ELECTRICAL GENERAL NOTES: LEGEND:

WEATHERPROOF CONVENIENCE OUTLET

1.0 ALL WORKS HEREIN SHALL COMPLY WITH ALL THE PROVISIONS OF OVERHEAD SERVICE
ELECTRIC RANGE CONVENIENCE OUTLET ENTRANCE: 230V 1, 2W,
THE LATEST EDITION OF PHILIPPINE ELECRICAL CODE AND THE LOCAL
ENFORCING AUTHORITIES. REFIGERATOR CONVENIENCE OUTLET 60Hz.,AC WITH 25mm TYPE
"F" CONDULET.
FLOOR CONVENIENCE OUTLET WEATHERHEAD
2.0 ALL WORKS HEREIN SHALL BE DIRECTLY SUPERVISED BY A DULY
LICENSED ELECTRICAL ENGINEER AS ENFORCED BY THE NEW CEILING CONVENIENCE OUTLET 60.00 Ampere Trip, 100AF, 2 Pole ,
ELECTRICAL ENGINEERING LAW OR R.A. 7920. 60 Hz, 240 V, Bolt on Type, MCCB
WATER HEATER CONVENIENCE OUTLET 60AT
in NEMA3 R CLOSURE
3.0 ALL MATERIALS TO BE USED SHALL BE BRAND NEW AND SHALL BEAR HAND-DRYER CONVENIENCE OUTLET 2P, 230V
(COUNTERTOP)
THE MANUFACTURER'S NAME INCLUDING THE "PSA" MARK.
SPECIAL-PURPOSE CONVENIENCE OUTLET
4.0 POWER SUPPLY TO THE BUILDING SHALL BE 3 PHASE, 3 WAY, 230 LIGHTING 1 2 CONVENIENCE
VOLTS.
COUNTERTOP CONVENIENCE OUTLET 20AT 20AT OUTLET
CONVENIENCE OUTLET
5.0 RACEWAY SCHEDULE SHALL BE AS FOLLOWS: PANELBOARD
5.1 CONCRETE PEDESTAL TO MDP - UPVC PIPE SCHEDULE 40.
5.2 MDP TO DISTRIBUTION PANELBOARDS - IMC. B.O BOLT-ON COMMERCIAL TYPE
CIRCUIT BREAKER
LIGHTING 3 4 CONVENIENCE
5.3 BRANCH CIRCUITS FOR POWER, LIGHTING AND AUXILIARY BOLT-ON INDUSTRIAL TYPE
15AT 15AT OUTLET
I.T
-UPVC SCHEDULE 40 MINIMUM CIRCUIT BREAKER
SIZE OF RACEWAY SHALL BE 15 MM. DIAMETER. S SINGLE POLE SINGLE THROW SWITCH
IN ONE GANG SWITCH
2S 2-SINGLE POLE SINGLE THROW SWITCH
6.0 OUTLET BOXES SHALL HAVE A MINIMUM THICKNESS OF GAGE IN 2-GANG SWITCH
3-SINGLE POLE SINGLE THROW SWITCH
ACCU 5 6 SPARE
NUMBER 16 WITH 1/2 KO AND SHALL BE PAINTED WITH RED LEAD PAINT 3S
IN 3-GANG SWITCH
30AT
PRIOR TO INSTALLATION. SINGLE POLE 3-WAY SWITCH
S3W
IN ONE GANG SWITCH
7.0 WIRES AND CABLES SHALL BE OF THE APPROVED TYPE AND JUNCTION BOX
BEARING THE " PSA" MARK UNLESS SPECIFIED OR INDICATED OTHERWISE,
ALL POWER AND LIGHTING CONDUCTORS SHALL BE INSULATED FOR 600 100W CHANDELIER
5.50mm² TW (GROUND WIRE) in
VOLTS MINIMUM. 20W LED DOWNLIGHT PINLIGHT 25mmØ PVC

16mmØ X 2.4M COPPER WELD

8.0 WIRING DEVICES SHALL HAVE A MINIMUM RATING OF 10 AMPERES, 20W LED UPLIGHT PINLIGHT
GROUND ROD WITH HEAVY DUTY
250 VOLTS. 20W EMERGENCY LIGHT CLAMP

9.0 LIGHTING FIXTURES SHALL CONFORM WITH THE SCHEDULE AS 20W FLOOR LIGHT
PREPARED BY THE ARCHITECT.
40W T-5 SINGLE LINE DIAGRAM
10.0 PANELBOARDS SHALL CONFORM TO THE LOAD SCHEDULE AS 40W FLUORESCENT LIGHT
SHOWN ON PLANS WITH RESPECT TO BREAKER PHASE ARRANGEMENT,
20W CEILING LIGHT RECEPTACLE
RATING, CAPACITY AND SHORT CIRCUIT CONSIDERATION.
P.B PULLBOX
11.0 FIRE ALARM DEVICES SHALL COMPLY WITH THE NFPA PROVISIONS
AND SHALL BEAR THE "UL" STANDARD MARK. 50W WALL LIGHT FIXTURE

40W FLOOD LIGHT

12.0 ALL NON-CURRENT CARRYING METALLIC PARTS,CABINETS AND
EQUIPMENT FRAMES SHAL BE PROPERLY GROUNDED IN ACCORDANCE 20W TRACK LIGHT
WITH THE GROUNDING REQUIREMENTS OF THE LATEST EDITION OF THE
40W COVE LIGHT
PHILIPPINE ELECTRICAL CODE.
SMOKE DETECTOR
13.0 MOUNTING HEIGHTS SHALL BE AS FOLLOWS:
HEAT DETECTOR
WALL SWITCHES 1400 MM AFF TO CENTER OF DEVICE ANNOUNCIATOR

WALL OUTLETS 300 MM AFF TO CENTER OF DEVICE MANUAL CALL POINT

COUNTERTOP OUTLETS 150 MM TOP OF COUNTER TO CENTER BELL
DEVICE
INTERCOM OUTLETS 1400 MM AFF TO CENTER OF BOX END OF LINE TERMINATION POINT
CONTROL CABINETS 1500 MM AFF TO TOP OF ENCLOSURE CCTV
(VERTICAL)
MANUAL STATION 1400 MM AFF TO CENTER OF DEVICE HORN-TYPE SPEAKER
BELL 200 MM BELOW BEAM OR FINISHED CEILING MOUNTED SPEAKER
CEILING
EMERGENCY LIGHT 300 MM BELOW BEAM OR FINISHED CEILING CATV
EXIT LIGHT 150 MM ABOVE DOOR JAMB
TELEPHONE OUTLET PROVISION

