WSMR MICROGRID SOLAR PV ARRAY 488939 - RTA SUBMITTAL DRAWINGS.pdf
PDF 29 MB Posted
- Attached to
- Amendment 0004, Design Bid Build, ERCIP Micro-Grid, White Sands Missile Range, NM Federal contract opportunity
- Solicitation number
- W912PP22R0006
About this file
This solicitation requests proposals for the design and construction of a microgrid at White Sands Missile Range in New Mexico. The Department of the Army Corps of Engineers seeks bids for a renewable energy and energy resilience project incorporating a solar photovoltaic array and energy storage capabilities. Proposals are due by April 29th, 2022 with award anticipated by July 2022. The solicitation includes specifications and drawings outlining technical requirements for the microgrid system and integration with WSMR infrastructure to provide reliable backup power.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912PP22R0006 ERCIP Install MicroGrid_Amendment 0004.pdf | ||
| W912PP22R0006 ERCIP Install MicroGrid_Amendment 0003.pdf | ||
| W912PP22R0006 ERCIP Install MicroGrid_Amendment 0002.pdf | ||
| WSMR ERCIP Micro-Grid_Pre-Bid Site Visit Roster_1.pdf | ||
| W912PP22R0006 ERCIP Install MicroGrid_Amendment 0001.pdf | ||
| W912PP22R0006 ERCIP Install MicroGrid_FINAL.pdf |
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Text version
INSTALL MICROGRID 700KW SOLAR
PHOTOVOLTAIC ARRAY
WHITE SANDS MISSILE RANGE, NEW MEXICO
FY20 PN: 488939
SOLICITATION NO.: W912PP22R0006
RTA SUBMITTAL
W H
ITE SAN
D
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ISSILE R
AN
G
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EW
M
EXIC
O
U.S. ARMY CORPS
OF ENGINEERS
FORT WORTH DISTRICT
DATED: NOVEMBER 2021
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
IN
STALL M
IC
R
O G
R
ID
700KW
SO
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AY FY20 PN
: 488939
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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
25 Feb 2022
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FILE PATH:
11/10/2021 5:35:04 PM
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INDEX OF DRAWINGS
GENERAL
G-001 COVER SHEET
G-002 INDEX OF DRAWINGS
G-100 PROJECT LOCATION AND HAUL ROUTE
GEOTECHNICAL
B-101 SITE LOCATION
B-102 BORING LAYOUT
B-201 BORING LOGS
B-202 BORING LOGS
B-203 BORING LOGS
B-204 BORING LOGS
B-205 BORING LOGS
CIVIL
C-001 LEGEND AND ABBREVIATIONS
C-100 OVERALL SITE LAYOUT
CS-101 SITE LAYOUT PLAN
CG-101 GRADING PLAN
CP-101 PAVEMENT PLAN
CU-101 UTILITY PLAN I
CU-102 UTILITY PLAN 2
CU-103 UTILITY PLAN 3
C-201 PROFILES DRIVEWAY & CULVERT
C-501 PAVING DETAILS I
C-502 WATER & GAS DETAILS
C-503 FENCE DETAIL
C-504 FENCE GATE DETAILS I
C-505 CONCRETE HEADWALL DETAILS
STRUCTURAL
S-001 GENERAL NOTES
S-002 GENERAL NOTES
S-101 EQUIPMENT PAD DETAILS
S-102 DRIVEN PILE FOUNDATION PLANS/ELEV.
S-601 SCHEDULES
FIRE ALARM
FA101 FIRE ALARM PLAN
ELECTRICAL
ES100 OVERALL ELECTRICAL EXTERIOR PLAN
ES101 ELECTRICAL EXTERIOR PLAN 1
ES102 ELECTRICAL EXTERIOR PLAN 2
ES103 ELECTRICAL EXTERIOR PLAN 3
ES104 ELECTRICAL EXTERIOR PLAN 4
ES401 ENLARGED EQUIPMENT LAYOUT 1
ES402 ENLARGED EQUIPMENT LAYOUT 2
ES403 ENLARGED EQUIPMENT LAYOUT 3
ES404 ENLARGED EQUIPMENT LAYOUT 4
ES501 ELECTRICAL DETAILS 1
ES502 ELECTRICAL DETAILS 2
ES503 ELECTRICAL DETAILS 3
ES504 ELECTRICAL DETAILS 4
ES601 ELECTRICAL ONE-LINE DIAGRAM
ES602 PARTIAL ELECTRICAL ONE-LINE DIAGRAM ROW 1-6
ES603 PARTIAL ELECTRICAL ONE-LINE DIAGRAM ROW 7-11
ES604 TELECOMMUNICATIONS & DATA MONITORING ONE-LINE DIAGRAM
ES701 PANELBOARD SCHEDULES
EG501 EQUIPMENT PAD GROUNDING 1
EG502 EQUIPMENT PAD GROUNDING 2
EG601 GROUNDING ONE-LINE DIAGRAM
Xref WSMR-ISF-33584-G-BS.dwg
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PLOT DATE:
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FILE PATH:
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2000'0 1000'
NOTES:
1. DELIVERY TRUCKS AND CONSTRUCTION VEHICLES MUST ACCESS
THROUGH THE EL PASO OR LAS CRUCES GATE.
2. THE CONTRACTOR LAYDOWN AND STAGING AREA WILL BE PROVIDED
ON THE PROJECT SITE.
3. SEE C-100, CS-101 FOR THE PROJECT SITE.
L
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AutoCAD SHX Text Asphalt
AutoCAD SHX Text Asphalt
AutoCAD SHX Text Asphalt
AutoCAD SHX Text Bumper Curb
AutoCAD SHX Text Bumper Curb
AutoCAD SHX Text Bumper Curbs
AutoCAD SHX Text Asphalt
AutoCAD SHX Text Parking Area
© 2020 Microsoft Corporation © 2020 DigitalGlobe ©CNES (2020) Distribution Airbus DS
US Army Corps of Engineers
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B O
R I N
G
L
O G
S
D A
V
O
U N
G
B-204
N
N A
N
P
E
N
N A
N
P
E
W H
I T
E
S
A N
S
S I
N
G E
N
X
I C
O
E R
C
C
L A
R
P
A N
E L S
NO
VE
M
BE
R
A P
P R
D
A T
E D
E S
C R
I P
T I O
N S
Y M
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9
S u b m i t t e d b y
C h e c k e d b y
D r a w n b y
D e s i g n e d b y
P N
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
T
A Y
L O
R
S
T
F O
R
T H
T
X
C o n t r a c t
N o
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
G E
O T
E C
H
B
R A
N C
H
SHEET
NUMBER
LO
R
EE
B
AL
D
I, P.
E.
