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HomeMy WebLinkAboutzD-2046SetA B C D a) . /. E L� G REGIONAL TREATMENT PLANT IN RENTON ENLARGEMENT IIIA PWC 28 STORMWATER PUMPING STATION, ••w •ice •i w I r A \1M P/1Al1r RA AIki PROCESS AND INSTRUMENTATION DIAGRAM PLAN AND SECTIONS SECTIONS AND DETAILS PLAN AND SECTIONS SPECIFICATIONS AND DETAILS ELEMENTARY CONTROL DIAGRAM PLANS AND SECTION DECHLORINATION BUILDING PLAN PUMPING STATION DETAILS H 0 0 ed- i wi e. �ro�� 1>a Rs -3u ftA l4bl R D-20d 6r;-�'- DESIGNED: G. NEWMAN �,�� �� M E T R ® Muniot, -uv Of Metropolitan Seattle MAR 1992 ON— cNECNET: SCALE METRO'S REGIONAL TREATMENT PLANT IN RENTON ALE NO: SEACAD. JCP 1 =200 ENLARGEMENT IIIA STORMWATER PUMPING STATION DRAWNC NO: RECOMMEND- VICINITY MAP AND INDEX OF DRAWINGS SHEET NO, G ODMRAGT ND: —9 WiM 328 APRR° ° PWC F G H R A 8 C D E p G H A B C D E F .EXCAVATE APPROX 60' OF 18" SD. RELAY 5 �tif OPT PIPE TO MH -2 BY DEFLECTING JOINTS. (ALTERNATE METHOD: USE 22 1/2' % FITTING AS SHOWN.) \ APPROXIMATE LOCATION OF EXISTING 12" FORCE MAINS \ \ \ \ TIMBER BULKHEAD / �/� EXCAVATE APPRQX 28' . - - -� OF 10" SD. RELAY- PIPE TO MH -2 USING o2 \ J INV-1s9 (3), 11 1/4' BENDS \ \� -'� 4 INV 116.9 INV 3 \ / / / / 115.45 // O7 SEE DETAIL A /G3— 96 EFFLUE INV 101.00 M 2 /../ / / / 7'; \4�� 18" SD INV .1130 - INV 115.43 �\ ' G H GENERAL NOTES: 1. AS BUILT CONDITIONS AT THE STRUCTURE ARE UNKOWN. MODIFICATIONS SHOWN ARE SCHEMATIC IN NATURE. THE CONTRACTOR SHALL MAKE MODIFICATIONS AS NECESSARY TO. ACHIEVE THE FOLLOWING: a. RE -ROUTE 10" AND 18" STORMWATER PIPES TO MH -2. b. MAKE 30" DI CONNECTION BETWEEN MANHOLES, INVERT AT 113.00 FLAP GATE AT MH -1. c. PLUG HOLE IN BOTTOM OF MH -2. d. MAKE 18" CONNECTION WITH SD TO STORMWATER PS. KEY NOTES: Oi SEAL 3' DIAMETER OPENI ":G FOR 25 FEET OF WATER PRESSURE FROM EITHER . DIRECTION. SEE DETAIL A. O BREAK OUT EXISTING MANHOLE(S) TO INSTALL PIPE. GROUT PIPE IN PLACE. O3 30" FLAP VALVE WITH ANTI LOCKING BAR, RESILIENT NEOPRENE SEATS, TYPE 304 SS HINGE PINS. RODNEY HUN'P SERIES FV -AC OR EQUAL. 30" DUCTILE IRON PIPE FLANGED x PLAIN END, INVERT 113.00. O PLUG OPENINGS OF EXISTING 10" AND 18" STORMWATER PIPES. © INSTALL STOP ON MANHOLE I WALL TO PREVENT :GATE FROM JAMINGIN THE FULL OPEN POSITION. O7 PROVIDE (12) EQUALLY SPACED "Y' CLAMPS AND EXPANSION ANCHORS. / MH -1 6 j (MH TZN)G 6' DIA MANHOLE 2 EL 701.0 3' -8 / GROUT COVER 4° TOP OF EFFLUENT ROUND 1/2" THICK \\ JUNCTION STRUCTURE CIRCUMFERENCE SS PLATE _ 1/2" THICK z 120" OUTFA NEOPRENE GASKET