TELEPHONE AND DATA OUTLET PROVISION

DATA OUTLET PROVISION

TYP. 1Ø METERING/SERVICE ENTRANCE

WIFI

CHIME BELL

DOOR BELL PUSH BUTTON ON CONCRETE PRIVATE POLE GROUND ROD DETAIL
CAR RAMP MAGNETIC LOOP DETECTOR

PROVISION FOR UNDERWATER POOL LIGHTS

P.B ABBREVIATION FOR PULLBOX

CONDUIT RUN SUPPORT DETAIL DOWNLIGHT MOUNTING DETAIL CONVENIENCE OUTLET MTG. DETAIL COLUMN GROUNDING

AS-SHOWN
E-01
 JUNCTION BOX

EYEBOLT
ENTRANCE CAP
MESSENGER WIRE
LIGHTING FIXTURE
SUPPLY SERVICE
ROD
DROP
15 MM Ø PVC FLEXIBLE Ø1/2"
DRIP LOOPS
SEE DETAIL

5500MM
1¼"Ø RSC/PVC PIPE
SERVICE METER
NUT PB

LIGHTING FIXTURE

DETAIL CEILING LEVEL

1
CONNECTOR FLEX PB

1500 MIN.
FOR CABLE TV HOMERUN
FOR TELEPHONE HOMERUN

FLEXIBLE Ø1/2" CONNECTOR FLEX

JUNCTION BOX
1200mm

TO MDP LIGHTING FIXTURE

TO TTC
CEILING LEVEL
TO CABLE
F. F. L TV OUTLETS
5
SERVICE DROP INST. DETAIL TYP. LIGHTING FIXTURE INST. PB
LIGHTING SWITCH OUTLETS DET.

ADMIN. BLDG.

1 POWER & ACU LAYOUT

E-02 SCALE 1:100M
300mm

CONVENIENCE OUTLET MTG. DETAIL

ACCU MOUNTING DETAIL 2S, h,l

Sf
3
PB

LOAD SCHEDULE AND COMPUTATION WALL MOUNTED FCU INSTALLATION DET. Sg

PANEL : "PB" MAIN: 60AT, 2PCB 2S, j,i

CKT. BREAKER LOAD IN WIRES & CONDUIT Sk

DESCRIPTION VOLTS
NO. AT POLE VA AMPS LINE GROUND CONDUIT Se
Sd
4 1. 6-CONV. OUTLET 230 20 2 1080 4.70 2-3.5mm²THHN 1-3.5mm²THHN 20mmØPVC
PB
2S, b,c
2. 2-CONV. OUTLET 230 20 2 360 1.57 2-3.5mm²THHN 1-3.5mm²THHN 20mmØPVC
2 Sa
PB 4 - FL @ 40W, 5 - WL @ 50W, 1 - SL @ 225W,
3. 230 15 2 745 2.24 2-2.0mm²THHN 1-2.0mm²THHN 20mmØPVC
3 - PL @ 20W, 1 - CL @ 50W

4. 8 - WL @ 50W 230 15 2 400 1.74 2-2.0mm²THHN 1-2.0mm²THHN 20mmØPVC

5. ACU @ 1.0 HP 230 30 2 746 3.24 2-5.5mm²THHN 1-5.5mm²THHN 20mmØPVC

6. SPARE

TOTAL CONNECTED LOAD 3,331.0 13.49

MAIN : 60AT, 2PCB 240V. BOLT-ON
IT = 13.49 AMPS. + 25% (8) USE : 2-8.0mm²THHN IN 20mmØ RSC
ADMIN. BLDG.
DOME IT = 15.49 AMPS. 1-5.50mm²THHN GROUND WIRE 2 LIGHTING LAYOUT
1 LIGHTING & POWER LAYOUT E-02 SCALE 1:100M
E-02 SCALE 1:100M

AS-SHOWN
E-02
 LEGEND:
SOLAR STREET LAMP POST, 100W
RANGE: 15-20M RADIUS
HEIGHT: 4METERS
LUMENS: 5000+LUMENS
BEAM ANGLE: 120 DEG
BATTERY: 12-15 HRS
WEATHERPROOF: IP65-RATED
NO MOTION SENSOR, ALWAYS ON
DURING NIGHT TIME

FOR WALKWAYS & GRAVES

SOLAR FLOOD LIGHT, 60W

COLOR TEMP: COOL WHITE

FOR ENTRANCE SIGNAGE

1 SOLAR INTEGRATED LIGHTS PLAN

E-03 SCALE 1:200M

AS-SHOWN
E-03
 4.5mm x Ø60mm x
200mmØ HOT DIPPED
GALVANIZED TAPERED
LAMP POST
12mm THK GUSSET
PLATE BASE PLATE (25mm
THK x 350mm x 350mm)

8 EQUALLY Ø20mm x 800mm HIGH

SPACED - Ø16mm TENSILE ANCHOR Ø20mm x 800mm HIGH
RSB FOOTING BOLTS WITH NUTS & TENSILE ANCHOR
BARS ON WASHERS BOLTS WITH NUTS &
CENTER BOTH WASHERS
WAYS
BASE PLATE (25mm 4.5mm x Ø60mm x
THK x 350mm x 350mm) 200mmØ HOT DIPPED
NOTES: GALVANIZED TAPERED
LAMP POST
CONCRETE
PEDESTAL
12mm THK GUSSET
PLATE

PEDESTAL ELEVATION LAMP POST PLAN

FOUNDATION PLAN

4.5mm x Ø60mm x
200mmØ HOT DIPPED
GALVANIZED TAPERED
LAMP POST
NOTES:
BASE PLATE (25mm
THK x 350mm x 350mm)

12mm THK GUSSET

PLATE

4.5mm x Ø60mm x
200mmØ HOT DIPPED
16mMØ X 800mm Ø20mm x 800mm HIGH
GALVANIZED TAPERED
HIGH TENSILE TENSILE ANCHOR
LAMP POST
ANCHOR BOLTS BOLTS WITH NUTS &
WITH NUTS AND WASHERS Ø20mm x 800mm HIGH
WASHERS 10mmØ RSB LATERAL TENSILE ANCHOR
10mmØ RSB LATERAL TIES SPACED @ BOLTS WITH NUTS &
TIES SPACED @ 5-50mm & REST @ WASHERS
5-50mm & REST @ 100mm
100mm
8-16mmØ VERTICAL 8-16mmØ VERTICAL 12mm THK GUSSET
BARS (GRADE 40) BARS (GRADE 40) PLATE
TAPERED LAMP POST ELEVATION BASE PLATE (25mm
THK x 350mm x 350mm)
8 EQUALLY SPACED -
Ø16mm RSB FOOTING CONCRETE
BARS ON CENTER PEDESTAL
PEDESTAL COLUMN DETAIL BOTH WAYS
0.10m THK GRAVEL
BEDDING