C
H
IE
F, G
EO
TE
C H
N
IC
AL
B
R
AN
C H
S o l i c i t a t i o n
N o
2P P2
2R
B O
R I N
G
L
O G
S
D A
V
O
U N
G
B-205
N
N A
N
P
E
N
N A
N
P
E
W H
I T
E
S
A N
S
S I
N
G E
N
X
I C
O
E R
C
C
L A
R
P
A N
E L S
NO
VE
M
BE
R
G E
N D A
N D A
B B
R E
V
IA
T
IO
N S
C-001
L
G R
IM
M E
T T P .E
L
G R
IM
M E
T T P .E
J S
T
IT
Z E
L P .E
W P
P
R
F
G
G
S
FENCE
SANITARY SEWER MANHOLE
TREE
DRAINAGE SWALE
NATURAL GAS LINE
FIRE HYDRANT
SANITARY SEWER LINE
WATER LINE
FIRE DEPARTMENT CONNECTION
GAS METER
SIGN
CONC
ASPH
GP
G
WATER VALVE
GAS VALVE
WATER METER
CONTROL POINT
METAL POSTS
SPOT ELEVATIONS
ITEM EXISTING NEW
ITEM EXISTING NEW
TREE LINE
CONCRETE
ASPHALT
BUILDING
CURB AND GUTTER
GAS VENT PIPE
GAS TESTING STATION
SINGLE SANITARY SEWER CLEANOUT
DUAL SANITARY SEWER CLEANOUT
AIR CONDITION UNITS
GAS VENT PIPE GPGVP
CHILLED WATER SUPPLY
CHILLED WATER RETURN
MATCHMATCH EXISTING ELEVATION
GP
G
G
GP GVP
CONC
ASPH
SPLASH BLOCK S
GRADING LIMITS
CONSTRUCTION LIMITS
MANHOLE
MINIMUM
MAXIMUM
MATERIAL
LOW POINT
LINEAR FEET
INVERT
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
COCO
W
COCO
CO
S
PP
OVERHEAD ELECTRIC LINE
POWER POLE
BACK FLOW PREVENTER
CO
UNDERGROUND ELECTRIC LINE
UNDERGROUND COMMUNICATIONS DUCT BANK
FIBER OPTIC CABLE
757.4
EXISTING OBJECT TO BE REMOVED
STORM DRAIN LINE
CONCRETE APRON
MH
MIN
MAX.
MAT'L
LP
L.F.
INV.
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
FH
MAJOR CONTOURS
MINOR CONTOURS 4273
CULVERT PIPE
HEADWALL
PP
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
POWER POLE
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
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
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
N O
V
C H
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
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
F Y P
N :4
P H
O T
O V
O L T
A
IC
A
R R
A Y
IN
S
T A
L L M
IC
R
O G
R
ID
K W S
O L
IT
E S
A N
D S M
IS
S
L E R
A N
G E
N E
W M
E X
IC
WSMR-MSPA--C-001.dgn 11/8/2021 8:26:37 AM
C-100
V
E R
A L L S
IT
E L
A Y
O U
T
SITE
SOLAR PV ARRAY
NEW MICROGRID
FOR LAYOUT PLAN
SEE SHT CS101
GAS LINE
NEW NATURAL
WELL #17
GENERATOR
TRANSFORMERS
INVERTER
BATTERY STORAGE
ACCESS DRIVE
NEW
WELL #18
WELL #19
WELL #20
SUPPRESSION
FOR FIRE
NEW WATER LINE
L
G R
IM
M E
T T P .E
L
G R
IM
M E
T T P .E
J S
T
IT
Z E
L P .E
60D NAIL
Z: 4273.469 E: 1568112.284 N: 504673.987
CP3
PK NAIL
Z: 4271.888 E: 1568502.411 N: 504689.286
CP4
REBAR
Z: 4275.251 E: 1568203.698 N: 507703.450
CP2
REBAR
Z: 4269.116 E: 1568161.306 N: 508322.340
CP1
W P
P
R
E X
T E
R
IO
R G
R A
V E
L S
U R
F A
C E R
O A
D
E X
T E
R
IO
R G
R A
V E
L S
U R
F A
C E R
O A
D
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
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
N O
V
C H
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
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
F Y P
N :4
P H
O T
O V
O L T
A
IC
A
R R
A Y
IN
S
T A
L L M
IC
R
O G
R
ID
K W S
O L
IT
E S
A N
D S M
IS
S
L E R
A N
G E
N E
W M
E X
IC
O
FIBER OPTIC
UNDERGROUND
POWER LINE
OVERHEAD
POWER LINE
OVERHEAD
POWER LINE
OVERHEAD
WSMR RD.110
W S
.1
W S
.1
A s p h a l t
P a r k i n g
A r e a
A s p h a l t
A s p h a l t
A s p h a l t
P a r k i n g r e a
VIKING STREET
A s p h a l t
P a r k i e a
A s p h a l t
A s p h a l t
A s p h a l t
A s p h a l t
A s p h a l t
A s p h a l t
P a r k i e a
R O
C K
I S
L A
E N
U E
C o n
P a r k i e a
A s p h a l t
A s p h a l t
A s p h a l t
P a r k i e a
A s p h a l t
A s p h a l t
A s p h a l t
P a r k i e a
A s p h a l t
A s p h a l t
J O
L I
R E
E T
AsphaltHOF STREET
Parking Area
Parking Area Asphalt
Asphalt
Asphalt
R O
C K
I S
L A
E N
U E
R O
C K
I S
L A
E N
U E
HOF STREET
A s p h a l t
P a r k i e a
A sp ha lt
A s p h a l t
A s p h a l t
P a r k i e a
P a r k i e a
A s p h a l t
DYER STREET
A s p h a l t
A s p h a l t
C o n
C o n
P a r k i e a
A s p h a l t
Parking Area
Parking AreaAsphalt
FLAGLER STREET
Parking Area
A s p h a l t
R O
C K
I S
L A
E N
U E
BENET STREET Asphalt
A s p h a l t
A s p h a l t
Asphalt
A s p h a l t
Parking Area
R O
C K
I S
L A
E N
U E
A s p h a l t
Asphalt
A s p h a l t
P I C
A T I N
Y
E N
U E
ATLAS STREET
ATLAS S
TREET
VANGUARD DRIVE
VANGUARD DRIVE
V A
N G
U A
I V
E
Asphalt
Asphalt
R A
V E
N
E
N U E
HERCULES STREET
ZUNI DRIVE
Asphalt
Asphalt
P I C
A T I N
E N
U E
ZUNI DRIVE
P a r k i e a
A s p h a l t
P a r k i e a
A s p h a l t
A s p h a l t
P a r k i e a
R E
D S T
O N E
S T
R E E T
B u m p e u r b
B u m p r b
P I C
A T I N
E N
U E
A s p h a l t
CROZIER STREET
C o u r s e
G o l f
M i n i
HEADQUARTERS AVENUE
B u m p r b s
Asphalt Parking Area
Parking Area
A s p h a l t
A s p h a l t
P a r k i e a
P I C
A T I N
E N
U E
A s p h a l t
A s p h a l t
ZEUS DRIVE
A s p h a l t
A s p h a l t
Z E
I V
E
Asphalt
Asphalt
Asphalt
ATLAS STREET
S A
T U
E N
U E
ZEUS DRIVE
PERSHING DRIVE
HERCULES S
TREET
THOR S
TREET
Asphalt
Aspha lt
Asphalt
Asphalt
P E
R S
H I
I V
E
HERCULES STREET
S A
T U
E N
U E
A s p h a l t
PERSHING DRIVE
Z U
N I
D
R I V
E
PERSHING DRIVE
THOR STREET
GRAVEL ROAD
GRAVEL ROAD
WSMR RD. 110
F E
N C
E
C U
R I
WSMR RD.110
WSMR RD.110
GRAVEL ROAD
P I C
A T I N
E N
U E
GRAVEL ROAD
W E
L L
B l d
GATE
LAS CRUCES
WSMR
P P
P P
P P
N
SCALE IN FEET
