Technical Exhibit B - Drawings.pdf
PDF 16 MB Posted
- Solicitation number
- W91151-20-B-0012
About this file
This document provides details for a federal contract solicitation to construct an administrative building at Shorthorn Airfield on Fort Hood in Texas. The solicitation seeks to replace two temporary trailers with a permanent structure located south of the intersection of 15th and 16th Streets at the North Campus. Work must comply with applicable state, local, and federal laws and regulations. The contractor will be responsible for obtaining required licenses and permits to work on the federal installation and must be properly bonded and insured according to FAR requirements. The wage determination will be General Decision Number TX20200230 01-03-2020. The bid guarantee must be at least 20% of the bid price or $3 million, whichever is less. Performance and payment bonds must equal 100% of the original contract price. The solicitation is a 100% small business set-aside for NAICS 236220 with a size standard of $36.5 million. The estimated construction price range is between $1 million and $5 million.
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SHORTHORN AIRFIELD ADMINISTRATION BUILDING
FORT HOOD, TEXAS
PN: 487119
FINAL SUBMITTAL
FO
R
T H O
O D
, TEXAS US ARMY CORPS
OF ENGINEERS
FORT WORTH DISTRICT
DATED: MARCH 2020
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SIGNATURES AFFIXED BELOW INDICATE
OFFICIAL RECOMMENDATION AND APPROVAL OF
ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.
APPROVAL RECOMMENDED BY:
CHIEF, ENGINEERING BRANCH DATE
This project was designed by the Fort Worth District of the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152
NOT FOR CONSTRUCTION
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G-001 COVER SHEET
G-002 INDEX OF DRAWINGS
G-003 PROJECT LOCATION PLAN
INDEX OF DRAWINGS
ARCHITECTURE
A-001 GENERAL NOTES & ABBREVIATIONS
A-002 STANDARD MOUNTING HEIGHTS
A-101 OVERALL FLOOR PLAN
A-102 CLERSTORY FLOOR PLAN
A-131 REFLECTED CEILING PLAN
A-151 ROOF PLAN
A-201 BUILDING ELEVATIONS I
A-202 BUILDING ELEVATIONS II
A-301 BUILDING SECTIONS I
A-311 WALL SECTIONS I
A-401 ENLARGED PLANS & ELEVATIONS
A-501 EXTERIOR DETAILS
A-511 PLAN DETAILS & COLUMN DETAILS
A-521 ROOF DETAILS I
A-601 DOOR SCHEDULE
A-602 DOOR DETAILS
A-611 WINDOW SCHEDULE
A-612 WINDOW DETAILS
A-613 LOUVER DETAILS
A-621 PARTITION TYPES
A-631 UL DETAILS FIRE SAFING AND FIRE STOPPING
A-641 EXTERIOR SIGNAGE PLAN
A-701 INTERIOR DETAILS I
A-702 INTERIOR DETAILS II
A-721 CASEWORK
INTERIORS
I-101 FURNITURE PLAN
I-601 INTERIOR FINISH SCHEDULE
I-611 SIGNAGE SCHEDULE
MECHANICAL
M-001 MECHANICAL LEGEND
MH101 HVAC PLAN
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-601 MECHANICAL SCHEDULE
M-901 HVAC ISOMETRIC
MI001 CONTROLS LEGEND
MI100 POINTS LIST INSTRUCTIONS
MI301 AHU CONTROL SCHEMATIC
MI302 AHU POINTS LIST
MI303 DEDICATED SPLIT SYSTEM CONTROLS
MI304 EXHAUST FAN 1 CONTROLS
MI305 EXHUST FAN 2 & 3 CONTROLS
ELECTRICAL
EXTERIOR COMMUNICATIONS LEGEND
EXTERIOR TELECOMMUNICATIONS PLAN
TELECOMMUNICATION DETAILS
TELECOMMUNICATIONS DETAIL 3
ELECTRICAL LEGEND
LIGHTNING PROTECTION PLAN
GROUNDING DETAILS 1
GROUNDING DETAILS 2
GROUNDING DETAILS 3
EG504 GROUNDING DETAILS 4
EG601 GROUNDING RISER DIAGRAM
EL101 LIGHTING PLAN
EL501 LIGHTING DETAILS 1
EL502 LIGHTING DETAILS 2
EL601 LIGHTING FIXTURE SCHEDULE AND CONTROL
EP101 POWER PLAN
EP601 ELECTRICAL RISER DIAGRAM
EP701 PANEL SCHEDULE 1
EP702 PANEL SCHEDULE 2
ET101 TELECOMMUNICATION PLAN - 1ST FLOOR
ET501 TELECOMMUNICATIONS DETAILS 1
ET502 TELECOMMUNICATIONS DETAILS 2
ET601 TELECOMMUNICATIONS RISER DIAGRAM - 1ST FLOOR
EY101 SPECIAL SYSTEM FLOOR PLAN
EY102 SPECIAL SYSTEM FLOOR PLAN
FIRE ALARM
FA001 FIRE ALARM LEGEND
FA101 FIRE ALARM AND MASS NOTIFICATION PLAN
FA501 FIRE ALARM DETAIL1
FA601 FIRE ALARM RISER DIAGRAM
FA602 FIRE ALARM MATRIX
PLUMBING
P-001 PLUMBING LEGEND
PL-101 SANITARY WASTE
PP-101 DOMESTIC HOT AND COLD WATER PLAN
P-501 PLUMBING DETAILS
P-502 PLUMBING DETAILS
P-601 PLUMBING SCHEDULE
P-901 PLUMBING ISOMETRIC
CIVIL
C-001 CONSTRUCTION LAYDOWN AREA LOCATION
C-002 GENERAL NOTES
C-003 LEGEND AND ABBREVIATIONS
CE100 EXISTING CONDITIONS PLAN
CD100 OVERALL PROJECT DEMOLITION PLAN
CS100 OVERALL SITE PLAN
CS101 SIDEWALK AND STAIR POINT LOCATIONS
CS102 FOUNDATION AND STOOP POINT LOCATIONS
CS103 BREAKLINE AND SWALE SURFACE POINT LOCATIONS
CS104 SITE PLAN POINT DATA
CG101 OVERALL GRADING PLAN CONTOURS, GRADE BREAKS, SPOT ELEVATIONS
CU101 SITE UTILITY PLAN
CU102 LINE B AND C HORIZONTAL ALIGNMENTS
CU201 LINE B AND LINE C PROFILES
C-501 DRAINAGE DETAILS SHEET 1 OF 2
C-502 DRAINAGE DETAILS SHEET 2 OF 2
C-503 SIDEWALK DETAILS
C-504 STAIR DETAILS
STRUCTURAL
S-001 GENERAL STRUCTURAL NOTES I
S-002 GENERAL STRUCTURAL NOTES II
S-101 FOUNDATION PLAN
S-111 ROOF FRAMING PLAN
S-301 FOUNDATION SECTIONS
S-501 FOUNDATION DETAILS I
S-502 FOUNDATION DETAILS II
S-511 FRAMING DETAILS I
S-512 FRAMING DETAILS II
S-601 SCHEDULES
FINAL SUBMITTAL
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PLOT DATE:
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FILE PATH:
1/15/2019 12:39:43 PM
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NOT SHOWN OR PROVIDED. TOPOGRAPHIC INFORMATION WILL BE
TIME OF THIS SUBMITTAL. THEREFORE, THE ACTUAL SITE TOPOGRAPHY IS
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PLOT DATE:
2 3 4 5 6 7 8 9 10
B
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Fort Worth District
FILE PATH:
1/15/2019 12:39:43 PM
Enter Project Name
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AVAILABLE INFORMATION SUCH AS GIS OR BASE MAPS.
EXISTING CONDITIONS SHOWN HEREIN WERE INCORPORATED FROM THE
AVAILABLE AND PROVIDED FOR REVIEW ON FUTURE SUBMITTALS. ANY
NOT SHOWN OR PROVIDED. TOPOGRAPHIC INFORMATION WILL BE
TIME OF THIS SUBMITTAL. THEREFORE, THE ACTUAL SITE TOPOGRAPHY IS
NOTE: TOPOGRAPHIC SURVEY INFORMATION WAS NOT AVAILABLE AT THE
U .S
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NOT FOR CONSTRUCTION
FINAL SUBMITTAL
US Army Corps of
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GENERAL NOTES GRADING & EARTHWORK NOTES:
2. ALL WASTE SOIL/EARTH SHALL BE DISPOSED OFF POST AT THE CONTRACTOR'S EXPENSE.
SHALL BE OBTAINED OFF POST AT THE CONTRACTORS EXPENSE.
1. THERE ARE NO SOURCES OF BORROW ON GOVERMENT PROPERTY. ALL BORROW
CONSTRUCTION SITE. THE ROADS SHALL REMAIN OPEN DURING CONSTRUCTION.
13. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRAFFIC CONTROL FROM THE STAGING AREA TO THE
ASBESTOS CONTAINING MATERIAL MAY BE PRESENT IN UNDERGROUND PIPING.
12. ALL SUBSURFACE UTILITY LINES, NEW AND OLD, SHOULD BE LOCATED AND MARKED, BE AWARE THAT
CENTRAL ZONE (4203), NAD 83. THE VERTICAL DATUM OF THE SURVEY IS BASED UPON NAVD 88.
THE HORIZONTAL DATUM OF THE SURVEY IS BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM,
11. FILE COORDINATE SYSTEM: GRID
10. SUBMITTAL IS BASED ON GIS BASE MAPS.
NEW BUILDING SYSTEMS.
9. THE CONTRACTOR SHALL MAKE ALL FINAL UTILITY CONNECTIONS AT THE DEMARCATION LIMITS TO THE
PRIVATIZED UTILITY SYSTEMS.
SCOPE OF WORK INCLUDES COORDINATING PROJECT UTILITY REQUIREMENTS WITH THE OWNERS OF THE THE EXISTING SYSTEMS THE THE POINTS OF DEMARCATION SHOWN ON THE PLANS. THE CONTRACTORS GAS UTILITIES. THE UTILITY SYSTEM OWNERS SHALL DESIGN AND INSTALL NEW PRIMARY UTILITIES FROM OWNS THE WATER AND SANITARY SEWER UTILITIES. DOMINION ENERGY OWNS THE ELECTRIC AND NATURAL
8. THE EXISTING UTILITY SYSTEMS WITHIN THE PROJECT AREA ARE PRIVATELY OWNED. AMERICAN WATER
POST MOUNTED.
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ALL SIGNS, UNLESS OTHERWISE NOTED, SHALL BE
7. SIGNS, PAVEMENT MARKINGS AND THEIR INSTALLATION SHALL MEET THE REQUIREMENT OF THE MANUAL
6. PROVIDE 4" WIDE WHITE PAINTED STRIPES ON ALL PARKING STALLS.
OTHERWISE NOTED.
5. ALL NORTHING (N) AND EASTING (E) ARE PLACED AT EDGE OF PAVEMENT OR CENTERLINE UNLESS
DAMAGE. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
4. ALL EXISTING UTILITIES TO REMAIN SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND PROTECTED FROM
ALLOW SUFFICIENT TIME FOR REVIEW, AS MAY BE REQUIRED.
CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY OF ANY CONFLICT DISCOVERED IN THE FIELD TO
3. EXISTING UTILITIES SHALL BE REMOVED OR RELOCATED AS INDICATED. CONTRACTOR SHALL NOTIFY THE
NECESSARY FIELD INVESTIGATIONS PRIOR TO ANY EXCAVATION.
PROTECT THEM FROM DAMAGE. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND CONDUCT ALL TO VERIFY THE LOCATION, DEPTH, AND CONDITION OF ALL EXISTING UTILITIES AND SUBSTRUCTURES AND
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER INDICATED ON THESE PLANS OR NOT, LAWS AND REGULATIONS.
REQUIRED STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH ALL STATE AND FEDERAL
1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PREPARE AND OBTAIN APPROVAL OF THE
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t
S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
F O
R T
W O
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H D
IS
T
R
IC
T
T
A Y
L O
R S
T
F O
R T
W O
R T
H
T E
X A
S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
1/15/2019 12:39:43 PM
Enter Project Name
C H
IE
F
C
IV
IL
S E
C T
IO
N
B R
A N
T E
JE
N S
E N
P
V
ID
G
B R
O W
N
P
V
ID
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B R
O W
N
P .E
B R
A N
T E
JE
N S
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P
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F O
R T
H O
O D
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A S
P N
S H
O R
T H
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N A
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F
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D A
D M
IN
IS
T R
A T
IO
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M A
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H
AVAILABLE INFORMATION SUCH AS GIS OR BASE MAPS.
EXISTING CONDITIONS SHOWN HEREIN WERE INCORPORATED FROM THE
AVAILABLE AND PROVIDED FOR REVIEW ON FUTURE SUBMITTALS. ANY
NOT SHOWN OR PROVIDED. TOPOGRAPHIC INFORMATION WILL BE
TIME OF THIS SUBMITTAL. THEREFORE, THE ACTUAL SITE TOPOGRAPHY IS
NOTE: TOPOGRAPHIC SURVEY INFORMATION WAS NOT AVAILABLE AT THE
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
NOT FOR CONSTRUCTION
FINAL SUBMITTAL
US Army Corps of
G E
N D
A N
D A
B B
R E
V
IA
T
IO
N S
C-003
F
W
G
G
S
923.45
FENCE
SANITARY SEWER MANHOLE
TREE
DRAINAGE SWALE
NATURAL GAS LINE
FIRE HYDRANT
SANITARY SEWER LINE
WATER LINE
FIRE DEPARTMENT CONNECTION
GAS METER
CONTOURS
SIGN
CONC
ASPH
SDWK
GP
G
THICKENED EDGE
EXPANSION JOINT
WATER VALVE
GAS VALVE
WATER METER
CONTROL POINT
METAL POSTS
SPOT ELEVATIONS
ITEM EXISTING NEW
ITEM EXISTING NEW
EXISTING SIDEWALK TO BE REMOVED
TREE LINE
CONCRETE
ASPHALT
CONCRETE SIDEWALK
BUILDING
CURB AND GUTTER
GAS VENT PIPE
GAS TESTING STATION
SINGLE SANITARY SEWER CLEANOUT
DUAL SANITARY SEWER CLEANOUT
AIR CONDITION UNITS
TETE TE
JOINT INTERSECTION SPOT ELEVATIONS
GAS VENT PIPE GPGVP
CHILLED WATER SUPPLY
CHILLED WATER RETURN
SPOT ELEVATIONS (BOTTOM OF WALL)
MATCHMATCH EXISTING ELEVATION
GP
G
G
GP GVP
CONC
ASPH
SDWK
SPLASH BLOCK S
GRADING LIMITS
CONSTRUCTION LIMITS
MH
MIN
MAX.
MAT'L
LP
L.F.
IN
HTHW
HP
HOR.
GVP
GTS
FES
FPT
FPS
FL
FHW
FH
GF
FG
FF
FC
F-F
EX.
EXIST
ELEV.
ELEC.
E
DW
DIP
DIA.
O
CWS
CWR
C-C
COR
CO
CONST.
CL.
C
CVS
BLDG.
BIT
B-B
AFFF
AVP
ABBREVIATIONS & SYMBOLS
MANHOLE
MINIMUM
MAXIMUM
MATERIAL
LOW POINT
LINEAR FEET
INCHES
HIGH TEMP. HEATING WATER
HIGH POINT
HORIZONTAL
GAS VENT PIPE
GAS TEST STATION
PARKING SPACES
FUEL EFFICIENT VEHICLE
FIRE PUMP TEST
FIRE PUMP SECTION
FLOWLINE
FIRE HYDRANT WATER
FIRE HYDRANT
GRADING FLOOR
FINISHED GRADE
FINISHED FLOOR
FACE OF CURB
FACE TO FACE
EXISTING
EXISTING
ELEVATION
ELECTRIC
EAST
DOMESTIC WATER
DUCTILE IRON PIPE
DIAMETER
DIAMETER
CONDENER WATER SUPPLY
CONDENER WATER RETURN
CENTER TO CENTER
REPRESENTATIVE
CONTRACTING OFFICER'S
CLEANOUT
CONSTRUCT
CLEARANCE
CENTERLINE
PARKING SPACES
CARPOOL OR VANPOOL
BUILDING
BITUMINOUS
BACK TO BACK
AQUEOUS FILM FORMING FOAM
ALTITUDE VALVE PIT
LIGHT POLE, SEE ELECTRICAL PLANS
TRANSFORMER, SEE ELECTRICAL PLANS
CCOMMUNICATION MANHOLE, SEE ELECTRICAL PLANS
ELECTRICAL MANHOLE, SEE ELECTRICAL PLANS E
HHANDHOLE, SEE ELECTRICAL PLANS
PEDESTRIAN TURNSTILE
METAL BEAM GUARD FENCE
COCO
COCO
CO
S
PP
OVERHEAD ELECTRIC LINE
POWER POLE
SAPLING TREE
BACK FLOW PREVENTER
CO
UNDERGROUND ELECTRIC LINE
UNDERGROUND COMMUNICATIONS DUCT BANK
NEW CONCRETE SIDEWALK
BUILDINGS TO BE REMOVED BY FORT HOOD
PETROLEUM, OIL, AND LUBRICANTS
TRANSFORMER
WEST
WATER VALVE
WATER
VERTICAL
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
UNDERDRAIN
TYPICAL
TOP OF SIDEWALK
TOP OF RIM
TOP OF PAVEMENT
TOP OF GRAVEL
TOP OF GATE
TOP OF CURB
TAXIWAY
TANK HEATER LINE
TOP OF STEP/STOOP
STRUCTURE
STATION
SPOT ELEVATION
SOUTH
STORM DRAIN
STANDARD
SIMILAR
SIDEWALK
SCHEDULE
SANITARY SEWER
SANITARY
RUNWAY
REQUIRED
REINFORCED CONCRETE PIPE
RADIUS
PROPERTY LINE
PROFILE GRADE
POST INDICATOR VALVE
PORTLAND CEMENT CONCRETE
PORTLAND CEMENT CONCRETE
PORTLAND CEMENT
POLYVINYL CHLORIDE
OIL/WATER
ON CENTER EACH WAY
ON CENTER
NUMBER
NOT TO SCALE
NORTH
NATURAL GAS
POL
XFMR
W
WV
WT
VERT.
