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Home My WebLink AboutzS-2314SetU w wl I' W N I2 H , � O W N Q^ W� w O �o d Y 3 O� W � Q zZ �o W �o U i w i r I 1151, � I R-0 � I. � I .F ill a. r, 11 w I I 24X 4° FORCE MAIN STRAPPED N TO UNDERSIDE OF BRIDGE BECK SEE STRUCTURAL < * PLANS cr Zo <, J Q 26 _ BRIDGE DECK ' m z m m 1-- 1 26 PROPOSED 4 W m Q 6 ¢ Q J GRADE o N o N o N w¢ W C'4 N 24 a FM o o C, Q 5. 24- 22 FF ELEV =22.00 22 PROPOSED LOCATION OF CONTROL PANEL, NORTH WALL OF BUILDING. 20 BOTTOM OF A+ `� 20 BRIDGE GIRDER SEE DRAWING C16.A FOR PUMP STATION DESIGN & DETAIL 18 EXIST. 8° SS NOTE: 1. ALL FLOOR DRAINS WILL BE TIGHTLINED TO 16 - - _ O_ SANITARY SEWER SYSTEM. 16 14 _ _ P.O.C. BY MECHANICAL FOR 14 40 LF 6° DIP SANITARY SEWER FROM BUILDING 0.16.5% _ 12 3 16 LF PVC 12 N U) ® 2% MIN. N O 10 bo 10 8 — _ F N W. W 8 +4 III U 0 . W Z K U. N. H Y CD Q Z H � O l jO i O Z = g o O K = W Z Z _ SANITARY SEWER FORCEMAIN W W W W C " =201 H., 1" =21 V. C16 Sab231401 " RECOMMENDED __... FOR APPROVAL BY � � —1 b�c�� CALL 48 HOURS _ BY BEFORE YOU DIG BY — 1- 800 - 424 -5555 �Cmaulting Fngln"s - A. VFW 1201 Third Avarm Suite 900 y4� of ,Syvyco�,� Seattle, Washington 980 (206) 622-5872 Fax [2061 622 B00 CITY OF RENTON nP kF 24711 B� op CIS1'b% �F DE1' ,+.R'1'1\1FNT OF PU13LIC: WORILS IONAL V" SEWER PROFILE I EXPIRES 9/14/99 HUNTER DOUGLAS, INC. RENTON WASHINGTON DESIGNED JBM DATE: 30MAY97 P HDWI "PROI,DWG PER CITY REVIEW COMMENTS JDE MAV 30MAY97 OnawN DKR L2LI FN PER CITY REVIEW COMMENTS AGC I MAV 5/12/97 CHECKF_O: JOE SCALE: AS NOTED NO. REVISION tlV A DAIC APPnO"U' -_ Slfr(T %�Li (]f- C18 _ I w i r I 1151, � I R-0 � I. � I .F ill a. r, 11 w I I 24X I ° z O Qo � w 0 w O � J m ° a W o a i z � w a/ a w � J X U / m 0 X ° X m V � z � N = w � � � w z O X m ° ° O � S � ti c7 Z X 2 = w a yJ O � lei i CLEANOUT CONNECT TO MECH. IE 15.0 FF= 22.0 1OLF 6" SSS 0 2.0% c � �s 9 8 C1SA STORAGE WELL CONTROL PANEL FLECTRICAI CO_ ND. n — VENT TO DEDICATED MECHANICAL RISER IN BUILDING —PUMP STATION. /-45' BEND (MJxMJ) CONCRETE BLOCKING PER CITY OF RENTON SIANDARD 085 OK (TYP.) x--45' BEND (MJxMJ) ..... ___... 4" DIP FORCEMAIN \ /-45' BEND (MJxMJ) STORAGE WELL & PUMP STATION ELEVATION e SCALE 1 " =2' Ci6A WW - xy- 1 .1IT SEE DRAWING C16 FOR CONTINUATION 6" CRUSHED SURFACING BASE COURSE (TYP) PUMP STATION NOTES: 1. DUPLEX PUMPS AND MOTORS AND RAIL ASSEMBLY SHALL BE UL LISPED EXPLOSION PROOF AND LABELED FOR CLASS 1, DIVISION 1, GROUP D SERVICE. PUMPS SHALL BE NON -CLOG SUBMERSIBLE TYPE CAPABLE OF PASSING A 3" SOLID. EACH PUMP SHALL BE CAPABLE OF 80 GPM AT 19 FEET TDH. MOTOR VOLTAGE AND PHASE SHALL BE COMPATIBLE WITH SERVICE FROM BUILDING. RAIL SYSTEM SHALL ALLOW PUMP REMOVAL WITHOUT ENTERING PUMP STATION. 