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N A
V A
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FA
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C-001T
Xref ..\Model\21-015 Mech Bldg.dwg
CD100T
DEMOLITION PLAN
KEYED NOTES:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
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M C
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XXXXXXXXXXXXXXXXXX
X X
X
X
X
X
X
X
X
X
X
X
X
X X
C-101T
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M C
O M
M A
N D
A
TL
A
N
TI
C
P-
BU
LK
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AN
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FA
RM
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PR
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VE
M
EN
TS
, P
H
AS
E
CIVIL LAYOUT
X
X
X
X
X
X
X
X
X
X
X
X
X X
C-102T
GRADING AND DRAINAGE
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M C
O M
M A
N D
A
TL
A
N
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P-
BU
LK
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AN
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FA
RM
IM
PR
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M
EN
TS
, P
H
AS
SAF
SAF SAF SAF
SAF
SAF
SAF
SAF
SA
F
SA
F
SA
F
SAF
SAF
SAF SAF SAF SAF
SAF SAF SAF SAF SAF SAF SAF SAF SAF SAF SAF SAF SAF
C-103T
EROSION AND SEDIMENT CONTROL PHASE I
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M C
O M
M A
N D
A
TL
A
N
TI
C
P-
BU
LK
T
AN
K
FA
RM
IM
PR
O
VE
M
EN
TS
, P
H
AS
SAF
SAF SAF SAF
SAF
SAF
SAF
SAF
SA
F
SA
F
SA
F
SAF
SAF
SAF SAF SAF SAF
SAF SAF SAF SAF SAF SAF SAF SAF SAF SAF SAF SAF SAF
X X
X
X
X
X
X
X
X
X
X
X
X
X X
C-104T
EROSION AND SEDIMENT CONTROL PHASE II
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M C
O M
M A
N D
A
TL
A
N
TI
C
P-
BU
LK
T
AN
K
FA
RM
IM
PR
O
VE
M
EN
TS
, P
H
AS
E
NOTE
1. ALL AREAS WITHIN THE LIMITS OF CONSTRUCTION,
NOT OTHERWISE STABILIZED, SHALL BE SEEDED
WITH PERMANENT SEED MIXTURE.
X
X
X
X
X
X
X
X
X
X
X
X
X X
B-4
B-6
B-3
B-2
B-5
B-1
C-105T
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M C
O M
M A
N D
A
TL
A
N
TI
C
P-
BU
LK
T
AN
K
FA
RM
IM
PR
O
VE
M
EN
TS
, P
H
AS
E
DRAINAGE ANALYSIS PLAN
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M C
O M
M A
N D
A
TL
A
N
TI
C
P-
BU
LK
T
AN
K
FA
RM
IM
PR
O
VE
M
EN
TS
, P
H
AS
E
C-201T
WATER LINE PROFILES
NORTH WATER PROFILE SOUTH WATER PROFILE
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M C
O M
M A
N D
A
TL
A
N
TI
C
P-
BU
LK
T
AN
K
FA
RM
IM
PR
O
VE
M
EN
TS
, P
H
AS
E
C-501T
BITUMINOUS CONCRETE PAVEMENT JOINT
C4
BITUMINOUS CONCRETE PAVEMENT
D4
SIDEWALK
D1
SIDEWALK EXPANSION JOINT
C1
SIDEWALK CONTROL JOINT
C2
EXPANSION JOINT DETAIL
B3
CONSTRUCTION JOINT DETAIL
B4
COMPLETED CONSTRUCTION JOINT SEALANT DETAIL
A3
EYE WASH SHOWER
A1
BACKFLOW PREVENTER
A4
ACCESS RAMP
D3
PAD VALVE
C3
FIRE ACCESS ROAD
D2
PIPE AND CULVERT BEDDING
C1
THRUST BLOCK
C3
FIRE HYDRANT
C4
BOLLARD
A4
WHEEL STOP
A3TAPPING SLEEVE CONNECTION
A1
X
X
EQUIPMENT PAD
A2 N
A V
A L
FA
C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
TE
M
C O
M M
A N
D
A
TL
A N
TI
C
P-
BU
LK
T
AN
K
FA
RM
IM
PR
O
VE
M
EN
TS
, P
H
AS
E
C-502T
LEVEL SPREADER
C4
CONCRETE DITCH LINING
B4
CULVERT INLET PROTECTION
A1
SAFETY FENCE
A3
FILL DIVERSION
A2
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M C
O M
M A
N D
A
TL
A
N
TI
C
P-
BU
LK
T
AN
K
FA
RM
IM
PR
O
VE
M
EN
TS
, P
H
AS
E
C-503T
CHAIN LINK FENCE
C3
TENSION BAND DETAIL
END OR GATE POST DETAIL
TRUSS ROD AND BANDLINE POST
GROUNDING ROD
A5
FASTENING DETAILS
B4
EXTENSION ARM DETAIL
B3
EXTENSION ARM DETAIL
A4
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M C
O M
M A
N D
A
TL
A
N
TI
C
P-
BU
LK
T
AN
K
FA
RM
IM
PR
O
VE
M
EN
TS
, P
H
AS
E
C-504T
DOUBLE SWING GATE PLAN
DOUBLE SWING GATE
C1
DROP BAR
C5
GATE HINGE DETAIL
A3
OFFSET HINGE DETAIL
A4
GATE LATCH DETAIL
A5
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M C
O M
M A
N D
A
TL
A
N
TI
C
P-
BU
LK
T
AN
K
FA
RM
IM
PR
O
VE
M
EN
TS
, P
H
AS
E
C-505T
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M C
O M
M A
N D
A
TL
A
N
TI
C
P-
BU
LK
T
AN
K
FA
RM
IM
PR
O
VE
M
EN
TS
, P
H
AS
E
C-506T
EROSION CONTROL NET
A4 ρ ρ
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M C