TAPERED LAMP POST ELEVATION

PEDESTAL SECTION

1 SOLAR INTEGRATED LIGHTS DETAIL

E-04 SCALE 1:30M

AS-SHOWN
E-04
GENERAL NOTES AND SPECIFICATION : CHECK VALVE WATER
1/2" Ø HOSE BIBB

REDUCER
600 600

90° ELBOW METER

4" THK. CHB STEEL GRILLS COVER

4" THK. CHB

SLOPE
4"Ø PVC PIPE (INLET) 4"Ø PVC PIPE (OUTLET)

600
10mm Ø HORIZONTAL 10mmØ HORZ. BARS

VARIES
& VERTICAL BARS
4"Ø PVC PIPE (INLET) @ 0.40 M. 0.C

1 " Ø PVC PIPE WATER LINE

1" Ø PVC PIPE 3/4" Ø PVC PIPE 10mmØ VERT. BARS
@ 0.40 M. 0.C SLOPE
10mmØ VERT. BARS
CONCRETE SUPPORT @ 0.40 M. 0.C
WATER LINE
WATER LINE PLAN 4"Ø PVC PIPE (OUTLET)

100
FIN. FLR. LVL.

2 DETAIL OF CATCH BASIN CONCRETE SLAB

P-1
SECTION
NOT DRAWN TO SCALE
CL
FR. SERVICE WATER MAIN LINE
205

COLD WATER LINE

1 WATER METER INST. DETAIL 50Ø VENT

100Ø LATERAL/
P-1 NOT DRAWN TO SCALE BRANCH SEWER LINE

110
SCREW THREAD
CLEAN OUT COVER 100Ø1/4BEND
W/ 50Ø HEEL OPENING 25Ø AIR CHAMBER
50Ø 1/8 BEND 86
PLAN REMOVABLE
CIP BRASS STRAINER
CLEAN OUT FINISH FLOOR LINE PLAN
SLOPE

PLAN
205
ADJUSTABLE BRASS INSIDE SCREW
OUTLET
COUNTER SUNK HEAD

WITH SCREW PLUG

330
AND COVER
25Ø AIR CHAMBER
FLOOR SLAB PVC
P-TRAP 50Ø VENT
15Ø CWL

345
20Ø CWL
COLD WATER LINE
SECTION
100Ø1/4BEND
SECTION 4 DETAIL OF FLOOR DRAIN W/ 50Ø HEEL OPENING

300
P-1 NOT DRAWN TO SCALE 50Ø 1/4 BEND
3 DETAIL OF CLEANOUT 5 PIPE HANGER
P-1 NOT DRAWN TO SCALE P-1 NOT DRAWN TO SCALE
100Ø LATERAL/
254
BRANCH SEWER LINE
50Ø 1/8 BEND

SECTION

6 DETAIL OF WATER CLOSET (TANK TYPE)

P-1 NOT DRAWN TO SCALE

FAUCET

HANDLE

CAPPED
LAVATORY
M
BRACKET

50 Ø VENT

15 Ø CWL

VER.SUPP.STD.
P-TRAP
P-TRAP CLEAN OUT
CO
CHB WALL OR PARTITION

FINISH FLOOR LINE

50 Ø WP (SEE PLAN
FOR EXACT LOCATION)

7 LAVATORY MOUNTING DETAIL

DETAIL OF HOSEBIB P-1 NOT DRAWN TO SCALE
9 8 DETAIL OF GREASE TRAP
P-1 NOT DRAWN TO SCALE P-1 NOT DRAWN TO SCALE

AS-SHOWN
P-01
 R O A D A C C E S S
LEGEND & SYMBOLS: TAP TO PUBLIC STORM DRA
(VERIFY EXACT LOCATION
INAGE
@ SITE)
DESCRIPTION LEGEND SYMBOL

WATER FLOW WF AD MH
AD AD MH
AD AD TR
MANHOLE MH Ø200mm PVCDP AD Ø600mm RCPC
MH Ø200mm PVCDP
Ø200mm PVCDP Ø600mm RCPC EN
Ø200mm PVCDP
Ø200mm PVCDP MH CH

TRENCH
WC WC
AREA DRAIN AD Ø200mm PVCDP
AD
LAV LAV

DRAINAGE PIPE DP

Ø200mm PVCDP

Ø200mm PVCDP
CDP

P
SEPTIC
Ø600mm RCPC

Ø200mm PVCD
DP

Ø200mm PV
LINEAR DRAIN TANK
FAUCETS

Ø200mm PVCDP
SINK

RCPC
HB

Ø600mm

TR
AD BED
DRAIN

EN
AD

C
AD

H
AD
AD

PVCDP
MH

PVCDP
Ø200mm
AD

P
AD

PVCD
Ø200mm

PVCDP

RCPC
PVCDP
Ø200mm

Ø600mm
Ø200mm

Ø200mm
Ø200mm PVCDP
AD MH
AD
AD

RCPC
AD
AD

Ø600mm
CDP

PVCDP
PV

PVCDP
Ø200mm
TRENCH

Ø200mm

Ø200mm
AD
P
CD
PV
mm AD

CPC
0 0
AD Ø2

mm R
AD

Ø2
DP

00

DP

Ø600
mm
C
PV AD

PVC
PV
P
mm CD

CD
00 PV

P
Ø2

0mm
00
m
m
AD
Ø2

DP
Ø20

Ø20
0mm
AD

Ø2

PVC
PVC
AD D P

00
AD MH

mm

0mm
CDP

PV
PV

Ø20
CD
mm

DP
00

P
Ø2 AD

m PVC
AD
AD
Ø2

AD

Ø200m
00
mm

C DP Ø2
00
mm
PV
PV

PV

PC
m CD
AD
CD

00m P

RC
P

Ø2 PVC
DP
0mm

mm
AD AD Ø20

00
AD

Ø6
Ø2
00

P AD
Ø2
mm

CD
AD
00

PV
PV

mm

mm
CD

00
PV

Ø2
P

P
CD

CD
AD PV
P

AD m m
Ø2

00
AD Ø2
0
0m

AD
m

Ø200
AD
PV

mm P
Ø

V CDP MH
20
CD

P AD PVCDP
0m

CD Ø200mm
P

PV
PV

mm AD
C

00
D

Ø2
P

P
CD
PV
m m
00
MH Ø2 PC
AD AD RC
m
AD 0m
Ø Ø200 60
20 mm P Ø
0m V CDP
m PVCDP
PV AD Ø200mm
Ø

CD
60

P P
0m

CD
PV
m

m
RC

m
00
Ø2
PC

AD

AD
Ø200 MH
mm P
VCD
P PVCDP
AD Ø200mm

MH Ø60 PC
0mm RC
RCP mm
C 00
Ø6

MH Ø600
m m RC
PC
RCPC MH
MH Ø600mm

ADMIN. BLDG.