2. CONTROL PANEL SHALL BE DESIGNED BY THE MECHANICAL/ ELECTRICAL DESIGN BUILT CONTRACTOR FOR COMPATIBILITY WITH THE PUMP STATION. THE PANEL SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: • NEMA 3R ENCLOSURE. • UL LISTED FOR ENCLOSED INDUSTRIAL CONTROL PANEL. • HAND /OFF /AUTO SELECTOR SWITCHES, WITH PUMP INDICATING LIGHT. • PUMP ELAPSED TIME METERS. • DUPLEX PUMP SEQUENCING WITH ALTERNATOR. • ALARM SHALL TRIGGER A PANEL MOUNTED ALARM LIGHT AND A REMOTE RED ALARM LIGHT MOUNTED IN A VISIBLE LOCATION. • ALARM SHALL BE MOUNTED TO A 24 HOUR TELEMETRY AUTO- DIALER. • PLUG FOR EMERGENCY POWER GENERATOR 3. ALL MATERIALS OF CONSTRUCTION INSTALLED IN THE STORAGE WELL AND PUMP STATION SHALL BE EXPLOSION PROOF AND COMPATIBLE WITH THE HAZARDOUS LOCATION. 4. FINAL DESIGN (INCLUDING MATERIAL SUBMITTAL) SHALL BE SUBMITTED TO AND REVIEWED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. SUBMITTAL SHALL BE BY LICENSED P. E. IN STATE OF WA. PER CITY REVIEW COMMENTS PER CITY REVIEW COMMENTS NO, REVISION I 44 f 1 1'li 114 U dl )I�i l 9� 7 MANHOLE (84 ") S - 23/402 RECOMIAENDC.D FOR APPROVAL ALL 48 HOURS RIM 21.0 [B!EFORE YOU DIG - 800 - 424 -5555 .�.Y�. HYDRORAIL WITH CHECK HATCH TO BE L101 Third AVerM Sulte 900 Q4 py wasfl� OF, ELECTRICAL CONDUIT PRECAST VALVE VAULT & DISCONNECT OR EQUAL COMPATIBLE WITH CITY OF RENTON Po, mFC24711 '� W4 �aSS'41sT TO CONTROL PANEL SIZE AS REQUIRED SANITARY SEWER PUMP STATION PUMP RAIL SYSTEM HUNTER DOUGLAS, INC. i oesicN�u JBM— DATE, 30MAY97 DRAWN DKR EGR LFN CNECK�D: JDE SCAI -L. AS NOTED Pu.e NnraE: HOUT.DWG JOE MAV 30MAY97 N" r AGC MAV 5/12/97 BY APPN OA TL APPROVI 11 -" SH :C16A- C18 CHECK VALVE VENT TO BUILDING "' SIZE BY MECHANICAL % GATE VALVE IE 18.0 / 1 8" PVC TO STORAGE r /4DUCTILE WELL " 4 GALVANIZED III IRON FORCEMAIN STEEL FORCEMAIN ANCHORED AGAINST THRUST MERCURY FLOAT SWITCHES '- IE 14.8 EL 14.2 ALARM SIDE SEWER FROM BUILDING 7 EL 13.7 PUMP 2 ON I EL 12.2 PUMP 1 ON (2) DUPLEX PUMPS W /RAIL SYSTEM - EL 10.7 PUMP OFF 1 1 1 1 EL 8.7 BOTTOM SLAI1 ° 84' - PUMP STATION ELEVATION B SCALE 1 " =2' C16A PUMP STATION NOTES: 1. DUPLEX PUMPS AND MOTORS AND RAIL ASSEMBLY SHALL BE UL LISPED EXPLOSION PROOF AND LABELED FOR CLASS 1, DIVISION 1, GROUP D SERVICE. PUMPS SHALL BE NON -CLOG SUBMERSIBLE TYPE CAPABLE OF PASSING A 3" SOLID. EACH PUMP SHALL BE CAPABLE OF 80 GPM AT 19 FEET TDH. MOTOR VOLTAGE AND PHASE SHALL BE COMPATIBLE WITH SERVICE FROM BUILDING. RAIL SYSTEM SHALL ALLOW PUMP REMOVAL WITHOUT ENTERING PUMP STATION. 