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HomeMy WebLinkAboutD-204604A - B - C - D - E PIPE AND SADDLE FOR 3/4" CIA BOLT. INSTALL BOLT, LOCK 19 BELL x BELL 45' ELBOW, RESTRAINED JOINT. F A G 0 H IT FIR F1 SLEEVE EMBEDDED IN CONCRETE WALL BY HEAD. SLUICE GATE SHALL COMPLY EITH AWWAC501. VAULT MFG, TYPICAL. PROVIDE MODULAR GATE SHALL BE BLAST CLEANED (SSPC -5) AND COATED z w AND �w E Il ®pl III/ II - ll �l1u1�1�;�i�ifll_p �I� ®ter MECHANICAL EXPANDING RUBBER SEAL -LINK W1.TH COAL TAR EPDXY TO PROVIDE A 20 DRY FILM 18' SD. 13 M1 STORM WATER PUMP PLAN AT ELEVATION 130.5 8" VENT SCH 40 STEEL BUTT-WELD. COAT PER KEY 12" PD 13 n SEE PLAN FOR OPERATOR SCALE: 3/8 " =1' 0" FIELD VERIFY CLASS V. ASTM C76 RCP RUBBER GASKET JOINT PIPE. GROUT ASSEMBLY IN PLACE. 23 POINT FOR 5PWCO 199. 12 ELEVATION TO MATCH CONNECTION 11 DIP, -- - --- -- I RI ,NOTE 45 AFTER FABRICATION 12 PD 15 ORIENTATION 24 EL 132.50 EL 100.50 O7 PROVIDE INTERMEDIATE GATE STEM GUIDES. 24. 4'_0 x 6' -0 HATCH BILCO TYPE JD -3AL, 7/4" ALUMINUM, INSTALL GUIDES WITH SS ANCHOR BOLTS, 0 ALUMINUM FRAME,. BITUMINOUS COATING ON FRAME EXTERIOR MANUFACTUREIRIED BY SLUICE GATE HARDWARE THROUGHOUT, TAKE DRAINAGE TOAOU SIDE VAULT, PUMP ON TYPICAL 4 DOORS STEM O LOCATION 1' -10 22 6 -PILE CAP BEAM DATUM NOTE 0 EQUu 0 0 Eo I9 °" 4 y N U EL 130.81 EL 131St 11 12" PD 15 EL 132.0 �,� m E T R O' Municipality of Metropolitan Seattle Q.. DATE: MAR 1992 6 YP THR ST ASSEMBLY. INSTALL INSTALL W'ITHNSSLIFT 25 6' -0 x 8' -0 HATCH BILCO TYPE JD -AL, 1/4" ALUMINUM, ANCHOR BOLTS, SIZE AS SPECIFIEDBY EL 100.00 MANUFACTURER. PROVIDE VALVE BOX IN NEXMI iOMCONCRET BITUMINOUS HINGED UON °6ASOE °STAINMEBSXTERIOR TOP SLAB FOR OPERATING NUT ACCESS, HARDWARE THROUGHOUT, TAKE DRAINAGE TO OUTSIDE VAULT. SIMILAR TO CLOW. F2450. PRESSURE GAGE 14 I DRAWN: EL 95.00 Q PROVIDE 6" SLEEVE IN PRECAST VAULT 26 PROVIDE (2) CONCRETE EXPANSION EYE BOLTS FOR LIFTING FLOOR. INSTALL 3 DRAIN IN VAULT CHAIN. 6 I TYPj I. EL 92.67 METRO'S REGIONAL TREATMENT PLANT IN RENTON FILE N0: EL 1 31.5 �_ 322L DRAIN SHALL BE JOSAM IR ON GRATE AND 27 CAST IRON SOIL PIPE ASTM A74 COMPRESSION JOINT MOTH PUMP OFF 10 OR EQUAL DUCTILE RUBBER GASKET, OR HUBLESS CAST IRON SYSTEM. TOP /VOLUTE FLOOR DRAIN MATCH N SLAB WITH NONDSHRINKND 0 28 12" ECCENTRIC PLUG VALVE. SEE M2 FOR SPECIFICATION. a GROUT. SLOPE SLAB 70 DRAIN 157TH — SG 244003 / J SEACAD GRN AN NOTED , TOPPING CONCRETE WITH 1/2° MIN THICKNESS. ©9 12" SWING CHECK VALVE. SEE M2 FOR SPECIFICATION. I I 7 r. RECOMMENDED : 10 INTERMEDIATE SUPPORTS FOR VERTICAL SECTION OF PUMP DISCHARGE AND 30 SLUICE GATE SHALL BE OF HEAVY DUTY CAST IRON w .REVISION By DATE APPROVED: •. 