MATERIAL SPECIFICATIONS:
4328
11350
D2
DOUBLE GARAGE
D3
D3
D1
D1
ENTRY
F.D.
PORTICO
2165
SEPTIC TANK
D3
FOR DISTRIBUTION
SHALL BE HIGH DENSITY POLYPROPYLENE
RANDOM & ROUGHING-IN COPOLYMER
D2
KITCHEN
TOILETS PIPE MATERIALS. "REHAU, GINDE,
ATLANTA PPR, MOLDEX, THERMOVAR"
BRAND OR APPROVED EQUAL.
SEWER LINES
D1
SHALL BE POLYVINYL CHLORIDE (PVC)
PIPE SERIES VENT PIPES 1000 "EMERALD,
NELTEX, ATLANTA" BRAND OR APPROVED
EQUAL. FITTINGS SHALL BE SOLVENT
CEMENT JOINT TO ASTM D2564.
KITCHEN
SHALL BE POLYVINYL CHLORIDE (PVC)
PIPE SERIES WASTE LINES 1000 "EMERALD,
NELTEX, ATLANTA" BRAND OR APPROVED
EQUAL.FITTINGS SHALL BE SOLVENT
CEMENT JOINT TO ASTM D2564.
5. ALL SLOPES FOR HORIZONTAL DRAINAGE
SHALL MAINTAIN 1% UNLESS OTHERWISE
SPECIFIED.
LAUNDRY
W2
4629
LIVING ROOM
MASTER SUITE
W1
F.D.
GROUND FLOOR
WATER LINE & DRAINAGE LAYOUT
GATE VALVES
"KITZ, TOZEN" OR APPROVED EQUAL.
WATER METER
"BADGER, ARAD" OR APPROVED EQUAL.
CHECK VALVES
NON-SLAM CAST IRON BODY/BRASS
FITTINGS, "BERMAD" BRAND OR APPROVED
EQUAL
LAVATORY
F.D.
FLOOR DRAIN
F
FAUCET
DP
DRAINAGE PIPE
DS
DOWNSPOUT
1500
1500
1000
1000
600
SOIL PIPE
1500
1500
150
1200
LAV
150
WATER CLOSET
HYDRAULIC OPERATED, CAST IRON
BODY/BRASS FITTINGS, ASTM STANDARD.
8. ALL PIPE SIZES AND ALL DIMENSIONS ARE
IN MILLIMETERS UNLESS OTHERWISE
SPECIFIED.
WC
SHALL BE CONCRETE DRAIN PIPE
TONGUE & GROOVE , MORTAR JOINTS.
FLOAT VALVES
LEGEND:
CO
STORM DRAINAGE
7. THE CONTRACTOR SHALL VERIFY ALL
EXISTING UTILITIES AT SITE, COORDINATE
THE WORKS WITH THE SEWER LINE
EFFLUENT DISPOSAL POINT AND WATER LINE
SERVICE CONNECTING POINT.
17815
SP
JOINT TO ASTM D2564.
6. SIZE OF WATER SUPPLY PIPES TO
FIXTURES SHALL BE IN ACCORDANCE WITH
THE MANUFACTURER'S INSTRUCTIONS.
W2
W1
ATLANTA" BRAND OR APPROVED EQUAL.
D2
ENSUITE
SHALL BE POLYVINYL CHLORIDE (PVC)
PIPE SERIES 1000 "EMERALD, NELTEX,
FITTINGS SHALL BE SOLVENT CEMENT
A
SLIDING DOOR
DINNING AREA
DOWNSPOUT
2000
6765
B
12180
5400
BATH
W3
SHALL BE PROVIDED WITH CORROSION,
COATED WITH COALTAR AND WRAP WITH
BURLAP.
4. ALL PIPES SHALL BE INSTALLED AS
INDICATED ON PLANS. ANY RELOCATION
REQUIRED FOR PROPER EXECUTION OF
OTHER TRADE SHALL BE WITH PRIOR
APPROVAL OF THE ARCHITECT OR
ENGINEER.
D1
W.C.
"APO, SUPREME" BRAND OR APPROVED
(PPRC) CLASS PN-20 POLYPROPYLENE OF
D2
W3
SHALL BE GALVANIZED IRON (G.I.) PIPE
SCHED. 40, (RISER & LATERAL MAIN
EQUAL. WHEN BURIED UNDERGROUND,
3. COORDINATE THE DRAWING WITH OTHER
RELATED DRAWINGS AND SPECIFICATION.
THE ENGINEER SHALL BE NOTIFIED
IMMEDIATELY OF ANY DISCREPANCY FOUND
THEREIN.
BEDROOM 2
C.V.
M
G.V.
1157
DISTRIBUTION LINE
RULES & REGULATIONS OF MUNICIPALITY OF
MANSALAY
W1
BEDROOM 3
TO WATER SUPPLY
2. ALL PLUMBING WORKS INCLUDED HEREIN
SHALL BE EXECUTED ACCORDING TO THE
PROVISIONS OF THE NATIONAL PLUMBING
CODE, THE NATIONAL BUILDING CODE & THE
6492
WATER TANK
D
2415
COLD WATER LINE
STANDARD CONFORMING TO ASTM A-120-80
W2
GROUND FLOOR
WATER LINE & DRAINAGE LAYOUT
C
1. ALL PIPES SHOWN ON PLANS ARE
NORMAL SIZES (INSIDE DIAMETER)
4
3
2
1
GENERAL NOTES:
CLEAN OUT
VSTR
VENT STACK THRU ROOF
M
WATER METER
ACCESS OPENING
PRIMARY
CHAMBER
AERATION
CHAMBER
CLARIFICATION
CHAMBER
PUMP CHAMBER
GATE VALVE
SECTION
PLAN
CHECK VALVE
VERIFIED AND CHECKED BY:
COLLEGE INSTRUCTOR
PREPARED BY:
SEC A, II - BS CIVIL ENGINEERING STUDENT
PROJECT TITLE:
1000
1000