1A104159P-Technical Exhibit B Revised Drawings.pdf
PDF 9 MB Posted
- Solicitation number
- W91151-20-B-0018
About this file
This federal contract opportunity announcement solicits bids for a construction project to replace an existing temporary communication trailer with a new communication server building at Fort Hood, Texas. The project includes constructing a new building to house both NIPR and SIPR networks. The contractor will provide all labor, materials, equipment and transportation to complete the scope of work. The contract is set aside for small businesses with a NAICS code of 236220 and size standard of $39.5 million. An organized site visit will be held on July 8, 2020 and bids are due by August 4, 2020. The contract performance period is 180 days after notice to proceed. The wage determination is TX20200230. The point of contact is Sonja Fields and bids must be submitted through betaSAMS.
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US Army Corps of
Engineers ®
Fort Worth District
TEXAS HWY 36 ACCESS GATE
G-003
LAYDOWN AREA
PROJECT SITE
P R
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N P
L A
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TEXAS
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MILE
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N 18TH ST
A
N 16TH ST
N 17TH ST
N 24TH ST
N 23RD ST
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1000'0 500'
TRAVEL DISTANCE56'-6"
TRAVEL DISTANCE
31'-6"
32"/160
32"/160
FEB
KB
64 SF
MECH
26 SF
JAN
39 SF
ELEC
247 SF
SERVER
842 SF
OPEN OFFICE
53 SF
TOILET
10971 SF
BREAK/LACTATION
112 SF
SUPERVISOR
70 SF
FRONT ENTRY
VESTIBULE
FEC
FEB
75 SF
CORRIDOR
81 SF
TELECOM
FEC
LIFE SAFETY LEGEND
FIRE EXTINGUISHER WITH BRACKET
(FEB)
EGRESS PATH WITH DISTANCE
EXIT DIRECTION
32"/160 TYPICAL FOR ALL EXIT EGRESS
EGRESS CAPACITY (EXIT/PERSONS)
1 HR PARTITION
FIRE EXTINGUISHER CABINET
(FEC)
KNOX BOX
FEC
FEB
KB
SHEET
NUMBER
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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:
PLAN NORTH
5/18/2020 8:34:19 AM
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PROJECT NAME
SERVER BUILDING
NORTH FORT HOOD (NFH)
GENERAL PROJECT INFORMATION
a. PROJECT NAME: SERVER BUILDING, FY19
b. PROJECT NUMBER:
c. LOCATION NORTH FORT HOOD, TEXAS
d. BUILDING USE: BUSINESS
e. BUILDING AREA 2,000 SF
f. BUILDING HEIGHT (FT) 16'-4"
g. STORIES ABOVE GRADE: 1
h. STORIES BELOW GRADE: 0
Applicable Codes
UFC 1-200-01, 2019
UFC 3-600-01 Change 4, 2020
IBC 2018
NFPA 101, 2018
NFPA 76, 2016
BUILDING USE
a. PRIMARY: SERVER ROOM ( 247 SF )
OPEN OFFICE / SUPERVISOR ( 955 SF )
b. SECONDARY: SUPPORT
BREAK / LACTATION ( 71 SF )
MECH ( 64 SF )
TELECOM ( 81 SF )
JAN ( 26 SF )
ELEC ( 39 SF )
CIRCULATION ( 145 SF )
TOILET ( 53 SF )
OCCUPANCY CLASSIFICATION
BUSINESS (B) GENERAL NFPA 101 6.1.2.1, 12.1.7.1
BUSINESS (B) TRAINING & SKILL DEVELOPMENT IBC 304.1
OCCUPANT LOAD CALCULATIONS
SPACE LOAD FACTOR OCCUPANT LOAD
OPEN OFFICE / SUPERVISOR (BUSINESS USE) 100 SF/PN NFPA 101 (TABLE 7.3.1.2) 955/100 = 10
BREAKROOM (ASSEMBLY USE) 15 SF/PN NFPA 101 (TABLE 7.3.1.2) 71/15 = 4
UTILITY SPACES (MECH, ELEC) 500 SF/PN UFC 3-600-01 (TABLE 10-1) 103/500 = 0.2
UTILITY SPACES (TELECOM, SERVER) 300 SF/PN UFC 3-600-01 (TABLE 10-1) 295/300 = 0.9
OCCUPANT LOAD CALCULATED = 15
CONSTRUCTION CLASSIFICATION
CONSTRUCTION TYPE II-B NON-COMBUSTIBLE, IBC 602.2
(NON SPRINKLERED) UNPROTECTED
MAXIMUM ALLOWABLE HEIGHT - FEET. 55 FEET (NON SPRINKLERED) IBC TABLE 504.3
(ASSEMBLY GROUP A-3)
MAXIMUM ALLOWABLE HEIGHT - STORIES. 2 STORIES (NON SPRINKLERED) IBC TABLE 504.4
(ASSEMBLY GROUP A-3)
MAXIMUM ALLOWABLE AREA - SF. 9,500 SF (NON SPRINKLERED) IBC TABLE 506.2
(ASSEMBLY GROUP A-3)
CONSTRUCTION CLASSIFICATION AS DESIGNED
CONSTRUCTION TYPE II-B (NON SPRINKLERED)
BUILDING HEIGHT - FEET. 16' - 4"
BUILDING HEIGHT - STORIES. 1
MAXIMUM AREA PER STORY - SF. 5,000 SF
FIRE RESISTIVE REQUIREMENTS:
FIRE BARRIERS EXTEND FROM FLOOR SLAB TO IBC 707.5
SLAB ABOVE OR ROOF DECK
DOORS WHERE RATED, 1-HOUR FIRE IBC-TABLE 716.1(2)
PARTITION (AT CORRIDOR WALLS)
REQUIRE 20-MINUTE RATED FIRE
DOORS; 1- HOUR RATED FIRE
PARTITION (AT OTHER WALLS)
REQUIRES 45-MINUTE RATED
FIRE DOORS
AUTOMATIC SPRINKLER SYSTEM NONE PROVIDED IBC 903.2.1.3 GROUP A-3
INTERIOR FLOOR FINISH CLASS I OR II NFPA 101 10.2.7, 38.3.3.3
FIRE PROTECTION REQUIREMENTS:
PORTABLE FIRE EXTINGUISHERS PROVIDE IN NEW “B” OCCUPANCIES, IFC-906.1, IFC-TABLE 906.1
WHERE REQUIRED BY TABLE 906.1. IN NFPA 10 1.1
SPECIAL-HAZARD AREAS INCLUDING
LABORATORIES, COMPUTER ROOMS,
GENERATOR ROOMS, AND WHERE
REQUIRED BY THE FIRE CODE OFFICIAL.
