A27_Drawing_files___138983___STRU___Casey.pdf
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WALL
STIRRUP OR TIE
PRECAST CONCRETE COVER, REFER TO ACI-318 CHAPTER 7.
3. PROTECTIVE COVER SHOWN IS FOR CAST-IN-PLACE CONCRETE ONLY. FOR
2. THICKER PROTECTIVE COVER INDICATED IN SPECIFIC DETAILS SHALL GOVERN.
1. PROTECTIVE COVER SHOWN IS MINIMUM PERMITTED
75 CLR.
CONCRETE CAST
AGAINST EARTH
BEYOND
CONCRETE EXPOSED TO
EARTH OR WEATHER
NOTE
EXTERIOR
C L
R
MAIN OR TEMPERATURE
EARTH/CONC
BAR (TYP)
STIRRUP OR
TIE
EARTH
FACE
SURFACE
TEMPERATURE
BAR (TYP)
STIRRUP OR
MAIN OR
FORMED CONC
TIE
MAIN OR
BAR (TYP)
TEMPERATURE
BEAM
BARSMAIN BAR
CONCRETE NOT EXPOSED TO
EARTH OR WEATHER
COLUMN STIRRUP
40 CLR.
20 CLR
BEAM
20 CLR
MAIN
40 CLR
SLAB
JOINTS SHALL BE LOCATED AT THE MIDDLE 1/6 OF THE SLAB SPAN IN EITHER
Fy = 240 MPa
Fu = 400 MPa
Fu = 490 MPa
Fu = 1000 MPa
Fy = 240 MPa fy = 400 MPa fy = 448 MPa
2. METAL YIELD STRENGTHS (Fy) OR TENSILE STRENGTHS (Fu) :
f’c = 24 MPa
- MACHINE/ANCHOR BOLTS
- HIGH STRENGTH BOLTS (F10T OR A325)
- WELDING ELECTRODES (E70xx)
- WELDED WIRE FABRIC
- ALL CONCRETE UNLESS NOTED OTHERWISE
C. MATERIAL STRENGTHS :
- STANDING SEAM ROOFING (MIN)
- REINFORCING BARS (SD40 OR GRADE 60)
- STRUCTURAL STEEL (SS400 OR A36)
1220 mm
960 Pa
960 Pa
V = 59.4 m/sec
CLASS D
S1=0.07g, Ss=0.16g
100 kPa
TO CLEAN AND ROUGH STANDARDS.
DIRECTION. ALL REINFORCING BARS SHALL BE CONTINUOUS THROUGH CONSTRUCTION
JOINTS AND CONCRETE JOINT FACES SHALL BE KEYED OR INTENTIONALLY ROUGHENED
- BASIC WIND SPEED (RISK CATEGORY II)
- EXPOSURE CATEGORY
- WIND PRESSURE
- MINIMUM DESIGN BEARING CAPACITY
- IMPORTANCE FACTOR
- FROST DEPTH
B. FOUNDATIONS :
1. DESIGN PARAMETERS
- SEISMICITY
- SOIL TYPE
4. SEISMIC (UFC 3-301-01)
- RISK CATEGORY
C
DESIGN DATA
A. DESIGN LOADS :
2. FLOOR LIVE
3. WIND (UFC 3-301-01/IBC)
- GROUND SNOW
- LIVE
1. ROOF
AND SHALL BE MODIFIED TO SUIT THE SELECTED EQUIPMENT.
PERIMETER FELT JOINTS. UNDER NO CIRCUMSTANCES SHALL SUCH JOINTS BE
D. CONSTRUCTION JOINTS ARE PERMITTED IN STRUCTURAL SLABS ON GRADE IF REQUIRED
BY CONCRETE PLACEMENT AND FINISHING LIMITATIONS. WHEN REQUIRED, CONSTRUCTION
CLEAN AND ROUGH JOINT SHALL REFER TO A CONCRETE TO CONCRETE CONTACT
SURFACE WHICH IS CLEAN AND FREE OF LAITANCE AND INTENTIONALLY ROUGHENED
1. DIMENSIONS, LOCATIONS, AND SIZES OF EQUIPMENT SUPPORTS, PADS, AND ROOF
OR WALL OPENINGS SHOWN ON THESE DRAWINGS ARE FOR INFORMATION ONLY
2. ANCHOR BOLTS SHALL BE SIZED AND LOCATED AS REQUIRED BY THE EQUIPMENT
A MINIMUM DISTANCE OF 150mm SHALL BE MAINTAINED FROM CENTER OF ANCHOR
3. SEE MECHANICAL DRAWINGS FOR ADDITIONAL PIPES, RISERS, VENTS, AND DUCTS
4. CONCRETE PLACED OVER PIPING SHALL BE POURED ONLY AFTER THE PIPING HAS
C. STRUCTURAL SLABS DO NOT REQUIRE CONTRACTION JOINTS, EXPANSIONS JOINTS, OR
TO AN AMPLITUDE OF 6mm (MINIMUM). JOINT SHALL BE CLEANED WITH WATER BLAST
MANUFACTURER’S SHOP DRAWINGS.