1 STORM WATER LAYOUT

P-02 SCALE 1:200M

AS-SHOWN
P-02
 QUANTITY 610mm Ø RCPC :
CONCRETE :

REBARS : SINGLE REINFORCEMENT

TONGUE & GROOVE

COLLAR DETAIL DIMENSIONS

CLASS IV RCPC STANDARD ONE LINE

SECTION LONGITUDINAL SECTION NOTE : 3 OF CIRCULAR REINFORCEMENT
P-3 NOT DRAWN TO SCALE
1 DETAIL OF 610mm Ø RCPC All Reinforced Steel Bar Shall be (Fy = 33,000 psi, yield strength)

P-3 NOT DRAWN TO SCALE Concrete Strength, 250 kg/cm² (4,000 psi)
NOTE :
CLASS lV STRENGTH RCPC

2 SECTION
P-3 NOT DRAWN TO SCALE LONGITUDINAL SECTION

HEAVY DUTY MH MH
50mmx50mmx6mm THK. HINGES
ANGLE BAR FRAMING
6mm THK. CHECKERED PLATE
Y COVER (PAINTED FIN.) PEEBLES
CHARCOAL
SAND
F.F.L. 6mm THK. CHECKERED PLATE GRAVEL
COVER (PAINTED FIN.)
MH C.O
INLET C.O OUTLET
PIPE MH MH C.O C.O MH PIPE 12mmØ LIFTING
BAR HANDLE
X X PERPORATED
SLAB
PROVIDE RUBBER
C.O C.O GASKET ALL AROUND SLOPE SLOPE

50mmx50mmx6mm THK. PLAN

SCALE NTS
ANGLE BAR EDGING
PLAN
Y 6mmØ ANCHOR
STEEL BAR
C.O. MH C.O. C.O. MH C.O. C.O. MH C.O.
12mmØ LIFTING
SPOT DETAIL BAR HANDLE
SCALE NTS

H.W.L.
H.W.L.
6mm THK. CHECKERED PLATE
INLET
H.W.L.
H.W.L. COVER (PAINTED FIN.) 500
PIPE PEEBLES H.W.L.
H.W.L.
CHARCOAL OUTLET PIPE
R.C. MANHOLE
SAND F.F.L. 26 26 W/16Ø LIFTING
GRAVEL HANDLE (TYPICAL)

CHLORINE TABLET CONCRETE SLAB

DISPENSER
1ST CHAMBER 2ND CHAMBER FILTER CHAMBER DISINFECTION
CHAMBER
PERPORATED SLAB SECTION TOP OF SLAB

75

150
SCALE NTS
SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE

75
BOTTOM OF SLAB
4 GREYWATER TANK DETAIL
P-3 NOT DRAWN TO SCALE

ELEVATION

AS-SHOWN
P-03
1 RECTANGULAR CONCRETE LINED CANAL/TRENCH WITH FRAME & GRATE
P-4 NOT DRAWN TO SCALE

AS-SHOWN
P-04
 TO VTR

4X2 PVC REDUCER

4X2 PVC REDUCER

4" 45 PVC ELBOW

LOOP VENT

CONNECT TO 45
AREA DRAIN
fco Ø50mm DS 4X4 SANITARY WYE
UPPER FLOOR LINE

Ø50mm RD
fd wc
lav

lav fd
lav fco wc
MAIN STACK JOINT
Ø50mm VTW 45

100mmØ PVCWP
4" 45 PVC ELBOW

4" P-TRAP
hb

Ø50mm RD
100mmØ PVCWP,
(S-1000)
1%-2% SLOPE

4X4 SANITARY WYE FD JOINT

75mmØ PVCSP, LOOP VENT
(S-1000)
LOWER FLOOR LINE

Ø50mm RD
1%-2% SLOPE
4" 45 PVC ELBOW
Ø50mm DS
CONNECT TO
AREA DRAIN
4X4 SANITARY WYE
45
CLEAN OUT

ELEVATION

4" 45 PVC ELBOW

2" P-TRAP
4X4 SANITARY WYE

MH MH MH MH MH MH
45

GREYWATER TANK SEPTIC TANK ADMIN. BLDG. ADMIN. BLDG. LAV. JOINT
(VERIFY EXACT LOCATION) (VERIFY EXACT LOCATION)

2 WATERLINE LAYOUT 1"Ø CWL SUPPLY PIPE

FROM WATERMAIN 3 STORM WATER LAYOUT
P-05
SOURCE (VERIFY EXACT
P-05 WC JOINT
CONNECT TO NEAREST
SEWER LINE
CONNECT TO NEAREST
SEWER LINE
SCALE 1:100M LOCATION) SCALE 1:100M
4" 45 PVC ELBOW
ADMIN. BLDG.

1 SANITARY & STORM WATER LAYOUT 4X4 SANITARY WYE

45
P-05 SCALE 1:100M

4" 45 PVC ELBOW

CLEAN OUT JOINT MAIN STACK JOINT

9 JOINT DETAILS
P-5 NOT DRAWN TO SCALE

4 SEPTIC TANK DETAIL 5 DET. OF FLOAT VALVE

6 CISTERN TANK DETAIL 7 DET. OF LADDER RUNG 8 DET. OF MANHOLE
P-5 P-5 NOT DRAWN TO SCALE P-5 NOT DRAWN TO SCALE P-5 NOT DRAWN TO SCALE
NOT DRAWN TO SCALE P-5 NOT DRAWN TO SCALE

AS-SHOWN
P-05
STRUCTURAL GENERAL NOTES

AS-SHOWN
S-01
AS-SHOWN
S-02
 NOTE:
0.50mm THK.
ALL AXIAL MEMBER SUCH AS VERTICAL MEMBER & PRE-PAINTED RIB-TYPE
DIAGONAL MEMBERS HAVE MEMBER SIZE OF ROOFING SHEETS
2- 50mmX50mmX5mm AND TOP & BOTTOM CHORD 50mmx75mmx1.50mm
MUST HAVE MEMBER SIZE OF 2-75mmX75mmX5mm. C-PURLINS SPACED @
600mm OC WITH Ø12mm
SAGRODS
J-BOLT @ EVERY 3RD
CORR.
4XØM16X250 HD