400' 400' 800'
P P
P P
P P
VALVE
NEW GATE
G R
A V E L A
C C E S S R
O A
D
P P
P P
P P
P P
P P
P P
P P
P
PP
P
P
PP
P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
Q U
E
T
E
HEADQUARTERS AVENUE OWEN ROAD
OWEN ROAD
P A
R K I
E
A OWEN ROAD HWY 213
R O
C K
I S
L A
E N
U E
P A
R K I
E A
WINGATE
P A
R K I
E A
S A N
JACINTO
STREET
AERA
G N I
K R
A P
TEE
R
T S
R E
D S T
O N E
P A
R K I
E A
Z U
N I
D R
IVE
WSMR-MSPA-CS-100.DGN 11/8/2021 8:30:00 AM
SCALE IN FEET
50' 50' 100'
E=1568648.55 N=507715.84
E=1569066.31 N=508185.08
E=1569119.92 N=507777.89
E=1568594.94 N=508123.02
E=156861 0.09N=508007 .92
E=1568246.57 N=507947.95
45.5'
P
389.9 4'
24' 20'
15'
475.4 4' 40'
25' 17' 30'
20'
R
25'
PAD
25'x7.5' TRANSFORMER
17'x 10.5' GEN PAD
GEN
1904 TOTAL PANELS
WHICH HAVE 160
EXCEPT ROWS 4 AND 5
TYP. 176 PER ROW
2 PANEL ARRANGEMENT
SOLAR PV PANEL MODULES ROWS
PADS (TYP. 11 PL)
4'x10 COMBINER BOX
INV
30'x7.5' TRANSFORMER PAD
CONCRETE APRON
10' x 51'
BATTERY STORAGE
SWING GATE
24' WIDE DOUBLE
SWING GATE
24' WIDE DOUBLE
51'
R 10'
EXTERIOR PERIMETER ROAD 20'
EXTERIOR PERIMETER ROAD 20'
G R
A V
A D
W S
FENCE
7' SECURITY
REBAR
Z: 4269.116
E: 1568161.306
N: 508322.340
CP1
REBAR
Z: 4275.251
E: 1568203.698
N: 507703.450
CP2
SECURITY FENCE
7' CHAIN-LINK
WELL #17
Bldg
6"
4.1
6.6' X 4.04' SOLAR PV MODULE
SET
DOUBLE PANEL ROW
CS-101
S
IT
E L
A Y
O U
T P
L A
N
N
L
G R
IM
M E
T T P .E
L
G R
IM
M E
T T P .E
J S
T
IT
Z E
L P .E
W P
P
R
PP
PP
PP
PP
PP
PP
PP
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
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
N O
V
C H
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
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
F Y P
N :4
P H
O T
O V
O L T
A
IC
A
R R
A Y
IN
S
T A
L L M
IC
R
O G
R
ID
K W S
O L
IT
E S
A N
D S M
IS
S
L E R
A N
G E
N E
W M
E X
IC
O
°GRAVEL ACCESS ROAD
TYP MODULE ARRANGEMENT SET
N
750KVA
TRANS
112.5K
VATRANS
O W
A D
INV. EL=4263.2
FF=4269
.7
LIMITS OF GRADING
SCALE IN FEET
50' 50' 100'
INV. EL=4264.3
FF=4268.3
FF=4268.7
4269.80
4269.54
4267.17
4268.35
4269.52
4269.05
4268.67
4265.93
4265.31
4269.53
4270.01
.1
.3
4264.85
4268.89
1+00
S T
A
FF=426
7.3
CULVERT
NEW 18"
STA 0+00
1+86 .14
HEADWALL
0+10
HEADWALL
STA 1+
96.1
S T
A
.2
E
N D D
R V
W Y
S T
A
B E
G
IN
G D
R V
W Y
EXTERIOR PERIMETER ROAD 20'
EXTERIOR PERIMETER ROAD 20'
G R
A V
A D
W S
FENCE
7' SECURITY
REBAR
Z: 4269.116
E: 1568161.306
N: 508322.340
CP1
REBAR
Z: 4275.251
E: 1568203.698
N: 507703.450
CP2
WELL #17
Bldg
CG-101
LEGEND
G R
A D
IN
G P
L A
N
MAJOR CONTOURS
MINOR CONTOURS
LIMITS OF GRADING
NEW EXISTING
END DRIVEWAY 3+78.24 507996.02 1568611.66
BEGIN DRIVEWAY 0+10 508058.49 1568544.94
POB 0+00.00 507946.65 1568236.65
STATION NORTHING EASTING
Horizontal Alignment Name: DRIVEWAY
POE 1+96.14 507874.34 1568571.00
HEADWALL 1+86.14 507883.86 1568567.93
HEADWALL 0+10.00 508058.49 1568544.94
POB 0+00.00 508068.47 1568544.30
STATION NORTHING EASTING
Horizontal Alignment Name: CULVERT
SPOT ELEVATION
L
G R
IM
M E
T T P .E
L
G R
IM
M E
T T P .E
J S
T
IT
Z E
L P .E
USED FOR THE MAPPING OF THIS PROJECT.
0.99970513 GROUND TO GRID. NO GRID FACTOR WAS
ALL COORDINATES ARE IN GRID. SURVEY SCALE FACTOR IS
MEXICO CENTRAL ZONE (GEOID18), VERTICAL DATUM: NAVD 88.
CENTRAL TEXAS AREA OFFICE. HORIZONTAL DATUM: NAD83 NEW
2020 BY U.S. ARMY CORPS OF ENGINEERS, FORT WORTH DISTRICT,
2. TOPOGRAPHICAL SURVEY WAS PERFORMED IN SEPTEMBER
1. FOR DRIVEWAY AND CULVERT PROFILES SEE C-201.
NOTES:
PK NAIL4271.8881568502.411CP-4 504689.286
60D NAIL4273.4691568112.284CP-3 504673.987
REBAR4275.2511568203.698CP-2 507703.450
REBAR4269.116 1568161.306 CP-1 508322.340
DESCRIPTIONELEVATION EASTING NORTHING
CONTROL POINTS
W P
P
R
N
PP
PP
PP
PP
PP
PP
PP
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
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
N O
V
C H
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
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
F Y P
N :4
P H
O T
O V
O L T
A
IC
A
R R
A Y
IN
S
T A
L L M
IC
R
O G
R
ID
K W S
O L
IT
E S
A N
D S M
IS
S
L E R
A N
G E
N E
W M
E X
IC
O
GRAVEL ACCESS ROAD
O W
A D
4256.00
4256.0
4256.50
4256.50
4256.0
4257.00
4257.50
4258.20
4262.00
4262.82 4263
4263.17
4264.35
4264.80
4266.85
4267.00
4268.52
4269.01
4269.30
4269.40
4269.3
4269.504269.50
4269.80
4270.50
50' 50' 100'
H/C-501 (BID OPTION 1)
GRAVEL SURFACE PER DETAIL
PER DETAIL I/C-501 (BASE BID)
COMPACTED SURFACE COURSE
PERIMETER ROAD
H/C-501 (BID OPTION 1)
GRAVEL SURFACE PER DETAIL
PER DETAIL I/C-501 (BASE BID)
COMPACTED SURFACE COURSE
PERIMETER ROAD
EXTERIOR PERIMETER ROAD 20'
EXTERIOR PERIMETER ROAD 20'
PAD
25'x7.5' TRANSFORMER
17'x 10.5' GEN PAD
GEN
PADS (TYP. 11 PL)
4'x10 COMBINER BOX
INV
30'x7.5' TRANSFORMER PAD
CONCRETE APRON
10' x 51'
BATTERY STORAGE
EXTERIOR PERIMETER ROAD 20'
EXTERIOR PERIMETER ROAD 20'
G R
A V
A D
W S
FENCE
7' SECURITY
REBAR
Z: 4269.116
E: 1568161.306
N: 508322.340
CP1
REBAR
Z: 4275.251
E: 1568203.698
N: 507703.450
CP2
WELL #17
Bldg
CP-101
N
P A
V E
M E
N T P
L A
N
LEGEND
ACCESS ROADWAY
GRAVEL SURFACE
APRON
CONCRETE PAVED
L
G R
IM
M E
T T P .E
L
G R
IM
M E
T T P .E
J S
T
IT
Z E
L P .E
W P
P
R
(BID OPTION 1)
PERIMETER ROAD
GRAVEL SURFACE
(BID OPTION 2)
GROUND COVER