O M
M A
N D
A
TL
A
N
TI
C
P-
BU
LK
T
AN
K
FA
RM
IM
PR
O
VE
M
EN
TS
, P
H
AS
E
S-001T
DETAIL 1 DETAIL 2
A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M C
O M
M A
N D
A
TL
A
N
TI
C
P-
BU
LK
T
AN
K
FA
RM
IM
PR
O
VE
M
EN
TS
, P
H
AS
E
S-002T
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M C
O M
M A
N D
A
TL
A
N
TI
C
P-
BU
LK
T
AN
K
FA
RM
IM
PR
O
VE
M
EN
TS
, P
H
AS
E
S-003T
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M C
O M
M A
N D
A
TL
A
N
TI
C
P-
BU
LK
T
AN
K
FA
RM
IM
PR
O
VE
M
EN
TS
, P
H
AS
E
S-101T
STRUCTURAL LAYOUT PLAN
SECTION
A1
S-401T
A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M C
O M
M A
N D
A
TL
A
N
TI
C
P-
BU
LK
T
AN
K
FA
RM
IM
PR
O
VE
M
EN
TS
, P
H
AS
E
BULK TANK FLOOR SLAB REINFORCING PLAN
TANK FLOOR SLAB CONSTRUCTION JOINT (CJ-F)
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M C
O M
M A
N D
A
TL
A
N
TI
C
P-
BU
LK
T
AN
K
FA
RM
IM
PR
O
VE
M
EN
TS
, P
H
AS
E
S-402T
BULK TANK RADIAL GUTTER PLAN
SECTION
C4
S-403T
A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M C
O M
M A
N D
A
TL
A
N
TI
C
P-
BU
LK
T
AN
K
FA
RM
IM
PR
O
VE
M
EN
TS
, P
H
AS
E
BULK TANK COLUMN LAYOUT PLAN
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M C
O M
M A
N D
A
TL
A
N
TI
C
P-
BU
LK
T
AN
K
FA
RM
IM
PR
O
VE
M
EN
TS
, P
H
AS
E
S-404T
BULK TANK ROOF PLAN
S-405T
A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M C
O M
M A
N D
A
TL
A
N
TI
C
P-
BU
LK
T
AN
K
FA
RM
IM
PR
O
VE
M
EN
TS
, P
H
AS
E
BULK TANK ROOF SLAB REINFORCING PLAN
SECTION
D3
PUMP VAULT PENETRATION PLAN
B4
TANK ROOF SLAB CONSTRUCTION JOINT (CJ-R)
A3
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M C
O M
M A
N D
A
TL
A
N
TI
C
P-
BU
LK
T
AN
K
FA
RM
IM
PR
O
VE
M
EN
TS
, P
H
AS
E
S-406T
FLOOR PLAN - PUMP VAULT 100
C1
FLOOR PLAN - PUMP VAULT 200
C4
SECTION
A4
SECTION
A2
A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M C
O M
M A
N D
A
TL
A
N
TI
C
P-
BU
LK
T
AN
K
FA
RM
IM
PR
O
VE
M
EN
TS
, P
H
AS
E
S-407T
SECTION
C3
PUMP VAULT ROOF PLAN
HEADER/JAMB REINFORCING
A2
SECTION
A3
SECTION
B2
SECTION
B3
POST PLATE
B1
SECTION
A1
SECTION
B5
ELEVATION
A5
A
B
C1
S-508T
C1
S-508T
C1
S-508T
B4
S-508T
C3
S-508T
DOORWAY LANDING (TYP)
RIGID GRID FLOOR SYSTEM,
ENTIRE CONTROL ROOM
MAT SLAB UNDER CONTROL ROOM
CONTINUOUS WALL FOUNDATION, (3) SIDES
1400 125 3650 125
125 2090 9410 945 1350 1355 125
C3
S-508T
LOSA DE CIMENTACIÓN BAJO EL
CUARTO DE CONTROL
SISTEMA DE SUELO TÉCNICO,
CUARTO DE CONTROL COMPLETO
CIMENTACIÓN DE MURO CONTINUA, (3)
LADOS
RELLANO DE PUERTA (TIP)
300 THICK EQUIPMENT SLAB
LOSA PARA EQUIPO DE
300 DE ESPESOR
11250
CJ
CJ CJ
CJ
C J
C J
C J
E Q
EQ EQ
WALL INTERSECTION REINFORCING (TYP)C1
S-509T
WALL CORNER REINFORCING (TYP)D1
S-509T
C3
S-507T
B1
S-507T
C1
S-507T
A3
S-507T
A1
S-507T
A1
S-508T
B1
S-508T
2000 1800
-150
-1
ARMADURA EN INTERSECCIÓN DE
MURO (TIP)
ARMADURA EN INTERSECCIÓN DE
MURO (TIP)
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
T
O
F
H
E
N
A V
Y
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
A
T L A
N T
IC
N
A V
A L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
N O
R F
O L
K
V A
P -9
B U
L K
T A
N K
F A
R M
I M
P R
O V
E M
E N
T S
P
H A
S E
DES DRW CHK
SATISFACTORY TO : DATE :
AS NOTED
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
DESIGN MANAGER:
BRANCH MANAGER:
PM/DM:
FIRE PROTECTION:
CCA/EJL
A T
L A
N T
IC
D
E S
IG
N
A N
D C
O N
S T
R U
C T
IO
N
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
C U s e rs
\a w a s h in g to n \D o c u m e n ts
\2 -0
B
L D
G A
IB
C
E N
T R
A L M
O D
E L A n g e lo
.r v t
S-408T
ACS DKW SSB
14140140
F O
U N
D A
T
IO
N P
LA
N
IN
JE
C
T O
R B
U
IL
D
IN
G
R O
T A
S
P A
IN
N
A V
A L
S T
A T
IO
N
R O
T A
GRAPHIC SCALE(S):
SCALE:
ESCALA:
1 : 30 1 : 30
B1
FOUNDATION PLAN - INJECTOR BUILDING
1:30 2 0000 3 0001 000
PLAN
NORTH
1. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS,
ELEVATIONS, AND ADDITIONAL INFORMATION NOT SHOWN.
2. RIGID GRID ACCESS FLOOR SYSTEM MEMBERS MUST BE
COORDINATED WITH EQUIPMENT SIZE PER MANUFACTURER TO
LOCATE UNDER PERIMETER OF EQUIPMENT.
3. CONTRACTOR MAY USE KEYED CONCRETE WALL CONSTRUCTION
JOINTS WHERE NECESSARY. JOINTS MUST BE MINIMUM 1.0m CLEAR OF
OPENINGS. CONTINUE ALL REINFORCING THROUGH JOINT.