50
BOLT A307
A A

300
J-SHAPED BOLT A A 100mm THK CHB WALL
A B A A
TOP OF PARAPET SEE TRUSS DETAIL
B B B B B A A
B B B B B B
APPLIED WITH
RB-1 J-BOLT SPACING B B A CEMENTITIOUS
WATERPROOFING
ROOF LEVEL
ANCHOR DETAILING 0.5mm THK PRE-PAINTED ROOFING A A A A A A A A
SHEETS (SEE ARCHITECTURAL
SPECS)

C2 C2 C1

GB-1
GROUND FLOOR LEVEL
IF-2 ROOF PANEL SIDELAP DET.
S IDEWALK LEVEL
ADMIN. BLDG.

4 TRUSS - 1 DETAIL
ADMIN. BLDG. S-04 SCALE 1:30M

1 STRUCTURAL ELEVATION 12mmØ X 6.0m SAGROD

WITH 10mm STUD NUTS 0.50mm THK.
AND WASHERS PRE-PAINTED RIB-TYPE
S-04 SCALE 1:100M ROOFING SHEETS

STUD BOLT DETAIL 50mmx75mmx1.50mm

C-PURLINS SPACED @
600mm OC WITH Ø12mm
SAGRODS

20mm THK BASE PLATE

2∠75x75x5.0mm ∠ BAR
6-Ø20mm 50X450mm 100mm THK CHB WALL
ANCHOR BOLT WITH A A
A A
B B A
TOP BARS @ LEFT SUPPORT (SPAN-1) TOP BARS @ LEFT SUPPORT (SPAN-2) STD NUT & WASHER
B B B A
APPLIED WITH
EXTRA BARS @ LEFT SUPPORT EXTRA BARS @ LEFT SUPPORT
PINNED CONNECTION
B CEMENTITIOUS
WATERPROOFING

TOP BARS @ RIGHT SUPPORT (SPAN-1) TOP BARS @ RIGHT SUPPORT (SPAN-2) A A A A
EXTRA BARS @ RIGHT SUPPORT EXTRA BARS @ RIGHT SUPPORT
0.25L1 0.25L1 0.25L2 0.25L2 20mm THK BASE PLATE

2∠75x75x5.0mm ∠ BAR
6-Ø20mm 50X450mm
ANCHOR BOLT WITH
STD NUT & WASHER

0.125L1 SPLICING 0.125L1 0.125L1 SPLICING 0.125L1

BOT. BARS @ MIDDLE SUPPORT (SPAN-1) BOT. BARS @ MIDDLE SUPPORT (SPAN-1)
ROLLER CONNECTION
BOT. BARS @ RIGHT SUPPORT (SPAN-1) BOT. BARS @ RIGHT SUPPORT (SPAN-1) ADMIN. BLDG.
BOT. BARS @ LEFT SUPPORT (SPAN-1) BOT. BARS @ LEFT SUPPORT (SPAN-2)
TRUSS SUPPORT CONNECTION
SPAN-1 SPAN-2 5 TRUSS - 2 DETAIL
S-04 SCALE 1:30M
ADMIN. BLDG.

2 FTB/GB DETAIL
S-04 SCALE 1:30M

TURNBUCKLE DETAIL
TOP BARS @ LEFT SUPPORT (SPAN-1) TOP BARS @ LEFT SUPPORT (SPAN-1) 100mm THK. CHB WALL
EXTRA BARS @ LEFT SUPPORT (SPAN-1) EXTRA BARS @ LEFT SUPPORT (SPAN-1)
APPLIED WITH
TOP BARS @ RIGHT SUPPORT (SPAN-1) TOP BARS @ RIGHT SUPPORT (SPAN-1) CEMENTITIOUS
TOP BARS @ MIDDLE SUPPORT (SPAN-1) TOP BARS @ MIDDLE SUPPORT (SPAN-1) WATERPROOFING

0.25L1
SPLICING
0.25L1 0.25L2
SPLICING
0.25L2 ADMIN. BLDG.
6-Ø12mm REBARS WITH Ø10 8 TYPICAL TRUSS CONNECTION DETAIL
mm STIRRUPS SPACED @
0.20m OC. S-04 SCALE 1:30M
0.125L1 SPLICING 0.125L1 0.125L1 SPLICING 0.125L1
EXTRA BARS @ RIGHT SUPPORT EXTRA BARS @ RIGHT SUPPORT
BOT. BARS @ RIGHT SUPPORT (SPAN-1) BOT. BARS @ RIGHT SUPPORT (SPAN-2)
EXTRA BARS @ LEFT SUPPORT EXTRA BARS @ LEFT SUPPORT 50
4-Ø10mm LONGITUDINAL
BOT. BARS @ LEFT SUPPORT (SPAN-1) BOT. BARS @ LEFT SUPPORT (SPAN-2) REBARS
75

SPAN-1 SPAN-1
ADMIN. BLDG. 100mm THK. CHB WALL

ADMIN. BLDG. APPLIED WITH

5 CORBEL& GUTTER DETAIL CEMENTITIOUS

3 RB/2FB DETAIL ADMIN. BLDG. S-04 SCALE 1:20M

WATERPROOFING

S-04 SCALE 1:30M

6 PURLINS CONN. DETAIL
S-04 SCALE 1:30M Ø12mm TRANSVERSE
REBARS SPACED @ 0.30m
OC. BW.

ADMIN. BLDG.
7 CONCRETE LEDGE DETAIL
S-04 SCALE 1:20M

AS-SHOWN
S-03
 NOTE: VERIFY ARCHITECTURAL FOR SLOPE

0.10m THK CHB (INTERIOR) WITH 10mmØ TEMP. BARS

10mmØ VERT. BAR SPACED @ @400mmØ BOTHWAYS
0.60m & 10mmØ HORI. BARS @
EVERY 3 LAYERS OF CHB VERIFY SLOPE TOP OF
PCCP ROAD

100mm THK SLAB ON FILL WITH

10mmØ TEMP. REBARS SPACED (COMPACTED BACKFILL)
@ 400 mm O.C. B.W. WITH WELL
1.20 1.20 1.20 EDGE BAR 1-12mmØ COMPACTED AGGREGATE BASE 2-10mmØ
COURSE 50mm GRAVEL BED
CONCRETE LEDGE POLYETHYLENE SHEET
RB-1 RB-1
(DAMP PROOFING)
1.50