STONE MULCH
(BID OPTION 2)
(PER DETAIL C/C-501
COMPACTED STONE MULCH
(BASE BID)
PER DETAIL I/C-501
COMPACTED SURFACE COURSE
MICROGRID YARD AREA
GRAVEL ACCESS ROAD
PP
PP
PP
PP
PP
PP
PP
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
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
N O
V
C H
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
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
F Y P
N :4
P H
O T
O V
O L T
A
IC
A
R R
A Y
IN
S
T A
L L M
IC
R
O G
R
ID
K W S
O L
IT
E S
A N
D S M
IS
S
L E R
A N
G E
N E
W M
E X
IC
O
GRAVEL ACCESS ROAD
750KVA
TRANS
112.5K
VATRANS
O W
1904 TOTAL PANELS
SOLAR PV PANEL MODULES ROWS
SCALE IN FEET
50' 50' 100'
INVERTER PAD
PADS (TYP. 11 PL)
COMBINER BOX
STORAGE
BATTERY
GEN PAD
PAD
TRANSFORMER
PAD
TRANSFORMER
GRAVEL ROAD
WSMR RD. 11
G
FH
FH
NEW 10" WATER LINE
WATER LINE
NEW 6"
10"
10"
6" GATE VALVES
NEW 6"
E=1568424.36 N=506712.61
E=1568434.26 N=506711.22
E=1568368.23 N=507360.84
E=1568375.61 N=507386.68
E=1568303.09 N=507975.59
E=1568324.55 N=507872.09
1.5"
.5
E X
T E
R
IO
R P
E R
IM
E T
E R R
O A
D
E X
T E
R
IO
R P
E R
IM
E T
E R R
O A
D
F E
N C
E
C U
R I
FIBER OPTIC
UNDERGROUND
POWER LINE
OVERHEAD12"
14"
LINE
14" WATER SUPPLY
LINE
12" WATER SUPPLY
POWER LINE
OVERHEAD
POWER LINE
OVERHEAD
REBAR
Z: 4275.251
E: 1568203.698
N: 507703.450
CP2
REBAR
Z: 4269.116
E: 1568161.306
N: 508322.340
CP1
W E
L L
B l d
U -1
C U -1
U T
IL
IT
Y P
L A
N
CU-101
HYDRANT
NEW FIRE
HYDRANT
NEW FIRE
L
G R
IM
M E
T T P .E
J S
T
IT
Z E
L P .E
FOR REQUIREMENTS
SECTION 33 11 23
SEE SPECIFICATION
NEW GAS METER
W P
P
R
AND ALL STATE, LOCAL, AND OSHA REGULATIONS THAT PERTAIN.
WITH 40 CFR, CHAPTER 61, SUBPART M, "NATIONAL EMISSION STANDARD FOR ASBESTOS"
CONTAINING ASBESTOS, ALL RELATED WORK SHALL BE DONE IN ACCORDANCE
SHOULD THE CONTRACTOR EXPOSE, DISTURB, OR DEMOLISH ANY MATERIALS3.
CONTAINING ASBESTOS IS DISTURBED OR DAMAGED DURING CONSTRUCTION.
SHALL PROVIDE THE NECESSARY ABATEMENT ACTIVITIES IF A BURIED PIPELINE
EXISTING UNDERGROUND UTILITY PIPING CONTAINS ASBESTOS. CONTRACTOR2.
ANY TYPE OF EARTHWORK OR EXCAVATION ACTIVITIES.
ALL EXISTING SUBSURFACE UTILITY LINES SHALL BE LOCATED PRIOR TO COMMENCING1.
NOTES:
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
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
N O
V
C H
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
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
F Y P
N :4
P H
O T
O V
O L T
A
IC
A
R R
A Y
IN
S
T A
L L M
IC
R
O G
R
ID
K W S
O L
IT
E S
A N
D S M
IS
S
L E R
A N
G E
N E
W M
E X
IC
O
G R
A V E L A
C C E S S R
O A
D
GAS LINE
NEW 1.5" NATURAL
P P
P P
P P
P
PP
P
P
PP
P
P P
P P
P P
P P
L
G R
IM
M E
T T P .E
50' 50' 100'
N
WSMR RD.110
W S
.1
GRAVEL ROAD
E=1568255.71 N=505330.52
E=1568245.71 N=505330.76
E=1568288.22 N=505533.42
E=1568278.22 N=505533.66
E=1568337.31 N=506040.99
E=1568347.26 N=506039.97
E=1568379.87 N=506328.64
E=1568389.81 N=506327.62 E=1568424.36
N=506712.61
E=1568434.26 N=506711.22
WATER LINE
NEW 10"
GAS LINE
NEW 1.5" NATURAL
12"
14"
12"
14"
POWER LINE
OVERHEAD
C U -1
C U -1
C U -1
C U -1
CU-102
U T
IL
IT
Y P
L A
N
L
G R
IM
M E
T T P .E
L
G R
IM
M E
T T P .E
J S
T
IT
Z E
L P .E
W P
P
R
AND ALL STATE, LOCAL, AND OSHA REGULATIONS THAT PERTAIN.
WITH 40 CFR, CHAPTER 61, SUBPART M, "NATIONAL EMISSION STANDARD FOR ASBESTOS"
CONTAINING ASBESTOS, ALL RELATED WORK SHALL BE DONE IN ACCORDANCE
SHOULD THE CONTRACTOR EXPOSE, DISTURB, OR DEMOLISH ANY MATERIALS3.
CONTAINING ASBESTOS IS DISTURBED OR DAMAGED DURING CONSTRUCTION.
SHALL PROVIDE THE NECESSARY ABATEMENT ACTIVITIES IF A BURIED PIPELINE
EXISTING UNDERGROUND UTILITY PIPING CONTAINS ASBESTOS. CONTRACTOR2.
ANY TYPE OF EARTHWORK OR EXCAVATION ACTIVITIES.
ALL EXISTING SUBSURFACE UTILITY LINES SHALL BE LOCATED PRIOR TO COMMENCING1.
NOTES:
10"
GAS LINE
NEW 1.5" NATURAL
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
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
N O
V
C H
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
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
F Y P
N :4
P H
O T
O V
O L T
A
IC
A
R R
A Y
IN
S
T A
L L M
IC
R
O G
R
ID
K W S
O L
IT
E S
A N
D S M
IS
S
L E R
A N
G E
N E
W M
E X
IC
O
P P
P P
P P
P P
P P
P P
P
WSMR-MSPA-CU-102.DGN 11/8/2021 8:42:56 AM
50' 50' 100'
N
G Y
M
S
S
S
S-371
S-375D
S-375C
S
W E
L L
A
A s p h a l t
A s p h a l t
A s p h a l t
P I C
A T I N
E N
U E
Asphalt Parking Area
Parking Area
P I C
A T I N
E N
U E
A s p h a l t
P a r k i e a
A s p h a l t
B u m p r b s
E=1568409.82 N=504430.89
E=1568200.92 N=504705.86
E=1568211.86 N=504714.62
E=1568322.60 N=504691.46
E=1568410.78 N=504694.22
E=1568229.10 N=504967.98
E=1568255.71 N=505330.52
E=1568245.71 N=505330.76
E=1568239.10 N=504967.74
E=1568322.00 N=504597.90
1.5"
1.5"
1.5"
GAS LINE
NEW 1.5" NATURAL
14"
12"
12"
14"
14"
6"
60D NAIL
Z: 4273.469
E: 1568112.284
N: 504673.987
CP3
PK NAIL
Z: 4271.888
E: 1568502.411
N: 504689.286
CP4
C U -1
C U -1
U T
IL
IT
Y P
L A
N
CU-103
J S
T
IT
Z E
L P .E
L
G R
IM
M E
T T P .E
L
G R
IM
M E
T T P .E
W P
P
R
WATER LINE.
CONSTRUCTION. WSMR WATER SHOP WILL MAKE THE FINAL CONNECTION TO EXISTING
CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS REQUIRED FOR NEW WATER LINE4.