4. 'CJ' INDICATES CONTROL JOINT IN SLAB-ON-GRADE, SEE TYPICAL
DETAIL ON SHEET S-508T.
GENERAL NOTES
1. LAS DIMENSIONES QUE SE MUESTRAN SON APROXIMADAS. LAS
DIMENSIONES FINALES DEBEN COORDINARSE CON LOS HUECOS Y
ACABADOS DE ARQUITECTURA.
2. LOS ELEMENTOS DEL SISTEMA DE SUELO TÉCNICO DEBE
COORDINARSE
CON EL TAMAÑO DE LOS EQUIPOS SEGÚN EL FABRICANTE PARA
UBICARLO
BAJO EL PERÍMETRO DEL EQUIPO.
3. LOS SOPORTES DE TUBERÍAS Y EQUIPOS SE PROVEERÁN EN LA
PRESENTACIÓN FUTURA.
4. EL CONTRATISTA UBICARÁ LA CONSTRUCCIÓN DEL MURO EN LAS
JUNTAS
DE CONTROL SEGÚN SEA NECESARIO. LAS JUNTAS DEBEN ESTAR A
UNA
DISTANCIA MÍNIMA DE 1.0m DE LOS HUECOS.
NOTAS GENERALES
PLANTA DE CIMENTACIÓN - EDIFICIO DEL INYECTOR
PL
AN
TA
D
E
CI
M
EN
TA
CI
ÓN
ED
IF
IC
IO
D
EL
I
NY
EC
TO
R
ESCALA(S) GRÁFICA(S):
1 2 3
B
125 125
3700 3850 3700
125 125
125 125
A1
S-409T
A3
S-409T
A4
S-409T
A1
S-409T
A4
S-409T
A4
S-409T
A4
S-409T
ROOF BEAM
200 THICK ROOF SLAB (TYP)
INTERIOR WALL
15700
VIGA DE
CUBIERTA
LOSA DE CUBIERTA DE
200 DE ESPESOR (TIP)
MURO INTERIOR
250 250
C4
S-409T
TOP OF SLAB AT WALL CL
CARA SUPERIOR DE LOSA EN
EL EJE DE LA PARED
[+3475]
TOP OF SLAB AT WALL CL
CARA SUPERIOR DE LOSA EN EL EJE DE LA PARED
[+3200]
S
LO
P E
PE
N
D
IE
N
TE
S
LO
P E
PE
N
D
IE
N
TE
19 CHAMFER (TYP)
CHAFLÁN DE 19 (TIP)
VARIES
VARÍA
Ø12 CLOSED STIRRUPS WITH 135° HOOKS
AT 100 OC AND 50 FROM FACE OF SUPPORT
ESTRIBOS CERRADOS ∅12 CON PATILLAS A
135° CADA 100 ENTRE CENTROS Y 50
DESDE LA CARA DEL SOPORTE
(2) ROWS (4) Ø20 CONTINUOUS BOTTOM BARS, STD
90 HOOK EACH END, LAP SPLICE AT THIRD-SPAN
2 FILAS DE 4 BARRAS CONTINUAS
INFERIORES ∅20, PATILLA ESTÁNDAR A 90°
EN CADA EXTREMO, SOLAPAR EN EL TERCER
VANO.
(4) Ø20 CONTINUOUS TOP BARS, STD 90 HOOK
EACH END, LAP SPLICE AT THIRD-SPAN
4 BARRAS SUPERIORES CONTINUAS∅20, PATILLA
ESTÁNDAR A 90° EN CADA EXTREMO, SOLAPAR EN
EL TERCER VANO.
50 TYP 40 CLR
R E
C U
B R
IM
IE
N
TO
C
LR
TYP ROOF SLAB REINF:
Ø12 BARS AT 200 OC EACH
WAY, TOP AND BOTTOM
ARMADURA TÍPICA DE LOSA DE
CUBIERTA: BARRAS ∅12 CADA 200
ENTRE CENTROS EN CADA DIRECCIÓN,
ARRIBA Y ABAJO
R E
C U
B R
IM
IE
N
TO
C
LR
VARIES
VARÍA
S O
LA
P
E , T
IP
LA
P
, T Y
P
TYP ROOF SLAB REINF
ARMADURA DE LOSA DE
CUBIERTA TIP.
DOWEL BARS TO MATCH
WALL BARS W/ STD HOOKS
ESPERAS A IGUALAR CON LA ARMADURA DEL
MURO CON PATILLAS ESTÁNDAR
Ø12 BARS AT 200 OC EACH
WAY, EACH FACE
ESPERAS A IGUALAR CON LA ARMADURA
DEL MURO CON PATILLAS ESTÁNDAR
VARIES
VARÍA
RECUB. 40
40 CLR
RECUB. 40
40 CLR
S O
LA
P
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IP
LA
P
, T Y
P
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C
LR
R E
C U
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C
LR 50
TYP ROOF SLAB REINF
ARMADURA DE LOSA DE
CUBIERTA TIP.
EXT WALL REINF, SEE ELEVATIONS
ARMADURA DE MURO EXTERIOR, VER
ALZADOS
DOWEL BARS FROM WALL
TO ROOF EACH FACE
ESPERAS DESDE EL MURO HASTA
CUBIERTA EN CADA CARA
25x25 CONTINUOUS DRIP EDGE
GOTERÓN CONTINUO EN EL BORDE DE
25x25
CONT 19 CHAMFER, TYP
CHAFLÁN CONTINUO DE 19 (TIP)
A
STD HOOKS ON BOTTOM ROW
BOTTOM BARS AND TOP BARS
UPPER ROW BOTTOM BARS
STRAIGHT AS SHOWN
EXT WALL REINF, SEE ELEVATIONS
PARA ARMADO DE PARED
EXTERIOR, VER ALZADOS
25x25 CONTINUOUS DRIP EDGE
(TT)
CONT 19 CHAMFER, TYP
CHAFLÁN DE 19mm CONTINUO, TÍPICO.