EXIT REQUIREMENTS:
MINIMUM NUMBER OF EXITS 2 - (OCCUPANT LOAD < 500) NFPA 101, 7.4.1.1
MINIMUM SEPARATION BETWEEN EXITS 1/3 OF BUILDING OR AREA SERVED, DIAGONAL NFPA 101, 7.5.1.3.2
MAXIMUM TRAVEL DISTANCE TO EXITS "A-3" OCCUPANCY = 200 FT NFPA 101 12.2.2
MEASUREMENT OF TRAVEL DISTANCE
TO EXITS STARTING FROM THE MOST REMOTE NFPA 101 7.6
POINT SUBJECT TO OCCUPANCY,
CURVING AROUND ANY CORNERS OR
OBSTRUCTIONS, WITH A 12-INCH
CLEARANCE THEREFROM. TERMINATING
AT ONE OF THE FOLLOWING:
a) CENTER OF THE DOORWAY
b) OTHER POINT AT WHICH THE EXIT
BEGINS
MAX DISTANCE DEAD-END CORRIDOR “ASSEMBLY” OCCUPANCY = 20’ NFPA 101 12.2.5.1.3
MINIMUM TOTAL EXITS WIDTH:
CORRIDORS 10 PN x 0.2 = 2 USE 51 NFPA 101 TABLE 7.3.3.1
MINIMUM CORRIDOR WIDTH PROVIDED = 60” NFPA 101 12.2.3.8
DOOR OPENINGS DOOR OPENINGS IN MEANS OF EGRESS NFPA 101 7.2.1.2.3.2
SHALL BE NOT LESS THAN 32”.
ACTUAL DOOR OPENINGS PROVIDED AT = 36” MIN
EACH EGRESS
INCIDENTAL USE SEPARATION:
MECHANICAL 1-HOUR FIRE NFPA 101 8.7.1.1, 8.7.1.2
SERVER 1-HOUR FIRE NFPA 101 8.7.1.1, 8.7.1.2
PLUMBING FIXTURE COUNT (INTERNATIONAL PLUMBING CODE (IPC) – 2018) – TABLE 403.1
TOTAL PERSONNEL COUNT BASED ON OCCUPANCY CALCULATION = 10
OCCUPANCY – “B” BUSINESS
FIXTURE TYPE FIXTURE COUNT MALE & FEMALE CAPACITY BASED ON ACTUAL COUNT
WATER CLOSETS (WC) 1 PER 25 FOR THE FIRST 50 AND 1 = 50 PN 50 X 2 FIXTURES = 100 PN
1 PER 50 FOR THE REMAINDER
EXCEEDING 50
SUBSTITUTION (IPC 419.2)
WATER CLOSETS INSTALLED CAPACITY 2 = 130 PN 2 = 100 PN = 100 PN
LAVATORIES 1 PER 40 FOR THE FIRST 80 AND 1 = 40 PN 80 X 2 FIXTURES = 160 PN
1 PER 80 FOR THE REMAINDER
EXCEEDING 80
LAVATORIES INSTALLED CAPACITY 2 = 160 PN = 160 PN
DRINKING FOUNTAINS (EWC) 1 PER 100 1 PROVIDED 100 X 1 FIXTURES = 100 PN
DRINKING FOUNTAINS INSTALLED CAPACITY 1 = 100 PN
SERVICE SINK 1 MINIMUM REQUIRED 1 PROVIDED
(JANITOR’S CLOSET)
8'4' 16'01/8" = 1'-0"A2 LIFE SAFETY PLAN
3200 SERIES KNOX
BOX RECESSED
MOUNTED WITH
ALARM TAMPER
SWITCHES. MOUNT
SILL AT 6'-0" AFF
INSULATED METAL
PANEL WALL
(R-20 MINIMUM)
PRECAST FINISH ON
EXTERIOR
PROVIDE FOAM
INSULATION AROUND
OPENING AT INSULATED
METAL WALL PANEL
ZEE GIRT
PER PEMB MFR
PROVIDE MTL
FLASHING
AROUND OPENING
SEALANT AND BACKER
ROD AROUND OPENING
SEALANT AROUND
BOTH SIDES OF
KNOX BOX
FASTEN
AS REQUIRED
5' -0
" M
AX
T O
A
FF
2A:10B:C MULTIPURPOSE
DRY CHEMICAL FIRE
EXT.
(GFGI-NIC)
BREAK GLASS
HINGED DOOR
BLOCKING AS
REQ'D
SEMI-RECESSED FIRE EXTINGUISHER
CABINET SECTION
AT METAL STUD WALL
TYPICAL SEMI-RECESSED FIRE
EXTINGUISHER CABINET
FRONT ELEVATION
NOTES:
1. CABINETS SHALL BE SIZED TO ACCOMMODATE GFGI FIRE
EXTINGUISHERS, COORDINATE WITH CONTRACTING OFFICER.
2. CABINET SHALL BE LOCKABLE.
3. AT ALL FEC LOCATIONS, CABINET SHALL BE WALL MOUNTED
AT 5'-0" AFF. FIRE EXTINGUISHER TO BE 2A:10B:C (GFGI, NIC)
METAL STUDS
WITH GYP BD, SEE
FLOOR PLAN FOR
PARTITION TYPE
BLOCKING AS
REQ'D
4" MAX PROTRUSION
PER ABA 307.2
FIRE
EXTINGUISHER, NIC
FIRE EXTINGUISHER
BRACKET SIZE TO 24"H
x 10.5"W x 6"D (TUB I.D.)
TRIM STYLE: 2.5"/ 10
TYPE A:60 B:C FIRE
EXTINGUISHERS.
(EXTINGUISHERS NIC)
ELEVATION SECTION
4' -0
" M
AX
T O
A
FF
4' -0
" M
AX
T O
A
FF
SHEET
NUMBER
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N o.
So lic ita tio n N o.
U .S
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US Army Corps of Engineers ®
A
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B R
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PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
PLAN NORTH
4/23/2020 1:51:19 PM
FO
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EG
BU
N
AM
PROJECT NAME
3" = 1'-0"
KNOX BOX DETAIL (KB)D81 1/2" = 1'-0"
FIRE EXTINGUISHER CABINET (FEC)D1 0 1'6"3" 1' 6" 0 6"3" 9"1 1/2" = 1'-0"
FIRE EXTINGUISHER BRACKET (FEB)D5 0 1'6"3" 1' 6"
IL
B
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B-001 o li c it a ti o n
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D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
D e s c ri p ti o n
T ra c k in g N o
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X -X
-X X
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W -X
X -X
-X X
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US Army Corps of
Engineers ®
Fort Worth District
C-001
E
N E
R A
L N
O T
E S
GENERAL NOTES GRADING & EARTHWORK NOTES:
2. ALL WASTE SOIL/EARTH SHALL BE DEPOSITED 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.
10. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRAFFIC CONTROL FROM THE STAGING AREA TO THE
ASBESTOS CONTAINING MATERIAL MAY BE PRESENT IN UNDERGROUND PIPING.
9. 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,
8. FILE COORDINATE SYSTEM: GRID
NEW BUILDING SYSTEMS.
7. 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
6. 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
5. SIGNS, PAVEMENT MARKINGS AND THEIR INSTALLATION SHALL MEET THE REQUIREMENT OF THE MANUAL
OTHERWISE NOTED.
4. 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.
