HomeMy WebLinkAboutP-100U - UNDER FLOOR PLUMBING PLAN1 2 3
4 5
6 7
A.1
B
C
D
E
E.9
1.9
F
A
6.1
E.2
4.5
4" W
4" W
6" ST
6" ST
6" ST
6" ST 6" ST
6" STST ST STST ST STWWW
W
4" W
4" W
4" W
4" W
1
1
1
2
3
SE-1 5
7
3
4
1
2
1
6
10
6
6
9SP-1
8
INV. EL. = -4'-3" B.F.F.
INV. EL. = -3'-4" B.F.F.
4" W
4" W
4" USD
4" USD
4" USD
4" USD
4" USD
4" USD4" USD
4" USD
4" USD
4" USD
USD
USDUSDUSDUSDST6" ST
3" ST
3" ST
3" ST
10
3" ST
3" ST
6" ST
ST
ST ST6" ST
3" ST
3" ST
11 11
11 11
4" W
2" V
INV. EL. = -1'-7" B.F.F. 6" ST
PIPE SLEEVE (TYP.)
PIPE SLEEVE (TYP.)
PIPE SLEEVE (TYP.)
PIPE SLEEVE (TYP.)
GENERAL PLUMBING NOTES:
A. REFERENCE SHEET M-000 FOR PLUMBING SYMBOLS, LEGENDS AND
ABBREVIATIONS AND ADDITIONAL GENERAL NOTES.
4" INLET, INV.
EL. -3'-6" B.F.F.
FIBERGLASS BASIN,
36" DIAMETER, 8'-0" DEEP
WITH ANCHOR FLANGES
CONCRETE LEVELING AND
ANTI-FLOATION PAD,
MINIMUM ?? CUBIC FEET
2"x3"x2" Y FITTING
GATE VALVE
VERTICAL CHECK VALVE
FINISHED FLOOR
DUPLEX ROUND BASIN COVER
WITH HINGED ACCESS DOOR
SUBMERSIBLE PUMP
(TYP OF 2)
DISCHARGE ELBOW AND
REMOVAL FITTINGS
3" DISCHARGE
2" VENT
2" DISCHARGE
PUMP GUIDE RAILS
LIFTING CABLE
POWER CABLE
FLOAT SWITCH (TYPICAL)
HIGH WATER ALARM
2ND PUMP ON
1ST PUMP ON
PUMPS OFF
BASIN ANCHOR FLANGES
3" DISCHARGE
PUMP GUIDE RAILS
LIFTING CABLE
POWER CABLE
FLOAT SWITCH
(TYPICAL)
HIGH WATER
ALARM
2ND PUMP
ON
1ST PUMP
ON
PUMPS OFF
BASIN ANCHOR FLANGES
6" INLET, INV.
EL. -4'-3" B.F.F.
FIBERGLASS BASIN,
48" DIAMETER, 8'-0" DEEP
WITH ANCHOR FLANGES
CONCRETE LEVELING
AND ANTI-FLOATION PAD
SUBMERSIBLE PUMP
(TYP OF 2)
DISCHARGE ELBOW AND
REMOVAL FITTINGS
3"x4"x3" Y FITTING
GATE VALVE
VERTICAL CHECK VALVE
FINISHED FLOOR,
ELEVATION
DUPLEX ROUND BASIN COVER
WITH HINGED ACCESS DOOR
4" DISCHARGE
3" VENT
FOUNDATION FOOTING DRAIN,
REFER TO ARCH AND STRUCTURAL
DRAWINGS FOR INV. EL. AND SIZE
6" 4" 9" 6"6" 4" 6"
24"
6"
VOLCLAY PANEL
WATERPROOFING
OVERLAP PANELS PER
MANUFACTURER'S SPECS
BACKFILL: FREE
DRAINING GRANULAR
MAT. (LESS THAN 3% BY
WT. PASSING THE #200
SIEVE) MIN. 2'-0" WIDE
ZONE
EXTEND PANEL DOWN
WALL TO TOP OF FOOTING
INDOT #5 STONE (CLEAN)
6" CORRUGATED
PERFORATED HDPE
FOUNDATION DRAIN
GEOTEXTILE FABRIC
(TYPAR) CONT.
CONCRETE FOUNDATION
(SEE STRUCTURAL)
6" CONCRETE SLAB
(SEE STRUCTURAL)
9" LAYER OF OPEN-GRADED
INDOT #5 STONE
4" SLOTTED CORRUGATED
PERFORATE HDPE
FOUNDATION DRAIN
6" MIN. #5 STONE AROUND
PERFORATED HDPE
FOUNDATION DRAIN
GEOTEXTILE FABRIC (TYP)
CONT.
18166
Project:
Developer:
Sheet Number:
Engineer:
By:
Sheet Title:
CDG Number:
Last Revision Date:
Set Issue Date
Drawn By Checked By
Sheet Issue DateWINDSOR BUILDINGCarmel, IN 46032CONSTRUCTION
DOCUMENTS
GRJK 800 West Monon Green Blvd.P-100U
UNDER FLOOR
PLUMBING PLAN
07/02/202107/02/2021
1/8" = 1'-0"
UNDER FLOOR PLUMBING PLAN 1
N
0 16'8'4'
SHEET PLAN NOTES
1 4" WASTE WITH P-TRAP UP TO FLOOR DRAIN.
2 4" WASTE UP TO FLOOR CLEANOUT.
3 4" WASTE UP TO HEAVY DUTY FLOOR CLEANOUT.
4 2" VENT UP.
5 SEWAGE EJECTOR BASIN AND PUMPS (SE-1), REFER TO DETAIL # A / P-100U.
6 6"ST UP TO GARAGE DRAIN.
7 6"ST UP TO TRENCH DRAIN.
8 FOUNDATION FOOTING DRAIN, REFER TO ARCHITECTURAL AND STRUCTURAL
DRAWINGS FOR INV. EL. AND SIZE.
9 STORM PUMP BASIN AND PUMPS (SP-1), REFER TO DETAIL # B / P-100U.
10 3"ST UP TO HEAVY DUTY FLOOR CLEANOUT.
11 3"ST UP TO FLOOR DRAIN WITHOUT P-TRAP.
NOT TO SCALE
SEWAGE EJECTOR BASIN / PUMP DETAILA NOT TO SCALE
STORM BASIN / PUMP DETAIL B NOT TO SCALE
UNDERSLAB AND FOUNDATION DRAIN DETAIL C
PART OF BID PACKAGE #1
-UNDER SLAB STORM PIPING, SANITARY WASTE PIPING, UNDER
SLAB AND FOUNDATION DRAINS.
-GARAGE DRAINS, FLOOR DRAINS, TRENCH DRAINS.
-STORM SUMP BASIN, SANITARY SEWAGE EJECTOR BASIN.
-PIPE SLEEVES THROUGH CONCRETE FOUNDATIONS, GARAGE
AND PODIUM STRUCTURE.
11700201
No.
STATE OFJOSEPHR.BO
L
Y
ARDPROFES
SIONA L E N G INEERDATE SIGNED 07/02/21
R E G I STERE
D
I
ND I A N A01/03/22