LEGEND: GENERAL NOTES:
1. ALL PLUMBING WORKS INCLUDED HEREIN SHALL BE EXECUTED IN
F FAUCET ACCORDANCE TO THE PROVISION OF THE REVISED NATIONAL PLUMBING
CODE OF THE PHILIPPINES, 1999 EDITION, THE NATIONAL PLUMBING CODE
AND LOCAL RULES AND REGULATIONS OF THE MUNICIPALITY.
SH SHOWER 2. COORDINATE THE DRAWINGS WITH OTHER RELATED DRAWINGS AND
SPECIFICATIONS. THE ENGINEER AND/OR THE ARCHITECT SHALL BE
BT BATH TUB NOTIFIED IMMEDIATELY OF ANY DISCREPANCY FOUND HEREIN.
3. ALL PIPES SHALL BE INSTALLED AS INDICATED, ANY RELOCATION
REQUIRED FOR PROPER EXECUTION OF THE PLUMBING WORK SHALL BE
FD FLOOR DRAIN WITH PRIOR APPROVAL OF THE ENGINEER AND/OR THE ARCHITECT.
4. PROPOSED SANITARY UTILITIES SHALL CONFORM TO THE ACTUAL
WC WATER CLOSET LOCATION, DEPTH AND INVERT ELEVATIONS OF ALL EXISTING PIPES AND
STRUCTURES AS VERIFIED BY THE CONTRACTOR.
5. ALL SLOPES FOR HORIZONTAL DRAINAGE SHALL MAINTAIN TWO
CO CLEAN OUT
PERCENT (0.02) AND ONE PERCENT (0.01) MINIMUM UNLESS OTHERWISE
SPECIFIED.
DS DOWNSPOUT 6. WATER SUPPLY PIPE TO FIXTURE SHALL BE SIZED IN ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS AND/OR PLUMBING CODE.
CB CATCH BASIN 7. ALL BRANCHES OF FIXTURE OR GROUP OF FIXTURES SHALL BE PROVIDED
WITH AIR CHAMBER MADE OF CAPPED VERTICAL EXTENSION PIPE OF
MH MANHOLE
300mm MIN. TO 450mm MAX. 8.01m
8. ALL WATER LINES SHALL BE HYDROSTATICALLY TESTED @ 100 PSI FOR A 8.01m
PERIOD OF TWO (2) HOURS BEFORE BURIED OR COVERED. GALVANIZED
MANHOLE
SV SEPTIC VAULT IRON (G.I.) PIPES DIRECTLY IN CONTACT WITH SOIL SHALL BE PROVIDED
4.92m 4.92m
WITH TWO COATS OF COAL TAR AND WRAPPED WITH JUTE SACK AND
PAINTED WITH IN COAL TAR.
ST SEPTIC TANK
9. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES @ SITE AND
3.09m 3.09m
CB
COORDINATE THE WORK WITH THE SEWER AND WATERLINE SERVICE 3.886m
CONNECTING/ TAPPING POINT.
10. ALL PIPE SIZES AND OTHER DIMENSIONS ARE IN MILLIMETER (MM) 0.229m 1.067m 0.114m 1.067m 0.114m 1.067m 0.229m
UNLESS OTHERWISE SPECIFIED AND ARE INDICATIVE OF INSIDE DIAMETER.
0.229m
4.15m
4.15m
L
F
PIPE
co
WAL
ALL
PVC
IREW
2.286m
75mm
1.829m
FIRE
5.14m
5.14m
MANHOLE MANHOLE MANHOLE
F
CHB
1.79m
1.79m
CHB
m
11.62m
11.62
FD
0.229m
FD
FD BT BT
F WC DS
ST
co F
1.78m
WC CB
SEPTIC TANK PLAN
1.78m
MH SV
co
12.82m
m
12.82
MH
BT
5.69m
5.69m
MH
FD WC
4.496m
2.57m
co
0.102m
0.114m 0.114m 0.229m
F FD FD 0.305m 0.229m 1.067m 1.067m 1.067m 0.305m
0.076m
SH
0.152m
0.457m
GE
5.9m
AINA
DS
0.305m
C DR
CB
UBLI
DIGESTION CHAMBER LEECHING WELL LEECHING WELL
TO P
3.33m
1.6m
1.143m
GE
3.78
0.305m
m
3.76m
F
AINA
GE
AINA
C DR
0.305m
C DR
4.22
UBLI
4.22m
m
UBLI
0.305m
0.305m
TO P
8m
8m
TO P
SEPTIC TANK SECTION
GROUND FLOOR PLAN FIRST FLOOR PLAN
SCALE 1:100 MTS SCALE 1:100 MTS
STORM DRAINAGE & SANITARY LAYOUT SEPTIC TANK DETAIL
SCALE 1:100 MTS SCALE 1:100 MTS
THIS DRAWING IS AN INSTRUMENT OF
DOCUMENTS OWNED BY: SERVICE AND IS THE PROPERTY OF CIVIL ENGINEER PROJECT TITLE / LOCATION APPROVED SHEET CONTENT SHEET NO.
_______ AND AS SUCH MUST NOT BE
REPRODUCED OR COPIED IN PART OR KEVIN GABRIEL P. ABESA PLUMBING PLAN
VANGUARD ZERO IN WHOLE WITHOUT THEIR
PERMISSION. ALL DRAWINGS ARE TO NAME ENGR. ANGELICA L. FROA A
BE RE - TURNED WHEN NO LONGER IN
ENGINEERING FIRM NAME /LOGO USE.
16-12688 INSTRUCTOR
J Hernandez Avenue, Naga City Camarines Sur
REPUBLIC ACT 9266 ARTICLE IV,
SN ADDRESS ADDRESS
5
ADDRESS SECTION 33 & R.A. 8293 BLOCK
NWb UNIVERSITY OF NUEVA CACERES
#181 Zone 4 Igualdad, Naga City, Camarines Sur