3. ALL EXISTING UTILITIES TO REMAIN SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND PROTECTED FROM
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
S o li c it a ti o n
N o
R E
SHEET
D E
S
IG
N B
R A
N C
H
C O
N S
T R
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T
IO
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IV
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P L
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C A
D D
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D A
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D e s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
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
B R
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JE
N S
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W -X
X -X
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W -X
X -X
-X X
X X
A P
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F
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6 7 8 9 103 4 5
F O
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US Army Corps of
G E
N D
A N
D A
B B
R E
V
IA
T
IO
N S
C-002
F
W
G
G
S
923.45
FENCE
SANITARY SEWER MANHOLE
TREE
DITCH
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
ASPHALT PAVEMENT
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
CO
S
PP
OVERHEAD ELECTRIC LINE
POWER POLE
SAPLING TREE
BACK FLOW PREVENTER
CO
UNDERGROUND ELECTRIC LINE
UNDERGROUND COMMUNICATIONS DUCT BANK
PAVEMENT
CONCRETE SIDEWALK
COURSE
7" GRAVEL SURFACE
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
ITEM TO BE REMOVED
S o li c it a ti o n
N o
R E
SHEET
D E
S
IG
N B
R A
N C
H
C O
N S
T R
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T
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D e s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
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
B R
A N
T E
JE
N S
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P
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B R
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JE
N S
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W -X
X -X
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X X
W -X
X -X
-X X
X X
A P
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F
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6 7 8 9 103 4 5
F O
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W O
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US Army Corps of o li c it a ti o n N o
R E
SHEET
D E
S
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N B
R A
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H
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N S
T R
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T
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N D
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D e s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
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
B R
A N
T E
JE
N S
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P
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B R
A N
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JE
N S
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P
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ID
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B R
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N
P .E
F O
R T
H O
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T
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A S
N O
R T
H F
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O O
D
S E
R V
E R
B U
IL
D
IN
G
W -X
X -X
-X X
X X
W -X
X -X
-X X
X X
A P
R
IL
E
F
G
B
C
D
A
6 7 8 9 103 4 5
F O
R T
W O
R T
H D
IS
T
R
IC
T
F O
R T
W O
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H
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X A
S
U .S
A
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O R
P S
O F
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G
IN
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T
A Y
L O
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T
US Army Corps of
Engineers ®
Fort Worth District
PP
PP
PP PP
PP
PP
COCO
2 SS CO
INV. EL=751.39
TOP EL=757.15
SS MH
6"
SS CO
SS CO
CO
CO
CO
CE100
E X
IS
T
IN
G
C O
N D
IT
IO
N S
P L
A N
NN
20'0 10'
56410
BLDG
56409
BLDG
S
PP
PP
PP PP
PP
PP
ASPH
ASPH
ASPH
ASPH
CONC
A /C
A S
P H
A /C
EXISTING TEXAS RED OAKS, TYP.
EXISTING DRAINAGE SWALE
ASPH
CURB
CONC.
CONC
ASPH
ASPH
S
IG
N S
IG
N
GAP
CURB
C O
N C
S W
K
GUTTER
CURB &
CONC.
56414
BLDG
S
IG
N
GRASS
OAKS, TYP.
LIVE
A/C
A S
P H
C O
N C
C O
V E
R E
D
CONC.
ASPH
ASP
H
CONC. SWK CONC. SWKCONC. SWK
ASPH
ASPH
GRASS
GRASS
GRASS
CURB
CONC.
GUTTER
CURB &
CONC.
HEADQUARTERS AVE.
STOOP
STAIRS
METAL GAP
CURB
756.0
6.
N:10470080.21
E:3121010.68
ELEV: 756.610
CP#122A
XCONC
756.5
.5
.5
.5
6.5
N:10469967.150
XCONC
CP#120
E:3121138.460
ELEV: 757.09
757.0
757.0
757.5
757.5
757.5
757.5
.5 li c it a ti o n N o
R E
SHEET
D E
S
IG
N B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
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IO
N
E N
G
IN
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G
P L
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D A
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P L
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S C
A L
E
C H
IE
F
C
IV
IL
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C T
IO
N
C
A D
D F
IL
E
N A
M E
D A
T E
D e s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
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
B R
A N
T E
JE
N S
E N
P
.E
B R
A N
T E
JE
N S
E N
P
V
ID
G
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
F O
R T
H O
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T
E X
A S
N O
R T
H F
O R
T H
O O
D
S E
R V
E R
B U
IL
D
IN
G
W -X
X -X
-X X
X X
W -X
X -X
-X X
X X
A P
R
IL
E
F
G
B
C
D
A
6 7 8 9 103 4 5
F O
R T
W O
R T
H D
IS
T
R
IC
T
F O
R T
W O
R T
H
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X A
S
U .S
A
R M
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P S
O F
E N
G
IN
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T
A Y
L O
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T
US Army Corps of
Engineers ®
Fort Worth District
56410
BLDG
56409
BLDG
1-1/4 "
S
ASPH
ASPH
ASPH
ASPH
CONC
A /C
A S
P H
A /C
EXISTING DRAINAGE SWALE
ASPH
CURB
CONC.
CONC
ASPH
ASPH
S
IG
N S
IG
N
GAP
CURB
C O
N C
S W
K
GUTTER
CURB &
CONC.
56414
BLDG
S
IG
N
GRASS
A/C
A S
P H
C O
N C
C O
V E
R E
D
CONC.
ASPH
ASP
H
CONC. SWK CONC. SWKCONC. SWK
ASPH
ASPH
GRASS
GRASS
GRASS
CURB
CONC.
GUTTER
CURB &
CONC.
HEADQUARTERS AVE.
STOOP
STAIRS
METAL GAP
CURB
N:10470080.21
E:3121010.68
ELEV: 756.610
CP#122A
XCONC
N:10469967.150
XCONC
CP#120
E:3121138.460
ELEV: 757.09
CONSTRUCTION LIMITS
CONSTRUCTION LIMITSCONSTRUCTION LIMITS
CONSTRUCTION LIMITSCONSTRUCTION LIMITS
CONSTRUCTION LIMITSCONSTRUCTION LIMITS
E 3121132.89 N 10470001.68
SAPLING TREE
RELOCATE EXISTING
SAPLING TREES
RELOCATE EXISTING
SAPLING TREES
RELOCATE EXISTING
E 3121136.15 N 10470004.00
CONC CURB
REMOVE 4 LF EXIST
ENERGY
TO BE REMOVED BY DOMINION
EXISTING OVERHEAD ELECTRIC
BE REMOVED BY OTHERS
EXISTING BUILDING 56410 TO
PAD TO BE REMOVED BY OTHERS
EXISTING A/C EQUIPMENT AND OTHERS
TO BE REMOVED BY
EQUIPMENT AND PAD
EXISTING A/C
SANITARY SEWER SERVICE
ABANDON +/- 200 LF EXISTING 3"
AMERICAN WATER TO REMOVE OR
AND LP102.
TREES ARE SHOWN ON LANDSCAPE SHEETS LP101
THE NEW LOCATIONS OF THE RELOCATED SAPLING 3.
BEFORE EXCAVATION BEGINS.
