Technical Exhibit B - Drawings April 2020.pdf
PDF 15 MB Posted
- Solicitation number
- W91151-20-B-0013
About this file
This file provides details for a federal solicitation to construct a new operations building at North Fort Hood in Texas. The solicitation was issued by the Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood for project number W91151-20-B-0013. The purpose of the project is to build an operations building for Shorthorn Airfield, to be located near buildings 57132 and 57138 at North Fort Hood. The drawings included in Technical Exhibit B provide specifications for the new construction. Responses to the solicitation are due by the specified deadline, and the contract is to be awarded thereafter.
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Text version
SHORTHORN AIRFIELD OPERATIONS BUILDING
FORT HOOD, TEXAS
PN: 479858
FO
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T H O
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, TEXAS US ARMY CORPS
OF ENGINEERS
FORT WORTH DISTRICT
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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
DATED: APRIL 2020
29 April 2020
SHEET
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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-1 POINTS LIST
MI303 AHU-2 CONTROL SCHEMATIC
MI304 AHU-2 POINTS LIST
MI305 DEDICATED SPLIT SYSTEM CONTROLS
MI306 EXHAUST FAN 1 CONTROLS
MI307 EXHUST FAN 2 & 3 CONTROLS
MI308 UTILITIY CONTROLS
ELECTRICAL
ES001 EXTERIOR COMMUNICATIONS LEGEND
ES101 EXTERIOR TELECOMMUNICATIONS PLAN
ES501 TELECOMMUNICATION DETAILS
ES502 TELECOMMUNICATIONS DETAIL 3
E-001 ELECTRICAL LEGEND
EG101 LIGHTNING PROTECTION PLAN
EG501 GROUNDING DETAILS 1
EG502 GROUNDING DETAILS 2
EG503 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 FOUNDATIONS AND STOOP POINT LOCATIONS
CS103 BREAKLINE AND DRAIN A SURFACE POINT LOCATIONS
CS104 SITE PLAN POINT DATA
CG101 OVERALL GRADING PLAN CONTOURS, GRADE BREAKS, SPOT ELEVATIONS
CU101 SITE UTILITY PLAN
CU102 DRAIN A HORIZONTAL ALIGNMENT
CU201 DRAIN A PROFILE
C-501 HANDICAP SIGNAGE AND STRIPING DETAILS
C-502 DRAINAGE DETAILS SHEET 1 OF 2
C-503 DRAINAGE DETAILS SHEET 2 OF 2
C-504 SIDEWALK DETAILS
C-505 STAIR DETAILS
C-506 FE6-TWB-84 CHAIN LINK FENCE DETAILS
C-507 FE6-TWB-84 CHAIN LINK GATE 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
LIFE SAFETY
LS101 LIFE SAFETY PLAN
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2 3 4 5 6 7 8 9 10
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FILE PATH:
1/15/2019 12:39:43 PM
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3'-0"/160
3'-0"/160
3'-0"/160
35' TRAVEL DISTANCE
41' TRAVEL DISTANCE
37' TRAVEL DISTANCE
OCCUPANT EGRESS = 72
OCCUPANT
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OCCUPANT
EGRESS = 72
61' TRAVEL DISTANCE49' TRAVEL DISTANCE
KB
EGRESS TRAVEL PATH/DISTANCE
EXIT DIRECTION
3'-0"/160
TYPICAL FOR ALL EXIT EGRESS
EXIT CAPACITY (EXIT WIDTH/MAX CAPACITY PN)
NOTES:
1. WHERE "B" OCCUPANCY IS LABLED, EQUIVALENT
OCCUPANCY PER NFPA 101 IS "BUSINESS."
2. REFER TO FA AND LIGHTING PLANS FOR SMOKE DETECTOR
AND EXIT SIGN LOCATIONS.
3. THE ASSEMBLY SPACES SHOWN ON THE PLAN ARE
ANCILLARY TO THE MAIN OCCUPANCY, THEREFORE NO
SEPARATION IS REQUIRED.
4. THE COLLABORATION ROOM IS PART OF THE BUSINESS
OCCUPANCY TYPE, THEREFORE NO SEPARATION IS
REQUIRED.
5. WHERE BUSINESS OCCUPANCY IS LABELED FOR THE
OPEN OFFICE SPACE, THE MAX. PROBABLE OCCUPANTS
FOR THAT SPACE IS 24 PERSONS.
OCCUPANCY TYPE: "B"
ROOM SEPARATIONS (SF LIMITS)
EGRESS STARTING POINT
1 HR FIRE BARRIER
KNOX BOXKB
SHEET
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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:
PLAN NORTH
4/15/2020 10:35:54 AM
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PROJECT NAME
1/4" = 1'-0"A1 LIFE SAFETY PLAN
GENERAL NOTES
1. REFER TO FA AND LIGHTING PLANS FOR SMOKE
DETECTOR AND EXIT SIGN LOCATIONS.
2. EGRESS CAPACITY LEGEND SYMBOL SHOWS TOTAL
CAPACITY OF THE DOOR WIDTH USING .2"/PN, NOT THE
CALCULATED CAPACITY OF THE TRIBUTARY AREA IT
SERVES.