AND ALL STATE, LOCAL, AND OSHA REGULATIONS THAT PERTAIN.
WITH 40 CFR, CHAPTER 61, SUBPART M, "NATIONAL EMISSION STANDARD FOR ASBESTOS"
CONTAINING ASBESTOS, ALL RELATED WORK SHALL BE DONE IN ACCORDANCE
SHOULD THE CONTRACTOR EXPOSE, DISTURB, OR DEMOLISH ANY MATERIALS3.
CONTAINING ASBESTOS IS DISTURBED OR DAMAGED DURING CONSTRUCTION.
SHALL PROVIDE THE NECESSARY ABATEMENT ACTIVITIES IF A BURIED PIPELINE
EXISTING UNDERGROUND UTILITY PIPING CONTAINS ASBESTOS. CONTRACTOR2.
ANY TYPE OF EARTHWORK OR EXCAVATION ACTIVITIES.
ALL EXISTING SUBSURFACE UTILITY LINES SHALL BE LOCATED PRIOR TO COMMENCING1.
NOTES:
VALVE
NEW GATE
10"
10"
PREVENTER
NEW BACKFLOW 10"
TO EXISTING 4" GAS LINE
NATURAL GAS LINE
CONNECT NEW 1.5"
6"x10" TEE
TO EXISTING 6" WATER LINE
WATER LINE
CONNECT NEW 10"
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
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
N O
V
C H
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
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
F Y P
N :4
P H
O T
O V
O L T
A
IC
A
R R
A Y
IN
S
T A
L L M
IC
R
O G
R
ID
K W S
O L
IT
E S
A N
D S M
IS
S
L E R
A N
G E
N E
W M
E X
IC
O
P P
P P
P P
P P
P
WSMR-MSPA-CU-103.DGN 11/8/2021 8:44:12 AM
42764276
42764276
0+00 1+00 2+00 3+00 4+00
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
STATIONS
42724272
42724272
0+00 1+00 2+00 2+50
E L E
V A
T
IO
N I
N F
E E
T
E L E
V A
T
IO
N I
N F
E E
T
STATIONS
DRIVEWAY PROFILE
CULVERT PROFILE
GRADE
FINISHED
GRADE
EXISTING
GRADE
EXISTING
CL DRIVEWAY
GRADE
FINISHED
E le v
.4
E le v
.5
Grade = -0.02
.7
.8
.9
.6
.6
18" CULVERT
IN
V E le v
.2
0 IN
V E le v
.3
Grade = 0.01
18" STORM DRAIN CULVERT
IN
V E le v
.6
.2
CL DRIVEWAY
H E
A D
W A
L L
S T
A
.0
H E
A D
W A
L L
S T
A
.1
B E
G
IN
D
R V
W Y
S T
A
E N
D D
R V
W Y
S T
A
.2
C-201
P R
O F
IL
E S D
R
IV
E W
A Y C
U L
V E
R T
L
G R
IM
M E
T T P .E
L
G R
IM
M E
T T P .E
J S
T
IT
Z E
L P .E
W P
P
R
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
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
N O
V
C H
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
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
F Y P
N :4
P H
O T
O V
O L T
A
IC
A
R R
A Y
IN
S
T A
L L M
IC
R
O G
R
ID
K W S
O L
IT
E S
A N
D S M
IS
S
L E R
A N
G E
N E
W M
E X
IC
WSMR-MSPA-C-201.DGN 11/8/2021 8:46:32 AM
PAVEMENT NOTES:
1. THE MOISTURE CONTENT SHALL BE AT LEAST 1 PERCENT ABOVE OPTIMUM DURING
COMPACTION OF THE RAW SUBGRADE.
2. REINFORCE ALL REQUIRED PAVEMENT WITH NO. 4 BARS @ 16" O.C.E.W.
3. REINFORCE ALL ODD SHAPED SLABS AND SLABS LARGER THAN 225 SQ. FEET AND
SLABS WITH A LENGTH TO WIDTH RATIO GREATER THAN 1.25 TO 1.
4. PROVIDE REINFORCEMENT AROUND ALL CUTOUTS, VALVE BOXES, MANHOLES AND
JUNCTION BOXES IN SLABS.
8" PORTLAND CEMENT CONCRETE
6" SUBBASE COURSE OPEN GRADED (CBR=50) COMPACTED TO AT LEAST 95 PERCENT
OF MAXIMUM LABORATORY DENSITY (ASTM D 1557)
6" RAW SUBGRADE COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM LABORATORY
DENSITY (ASTM D 1557)
PAVING NOTES:
AT STRUCTURES (TS)
CONTRACTION JOINT
N.T.S
JOINT SEALANT JOINT SEALANT
(SEE SPECS.)
JOINT SEALANT
NON-EXTRUDING
JOINT FILLER
JOINT SEALANT
3/4 " ±1/8"
1/4"
6" MIN. THICKNESS
W W
INSERT TYPE SAWED
CONTRACTION JOINT OPTIONS
EXPANSION JOINTS CONSTRUCTION JOINTS
1/2 " ±1/8"1/2 " ±1/8"
1/4"
3/4 " ±1/8"
3/4 " ±1/8"3/4 " ±1/8"
4" AGGREGATE SURFACE COURSE COMPACTED TO AT LEAST 95 PERCENT
OF LABORATORY MAXIMUM DENSITY (ASTM D 1557)
JOINT SEALANT
1 2
3'-0" MIN.
THICKENED EDGE
3/4" NON-EXTRUDING
JOINT FILLER
JOINT SEALANT
ELECTRICAL EQUIPMENT
GENERATOR PAD
3" STONE MULCH COMPACTED TO 90 PERCENT MAX DENSITY (ASTM D 1557)
3" CRUSHED GRANITE COMPACTED TO 90 PERCENT MAX DENSITY (ASTM D 1557)
6" SURFACE COURSE COMPACTED TO
AT LEAST 95 PERCENT OF MAXIMUM
LABORATORY DENSITY (ASTM D 1557)
US Army Corps of
Engineers ®
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TOP & BOTTOM.
#3 BARS, 8" BOTH WAYS
MAIN OR VALVE.
VALVE BOX NOT TO TOUCH
SAND BEDDED POLYETHYLENE (PE)
SDR 11 BALL VALVE & SDR 11 PE PIPE.
SPECIAL WRENCH FOR
(1" MIN. LETTERS)
REMOVAL, WITH "GAS"
CAST IN COVER.
SET FLUSH
WHEN IN A
SIDEWALK.
VENTED VALVE BOX, 6" MIN. OPENING SIZE
WITH 12" BELL, ADJUSTABLE EXTENSION
TYPE, SLIP TYPE OF ABS PLASTIC WITH CAST
IRON COLLAR (HEAVY DUTY CAST IRON COLLAR
IN ROADWAYS).
NOTES:
SIDEWALK, SET
2" ABOVE GRADE.
YELLOW COLORED
LOCKING COVER REQUIRINGIF NOT IN
ROADWAY OR
CONCRETE DISK
A SIDEWALK OR
FINISHED GRADE
WHEN NOT IN
IN ROADWAY.
1. LENGTH OF BOXES SHALL ACCOMODATE THE
VALVE LOCATION WITHOUT FULL EXTENSION.
DEPTH OF COVER OVER THE PIPE AT THE
2. TRACER WIRES SHALL BE BROUGHT UP IN
EACH VALVE BOX, WITH MINIMUM OF 12"
SPARE LEAD ABOVE FINISHED GRADE.
VALVES LOCATED IN PAVED AREAS.
EACH LIFT COMPACTED TO 100% DENSITY.
BASE SHALL BE 2 EACH 4" MIN. LIFTS,
ALL PAVED AREAS: 4" MIN. HMAC, 3'
MIN. DIA., ON TOP OF BASE MATERIAL.