BOLT TO EDGE OF EQUIPMENT PAD.
WHICH PENETRATE THE ROOF, FLOOR OR WALL.
BEEN INSPECTED, TESTED AND APPROVED.
PERMITTED IN STRUCTURAL SLABS ON GRADE.
B. MECHANICAL EQUIPMENT
GENERAL NOTES
A. CONCRETE CLEAN AND ROUGH JOINT(CRJ)
CHIPPING HAMMER, OR OTHER SUITABLE MEANS.
1. CONCRETE MINIMUM COMPRESSIVE STRENGTH (f’c) :
M
IN
SLEEVE
M
IN
SLEEVE
BEAM
MINMIN
SECTION "A-A"
SLEEVE
"A"
GRADE BEAM
FOOTING OR
STEM WALL
"A"
PARALLEL PIPE PERPENDICULAR PIPE
M
IN
MIN
BELOW THIS PLANE
EMBEDMENT PERMITTED
NO PIPE OR CONDUIT
FOOTING OR GRADE
NOT TO SCALE
STANDARD HOOK FOR MAIN BARS, STIRRUPS & TIES
NOT TO SCALE
WALL INTERSECTIONS
NOT TO SCALE
CONCRETE PROTECTION FOR REINF BARS
NOT TO SCALE
PIPE OR CONDUIT AT FOUNDATION
- DESIGN CATAGORY B
NOTE : SEE PLUMBING DRAWINGS
FOR SLEEVE DETAIL
STANDING SEAM METAL ROOFINGSSMR
RIM JOISTRJ
EAVE STRUTES
BOPC BOTTOM OF PILE CAP
CONC CONCRETE
CONSTRUCTION JOINTCNJ
CONTINUOUS OR CONTINUECONN
CWB CAPILLARY WATER BARRIER
HIGH STRENGTH BOLT
IJ ISOLATION JOINT
DET DETAIL
DIAMETERDIA
DIM DIMENSION
DN DOWN
DWG DRAWING
DWGS DRAWINGS
EACH FACEEF
EACHEA
EL ELEVATION
EQUIP EQUIPMENT
EW EACH WAY
EJ EXPANSION JOINT
EXP JT EXPANSION JOINT
EXST EXISTING
FL FLOOR
FNSH FINISH
FOOTFT
HGT HEIGHT
GRADE BEAMGB
GALVANIZEDGALV
HORIZ HORIZONTAL
HSB
JOINTJT
ELEC ELECTRICAL
EQ EQUAL
INDICATOR PILEIP
WWF
VARIABLEVAR
WITHW/
VERT VERTICAL
TRANSVERSALTRANS
TYP TYPICAL
THICKENED SLABTS
TOC TOP OF CONCRETE
THROUGHTHRU
TOP BART BAR
THK THICKNESS
BOTTOM BARB BAR
BOTTOM MOST BARBM BAR
STRUCTURALSTRL
STL STEEL
STD STANDARD
SQ SQUARE
SPEC(S) SPECIFICATION(S)
SIMILARSIM
SCHEDULESCHED
STRUC STRUCTURAL
RO ROUGH OPENING
ROOMRM
RFG ROOFING
REQUIREDREQD
REPL REPLACE OR REPLACEMENT
REINFORCED OR REINFORCEMENTREINF
RC REINFORCED CONCRETE
RADIUSRAD
PROJECTPROJ
PANELPNL
PC PILE CAP
PEDESTALPED
PEJ PRE-MOLDED EXPANSION JOINT
OPPOSITEOPP
OPNG OPENING
ON CENTEROC
NTS NOT TO SCALE
LONGITUDINALLONGIT
NUMBERNO
NOT IN CONTRACTNIC
NON FROST SUSCEPTIBLE MATERIALNFSM
NA NOT APPLICABLE
MISCELLANEOUSMISC
MIN MINIMUM
MANUFACTUREMFR
MEZZANINEMEZZ
MACHINE BOLTMB
METALMET
MECH MECHANICAL
MIDDLEMID