LIFE SAFETY LEGEND
0 2' 4' 8'
GENERAL PROJECT INFO
a. PROJECT NAME: SHORTHORN AIRFIELD OPERATIONS
BLDG
b. PROJECT NUMBER: 479858
c. LOCATION: NORTH FORT HOOD, TEXAS
d. BUILDING USE: ADMIN FACILITY
e. BUILDING AREA: 3,768 SF
f. BUILDING HEIGHT: 19'-10"
g. STORIES ABOVE 1
GRADE:
h. STORIES BELOW 0
GRADE:
APPLICABLE CODES
UFC 1-200-01
UFC 3-600-01
IBC 2018
NFPA 101, 2018
N S
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N L
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N
C-001
LAYDOWN AREA
200' X 200' CONSTRUCTION
PROJECT SITE
AFTER CONSTRUCTION
ACCESS GATE, TO REMAIN
CONTRACTOR INTALLED SITE
FOR ACCESS THROUGH 18TH STREET GATE
CONTRACTOR TO COORDINATE W/ COR
CONSTRUCTION FENCE
TEMPORARY
CONSTRUCTION FENCE
TEMPORARY
SHEET
NUMBER
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PLOT DATE:
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Fort Worth District
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BUILDING
FLIGHT OPERATIONS
F
16TH ST
I:N/A
2-19
T
H S
T
15T
H ST
30" LV-Ok
12" LV-Ok
7- 12" LV-OAKs
15" LV-OAK
15" LV-Ok
CEDAR
LV-OAK
LV-OAK
LV-OAK
CEDAR
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONC
GRASS
GRASS
GRASS
NN
60'0 30'
C-002
E
N E
R A
L N
O T
E S
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
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PLOT DATE:
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B
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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
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PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
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Fort Worth District
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PLOT DATE:
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B
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Fort Worth District
FILE PATH:
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F
16TH ST
R:729.91
I:N/A
2-19
15T
H ST
30" LV-Ok
12" LV-Ok
7- 12" LV-OAKs
15" LV-OAK
15" LV-Ok
CEDAR
LV-OAK
LV-OAK
LV-OAK
CEDAR
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONC
GRASS
GRASS
GRASS
GRASS
40'0 20'
CD100
V
E R
A L
L P
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N P
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N
16TH ST
PVC
R:729.91
I:N/A
2-19
15T
H ST
30" LV-Ok
12" LV-Ok
7- 12" LV-OAKs
15" LV-OAK
15" LV-Ok
CEDAR
LV-OAK
LV-OAK
LV-OAK
CEDAR
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONC
GRASS
GRASS
GRASS
GRASS
EXISTING SECURITY FENCE
REMOVE 172 LF +/- OF
DOMINION ENERGY
LINES TO BE REMOVED BY
EXISTING POLE AND OVERHEAD
DOMINION ENERGY
LINES TO BE REMOVED BY
EXISTING POLE AND OVERHEAD
REMOVED BY DOMINION ENERGY
EXISTING OVERHEAD LINES TO BE
E 3126372.77 N 10470010.66
EXISTING SECURITY FENCE
REMOVE 12 LF +/- OF
E 3126507.04 N 10470008.66
E 3126575.87 N 10469850.74
EXISTING PAVEMENT TO REMAIN
STRIPING WITHIN THIS AREA,
REMOVE ALL EXISTING PAVEMENT
PERFORMED AS PART OF THESE DEMOLITION ACTIVITIES.
CONTRACT BEGINS. NO GRADING OF THE SITE WILL BE
REMOVED BY OTHERS BEFORE CONSTRUCTION UNDER THIS
57138, 57139, AND TWO STORAGE TENTS WILL BE COMPLETELY
ALL EXISTING SIDEWALKS AND BUILDINGS 57132, 57133, 57134,
NOTE:
E 3126326.13 N 10469911.02
E 3126332.72 N 10469891.00
HEADER CURB
REMOVE 21 LF EXISTING
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
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N o
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Engineers ®
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PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
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F
G
Fort Worth District
FILE PATH:
1/15/2019 12:39:43 PM
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CS100
SHEET
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D ra w n b y
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S u b m it te d b y
S h e e t
S iz e
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PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
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F
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Fort Worth District
FILE PATH:
1/15/2019 12:39:43 PM
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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 O
P E
R A
T
IO
N S
B U
IL
D
IN
G
A P
R
IL
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
NN
40'0 20'
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
CONC
CONC
CONC
GRASS
GRASS
GRASS
PVC
EL 742.53
E 3126524.08
N 10469930.50
CP-501
EL 731.77
E 3126489.47 N 10469715.34
CP-500
EL 738.62
E 3126258.97 N 10469723.53
TBM-CONC-X
30" LV-Ok
12" LV-Ok
7- 12" LV-OAKs
15" LV-OAK
15" LV-Ok
CEDAR
LV-OAK
LV-OAK
LV-OAK
CEDAR
BUILDING
FLIGHT OPERATIONS
S
P A
C E S
18'
TYP
DETAIL A / C-505
CONCRETE STAIRS
TYP U.N.O.