UGE
UGC
UD
TYP.
TSW
T/R
TP
TG
T/G
TC
T/W
TH
ST
STR.
STA.
SE
S
SD
STD
SIM.
SW
SCH
SS
SAN.
R/W
REQ'D
RCP
R
PL
P.G.
P.I.V.
P.C. CONC.
P.C.C.
P.C.
PVC
O/W O.C.E.W.
O.C.
NO.
N.T.S.
N
NG
FIBER OPTIC CABLE
757.4
SPOT ELEVATIONS (TOP OF SIDEWALK) 757.4 TSW
757.4 FGSPOT ELEVATIONS (FINISHED GRADE)
757.4 BW
EXISTING OBJECT TO BE REMOVED
V
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t
S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
F O
R T
W O
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H D
IS
T
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T
T
A Y
L O
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T
F O
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W O
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H
T E
X A
S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
1/15/2019 12:39:43 PM
Enter Project Name
C H
IE
F
C
IV
IL
S E
C T
IO
N
B R
A N
T E
JE
N S
E N
P
V
ID
G
B R
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ID
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B R
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N S
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P N
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F
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D A
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IN
IS
T R
A T
IO
N
B U
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D
IN
G
M A
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H
AVAILABLE INFORMATION SUCH AS GIS OR BASE MAPS.
EXISTING CONDITIONS SHOWN HEREIN WERE INCORPORATED FROM THE
AVAILABLE AND PROVIDED FOR REVIEW ON FUTURE SUBMITTALS. ANY
NOT SHOWN OR PROVIDED. TOPOGRAPHIC INFORMATION WILL BE
TIME OF THIS SUBMITTAL. THEREFORE, THE ACTUAL SITE TOPOGRAPHY IS
NOTE: TOPOGRAPHIC SURVEY INFORMATION WAS NOT AVAILABLE AT THE
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
NOT FOR CONSTRUCTION
FINAL SUBMITTAL
US Army Corps of
CE100
X
IS
T
IN
G
C O
N D
IT
IO
N S
P L
A N
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t
S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n
N o
F O
R T
W O
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H D
IS
T
R
IC
T
T
A Y
L O
R S
T
F O
R T
W O
R T
H
T E
X A
S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
1/15/2019 12:39:43 PM
Enter Project Name
C H
IE
F
C
IV
IL
S E
C T
IO
N
B R
A N
T E
JE
N S
E N
P
V
ID
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B R
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P
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ID
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B R
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B R
A N
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N S
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F O
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A S
P N
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F
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D A
D M
IN
IS
T R
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N
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D
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G
M A
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AVAILABLE INFORMATION SUCH AS GIS OR BASE MAPS.
EXISTING CONDITIONS SHOWN HEREIN WERE INCORPORATED FROM THE
AVAILABLE AND PROVIDED FOR REVIEW ON FUTURE SUBMITTALS. ANY
NOT SHOWN OR PROVIDED. TOPOGRAPHIC INFORMATION WILL BE
TIME OF THIS SUBMITTAL. THEREFORE, THE ACTUAL SITE TOPOGRAPHY IS
NOTE: TOPOGRAPHIC SURVEY INFORMATION WAS NOT AVAILABLE AT THE
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
16TH ST
PVC
R:729.91
I:N/A
2-19
15T
H ST
BUILDING
FLIGHT OPERATIONS
CONSTRUCTION FENCE
TEMPORARY
PHASE 1 STAIRS
PHASE 1 SIDEWALK
CONSTRUCTION FENCE
TEMPORARY
PHASE 1 SIDEWALK
EXISTING SIDEWALKS
PHASE 1 FENCE
ENTRANCE
PHASE 1 CONSTRUCTION
EXISTING FENCE
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
GRASS
57132
57138
NN
40'0 20'
NOT FOR CONSTRUCTION
FINAL SUBMITTAL
US Army Corps of
CD100
V
E R
A L
L P
R O
JE
C
T D
E M
O L
IT
IO
N P
L A
N
16TH ST
PVC
R:729.91
I:N/A
2-19
15T
H ST
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t
S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n
N o
F O
R T
W O
R T
H D
IS
T
R
IC
T
T
A Y
L O
R S
T
F O
R T
W O
R T
H
T E
X A
S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
1/15/2019 12:39:43 PM
Enter Project Name
C H
IE
F
C
IV
IL
S E
C T
IO
N
B R
A N
T E
JE
N S
E N
P
V
ID
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B R
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N
P
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ID
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B R
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B R
A N
T E
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N S
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P
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F O
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H O
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T
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A S
P N
S H
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T H
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N A
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F
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D A
D M
IN
IS
T R
A T
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N
B U
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D
IN
G
M A
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H
AVAILABLE INFORMATION SUCH AS GIS OR BASE MAPS.
EXISTING CONDITIONS SHOWN HEREIN WERE INCORPORATED FROM THE
AVAILABLE AND PROVIDED FOR REVIEW ON FUTURE SUBMITTALS. ANY
NOT SHOWN OR PROVIDED. TOPOGRAPHIC INFORMATION WILL BE
TIME OF THIS SUBMITTAL. THEREFORE, THE ACTUAL SITE TOPOGRAPHY IS
NOTE: TOPOGRAPHIC SURVEY INFORMATION WAS NOT AVAILABLE AT THE
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
BUILDING
FLIGHT OPERATIONS
REMOVED BY FORT HOOD
BUILDING 57138 TO BE
REMOVED BY FORT HOOD
BUILDING 57132 TO BE
EXISTING CONCRETE SIDEWALK
REMOVE 100 SY +/- OF
SIDEWALK
EXISTING CONCRETE
REMOVE 50 SY +/- OF
57132
57138
NN
40'0 20'
NOT FOR CONSTRUCTION
FINAL SUBMITTAL
US Army Corps of
E R
A L
L S
IT
E
P L
A N
CS100
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t
S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n
N o
F O
R T
W O
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H D
IS
T
R
IC
T
T
A Y
L O
R S
T
F O
R T
W O
R T
H
T E
X A
S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
1/15/2019 12:39:43 PM
Enter Project Name
C H
IE
F
C
IV
IL
S E
C T
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N
B R
A N
T E
JE
N S
E N
P
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ID
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B R
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ID
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B R
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A S
P N
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T H
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N A
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F
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D A
D M
IN
IS
T R
A T
IO
N
B U
IL
D
IN
G
M A
R C
H
AVAILABLE INFORMATION SUCH AS GIS OR BASE MAPS.
EXISTING CONDITIONS SHOWN HEREIN WERE INCORPORATED FROM THE
AVAILABLE AND PROVIDED FOR REVIEW ON FUTURE SUBMITTALS. ANY
NOT SHOWN OR PROVIDED. TOPOGRAPHIC INFORMATION WILL BE
TIME OF THIS SUBMITTAL. THEREFORE, THE ACTUAL SITE TOPOGRAPHY IS
NOTE: TOPOGRAPHIC SURVEY INFORMATION WAS NOT AVAILABLE AT THE
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
BUILDING
FLIGHT OPERATIONS
CONCRETE STAIRS
PHASE I
PHASE I SIDEWALK
DETAIL C C-504
SIDEWALK DRAIN
DETAILS A&B / C-504
PROPOSED SIDEWALKS
SWALES TYP
PHASE I DRAINAGE
SECURITY FENCE
TEMPORARY
BUILDING
ADMINISTRATION
SECURITY FENCE
TEMPORARY
DETAIL C / C-504
SIDEWALK DRAIN
DETAIL A / C-504
CONCRETE STAIRS
PROPOSED
DETAILS A&B / C-504
SIDEWALK
PROPOSED
DETAILS A&B / C-504
PROPOSED SIDEWALK
TYP
DRAINAGE SWALES
DETAIL A / C-504
CONCRETE STAIR
PROPOSED
C-501
DETAILS C&D
BASIN B-1
DETAIL A / C-501
INLINE INLET C-1
C-501
DETAILS B&C
BASIN C-2
DETAILS A&B / C-504
SIDEWALK
PROPOSED
PROPOSED SWALE
NN
40'0 20'
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
16TH ST
PVC
15T
H ST
NOT FOR CONSTRUCTION
FINAL SUBMITTAL
US Army Corps of
CS101
SEE SHEET C-504 FOR STAIR CONSTRUCTION DETAILS.3.