5 N999.80 v 1 D E EL 130.01 _1 \ �h -JL_JI E 1095.75 / _ P 244002 ��EL 130.25' III — PRECAST CONCRETE VAULT, P 244°01 - 1 ® POSITION _ _ -_ - - - - rr -rA- SEE UTILITY VAULT COMPANY DRAWING ATTACHED - OF STEM WITH GATE �{4}� L L- J ,I EL 127.50 I'I II RAISED _ 7 25 �6' ., II II ., 3'-0 "1 44'1 VERIFY 9 3 5 SLOPE 1 /4 " /FT DO '' NIMUM 3° DR 27 17 16 �MI_ SEECELEC DWG E2 EL �EL 123.50 d.)RAIN LADDER TACCESS SEE UI LITY VAULT DIN G TYPE B STRUCTURAL BACKFILL 3 4 PUMP LIFTING IF REQUIRED BY ENGINEER RAILS AS REOD I _26 By MFG __ - 4 \. 1 1/8" AA STEM ° KEY NOTES: ! _ / O SLTYLEE38, ROCKWELMECHANICAL TYPE PIPE 415, OR EQIUAL.TMREEOVE. STOP FROM. 13 PIPE, CLASS VIA SD)CSHA RUBBER L E EIN RCED CONCRETE. MIDDLE RING. RESTRAIN COUPLING IN ACCORDANCE WITH AWWA 5 GASKETS PER C443 \ 16 - / 1P M11, PARAGRAPH 13.10, TABLES 13 -7 AND 13 -7, AND. FIGURE LAYING (2)STANDA 3T S OF PIPE AWAY FROM STRUCTURE BEFORE p \ 13 -17. FIELD COAT COUPLING AND TENSION RODS WITH DENSO \ 1111j 7 SYSTEM T -1 PRIMER AND . FINISH COATS, , TRENTON 1 WAX TAPE 14 PRESSURE GAGES SHALL. BE 4 -1 2 GLYCERINE - FILLED, SOLID PRIMER COAL AND #1 WAX TAPE FINISH, OR EQUAL O / FRONT UNITS WITH PHENOLIC TURRET CASES, TUBE i BOURDON }1� O2 PROVIDE FLANGED BY PLAIN END STEEL COAT PER KEYNOTE 15. ELEMENTS, 270' MILLED, STAINLESS STEEL MOVEMENTS AND PIPE EMBEDDED IN CONCRETE PILE, SHATTERPROOF GLASS WINDOWS. 'GAGE SHALL BE PROVIDED 1111 10 WITH. 1/2" NPT. GAGE VALVE BY ANDERSON, GREENWOOD; 2 -,' I., r 11 Pt ,' /- O PROVIDE 3" L4 PIPE STANCHION WHERE INDICATED. WELD HOKE 2100 OR EQUAL. 1 10 SQUARE X.1/2 STEEL STANCHION BASE. PLATE TO 3" STANCHION. DRILL BASE PLATE. FOR (4) 3/4 DIA BOLT ON 8" 15 ALL EXPOSED AND /OR SU13MERGED PIPING IN WETWELL AND 27 3" DR 17 CENTERS. DRILL STANCHION FOR 1/4 CIA VENT HOLE 1/2" VALVE VAULT SHALL BE COATED WITH COAL TAR EPDXY, 20 -- 3 ABOVE BASE PLATE BEFORE DOING ANY WELDING. PROVIDE (4) MIL DRY FILM THICKNESS,' KOPPERS, GLIDDEN OR PORTERS. 3/B40' DI SS EXPANSION ANCHORS IN CONCRETE FLOOR OF VAULT. APPLY PER MANUFACTURERS RECOMENDATIONS. N ` PROV LEVELING' NUTS AND WASHERS UNDER'BASE PLATE TO 1 1 TYPICAL IDE PROVDE PIPE ALIGNMENT CAPABILTY. DOUBLE NUT ABOVE BASE 16 CORE THROUGH LEAN CONCRETE PILE AND INSTALL DRAIN. "LINK-SEAL". 3 pva „ 12" PD �11j 10 PLATE. AFTER FABRICATION (SEE KEY NOTES 4 AND 5), HOT SEAL WITH DIP GALVANIZE ENTIRE ASSEMBLY. GROUT UNDER BASE PLATE. 