WHITE STRIPES
NEW 4" WIDE
SPACES, SEE DETAILS A-E / C-501
THREE HANDICAPPED PARKING
DETAILS A&B C-504
NEW SIDEWALK
DETAIL C C-504
SIDEWALK DRAIN
DETAIL C C-504
SIDEWALK DRAIN
SEE SHEET C-506 FOR DETAILS
215 LF +/- NEW SECURITY FENCE
E 3126507.04 N 10470008.66
BEGIN NEW SECURITY FENCE
E 3126575.87 N 10469850.74
END NEW SECURITY FENCE
E 3126576.81 N 10469975.30
E 3126601.71 N 10469904.80
DETAIL A / C-502
INLINE DRAIN A-4
C-502
DETAILS B&C /
BASIN A-5
C-502
DETAILS C&D /
BASIN A-3
DETAIL B / C-503
MANHOLE A-2
DETAILS A&B C-504
NEW SIDEWALKS
DETAIL C / C-503
OUTLET A-1
DETAIL C C-504
SIDEWALK DRAIN
E 3126372.77 N 10470010.66
SEE SHEET C-507 FOR DETAILS
CONSTRUCT 2 ~ 6' WIDE SWING GATES
DRAINAGE SWALES TYP
CONSTRUCTION FENCE
TEMPORARY
CONSTRUCTION FENCE
TEMPORARY
CS101
SEE SHEET C-505 FOR STAIR CONSTRUCTION DETAILS.3.
SEE SHEET C-504 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
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 O
P E
R A
T
IO
N S
B U
IL
D
IN
G
A P
R
IL
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
BUILDING
FLIGHT OPERATIONS
NN
20'0 10'
7 8
37 36
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
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 O
P E
R A
T
IO
N S
B U
IL
D
IN
G
A P
R
IL
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
BUILDING
FLIGHT OPERATIONS
NN
20'0 10'
20 15
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
S W
A L
E
A N
D D
R A
IN
A
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:
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 O
P E
R A
T
IO
N S
B U
IL
D
IN
G
A P
R
IL
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
BUILDING
FLIGHT OPERATIONS
NN
20'0 10'
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
87 88 89
V
IDENTIFICATION
POINT
NORTHING EASTING
ELEVATION
TOP OF SIDEWALK
NUMBER
IDENTIFICATION
POINT
NORTHING EASTING
ELEVATION
FINISHED GRADE
SIDEWALK POINT DATA
FOUNDATION POINT DATA
NUMBER
IDENTIFICATION
POINT
NORTHING EASTING
ELEVATION
FINISHED GRADE
745.70
745.70
745.70
745.70
745.70
745.70
745.70
745.70
745.70
745.03
745.03
745.03
745.03
745.03
745.03
745.03
745.03
745.03
S
IT
E P
L A
N P
O
IN
T D
A T
A
10469887.31
10469885.42
10469880.71
10469861.85
10469860.42
10469856.60
10469842.65
10469834.04
10469828.38
10469836.98
10469854.60
10469864.51
10469883.37
10469888.09
10469889.97
10469913.26
10469915.81
10469917.14
10469917.80
10469919.14
10469930.43
10469966.99
10469962.28
10469958.50
10469956.62
10469953.79
10469949.08
10469930.10
10469952.12
10469954.95
10469956.84
10469957.78
10469959.61
10469946.16
10469942.33
10469915.93
10469914.10
10469916.43
10469911.72
10469909.39
10469905.56
10469898.55
10469896.72
10469899.05
10469891.50
10469886.51
10469940.67
10469942.50
10469925.39
10469914.42
10469913.09
10469912.42
10469911.09
10469908.46
10469904.60
10469892.38
10469890.68
10469910.63
3126503.49
3126504.16
3126505.82
3126512.48
3126512.99
3126511.16
3126471.67
3126447.27
3126449.27
3126473.63
3126523.53
3126520.03
3126513.37
3126511.70
3126511.04
3126332.71
3126339.93
3126343.70
3126345.59
3126349.36
3126381.33
3126484.88
3126486.54
3126487.87
3126488.54
3126489.54
3126491.20
3126380.41
3126484.82
3126483.82
3126483.16
3126482.83
3126479.00
3126440.91
3126439.08
3126448.40
3126452.23
3126458.83
3126460.49
3126453.89
3126452.06
3126454.54
3126458.37
3126464.97
3126467.63
3126453.49
3126434.36
3126430.54
3126382.07
3126351.02
3126347.25
3126345.37
3126341.60
3126334.15
3126332.23
3126336.57
3126331.87
3126325.26
745.56
744.61
744.51
739.51
739.51
739.51
739.51
739.51
739.51
739.51
739.51
739.51
744.51
744.61
745.56
743.88
744.06
744.15
744.19
744.28
745.06
745.06
745.06
745.20
745.27
745.38
745.56
745.56
745.38
745.27
745.20
745.17
745.06
745.06
745.06
745.06
745.21
745.56
745.56
745.21
745.06
745.06
745.21
745.56
745.56
745.06
745.06
745.06
745.06
744.28
744.19
744.15
744.06
743.88
743.70
743.24
743.14
743.93
ELEVATION
TOP OF STOOP
10469923.28
10469882.89
10469890.19
10469896.52
10469906.87
10469956.22
10469946.19
10469939.42
10469932.24
3126461.71
3126475.98
3126496.64
3126514.56
3126543.87
3126526.44
3126498.05
3126478.88
3126458.55
10469884.90
10469945.97
10469918.10
10469913.38
10469900.71
10469886.57
10469892.02
10469894.69
10469944.36
10469941.25
10469887.31
10469889.97
10469949.08
10469916.43
10469911.72
10469899.05
745.56
745.56
745.66
745.66
745.66
745.66
745.66
745.66
745.66
745.66
745.56
745.56
745.56
745.56
745.56
745.56
745.48
745.48
745.58
745.58
745.58
745.58
745.58
745.58
745.58
745.58
745.48
745.48
745.48
745.48
745.48
745.48
3126469.96
3126482.40
3126463.54
3126465.21
3126469.68
3126474.68
3126501.83
3126509.37
3126492.87
3126484.07
3126503.49
3126511.04
3126491.20
3126458.83
3126460.49
3126464.97
ELEVATION
TOP OF FDTN.