CONCRETE DISK 2' DIA. X 8" THK. CAST
AROUND TOP OF EACH VALVE BOX, EXCEPT
NO CONCRETE DISK.
BASE SHALL BE 2 EACH 4" MIN. LIFTS,
EACH LIFT COMPACTED TO 100% DENSITY.
FOR STABILIZED SHOULDER OF ROADWAY,
WITH CONCRETE DISK.
4"MIN.
6"MIN.
PIPE
O.D.
S A
N D
B E
D
3 TIMES PIPE
(6" MIN.).
12" FOR MAINS &
32" MINIMUM FOR ALL MAINS.
24" MIN. FOR CANTONMENT AREA
SERVICE LINES.
TOP OF FINISHED GRADE
4 MIL MINIMUM X 6-INCH WIDE, POLYETHYLENE
MARKING TAPE (NO FOIL BACKING), YELLOW, WITH
IDENTIFYING LETTERING (1750 PSI LENGTHWISE
SANDBEDDING
LEADS BROUGHT UP ABOVE GRADE AT ALL RISERS
AND VALVE BOXES (KEEP ISOLATED FROM PIPE).
POLYETHYLENE 2406, SDR 11 MINIMUM, GAS PIPE
AND FITTINGS (CENTERED IN TRENCH).
COMPACT EACH LAYER TO 95% MAXIMUM DENSITY.
BACKFILL MATERIAL CLASSIFIED SATISFACTORY; PLACE
IN LIFTS NOT EXCEEDING 6 INCHES (LOOSE) FOR HAND
OPERATED MACHINE COMPACTORS (8" FOR OTHERS).
X 1500 PSI CROSSWISE MINIMUM STRENGTH).
DIAMETER FOR
TRENCH WIDTH
CANTONMENT SERVICE LINES.
GENERAL NOTES: GAS CONSTRUCTION SHALL COMPLY WITH THE MORE STRINGENT REQUIREMENTS OF 49 CFR, PART 192, ASME B31.8, AGA-01, AND
#10 AWG, THWN, CU, YELLOW TRACER WIRE, 12" MINIMUM
APPROVED VALVE BOXES WITH LOCKING LIDS. ALL ROAD CROSSINGS SHALL BE BORED, ENCASED IN SCHEDULE 40 BLACK STEEL PIPE WITH PROTECTIVE
FITTINGS ALLOWED IN CASINGS, EXCEPT COUPLINGS, WHICH SHALL BE AVOIDED WHERE POSSIBLE. IN AREAS WHERE EXISTING AGGREGATE BASE MATERIAL
IS DISTURBED, 12 INCHES OF NEW STABILIZED AGGREGATE BASE COURSE COMPACTED TO 100% MAXIMUM DENSITY SHALL BE PLACED ON TOP OF THE
CORRESPONDING, DECREASED, COMPACTED BACKFILL SPECIFIED IN DETAIL BELOW. SURFACE SHALL BE SEAL-COATED, AS APPLICABLE TO MATCH EXISTING.
FOR PAVED SURFACES, 9 INCHES OF GOVERNMENT-APPROVED BASE MATERIAL SHALL BE PLACED AND COMPACTED AS MENTIONED ABOVE. EXISTING
PAVING SHALL BE SAWCUT, STEPPED BACK 12 INCHES EACH SIDE OF TRENCH, AND 3 INCHES (MINIMUM, MATCH EXISTING IF GREATER) HMAC PLACED
AND COMPACTED TO 97%-100% MAXIMUM DENSITY, FLUSH WITH EXISTING TOP SURFACE. ALL CONNECTIONS OF NEW PIPE TO EXISTING MAINS SHALL
HIGH PRESSURE SIDE OF THE REGULATOR.
THE MANUFACTURERS RECOMMENDATIONS. UNDERGROUND VALVES SHALL BE FULL-SIZED POLYETHYLENE BALL VALVES, AND SHALL BE IN GOVERNMENT-
COATING. THE PIPE SHALL BE SEPARATED FROM THE CASING BY INSULATING SPACERS, AND CASING SEALED AT THE ENDS WITH CASING BUSHINGS. NO
BE ACCOMPLISHED BY HOT TAP. GOVERNMENT-APPROVED ANODELESS RISER SHALL BE USED AT ALL SERVICE RISERS. GAS SERVICE REGULATOR SHALL
HAVE HIGH PRESSURE AUTOMATIC SHUTOFF, INTERNAL RELIEF, AND LOW PRESSURE AUTOMATIC SHUTOFF, MANUAL RESET. UNIONS ARE NOT ALLOWED ON
GRADE
WATER LINE
ROUND CONCRETE COLLAR
THRUST BLOCKS
NOTES:
1. PROVIDE ASSE 1060 CLASS 1 CERFIFIED ENCLOSURE.
US Army Corps of
Engineers ®
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AutoCAD SHX Text
FITTING SIZES
AutoCAD SHX Text
TEE & END
AutoCAD SHX Text
90 DEG. BEND
AutoCAD SHX Text
45 DEG. BEND
AutoCAD SHX Text
22 DEG. BEND
AutoCAD SHX Text
11‚DEG. DEG. BEND
AutoCAD SHX Text
BEARING AREA
AutoCAD SHX Text
UNDISTURBED EARTH
AutoCAD SHX Text
POURED CONCRETE BLOCKS
AutoCAD SHX Text
BEARING AREA
AutoCAD SHX Text PLACE DOUBLE LAYER OF TAR PAPER BETWEEN CONCRETE BLOCKING AND PLUG TO PERMIT EASY REMOVAL FOR FUTURE EXTENSION OF WATER MAIN
AutoCAD SHX Text 0.33
AutoCAD SHX Text 0.59
AutoCAD SHX Text 0.92
AutoCAD SHX Text 1.32
AutoCAD SHX Text 0.50
AutoCAD SHX Text 0.83
AutoCAD SHX Text 1.29
AutoCAD SHX Text 1.86
AutoCAD SHX Text 0.23
AutoCAD SHX Text 0.45
AutoCAD SHX Text 0.71
AutoCAD SHX Text 1.01
AutoCAD SHX Text 0.14
AutoCAD SHX Text 0.23
AutoCAD SHX Text 0.36
AutoCAD SHX Text 0.52
AutoCAD SHX Text 0.07
AutoCAD SHX Text 0.12
AutoCAD SHX Text 0.19
AutoCAD SHX Text 0.26
AutoCAD SHX Text
BEARING AREA OF BLOCK IN SQUARE METERS
AutoCAD SHX Text 150 (6")
AutoCAD SHX Text 200 (8")
AutoCAD SHX Text 250 (10")
300 (12")
C-503
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NO SCALE
16" MIN. DIA.
M
IN
M
IN
10'-0" MAXIMUM
LINE POSTS TO BE EQUALLY SPACED
10" MIN. DIA.
NO SCALE
FASTENING DETAILS
TRUSS ROD AND BAND
ROUND POST
BRACE RAIL CLAMP DETAILS
H-BEAM
TENSION BAND DETAIL
END OR GATE POST DETAIL
(T
Y P
2.25" x 1.70"
2.25" x 1.70"
2.375" O.D. 2.875" O.D.
2.25" x 1.70"
1.90" O.D.
2.25" x 1.70"
1.875" x 1.625"
3.50" x 3.50"
2.00" SQ.
2.375" O.D. 2.875" O.D.
2.50" SQ.
3.50" x 3.50"
3.00" SQ.
4.00" O.D.
1.66" O.D.
1.50" O.D.
