NOTES & SPECIFICATIONS: LEGEND:
1.0 ALL PLUMBING WORKS INCLUDED HEREIN SHALL BE DONE IN
DISTRICT LINE
GV
CV
CB1 CB1 CB1
TO WATER
VTR CONFORMITY WITH THE PHILIPPINE PLUMBING CODE, THE SEPTIC VAULT
SV
DS DS DS NATIONAL BUILDING CODE AND THE ORDINANCES OF THE CITY
TO STREET
WM
SH F CONCERNED.
CO
LAV FD SEWER WC WATER CLOSET
VTR VTR
WC 2.0 COORDINATE THE DRAWINGS WITH OTHER RELATED PLANS
AND SPECIFICATIONS, THE ENGINEER AND /OR THE ARCHITEcT CO CLEAN OUT
LAV SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCY FOUND
THEREIN. LAV LAVATORY
KS
CB2 3.0 ALL PIPES SHALL BE INSTALLED AS INDICATED ON THE PLANS VTR VENT THRU-ROOF
AND SPECIFICATIONS. ANY RELOCATION NECESSARY OR
REQUIRED FOE THE PROPER INSTALLATION OF OTHER TRADE DS DOWN SPOUT
WORKS SHALL HAVE PRIOR APPROVAL OF THE ENGINEER
AND/OR THE ARCHITECT.
CB CATCH BASIN
4.0 THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES AND
STRUCTURES AT SITE THEIR EXACT LOCATION, DEPTH AND RD ROOF DRAIN
CB2 INVERT ELEVATION FOR PROPER COORDINATION WITH THE
PROPOSED SANITARY AND STORM DRAINAGE LINES EFFLUENT / F FAUCET
DISPOSAL POINT . THE WATER SERVICE CONNECTION OR
TAPPING POINT. KS KITCHEN SINK
SEPTIC 5.0 THE SLOPE FOR HORIZONTAL SANITARY AND STORM CV CHECK VALVE
CB2 DS CB2 TO STREET
VAULT DRAINAGE LINES SHALL BE MAINTAINED AT 1% (0.01) AND 1/2
SEWER GATE VALVE
PERCENT (0.005)MINIMUM RESPECTIVELY UNLESS NOTED OR GV
SPECIFIED OTHERWISE.
WM WATER METER
6.0 PROVIDE AIR CHAMBER MADE OF CAPPED 300MM LONG
VERTICAL EXTENSION PIPE TO ALL INDIVIDUAL WATER SUPPLY HB HOSE BIBB
SCALE 1:100 MTS. SCALE 1:20 MTS.
PIPETO FIXTURES. THE SIZE OF THE WATER SUPPLY PIPE TO
FIXTURE SHALL BE CONFORM WITH THE MANUFACTURER'S
SS SOIL STACK
RECOMMENDATIONS.
7.0 ALL WATER LINES SHALL BE HYDROSTATICALLY TESTED AT ONE
HUNDRED PSI , SANITARY AND STORM DRAINAGE LINES GRAVITY
3.00 AND/OR FLOW TESTED FOR A MINIMUM DURATION OF TWO
HOURS . THERE SHALL BE NO MANIFEST OF LEAK OR LEAKAGES
1.00 1.00 0.80 BEFORE PIPING ARE ALLOWED TO BE BURRIED OR COVERED.
0.50 0.50 0.50
8.0 ALL PIPE SIZES OF WATER LINES ARE EXPRESSED IN INTERNAL
DIAMETER THE SAME AS G.I. PIPES. IN CASE ANOTHER KIND OF
MATERIAL (PIPE) IS SPECIFIED, THE INTERNAL DIAMETER OF NEW
PIPING SHALL CONFORM WITH THE REQUIRED INTERNAL
DIAMETER (SIZE) AS SPECIFIED IN THE PLANS AND
SPECIFICATIONS.
0.50
1.10
MANHOLE MANHOLE MANHOLE
10mm REINFORCEMENT BARS
P L A N :
SPCD. @ 0.20m ON CENTER
BOTHWAYS
10mm REINFORCEMENT BARS
MANHOLE COVER WITH
SPCD. @ 0.20m ON CENTER
BOTHWAYS AS SHOWN
3.00
1.00 1.00 0.80 GRAVEL BASE GRAVEL BASE
0.50 0.50 0.50
100mm THK. CHB WITH S E C T I O N: S E C T I O N:
AS SHOWN
MANHOLE MANHOLE MANHOLE
@ .30m ON CENTER B.W.
AIRSPACE AIRSPACE
100MM THK. CHB WALL
WITH 10mm HOR. &
VERTICAL BARS SPCD. @
DIGESTIVE CHAMBER DIGESTIVE CHAMBER LEACHING 0.60m ON CENTER
WELL
P L A N : P L A N :
1% SLUDGE SLOPE 1% SLUDGE SLOPE CB2 DETAIL
0.20
SCALE 1:100 MTS.
GRAVEL BASE
CB1 DETAIL
SCALE 1:100 MTS.
S E C T I O N: 0.30
2-10mm CONT'S. BARS & 10mm
10mm REINFORCEMENT BARS TRAN'S BARS SPCD. @ 0.30m O.C.
SPCD. @ 0.20m ON CENTER
BOTHWAYS
SCALE 1:20 MTS.
PREPARED BY: CERTIFIED BY: PROJECT TITLE: OWNER: SHEET CONTENTS: REPUBLIC ACT. 545 Section 25(4) R E V I S I O N S DESIGNED BY: SHEET NO:
IMPORTANT: These drawings and DATE REMARKS CHECKED BY:
specifications duly signed, stamped or sealed DATE:
as instrument of services are the property and
DRAWN BY:
document of the Architect, whether the
SANITARY ENGINEER/MASTER PLUMBER
ONE STOREY RESIDENTIAL BLDG. objects for which they are made is executed DATE:
PRC REG. NO: LOCATION:
AS SHOWN or not. It shall be unlawfull for any person
without the written consent of the Architect or
FILENAME:
ADDRESS: Author of the said document to duplicate or
PTR NO: to make copies of the said documents for use
DATE ISSUED: AT: in repitition and for the projects or buildings.
TIN:
