GENERAL NOTES:
7.00
7.00
4.00
1.
3.00
3.20
POURED CONCRETE
COVER
3.80
ALL PLUMBING WORKS INCLUDED HEREIN SHALL BE EXECUTED ACCORDING TO THE PHILIPPINE PLUMBING CODE, THE NATIONAL
BUILDING CODE, AND THE RULES AND REGULATIONS OF LOCAL GOVERNMENT AUTHORITIES CONCERNED.
2.
0.50
FCO
ALL WORKS SHALL BE DONE UNDER DIRECT SUPERVISION OF A LICENSED AND REGISTERED MASTER PLUMBER OR A PLUMBING
ENGINEER.
0.50
4.
ALL WORKS SHALL CONFORM TO THE BUILDING OWNER'S REQUIREMENTS OR GUIDELINES AND SITE CONDITIONS AND INCLUDE ALL
SINK
3.50
ALL PIPE SIZES ARE IN MILLIMETER AND ALL DIMENSIONS ARE IN METERS UNLESS SPECIFIED.
3.00
3.
0.05
CONCRETE
COVER WITH
HANDLE BAR
FCO
0.40
BAR
0.05
0.10M THK CHB
WALL
COORDINATE THE DRAWING WITH OTHER RELATED DRAWINGS AND SPECIFICATIONS, THE DESIGN ENGINEER SHALL BE NOTIFIED
IMMEDIATELY OF ANY DISCREPANCY FOUND HEREIN.
ALL SLOPE FOR HORIZONTAL DRAINAGE SHALL MAINTAIN A 2% UNLESS OTHERWISE SPECIFIED. ALL SLOPES FOR HORIZONTAL SEWER
LAV
SHALL MAINTAIN 1% UNLESS SPECIFIED.
0.10
WC
10. THE CONTRACTOR SHALL VERIFY ALL THE EXISTING UTILITIES AT THE SITE AND COORDINATES THE WORK WITH THE SEWER LINE
3.50
SIZES OF SEWER AND WATER SUPPLY PIPE TO FIXTURES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
3.50
9.
11.50
11.50
1.00
WC
PVC PPE
2%SLOPE
VERIFY
0.50
1.00
9.00
9.00
PROPER PLUMBING / SANITARY UTILITIES SHALL CONFORM TO THE ACTUAL LOCATION, DEPTH AND INVERT ELEVATION OF ALL
EXISTING PIPES AND STRUCTURES AS VERIFIED BY THE CONTRACTOR.
8.
LAV
FD
TRADES SHALL BE WITH PRIOR APPROVAL OF THE ARCHITECT OR DESIGNER.
7.
1.50
FCO
ALL PIPES SHALL BE INSTALLED AS INDICATED ON PLANS, ANY RELOCATION REQUIRED FOR THE PROPER EXECUTION OF OTHER
1.00
6.
5.50
5.
5.50
COST EXPENSES NECESSARY TO COMPLETE THE SYSTEMS.
FCO
FD
EFFLUENT DISPOSAL POINT AND WATER LINE SERVICE CONNECTING POINT.
0.10M THK
CHB WALL
PLAN
6.00
6.00
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ON SITE COORDINATION, PREPARE CONSTRUCTION SHOP DRAWINGS, FIXTURES AND
EQUIPMENT DIMENSIONS. INFORM OR ADVICE THE OWNER / ARCHITECT / ENGINEER OF ANY TECHNICAL / MAINTENANCE PROBLEM
POURED CONCRETE
BOTTOM
SECTION
FOUND HEREIN OR ON THE SITE.
2.50
4.00
REQUIREMENT BY THE BUILDING OWNER.
EXCEEDING 135'.
2.50
SEPTIC
TANK
13. CLEAN OUT SHALL BE INSTALLED NOT TO EXCEED 15 METERS ON STRAIGHT RUN AND FOR EACH AGGREGATE CHANGE IN DIRECTION
2.50
4.00
12. THE CONTRACTOR SHALL INCLUDE ALL THE COST OR EXPENSES NECESSARY TO COMPLETE THE SYSTEM AND TESTING
6
P-1
SCALE:
1:10M.
14. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR, DE-CLOGGING, RESEALING OF EXISTING SEWER, VENT AND WATER LINES UP TO
3.00
1.00
3.00
BUILDING MAIN LINE. ALL EXPENSES IN ACCOUNT OF CONTRACTOR'S.
8.00
15. ALL PLUMBING PIPES AND EQUIPMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE PLUMBING CODE AND HAVE SUFFICIENT
VARIES
7.00
0.10
0.90
L
WORKING CLEARANCE OR SPACE FOR MAINTENANCE OR REPAIR.
NO DOUBLE TRAP SHALL BE USED.