1.50

1.50
GB-1 GB-1 TRUSS-1 TRUSS-1
C1 C1 C1 C1 C1 C1 ADMIN. BLDG.

100mm THK. BASE COURSE, 4 RAMP DETAIL

WF-1
IF-1 IF-2 IF-1 WELL COMPACTED TO 95%,
MDD BASED ON ASTM D-698
S-03 SCALE 1:30M
GB-2

GB-2

GB-2

RB-2

RB-2

RB-2
TRUSS-1 TRUSS-1 3-12mmØ

WF-1
LONGITUDINAL BARS
ELEV. ± 0.20m
1.20 FROM SIDEWALK LVL. 1.20 1.20 1-12mmØ
WF-1 GB-1 TRANSVERSE BARS @
300mm O.C.
TRUSS-1 TRUSS-1
1.50

1.50

1.50
C1 GB-1 C2 GB-1 C2 C1 RB-1 RB-1 C2

IF-2
SLAB ON FILL, t=10cm(+25mm
IF-2 IF-2 STANDARD TURN-BUCKLE ADMIN. BLDG.
WF-1 (SEE DETAIL)
FIN.) WITH Ø10mm REBARS
3 WALL FOOTING DETAIL
GB-2

GB-2

RB-2
TRUSS-2

RB-2
SPACED @ 40cm EACHWAY
50X75X1.8 mm C-PURLINS SPACED
@ SEE CROSS SECTION WITH
S-03 SCALE 1:30M
Ø12mm SAGROD WITH Ø10mm
1.20 1.20
STUD KNOTS AND WASHERS

TRUSS-2 ADMIN. BLDG.

1.50

1.50

C2 GB-1 C2 C2 RB-1
CONCRETE LEDGE
C2
5 STAIR ON GRADE DETAIL
S-03 SCALE 1:30M
IF-2 IF--1

ADMIN. BLDG. ADMIN. BLDG. MASONRY WALLS (CHB) C1 C2

(VERIFY ARCHITECTURAL)

1 FOUNDATION PLAN 2 ROOF FRAMING PLAN Ø16

Ø12
Ø16

S-03 SCALE 1:100M S-03 SCALE 1:100M

LINE OF PLINTH/GRADE BEAM 4-Ø16+4-Ø12 8-Ø16

FOOTING SCHEDULE (C21:Fy275) (LEVEL: -1.50m) 250 450 40 250 450 40

GRAVEL FILL, 75-100mm
THK. (COMPACTED)
3 3
TRANSVERSE REBAR, 12mmØ
FOOTING FOOTING DIMENSIONS DEPTH REINFORCEMENT (GRADE 33)
FROM COVER FOOTING TYPE 2 2
MARK L (m) B (m) t (m) X (m) Y (m) Z (m) (mm) AstX(TOP) AstZ(TOP) AstX(BOTTOM) AstZ(BOTTOM)
LONGITUDINAL REBAR, 12mmØ
NGL (GRADE 33)

IF-1 1.50 1.20 0.25 --- --- --- 1.50 75 7 - Ø16 5 - Ø16 ISOLATED 2 a=120cm 2 a=120cm
GRAVEL FILL, 75-100mm 4-Ø16+4-Ø12mm VERT. 8-Ø16mm VERT. BARS
THK. (COMPACTED) 3 b=70cm BARS WITH 10-75 REST @ 3 b=70cm WITH 10-75 REST @ 150mm
IF-2 1.50 1.20 0.30 --- --- --- 1.50 75 7 - Ø16 5 - Ø16 ISOLATED 150mm O.C. O.C.

ELEVATION C1 C2
GRADE/PLINTH BEAM SCHEDULE (C21 : Fy276 (MAIN) : Fy227 (SHEAR)) (LEVEL: -0.40 m) Ø16 Ø16
Ø12
BEAM SIZE BOTTOM REINFORCEMENT TOP REINFORCEMENT WEB REINFORCEMENT REBAR ARRANGEMENT X
SHEAR REMARKS
NUMBERS LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT STIRRUPS
B D SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT
Z 7-12mmØ FOOTING 4-Ø16+4-Ø12 8-Ø16
GB-1 250 350 2-Ø16 3-Ø16 2-Ø16 3-Ø16 3-Ø16 3-Ø16 REBARS (GRADE 33)
+2-Ø16 +2-Ø16 250 450 40 250 450 40
1-Ø10 SPACED @
15-75 &150 O.C. 3 3

2 2
GB-2 250 350 3-Ø16 3-Ø16 3-Ø16 3-Ø16 3-Ø16 3-Ø16 5-12mmØ FOOTING
+2-Ø16 +2-Ø16 REBARS (GRADE 33)
1-Ø10 SPACED @
15-75 &150 O.C.
6-16mmØ COLUMN
REBARS (GRADE 33)
2 a=120cm 4-Ø16+4-Ø12mm VERT. 2 a=120cm 8-Ø16mm VERT. BARS
WITH Ø10mm LATERAL 3 b=70cm BARS WITH 10-75 REST @ 3 b=70cm WITH 10-75 REST @ 150mm
TIES SPACED AT 150mm O.C. O.C.
ROOF BEAM SCHEDULE (C21 : Fy276 (MAIN) : Fy227 (SHEAR)) (LEVEL: 3.00 m) 5-50mm, 5-100mm &
REST 150mm BW. OC.

BEAM SIZE BOTTOM REINFORCEMENT TOP REINFORCEMENT WEB REINFORCEMENT REBAR ARRANGEMENT
SHEAR REMARKS
LINE OF FOOTING
FORMWORKS
NUMBERS LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT STIRRUPS
B D SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT
RB-1 250 350 2-Ø12 3-Ø12 2-Ø12 3-Ø16 3-Ø16 3-Ø16
1-Ø10 SPACED @ PLAN
15-75 &150 O.C.