SEE SHEET C-503 FOR SIDEWALK CONSTRUCTION DETAILS.2.
SEE SHEET CS104 FOR POINT COORDINATES AND ELEVATIONS.1.
NOTES
S
ID
E W
A L
K A
N D
S T
A
IR
P O
IN
T
L O
C A
T
IO
N S
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t
S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n
N o
F O
R T
W O
R T
H D
IS
T
R
IC
T
T
A Y
L O
R S
T
F O
R T
W O
R T
H
T E
X A
S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
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IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
1/15/2019 12:39:43 PM
Enter Project Name
C H
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C
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C T
IO
N
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A N
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JE
N S
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P
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ID
G
B R
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N
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ID
G
B R
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N
P .E
B R
A N
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JE
N S
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T H
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T R
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N
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IL
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IN
G
M A
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H
AVAILABLE INFORMATION SUCH AS GIS OR BASE MAPS.
EXISTING CONDITIONS SHOWN HEREIN WERE INCORPORATED FROM THE
AVAILABLE AND PROVIDED FOR REVIEW ON FUTURE SUBMITTALS. ANY
NOT SHOWN OR PROVIDED. TOPOGRAPHIC INFORMATION WILL BE
TIME OF THIS SUBMITTAL. THEREFORE, THE ACTUAL SITE TOPOGRAPHY IS
NOTE: TOPOGRAPHIC SURVEY INFORMATION WAS NOT AVAILABLE AT THE
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
BUILDING
FLIGHT OPERATIONS
BUILDING
ADMINISTRATION
NN
20'0 10'
FF EL=745.70
BUILDING
FLIGHT OPERATIONS
113 118
NOT FOR CONSTRUCTION
FINAL SUBMITTAL
US Army Corps of
CS102
CONSTRUCTION DETAILS.
SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND STOOP 2.
SEE SHEET CS104 FOR POINT COORDINATES AND ELEVATIONS.1.
NOTES
F O
U N
D A
T
IO
N A
N D
S T
O O
P P
O
IN
T L
O C
A T
IO
N
S
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t
S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n
N o
F O
R T
W O
R T
H D
IS
T
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T
T
A Y
L O
R S
T
F O
R T
W O
R T
H
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C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
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F
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C H
IE
F
C
IV
IL
S E
C T
IO
N
B R
A N
T E
JE
N S
E N
P
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ID
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B R
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N
P
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ID
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B R
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P .E
B R
A N
T E
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A S
P N
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IS
T R
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IO
N
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G
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AVAILABLE INFORMATION SUCH AS GIS OR BASE MAPS.
EXISTING CONDITIONS SHOWN HEREIN WERE INCORPORATED FROM THE
AVAILABLE AND PROVIDED FOR REVIEW ON FUTURE SUBMITTALS. ANY
NOT SHOWN OR PROVIDED. TOPOGRAPHIC INFORMATION WILL BE
TIME OF THIS SUBMITTAL. THEREFORE, THE ACTUAL SITE TOPOGRAPHY IS
NOTE: TOPOGRAPHIC SURVEY INFORMATION WAS NOT AVAILABLE AT THE
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
BUILDING
FLIGHT OPERATIONS
BUILDING
ADMINISTRATION
NN
20'0 10'
NOT FOR CONSTRUCTION
FINAL SUBMITTAL
US Army Corps of
R F
A C
E P
O
IN
T L
O C
A T
IO
N
S B
R E
A K
L
IN
E A
N D
S W
A L
E
SEE SHEET CS104 FOR POINT COORDINATES AND ELEVATIONS.1.
NOTES
CS103
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t
S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n
N o
F O
R T
W O
R T
H D
IS
T
R
IC
T
T
A Y
L O
R S
T
F O
R T
W O
R T
H
T E
X A
S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
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C H
IE
F
C
IV
IL
S E
C T
IO
N
B R
A N
T E
JE
N S
E N
P
V
ID
G
B R
O W
N
P
V
ID
G
B R
O W
N
P .E
B R
A N
T E
JE
N S
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P
.E
F O
R T
H O
O D
T
E X
A S
P N
S H
O R
T H
O R
N A
IR
F
IE
L
D A
D M
IN
IS
T R
A T
IO
N
B U
IL
D
IN
G
M A
R C
H
AVAILABLE INFORMATION SUCH AS GIS OR BASE MAPS.
EXISTING CONDITIONS SHOWN HEREIN WERE INCORPORATED FROM THE
AVAILABLE AND PROVIDED FOR REVIEW ON FUTURE SUBMITTALS. ANY
NOT SHOWN OR PROVIDED. TOPOGRAPHIC INFORMATION WILL BE
TIME OF THIS SUBMITTAL. THEREFORE, THE ACTUAL SITE TOPOGRAPHY IS
NOTE: TOPOGRAPHIC SURVEY INFORMATION WAS NOT AVAILABLE AT THE
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
NN
20'0 10'
BUILDING
FLIGHT OPERATIONS
BUILDING
ADMINISTRATION
NOT FOR CONSTRUCTION
FINAL SUBMITTAL
US Army Corps of
NUMBER
IDENTIFICATION
POINT
NORTHING EASTING
ELEVATION
TOP OF SIDEWALK
SIDEWALK POINT DATA
NUMBER
IDENTIFICATION
POINT
NORTHING EASTING
ELEVATION
FINISHED GRADE
S
IT
E P
L A
N P
O
IN
T D
A T
A
ELEVATION
TOP OF CONCRETE
NUMBER
IDENTIFICATION
POINT
NORTHING EASTING
ELEVATION
FINISHED GRADE
BREAKLINE AND SWALE POINT DATAFOUNDATION AND STOOP POINT DATA
CS104
739.51
739.51
739.51
739.51
739.51
739.51
739.45
738.45
737.14
737.07
737.24
738.45
739.45
739.51
739.51
738.77
738.63
738.77
738.91
738.77
738.77
739.51
739.51
739.51
739.51
745.56
744.61
744.51
744.51
744.61
745.56
745.56
745.06
745.56
745.21
745.06
745.06
745.21
745.56
745.56
745.21
745.06
745.56
745.17
745.06
745.06
745.17
745.56
3126434.0310469852.88
3126434.5310469851.45
3126438.3610469849.62
3126476.9410469863.24
3126478.9410469857.59
3126456.5010469849.66
3126454.6810469845.84
3126455.3410469843.95
3126464.3710469818.39
3126455.8810469815.39
3126457.7110469819.22
3126449.6810469841.95
3126449.0210469843.84
3126445.1010469845.60
3126387.9510469825.45
3126375.5010469821.06
3126373.6110469820.39
3126370.9710469819.46
3126368.9810469825.12
3126371.6210469826.05
3126373.5010469826.72
3126385.9510469831.11
3126425.1610469844.96
3126426.9910469848.79
3126426.4810469850.21
3126417.4910469875.67
3126418.1610469873.79
3126419.8310469869.07
3126427.3710469871.74
3126425.7010469876.45
3126424.8210469878.37
3126450.3110469904.12
3126459.7410469907.45
3126447.6510469911.66
3126454.2510469913.99
3126456.0810469917.82
3126453.6010469924.83
3126449.7710469926.66
3126443.1710469924.33
3126441.5110469929.05
3126448.1110469931.38
3126449.9410469935.21
3126400.5310469935.79
3126396.8710469946.16
3126398.7010469949.99
3126388.3310469946.32
3126392.1510469944.50
3126395.8210469934.12
3126452.6410469897.52
3126404.6210469937.23
3126434.9610469932.57
3126436.7910469927.38
3126438.4610469922.67
3126442.9310469910.00
3126447.9310469895.85
3126449.2310469892.18
3126428.5610469884.88
3126423.3710469883.05
3126415.8310469880.39
3126410.6410469878.56
3126381.3310469868.21
3126363.9110469917.55
3126392.2910469927.58
3126397.4810469929.41
3126406.2810469932.52
3126411.4710469934.35
3126417.4910469875.67
3126431.8010469941.53
3126425.0410469878.34
3126447.6510469911.66
3126443.1710469924.33
3126441.5110469929.05
3126395.8210469934.12
3126483.4010469870.31
3126476.9410469863.24
3126434.0310469852.88
3126476.7410469889.17
3126427.3710469871.74
3126374.8110469830.42
3126376.9210469831.84
3126392.6510469835.87
3126426.4810469850.21
3126391.9910469838.03
3126381.1110469836.31
3126370.3310469838.57
3126419.8310469869.07
3126387.2210469857.56
3126378.0410469858.05
3126371.9010469864.88
3126431.8010469941.53
3126428.4710469950.96
3126404.0510469942.33
3126388.9610469937.01
3126360.5810469926.98
3126354.8910469921.87
3126354.4810469914.22
3126350.1210469920.01
3126353.2310469926.61
3126359.2510469930.75
3126387.6310469940.78
3126402.7210469946.11
3126429.4410469955.54
3126440.6210469961.61
739.43
739.00
739.43
744.43
744.43
738.42
738.46
738.81
739.43
739.43
739.43
739.43
744.43
744.43
744.48
744.53
745.03
744.53
744.53
744.53
744.53
744.53
744.53
743.18
743.28
743.38
743.79
744.01
744.40
744.98
745.56
745.56
745.70
745.66
745.66
745.66
745.66
745.70
745.70
745.66
745.66
745.70
745.70
745.70
745.70
745.66
745.66
745.70
745.70
745.56
745.56
745.56
745.56
745.56
745.56
745.48
745.48
745.03
745.58
745.58
745.58
745.58
745.03
745.03
745.58
745.58
745.03
745.03
745.03
745.03
745.58
745.58
745.03
745.03
745.48
745.48
745.48
745.48
745.48
745.48
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t
S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n
N o
F O
R T
W O
R T
H D
IS
T
R
IC
T
T
A Y
L O
R S
T
F O
R T
W O
R T
H
T E
X A
S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
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B
C
D
E
F
G
Fort Worth District
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C H
IE
F
C
IV
IL
S E
C T
IO
N
B R
A N
T E
JE
N S
E N
P
V
ID
G
B R
O W
N
P
V
ID
G
B R
O W
N
P .E
B R
A N
T E
JE
N S
E N
P
.E
F O
R T
H O
O D
T
E X
A S
P N
S H
O R
T H
O R
N A
IR
F
IE
L
D A
D M
IN
IS
T R
A T
IO
N
B U
IL
D
IN
G
M A
R C
H
AVAILABLE INFORMATION SUCH AS GIS OR BASE MAPS.