REPLACEMENT OF THE EXISTING SEWER SERVICE
AMERICAN WATER FOR THE REMOVAL AND
THE CONTRACTOR SHALL COORDINATE WITH 2.
BEGINS WORK ON THIS PROJECT.
REMOVED BY OTHERS BEFORE THE CONTRACTOR
EQUIPMENT AND ELECTRIC SERVICE WILL BE
EXISTING BUILDING 56410 AND THE ASSOCIATED A/C 1.
NOTES:
BY DOMINION ENERGY
ELECTRIC TO BE REMOVED
EXISTING OVERHEAD
STOOP
STAIRS
METAL
PP
PP
PP PP
PP
PP
1-1/4 "
COCO
2 SS CO
INV. EL=751.39
TOP EL=757.15
SS MH
6"
SS CO
SS CO
CO
CO
CO
CD100
D E
M O
L
IT
IO
N
P L
A N
20'0 10' li c it a ti o n N o
R E
SHEET
D E
S
IG
N B
R A
N C
H
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
P L
O T
D A
T E
P L
O T
S C
A L
E
C H
IE
F
C
IV
IL
S E
C T
IO
N
C
A D
D F
IL
E
N A
M E
D A
T E
D e s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
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
B R
A N
T E
JE
N S
E N
P
.E
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
F O
R T
H O
O D
T
E X
A S
N O
R T
H F
O R
T H
O O
D
S E
R V
E R
B U
IL
D
IN
G
W -X
X -X
-X X
X X
W -X
X -X
-X X
X X
A P
R
IL
E
F
G
B
C
D
A
6 7 8 9 103 4 5
F O
R T
W O
R T
H D
IS
T
R
IC
T
F O
R T
W O
R T
H
T E
X A
S
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
T
A Y
L O
R S
T
US Army Corps of
Engineers ®
Fort Worth District
PP
PP
PP PP
PP
PP
56409
BLDG
S
ASPH
S
IG
N S
IG
N
C O
N C
S W
K
56414
BLDG
S
IG
N
GRASS
A/C
A S
P H
C O
N C
C O
V E
R E
D
CONC.
ASPH
ASP
H
CONC. SWK CONC. SWKCONC. SWK
ASPH
ASPH
GRASS
GRASS
GRASS
HEADQUARTERS AVE.
CS100
S
IT
E P
L A
N
5'
6'
9'
SERVER BUILDING
COMMUNICATIONS
E 3121103.34 N 10470137.02
E 3121062.62 N 10470108.00
E 3121113.38 N 10470036.80
E 3121077.52 N 10470078.50
E 3121136.34 N 10470004.60
E 3121132.27 N 10470001.70
E 3121081.77 N 10470072.52
E 3121034.39 N 10470047.75
E 3121041.38 N 10470052.73
E 3121043.23 N 10470046.68
E 3121085.84 N 10470075.43
E 3121184.17 N 10470010.60
E 3121161.07 N 10469994.13
E 3121138.30 N 10469952.18
E 3121112.43 N 10469933.73
E 3120992.85 N 10470101.47
E 3121013.59 N 10470116.26
E 3121042.54 N 10470126.08
E 3121064.48 N 10470147.46
SEE DETAIL B SHEET C-501
HANDICAPPED PARKING SYMBOL
SEE DETAIL A SHEET C-501
HANDICAPPED PARKING STRIPING
A & B SHEET C-503
5' SIDEWALK, SEE DETAILS
SEE DETAIL A SHEET C-502
HANDICAP RAMP
E 3121175.39 N 10470013.54
DETAIL C SHEET C-501
WHEEL STOP
E 3121180.39 N 10470017.16
SEE DETAIL D SHEET C-501
HANDICAPPED PARKING SIGN
A & B SHEET C-503
6' SIDEWALK, SEE DETAILS
SEE DETAIL B SHEET C-503
SIDEWALK DRAIN
CONSTRUCTION LIMITS
E 3121166.12 N 10470128.40
E 3121102.43 N 10470174.71
E 3121186.89 N 10470099.28
CONSTRUCTION LIMITSCONSTRUCTION LIMITS
CONSTRUCTION LIMITSCONSTRUCTION LIMITS
CONSTRUCTION LIMITSCONSTRUCTION LIMITS
33' AT/FP CLEAR ZONE
FOR STOOP DETAILS
SEE STRUCTURAL DRAWINGS
SEE DETAIL SHEET C-505
96" CHAIN LINK FENCE WITH COVER
SHEET C-506
GATES SEE DETAIL
DOUBLE 5' SWING
YARD
MECH
E 3121126.56 N 10470104.45
SEE DETAIL B SHEET C-503
SIDEWALK DRAIN
E 3121110.47 N 10470032.27
DETAIL SHEET C-506
3' SWING GATE SEE
33' AT/FP CLEAR ZONE
SEE DETAIL E SHEET C-501
6" CONCRETE SIDEWALK
1.25'19.33'
.2
1.25' li c it a ti o n N o
R E
SHEET
D E
S
IG
N B
R A
N C
H
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
P L
O T
D A
T E
P L
O T
S C
A L
E
C H
IE
F
C
IV
IL
S E
C T
IO
N
C A
D D
F
IL
E N
A M
E
D A
T E
D e s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
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
B R
A N
T E
JE
N S
E N
P
.E
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
F O
R T
H O
O D
T
E X
A S
N O
R T
H F
O R
T H
O O
D
S E
R V
E R
B U
IL
D
IN
G
W -X
X -X
-X X
X X
W -X
X -X
-X X
X X
A P
R
IL
E
F
G
B
C
D
A
6 7 8 9 103 4 5
F O
R T
W O
R T
H D
IS
T
R
IC
T
F O
R T
W O
R T
H T
E X
A S
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
T
A Y
L O
R S
T
US Army Corps of
Engineers ®
Fort Worth District
CP100
M E
C H
A N
IC
A
L Y
A R
D
.1
.1
2.5' 4.667' 7.333' 7.333'
10.917' 10.917'
DETAIL C SHEET C-504
FDTN. AND AT STOOPS
ISOLATION JOINTS AT BLDG.
SHEET C-504
TYPICAL, DETAIL B
CONTRACTION JOINTS
SEE DETAIL E SHEET C-501
6" CONCRETE SIDEWALK
MECHANICAL YARD
COMMUNICATIONS SERVER BUILDING
JO
IN
T L
A Y
O U
T
4'0 2' li c it a ti o n N o
R E
SHEET
D E
S
IG
N B
R A
N C
H
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
P L
O T
D A
T E
P L
O T
S C
A L
E
C H
IE
F
C
IV
IL
S E
C T
IO
N
C
A D
D F
IL
E
N A
M E
D A
T E
D e s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
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
B R
A N
T E
JE
N S
E N
P
.E
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
F O
R T
H O
O D
T
E X
A S
N O
R T
H F
O R
T H
O O
D
S E
R V
E R
B U
IL
D
IN
G
W -X
X -X
-X X
X X
W -X
X -X
-X X
X X
A P
R
IL
E
F
G
B
C
D
A
6 7 8 9 103 4 5
F O
R T
W O
R T
H D
IS
T
R
IC
T
F O
R T
W O
R T
H
T E
X A
S
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
T
A Y
L O
R S
T
US Army Corps of
Engineers ®
Fort Worth District
PP
PP
PP PP
PP
PP
56409
BLDG
S
EXISTING DRAINAGE SWALE
ASPH
S
IG
N S
IG
N
C O
N C
S W
K
56414
BLDG
S
IG
N
GRASS
A/C
A S
P H
C O
N C
C O
V E
R E
D
CONC.