2. CONTROL PANEL SHALL BE DESIGNED BY THE MECHANICAL/ ELECTRICAL DESIGN BUILT CONTRACTOR FOR COMPATIBILITY WITH THE PUMP STATION. THE PANEL SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: • NEMA 3R ENCLOSURE. • UL LISTED FOR ENCLOSED INDUSTRIAL CONTROL PANEL. • HAND /OFF /AUTO SELECTOR SWITCHES, WITH PUMP INDICATING LIGHT. • PUMP ELAPSED TIME METERS. • DUPLEX PUMP SEQUENCING WITH ALTERNATOR. • ALARM SHALL TRIGGER A PANEL MOUNTED ALARM LIGHT AND A REMOTE RED ALARM LIGHT MOUNTED IN A VISIBLE LOCATION. • ALARM SHALL BE MOUNTED TO A 24 HOUR TELEMETRY AUTO- DIALER. • PLUG FOR EMERGENCY POWER GENERATOR 3. ALL MATERIALS OF CONSTRUCTION INSTALLED IN THE STORAGE WELL AND PUMP STATION SHALL BE EXPLOSION PROOF AND COMPATIBLE WITH THE HAZARDOUS LOCATION. 4. FINAL DESIGN (INCLUDING MATERIAL SUBMITTAL) SHALL BE SUBMITTED TO AND REVIEWED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. SUBMITTAL SHALL BE BY LICENSED P. E. IN STATE OF WA. PER CITY REVIEW COMMENTS PER CITY REVIEW COMMENTS NO, REVISION I 44 f 1 1'li 114 U dl )I�i l 9� 7 CO , r- .2 Flao a 1I 1 I ti 24X S - 23/402 RECOMIAENDC.D FOR APPROVAL ALL 48 HOURS [B!EFORE YOU DIG - 800 - 424 -5555 .�.Y�. Carwiting Engln"s A. VF, L101 Third AVerM Sulte 900 Q4 py wasfl� OF, ;,aVttla Washing ton 98101 2061 622-5622 Fax G?061 622-8130 CITY OF RENTON Po, mFC24711 '� W4 �aSS'41sT I,1,A N11 I !�ILNT OF PU131 I< WORI S SANITARY SEWER PUMP STATION EXFIItNS „ /.a /bN HUNTER DOUGLAS, INC. RENTON WASHING 70N oesicN�u JBM— DATE, 30MAY97 DRAWN DKR EGR LFN CNECK�D: JDE SCAI -L. AS NOTED Pu.e NnraE: HOUT.DWG JOE MAV 30MAY97 N" r AGC MAV 5/12/97 BY APPN OA TL APPROVI 11 -" SH :C16A- C18 CO , r- .2 Flao a 1I 1 I ti 24X 1� 1 IUI I Icni I �i �> of » � N L3 CV 4 )` rn a � o ° 1 z c� at sn rte-- o Q i S_ i m x 0 x n rL x n m CJ � Z x — o � J f Z O= X m'a o CLEANOUT CONNECT TO MECK IE 15.0 R= 220 101F 6' SSS M 2.0%� � A �s 9 8 C16A STORAGE WELL K (N If >�. SANITARY SEWER PUMP STATION - PARTIAL PLAN 1' =10' CONTROL PANEL VENT TO DEDICATED MECHANICAL RISER IN BUILDING PUMP STATION 45' BEND (MJxMJ) CONCRETE BLOCKING PER CITY OF RENTON STORAGE WELL & PUMP STATION ELEVATION I3 SCALE 1'=2' ► I 15: 111� - wwp - sue - X3 /4 PRI i 47 DIP FORCEMAIN `45' BEND (MJxMJ) SEE DRAWING C16 FOR CONTINUATION MANHOLE (84 -) RIM 21.0 HiDRORAIL WITH C -0aK HATCH TO BE ELECTRICAL CONDUIT � PNECAST VALVE VAULT & DISCONNECT C: E(QbA` COMPATIBLE -WITH TO CONTROL PANEL SIZE AS