EXISTING CONDITIONS SHOWN HEREIN WERE INCORPORATED FROM THE
AVAILABLE AND PROVIDED FOR REVIEW ON FUTURE SUBMITTALS. ANY
NOT SHOWN OR PROVIDED. TOPOGRAPHIC INFORMATION WILL BE
TIME OF THIS SUBMITTAL. THEREFORE, THE ACTUAL SITE TOPOGRAPHY IS
NOTE: TOPOGRAPHIC SURVEY INFORMATION WAS NOT AVAILABLE AT THE
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
NOT FOR CONSTRUCTION
FINAL SUBMITTAL
US Army Corps of
CG101
V
E R
A L
L G
R A
D
IN
G P
L A
N
C O
N T
O U
R S
G
R A
D E
B R
E A
K S
S
P O
T E
L E
V A
T
IO
N S
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t
S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n
N o
F O
R T
W O
R T
H D
IS
T
R
IC
T
T
A Y
L O
R S
T
F O
R T
W O
R T
H
T E
X A
S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
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B
C
D
E
F
G
Fort Worth District
FILE PATH:
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Enter Project Name
C H
IE
F
C
IV
IL
S E
C T
IO
N
B R
A N
T E
JE
N S
E N
P
V
ID
G
B R
O W
N
P
V
ID
G
B R
O W
N
P .E
B R
A N
T E
JE
N S
E N
P
.E
F O
R T
H O
O D
T
E X
A S
P N
S H
O R
T H
O R
N A
IR
F
IE
L
D A
D M
IN
IS
T R
A T
IO
N
B U
IL
D
IN
G
M A
R C
H
AVAILABLE INFORMATION SUCH AS GIS OR BASE MAPS.
EXISTING CONDITIONS SHOWN HEREIN WERE INCORPORATED FROM THE
AVAILABLE AND PROVIDED FOR REVIEW ON FUTURE SUBMITTALS. ANY
NOT SHOWN OR PROVIDED. TOPOGRAPHIC INFORMATION WILL BE
TIME OF THIS SUBMITTAL. THEREFORE, THE ACTUAL SITE TOPOGRAPHY IS
NOTE: TOPOGRAPHIC SURVEY INFORMATION WAS NOT AVAILABLE AT THE
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
NN
20'0 10'
V
V
FF EL=745.70
BUILDING
FLIGHT OPERATIONS
.9
.0
743.94
.2
738.32
8.
V
V
V 738.42
V
V
739.43
.4
8.
8.
9.
739.43
.4
.4
738.26
V
V
V
V
V
V
V
V
V
V
.9
.0
V
V
V
V
V
V
V
V
4.
745.03
.5
.5
.0
745.03
5.
.4
743.38
739.00
743.28
743.18
744.53
744.53
.5
.4
744.43
744.53
.5
4.
738.90
.4
739.43
739.43
4.
.8
FF EL=745.70
BUILDING
ADMINISTRATION
743.87
744.98
743.79
.9
NOT FOR CONSTRUCTION
FINAL SUBMITTAL
US Army Corps of
IT
E U
T
IL
IT
Y
P L
A N
CU101
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t
S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n
N o
F O
R T
W O
R T
H D
IS
T
R
IC
T
T
A Y
L O
R S
T
F O
R T
W O
R T
H
T E
X A
S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
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Enter Project Name
C H
IE
F
C
IV
IL
S E
C T
IO
N
B R
A N
T E
JE
N S
E N
P
V
ID
G
B R
O W
N
P
V
ID
G
B R
O W
N
P .E
B R
A N
T E
JE
N S
E N
P
.E
F O
R T
H O
O D
T
E X
A S
P N
S H
O R
T H
O R
N A
IR
F
IE
L
D A
D M
IN
IS
T R
A T
IO
N
B U
IL
D
IN
G
M A
R C
H
AVAILABLE INFORMATION SUCH AS GIS OR BASE MAPS.
EXISTING CONDITIONS SHOWN HEREIN WERE INCORPORATED FROM THE
AVAILABLE AND PROVIDED FOR REVIEW ON FUTURE SUBMITTALS. ANY
NOT SHOWN OR PROVIDED. TOPOGRAPHIC INFORMATION WILL BE
TIME OF THIS SUBMITTAL. THEREFORE, THE ACTUAL SITE TOPOGRAPHY IS
NOTE: TOPOGRAPHIC SURVEY INFORMATION WAS NOT AVAILABLE AT THE
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
BUILDING
FLIGHT OPERATIONS
BUILDING
ADMINISTRATION
C O
C O
E 3126431.41 N 10469861.86
FOR AMERICAN WATER
POINT OF DEMARCATION
TWO WAY CLEANOUT,
W
TOP EL. 744.53
BASIN C-2
6" H
DPE10.
LF
.7
L
F " H
D P
E
38.
LF
~ 6
" H
DPE
" H
D P
E
" H
D P
E
HDPE
6"
6" H
DPE
TOP EL. 744.53
INLINE INLET C-1
SEE SITE ELECTRIC PLANS
UNDERGROUND COMM LINES
TOP EL. 744.68
BASIN A-3
TOP EL. 744.68
BASIN B-1
6" H
DPE15
LF
E 3126410.66 N 10469920.63
DEMARCATION FOR AMERICAN WATER
BACKFLOW PREVENTER, POINT OF
BUILDING SIDE OF DOMESTIC
6"
HDPE26.
LF
DRAIN
LIN
E B
.6
L
F " H
D P
E
D R
A
IN
L
IN
E C
6" 45° ELBOW
LINE B, DETAIL A / C-503
CONNECT 3 DOWNSPOUTS TO
BASIN C-2, DETAIL A / C-503
CONNECT DOWNSPOUT TO
6" X 6" TEE
6" X 6" TEE
C
NN
20'0 10'
NOT FOR CONSTRUCTION
FINAL SUBMITTAL
US Army Corps of
IN
E B
A N
D C
H O
R
IZ
O N
T A
L A
L
IG
N M
E N
T S
SEE SHEET CU201 FOR LINE B AND C PROFILES1.
NOTE:
CU102
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t
S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n
N o
F O
R T
W O
R T
H D
IS
T
R
IC
T
T
A Y
L O
R S
T
F O
R T
W O
R T
H
T E
X A
S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
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C H
IE
F
C
IV
IL
S E
C T
IO
N
B R
A N
T E
JE
N S
E N
P
V
ID
G
B R
O W
N
P
V
ID
G
B R
O W
N
P .E
B R
A N
T E
JE
N S
E N
P
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F O
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H O
O D
T
E X
A S
P N
S H
O R
T H
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N A
IR
F
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L
D A
D M
IN
IS
T R
A T
IO
N
B U
IL
D
IN
G
M A
R C
H
AVAILABLE INFORMATION SUCH AS GIS OR BASE MAPS.