MAX MAXIMUM
MATERIALMATL
MAINT MAINTENANCE
LG LENGTH
COLUMNCOL
CONCRETE MASONRY UNITCMU
CLEARANCECLR
CRACK CONTROL JOINTCLJ
CJ CONTROL JOINT
CENTER LINECL
BOT BOTTOM
BEAMBM
BKS BARRACKS
BLDG BUILDING
ARCHITECTURALARCH
ANCHOR BOLTAB
WELDED WIRE FABRIC
AUTOMATIC WELDING STUDAWS
ABBREVIATIONS
QTY QUANTITY
FOR
BAR CLEAR COVER
TEE INTERSECTION
FOR
CORNER
STANDARD HOOKS
STANDARD HOOK
MAIN BAR
ADDED VERT BARS
WALL HORIZ BARS
WALL VERT BARS
SEE SEE
SIZE
BAR
H d
DdD D
DIMENSION
DETAILING
D E
T A
IL
IN
G
D
IM
E N
S
IO
N
D E
T A
IL
IN
G
D
IM
E N
S
IO
N
DETAILING
d
A or G
D (mm)SIZE
BAR
140HD22
HD13
HD19
HD16
HD10
(mm)
HOOKS
(mm) A or G
STIRRUP & TIE HOOKS
D=4d FOR HD10 ~ HD16 BARS
D=6d FOR HD10 ~ HD25 BARS
D=8d FOR HD29, HD32 BARS
MAIN BAR HOOKS
HD19
HD22
HD16
HD13
HD29
HD32
HD25
A
B
(mm)
HD16
HD10
HD13
D
D=6d FOR HD19, HD22 BARS
SEISMIC STIRRUP/TIE HOOKS
D=4d FOR HD10 ~ HD16 BARS
APPROX.
A or G (mm)
H(mm)
C
L BEAM
(mm)
DIMENSION
SIZE
HD10
D J
A or G
(mm)
BAR
D
(mm) J d
L BEAM
D
A or G (mm)
HOOKS
c dD
D c
6d
H d
D E
T A
IL
IN
G
D
IM
E N
S
IO
N
M
IN
APPROX.
H(mm)
1 2
3 4
SF001
SF001
7,200 Pa - FILTER ROOM
IBC TABLE 1609.6.2.1(1) & (4)
Fy = 240 MPa - COLD-FORMED STEEL SHAPES
40 CLR
40 CLR
20 CLR 20 CLR
230230
M A X .(6 d ,7 m m
A o r
G
MAX.(4d,60mm)
A or G
A d
A or G
A
T
Y P
IC
A L D
E T
A
IL
S
SF001
G E
N E
R A
L N
O T
E S
D E
S
IG
N D
A T
A
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
Sheet of
S E
T
ID
A
P R
IMCOM
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
D P
W
A R
M Y G
A R
R
IS
O N
R E
D C
L O
U
H E
A D
Q U
A R
T E
R S
U N
IT
E D S
T A
T
S
M A
N A
G E
M E
N T C
O M
M A
N D
U S A
R M
Y I
N S
T A
L L
A T
IO
N
P A
R T
M E
N T O
F T
H E A
R M
Y
D P
W
U S
A G -R
E D C
L O
U D A
R E
A I
K O
R E
A
B L
D G S -1
R L F
C C
P C
A S
E Y
F E
W R
R E
P A
IR
R
E P
L A
C E S
E W
A G
E P
L A
N T
(B L
D G
C P C
A S
E Y
Y
IC
SCALE:
FOUNDATION PLAN
1/50
TM1/B
M1:
-H
D22
TM2/BM2: 7
6-HD19
700 2900 2900
R
900THK MAT SLABR
R
ZONE A
ZONE B ZONE C ZONE D
HOOP LIST
ZONE B : HD16 @100 O.C TOP & BOT.
ZONE C : HD16 @200 O.C. TOP & BOT.
ZONE D : HD19 @300 O.C. TOP & BOT.