NUMBER
IDENTIFICATION
POINT
NORTHING EASTING
ELEVATION
FINISHED GRADE
BREAKLINE AND DRAIN A POINT DATA
744.53
744.53
738.59
738.96
744.68
739.43
743.86
744.83
743.00
743.44
743.54
743.74
744.83
744.79
744.79
744.65
744.54
744.68
744.43
744.43
744.48
744.53
744.53
744.53
744.53
742.70
743.00
743.45
744.53
743.74
743.83
744.40
745.03
739.43
738.54
738.48
744.98
STOOP POINT DATA
10469929.15
10469903.72
10469867.58
10469872.60
10469897.94
10469841.42
10469972.40
10469955.42
10469889.40
10469912.76
10469917.47
10469925.04
10469952.09
10469939.29
10469885.88
10469875.51
10469868.73
10469872.96
10469868.25
10469895.55
10469900.67
10469908.31
10469959.55
10469965.24
10469965.65
10469972.35
10469972.08
10469963.25
10469955.62
10469957.56
10469955.90
10469944.63
10469932.24
10469861.85
10469845.14
10469839.48
10469942.33
3126449.04
3126458.02
3126550.32
3126548.54
3126539.60
3126449.24
3126485.16
3126437.11
3126342.15
3126346.31
3126344.64
3126351.07
3126427.68
3126432.83
3126451.70
3126455.36
3126461.45
3126468.88
3126470.54
3126547.86
3126553.55
3126553.96
3126535.87
3126530.75
3126523.11
3126537.88
3126529.31
3126504.30
3126494.72
3126488.21
3126483.49
3126451.59
3126458.55
3126512.48
3126478.70
3126480.70
3126439.08
CS104
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 O
P E
R A
T
IO
N S
B U
IL
D
IN
G
A P
R
IL
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
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:
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 O
P E
R A
T
IO
N S
B U
IL
D
IN
G
A P
R
IL
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'
.7
.8
.9
739.43
.5
.4
3.
743.44
.4
.8
.7
.3
744.98
V
V
744.43
744.53
.5
743.54
.5
744.53
.0
.8
3 7 .8
.7
.7
V
739.43
742.70
V
V
V
V
V
V
743.64
743.74
743.83
V
V
V
V
V
744.40
.4
.5
744.48
V
V
744.53
744.53
.6
V
745.03
FF EL=745.7
FLIGHT OPERATIONS BUILDING
.0
745.03
30" LV-Ok
7- 12" LV-OAKs
15" LV-Ok
LV-OAK
LV-OAK
LV-OAK
CEDAR
IT
E U
T
IL
IT
Y
P L
A N
CU101
C O
C O
E 3126490.86 N 10469882.85
FOR AMERICAN WATER
POINT OF DEMARCATION
TWO WAY CLEANOUT,
W
INV. OUT 738.63
OUTLET A-1
TOP EL. 744.53
BASIN A-5
MANHOLE, DETAIL A / C-503
CONNECT DOWNSPOUT TO
TO LINE A, DETAIL A / C-503
CONNECT DOWNSPOUTS
8" H
DPE10.
LF
E 3126460.17 N 10469938.11
DEMARCATION FOR AMERICAN WATER
BACKFLOW PREVENTER, POINT OF
BUILDING SIDE OF DOMESTIC
TOP EL. 744.68
MANHOLE A-2
TOP EL. 744.68
BASIN A-3
.7
L
F " H
D P
E
.6
L
F " H
D P
E
.8
L
F
" R
C P
38.