ASPH
ASP
H
CONC. SWK CONC. SWKCONC. SWK
ASPH
ASPH
GRASS
GRASS
GRASS
HEADQUARTERS AVE.
CU100
U T
IL
IT
Y P
L
O
C O
E 3121094.21 N 10470131.74
DOMINION ENERGY
POINT OF DEMARCATION FOR
SWING JOINT AFTER GAS METER,
E 3121039.19 N 10470046.27
AMERICAN WATER
6" FIRE HYDRANT BY
INV 754.98
E 3121067.55
N 10470092.47
FOR AMERICAN WATER
POINT OF DEMARCATION
TWO WAY CLEANOUT,
SITE ELECTRIC AND COM LINES
SEE SHEET ES101 FOR PROPOSED
NOTE:
INV 756.48
E 3121060.29 N 10470102.65
AMERICAN WATER
DEMARCATION FOR
PREVENTER, POINT OF
DOMESTIC BACKFLOW
BUILDING SIDE OF
SERVER BUILDING
COMMUNICATIONS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITSCONSTRUCTION LIMITS
CONSTRUCTION LIMITSCONSTRUCTION LIMITS
CONSTRUCTION LIMITSCONSTRUCTION LIMITS
YARD
MECH
NN
20'0 10'
1-1/4 "
W
COCO
2 SS CO
INV. EL=751.39
TOP EL=757.15
SS MH
6"
SERVER BUILDING
COMMUNICATIONS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITSCONSTRUCTION LIMITS
CONSTRUCTION LIMITSCONSTRUCTION LIMITS
CONSTRUCTION LIMITSCONSTRUCTION LIMITS
S o li c it a ti o n N o
R E
SHEET
D E
S
IG
N B
R A
N C
H
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
P L
O T
D A
T E
P L
O T
S C
A L
E
C H
IE
F
C
IV
IL
S E
C T
IO
N
C
A D
D F
IL
E
N A
M E
D A
T E
D e s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
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
B R
A N
T E
JE
N S
E N
P
.E
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
F O
R T
H O
O D
T
E X
A S
N O
R T
H F
O R
T H
O O
D
S E
R V
E R
B U
IL
D
IN
G
W -X
X -X
-X X
X X
W -X
X -X
-X X
X X
A P
R
IL
E
F
G
B
C
D
A
6 7 8 9 103 4 5
F O
R T
W O
R T
H D
IS
T
R
IC
T
F O
R T
W O
R T
H
T E
X A
S
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
T
A Y
L O
R S
T
US Army Corps of
Engineers ®
Fort Worth District
PP
PP
PP PP
PP
PP
56409
BLDG
1-1/4 "
S
ASPH
ASPH
ASPH
ASPH
CONC
A S
P H
EXISTING DRAINAGE SWALE
ASPH
CURB
CONC.
CONC
ASPH
ASPH
S
IG
N S
IG
N
GAP
CURB
C O
N C
S W
K
GUTTER
CURB &
CONC.
56414
BLDG
S
IG
N
A/C
A S
P H
C O
N C
C O
V E
R E
D
CONC.
ASPH
ASP
H
CONC. SWK CONC. SWKCONC. SWK
ASPH
ASPH
CURB
CONC.
GUTTER
CURB &
CONC.
HEADQUARTERS AVE.
GAP
CURB
756.0
6.
N:10470080.21
E:3121010.68
ELEV: 756.610
CP#122A
XCONC
756.5
.5
.5
.5
6.5
N:10469967.150
XCONC
CP#120
E:3121138.460
ELEV: 757.09
757.0
757.0
757.5
757.5
757.5
757.5
.5
W
COCO
HEADQUARTERS AVE.
2 SS CO
INV. EL=751.39
TOP EL=757.15
SS MH
6"
CO
FF ELEV. = 758.8
DRAINAGE SWALEDRAINAGE SWALE
BUILDING ENTRANCE ARE TYPICAL FOR ALL STOOPS.
ELEVATIONS SHOWN FOR THE STOOP AT THE FRONT
TOP OF SIDEWALK AND FINISHED GRADE 1.
NOTE:
DRAINAGE SWALE
756.
756.5
.5
757.5
757.5
.5
.5
757.6
757.6
757.6
.6
.6
BREAKLINES
757.5
8.
7.
8.
7.
757.11
8.
756.80 F
G
757.76 T
S
W
758.58 F
G
758.66 T
S
W
8.
F
G
8.
T S
W
5.
F
G
7.
T S
W
755.80 F
G
757.00 T
S
W
758.10
756.83 F
G
757.84 T
S
W
8.
F
G
8.
T S
W
7.
757.32
8.
F
G
8.
T S
W
757.28
CG100
G R
A D
IN
G
A N
D D
R A
IN
A
G E
P L
A N
758.5
757.5 li c it a ti o n N o
R E
SHEET
D E
S
IG
N B
R A
N C
H
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
P L
O T
D A
T E
P L
O T
S C
A L
E
C H
IE
F
C
IV
IL
S E
C T
IO
N
C A
D D
F
IL
E N
A M
E
D A
T E
D e s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
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
B R
A N
T E
JE
N S
E N
P
.E
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
F O
R T
H O
O D
T
E X
A S
N O
R T
H F
O R
T H
O O
D
S E
R V
E R
B U
IL
D
IN
G
W -X
X -X
-X X
X X
W -X
X -X
-X X
X X
A P
R
IL
E
F
G
B
C
D
A
6 7 8 9 103 4 5
F O
R T
W O
R T
H D
IS
T
R
IC
T
F O
R T
W O
R T
H
T E
X A
S
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
T
A Y
L O
R S
T
US Army Corps of
Engineers ®
Fort Worth District
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
12"
12"
12" DIA. CONC. FOOTING
6" (TYP)
3'-0" (TYP.)
STRIPES (TYP.)
4" WIDE PAINTED YELLOW
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
2" I.D. PIPE
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
45 DEG.
C
E S
S
IB
F
(TYP.)
CONT.
#3 BARS
PAVING NOTES:
LABORATORY MAXIMUM DENSITY (ASTM D 1557)
6" RAW SUBGRADE COMPACTED TO AT LEAST 90 PERCENT OF
95 PERCENT OF LABORATORY MAXIMUM DENSITY (ASTM D 1557)
6" AGGREGATE BASE COURSE COMPACTED TO AT LEAST
16-INCHES O.C.E.W.
6" PORTLAND CEMENT REINFORCED WITH NO. 4 BARS SPACED
REF
CS100
E N.T.S.
SIDEWALK SECTION
MECHANICAL YARD
EDGE OF MECHANICAL YARD SLAB
16-INCHES O.C.E.W.