Z O
N E A
ADDED BAR LIST
ZONE A : HD16 @150 O.C
R
R6
400THK CONCRETE WALL
FOR SHELL
6035300
R
R5
SLUDGE COLLECTOR ASSEMBLY
ADD BARS
TOP & BOTTOM
0(L
AP.)
SLOPE
S L O
P E
S L O
P E
SLOPE
S L O
P E
S L O
P E
2000mm10005000
SCALE: 1:50
12400
SF101
F O
U N
D A
T
IO
N P
L A
N
S L
U D
G E C
O L L E
C T
O R A
S S
E M
B
Y
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
Sheet of
S E
T
ID
A
P R
IMCOM
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
D P
W
A R
M Y G
A R
R
IS
O N
R E
D C
L O
A D
Q U
A R
T E
R S
U N
IT
E D S
T A
T
N A
G E
M E
N T C
O M
M A
N D
U S A
R M
Y I
N S
T A
L L
A T
P A
R T
M E
N T O
F T
H E A
R M
Y
D P
W
U S
A G -R
E D C
L O
U D A
R E
A I
K O
R E
A
B L
D G S -1
R L F
C C
P C
A S
E Y
F E
W R
R E
P A
IR
R
E P
L A
C E S
E W
A G
E P
L A
N T
(B L
D G
C P C
A S
E Y
Y
200THK CONC SLAB ON
W/ HD13 @300 O.C.
TOP & BOTTOM / EACH WAY
SB1
SB1
S B
S B
S B
J
J
J
J
J
J
J
J
J
J
J
J
S B
J W
K
J W
K
J W
K
J1 J1
STEEL MEMBER LIST
SB1 : H-400X200X8/13
J1 : L-60X60X5t
J2 : C-200X80X7.5X11
J1 W/ K : L-60X60X5t
W/ KNEE BRACE
SB1
S B
S B
S B
J
J
J
J
J
J
J
J
J
J
J
J
S B
J W
K
J W
K
J W
K
J1J1
SF301
12400
SCALE:
TOP VIEW PLAN
1/50
SLUDGE COLLECTOR ASSEMBLY
6THK CHECKER PL
BACKFILL UNDER
SLAB
GB1
G B
G B
GB1
SF401
2000mm10005000
SCALE: 1:50
SF102
T O
P V
IE
W P
L A
N
S L
U D
G E C
O L L E
C T
O R A
S S
E M
B
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
Sheet of
S E
T
ID
A
P R
IMCOM
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
D P
W
A R
M Y G
A R
R
IS
O N
R E
D C
L O
A D
Q U
A R
T E
R S
U N
IT
E D S
T A
T
N A
G E
M E
N T C
O M
M A
N D
U S A
R M
Y I
N S
T A
L L
A T
P A
R T
M E
N T O
F T
H E A
R M
Y
D P
W
U S
A G -R
E D C
L O
U D A
R E
A I
K O
R E
A
B L
D G S -1
R L F
C C
P C
A S
E Y
F E
W R
R E
P A
IR
R
E P
L A
C E S
E W
A G
E P
L A
N T
(B L
D G
C P C
A S
E Y
Y
14100
B
A
480045004800
2 3
1400THK MAT SLAB ON GRADE
B
A
2 3
SC1 SC1 SC1 SC1
SC1 SC1 SC1 SC1
SRB1 SRB1 SRB1
SRB1 SRB1 SRB1
SRB1 SRB1 SRB1
S R
G
S R
G
S R
G
S R
G
SC1 : H-200X200X8/12
STEEL COLUMN SCHEDULE
SC1
X-VBR
X-VBR
X-HBR
X-HBR
SRB1 SRB1
SRB1
SRB1 SRB1 SRB1
SRG1 : H-200X200X8/12
STEEL BEAM SCHEDULE
SRB1 : H-200X200X8/12
P
E R
R O
O F S
L O
P E
P
P
P
P
P
P
SC1
A B
SRG1
14100
480045004800
SCALE:
GROUND FLOOR PLAN
1/50
SCALE:
ROOF FRAMING PLAN
1/50
FILTER BUILDING
FILTER BUILDING
SCALE:
CROSS SECTION
1/50
FILTER BUILDING
SF103
X-VBR : L-75X75X6t
X-HBR : L-75X75X6t
P : C-200X75X25X4.0t
SEE CIVIL
APRON
GIRTS
C-200X75X25X4.0t
P
P
P
P
P
P
1400THK MAT SLAB
HD13-@800X800
HD19 @200 O.C.