EXISTING CONDITIONS SHOWN HEREIN WERE INCORPORATED FROM THE
AVAILABLE AND PROVIDED FOR REVIEW ON FUTURE SUBMITTALS. ANY
NOT SHOWN OR PROVIDED. TOPOGRAPHIC INFORMATION WILL BE
TIME OF THIS SUBMITTAL. THEREFORE, THE ACTUAL SITE TOPOGRAPHY IS
NOTE: TOPOGRAPHIC SURVEY INFORMATION WAS NOT AVAILABLE AT THE
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
BUILDING
FLIGHT OPERATIONS
BUILDING
ADMINISTRATION
1+5
STA 1+68.68
6" X 6" TEE
.2
E
N D L
IN
E B
2+5
POE
STA 1+42.45
6" X 6" TEE
.2
B
E G
IN
L
IN
E C
B A S
IN
B -1
P O
E
.2
E
N D L
IN
E B
.2
B
E G
IN
L
IN
E B
B A S
IN
A -3
P O
B
E 3126367.23 N 10469837.07
E 3126485.10 N 10469878.69
E 3126415.51 N 10469979.05
1+6 4.8
1INLIN
E I
NLE
T C
-1
E 3126454.73 N 10469867.97
STA 1+32.20
BASIN B-1
E 3126443.87 N 10469898.72
STA 1+64.81
INLINE INLET C-1
E 3126434.89 N 10469924.15
STA 1+91.78
BASIN C-2
1+9 1.7
8BASIN
C-
2END L
INE C
STA 2+07.20
45° 6" ELBOW
2+0
NN
20'0 10'
NOT FOR CONSTRUCTION
FINAL SUBMITTAL
US Army Corps of
HORIZONTAL SCALE
VERTICAL SCALE
CU201
L
IN
E B
A N
D L
IN
E
C P
R O
F
IL
E S
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t
S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n
N o
F O
R T
W O
R T
H D
IS
T
R
IC
T
T
A Y
L O
R S
T
F O
R T
W O
R T
H
T E
X A
S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
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C H
IE
F
C
IV
IL
S E
C T
IO
N
B R
A N
T E
JE
N S
E N
P
V
ID
G
B R
O W
N
P
V
ID
G
B R
O W
N
P .E
B R
A N
T E
JE
N S
E N
P
.E
F O
R T
H O
O D
T
E X
A S
P N
S H
O R
T H
O R
N A
IR
F
IE
L
D A
D M
IN
IS
T R
A T
IO
N
B U
IL
D
IN
G
M A
R C
H
AVAILABLE INFORMATION SUCH AS GIS OR BASE MAPS.
EXISTING CONDITIONS SHOWN HEREIN WERE INCORPORATED FROM THE
AVAILABLE AND PROVIDED FOR REVIEW ON FUTURE SUBMITTALS. ANY
NOT SHOWN OR PROVIDED. TOPOGRAPHIC INFORMATION WILL BE
TIME OF THIS SUBMITTAL. THEREFORE, THE ACTUAL SITE TOPOGRAPHY IS
NOTE: TOPOGRAPHIC SURVEY INFORMATION WAS NOT AVAILABLE AT THE
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
LINE SURFACE OFFSET
0.00
0.00
Scaled 10.0000 Times Ver.
Scaled 1.0000 Times Hor.
1+00 1+50 2+00
EXISTING GRADE
FINISHED GRADE
735 735
DETAILS C&D / C-501
TOP EL 744.68
BASIN B-1
PROPOSED GRADE
EXISTING GRADE
6" 45° ELBOW
2+50
IN
V
E L
.4
S T
A
.2
B A
S
IN
B -1
LINE B PROFILE
LINE SURFACE OFFSET
0.00
0.00
Scaled 10.0000 Times Ver.
Scaled 1.0000 Times Hor.
1+00 1+50 2+00
EXISTING GRADE
FINISHED GRADE
735 735
IN
V
E L
.7
S T
A
.8
IN
L
IN
E
IN
L
E T
C -1
IN
V
E L
.0
S T
A
.7
B A
S
IN
C -2
DETAILS B&C / C-501
TOP EL 744.53
BASIN C-2
DETAILS C&D / C-501
TOP EL 744.68
BASIN B-1
DETAIL A / C-501
TOP EL 744.53
INLINE INLETC-1
PROPOSED GRADE
EXISTING GRADE
6" HDPE @ 1.0%
6" X 6" TEE
2+50
IN
V
E L
.4
S T
A
.2
B A
S
IN
B -1
LINE C PROFILE
6" X 6" TEE
6" HDPE @1.0%
IN
V
.1
S T
A
.2
E
L B
O W
IN
V
.8
S T
A
.6
X
T
E E
IN
V
.5
S T
A
.4
X
T
E E
IN
V
IN
W
.2
S T
A
.2
B A
S
IN
A -3
PHASE I LINE A
PHASE I BASIN A-3
40'0 20'
4'0 2'
NOT FOR CONSTRUCTION
FINAL SUBMITTAL
US Army Corps of
C-501
H
E E
T
O F
D
R A
IN
A
G E
D E
T A
IL
S
SOIL COVER
12" MIN.
4" MIN.
N.T.S.
BASINS B-1 & C-2REF
CS100
C
ALL JOINTS SHALL BE WATERTIGHT (WT).
NOTE:
WITH STANDARD GRATE
12" x 12" DUCTILE IRON FRAME
N.T.S.
REF
CS100
A
6" HDPE OUTLET PIPE
COVER
WITH SOLID
12" DRAIN BASIN
6" HDPE INLET PIPE
N.T.S.
BASIN B-1 PLANREF
CS100
D
6" HDPE OUTLET PIPE
N.T.S.
BASIN C-2 PLANREF
CS100
BACKFILL
GRANULAR
12" MIN.
12" DRAIN BASIN
TOP SOIL
PLACED AND COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
BEDDING AND BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
OR, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
GRANULAR MATERIAL MEETING THE REQUIREMENT OF CLASSI
THE BACKFILL MATERAL SHALL BE CRUSHED STONE OR OTHER
STANDARD GRATE OR SOLID COVER
12" x 12" DUCTILE IRON FRAME WITH
12" X 6" HDPE INLET
INLINE INLET C-1
B
WT TEE
6" X 6" INJECTION MOLDED
6" HDPE PIPE (TYP)
CONNECTION
GASKETED
FINISHED GRADE
RISER PIPE
6" HDPE
STANDARD GRATE
12" DRAIN BASIN WITH
6" HDPE INLET PIPE
FROM ROOF DRAIN
6" HDPE INLET PIPE
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t
S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
F O
R T
W O
R T
H D
IS
T
R
IC
T
T
A Y
L O
R S
T
F O
R T
W O
R T
H
T E
X A
S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
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B
C
D
E
F
G
Fort Worth District
FILE PATH:
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C H
IE
F
C
IV
IL
S E
C T
IO
N
B R
A N
T E
JE
N S
E N
P
V
ID
G
B R
O W
N
P
V
ID
G
B R
O W
N
P .E
B R
A N
T E
JE
N S
E N
P
.E
F O
R T
H O
O D
T
E X
A S
P N
S H
O R
T H
O R
N A
IR
F
IE
L
D A
D M
IN
IS
T R
A T
IO
N
B U
IL
D
IN
G
M A
R C
H
AVAILABLE INFORMATION SUCH AS GIS OR BASE MAPS.
EXISTING CONDITIONS SHOWN HEREIN WERE INCORPORATED FROM THE
AVAILABLE AND PROVIDED FOR REVIEW ON FUTURE SUBMITTALS. ANY
NOT SHOWN OR PROVIDED. TOPOGRAPHIC INFORMATION WILL BE
TIME OF THIS SUBMITTAL. THEREFORE, THE ACTUAL SITE TOPOGRAPHY IS
NOTE: TOPOGRAPHIC SURVEY INFORMATION WAS NOT AVAILABLE AT THE
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
NOT FOR CONSTRUCTION
FINAL SUBMITTAL
US Army Corps of
C-502
H
E E
T
O F
D
R A
IN
A
G E
D E
T A
IL
S
ELEVATION
W/ CLEANOUT
ROOF DRAIN CONNECTION
N.T.S.