17 PROVIDE STRUCTURAL CONCRETE CONFIGURATION FOR STEEL' z ® WELD 4" X 12" X 3/8" STEEL PLATE SADDLE TO TOP OF 3' ID EMBEDMENT AND ANCHORS. SEE STRUCTURAL. DRAWINGS. - _ 11 TYPICAL CHECKHVALVE SHAPE B BODY. SADDLE KEY NOTE 8. REGARDING BOTTOM GALVANIZING.F 18 PROVIDE (2) 18" LONG BELL x PE PIPES, RESTRAINED JOINTS. -^ ______29 ___ ___29___ _, -. Ir _ _ O5 JOINTS. PROVIDE STANCHION. SADDLE, MSS. TYPE 37. DRILL STANCHION I I I I j I 14 PRESSURE GAGE 1s I I 2 21 - 20 11 I I, I ' I I I I I I 12" PD I' DIP I 5 I _ __________ r J _ __ -� ELECTRICAL APPARATUS 12 1 PIPE AND SADDLE FOR 3/4" CIA BOLT. INSTALL BOLT, LOCK 19 BELL x BELL 45' ELBOW, RESTRAINED JOINT. j 18" x18" SLUICE GATE ® 30 BG 244003 IT FIR F1 SLEEVE EMBEDDED IN CONCRETE WALL BY HEAD. SLUICE GATE SHALL COMPLY EITH AWWAC501. VAULT MFG, TYPICAL. PROVIDE MODULAR GATE SHALL BE BLAST CLEANED (SSPC -5) AND COATED z w AND �w E Il ®pl III/ II - ll �l1u1�1�;�i�ifll_p �I� ®ter MECHANICAL EXPANDING RUBBER SEAL -LINK W1.TH COAL TAR EPDXY TO PROVIDE A 20 DRY FILM 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, STORM WATER PUMP PLAN AT ELEVATION 130.5 SECTION �i1 12" PD 13 n I SCALE: 5 I _ __________ r J _ __ -� ELECTRICAL APPARATUS 12 1 PIPE AND SADDLE FOR 3/4" CIA BOLT. INSTALL BOLT, LOCK 19 BELL x BELL 45' ELBOW, RESTRAINED JOINT. j 18" x18" SLUICE GATE ® 30 BG 244003 IT SLEEVE EMBEDDED IN CONCRETE WALL BY HEAD. SLUICE GATE SHALL COMPLY EITH AWWAC501. VAULT MFG, TYPICAL. PROVIDE MODULAR GATE SHALL BE BLAST CLEANED (SSPC -5) AND COATED z w AND �w WASHER AND NUT. INSTALL SADDLE AFTER GALVANIZING. SEE KEY NOTE 3 REGARDING GALVANIZING. 20 BELL x BELL 11.25' ELBOW, RESTRAINED JOINT. © F TYPE WALL THIMBLE, 18" LONG, WITH 18" 21 PE x PE 30" LONG SPOOL. MECHANICAL EXPANDING RUBBER SEAL -LINK W1.TH COAL TAR EPDXY TO PROVIDE A 20 DRY FILM 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, STORM WATER PUMP PLAN AT ELEVATION 130.5 SECTION �i1 12" PD 13 n I SCALE: 3/8 " =1' 0" scALE: 3/a "_1. °,. Mf CLASS V. ASTM C76 RCP RUBBER GASKET JOINT PIPE. GROUT ASSEMBLY IN PLACE. 23 POINT FOR 5PWCO 199. 12 ELEVATION TO MATCH CONNECTION 11 DIP, -- - --- -- I LIFTING CHAIN BY PUMP MFR EL 100.50 O7 PROVIDE INTERMEDIATE GATE STEM GUIDES. 24. 4'_0 x 6' -0 HATCH BILCO TYPE JD -3AL, 7/4" ALUMINUM, INSTALL GUIDES WITH SS ANCHOR BOLTS, 0 ALUMINUM FRAME,. BITUMINOUS COATING ON FRAME EXTERIOR MANUFACTUREIRIED BY SLUICE GATE HARDWARE THROUGHOUT, TAKE DRAINAGE TOAOU SIDE VAULT, PUMP ON TYPICAL 4 DOORS STEM O Brown and Caldwell DATUM NOTE 0 EQUu 0 0 Eo I9 °" 4 y N U INV AT WALL j 18 23 EL 100.50 6 6 22 �,� m E T R O' Municipality of Metropolitan Seattle Q.. DATE: MAR 1992 10 THR ST ASSEMBLY. INSTALL INSTALL W'ITHNSSLIFT 25 6' -0 x 8' -0 HATCH BILCO TYPE JD -AL, 1/4" ALUMINUM, ANCHOR BOLTS, SIZE AS SPECIFIEDBY EL 100.00 MANUFACTURER. PROVIDE VALVE BOX IN NEXMI iOMCONCRET BITUMINOUS HINGED UON °6ASOE °STAINMEBSXTERIOR TOP SLAB FOR OPERATING NUT ACCESS, HARDWARE THROUGHOUT, TAKE DRAINAGE TO OUTSIDE VAULT. SIMILAR TO CLOW. F2450. PRESSURE GAGE 14 I DRAWN: EL 95.00 Q PROVIDE 6" SLEEVE IN PRECAST VAULT 26 PROVIDE (2) CONCRETE EXPANSION EYE BOLTS FOR LIFTING FLOOR. INSTALL 3 DRAIN IN VAULT CHAIN. 