o z 0 o / LL U //. EFFLUENT JUNCTION STRUCTURE MANHOLE OPENING SEAL ( U01: �< - RECONrAENOCO A CoNS4a�detl =Bo as ButtAmi able. �N PART PLAN rofiAPVaovAL DETAIL, G3 SCALE: NO SCALE eY 72 �{2Mn* Z?4d az SCALE NO SCALE DATUM NOTE DESIGNED DATE: �II 'METRO Yonioipelity of 'Met -when Seattle and gums �y JP fP MAR 1992 ��. Brown end Caldwell USC GSIAOJUSIED 1947) DRAYM: CHECKED: SCALE: FILE N0: COORDINATES ARE BASED ON SEACAD GRH METRO'S REGIONENL ENLARGEMENT TREATMENT IN RENTON w+T GRO STORMWATER PUMPING STATION " Consultants a RECOMMENDED: NO SCALE DRAWING NO: seattle, woehingtoD e PROPOSED ISTORMWATER MODS AT G3 Z ONAL14j6 CONTRACT N0: APFR °`D W/M 37-91 28 8 EFF JUNCTION STRUCTURE MH SHEET NO: OF N0: C REVISION BY DATE WP � EIPIRES 5/27 SWP -6V -2046 A B v C D E F G H 5 A - 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 A B C C E 4 LAH PNL 187,213 PNL 187,213 244,005 2 V 4 AUTO ' / _ __/ -------------------- / RDY_____ ri 244001G RNG --------------------------------- / _._______ _____. _._/ ____ YL 244001R _24�LC PNL 187213 PNL244,001 A_____ 1 HS ..244,0001 3 1 ' 1 UA PNL 187,213 r -- - 1 _ - ,001 - _ _ /___- ______./ ________ 244 UA 244002 LIC244003 - -, t ,i AUTO / ____/ YL 244002A _ _... _.... _.: SEE NOTE 1 ROY PNL 137407C �_. / __ -_ - -__/ -- - - - - -- ri 244002G '- - - -- L1C - ASC HIK PNL 244,001 4,0 -- 24038 ; 24`,001 r- � _.____/ RNG ___ YL 244002R w "ASC 244,001 _ -_ HS PNL 244,002 244.00 -- L244003 LC PL _ 18_7.,213 ____ --/ __ --------------- / _ / __ PN_L 187,211 _ ___ ____ 2440 B UA 244002 244.002 LX LIT L% 244,003 ES120 2 V 4 244,003 ` MSH MSH ..',.242 24 P IA TSH TH DO LSH 24 4`` 244.00 2 .004. Y F -1 STORMWATER PUMP 1- - STORMWATER PUMP 2 P 244:001 P 244;002 SPEC: 11347 SPEC: 11347 TYPE: SUBMERSIBLE TYPE:- SUBMERSIBLE DATUM NOTE Y EEA o Mr o* Brown and Caldwell oDR � ED °N" - z Consultants TGR° �Seattle, Washington xBB2� NO REVISION BY DATE � E %VIBES 5/21/ SWP- St9- ?O�ifA B D E F ! G ! H INTERLOCK NOTES: 01 -1 A MOISTURE TEMPERATURE MOTOR (MSH 244,0021 ALARMS ON'_Y. 5 01 -2 AIARMS;TMOISTUMRE RIN MOTORT(MSH 244,0021 ALARMS ONLY. NOTES: 1. PNL 137,407C IS LOCATED IN INFLUENT -tUMP B11110ING ACC1. o� c>,o � noas A��i46i� v JLL �d- -UR(I} �V o -2046 a= DESIGNED: b DATE ' R. BENFELL �- m E T R ® MAR 1992 ORAWN: CNECKED: SCALE METRO'S REGIONAL IN RENTON FILE NO SEA CAD GRH EN ENTTIIIgLANT NO SCALE STORMWATER. PUMPING STATION DRAMINC N0: RFCONMENDED: PIPING; PROCESS AND P1 GONTRACT NO ABPRDVE °` WiIG7281 INSTRUMENTATION DIAGRAM SHEET NO OF 3 F G H