REF
CU101
A
FINISHED GRADE
INJECTION MOLDED WT
6" HDPE PIPE (TYP)
CONNECTION
GASKETED
MOLDED WT
INJECTION
INJECTION MOLDED
PIPE
INSERTED IN RISER
DOWNSPOUT ADAPTER
FACE
BUILDING
CLEANOUT END CAP
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t
S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
F O
R T
W O
R T
H D
IS
T
R
IC
T
T
A Y
L O
R S
T
F O
R T
W O
R T
H
T E
X A
S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
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Enter Project Name
C H
IE
F
C
IV
IL
S E
C T
IO
N
B R
A N
T E
JE
N S
E N
P
V
ID
G
B R
O W
N
P
V
ID
G
B R
O W
N
P .E
B R
A N
T E
JE
N S
E N
P
.E
F O
R T
H O
O D
T
E X
A S
P N
S H
O R
T H
O R
N A
IR
F
IE
L
D A
D M
IN
IS
T R
A T
IO
N
B U
IL
D
IN
G
M A
R C
H
AVAILABLE INFORMATION SUCH AS GIS OR BASE MAPS.
EXISTING CONDITIONS SHOWN HEREIN WERE INCORPORATED FROM THE
AVAILABLE AND PROVIDED FOR REVIEW ON FUTURE SUBMITTALS. ANY
NOT SHOWN OR PROVIDED. TOPOGRAPHIC INFORMATION WILL BE
TIME OF THIS SUBMITTAL. THEREFORE, THE ACTUAL SITE TOPOGRAPHY IS
NOTE: TOPOGRAPHIC SURVEY INFORMATION WAS NOT AVAILABLE AT THE
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
NOT FOR CONSTRUCTION
FINAL SUBMITTAL
US Army Corps of
C-503
ID
E W
A L
K D
E T
A
IL
S
REF
A
SIDEWALK DETAILS
N.T.S.
EXPANSION JOINTCONTRACTION JOINT
WELDED WIRE MESH
6" x 6" - W2.9 x W2.9
1/8" 1/2" 1 /4
/8 R
R
REF
B
EXPANSION JOINT FILLER
1/2" PREMOLDED
N.T.S.
REF
C
N.T.S.
SIDEWALK DRAIN
CS100
1'-0" AT ROOF DRAINS
2'-0" AT SIDEWALKS
1/4" RAISED PATTERN
EXPANSION JOINT (TYP.)
HALF PLAN
(TYP. EA. SIDE)
#4 BARS CONTINUOUS
DETAIL "C"
SECTION
PLATE (G90 GALVANIZED)
3/4"
1 3/8"
1/4"T x 1/2"W BAR
2"x 2"x 1/4"
2'-2 3/4"
1/4" SCREW AT 12"
1/8"
PLATE
1/4" RAISED PATTERN
#3 BARS @ 12" O.C.
SIDEWALK
EXPANSION JOINT (TYP.)
(TYP.)
CONCRETE PAD
SEE DETAIL "C"
TO ANGLE
#4 BARS WELDED
2'-0"
@ 12" O.C.
6"
2"
3"
VARIES
TYPE I SIDEWALK
INTERSECTION DETAILS
CONCRETE SIDEWALK
EL INTERSECTION
IN NON-REINFORCED WALKS
REINFORCED SHADED AREA
LONGER RUN OF THE SIDEWALK
TO BE PLACED PARALLEL WITH THE
" PREMOLDED EXPANSION JOINT FILLER2
JOINT FILLER
" PREMOLDED EXPANSION2
TEE INTERSECTION
CONTRACTION JOINTS
REINFORCED WALKS
AREA IN NON-
REINFORCE SHADED
CONTRACTION JOINTS
3"
5'
PLAN
SEE LAYOUT
P L
A N
S E
E L
A Y
O U
T
LONGER RUN OF SIDEWALK
P L
A N
S E
E L
A Y
O U
T
3'-0"
3' -0"
PLAN
SEE LAYOUT
LABORATORY MAXIMUM DENSITY (ASTM D 1557)
4) 6" RAW SUBGRADE COMPACTED TO AT LEAST 90 PERCENT OF
3) All SIDEWALKS SHALL NOT HAVE CROSS SLOPES STEEPER THAN 2%.
ON CENTER WHERE WALK DOES NOT ABUT CURB.
2) PROVIDE EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 40'-0"
NOT TO EXCEED 5'-0" O.C.
1) CONTRACTOR SHALL PROVIDE CONTRACTION JOINTS AT INTERVALS
NOTE:
CS100
CS100
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t
S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
F O
R T
W O
R T
H D
IS
T
R
IC
T
T
A Y
L O
R S
T
F O
R T
W O
R T
H
T E
X A
S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
1/15/2019 12:39:43 PM
Enter Project Name
C H
IE
F
C
IV
IL
S E
C T
IO
N
B R
A N
T E
JE
N S
E N
P
V
ID
G
B R
O W
N
P
V
ID
G
B R
O W
N
P .E
B R
A N
T E
JE
N S
E N
P
.E
F O
R T
H O
O D
T
E X
A S
P N
S H
O R
T H
O R
N A
IR
F
IE
L
D A
D M
IN
IS
T R
A T
IO
N
B U
IL
D
IN
G
M A
R C
H
AVAILABLE INFORMATION SUCH AS GIS OR BASE MAPS.
EXISTING CONDITIONS SHOWN HEREIN WERE INCORPORATED FROM THE
AVAILABLE AND PROVIDED FOR REVIEW ON FUTURE SUBMITTALS. ANY
NOT SHOWN OR PROVIDED. TOPOGRAPHIC INFORMATION WILL BE
TIME OF THIS SUBMITTAL. THEREFORE, THE ACTUAL SITE TOPOGRAPHY IS
NOTE: TOPOGRAPHIC SURVEY INFORMATION WAS NOT AVAILABLE AT THE
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
NOT FOR CONSTRUCTION
FINAL SUBMITTAL
US Army Corps of
C-504
T
A
IR
D E
T A
IL
S
EQUAL HEIGHT
* RISERS SHALL BE
10"
12"
TYP.
18"
#3's @ 1'-0" OC
2-#4's TOP & BOTTOM
SIDE WALL BEYOND
#3's @1'-0" BEND 1'-0" INTO SIDEWALL
#3 BENT @ 1'-0" OC
(TYP)
" P.E.J.2
NON-EXPANSIVE FILL
2-#4's TOP & BOTTOM
TYP.
BOTH SIDES,
W/ HANDRAILS
SIDEWALL
PLAN
#3 @ 1'-0" OC
(SEE GRADING PLANS)
ELEV. VARIES
M
IN
. SIDEWALK
SECTION
" RAD.2
(SEE LAYOUT PLANS)
NO. OF RISERS VARIES
M
A X
1-# 3 EACH NOSING (TYP)
#3 @ 1'-0"
M
IN
10"
SIDEWALK
GRADING PLANS)
VARIES (SEE
(SEE GRADING PLANS)
SIDEWALK ELEV. VARIES
BEYOND
SIDE WALL
FOR CLARITY
HANDRAIL NOT SHOWN
PLAN
SEE LAYOUT
M
A X
12"
4' MAX. SPACING
AND PAINTED POST,
" DIA GALVANIZED2
M
IN
BOTTOM RISER
SLOPE= 1.0%
1"
THIS SHEET
SEE SIDEWALL DETAIL
18"
HANDRAIL
APPROVED MANUFACTURED
AND PAINTED PIPE OR
" DIA GALVANIZED2
(TYP)
TOP OF RAIL
M
IN
#3 BENT @ 1'-0" OC
M
A X
TOP OF SIDEWALL
COLOR TO MATCH BASE THEME
24"
TOP RISER
TYPICAL RISER
DETAIL
LAP #3 BAR
8"
SIDEWALL
DETAIL
(TYP)
6"
N.T.S.
P L
A N
(S E
E G
R A
D
IN
G
R
IS
E R
S V
A R
IE
S
N U
M B
E R
O F
RISER
N.T.S.
#4 BARS @ 12" OCEW
N.T.S.
TYPICAL HANDRAIL
DETAIL
PLANS
SEE GRADING
FINISHED GRADE RECOMMENDATIONS.
MANUFACTURERS
OR INSTALL PER HANDRAIL
WELD PIPE TO PIPE SLEEVE
HANDRAIL
(M
IN
REF
CS100
TYPICAL STAIR DETAILS
A
N.T.S.
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t
S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
F O
R T
W O
R T
H D
IS
T
R
IC
T
T
A Y
L O
R S
T
F O
R T
W O
R T
H
T E
X A
S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
1/15/2019 12:39:43 PM
Enter Project Name
C H
IE
F
C
IV
IL
S E
C T
IO
N
B R
A N
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AVAILABLE INFORMATION SUCH AS GIS OR BASE MAPS.