TOP & BOTTOM
STANDING SEAM METAL ROOFING(SSMR)
CONFORMING TO SPECIFICATION SECTION
STRUCTURAL STANDING SEAM METAL ROOFING
07 61 13. 00 10 (WITH CEMP-T CERTIFICATION)
BASIS OF DESIGN FOR ENGINEERING PROPERTIES
IS MBCI SUPERLOK 12, 22GA.
STANDING SEAM
METAL ROOFING
P
E R
R O
O F S
L O
P E
SF103
SF103
SC1
STANDING SEAM
METAL ROOFING
WORKING POINT
EL=+6000
2000mm10005000
SCALE: 1:50
SLOPE 5%
HD13
@400 O.C.
@200 O.C.
HD13
10 THK PEJ
W/ SEALANT
SEE CIVIL
PCC PAVEMENT
6001200
SCALE:
APRON SECION
1/20
FILTER BUILDING
SF103
SF103
1400THK
MAT SLAB
25DIAx410 DOWEL
@300 O.C. PAINT
AND OIL 1-END
BASE COURSE
150THK
HD19 @200 O.C.,
E.W. & E.F.
SF103
G R
O U
N D F
L O
O R
R O
O F F
R A
M
IN
G P
L A
N S
F
IL
T E
R B
U
IL
D
IN
G
C
R O
S S S
E C
T
IO
N
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
Sheet of
S E
T
ID
A
P R
IMCOM
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
D P
W
A R
M Y G
A R
R
IS
O N
R E
D C
L O
A D
Q U
A R
T E
R S
U N
IT
E D S
T A
T
N A
G E
M E
N T C
O M
M A
N D
U S A
R M
Y I
N S
T A
L L
A T
P A
R T
M E
N T O
F T
H E A
R M
Y
D P
W
U S
A G -R
E D C
L O
U D A
R E
A I
K O
R E
A
B L
D G S -1
R L F
C C
P C
A S
E Y
F E
W R
R E
P A
IR
R
E P
L A
C E S
E W
A G
E P
L A
N T
(B L
D G
C P C
A S
E Y
Y
3200 800800
SC1
SC1
SCALE:
GROUND FLOOR PLAN
1/50
BLOWER ROOM BUILDING
SC1
SC1SC1
3200 800800
S R
G
SRB1
S R B
SRG1
SRG1 : H-200X200X8/12
STEEL ROOF MEMBER SCHEDULE
SRB1 : H-150x150x7/10
P : C-200X75X25X4.0t
SCALE:
ROOF FRAMING PLAN
1/50
BLOWER ROOM BUILDING
S
R G
SRG1
S R B
S R B 1 S
R B
SRB1
P1
P1
P1
P1
P1
P1
P1
P1
P
P
P
P
P
P
P
P
SCALE:
CROSS SECTION
1/50
BLOWER ROOM BUILDING
1400THK MAT SLAB
W.P.
WORKING POINT EL.
EL.=+3600
SF104
SC1
SRG1 SRG1
HD13-@800X800
S R
B
S R
B
S R
B
HD19 @200 O.C.,
E.W. & E.F.
HD19 @200 O.C.
TOP & BOTTOM
SRB1
SF104
SF104
SF104
SF104
1600 800800
SCALE:
CROSS SECTION
1/50
BLOWER ROOM BUILDING
1400THK MAT SLAB
W.P.
WORKING POINT EL.
EL.=+3600
SF104
SC1
SRG1 SRG1
HD13-@800X800
SRB1
SRB1
SRB1
SRB1
1400THK MAT SLAB
HD19 @200 O.C.
TOP & BOTTOM
P1
P1
STANDING SEAM
METAL ROOFING
STANDING SEAM METAL ROOFING(SSMR)
SEE CIVIL
SEE CIVIL
34/100
SLOPE
/1
S L
O P
E
SC1
SC1 SC1
/1
S L
O P
E
STANDING SEAM
METAL ROOFING
STANDING SEAM
METAL ROOFING
SC1 : 165.2DIAx7.0t
STEEL COLUMN SCHEDULE
34/100
SLOPE
ON GRADE
2000mm10005000
SCALE: 1:50
600 3200 600
CONFORMING TO SPECIFICATION SECTION
STRUCTURAL STANDING SEAM METAL ROOFING
07 61 13. 00 10 (WITH CEMP-T CERTIFICATION)
BASIS OF DESIGN FOR ENGINEERING PROPERTIES
IS MBCI SUPERLOK 12, 22GA.