RB-2 250 350 3-Ø12 3-Ø12 3-Ø12 3-Ø16 3-Ø16 3-Ø16

ADMIN. BLDG.
1-Ø10 SPACED @
15-75 &150 O.C.
6 COLUMN FOOTING DETAIL
S-03 SCALE 1:30M

AS-SHOWN
S-04
 RB-3

IF-2
GB-1
IF-2
RB-1
APEX LEVEL
C2 C2 RB
C2 -3
3
B-
1 R
B- RB RB-2
B-
G G - -1
1 1 RB
SUSPENDED SLAB

IF-1
IF-2

GB
C2

RB
C2
GB

RB
-2
RB-1

-2
-2

-2
GB -2 RB
-2 GB -2 RB
-2 ROOF LEVEL

GB-1

RB-1

RB-3
GB-1

RB-3

RB-1
-2
GB
-2 ELEV. ± 0.20m
GB RB FROM SIDEWALK LVL.
-2 RB
GB -2

GB
-2
C2

C2

RB
RB
IF-2
IF-2

C2
-2

-2
-2
GB-1

-1
GB
GROUND FLOOR LEVEL
G

-1
B-

RB
B-
1

1
IF-2

-3
C2 S IDEWALK LEVEL

RB
C2

R
B-
GB-1

3
IF-2 RB-1 SLAB ON FILL, t=10cm(+25mm
IF-2
FIN.) WITH Ø10mm REBARS
SPACED @ 40cm EACHWAY
RB-3 B OTTOM FOOTING
DOME DOME DOME

1 FOUNDATION PLAN 2 ROOF FRAMING PLAN 3 FLOOR FRAMING PLAN DOME

S-05 SCALE 1:100M S-05 SCALE 1:100M

S-05 SCALE 1:100M 4 STRUCTURAL ELEVATION
S-05 SCALE 1:100M

FOOTING SCHEDULE (C21:Fy275) (LEVEL: -1.50m)

0.15m THK CHB (EXTERIOR)
FOOTING FOOTING DIMENSIONS DEPTH REINFORCEMENT
FROM COVER FOOTING TYPE
WITH 10mmØ VERT. BAR
SPACED @ 0.60m & 10mmØ
MARK L (m) B (m) t (m) X (m) Y (m) Z (m) (mm) AstX(TOP) AstZ(TOP) AstX(BOTTOM) AstZ(BOTTOM)
NGL HORI. BARS @ EVERY 3 LAYERS
OF CHB
IF-1 1.50 1.20 0.25 --- --- --- 1.50 75 7 - Ø16 5 - Ø16 ISOLATED 100mm THK SLAB ON
FILL WITH 10mmØ
IF-2 1.50 1.20 0.30 --- --- --- 1.50 75 7 - Ø16 5 - Ø16 ISOLATED TEMP. REBARS
SPACED @ 400 mm
MASONRY WALLS (CHB)
O.C. B.W. WITH WELL
GRADE/PLINTH BEAM SCHEDULE (C21 : Fy276 (MAIN) : Fy227 (SHEAR)) (LEVEL: -0.40 m)
(VERIFY ARCHITECTURAL)
COMPACTED
AGGREGATE BASE

100
COURSE
BEAM SIZE BOTTOM REINFORCEMENT TOP REINFORCEMENT WEB REINFORCEMENT REBAR ARRANGEMENT
SHEAR REMARKS
NUMBERS LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT STIRRUPS
B D SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT LINE OF PLINTH/GRADE BEAM

300
100mm THK. BASE COURSE,
GB-1 250 400 2-Ø16 3-Ø16 2-Ø16 3-Ø16 3-Ø16 3-Ø16 WELL COMPACTED TO 95%,
GRAVEL FILL, 75-100mm
+2-Ø16 +2-Ø16 MDD BASED ON ASTM D-698
1-Ø10 SPACED @ THK. (COMPACTED)
15-75 &150 O.C. 3-12mmØ
TRANSVERSE REBAR, 12mmØ
(GRADE 33) LONGITUDINAL BARS

250
LONGITUDINAL REBAR, 12mmØ
1-12mmØ
GB-2 250 350 3-Ø16 3-Ø16 3-Ø16 3-Ø16 3-Ø16 3-Ø16 (GRADE 33) TRANSVERSE BARS @
+2-Ø16 +2-Ø16 300mm O.C.
1-Ø10 SPACED @
15-75 &150 O.C.
GRAVEL FILL, 75-100mm
THK. (COMPACTED) 400

ROOF BEAM SCHEDULE (C21 : Fy276 (MAIN) : Fy227 (SHEAR)) (LEVEL: 3.00 m) ELEVATION WALL FOOTING

BEAM SIZE BOTTOM REINFORCEMENT TOP REINFORCEMENT WEB REINFORCEMENT REBAR ARRANGEMENT
SHEAR REMARKS X
NUMBERS LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT LEFT MID SPAN RIGHT STIRRUPS
B D SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT SUPPORT
RB-1 200 400 2-Ø16 3-Ø16 2-Ø16 3-Ø16 3-Ø16 3-Ø16 Z 7-16mmØ FOOTING
REBARS (GRADE 33)
1-Ø10 SPACED @
15-75 &150 O.C.

RB-2 200 350 3-Ø12 3-Ø12 3-Ø12 3-Ø16 3-Ø16 3-Ø16

+2-Ø16 +2-Ø16
1-Ø10 SPACED @ 5-16mmØ FOOTING
REBARS (GRADE 33)
15-75 &150 O.C.
8-16mmØ COLUMN
REBARS (GRADE 33)
RB-3 150 250 2-Ø12 2-Ø12 2-Ø12 2-Ø16 2-Ø16 2-Ø16 WITH Ø10mm LATERAL
TIES SPACED AT 15-75
1-Ø10 SPACED @ mm & REST 150mm BW.
15-75 &150 O.C. OC.

LINE OF FOOTING
FORMWORKS

DOME
PLAN
5 COLUMN FOOTING DETAIL
S-05 SCALE 1:30M

AS-SHOWN
S-05
 C2

Ø12

12-Ø12

300 750 40
4
APEX LEVEL RB-1
3
2
TOP LEVEL
2 a=176cm 12-Ø12mm VERT. BARS
3 b=123cm WITH 10-75 REST @ 150mm
4 c=72cm O.C.
C1 C1
C2
C1 GB-1 C2 C1 RB-1 C1

B OTTOM LEVEL
IF-1 IF-1

C2
R OAD LEVEL C1 12-Ø12

300 750 40
4
IF1 IF1 WF1 3
GATE GATE GATE 2

1 FOUNDATION PLAN 2 BEAM FRMAING PLAN 3 STRUCTURAL ELEVATION

S-06 S-06 S-06 2 a=176cm 12-Ø12mm VERT. BARS
SCALE 1:100M SCALE 1:100M SCALE 1:100M
3 b=123cm WITH 10-75 REST @ 150mm
c=72cm O.C.