LF
~ 8
" H
DPE
" H
D P
E
" H
D P
E
H D
P E
6" H
DPE
TOP EL. 744.53
INLINE INLET A-4
8" H
DPE26.
LF
SEE SITE ELECTRIC PLANS
UNDERGROUND COMM LINES
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
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N
E N
G
IN
E E
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IN
G B
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N C
H
PLOT DATE:
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ID
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ID
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B R
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P .E
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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T H
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N A
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F
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N S
B U
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A P
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U .S
A
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O R
P S
O F
E N
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IN
E E
R S
C
NN
20'0 10'
BUILDING
FLIGHT OPERATIONS
30" LV-Ok
7- 12" LV-OAKs
15" LV-Ok
CEDAR
LV-OAK
LV-OAK
CEDAR
30" LV-Ok
7- 12" LV-OAKs
15" LV-Ok
CEDAR
LV-OAK
LV-OAK
CEDAR
D R
A
IN
A H
O R
IZ
O
N T
A L
A L
IG
N
M E
N T
SEE SHEET CU201 FOR DRAIN A PROFILE1.
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:
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C
D
E
F
G
Fort Worth District
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C H
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IV
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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
O W
N
P
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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
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D O
P E
R A
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N S
B U
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IN
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A P
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U .S
A
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Y C
O R
P S
O F
E N
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IN
E E
R S
NN
20'0 10'
BUILDING
FLIGHT OPERATIONS
1+5
0+0
POB
0+4 2.2
0PI
1+1 7.2
PI
E 3126449.04 N 10469929.15
STA 1+76.53
BASIN A-5
E 3126548.65 N 10469872.29
STA 0+15
OUTLET A-1
E 3126539.60 N 10469897.94
STA 0+42.20
MANHOLE A-2
E 3126458.02 N 10469903.72
STA 1+49.81
INLINE INLET A-4
E 3126468.88 N 10469872.96
STA 1+17.20
BASIN A-3
5°
90°
2+0
POE
E 3126441.31 N 10469951.04
E 3126553.65 N 10469858.15
90°
STA 0+80.72
8" X 6" TEE
STA 1+06.95
8" X 6" TEE
HORIZONTAL SCALE
VERTICAL SCALE
CU201
D R
A
IN
A P
R O
F
IL
E
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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C
D
E
F
G
Fort Worth District
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C H
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IV
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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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N
P
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ID
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B R
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N
P .E
B R
A N
T E
JE
N S
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P
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F O
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H O
O D
T
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A S
P N
S H
O R
T H
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N A
IR
F
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D O
P E
R A
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N S
B U
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A P
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U .S
A
R M
Y C
O R
P S
O F
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IN
E E
R S
LINE SURFACE OFFSET
0.00
0.00
Scaled 10.0000 Times Ver.
Scaled 1.0000 Times Hor.
0+00 0+50 1+00 1+50 2+00
DRAIN A PROFILE
EXISTING GRADE
FINISHED GRADE
735 735
IN
V O
U T
E L
.6
IN
V
IN
E L
.3
IN
V
IN
E L
.1
S T
A
.2
M A
N H
O L
E A
-2
IN
V
E L
.8
S T
A
B E
G
IN
O U
T L
E T
A -1
IN
V O
U T
E L
.7
IN
V
IN
E L
.8
S T
A
.7
R O
O F
D R
A
IN
T
IE
-IN
IN
V O
U T
E L
.0
IN
V
IN
E L
.0
S T
A
.9
R O
O F
D R
A
IN
T
IE
-IN
IN
V O
U T
S
.1
IN
V
IN
W
.2
IN
V
IN
N
.4
S T
A
.2
B A
S
IN
A -3
IN
V
E L
.7
S T
A
.8
IN
L
IN
E
IN
L
E T
A -4
IN
V
E L
.0
S T
A
.5
B A
S
IN
A -5
DETAIL B / C-503
TOP EL 744.68
MANHOLE A-2 DETAILS B&C / C-502
TOP EL 744.53
BASIN A-5
DETAILS C&D / C-502
TOP EL 744.68
BASIN A-3
DETAIL A / C-502
TOP EL 744.53
INLINE DRAIN A-4
PROPOSED GRADE
EXISTING GRADE
6" HDPE
@ 1%
@ 2 .5%12"
RCP
@ 1.0%
8" HDPE
8" X 6" TEES TIE-IN
6" ROOF DRAIN
6" X 6" TEE
DETAIL C / C-503
OUTLET A-1
4'0 2'
N D
IC
A
P S
IG
N
A G
E A
N D
S T
R
IP
IN
G
D E
T A
IL
S
C-501
VAN ACCESSIBLE
ƒ
1'-2"1'-2"
1'-2" 1'-2"
3"
6'-0"
3'-8"
11ƒ" ƒ
1'-4"
HANDICAPPED PARKING SIGN
6"
6"
94°
148° 3"
114°
PAINT WHITE
45°
PAINT WHITE
PAINT ROYAL BLUE
30"
36"
33" 38" 13"
19"
28"
14"
25"
13"
L
42"
SPACE
C
59°
84"
114"
9" R
9"
6"
6"
2' R
42"
PLAN
ELEVATION
STOP MAY BE USED
MANUFACTURED WHEEL
APPROVED STANDARD
NOTE:
END VIEW
ANCHOR ROD
2 - #3 BARS " x 1'-6" ANCHOR RODS8
" I.D. SLEEVES FOR4
#3 BARS @ 14" O.C.