TYP ROOF SLAB REINF OVER BEAM
(TÍPICO. ARMADURA DE LOSA
DE CUBIERTA SOBRE LA VIGA
DOWEL BARS FROM WALL
TO ROOF EACH FACE
GOTERÓN CONTINUO DE 25mm x 25 mm EN BORDE DE LOSA
FILA SUPERIOR DE
ARMADURAS INFERIORES
RECTAS COMO SE MUESTRA
LA FILA INFERIOR DE ARMADURAS
INFERIORES Y LAS ARMADURAS
SUPERIORES CON PATILLAS
ESTÁNDAR
SLAB EDGE REINF BEYOND
(PARTIALLY SHOWN)
ARMADURA DE BORDE DE LOSA
ATRÁS (MOSTRADO SÓLO EN
PARTE)
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
E
N
A V
Y
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
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IN
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M A
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A
T L A
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IC
N
A V
A L F
A C
IL
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IN
G C
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M A
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N O
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B U
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T A
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F A
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P R
O V
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E N
T S
P
H A
S E
DES DRW CHK
SATISFACTORY TO : DATE :
AS NOTED
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
DESIGN MANAGER:
BRANCH MANAGER:
PM/DM:
FIRE PROTECTION:
CCA/EJL
A T
L A
N T
IC
D
E S
IG
N
A N
D C
O N
S T
R U
C T
IO
N
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
C U s e rs
\a w a s h in g to n \D o c u m e n ts
\2 -0
B
L D
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A L M
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S-409T
ACS DKW SSB
14140141
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IN
G
R O
T A
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IN
N
A V
A L
S T
A T
IO
N
R O
T A
SCALE:
ESCALA:
1 : 50 1 : 50
B1
ROOF PLAN - INJECTOR BUILDING
GRAPHIC SCALE(S):
5002000 1:10
100 1 000
PLAN
NORTH
SCALE:
ESCALA:
1 : 10 1 : 10
A1
SECTION
SCALE:
ESCALA:
1 : 10 1 : 10
A3
SECTION
SCALE:
ESCALA:
1 : 10 1 : 10
A4
SECTION
1:50 0 1 000 2 000 5 000
PL
AN
TA
D
E
CU
BI
ER
TA
ED
IF
IC
IO
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EC
TO
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CUBIERTA - EDIFICIO DEL INYECTOR
SECCIÓN SECCIÓN SECCIÓN
ESCALA(S) GRÁFICA(S):
SCALE:
ESCALA:
1 : 10 1 : 10
C4
SECCIÓN
S-410T
A
V A
L
FA
C
IL
IT
IE
S E
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IN
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IN
G
S Y
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M C
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FA
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PR
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M
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TS
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ADDITIVE TANK PAD PLAN
A3
SECTION
D1
SECTION
C1
SECTION
B1
S-411T
A
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FA
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IE
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IN
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IN
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SECTION
C1
SECTION
B2
TIE IN VALVE PIT PLAN
B3
ACCESS LADDER
A4
WALL PENETRATION REINFORCING
A1
PIPE SLEEVE
A2
CJ CJ
C J
C J
C J
C J
C J
CJ
CJ
CJ
C J C J
C J
C J
CJ
CJ
CJ
CJ
CJ
CJ
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M
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TS
, P
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S-412T
OFF-LOADING PIPING PLAN
B1
SECTION
D4
SECTION
C4
SECTION
B4
SLAB CONTROL JOINT (CJ)
V A
L
FA
C
IL
IT
IE
S E
N G
IN
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IN
G
S Y
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S-501T
TANK WALL SECTION
A3
TANK SUMP SECTION
C1
B1
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S-502T
LEAK DETECTION TEST PIPE DETAIL
C3
LINER TERMINATION DETAIL
B3
TANK BOTTOM PLATE WELD
A3
STEEL TANK WALL BASE DETAIL
A5
STEEL TANK WALL DETAIL
C4
TANK SUMP THICKENED PLATE WELD
A1
TANK TOP PLATE WELD
A2
A
V A
L
FA
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, P
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LEAK DETECTION WELL
A3SECTION
A2
S-503T
SECTION
D1
PUMP VAULT STAIR PLAN
C1
SECTION
B1
S-504T
A
V A
L
FA
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IT
IE
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IN
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, P
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MANWAY PIT
C4
SECTION
B3
SECTION
C2
ACCESS HANDRAIL
A3
MANWAY HATCH
A1
ACCESS HATCH
B1
MANHOLE WITH LADDER AND MANWAY HATCH
S-505T
A
V A
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FA
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DN150 NOZZLE
A4
DN1000 NOZZLE
C1
DN1200 NOZZLE
B4
ACCESS LADDER
A2
TANK SUPPORT COLUMN
A1
DN200 NOZZLE
A5
DN250 NOZZLE
C3
DN800 NOZZLE
S-506T
A
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FA
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IN
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IN
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ELEVATION PUMP VAULT
A1
ELEVATION PUMP VAULT
A3
ELEVATION PUMP VAULT
C3