TOP BARS @ LEFT SUPPORT OF 135

SPAN-1 TOP BARS @ LEFT SUPPORT OF

6d
SPAN-2

B
TOP BARS @ RIGHT SUPPORT OF SPAN-1 SECTION DETAILS db

CONFINEMENT TIES
TOP BARS @ RIGHT SUPPORT OF SPAN-2

H3(SEE SCHEDULE)
TOP BARS @ MIDDLE TOP BARS @ MIDDLE TOP BARS
SUPPORT OF SPAN-1 SUPPORT OF SPAN-2 CONCRETE BEAM
ADDITIONAL ROW OF TOP
BARS (AS REQUIRED) ℄
0.25 L1 0.3L1 or 0.3L2 0.3L1 or 0.3L2 0.3L2 or 0.3L3

Y3
GREATER GREATER GREATER GREATER

EQUAL

SEE SCHEDULE
40mm CLEAR TO

LAP SPLICE
LAP SPLICE
STIRRUPS TYPICAL

EQUAL

hx hx
D

Bs
BEAM

1.3ld
1.3ld
EQUAL
STIRRUPS

BOT BARS @ MIDDLE

600
BOT BARS @ MIDDLE ADDITIONAL ROW OF BOTTOM

CONFINEMENT TIES
SUPPORT OF SPAN-1 SUPPORT OF SPAN-2 BARS (AS REQUIRED) hx hx hx

(SEE SCHEDULE)
BOT BARS @ RIGHT BOT BARS @ RIGHT
BOTTOM BARS h
SUPPORT OF SPAN-1 SUPPORT OF SPAN-2 WEB BARS
0.125 L1 0.125 L1 0.125 L2 0.125 L2
BOT BARS @ LEFT W (TYPICAL)

SPLICE ZONE

SEE SCHEDULE
BOT BARS @ LEFT

Y3
CLOSED TIES
SUPPORT OF SPAN-1 SUPPORT OF SPAN-2 SEE SCHEDULE
2D 2D 2D 2D
NO SPLICE NO SPLICE NO SPLICE NO SPLICE NOTE:

TIES
L1 L2 L3 SLAB REINFORCEMENT

(SEE SCHEDULE)
NOT SHOWN FOR CLARITY
14 Ø12mm REBARS SPACED @
13
0.30mm OC. SPAN - 1 SPAN - 2 SPAN - 3

CONFINEMENT
12
11
10
Ø10mm NOSING REBARS
SPACED @ 0.30mm OC.

Y2
9
8 TYPE OF STIRRUPS
7 Ø10mm TRANSVERSE REBARS
6
5
SPACED @ 0.30mm OC.
4
3 Ø12mm LONGITUDINAL REBARS 14 13 12 11 10 9 8 7 6 5 4 3 2 1 6 5 4 3 2 1
2
1
SPACED @ 0.30mm OC.

Ø12mm LONGITUDINAL REBARS

SPACED @ 0.30mm OC.

FOOTING
Ø12mm TRANSVERSE REBARS

DEPTH
SPACED @ 0.21mm OC.

5 SEISMIC RESISTANT BEAM/GIRDER DETAIL

S-6 (SCALE 1:50)

(Comp.)
500 MIN. 500 MIN.

Ld
LENGTH OR WIDTH

3 STAIR SECTION 4 STAIR PLAN

S-06 SCALE 1:100M S-06 SCALE 1:100M 6 SEISMIC RESISTANT COLUMN DETAIL
S-6 (SCALE 1:50)

AS-SHOWN
S-06
 1.00 1.00 4.325

0.10
0.20 0.44 2.00 0.50 1.285
0.20
L EVEL 4

0
1. 0

0.15

2.50
0
1.0

4.325
0.05
26-Ø12mm 0.10
Ø75mm PVC DRAIN OR LONGITUDINAL 0.20 0.44 2.00 0.50 1.285

2.65

2.50
WEEPHOLES WITH FILTER REBARS (GRADE 33)
0
1.0

CLOTH TIED AT THE INNER L EVEL 3

END OF THE WEEPHOLES

2.50
2-Ø12mm VERTICAL
AND 100mm MEDIUM
REBARS (GRADE 33)
GRAVEL AND 120mm FINE
SPACED @ 0.40m
GRAVEL SPACED EVERY
BOTH WAYS.
CENTER OF THE WALL
AREA DRAIN
(SEE DETAIL)
3.22°

2.50
CONCRETE TOMB
(SEE DETAIL) 4.325

0.10
7-Ø12mm
0.20 0.44 2.00 0.50 1.285
LONGITUDINAL

0.90

0.90
REBARS (GRADE 33)
HEEL SLAB L EVEL 2

1.20
1-Ø16mm
TRANSVERSE REBARS
0.075

0.82
(GRADE 33) SPACED @
0.30m BW

0.30

0.30
0.10

2.00
TOE SLAB

2.50
0.075
0.10m THK. GRAVEL
FILL, COMPACTED
0.60 0.40 0.80 0.60 0.40 0.80 L EVEL 1
1.80 1.80

RETAINING WALL RETAINING WALL RETAINING WALL

2 ISOMETRIC 3 SECTION DETAIL 4 ELEVATION

S-07 SCALE NTS S-07 SCALE 1:30M S-07 SCALE 1:30M

RETAING WALL DESIGN PARAMETERS

MATERIALS PROPERTIES
f'c = 21 MPa STRUCTURAL CONCRETE
(CLASS A, 21 MPa)

fy = 276 MPa 6mmØ - 15mmØ

FINE GRAVEL, t = 120mm

25mmØ - 39mmØ
EXTERNAL STABILITY: MEDIUM GRAVEL, t = 120mm

FACTOR OF SAFETY AGAINST SLIDING = 1.50

FACTOR OF SAFETY AGAINST OVERTURNING = 2.00 S=0.5%

120
ANGLE OF INTERNAL FRICTION = 33°

120
COHESION = 0.00 KPa
UNIT WEIGHT OF SOIL = 18 kN/cu.m. 120 120

FILTER CLOTH OR SACK CLOTH TIED

UNIT WEIGHT OF CONCRETE = 24 kN/cu.m. AT THE INNER END OF THE WEEPHOLES

FRICTION COEFFICIENT = DRAIN OR WEEPHOLES

(100mmØ PVC)

NOTE: RETAINING WALL

ALLOWABLE SOIL BEARING CAPACITY = 100 Kn/m2 5 WEEPHOLE DETAIL

S-07 SCALE 1:30M

RETAINING WALL
6 WEEPHOLE PLAN
1 DETAIL OF REINFORCED CONCRETE CANTILEVER RETAINING WALL W/O SHEAR KEY S-07 SCALE 1:30M
S-7 NOT DRAWN TO SCALE

AS-SHOWN
S-07