" I.D. SLEEVES4
ANCHOR ROD
" DIAM.8
(T Y
P
6" (TYP)
3'-0" (TYP.)
R7-8A
MUTCD
SIGN POST
2" DIA. STEEL
INTO PIPE.
POST A MIN. OF 4"
INSIDE OF PIPE. SCREW
THREAD END OF POST
FINISH GRADE
N.T.S.
SEE PLAN
N.T.S.
N.T.S. N.T.S.
HANDICAPPED PARKING STRIPES DETAIL HANDICAPPED SYMBOL DETAIL WHEEL STOP DETAILS
A B C
D
REFREF
REF
REF
CS100
CS100 CS100 CS100
CONT.
#3 BARS
N.T.S.
E
REF
CS100
9'5'11'5'9'
HANDICAPPED PARKING DETAIL
SEE DETAIL B THIS SHEET
HANDICAPPED SYMBOL TYP. 3 PLACES
TYPICAL THROUGHOUT U.N.O.
4" WIDE WHITE STRIPING
SEE DETAIL A THIS SHEET
HANDICAPPED PARKING STRIPES
SEE DETAIL C THIS SHEET
WHEEL STOP
12"
12"
12" DIA. CONC. FOOTING
STRIPES (TYP.)
4" WIDE PAINTED YELLOW
2" I.D. PIPE
45 DEG.
C
E S
S
IB
F
(TYP.)
SEE DETAIL D THIS SHEET
PARKING SIGN TYP THREE PLACES
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 lic 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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C
D
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Fort Worth District
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C H
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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
O W
N P
V
ID
G
B R
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N
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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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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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O P
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A T
IO
N
S B
U
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D
IN
G A
P R
IL
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.S A
R M
Y C
O R
P S
O F
E N
G
IN
E E
C-502
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.
BASIN A-3 & A-5REF
CS100
C
ALL JOINTS SHALL BE WATERTIGHT (WT).
NOTE:
WITH STANDARD GRATE
12" x 12" DUCTILE IRON FRAME
N.T.S.
REF
CS100
A
8" HDPE OUTLET PIPE
COVER
WITH SOLID
12" DRAIN BASIN
6" HDPE INLET PIPE
CONNECTION
FUTURE HDPE INLET PIPE
6" PLUGGED ADAPTER FOR
N.T.S.
BASIN A-3 PLANREF
CS100
D
6" HDPE OUTLET PIPE
FROM ROOF DRAIN
6" HDPE INLET PIPE
N.T.S.
BASIN A-5 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 DRAIN A-4
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
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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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 O
P E
R A
T
IO
N S
B U
IL
D
IN
G
A P
R
IL
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
C-503
H
E E
T
O F
D
R A
IN
A
G E
D E
T A
IL
S
ELEVATION
ROOF DRAIN CLEANOUT
N.T.S.
A
HORIZONTAL SPAM LENGTH
D D
/2 D
/2 D
1'-0"
4"
1'-0"
SECTION
FABRIC (CENTER IN 6" BLANKET)
1 LAYER 6X6-W2.9XW2.9 WELDED WIRE
FLOWLINE
PRECAST STORM DRAIN MANHOLE
MORTAR COATING.
IN MAIN LINE PIPE TO THE MANHOLE CONNECTION, APPLY A RICH CEMENT
MONOLITHIC CONSTRUCTION OR FABRICATE AS DESCRIBED: WELD REINFORCING1.
30" d
GRADE
IN PLACE
GROUT FRAME
PRECAST MANHOLE SECTIONS
#6 @ 12" O.C.E.W.
CAST-IN-PLACE CONCRETE SLAB
NOTE:
30" DIA. OPENING, 400LBS. TOTAL WEIGHT (LIGHT DUTY)
CAST IRON MANHOLE FRAME AND COVER,
48"
10"
N.T.S.
REF
CS100
C
OUTLET A-1 DETAIL
REF
CU101
A
REF
CS100
B
FINISHED GRADE
INJECTION MOLDED WT
6" HDPE PIPE (TYP)
CONNECTION
GASKETED
MOLDED WT
INJECTION
INJECTION MOLDED
PIPE
INSERTED IN RISER
DOWNSPOUT ADAPTER
FACE
BUILDING
I
.D
12" RCP
CLEANOUT END CAP
I
.D
N.T.S.