6 I TYPj I. EL 92.67 METRO'S REGIONAL TREATMENT PLANT IN RENTON FILE N0: �_ 322L DRAIN SHALL BE JOSAM IR ON GRATE AND 27 CAST IRON SOIL PIPE ASTM A74 COMPRESSION JOINT MOTH PUMP OFF 10 OR EQUAL DUCTILE RUBBER GASKET, OR HUBLESS CAST IRON SYSTEM. TOP /VOLUTE FLOOR DRAIN MATCH N SLAB WITH NONDSHRINKND 0 28 12" ECCENTRIC PLUG VALVE. SEE M2 FOR SPECIFICATION. a GROUT. SLOPE SLAB 70 DRAIN 157TH — \ o 8 rc y y Consultants Seattle, .Washington - j 1 ] ^� orw EXPIRES 5/R]/ Z SEACAD GRN AN NOTED , TOPPING CONCRETE WITH 1/2° MIN THICKNESS. ©9 12" SWING CHECK VALVE. SEE M2 FOR SPECIFICATION. RECOMMENDED : 10 INTERMEDIATE SUPPORTS FOR VERTICAL SECTION OF PUMP DISCHARGE AND 30 SLUICE GATE SHALL BE OF HEAVY DUTY CAST IRON w .REVISION By DATE 5 I _ __________ r J _ __ -� ELECTRICAL APPARATUS BUBBLER PIPING. SEE STRUCTURAL CONSTRUCTION WITH FULL METAL WEDGES, FLAT FRAME o AND TYPE F WALL THIMBLE. GATE SHALL BE 18" x 18 ", OPEN UP, FLUSH BOTTOM NEOPRENE SEATING, z i EL 92.17 DRAWNGS. o 11 GALVANIZED SCHEDULE 40 STEEL PIPE INTEGRAL FRAME, SUITABLE FOR 21' OF UNSEATING 1 1 M1 SEE ELEC DWG E2 SLEEVE EMBEDDED IN CONCRETE WALL BY HEAD. SLUICE GATE SHALL COMPLY EITH AWWAC501. VAULT MFG, TYPICAL. PROVIDE MODULAR GATE SHALL BE BLAST CLEANED (SSPC -5) AND COATED z w AND �w MECHANICAL EXPANDING RUBBER SEAL -LINK W1.TH COAL TAR EPDXY TO PROVIDE A 20 DRY FILM STORM WATER PUMP PLAN AT ELEVATION 130.5 SECTION �i1 — SEAL OR EQUAL, TYPICAL. THICKNESS. SLUICE GATE SHALL BE RODNEY HUNT, WATERMAN, OR EQUAL. RECOMMENDED 12 PUMP GUIDE RAIL SUPPORTS AS REQD BY FOR APPROVAL PUMP MANUFACTURER. n I SCALE: 3/8 " =1' 0" scALE: 3/a "_1. °,. Mf Bv�ne� 3rmt�.,.w] 6 °30-42 coNS +alA-nv Hs -�aIl+ Avai labjc.. D m Brown and Caldwell DATUM NOTE 0 EQUu 0 0 Eo I9 °" 4 y N U DESIGNED: JEH/BEW �,� m E T R O' Municipality of Metropolitan Seattle Q.. DATE: MAR 1992 DRAWN: CHECKED: SCALE: METRO'S REGIONAL TREATMENT PLANT IN RENTON FILE N0: \ o 8 rc y y Consultants Seattle, .Washington - Gu GRODASeD ON 1 ] ^� orw EXPIRES 5/R]/ Z SEACAD GRN AN NOTED ENLARGEMENT IIIA STORMWATER PUMPING STATION PLAN AND SECTION DRAWN, NO M1 SHEET NO OF 6 RECOMMENDED : NO: .REVISION By DATE APPROVED: •. CONTRACT NO. W/M 37 -91 Pte, 28 SWP°' V -. 04jok v B C D E F G H 5