NO. 4 BARS SPACED
3'-0" THICKENED EDGE
3" MAX6
/2
/2
1'
3/4" MIN.
C-501
M E
C H
A N
IC
A
L Y
A R
D P
A V
IN
G
D E
T A
IL
S
S
IG
N A
G E
S
T R
IP
IN
G A li c it a ti o n N o
R E
SHEET
D E
S
IG
N B
R A
N C
H
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
P L
O T
D A
T E
P L
O T
S C
A L
E
C H
IE
F
C
IV
IL
S E
C T
IO
N
C A
D D
F
IL
E N
A M
E
D A
T E
D e s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
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
B R
A N
T E
JE
N S
E N
P
.E
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
F O
R T
H O
O D
T
E X
A S
N O
R T
H F
O R
T H
O O
D
S E
R V
E R
B U
IL
D
IN
G
W -X
X -X
-X X
X X
W -X
X -X
-X X
X X
A P
R
IL
E
F
G
B
C
D
A
6 7 8 9 103 4 5
F O
R T
W O
R T
H D
IS
T
R
IC
T
F O
R T
W O
R T
H
T E
X A
S
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
T
A Y
L O
R S
T
US Army Corps of
Engineers ®
Fort Worth District
DETECTABLE WARNINGS
GENERAL NOTES FOR
CURB
FACE OF
10" MAX
6" MIN
D
IR
E C
T
IO
N
T R
A V
D E
S T
R
IA
N
LANDING
AND USUAL
4" MAX
M
IN
WARNING SURFACE ON SLOPING RAMP RUN.
TYPICAL PLACEMENT OF DETECTABLE
PEDESTRIAN TRAVEL)
(DOMES TO RUN PARALLEL TO
DETECTABLE WARNING SURFACE
M A
X
:1
CURB
BACK OF
RAMP
LIP OF GUTTER
GUTTER LINE
SLOPE TO MEET
BUTT JOINT
SECTION A
PLAN
PAVEMENT
BITUMINOUS
EXISTING
3/8" X 3/4" JOINT SEALANT
6' MIN.
MANUFACTURER'S PRODUCT MANUAL FOR PROPER INSTALLATION.
7. FOR OTHER MATERIALS, REFER TO THE
CORNER RADIUS.
DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE
MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB.
EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A
5. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE
ACCESS ROUTE ENTERS THE STREET.
FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN
DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE
4. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN
TRAVEL WHEN ENTERING THE STREET.
3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN
NOT ALLOW WATER TO ACCUMULATE.
2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND
UNLESS SPECIFIED ELSEWHERE IN THE PLANS.
DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE,
INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED
SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES,
CONSISTS OF RAISED TRUNCATED DOMES. THE
1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT
4'
5'
SIDEWALK SEE DETAILS THIS SHEET
DETECTABLE WARNING SURFACE
N.T.S.
A
REF
6" CURB BEYOND
N.T.S.
B
REF DETECTABLE WARNING DETAIL
6"
CS100 C-502
A
HANDICAPPED CURB RAMP DETAIL
C-502
H A
N D
IC
A
P R
A M
P A
N D
S T
A
IR
D E
T A
IL
li c it a ti o n N o
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SHEET
D E
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IG
N B
R A
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D A
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P L
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A L
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C H
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S E
C T
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N
C A
D D
F
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A M
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D A
T E
D e s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
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
B R
A N
T E
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N S
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P
.E
B R
A N
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N S
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P
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B R
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B R
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P .E
F O
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H O
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E X
A S
N O
R T
H F
O R
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O O
D
S E
R V
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B U
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W -X
X -X
-X X
X X
W -X
X -X
-X X
X X
A P
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US Army Corps of
Engineers ®
Fort Worth District
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
3"
EXPANSION JOINT FILLER
1/2" PREMOLDED
LABORATORY MAXIMUM DENSITY (ASTM D 1557)
5) 6" RAW SUBGRADE COMPACTED TO AT LEAST 90 PERCENT OF
4) All SIDEWALKS SHALL NOT HAVE CROSS SLOPES STEEPER THAN 2%.
ON CENTER WHERE WALK DOES NOT ABUT STRUCTURES.
PROVIDE EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 40'-0" 3)
FOUNDATIONS, STOOPS, DRAINS, OR OTHER STRUCTURES.
2) PROVIDE EXPANSION JOINTS WHERE SIDEWALK ABUTS CURBS,
NOT TO EXCEED 5'-0" O.C.
1) CONTRACTOR SHALL PROVIDE CONTRACTION JOINTS AT INTERVALS
NOTE:
5'
REF
B
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
CS100
C-503
S
ID
E W
A L
K D
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A li c it a ti o n N o
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SHEET
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P L
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A L
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C H
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C A
D D
F
IL
E N
A M
E
D A
T E
D e s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
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
B R
A N
T E
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E N
P
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B R
A N
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JE
N S
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B R
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F O
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H O
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A S
N O
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H F
O R
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O O
D
S E
R V
E R
B U
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W -X
X -X
-X X
X X
W -X
X -X
-X X
X X
A P
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E
F
G
B
C
D
A
6 7 8 9 103 4 5
F O
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W O
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H D
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F O
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O F
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US Army Corps of
Engineers ®
Fort Worth District
#4 BARS @ 16" O.C.E.W.
THIS SHEET
SEE DETAIL A
JOINT SEALANT
OR EXTERIOR DOOR STOOP
BUILDING FOUNDATION
ISOLATION JOINTS
NOTE: SEE JOINT SEALANT DETAILS THIS SHEET
/2
THIS SHEET
SEE DETAIL A
JOINT SEALANT
2'-6" LONG @ 2'-6" O.C. (LONG.)
(TRANS.) OR #5 DEF. STEEL TIE BAR
DOWEL - ONE END PAINTED AND OILED
TRANSVERSE OR LONGITUDINAL
d
CONTRACTION JOINT
3" MAX 3" MAX
/2
/8
N.T.S.
(REINFORCED PAVEMENT)
JOINT SEALANT DETAILS
ISOLATION JOINTS
CONTRACTION JOINT OPTIONS
SAWEDINSERT TYPE
3/4" ± 1/8" (MIN.)
/8
1/4"
1/2" ± 1/8") 1 /8
1/2" ± 1/8") 1 /8
1/4"
N. T. S.
REF
A
/4
/8
/4
/8
M
IN
/4
/8
M
IN
DIVIDED BY 6
H=PAVEMENT THICKNESS
NOTE:
/2
/2
TAPE
6" MIN. THICKNESS
JOINT FILLER
NON-EXTRUDING
JOINT SEALANT
TAPE
SEPARATING
MATERIAL
INSERT
(SEE SPECS.)