ELEVATION PUMP VAULT
TYPICAL REINFORCEMENT AT OPENINGS
ADDITIONAL
HORIZONTAL BARS
TOP AND BOTTOM
OF OPENINGS
ADDITIONAL VERTICAL BARS
BOTH SIDES OF OPENINGS
(2) ADDITIONAL Ø14 HORIZONTAL
BARS SLOPED AT TOP OF WALL TO
MATCH ROOF SHAPE
TYPICAL WALL VERTICAL REINFORCEMENT
T Y
P
IC
A L
W A
LL
H
O R
IZ
O
N T
A L
R E
IN
F
O R
C E
M E
N T
BARRAS VERTICALES ADICIONALES EN
AMBOS LADOS DEL HUECO
2 BARRAS ADICIONALES ∅14 HORIZONTALES INCLINADAS EN
LA CORONACIÓN DEL MURO PARA IGUALAR CON LA
PENDIENTE DE LA CUBIERTA
ARMADURA VERTICAL DE MURO TÍPICA
AR
M
AD
UR
A
HO
RI
ZO
NT
AL
DE
M
UR
O
TÍ
PI
CA
BARRAS HORIZONTALES
ADICIONALES ARRIBA Y
ABAJO DE LOS
HUECOS
ARMADURA TÍPICA EN HUECOS
HEADER/JAMB REINFORCING (TYP)
A2
S-407T ARMADURA DE DINTEL/JAMBA (TÍPICO)
ADDITIONAL HORIZONTAL BARS TOP
AND BOTTOM OF OPENING (TYP)
TYPICAL REINFORCEMENT
AT OPENINGS
ADDITIONAL VERTICAL BARS BOTH SIDES
OF OPENING (TYP)
T Y
P
IC
A L
W A
LL
H
O R
IZ
O
N T
A L
R E
IN
F
O R
C E
M E
N T
BARRAS HORIZONTALES ADICIONALES
ARRIBA Y ABAJO DEL HUECO (TÍPICO)
BARRAS VERTICALES ADICIONALES EN
AMBOS LADOS DEL HUECO (TÍPICO)
ARMADURA TÍPICA EN HUECOS
AR
M
AD
UR
A
VE
RT
IC
AL
D
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UR
O
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CA
HEADER/JAMB REINFORCING (TYP)A2
S-407T
TYPICAL WALL VERTICAL REINFORCEMENT
ARMADURA HORIZONTAL DE MURO TÍPICA
ARMADURA DE DINTEL/JAMBA
(TÍPICO)
VERTICAL Ø16 AT 200 OC, EACH FACE (TYP)
(2) Ø14 x 1200 BARS EACH FACE, SPACED
AT 75 OC, 50 CLEAR OF OPENING CORNER
(TYPICAL REINFORCING OPENINGS)
ADDITIONAL Ø16 EACH
FACE, BOTH SIDES OF
WINDOW OPENING
ADDITIONAL Ø14
HORIZONTAL BARS EACH
FACE, 50 CLEAR TOP AND
BOTTOM SQUARE OR
RECTANGULAR
OPENINGS, EXTEND 600
BEYOND OPENING, EACH
WAY (TYP)
(2) ADDITIONAL Ø16
VERTICAL BARS, EACH
FACE AT INTERIOR WALL
INTERSECTION
ARMADURA VERTICAL ∅16 CADA 200
ENTRE CENTROS, EN CADA CARA
(TÍPICO)
2 BARRAS ∅14 x 1200 EN CADA CARA, ESPACIADAS CADA 75 ENTRE CENTROS, DISTANCIA LIBRE A ESQUINA DE HUECO 50
(ARMADURA TÍPICA EN HUECOS)
BARRA ADICIONAL ∅16 EN
CADA CARA, A AMBOS
LADOS DEL HUECO DE
VENTANA
BARRAS HORIZONTALES
ADICIONALES ∅14 EN
CADA CARA,
RECUBRIMIENTO SUPERIOR
E INFERIOR DE 50 EN
HUECOS CUADRADOS O
RECTANGULARES.
PROLONGAR 600 MÁS ALLÁ
DEL HUECO, EN CADA
DIRECCIÓN (TÍPICO)
2 BARRAS VERTICALES ADICIONALES
∅16, EN CADA CARA EN
INTERSECCIÓN INTERIOR DE MUROS
PIPING PENETRATION
SEE MECH (TYP)
PENETRACIÓN DE TUBERÍA.
VER MECÁNICA (TÍPICO)
H O
R
IZ
O N
T A
L Ø
A
T
C H
F A
AR
M
AD
UR
A
HO
RI
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NT
AL
C
AD
A
EN
TR
E
CE
NT
RO
S
EN
C
AD
A
CA
RA
WALL PENERTRATION REINFORCING (TYP)A1
S-411T ARMADURA EN PENETRACIONES DE
MURO (TÍPICO)
(2) ADDITIONAL Ø14 HORIZONTAL
BARS SLOPED AT TOP OF WALL
TO MATCH ROOF SLOPE
TYPICAL WALL VERTICAL REINFORCEMENT
T Y
P
IC
A L
W A
LL
H
O R
IZ
O
N T
A L
R E
IN
F
O R
C E
M E
N T
2 BARRAS ADICIONALES ∅14 HORIZONTALES INCLINADAS
EN LA CORONACIÓN DEL MURO PARA IGUALAR CON LA
PENDIENTE DE LA CUBIERTA
ARMADURA VERTICAL DE MURO TÍPICA
AR
M
AD
UR
A
HO
RI
ZO
NT
AL
D
E M
UR
O
TÍ
PI
CA
TYPICAL WALL VERTICAL REINFORCEMENT
T Y
P
IC
A L
W A
LL
H
O R
IZ
O
N T
A L
R E
IN
F
O R
C E
M E
N T
ADDITIONAL BARS AT
WALL INTERSECTIONS
(TYP)
(2) ADDITIONAL Ø14 HORIZONTAL
BARS SLOPED AT TOP OF WALL TO
MATCH ROOF SLOPE
2 BARRAS ADICIONALES ∅14
HORIZONTALES INCLINADAS EN LA
CORONACIÓN DEL MURO PARA IGUALAR
CON LA PENDIENTE DE LA CUBIERTA
BARRAS ADICIONALES EN LAS
INTERSECCIONES DE LOS MUROS
(TÍPICO)
ARMADURA VERTICAL DE MURO TÍPICA
AR
M
AD
UR
A
HO
RI
ZO
NT
AL
D
E M
UR
O
TÍ
PI
CA
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
E
N
A V
Y
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
A
T L A
N T
IC
N
A V
A L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
N O
R F
O L
K
V A
P -9
B U
L K
T A
N K
F A
R M
I M
P R
O V
E M
E N
T S
P
H A
S E
DES DRW CHK
SATISFACTORY TO : DATE :
AS NOTED
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
DESIGN MANAGER:
BRANCH MANAGER:
PM/DM:
FIRE PROTECTION:
CCA/EJL
A T
L A
N T
IC
D
E S
IG
N
A N
D C
O N
S T
R U
C T
IO
N
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
C U s e rs
\a w a s h in g to n \D o c u m e n ts
\2 -0
B
L D
G A
IB
C
E N
T R
A L M
O D
E L A n g e lo
.r v t
S-507T
SSB SAD ACS
14140151
A D
D
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IV
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IN
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C T
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B U
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D
IN
G
R E
IN
F
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C E
M E
N T
E
LE
V A
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IO
N
SR
O T
A
S P
A
IN
N A
V A
L S
T A
T
IO
N R
O T
A
SCALE:
ESCALA:
1 : 50 1 : 50
B1
EAST REINFORCEMENT ELEVATION
SCALE:
ESCALA:
1 : 50 1 : 50
A3
NORTH REINFORCEMENT ELEVATION
SCALE:
ESCALA:
1 : 50 1 : 50
C3
SOUTH REINFORCEMENT ELEVATION
SCALE:
ESCALA:
1 : 50 1 : 50
C1
WEST REINFORCEMENT ELEVATION
1:50 0 1 000 2 000 5 000
GRAPHIC SCALE(S):SCALE:
ESCALA:
1 : 50 1 : 50
A1
INTERIOR REINFORCEMENT ELEVATION
1. IF PENETRATIONS DISRUPT TYPICAL VERTICAL REINFORCING, PROVIDE
ADDITIONAL FULL HEIGHT BAR SIZED TO MATCH TYPICAL REINFORCING EACH SIDE
OF PENETRATION AND EACH FACE OF WALL. PROVIDE STANDARD HOOKS FROM
FOUNDATION TO MATCH.
