HomeMy WebLinkAboutSWP5002046.4A
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I NO: I
SG 244003
N 999.80 _
E 1095.75
P 244001 --
14 PRESSURE GAGE -
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12" PD -
DIP
FIELD VERIFY
LOCATION
---PILE CAP BEAM
-U TYPICAL
11 TYPICAL
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1 ELECTRICAL APPARATUS
SEE ELEC DWG E2
M1
STORM WATER PUMP STATION
PLAN AT ELEVATION 130.5
SCALE: 3/8"=1'-0"
EL 130.Of
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18" x 18" SLUICE GATE
30 SG 2440 33 -
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INV AT WALL
EL 100.50 - -
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EL 9 2.6 7 -- -� -
HcBrown and Caldwell
Consultants
Seattle, Washington
REVISION BY DATE
8" VENT SCH 40 STEEL
BUTT -WELD. COAT AS PER KEY
NOTE 15 AFTER FABRICATION - -
EL 131.5
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- EL 130.25
-POSITION
OF STEM
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I'I WITH GATE
II RAISED_
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17
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PUMP LIFTING
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RAILS AS READ
BY MFG
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-- _C(
-1 1 /8' DIA STEM
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15 12" PD ---I
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17
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LIFTING CHAIN
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BY PUMP MFR
D6
6
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22
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SECTION
SCALE: 3/8"=1'-0" M1
DATUM NOTE:
ELEVATION 100.00 EQUALS
MEAN SEA LEVEL, 1929
U.S.C. & G.S.(ADJUSTED 1947)
COORDINATES ARE BASED ON
LOCAL -PLANT GRID
EL 130.8t
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---SEE PLAN FOR OPERATOR
12" PD 15 ORIENTATION 24 EL 132.50
-- EL 131.5f 11 12" PD 15 ' EL 132.
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PRECAST CONCRETE VAULT,
SEE UTILITY VAULT COMPANY
DRAWING ATTACHED
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_ L _ -- EL 127.50
1'1 1.1 .
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u u II II u u +
II
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SLOPE 1 /4"/FT
MINIMUM - 3" DR 27 ELECTRICAL APPARATUS
SEE ELEC DWG E2
DRAIN VAULT ACCESS LADDER
nn SEE UTILITY VAULT DWG -
KEY NOTES:
- EL 123.50
TYPE B STRUCTURAL BACKFILL
IF REQUIRED BY ENGINEER
O1 SLEEVE TYPE MECHANICAL PIPE COUPLING, TYPICAL. DRESSER 13 18" STORM DRAIN (SD) SHALL BE REINFORCED CONCRETE
STYLE 38, ROCKWELL TYPE 415, OR EQUAL. REMOVE STOP FROM PIPE, CLASS IV, ASTM C76, RUBBER GASKETS PER C443.
MIDDLE RING. RESTRAIN COUPLING IN ACCORDANCE WITH AWWA LAY (2)-3' LENGTHS OF PIPE AWAY FROM STRUCTURE BEFORE
M11, PARAGRAPH 13.10, TABLES 13-7 AND 13-7, AND FIGURE LAYING STANDARD LENGTH PIPE.
13-17. FIELD COAT COUPLING AND TENSION RODS WITH DENSO
SYSTEM T-1 PRIMER AND FINISH COATS, TRENTON #1 WAX TAPE 14 PRESSURE GAGES SHALL BE 4-1/2" GLYCERINE -FILLED, SOLID
PRIMER COAT AND #1 WAX TAPE FINISH, OR EQUAL. FRONT UNITS WITH PHENOLIC TURRET CASES, BOURDON TUBE
O PROVIDE FLANGED BY PLAIN END STEEL COAT PER KEY NOTE 15. ELEMENTS, 270' MILLED STAINLESS STEEL MOVEMENTS AND
PIPE EMBEDDED IN CONCRETE PILE. SHATTERPROOF GLASS WINDOWS. GAGE SHALL BE PROVIDED
WITH 1/2" NPT. GAGE VALVE BY ANDERSON GREENWOOD
3� PROVIDE 3" I.D. PIPE STANCHION WHERE INDICATED. WELD HOKE 2100 OR EQUAL.