PLUG OR SEAL
JOINT SEALANT
JOINT SEALANT
3"
JOINT FILLER
3/4" NON-EXTRUDING
REF
B REF
C
C-504
CP100
CP100
C-504
JO
IN
T D
E T
A
IL
S
M E
C H
A N
IC
A
L Y
A R
D S
L li c it a ti o n N o
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SHEET
D E
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C O
N S
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C A
D D
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A M
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D A
T E
D e s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
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
B R
A N
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N S
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B R
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N S
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B R
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F O
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N O
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H F
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O O
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R V
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B U
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W -X
X -X
-X X
X X
W -X
X -X
-X X
X X
A P
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F
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B
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6 7 8 9 103 4 5
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US Army Corps of
Engineers ®
Fort Worth District
GROUNDING DETAIL
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
LINE POST ATTACHMENTS
NO SCALE
H-BEAM
TOP AND BOTTOM
WITHIN 4" FROM
OF FABRIC)
(15" O.C. MAX. AND
TIE WIRE
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
FITTING OF COPPER
OR APPROVED CLAMPED-TYPE
MOLDED EXOTHERMIC WELD
GROUND ROD
COPPER-CLAD STEEL
"DIA.4
COPPER WIRE
#8 AWG SOLID
STEEL POST SCHEDULE
BRACE PANEL DETAIL
NO SCALE
NO SCALE
NO SCALE
FASTENING DETAILS
STRAIGHT RUNS EXCEED 500 FEET.
TRUSS ROD AND BAND BRACE RAIL CLAMP DETAILS
T Y
P
TOP RAIL
NO SCALE
TIE WIRES
OR PULL POST
CORNER, END,
BOTTOM RAIL
TIE WIRES
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
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
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 WIRE
1.66" O.D.
2.25" x 1.70"
1.50" O.D.
1.625" x 1.25"
1.625" x 1.50"
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
4. THE MECHANICAL YARD FENCED AREA SHALL HAVE A FENCE FABRIC COVER.
C-505
F O
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-T B
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F
E N
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C H
A
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SHEET
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P L
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S C
A L
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C H
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C T
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N
C A
D D
F
IL
E N
A M
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D A
T E
D e s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
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
B R
A N
T E
JE
N S
E N
P
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B R
A N
T E
JE
N S
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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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P .E
F O
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H F
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US Army Corps of
Engineers ®
Fort Worth District
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
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
ELEVATION
DOUBLE SWING GATE (TYPE FE-5 FENCE)
F E
N C
E F
A B
RODS (TYP)
TRUSS
" DIA.8
STEEL PIPE
1" ID
EXAMPLES: FE6-96-DO-RA-24
C-506
F O
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-T B
R -9
F
E N
C E
C H
A
IN
L
IN
K G
A T
E D
E T
A
SERVER BUILDING
COMMUNICATIONS
YARD
MECH
S o li c it a ti o n N o
R E
SHEET
D E
S
IG
N B
R A
N C
H
C O
N S
T R
U C
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N D
IV
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R
IN
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P L
O T D
A T
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P L
O T S
C A
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C H
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F
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IV
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S
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T
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N
C A
D D F
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A M
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D A
T E
D e s ig n e d b y
D ra w n b y
R e v ie w e d b y
S u b m it te d b y
D a te
C o n tr a c t
N o
F il e n a m e
S y m b o l
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
B R
A N
T E J E
N S
E N P .E
B R
A N
T E J E
N S
E N P .E
F O
R T H
O O
D T
E X
A S
N O
R T
H F
O R
T H
O O
D
S E
R V
E R B
U
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G W
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X -X -X
X X
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X -X -X
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A R
M Y C
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P S O
F E
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L O
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US Army Corps of
O
C O
PP
PP
PP PP
PP
PP
PP
PP
1-1/4 "
W
COCO
HEADQUARTERS AVE.
6" G
10" CI
W W
FF
H
PP
PP
PP PP
PP
PP
PP
PP
56409
BLDG
S
10" CI
ASPH
th S
T R
E E
T
A S
P H
S
IG
N S
IG
N
S
IG
N
S
IG
N
C O
N C
S W
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56414
BLDG
56411
BLDG
S
IG
N
GRASS
A/C
A S
P H
C O
N C
C O
V E
R E
D
CONC.
HEADQUARTERS AVE.
ASPH
ASPH
ASP
H
CONC. DITCH
CONC. SWK
CONC. SWK
CONC. SWK
CONC. SWK CONC. SWKCONC. SWK
CONC. SWKCONC. SWK
ASPH
ASPH
GRASS
GRASS
GRASS
HEADQUARTERS AVE.
F
CO
RELOCATED
2-QV
RELOCATED
3-QV
FENCINGING
TREE PROTECTION
FENCING
TREE PROTECTION
10' TURFING STRIP
10' TURFING STRIP
EXISTING GRAVEL ROAD
TYPICAL
CONCRETE
EXISTING
TYPICAL
CONCRETE
EXISTING
TYPICAL
CONCRETE
EXISTING
TYPICAL
CONCRETE
EXISTING
3-MP
10' OFFSET FROM ROAD
RELOCATED
3-QV
LP101
N
D S
C A
P E P
L
W R
IG
H T
K
W R
IG
H T
DWARF WAX MYRTLE
LIVE OAK GROVE
EXISTING TREE LINE
EXISTING TREE TO REMAIN
SEE CIVIL - DEMOLITION
RELOCATED TREE
Myrica pusilla
PROTECTION
TREE
LEGEND
GENERAL NOTE:
M A
T C
H L
IN
E
L
P
BUFFALOGRASS
Buchloe dactyloides var. "Bowie"
FROM STRUCTURES AND UTILIITIES.
ALL RELOCATED TREES SHALL BE PLANTED 10' 6.
MUST BE BY COR OR DESINATEE.
LOCATIONS. PRIOR TO PLANTING SITE APPROVAL
RELOCATED TREES ARE SHOWN IN APPROXIMATE5.
25' O.C.
PLANT ALL RELOCATED TREES A MINIMUM OF4.
SEE 01 56 39 - TREE PROTECTION AND REMOVAL3.
INFORMATION.
SEE L-501 FOR ADDITION TREE PROTECTION2.
TREE REMOVAL.
SEE CIVIL DEMOLITION PLAN FOR 1.
40'0 20'
SHEET
NUMBER
D ra w n by
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C he ck ed b y:
US Army Corps of Engineers ®
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M ar k D es cr ip tio n Tr ac ki ng N o.
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PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
4/26/2020 10:59:25 PM
FO
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S-001
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1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING
WORK. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF ANY DISCREPANCIES.
2. NOTES AND DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL
DETAILS IN CASE OF CONFLICT.
3. ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF UFC 3-301-01 STRUCTURAL
ENGINEERING, WITH CHANGE 4, (11-1-2018).
4. SUBSTITUTIONS: PROVIDE MANUFACTURER'S ICC REPORTS AND A LIST OF ALL PROPOSED
SUBSTITUTIONS TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL BEFORE FABRICATION.
5. SIMILAR WORK: WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE
WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK SHOWN ON THE DRAWINGS.
6. PIPES, DUCTS, SLEEVES, CHASES, ETC.: SHALL NOT BE PLACED IN SLABS OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS SPECIFICALLY SHOWN. THE CONTRACTOR SHALL OBTAIN WRITTEN CONSENT FROM THE CONTRACTING OFFICER BEFORE INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, SLEEVES, CHASES, ETC.
7. EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED CONDUIT, PLUMBING OR OTHER
UTILITIES WHERE NEW WORK IS BEING PERFORMED.
8. CONSTRUCTION LOADS: MATERIALS SHALL BE EVENLY DISTRIBUTED IF PLACED ON FRAMED FLOORS OR ROOFS. LOADS SHALL NOT EXCEED THE ALLOWABLE LOADING FOR THE SUPPORTING MEMBERS
AND THEIR CONNECTIONS.
9. THE STRUCTURAL DRAWINGS ILLUSTRATE THE NEW STRUCTURAL MEMBERS; REFER TO
ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR NONSTRUCTURAL ITEMS WHICH
REQUIRE SPECIAL PROVISIONS DURING THE CONSTRUCTION OF STRUCTURAL MEMBERS.
10. REFER TO ARCHITECTURAL PLANS FOR FLOOR DEPRESSIONS, SLOPES, DRAINS, CURBS, PADS, EMBEDDED ITEMS, NONBEARING PARTITIONS, ETC. NOT SHOWN ON STRUCTURAL PLANS
11. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SLEEVE AND HANGERS FOR PIPES, DUCTS AND
EQUIPMENT.
12. CONSTRUCTION METHODS AND PROJECT SAFETY: THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE METHODS, PROCEDURES OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO MAINTAIN AND
INSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. THE CONTRACTOR SHALL
DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING, AND BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH
STANDARDS, LAWS AND REGULATIONS.
13. ANY DEVIATION FROM THE APPROVED SET OF STRUCTURAL DRAWINGS SHALL ONLY BE MADE AFTER
WRITTEN APPROVAL BY THE CONTRACTING OFFICER.
14. STRUCTURAL PLANS INDICATE ONLY THE APPROXIMATE LOCATION OF MECHANICAL, ELECTRICAL, AND OTHER EQUIPMENT, AS WELL AS THE RELATED AUXILIARY FRAMING NECESSARY TO SUPPORT SUCH
EQUIPMENT. THE FINAL POSITIONING OF THESE ITEMS IS DEPENDENT UPON THE EQUIPMENT
PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
WORK BETWEEN SUBCONTRACTORS AND TRADES IN THIS REGARD, AND PROVIDING NECESSARY
DIMENSIONS IN A TIMELY MANNER TO ALL PARTIES INVOLVED.
15. PROVIDE TEMPORARY BRACING AS REQUIRED DURING THE ERECTION OF THE STRUCTURAL FRAME.
BRACING MUST BE FULLY EFFECTIVE UNTIL ROOF AND FLOOR DEAD LOADS ARE IN PLACE AND
PERMANENT LATERAL LOAD RESISTING SYSTEMS ARE IN PLACE.
16. DO NOT SCALE DRAWINGS.
17. IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE LOCAL SAFETY
REQUIREMENTS AND REQUIREMENTS OF EM 385-1-1.
18. EXPANSION ANCHORS CAN ONLY BE USED FOR FIELD REPAIRS, UNLESS NOTED OTHERWISE, AND
REQUIRE APPROVAL OF THE CONTRACTING OFFICER.
GENERAL REQUIREMENTS: DESIGN CRITERIA:
1. CODES AND CRITERIA:
UFC 3-301-01, STRUCTURAL ENGINEERING, WITH CHANGE 4 (11-1- 2018)
UFC 4-010-01, DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS (12-12-2018)
ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
IBC 2015, INTERNATIONAL BUILDING CODE
2. BUILDING OCCUPANCY CATEGORY: II
3. LIVE LOADS:
FIRST FLOOR ........................................................................................ 150 psf (2,000 lbs. CONCENTRATED) ROOF ...................................................................................................... 20 psf (300 lbs. CONCENTRATED)
OTHER LIVE LOADS NOT SHOWN SHALL BE IN ACCORDANCE WITH ASCE 7-10, MINIMUM.
4. SNOW LOADS:
GROUND SNOW, Pg ............................................................................... 5 psf
5. WIND LOADS:
BASIC WIND SPEED, V ........................................................................... 115 mph RISK CATEGORY ..................................................................................... II EXPOSURE CATEGORY .......................................................................... C INTERNAL PRESSURE COEFFICIENT, GCpi .......................................... +/- 0.18
FOR COMPONENTS AND CLADDING PRESSURES, SEE S-601
6. SEISMIC LOADS:
RISK CATEGORY ...................................................................................... II SEISMIC IMPORTANCE FACTOR, Ie ....................................................... 1.0 SOIL SITE CLASSIFICATION .................................................................... D SHORT PERIOD SPECTRAL ACCELERATION, Ss .................................. 0.06 g ONE SECOND SPECTRAL ACCELERATION, S1 ..................................... 0.04 g DESIGN SHORT PERIOD SPECTRAL ACCELERATION, SDs ................. 0.06 g DESIGN ONE SECOND SPECTRAL ACCELERATION, SD1 .................... 0.06 g SEISMIC DESIGN CATEGORY ................................................................. A
7. LATERAL FORCE RESISTING SYSTEM: PRE-ENGINEERED METAL BUILDING.
8. ANTI TERRORISM / FORCE PROTECTION: SHALL MEET THE REQUIREMENTS OF UFC 4-010-01, DoD
MINIMUM ANTI TERRORISM STANDARDS FOR BUILDINGS (12-12-2018).
9. IN CASE OF DISCREPANCY BETWEEN CONTRACT DRAWINGS, CONTRACT SPECIFICATIONS, AND/OR
APPLICABLE CODES AND CRITERIA, THE MORE STRINGENT SHALL BE APPLIED.
FOUNDATION (RIBBED- MAT SLAB):
1. SOILS INFORMATION BASED ON THE GEOTECHNICAL REPORT DATED FEBRUARY 2019, PROVIDED BY THE
GEOTECHNICAL BRANCH, US ARMY CORPS OF ENGINEERS, FORT WORTH DISTRICT.
2. DESIGNED BASED ON THE FOLLOWING INFORMATION:
ALLOWABLE BEARING PRESSURE (NET) ........................................................... 2,000 psf EFFECTIVE MODULUS OF SUBGRADE REACTION ............................................ 150 pci EDGE MOISTURE VARIATION DISTANCE, Lm ..................................................... 5.5 ft SOIL HEAVE, Ym .................................................................................................... 1 in FROST DEPTH ........................................................................................................ 6 in
3. 4 ft (MIN.) OF COMPACTED NON-EXPANSIVE FILL SHALL BE PLACED BELOW THE BUILDING FOOTPRINT IN ACCORDANCE WITH THE SPECIFICATIONS. THE UPPER 6 in OF EXISTING SUBGRADE EXPOSED AFTER EXCAVATION OR CLEARED PRIOR TO FILL PLACEMENT SHALL BE SCARIFIED, MOISTENED, MANIPULATED
AND RECOMPACTED TO THE SAME DENSITY REQUIRED FOR NON-EXPANSIVE FILL MATERIALS.
4. EXCAVATED AREAS BEYOND THE LIMITS OF THE BUILDING FOOTPRINT SHALL BE BACKFILLED WITH SELECT CLAY…
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