A
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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C
D
E
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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 O
P E
R A
T
IO
N S
B U
IL
D
IN
G
A P
R
IL
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
C-504
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
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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
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C-505
T
A
IR
D E
T A
IL
S
EQUAL HEIGHT
* RISERS SHALL BE
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
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
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F O
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F O
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X A
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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
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PLOT DATE:
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C
D
E
F
G
Fort Worth District
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U .S
A
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Y C
O R
P S
O F
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IN
E E
C-506
H
A
IN
L
IN
K F
E N
C E
D E
T A
IL
S
F E
-T
W B
-8
GROUNDING DETAIL
BARBED-WIRE APRON ON EXTENSION ARMS
ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE OPPOSITE SIDE OF THE SECURE AREA.
2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE FENCE
H-BEAM
SECTIONS AND METHODS OF INSTALLATION.
1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES OF FENCE
X X
X
TOP TENSION WIRE
X
LINE POST ATTACHMENTS
NO SCALE
H-BEAM
TOP AND BOTTOM
WITHIN 4" FROM
OF FABRIC)
(15" O.C. MAX. AND
TIE WIRE
X X
X X
X X
XX
XX X
X
X XX
X
X
X
X
X XX
35° 45°
RAILS
BRACE
PULL POST
TRUSS ROD
FABRIC
BOTTOM OF
9-GAGE TIE WIRES
EACH FABRIC LINK
TENSION BAR TO ENGAGE
4" FROM TOP AND BOTTOM OF FABRIC)
TENSION BAND (15" O.C. MAX. AND WITHIN
BRACE RAILS
M
IN
POST
LINE
I
N C
H E
S
TRUSS ROD
CHAIN-LINK FABRIC
(3/8" MIN. DIA.)
TRUSS ROD
TRUSS ROD
(3/8" MIN. DIA.)
(2'-0" O.C. MAX.)
NOTE:
WITHIN 4" FROM
(3/8" MIN. DIA.)
TOP AND BOTTOM
(15" O.C. MAX. AND
OF FABRIC)
NO SCALE
FENCE POST
NOTES:
10'-0" max.
Truss Rod
10'-0" max.
PROVIDE BRACE PANEL WHENEVER
1'-0"
CORNER POST
6" T Y P
1' -6
FITTING OF COPPER
OR APPROVED CLAMPED-TYPE
MOLDED EXOTHERMIC WELD
GROUND ROD
COPPER-CLAD STEEL
"DIA.4
COPPER WIRE
#8 AWG SOLID
LINE POST
EXTENSION ARM DETAILS
3/8" PLAIN PIN
LOCK PIN (TYP.)
3/8" PLAIN PIN
BARBED WIRE (TYP.)
STEEL POST SCHEDULE
NO SCALE
RIVETED FLUSH (TYP.)
1' -1 0"
RIVETED FLUSH (TYP.)
7.
5" (T
YP.
RINGS (TYP.)
HOG
BRACE PANEL DETAIL
NO SCALE
NO SCALE
NO SCALE
FASTENING DETAILS
STRAIGHT RUNS EXCEED 500 FEET.
TRUSS ROD AND BAND TENSION BAND DETAIL BRACE RAIL CLAMP DETAILS
T Y
P
NO SCALE
OR PULL POST
CORNER, END,
CHAIN-LINK SECURITY FENCE DETAIL
TIE WIRES
BRACE RAIL
LINE POST
LINE POST(9 GAGE, 2" MESH)
10'-0" MAXIMUM
16" MIN. DIA.
LINE POSTS TO BE EQUALLY SPACED
CONCRETE BASE
TENSION WIRE
FABRIC
CARRIAGE BOLT
TENSION BAND
LINE POST
CONCRETE BASE
10" MIN. DIA.
GRADE
FABRIC
TENSION BAR
TIE WIRE
10'-0" MAXIMUM
END OR GATE POST DETAILROUND POST
TOP OR BRACE RAIL ATTACHMENT
LINE POST ATTACHMENTS
ROUND POST
USE AND SECTION
X XXX X
X
X
XX X
X
X XX
X
X
XX X
X
X X
X X
X XX
X XX
X X
X
X XX
XX
X XX
X
X
X
X
X
X X
X
X
X
XX X
X
X XX
XX
X
X
X
X X
X
XX
XX X
X X
X X
X
X
X
X
X
X
X
X
1'-0"
X
X
X
CONCRETE UP TO THE TOP OF THE FOUNDATION.
3. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST IS COMPLETELY FILLED WITH
TENSION BAND DETAIL TENSION BAND DETAIL
TENSION WIRE
1.66" O.D.
2.25" x 1.70"
1.50" O.D.
1.625" x 1.25"
1.625" x 1.50"
TENSION WIRE
X
X X X
X
X XXX X
2.25" x 1.70"
TUBULAR - SQUARE
TUBULAR - ROUND
C-SECTION (ROLL-FORMED)
TUBULAR - ROUND
LINE POSTS
FABRIC LESS THAN 72"
MINIMUM OUTSIDE DIMENSIONS (NOMINAL)
FABRIC 72" TO 96"
CORNER, END & PULL POSTS
FABRIC OVER 96"
H-SECTION
2.375" O.D.
C-SECTION (ROLL-FORMED)
2.875" O.D.
3.50" x 3.50"
2.50" SQ.