1.625" x 1.50"
1.625" x 1.25"C-SECTION (ROLL-FORMED)
H-SECTION
TUBULAR - SQUARE
TUBULAR - ROUND
TOP, BOTTOM & BRACE RAILS
C-SECTION (ROLL-FORMED)
TUBULAR - ROUND
LINE POSTS
C-SECTION (ROLL-FORMED)
TUBULAR - SQUARE
TUBULAR - ROUND
CORNER, END & PULL POSTS
USE AND SECTION
FABRIC LESS THAN 72"
MINIMUM OUTSIDE DIMENSIONS (NOMINAL)
STEEL POST SCHEDULE
FABRIC 72" TO 96" FABRIC OVER 96"
NOTES:
FENCE LEGEND:
H-BEAM ROUND POST
LINE POST ATTACHMENTS
TOP OR BRACE RAIL ATTACHMENT
GROUNDING DETAIL
NO SCALE
NO SCALE
BRACE PANEL DETAIL
10'-0" MAX. 10'-0" MAX.
NOTE:
STRAIGHT RUNS EXCEED 500 FEET.
PROVIDE BRACE PANEL WHENEVER
10'-0" MAXIMUM
X X X X X X
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X X X X X X
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X X X X X
X
X
X
X
X
X X
X X
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X
X
X
NO SCALE
EXTENSION ARM DETAILS
LINE POST CORNER POST
1'-0"
45 DEGREES
1' -6 " 6"
T Y P
1' -1 0" 7.
5" (T
YP.
35 DEGREES
X X X X X
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H-SECTION
FE6 CHAIN-LINK SECURITY FENCE DETAIL
LINE POST
TOP RAIL OR TENSION WIRE
BRACE RAIL
(TYP.)
TIE WIRES
(3/8" MIN. DIA.)
TRUSS ROD
CONCRETE BASE
OR PULL POST
CORNER, END,
TIE WIRES (TYP.)
LINE POST
GRADE
WIRE
TENSIONOF FABRIC
BOTTOM
(9 GAGE, 2" MESH)
CHAIN-LINK FABRIC
BASE
CONCRETE
(3/8" MIN. DIA.)
TRUSS ROD
BAND
TENSION
(3/8" MIN. DIA.)
TRUSS ROD
WIRE
TENSION
CARRIAGE BOLT
TENSION BAR
EACH FABRIC LINK
TENSION BAR TO ENGAGE
FABRIC
TOP AND BOTTOM OF FABRIC)
(15" O.C. MAX. AND WITHIN 4" FROM
TENSION BAND
FABRIC
(2'-0" O.C. MAX.)
9-GAGE TIE WIRES
OF FABRIC)
TOP AND BOTTOM
WITHIN 4" FROM
(15" O.C. MAX AND
TIE WIRE
OF FABRIC)
TOP AND BOTTOM
WITHIN 4" FROM
(15" O.C. MAX AND
TIE WIRE
STEEL GROUND ROD
3/4" DIA. COPPER-CLAD
OF COPPER
CLAMP-TYPE FITTING
WELD OR APPROVED
MOLDED EXOTHERMIC
COPPER WIRE
#8 AWG SOLID
FENCE POST
TRUSS ROD TRUSS ROD
LINE POSTLINE POST BRACE RAILS
RAILS
BRACE
PULL POST
TENSION WIRE
TOP RAIL OR
(TYP.)
TIE WIRES
ON EXTENSION ARMS
BARBED-WIRE APRON
RIVETED FLUSH (TYP.)
" PLAIN PIN8
RIVETED FLUSH (TYP.)
3/8" PLAIN PIN
LOCK PIN (TYP.)
WIRE (TYP.)
BARBED
F A
B R
IC
W
ID
T
H
FINAL NUMBER IS FABRIC WIDTH IN INCHES
TBR - FENCE WITH TOP AND BOTTOM RAILS
TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER
TO THE TOP OF THE FOUNDATION.
INSIDE THE POST IS COMPLETELY FILLED WITH CONCRETE UP
4. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID
3. NOT USED.
SECURE AREA.
FABRIC SHALL BE PLACED ON THE OPPOSITE SIDE OF THE
ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK
2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED
MANUFACTURER.
NOT INTENDED TO LIMIT METHOD OF INSTALLATION TO ONE
1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE
SHEET
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C h e c k e d b y
US Army Corps of
Engineers ®
A
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T ra c k in g N o
A c ti o n
D a te
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Enter Project Name
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WSMR-MSPA-C-503.DGN 11/8/2021 8:48:50 AM
C-504
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6" D
IA
10"
6" DIA. P.C. CONC.
OFFSET HINGE STANDARD HINGE
LATCH ASSEMBLY
DROP ROD ASSEMBLY
GATE POST SCHEDULE
6' OR LESS
MORE THAN 13' TO 18'
MORE THAN 6' TO 13'
MORE THAN 18'
(NOMINAL)
GATE LEAF WIDTH
(NOMINAL)
OUTSIDE DIMENSION
2.875" O.D.
2.5" SQ.
4.0" O.D.
6.625" O.D.
8.625" O.D.
NOTES:
NO SCALE
SWING GATE DETAILS
GATE KEEPER
(TO HOLD GATE OPEN)
PLAN
A
SECTION A
DROP ROD FOUNDATION
SECTION
GATE POST DETAIL
AT CURB AND GUTTER
GATE LEAF
M
IN
M A
X
NO SCALE
DOUBLE SWING GATE (TYPE FE6 FENCE)
ELEVATION
2'-10" FOR POSTS 4" O.D. & LESS
" O.D.8
53'-4" FOR POSTS 6
" O.D.8
53'-10" FOR POSTS 8
4" O.D. & LESS
16" DIA. MIN. FOR GATE POSTS
OVER 4" O.D.
24" DIA. MIN. FOR GATE POSTS
X X
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XXXXXXX
X X X X X X X
X X X X
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X X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XX
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X
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PLAN
DIRECTION OF GATE SWING (TYP.)
GATE OPENING
FE5-48-SO-HD-6
EXAMPLES: FE6-84-DO-RA-24
OPENING - FEET (CLEAR OPENING BETWEEN GATE POSTS)
- HO (OFFSET)
HINGE - RA (STANDARD)
- DO (DOUBLE)
TYPE OPENING - SO (SINGLE)
FENCE HEIGHT - INCHES
FENCE TYPE - FE5, FE6, ETC.
4. GATES SHALL BE DESIGNATED AS FOLLOWS:
CONSTRUCTION OF ALL GATES SUPPLIED.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID
USED IN LIEU OF TRUSS RODS TO BRACE ALL WELDED GATE FRAMES.
AT CONSTRACTOR'S OPTION, A WELDED HORIZONTAL BRACE MAY BE
CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY FITTINGS.
OR 2.00" NOMINAL (SQUARE). GATE FRAMES SHALL BE WELDED
3. ALL GATE FRAMES SHALL BE A MINIMUM OF 1.90" NOMINAL (ROUND)
LATCH ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.
2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS,
INTENDED TO LIMIT METHOD OF INSTALLATION TO ONE MANUFACTURER.
1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT
AND GUTTER
EXIST. CURB
FULL DEPTH
SAWCUT CURB
GATE
3" MIN.
GUTTER
SAWCUT
SAND/GRAVEL
1" I.D. STEEL PIPE
PAVEMENT
BITUMINOUS
SURFACE
PAVED
PAVEMENT
P.C. CONC.
" DIA. DROP ROD2
AND GUTTER
NEW CURB
JOINT
" EXP.2
NEW GATE
WASHER
POST FOUND.
NEW GATE
EXIST. CURB
HINGE
STANDARD
POST
GATE
" EXP. JOINT2
LINE POST
ASSEMBLY
LATCH
GATE FRAME
DROP ROD
" TRUSS RODS8
FABRIC
CHAIN-LINK
RAIL AS SPECIFIED
TOP TENSION WIRE OR
HINGE
OR RAIL AS SPECIFIED
BOTTOM TENSION WIRE
RAIL (TYP.)