2. IF PENETRATIONS DISRUPT TYPICAL HORIZONTAL REINFORCING, PROVIDE BARS
TOP AND BOTTOM OF PENETRATION AND EACH FACE OF WALL TO MATCH TYPICAL
REINFORCING SIZE. LENGTH AS FOLLOWS; Ø14 - 1200 LONG, CENTERED ON
PENETRATION . BEND BARS AS REQUIRED TO MAINTAIN CLEARANCES.
GENERAL NOTES
1. SI LAS PENETRACIONES INTERRUMPEN ARMADURA VERTICAL TÍPICA, PROVEER
BARRAS ADICIONALES EN ALTURA COMPLETA DIMENSIONADAS PARA IGUALAR LA
ARMADURA TÍPICA A CADA LADO DE LA PENETRACIÓN Y EN CADA CARA DEL MURO.
PROVEER PATILLAS ESTÁNDAR DESDE LA CIMENTACIÓN PARA IGUALAR.
2. SI LAS PENETRACIONES INTERRUMPEN ARMADURA HORIZONTAL TÍPICA, PROVEER
BARRAS SUPERIORES E INFERIORES A LA PENETRACIÓN Y EN CADA CARA DEL MURO
PARA IGUALAR LA DIMENSIÓN TÍPICA DE LA ARMADURA. LONGITUD SEGÚN SIGUE: ∅
14 - LONGITUD 1200, CENTRADA EN LA PENETRACIÓN. DOBLAR LAS BARRAS SEGÚN
SE REQUIERA PARA MANTENER LOS ESPACIOS LIBRES.
ALZADO OESTE DE ARMADURA
ALZADO SUR DE ARMADURA
ALZADO NORTE DE ARMADURA
ALZADO INTERIOR DE ARMADURA
ALZADO ESTE DE ARMADURA
ESCALA(S) GRÁFICA(S):
AL
ZA
DO
S
DE
A
RM
AD
UR
A
DE
L
ED
IF
IC
IO
D
EL
I
NY
EC
TO
R
DE
A
DI
TI
VO
S
NOTAS GENERALES
CONTROL ROOM FF
TOP OF SLAB
-600
-150
EQUIP ROOM FF
TYPICAL EXTERIOR WALL REINFORCING
DOWEL BARS WITH STD HOOKS IN FOUNDATION TO
MATCH WALL REINFORCING(TYP)
Ø12 BARS AT 300 OC, EACH
WAY, TOP AND BOTTOM
150 FUEL RESISTANT WATER STOP
IN 100x50 KEY IN WALL
TYPICAL CONTINUOUS WALL FOUNDATION REINFORCING
ARMADURA DE MURO EXTERIOR TÍPICA
ESPERAS CON PATILLAS ESTÁNDAR EN
CIMENTACIÓN A IGUALAR LA ARMADURA
DEL MURO (TÍPICO)
BARRAS ∅12 CADA 300 ENTRE
CENTROS, EN CADA DIRECCIÓN,
ARRIBA Y ABAJO
CUARTO DE EQUIPOS P.P
JUNTA ESTANCA RESISTENTE AL
COMBUSTIBLE DE 150 EN LLAVE DE
100x50 EN MURO
ARMADURA CONTINUA DE CIMENTACIÓN DE MURO TÍPICA
CUARTO DE CONTROL P.P
(5) Ø16 CONTINUOUS BARS,
TOP AND BOTTOM
5 BARRAS CONTINUAS ∅16,
ARRIBA Y ABAJO
COTA SUPERIOR DE LOSA
R E
C U
B R
IM
IE
N
TO
C
LR
R E
C U
B R
IM
IE
N
TO
C
LR
Ø16 AT 200 OC WITH STD
HOOKS, TOP AND BOTTOM
BARRAS ∅16 CADA 200 ENTRE
CENTROS CON PATILLAS
ESTÁNDAR, ARRIBA Y ABAJO
1.
x
LO
N G
IT
U
D D
E S
O
LA
P E
, V E
R S
-0
1.
3x
L A
P L
E N
G
TH
, S E
E S
-0
CONTROL ROOM FF
TOP OF SLAB
-600
-150
EQUIP ROOM
250 250
RAISED FLOOR SYSTEM
150 THICK COMPACTED AGGREGATE TYP MAT SLAB REINF W/ STD HOOKS EA END (TYP)
150 FUEL RESISTANT WATER STOP IN 100x50 KEY IN WALL
150 FUEL RESISTANT WATER STOP IN 100x50 KEY IN WALL
TYP EQUIP SLAB REINFORCING
300 4800
CUARTO DE EQUIPOS
JUNTA ESTANCA RESISTENTE AL COMBUSTIBLE DE
150 EN LLAVE DE 100x50 EN MURO
ARMADO TÍPICO DE LOSA
PARA EQUIPOS
SISTEMA DE SUELO TÉCNICO
JUNTA ESTANCA RESISTENTE AL COMBUSTIBLE DE 150
EN LLAVE DE 100x50 EN MURO
CUARTO DE CONTROL P.P.