EXISTING CONDITIONS SHOWN HEREIN WERE INCORPORATED FROM THE
AVAILABLE AND PROVIDED FOR REVIEW ON FUTURE SUBMITTALS. ANY
NOT SHOWN OR PROVIDED. TOPOGRAPHIC INFORMATION WILL BE
TIME OF THIS SUBMITTAL. THEREFORE, THE ACTUAL SITE TOPOGRAPHY IS
NOTE: TOPOGRAPHIC SURVEY INFORMATION WAS NOT AVAILABLE AT THE
U .S
A
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Y C
O R
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NOT FOR CONSTRUCTION
FINAL SUBMITTAL
US Army Corps of
1. ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE
2. ACI 318/318R-14, BUILDING CODE REQUIREMENTS FOR
STRUCTURAL CONCRETE
3. ACI SP-66 (2004), ACI DETAILING MANUAL
4. AISC STEEL CONSTRUCTION MANUAL, 15th EDITION
5. AISI S100, NORTH AMERICAN SPECIFICATION FOR THE
DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS,
MOST CURRENT EDITION.
6. ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND
OTHER STRUCTURES
7. AWS D1.1 STRUCTURAL WELDING CODE, STEEL, 2015
8. INTERNATIONAL BUILDING CODE, IBC 2018
9. MBMA/MBSM (2012) METAL BUILDING SYSTEMS MANUAL
10. UFC 1-200-01, 08 OCTOBER 2019, DoD BUILDING CODE
(GENERAL BUILDING REQUIREMENTS)
11. UFC 3-301-01, 01 OCTOBER 2019, STRUCTURAL
ENGINEERING
12. UFC 3-320-06A, 01 MARCH 2005, CONCRETE FLOOR
SLABS-ON-GRADE SUBJECTED TO HEAVY LOADS
13. UFC 4-010-01, 12 DECEMBER 2018, DoD MINIMUM
ANTITERRORISM STANDARDS FOR BUILDINGS
NOTE: THIS LIST OF CODES IS NOT ALL-INCLUSIVE. REFER TO
OTHER DESIGN DISCIPLINE DRAWING SHEETS AND PROJECT
SPECIFICATIONS FOR ADDITIONAL APPLICABLE CODES AND
CRITERIA.
APPLICABLE CODES:
1. RISK CATEGORY = II
2. DEAD LOAD (IN ADDITION TO WEIGHT OF STRUCTURE)
2.2 PEMB ROOF = 10 PSF
2.3 COLLATERAL DEAD LOAD = 15 PSF (NOT TO BE
USED FOR UPLIFT LOAD CASES)
3. LIVE LOAD
3.1 ROOF LIVE LOAD = 20 PSF (REDUCIBLE)
3.2 300 LB CONCENTRATED LOAD APPLIED ANYWHERE
ALONG PEMB ROOF FRAMING.
3.3 SLAB ON GRADE LIVE LOAD:
100 PSF UNLESS NOTED OTHERWISE
4. SNOW LOADS
4.1 GROUND SNOW = 5 PSF
4.2 MINIMUM ROOF SNOW LOAD = 5 PSF
4.3 IMPORTANCE FACTOR = 1.0
4.4 THERMAL FACTOR = 1.0 (MAIN BUILDING);
1.2 (ROOF OVERHANGS)
4.5 EXPOSURE FACTOR = 1.0
5. WIND LOAD
5.1 BASIC WIND SPEED = 106 MPH
5.2 EXPOSURE CATEGORY = C
5.3 INTERNAL PRESSURE COEFFICIENT;
FULLY ENCLOSED GCpi = +/- 0.18
5.4 Kzt = 1.0; Kd = 0.85
6. SEISMIC LOAD
6.1 IMPORTANCE FACTOR = 1.0
6.2 Ss = 0.059
S1 = 0.039
6.3 SOIL SITE CLASS C
6.4 Sds = 0.051
Sd1 = 0.039
6.5 SEISMIC DESIGN CATEGORY A
6.6 BASIC SEISMIC FORCE RESISTING SYSTEM = STEEL
SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC
RESISTANCE (MOMENT AND BRACED FRAMES)
6.7 BASE SHEAR, V = (BY PEMB SUPPLIER)
6.8 SEISMIC RESPONSE COEFFICIENT = 0.02
6.9 RESPONSE MODIFICATION FACTOR, R = 3
6.10 ANALYSIS PROCEDURE = (BY PEMB SUPPLIER)
7. ANTI-TERRORISM FORCE PROTECTION
7.1 PER UFC 04-010-01
8. REFER TO SPECIFICATION 13 34 19 FOR METAL BUILDING
SYSTEM REQUIREMENTS.
DESIGN LOADS:
GENERAL NOTES:
1. DESIGN DRAWINGS SHOW INTENT OF REQUIRED CONSTRUCTION AND SPECIFIC CONSTRUCTION
AS NEEDED TO FACILITATE CLEAR DETAILING. FOR SPECIFIC CONDITIONS NOT SHOWN, THE
CONTRACTOR SHALL PROVIDE DETAILS OF CONSTRUCTION SIMILAR TO THOSE SHOWN. VERIFY
ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS PRIOR TO COMMENCING WORK. IF
DISCREPANCIES EXIST, NOTIFY THE CONTRACTING OFFICER IN WRITING PRIOR TO COMMENCING
WORK. CONTRACTOR SHALL MAKE NO DEVIATION FROM THE CONTRACT DOCUMENTS WITHOUT
WRITTEN APPROVAL FROM THE CONTRACTING OFFICER.
2. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE
METHOD OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES
NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL
INCLUDE, BUT ARE NOT LIMITED TO, TEMPORARY BRACING AND/OR SHORING FOR LOADS AND
CONDITIONS WHICH OCCUR PRIOR TO ATTAINING DESIGN STRENGTH OR COMPLETION OF THE
STRUCTURE. TEMPORARY CONSTRUCTION LOADING MAY INCLUDE AND ARE NOT LIMITED TO
LATERAL LOADS, LOADS DUE TO STOCKPILES OF MATERIAL, AND LOADS DUE TO CONSTRUCTION EQUIPMENT. SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS REQUIRED FOR SAFETY AND
UNTIL ALL FRAMING INCLUDING ROOF BRACING IS IN PLACE.
3. THE CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES, STRUCTURES, AND UTILITY LINES
FROM ALL DAMAGE. DAMAGE TO ALL WORK SHALL BE REPAIRED TO THE SATISFACTION OF THE
CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE.
4. THE CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND OTHER ITEMS WITH APPROPRIATE
TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.
5. THE FINISHED FLOOR ELEVATION SHOWN ON THE STRUCTURAL SHEETS ARE BASED ON A
RELATIVE DATUM OF 0'-0". FINISHED FLOOR ELEVATION SHOWN ON THE CIVIL SHEETS ARE BASED ON MEAN SEA LEVEL ELEVATION. COORDINATE THE FINISHED FLOOR ELEVATION SHOWN ON THE
STRUCTURAL SHEETS WITH THE ELEVATION SHOWN ON THE CIVIL SHEETS.
6. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR.
7. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.
8. SHOP DRAWINGS AND SUPPORTING DATA FOR ALL PEMB AND CONCRETE STEEL REINFORCING
SHALL BE SUBMITTED FOR REVIEW IN ACCORDANCE WITH THE SUBMITTAL SECTION OF THE
SPECIFICATIONS. FABRICATION SHALL NOT BEGIN UNTIL SHOP DRAWINGS COVERING THAT WORK HAVE BEEN REVIEWED BY THE ENGINEER. ANY FABRICATION THAT BEGINS PRIOR TO REVIEW OF
SHOP DRAWINGS SHALL BE AT THE CONTRACTOR'S RISK.
REINFORCED CONCRETE
1. DESIGN CODES: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-14)
2. MATERIAL STRENGTHS:
2.1 CONCRETE COMPRESSIVE STRENGTH (f'c) AT 28 DAYS:
SLAB ON GRADE....................................................................... 4,000 PSI ALL OTHER SLABS.................................................................... 4,000 PSI U.N.O.
2.2 REINFORCING STEEL:
BARS AND TIES........................................................................ ASTM A615, GR. 60 KSI WELDED WIRE MESH................................................................ASTM A1064, GR. 60 KSI
3. NOTES:
3.1 ALL CONCRETE OPERATIONS AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE
LATEST ACI AND CRSI STANDARDS.
3.2 REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL
EMBEDDED ITEMS AND ACCESSORIES. NO CALCIUM CHLORIDE OR OTHER DELETERIOUS
SALTS ARE PERMITTED IN CONCRETE. NO ALUMINUM EMBEDMENTS ARE PERMITTED.
PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS.
3.3 FURNISH THE FOLLOWING SPECIFIED CONCRETE COVER ON REINFORCING BARS UNO:
SINGLE LAYER REINFORCEMENT FOR SLAB-ON-GRADE...............1-1/2" FROM TOP
ALL MEMBERS CAST AGAINST AND PERMANETLY IN CONTACT WITH GROUND:
ALL REINFORCEMENT SIZES................................................... 3"
ALL CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
#6 THROUGH #18 BARS............................................................ 2"
#5 BAR, W31 OR D31 WIRE AND SMALLER.................
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