BRACE
LINE POST
(TYP.)
TRUSS ROD
(TYP.)
BRACE RAIL
LINE
GRADE
GATE FRAME
CHAIN-LINK FABRIC OF BARBED-WIRE
3 VERTICAL STRANDS BARBED-WIRE
3 STRANDS OF
BARBED WIRE
3-STRANDS OF
BARBED WIRE
3-STRANDS OF
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PLOT DATE:
2 3 4 5 6 7 8 9 10
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Fort Worth District
FILE PATH:
1/15/2019 12:39:43 PM
Enter Project Name
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WSMR-MSPA-C-504.DGN 11/8/2021 8:50:41 AM
C-505
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LC
#4 BARS @ 12" O.C.E.W.
REINFORCEMENT SHALL BE
PLAN
N.T.S.
LC
SINGLE PIPE - 90 DEG.
WW
30°
6"
CONST. JT.
FOR PIPES
TO MAINTAIN 4" MIN. COVER
SHOWN WHERE REQUIRED
PROVIDE A 12" FOOTING AS
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CONFORMS TO 2:1
HOOP AROUND PIPE
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TYPE B CONCRETE HEADWALL
G K YX H W
TYPE "A" AND "B"
TABLE OF DIMENSIONS
SIZE*
BAR
#318" 12" 2'-6" 2'-0"
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~ "8 74'-02'-11"
A
SECTION A
C505
CONCRETE HEADWALL
* REINFORCING BARS @ 12" O.C.E.W.
FOR CONCRETE PIPE-90° -SINGLE AND MULTIPLE PIPES
C5
CG101
SHEET
NUMBER
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PLOT DATE:
2 3 4 5 6 7 8 9 10
B
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F
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Fort Worth District
FILE PATH:
1/15/2019 12:39:43 PM
Enter Project Name
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WSMR-MSPA-C-505.DGN 11/8/2021 8:52:23 AM
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PLOT DATE:
2 3 4 5 6 7 8 9 10
B
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F
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Fort Worth District
FILE PATH:
11/4/2021 3:28:02 PM
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Project Name
1. DESIGN OF RACKING SYSTEM AND THEIR CONNECTIONS SHALL BE THE SOLE RESPONSIBILITY
OF THE CONTRACTOR.
2. RACKING SYSTEM SHALL BE A SYSTEM SUPPLIED BY A SINGLE SOURCE AND COMPATIBLE WITH
THE SOLAR PANELS BEING INSTALLED.
3. MATERIAL OF THE RACKING SYSTEM SHALL BE COMPATIBLE WITH THE STEEL PILES PROVIDED, OR PROTECTION SHALL BE PROVIDED TO PREVENT GALVANIC CORROSION.
4. PROVIDE SHOP DRAWINGS AND CALCULATIONS FOR REVIEW. SHOP DRAWINGS AND
CALCULATIONS SHALL BE SEALED AND SIGNED BY A LICENSED STRUCTURAL ENGINEER.
A. MINIMUM LOADING REQUIREMENTS ARE PROVIDED IN THE CONTRACT DRAWINGS.
B. INCLUDE SEISMIC LOADING FOR THE RACKING SYSTEM AND ATTACHMENT TO THE H-
PILES.
GENERAL REQUIREMENTS:
DESIGN CRITERIA:
1. UFC 3-301-01, STRUCTURAL ENGINEERING (1 OCTOBER 2019)
UFC 4-010-01, DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS (12 DECEMBER 2018)
ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
AISC 360-16, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
IBC 2018 INTERNATIONAL BUILDING CODE.
2. RISK CATEGORY: III
3. DEAD LOADS: WEIGHT OF STRUCTURE, FINISHES, AND ANCILLARY ITEMS.
4. LIVE LOADS:
MECHANICAL ROOMS ....................................................................... 125 psf BATTERY ROOM ............................................................................ 200 psf
OTHER LIVE LOADS NOT SHOWN SHALL BE IN ACCORDANCE WITH ASCE 7, MINIMUM.
5. WIND LOADS:
BASIC WIND SPEED, V ...................................................................... 112 mph WIND EXPOSURE CATEGORY .......................................................... C
6. SEISMIC LOADS:
SITE CLASSIFICATION ....................................................................... D SEISMIC IMPORTANCE FACTOR , IE ................................................ 1.25 SHORT PERIOD SPECTRAL ACCELERATION, Ss ............................ 0.457g ONE SECOND SPECTRAL ACCELERATION, S1 ................................ 0.150g DESIGN SDS ......................................................................................... 0.437g DESIGN SD1 ......................................................................................... 0.23g SEISMIC DESIGN CATEGORY, SDC .................................................. D
SEISMIC FORCE RESISTING SYSTEM: STEEL ORDINARY CANTILEVER COLUMN SYSTEMS.
RESPONSE MODIFICATION FACTOR, R ........................................... 1-1/4 OVERSTRENGTH FACTOR, ΩO .......................................................... 1-1/4 DEFLECTION AMPLIFICATION FACTOR, Cd ...................................... 1-1/4
AFF ABOVE FINISHED FLOOR
ALT ALTERNATE
ACI AMERICAN CONCRETE INSTITUTE
AISC AMERICAN INSTITUTE OF STEEL
CONSTRUCTION
AISI AMERICAN IRON AND STEEL INSTITUTE
ASCE AMERICAN SOCIETY OF CIVIL
ENGINEERING
ASTM AMERICAN SOCIETY FOR TESTING AND
MATERIALS
AB ANCHOR BOLT/ROD
ARCH ARCHITECT, ARCHITECTURAL
@ AT (MEASUREMENT)
B PL BASE PLATE
BM BEAM
BRG BEARING
BRG PL BEARING PLATE
BFF BELOW FINISHED FLOOR
BTWN BETWEEN
BF BOTH FACES
BS BOTH SIDES
BOT BOTTOM
BOF BOTTOM OF FOOTING
BOS BOTTOM OF STEEL
BRCG BRACING
BP BRACING ANCHOR POINT
BLDG BUILDING
CIP CAST IN PLACE
CTR CENTER
CL CENTERLINE
CLR CLEAR
COL COLUMN
CJP COMPLETE JOINT PENETRATION
CONC CONCRETE
CMU CONCRETE MASONRY UNIT
CONC OPNG CONCRETE OPENING
CONN CONNECTION
CONT CONTINUOUS
CJ CONTROL OR CONSTRUCTION JOINT
COORD COORDINATE
DL DEAD LOAD
DEMO DEMOLITION
DET DETAIL
DIA DIAMETER
DBL DOUBLE
DN DOWN
DWG(S) DRAWING(S)
EA EACH
EF EACH FACE
ES EACH SIDE
EW EACH WAY
EOS EDGE OF SLAB
EL ELEVATION
EQ EQUAL
EQUIP EQUIPMENT
EXIST EXISTING
EXST GR EXISTING GRADE
EXP BT EXPANSION BOLT
EJ EXPANSION JOINT
EXT EXTERIOR
EXT GR EXTERIOR GRADE
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOM FACE OF MASONRY
FOS FACE OF SLAB
FOW FACE OF WALL
FS FAR SIDE
FSTNR FASTENER
FIN FLR FINISHED FLOOR
ft FOOT, FEET
FDTN FOUNDATION
FFA FROM FLOOR ABOVE
FFB FROM FLOOR BELOW
GA GAGE
GALV GALVANIZED
GR BM GRADE BEAM
GT GROUT
GDR GUARD RAIL
HAS WELDED HEADED ANCHOR STUD
HORIZ HORIZONTAL
ID INSIDE DIAMETER
IF INSIDE FACE
IFS INSIDE FACE OF STUD
IR INSIDE RADIUS
IBC INTERNATIONAL BUILDING CODE
IJ ISOLATION JOINT
JST JOIST
k KIP OR…
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