ÁRIDO COMPACTADO 150 DE
ESPESOR
ARMADURA TÍPICA DE LOSA DE CIMENTACIÓN
CON PATILLAS ESTÁNDAR EN CADA EXTREMO
(TÍPICO)
COTA SUPERIOR DE LOSA
CONTROL ROOM FF
TOP OF SLAB
-600
Ø12 DOWEL BARS TO MATCH STOOP REINFORCING W/ STD HOOKS
Ø12 AT 300 OC EACH WAY
STOOP SLAB REINFORCING
Ø12 AT 300 OC STOOP WALL REINFORCING
CENTERED IN SLAB WALLS, EA SIDE, STD HOOKS IN
FOUNDATION OR MAT SLAB AND STOOP SLAB
AGGREGATE FILL
Ø16 AT 250 OC, EACH WAY, TOP AND
BOTTOM MAT SLAB REINFORCING WITH
STD HOOKS EACH END (TYP)
150 FUEL RESISTANT WATER
STOP IN 150x50 KEY IN WALL
RAISED FLOOR SYSTEM
TYP EXTERIOR WALL REINFORCING
BELOW OPENING
SLOPE AWAY
/ PENDIENTE HACIA AFUERA
ARMADO DE LOSA DE ENTRADA CON ∅
12 CADA 300 ENTRE CENTROS, EN
CADA DIRECCIÓN
CONECTORES ∅12 A IGUALAR CON LA ARMADURA DE LA
LOSA DE ENTRADA CON PATILLAS ESTÁNDAR
ARMADURA DE MURO DE ENTRADA CON ∅12 CADA 300
ENTRE CENTROS CENTRADA EN LOS MUROS DE LA LOSA, EN
CADA CARA, PATILLAS ESTÁNDAR EN CIMENTACIÓN O LOSA
DE CIMENTACIÓN Y LOSA DE ENTRADA
CUARTO DE CONTROL P.P.
RELLENO DE ÁRIDOS
ARMADO DE LOSA DE CIMENTACIÓN CON ∅
16 CADA 250 ENTRE CENTROS, EN CADA
DIRECCIÓN, ARRIBA Y ABAJO CON PATILLAS
ESTÁNDAR EN CADA EXTREMO (TÍPICO)
JUNTA ESTANCA RESISTENTE
AL COMBUSTIBLE DE 150 EN
LLAVE DE 150x50 EN MURO
ARMADO TÍPICO DE MURO
EXTERIOR BAJO HUECO
SISTEMA DE SUELO
TÉCNICO
50 CLEAR
75 CLEAR
(3) Ø12 HORIZONTAL BARS AROUND STOOP, EVENLY SPACED (TYP)
Ø12 BARS AT 300 OG, TOP AND BOTTOM,
STD HOOKS EACH END
(3) Ø16 BARS, EVENLY SPACED, TOP AND BOTTOM
50 DE RECUBRIMIENTO
75 DE RECUBRIMIENTO
COTA SUPERIOR DE LOSA
3 BARRAS HORIZONTALES ∅12 ALREDEDOR DE LA ENTRADA,
ESPACIADAS EQUIDISTANTES (TÍPICO)
BARRAS ∅12 CADA 300 ENTRE CENTROS,
ARRIBA Y ABAJO, PATILLAS ESTÁNDAR EN
CADA EXTREMO
3 BARRAS ∅16, EQUIDISTANTES, ARRIBA Y
ABAJO
150 THICK COMPACTED AGGREGATE
ÁRIDO COMPACTADO 150 DE ESPESOR
CONTROL ROOM FF
EQUIP ROOM
-161
TOP OF SLAB
-600
GUARDRAIL NOT SHOWN, SEE ARCH DWGS
Ø16 AT 300 EACH WAY
∅16 CADA 300 EN CADA DIRECCIÓN
ROUGHEN SURFACE TO 5 AMPLITUDE
CREAR SUPERFICIE RUGOSA CON UNA
AMPLITUD DE 5
DRAPE BARS TO FOLLOW RAMP
PLEGAR LAS BARRAS PARA
SEGUIR LA RAMPA
FOR REPEATED NOTES SEE SECTIONS C1 AND B4
THIS SHEET
BARANDILLA NO MOSTRADA, VER PLANOS DE ARQUITECTURA
CUARTO DE CONTROL P.P.
CUARTO DE EQUIPOS
PARA NOTAS REPETIDAS VER SECCIONES C1 Y
B4 EN ESTE PLANO
COTA SUPERIOR DE LOSA
CONTROL ROOM FF
EQUIP ROOM
-161
TOP OF SLAB
-600
GUARDRAIL, SEE ARCH DWGS
BARANDILLA, VER PLANOS DE
ARQUITECTURA
CORE AND EMBED POSTS 100 MIN
PERFORAR Y EMBEBER LOS
POSTES MÍNIMO 100
CONT 19 CHAMFER
CHAFLÁN CONTINUO DE 19
Ø16 AT 300 EACH WAY
∅16 CADA 300 EN CADA DIRECCIÓN
R E
C U
B R
IM
IE
N
TO
C
LR
ROUGHEN SURFACE TO 5 AMPLITUDE
CREAR SUPERFICIE RUGOSA CON UNA
AMPLITUD DE 5
FOR REPEATED NOTES SEE
SECTIONS C1 AND B4 THIS SHEET
CUARTO DE CONTROL P.P.
CUARTO DE EQUIPOS
COTA SUPERIOR DE LOSA
PARA NOTAS REPETIDAS VER
SECCIONES C1 Y B4 EN
ESTE PLANO
T
C
LR
CONTINUE 50% OF BARS THROUGH JOINT,
ALTERNATE TOP AND BOTTOM
STOP 50% OF BARS 80 CLEAR FROM JOINT
8x40 DEEP FORMED JOINT, FILL
WITH FUEL RESISTANT SEALANTJOINT LINE, SEE PLAN
ALINEACIÓN DE JUNTA DE
CONTROL, VER PLANTA
JUNTA DE 8x40mm DE FONDO.