SF104
G R
O U
N D F
L O
O R
R O
O F F
R A
M
IN
G P
L A
N S
B L
O W
E R R
O O
M B
U
IL
D
IN
G
C
R O
S S S
E C
T
IO
N
C .M .P
A R
K Y
A
H
C .M .P
A R
K
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
Sheet of
S E
T
ID
A
P R
IMCOM
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
D P
W
A R
M Y G
A R
R
IS
O N
R E
D C
L O
A D
Q U
A R
T E
R S
U N
IT
E D S
T A
T
N A
G E
M E
N T C
O M
M A
N D
U S A
R M
Y I
N S
T A
L L
A T
P A
R T
M E
N T O
F T
H E A
R M
Y
D P
W
U S
A G -R
E D C
L O
U D A
R E
A I
K O
R E
A
B L
D G S -1
R L F
C C
P C
A S
E Y
F E
W R
R E
P A
IR
R
E P
L A
C E S
E W
A G
E P
L A
N T
(B L
D G
C P C
A S
E Y
Y
SCALE:
CROSS SECTION
1/50SF102
SF401
SLUDGE COLLECTOR ASSEMBLY
12600
25200
38DIA SST GUARD RAIL
250200
2000mm10005000
SCALE: 1:50
250200
12600
SF301
C R
O S
S S
E C
T
IO
N
S L
U D
G E C
O L L E
C T
O R A
S S
E M
B
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
Sheet of
S E
T
ID
A
P R
IMCOM
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
D P
W
A R
M Y G
A R
R
IS
O N
R E
D C
L O
A D
Q U
A R
T E
R S
U N
IT
E D S
T A
T
N A
G E
M E
N T C
O M
M A
N D
U S A
R M
Y I
N S
T A
L L
A T
P A
R T
M E
N T O
F T
H E A
R M
Y
D P
W
U S
A G -R
E D C
L O
U D A
R E
A I
K O
R E
A
B L
D G S -1
R L F
C C
P C
A S
E Y
F E
W R
R E
P A
IR
R
E P
L A
C E S
E W
A G
E P
L A
N T
(B L
D G
C P C
A S
E Y
Y
HD16 @200 O.C.
HORIZONTAL REBARS
HD19 @200 O.C.
VERTICAL REBARS
SCALE:
ENLARGED SECTION
1/30SF301
USE HD16 ADDED REBAR
HD19 AS SHOWN 1/SF101
LAYOUT SEE 1/SF101
HOOP BARS AS SHOWN 1/SF101
2-HD13
WATER STOP
HD13@200 O.C.
WATERPROOF MEMBRANE
W/ PROTECTION BOARD
WATERPROOF MEMBRANE
OVER 75THK MUD SLAB (f’c=18MPa MIN)
@WALL AND FOUNDATION TOP
/SIDES.
SCALE:
ENLARGED SECTION
1/30SF102
EQ
50CLR
3-HD19
3-HD19
VAPOR BARRIER
OVER 150THK CWB
GB1
HD13@300 O.C
3X2-HD13
TOP&BOT
STRUCTURAL BACKFILL
1200mm6003000
SCALE: 1:30
50CLR
250200
0 5 0 1
EQ
VAR
SF401
E N
L A
R G
E D S
E C
T
IO
N
S L
U D
G E C
O L L E
C T
O R A
S S
E M
B
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
Sheet of
S E
T
ID
A
P R
IMCOM
E N
G
IN
E E
R
IN
G D
IV
IS
IO
N
D P
W
A R
M Y G
A R
R
IS
O N
R E
D C
L O
A D
Q U
A R
T E
R S
U N
IT
E D S
T A
T
N A
G E
M E
N T C
O M
M A
N D
U S A
R M
Y I
N S
T A
L L
A T
P A
R T
M E
N T O
F T
H E A
R M
Y
D P
W
U S
A G -R
E D C
L O
U D A
R E
A I
K O
R E
A
B L
D G S -1
R L F
C C
P C
A S
E Y
F E
W R
R E
P A
IR
R
E P
L A
C E S
E W
A G
E P
L A
N T
(B L
D G
C P C
A S
E Y
Y
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