CONCRETE FOR BEAMS, SLABS AND RAMPS SHALL BE OF NORMAL WEIGHT (HARD ROCK)
B. MATERIALS
NOTIFIED TO DO SO.
SOIL OR WATER CONDITIONS THAT ARE PRESENT ON-SITE. DO NOT PROCEED WITH FURTHER WORK UNTIL
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE COR IMMEDIATELY OF ANY SPECIAL
PROFESSIONAL ENGINEER QUALIFIED TO PERFORM THIS TYPE OF INSPECTION.
PRIOR TO THE PLACEMENT OF THE CONCRETE, BY THE DESIGN ENGINEER OR A REGISTERED
2. IT IS RECOMMENDED THAT THE PLACEMENT OF THE REINFORCEMENT BE VERIFIED AND APPROVED, REGIONALLY ACCEPTED ENGINEERING PRACTICES.
AMERICAN CONCRETE INSTITUTE’S (ACI 360R-10 & ACI 318-14) BUILDING CODE PROVISIONS AND USING
1. THE BEAMS AND SLABS AND ITS ELEMENTS, HAVE BEEN DESIGNED IN ACCORDANCE WITH THE LATEST
A. GENERAL BUILDING NOTES
6"
6. REINFORCEMENT SHALL BE SECURELY SUPPORTED TO PREVENT BOTH VERTICAL AND HORIZONTAL
7. MINIMUM LAP AND SPLICE LENGTH FOR A REINFORCEMENT BAR SHALL BE 40 TIMES THE DIAMETER OF
8. CORNER BARS: TWO #7 X 24 INCHES LONG AT EACH LEG WITH ONE AT TOP AND ONE AT BOTTOM SHALL
9. INTERIOR TO EXTERIOR BEAM: FOUR #7 X 24 INCHES LONG AT EACH LEG WITH TWO AT TOP AND TWO
10. BEAM DIMENSIONS SHOWN ARE MINIMUM SIZE REQUIRED BY DESIGN AND MAY NOT BE REDUCED
11. MINIMUM COVER OF 3 INCHES AT BOTTOM OF BEAM AND 1 ‰INCHES AT BEAM SIDES SHALL BE
12. ADEQUATE CURING TO CONCRETE, ESPECIALLY DURING HOT WEATHER, SHALL BE PROVIDED TO
13. CONCRETE SLAB IS TO BE A MONOLITHIC POUR UNLESS APPROVED OTHERWISE. CONTRACTOR IS TO
C-501
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6"W"
FINISH GRADE
F. F. SLAB
(SEE TABLE)
BEAM STIRRUPS,
(SEE TABLE)
BOTTOM BARS
EXT. BEAM TOP &
SCALE: NTS
SLOPE: 25% (MAX)
915.10’
C
C
"D
COMPACTED
#57 STONE FILL
C
C
C
C
C
C
CL
(SEE TABLE)
AND RAMP SLAB
RAMP BARS
EXISTING RAILSEXISTING RAILS
SEE TABLE
RAMP
ADJACENT TO
EXTERIOR SLAB
COMPACTED
8" SUBGRADE
EXISITNG TIE
SEE TABLE
SLAB
EXTERIOR
COMPACTED
#57 STONE FILL
COMPACTED
8" SUBGRADE
EXISTING BALLAST
"W"
FINISH GRADE
F. F. SLAB
(SEE TABLE)
BEAM STIRRUPS,
(SEE TABLE)
BOTTOM BARS
EXT. BEAM TOP &
SLOPE: 25% (MAX)
915.10’
"D
COMPACTED
#57 STONE FILL
C
C
C
C
C
C
CL
(SEE TABLE)
AND RAMP SLAB
RAMP BARS
EXISTING RAILS
COMPACTED
8" SUBGRADE
EXISITNG TIE
COMPACTED
#57 STONE FILL
COMPACTED
8" SUBGRADE
EXISTING BALLAST
SEE TABLE
RAMP
ADJACENT TO
EXTERIOR SLAB
SEE TABLE
SLAB
EXTERIOR
OVERALL CROSS SECTION AT EXISTING TRACK RAILS
EXISTING RAILS
C-502
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Project No.
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RAMP
SLAB
"W"
"D
FINISH GRADE
F. F. SLAB
(SEE TABLE)
BEAM STIRRUPS,
(SEE TABLE)
BOTTOM BARS
EXT. BEAM TOP &
(SEE TABLE)
BEAM STIRRUPS,
(SEE TABLE)
BOTTOM BARS
EXT. BEAM TOP &
(SEE TABLE)
SLAB BARS
(SEE TABLE)
RAMP BARS
SCALE: NTS
TYPICAL SECTION AT ACCESS RAMP
7’-0"
0’-8"
SCALE: NTS
TYPICAL SECTION AT INTERIOR GRADE BEAM
0’-8"
(SEE TABLE)
SLAB BARS
(SEE TABLE)
BEAM STIRRUPS,
(SEE TABLE)
SLAB
"W"
T Y
P
SLOPE: 25% (MAX)
915.10’
RAMP BEAM
#4 @ 12" O.C. AT
M
IN
T Y
P
2’-0"
SCALE: NTS
TYPICAL SECTION AT RAILS
2’-0"
#8 @ 12" O.C.
#8 @ 12" O.C.
EXISTING RAILS
(SEE SLAB TABLE )
INTERMIDIATE SLAB
(SEE SLAB TABLE )
EXTERIOR SLAB
EXISTING RAILS
REQUIREMENTS.
REFER TO C-501 FOR UNDESRLAB DRAINAGE
NOTE:
0’-4" 0’-4" 0’-4" 0’-4"
(SEE SLAB TABLE)
ADJACENT TO RAMP
EXTERIOR SLAB
EXISTING TIE
1’-0" 0’-11"4’-0"0’-11" 1’-0"
3 44
SCALE: NTS
BE USED AS AN ALTERNATIVE TO SAW CUT JOINTS.
2. 1-1/4" DEEP PLASTIC JOINT FORM OR TOOLED JOINTS MAY
PLACEMENT.
1. JOINTS SHALL BE MADE WITHIN 12 HOURS OF CONCRETE
NOTE:
TYPICAL SLAB DETAIL
CONCRETE @ 28 DAYS
MIN. 4,000PSI
T Y
P
TYP.
#8 @ 0’-12" O.C., 0’-12"
C-503
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Project No.
D e s ig n e d B y
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M a rk
Bldg. No.
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D e s c ri p ti o n sivi
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D ir ec to rat eofPublic
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SCALE: NTS
C
C
ON ALL EDGES
@ 0"-24" O.C.
6"X1/2" WELDED STUDS
L4"4"X1/4" WITH
STEEL ANGLE
STEEL ANGLE DETAIL
C-504
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| G-101 Cover Sheet F |
| C-101 F |
| C-102 F |
| C-103 F |
| C-201 F |
| C-501 F |
| C-502 F |
| C-503 F |
| C-504 F |
File details come from the government source that posted it. Updated .