RELLENAR CON SELLANTE
RESISTENTE AL FUEL
INTERRUMPIR EL 50% DE LAS BARRAS A
80mm DE LA JUNTA.EL 50% DE LAS BARRAS CONTINÚAN A
TRAVÉS DE LA JUNTA. INSTALAR
ALTERNADAS, ARMADURA SUPERIOR Y
ARMADURA INFERIOR
CORNER INTERSECTION
MATCHING LAP BAR WITH STD
90 HOOK AT INNER CONT BARS
ARMADURA CON PATILLA
ESTÁNDAR DE 90 GRADOS
EN LAS ARMADURAS
CONTINUAS INTERIORES
ESQUINA INTERSECCIÓN
CORNER BAR AT OUTERMOST
CONT BAR, 800 LONG LEGS
BARRA DE ESQUINA DE PATILLAS
DE 800mm EN LA ARMADURA
CONTINUA MÁS EXTERIOR
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
S Y
M D
E S
C R
IP
T
IO
N
D A
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A P
P R
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
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N A
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L F
A C
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F A
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P
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DES DRW CHK
SATISFACTORY TO : DATE :
AS NOTED
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
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B
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DESIGN MANAGER:
BRANCH MANAGER:
PM/DM:
FIRE PROTECTION:
CCA/EJL
A T
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NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
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ACS DKW SSB
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SCALE:
ESCALA:
1 : 10 1 : 10
C1
SECTION
SCALE:
ESCALA:
1 : 20 1 : 20
B4
SECTION
GRAPHIC SCALE(S):
SCALE:
ESCALA:
1 : 10 1 : 10
C3
SECTION
400 2 0001 0000 1:20
5002000 1:10
100 1 000
SECCIÓN
SECCIÓN
SECCIÓN
ESCALA(S) GRÁFICA(S):
DE
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SCALE:
ESCALA:
1 : 20 1 : 20
A1
SECTION
SCALE:
ESCALA:
1 : 20 1 : 20
B1
SECTION
SCALE:
ESCALA:
1 : 10 1 : 10
A3
TYPICAL SLAB CONTROL JOINT (CJ)
SCALE:
ESCALA:
1 : 50 1 : 50
A4
TYPICAL FOOTING PLAN DETAILS
JUNTA DE CONTROL EN LOSA, TÍPICA (CJ)
1:50 0 1 000 2 000 5 000
SECCIÓN
S-509T
A
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FA
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SECTION
C3
GENERATOR AND MISCELLANEOUS
EQUIPMENT PAD DETAIL
D2
WALL CORNER REINFORCING
D1
WALL INTERSECTION REINFORCING
C1
WALL JOINT DETAIL
C2
S-510T
A
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BERM ACCESS STAIRS
C2
SECTION
C1
BASEPLATE
B1
LOW POINT DRAIN (LPD) PIT DETAIL
A3
ROLLING COVER PLAN
C1 SECTION
C3
DETAIL
A1
DETAIL
A2
DETAIL
A3
DETAIL
A4
N A
V A
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FA
C
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S E
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, P
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S-511T
D1
SECTION
D2
GABLE AND STIFFENER PLATE
D3
LIFT-OFF PROTECTION PLATE
C3
SECTION
B1
MANHOLE LID
A3
N A
V A
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FA
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S-512T
DETAIL
DETAIL
A2
DETAIL
A3
DETAIL
A4
ROLLING COVER PLAN
D1
SECTION
C3
N A
V A
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S-513T
DETAIL
D1
DETAIL
D2
DETAIL
D3
DETAIL
C1
DETAIL
C2
SECTION
C3
SECTION
A1
SECTION
B3
SECTION
B4
SECTION
B5
N A
V A
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FA
C
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S E
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S-514T
| CIVIL |
| C-001T CIVIL LEGEND AND NOTES |
| CD100T DEMOLITION PLAN |
| C-101T CIVIL LAYOUT |
| C-102T GRADING AND DRAINAGE |
| C-103T EROSION AND SEDIMENT CONTROL PHASE I |
| C-104T EROSION AND SEDIMENT CONTROL PHASE II |
| C-105T DRAINAGE PLAN |
| C-201T PROFILES |
| C-501T CIVIL DETAILS |
| C-502T CIVIL DETAILS |
| C-503T CIVIL DETAILS |
| C-504T CIVIL DETAILS |
| C-505T FENCE DETAILS |
| C-506T CIVIL NOTES AND DETAILS |
| STRUCTURAL |
| S-001T STRUCTURAL ABBREVIATIONS, LEGEND AND NOTES |
| S-002T STRUCTURAL ABBREVIATIONS, LEGEND AND NOTES |
| S-003T STRUCTURAL ABBREVIATIONS, LEGEND AND NOTES |
| S-101T STRUCTURAL LAYOUT PLAN |
| S-401T BULK TANK FLOOR SLAB REINFORCING PLAN |
| S-402T BULK TANK RADIAL GUTTER PLAN |
| S-403T BULK TANK COLUMN LAYOUT PLAN |
| S-404T BULK TANK ROOF PLAN |
| S-405T BULK TANK ROOF SLAB REINFORCING PLAN |
| S-406T PUMP VAULT FLOOR PLAN |
| S-407T PUMP VAULT ROOF PLAN |
| S-408T ADDITIVE INJECTOR BUILDING FOUNDATION PLAN |
| S-409T ADDITIVE INJECTOR BUILDING ROOF PLAN |
| S-410T ADDITIVE INJECTOR TANKS PAD PLAN |
| S-411T TIE-IN VAULT |
| S-412 TRUCK OFF-LOAD PLAN |
| S-501T BULK TANK DETAILS AND SECTIONS |
| S-502T BULK TANK DETAILS AND SECTIONS |
| S-503T BULK TANK DETAILS AND SECTIONS |
| S-504T BULK TANK DETAILS AND SECTIONS |
| S-505T BULK TANK DETAILS AND SECTIONS |
| S-506T PUMP VAULT REINFORCEMENT ELEVATIONS |
| S-507T ADDITIVE INJECTOR BUILDING REINFORCEMENT ELEVATIONS |
| S-508T ADDITIVE INJECTOR BUILDING DETAILS AND SECTIONS |
| S-509T ADDITIVE INJECTOR TANKS DETAILS AND SECTIONS |
| S-510T BERM ACCESS STAIRS DETAILS |
| S-511T ROLLING COVER PLAN AND DETAILS |
| S-512T ROLLING COVER DETAILS |
| S-513T ROLLING COVER PLAN AND DETAILS |
| S-514T ROLLING COVER DETAILS |
File details come from the government source that posted it. Updated .