REQUIRED PUMP RAIL SYSTEM CHECK VALVE VENT IOBUIL&IttiO SIZE BY MECHANiCA_ /' GATE VALVE IE 18.0 i I e Pvc To W saRAC I I - - -- iI 4" GALVANIZED STEEL FORCEMAIN 4" DUCTILE IRON FORCEMAIN ANCHORED AGAINST I THRUST MERCURY FLOAT SWITCHES _ ,E J4U EL 14.2 ALARM SIDE SEWER PROM BiILDtNG EL 13.7 PUMP 2 ON EL 12.2 PUMP 1 ON I (2) DUPLEX PUMPS W /RAC. SYSTEM c� ;i EL 10.7 PUMP OFF 1 1 1 1 EL 8.7 BOTTOM SLAB E_ _- 84 PUMP STATION ELEVATION B SCALE 1 " =2' Ci6A C old °o °a 1� PUMP STATION NOTES: I. DUPLEX PUMPS AND MOTORS AND RAIL ASSEMBLY SHALL BE ®�® w UL LISTED EXPLOSION PROOF AND LABELED FOR CLASS 1, DIVISION 1, GROUP D SERVICE_ PUMPS SHALL BE NON—CLOG SUBMERSIBLE TYPE CAPABLE OF PA'_3gNG A 3' SCIJO_ EACH PUMP SHALL BE CAPABLE OF 80 GPM AT 19 FEET TDH_ MOTOR VOLTAGE AND PHASE SHALL BE COMPATIBLE WITH SERVICE FROM BUILDING. RAIL SYSTEM SHALL ALLOW PUMP REMOVAL WITHOUT ENTERING PUMP STATION. 2. CONTROL PANEL SHALL BE DESIGNED BY THE MECHANICAL/ ELECTiBCAL DESIGN BIALT CONTRACTOR FOR COMPATIBILITY WITH THE PUMP STATION. THE PANEL SHALL MEET THE FOLLOWING MINIMUM IREQU1REl1EPiTS: • NEMA 3R ENCLOSURE. • UL LISTED FOR ENCLOSED INDUSTRIAL CONTROL PANEL RECOMMENDED • HAND /0FF /AUT0 SELECTOR SWITCHES, WITH PUMP INDICATING LIGHT. FOR APPROVAL I" • PUMP ELAPSED TIME METERS eve , LALL HOURS DUPLEX PUMP SEQUENCING WITH ALTERNATOR. YOU DIG ALARM SHALL TRIGGER A PANEL MOUNTED ALARM LIGHT AND A BY 4 -5555 REMOTE RED ALARM LIGHT MOUNTED IN A VISIBLE LOCATION. BY-----,— � I . ALARM SHALL BE MOUNTED TO A 24 HOUR TELEMETRY AUTO— DIALER. 6' CRUSHED SURFACING • PLUG FOR EMBG04CY POWER GENERATOR ® — Calsulring Fsglnaevs BASE COURSE (TYP) 3. ALL MATERIALS OF CONSTRUCTION INSTALLED IN THE STORACF _ �y A I ' r01 Tntrd Avefwia Sure 900 WELL A ,1.�pF tidsy�a.GF, :iea[tla Washlrgtm 9811( ID! t'UW STATION MALL BE EXPLOSION PROOF AND � Q� °. -� - COMPATIBLE iATH THE HAZARDOUS LOCATION. �� ° " 2061 622 -5822 Fax (2061 622 -8190 4. FWAL DESIGN (INCLUDING MATERIAL SUBMITTAL) SHALL BE SUBMITTED CITY F REN N 24711 TO AND REVIEWED BY THE CITY OF RENTON PWOR TO CONSTRUCTION. ° °BPS -�rs,et `F' i ,-I " Cl vl NT of r UBLIC_Wo RKS SUBMITTAL SHALL BE BY LICENSED P.E. IN STATE OF WA SANITARY SEWER PUMP STATION - e� 9,1;66 HUNTER DOUGI S, INC. RENTON WASHINGTON A � LIJ AS BUILTS JEL JDE 24DEC97 DESwN= JBM oa e 30MAY97 aE as HJUT.DWG PER CITY REVIEW COM4IENTS JDE MAV 30MAY97 DRAWL. DKR /EGR /LFN - - -- - -- PER QTY REVIEW COL9IENTS AGC MAV 5 12 97 crtEClcEO JUE sca�E: AS NOTED FES ate;: PR B araR. DATE —al 1. � 1--. C16 -A o�: C18, n RIOLL 1:57 "k 24