10" SQUARE X 1/2" STEEL STANCHION BASE PLATE TO 3"
STANCHION. DRILL BASE PLATE FOR �4) 3/4" DIA BOLTS ON 8" 15 ALL EXPOSED AND/OR SUBMERGED PIPING IN WETWELL AND
CENTERS. DRILL STANCHION FOR 1/4 DIA VENT HOLE 1/2" VALVE VAULT SHALL BE COATED WITH COAL TAR EPDXY, 20
ABOVE BASE PLATE BEFORE DOING ANY WELDING. PROVIDE (4) MIL DRY FILM THICKNESS, KOPPERS, GLIDDEN OR PORTERS.
3/4" DIA SS EXPANSION ANCHORS IN CONCRETE FLOOR OF VAULT. APPLY PER MANUFACTURERS RECOMENDATIONS.
PROVIDE LEVELING NUTS AND WASHERS UNDER BASE PLATE TO 16 CORE THROUGH LEAN CONCRETE PILE AND INSTALL DRAIN.
PROVIDE PIPE ALIGNMENT CAPABILTY. DOUBLE NUT ABOVE BASE SEAL WITH "LINK -SEAL".
PLATE. AFTER FABRICATION (SEE KEY NOTES 4 AND 5), HOT
DIP GALVANIZE ENTIRE ASSEMBLY. GROUT UNDER BASE PLATE. 17 PROVIDE STRUCTURAL CONCRETE CONFIGURATION FOR
O WELD 4" X 12" X 3/8" STEEL PLATE SADDLE TO TOP OF 3" ID EMBEDMENT AND ANCHORS. SEE STRUCTURAL DRAWINGS.
STANCHION. SHAPE SADDLE PLATE TO MATCH BOTTOM CURVE OF
CHECK VALVE BODY. SEE KEY NOTE 3 REGARDING GALVANIZING. 18 PROVIDE (2) 18" LONG BELL x PE PIPES, RESTRAINED JOINTS.
JOINTS.
O PROVIDE STANCHION SADDLE, MSS TYPE 37. DRILL STANCHION 19 BELL x BELL 45' ELBOW, RESTRAINED JOINT.
PIPE AND SADDLE FOR 3/4" DIA BOLT. INSTALL BOLT, LOCK O
' WASHER AND NUT. INSTALL SADDLE AFTER GALVANIZING.
20 BELL x BELL 11.25' ELBOW, RESTRAINED JOINT.
SEE KEY NOTE 3 REGARDING GALVANIZING.
O6 F TYPE WALL THIMBLE, 18" LONG, WITH 18" 21 PE x PE 30" LONG SPOOL.
DIAMETER CIRCULAR OPENING, COAL TAR
--- -- -- P 244002 EPDXY COATED. BUTT UP AGAINST A 30" 22 SEE SECTION 5/S2 FOR SLUICE GATE THIMBLE.
SPEC: 11347 LONG (INCLUDING BELL), 18" DIAMETER,
CLASS IV, ASTM C76 RCP RUBBER GASKET 23 MJ x MJ 45' DOWN. ELEVATION TO MATCH CONNECTION
JOINT PIPE. GROUT ASSEMBLY IN PLACE. POINT FOR PWC 19 12" PD.
- EL 100.50 O7 PROVIDE INTERMEDIATE GATE STEM GUIDES. / "
24 4 -0 x 6 -0 HATCH BILCO TYPE JD-3AL, 1 4 ALUMINUM,
INSTALL GUIDES WITH SS ANCHOR BOLTS, ALUMINUM FRAME, BITUMINOUS COATING ON FRAME EXTERIOR
cO� SIZE AS SPECIFIED BY SLUICE GATE NEXT TO CONCRETE, HINGED ON 6' SIDE. STAINLESS
MANUFACTURER. HARDWARE THROUGHOUT, TAKE DRAINAGE TO OUTSIDE VAULT,
-� PUMP ON TYPICAL 4 DOORS.