TAP TO NEAREST
STREET SEWERLINE
TAP TO NEAREST
STREET SEWERLINE
MANHOLE
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHIPPING WORKS, EXCAVATION, AND INSTALLATION OF PLUMBING PIPES AND
EQUAL
0.60
0.10
0.10
0.60
MANHOLE
MANHOLE
PROVIDE BEVEL CUT MARKER
FOR EACH COVER
NOTE:
ADDITIONAL REBARS IS A MUST
IF LOCATED AT DRIVEWAY
FIXTURES, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT
P-1
1:100M.
SCALE:
1:100M.
19. WATER PIPE / LINE SHALL BE 300mm ABOVE THE TOPE OF THE SEWER OR DRAINAGE PIPE / LINE. DISTANCE OF 300mm BETWEEN
WATER PIPE AND SEWER OR DRAINAGE PIPE, IF PLACE IN THE SAME TRENCH.
7.00
LIQUID FLOW PRIOR TO START OF THE PIPE INSTALLATION.
TO SEWER LINE
7.00
4.00
AT 600MM ON CENTER
3.00
3.20
AT 600MM ON CENTER
3.80
0.10
20. PLUMBING CONTRACTOR SHALL VERIFY AND INVESTIGATE THE ACTUAL EXISTING PIPE, SLOPES AND DIRECTION OF WATER / SEWER
3.00
2
SCALE:
W
P-1
WITH SANITARY AND SAFE OPERATING CONDITION.
VARIES
1
18. THE BUILDING OWNER / CONTRACTOR SHALL MAINTAIN THE PLUMBING AND DRAINAGE SYSTEM OF HIS PREMISES IN ACCORDANCE
PLAN
NON-SKID COVER
FINISH FLOOR LINE
G.I. FERRULE
3MM C.I. BEND
3.50
3.00
PLUG
0.10
0.60
MANHOLE
(AEROFLEX) FOR FCU DRAIN PIPE INSTALLED ABOVE CEILING AND PROVIDE P-TRAP ON DRAIN LINE FOR FCU ON APPROVED LOCATION.
EQUAL
TAP TO NEAREST
STREET SEWERLINE
0.10
16. ALL SEWER, WASTELINES, FCU DRAINS SHALL BE PROVIDED WITH 12mm (21") THICK CLOSE CELL ELASTOMERIC THERMAL INSULATION
1.00
PIPE CHANNEL
REMOVABLE
BRASS
COVER
0.15
2.50
2.50
1:100M.
2.50
REG. NO.:
3.00
PVC LENGTH AS
REQUIRED
1.00
ISSUED ON:
0.06
AIR SPACE
SCUM
SCUM
DIGESTION CHAMBER # 1
EQUAL
DIGESTION CHAMBER # 2
LEACHING CHAMBER
EQUAL
TO SEWER LINE
10% SLOPE
10% SLOPE
10% SLOPE
AT 300MM ON CENTER
8.00
7.00
WATER-PROOF
INTERIOR SURFACE
SECTION
3
7
4
SCALE:
P-1
1:100M.
PROJECT TITLE/ LOCATION:
P-1
SCALE:
OPWNER:
TWO-STOREY
RESIDENTIAL
SCALE:
1:25M.
1:100M.
DESIGNED BY:
CHECKED BY:
MR. NOEL F. ANG
APPROVED BY:
PUROK 3, SAN ROQUE, SAN RAFAEL, BULACAN
ISSUED AT:
AIR SPACE
SCUM
3.00
DRAWN BY:
ENGINEER
AIR SPACE
M
TIN NO.:
P.T.R.:
0.6
GV
CV
P-1
ENGINEER:
0.6
4.00
PVC P-TRAP
SCALE:
PIPE
0.6
"D"
6.00
3.50
F/SHO
1.50
1.05
0.15
0.30
LAV
6.00
3.50
LIFTING EYE
11.50
11.50
GV
TAP TO MAIN
DISTRIBUTION
WATERLINE
6
AT 300MM ON CENTER
RISER
4.00
P-1
FOR EACH COVER
9.00
1.00
9.00
RISER
LAV
RUBBER
COMPRESSION
GASKET JOINT
0.06
PROVIDE BEVEL CUT MARKER
1.00
F/SHO WC LAV
WC
FINISH FLOOR LINE
0.60
0.15
1.50
GV
5.50
C.I. LENGTH AS REQUIRED
5.50
NOTE:
DATE PRINTED:
SHEET CONTENTS
GROUND FLOOR SANITARY & STORM DRAINAGE LAYOUT
SECOND FLOOR SANITARY & STORM DRAINAGE LAYOUT
GROUND FLOOR COLD WATERLINE
SECOND FLOOR COLD WATERLINE
GENERAL NOTES
ISOMETRIC
PIPE SIZES
SEPTIC TANK DETAIL
CATCH BASIN DETAIL
LEGEND
PIPE FIXTURE DETAIL
WATER METER CONNECTION DETAIL
SHEET NO.:
P-1
1