TOP, BOTTOM & BRACE RAILS
C-SECTION (ROLL-FORMED)
TUBULAR - ROUND
H-SECTION
TUBULAR - SQUARE
X
XX
XX X
X X
X XX
X
X
X
X
X
X
X
X
X
X
X X X XX
X
X
X
X X
X
XX
X
X X
X X
X
X X X
X
THE AREA BEING PROTECTED.
5. UNLESS SPECIFICALLY SHOWN OR SPECIFIED, ALL FE6 FENCE SHALL HAVE APRON EXTENDED OUTWARD FROM
4. THE MECHANICAL YARD FENCED AREA SHALL HAVE A FENCE FABRIC COVER.
SHEET
NUMBER
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S h e e t
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N o
S o li c it a ti o n N o
F O
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A Y
L O
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F O
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H
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X A
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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
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PLOT DATE:
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O F
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C-507
H
A
IN
L
IN
K G
A T
E D
E T
A
IL
S
F E
-T
W B
-8
GRADE LINE
LINE POST
NO SCALE
6" DIA. P.C. CONC.
(TO HOLD GATE OPEN)
BRACE RAIL (TYP)
LATCH ASSEMBLY
HINGES (TYP)
BRACE RAIL (TYP)
TRUSS ROD (TYP)
SAND/GRAVEL
" D
IA
10"
(INDUSTRY STANDARD)
" DIA. DROP ROD2
GATE FRAME
M
IN
LINE POST
ROD
TRUSS
TRUSS ROD
GATE POST
HINGES
BRACE RAIL
F E
N C
E F
A B
IC
LATCH
GRADE LINE
BRACE RAIL
OPENING - FEET (CLEAR OPENING BETWEEN GATE POSTS)
M A
X
FABRIC
CHAIN-LINK
TOP TENSION WIRE OR
WIRE (TYP)
BOTTOM TENSION
OR RAIL AS SPECIFIED
GATE LEAF
GATE OPENING
" O. D.8
53'-4" FOR POSTS 6
" 0. D.8
53'-10" FOR POSTS 8
RAIL AS SPECIFIED (TYP)
DROP ROD FOUNDATION GATE KEEPER
OFFSET HINGE
TYPE FE-5 FENCE
STANDARD HINGE
TOP TENSION WIRE
WIRE
TENSION
BOTTOM
GATE OPENING
SWING GATE DETAILS
GATE LEAF
DROP ROD
2.5" SQ
2.875" OD
6' OR LESS
4.0" OD
8.625" ODMORE THAN 18'
GATE LEAF WIDTH
GATE POST SCHEDULE
OUTSIDE DIMENSION
(NOMINAL) (NOMINAL)
6.625" OD
- DO (DOUBLE)
HINGE - RA (STANDARD)
- HO (OFFSET)
FE5-48-SO-HO-6
4. GATES SHALL BE DESIGNATED AS FOLLOWS:
NOTES:
FENCE TYPE - FE5, FE6, ETC.
TYPE OPENING - SO (SINGLE)
FENCE HEIGHT - INCHES
PERSONNEL GATE
GRAVEL SURFACE COURSE
MORE THAN 12' TO 18'
MORE THAN 6' TO 12'
LATCH ASSEMBLY
SUPPLIED.
SHALL BE RESPONSIBLE FOR THE PROPER RIGID CONSTRUCTION OF ALL GATES
OF TRUSS RODS TO BRACE ALL-WELDED GATE FRAMES. THE CONTRACTOR
AT CONTRACTOR'S OPTION A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU
OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY FITTINGS.
NOMINAL (ROUND) OR 2.00' NOMINAL (SQUARE). GATE FRAMES SHALL BE
3. ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900 1.90"
LATCH ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.
2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS,
COMPLY WITH THE SPECIFICATIONS.
LIMIT OTHER TYPE OF FENCE SECTIONS AND METHODS OF INSTALLATION THAT
1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO
DROP ROD ASSEMBLY
NO SCALE
NO SCALE
4" O. D. & LESS
16" DIA. MIN. FOR GATE POSTS
4" O. D. & LESS
3'-0" MIN. FOR POSTS
OVER 4" O.D.
24" DIA. FOR GATE POSTS
AT CURB AND GUTTER
GATE POST SECTION
WASHER
JOINT
" EXP.2
NEW GATE
POST FTG.
NEW GATE
HINGE
STANDARD
ELEVATION
DOUBLE SWING GATE (TYPE FE-5 FENCE)
F E
N C
E F
A B
IC
GUTTER
NEW CURB &
NO SCALE
ELEVATION
SEE
GUTTER
EXIST. CURB &
3" MIN.
GUTTER
SAWCUT
CURB
EXIST.
RODS (TYP)
TRUSS
" DIA.8
STEEL PIPE
1" ID
JOINT
" EXP.2
POST
GATE
GATE
DEPTH
CURB FULL
SAWCUT
PLAN
EXAMPLES: FE6-96-DO-RA-24
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
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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 O
P E
R A
T
IO
N S
B U
IL
D
IN
G
A P
R
IL
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
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, 14TH 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.…
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