O8 PROVIDE TOP GATE STEM GUIDE AND LIFT
THRUST ASSEMBLY. INSTALL WITH SS 25 6'-0 x 8'-0 HATCH BILCO TYPE JD -AL, 1/4" ALUMINUM,
-EL 100.00 ANCHOR BOLTS, SIZE AS SPECIFIED BY ALUMINUM FRAME, BITUMINOUS COATING ON FRAME EXTERIOR
MANUFACTURER. PROVIDE VALVE BOX IN TOP SLAB FOR OPERATING NUT ACCESS, NEXT TO CONCRETE, HINGED ON 6' SIDE. STAINLESS SIMILAR TO CLOW F2450. HARDWARE THROUGHOUT, TAKE DRAINAGE TO OUTSIDE VAULT.
EL 95.00 O PROVIDE 6" SLEEVEIN PRECAST VAULT 26 PROVIDE (2) CONCRETE EXPANSION EYE BOLTS FOR LIFTING
FLOOR. INSTALL 3"
DRAIN IN VAULT CHAIN.
-- - — SLAB. FLOOR DRAIN SHALL BE JOSAM 27 CAST IRON SOIL PIPE, ASTM A74, COMPRESSION JOINT WITH
PUMP OFF 32120 OR EQUAL DUCTILE IRON GRATE AND RUBBER GASKET, OR HUBLESS CAST IRON SYSTEM.
TOP VOLUTE OUTLET TO MATCH PIPE, GROUT DRAIN AND
/ FLOOR DRAIN IN SLAB WITH NON -SHRINK 28 GROUT. SLOPE SLAB TO DRAIN WITH 12" ECCENTRIC PLUG VALVE. SEE M2 FOR SPECIFICATION.
TOPPING CONCRETE WITH 1/2" MIN
N THICKNESS. 29 12" SWING CHECK VALVE. SEE M2 FOR SPECIFICATION.
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---- - - 10 INTERMEDIATE SUPPORTS FOR VERTICAL 30 SLUICE GATE SHALL BE OF HEAVY DUTY CAST IRON w >_
SECTION OF PUMP DISCHARGE AND CONSTRUCTION WITH FULL METAL WEDGES, FLAT FRAME o
BUBBLER PIPING. SEE STRUCTURAL AND TYPE F WALL THIMBLE. GATE SHALL BE 18" x z
EL 92.17 DRAWINGS. 18", OPEN UP, FLUSH BOTTOM NEOPRENE SEATING, - z
11 GALVANIZED SCHEDULE 40 STEEL PIPE INTEGRAL FRAME, SUITABLE FOR 21' OF UNSEATING z
SLEEVE EMBEDDED IN CONCRETE WALL BY HEAD. SLUICE GATE SHALL COMPLY EITH AWWA C501. z �` U
VAULT MFG, TYPICAL. PROVIDE MODULAR GATE SHALL BE BLAST CLEANED (SSPC-5) AND COATED - L Q
MECHANICAL EXPANDING RUBBER SEAL -LINK WITH COAL TAR EPDXY TO PROVIDE A 20 MIL DRY FILM o a
SEAL OR EQUAL, TYPICAL. THICKNESS. SLUICE GATE SHALL BE RODNEY HUNT, J <
WATERMAN, OR EQUAL.
Pkc4)m kNUEU 12 PUMP GUIDE RAIL SUPPORTS AS REQD BY 'L _
FOR APPROVAL PUMP MANUFACTURER. Q z
eY 3^oiaeoswi- 6 - 36 — qz CNs1uc+eJ- no As4m If Avo i l c0c . D 204604
DESIGNED: I= O p DATE:
Municipalityof Metropolitan Seattle
JEH/BEW 4' MAR 1992
DRAWN: CHECKED: SCALE: METRO'S REGIONAL TREATMENT PLANT IN RENTON FILE No:
SEACAD GRN ENLARGEMENT IIIA
STORMWATER PUMPING STATION
RECOMMENDED: AN NOTED DRAWING N0:
CONTRACT NO PLAN AND SECTION M1
EXPIRES 5/27/ Z
APPROVED: W/M 37-91
SHEET N0: OF
PWC 28
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