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Home My WebLink AboutzS-2188SetEX. SS MH RIM= 264.14 IE= 249.03 (8" PVC E ' r-4v E=20 .03 5' S) 'PV CONTRA CTOR TO FIELD (V LOCATE EX. 6" C.I. PIPE AND DEACTIVATE. r- 6, C.I.STALL: 6" C.I. TAPPING TEE w 6" TAPPING GATE VALVE CONC. THRUST BLOCKING-,,Z D.I. AS REQUIRED C.I. (TJ) i WATERMAIN 0157 .F. O.I.P. (PE) 4" REDUCER (MJXMJ) 0155 TO SOUTH T IC. THRUST BLKG. EX 10' SVIRARY _ + EASEMENT s OD' 20 L IE =2 W J W II II VCEMAI iN `VEAK + ' C,w 383.96'. - I• STA. 11 +52. ® 27 L.F. 3' C900 BLUEBRUTE OR 01 P. (SANITARY SEWER. FORCEMAIN) Q I 1.a SANITARY SEWER PLAN AND PROFILE PORTION OF THE NE 1/4 SEC. 8, TWN. 23 N., RGE. 5 E., W.M. JCATE BLOW OFF STA 13 +33, 22.5' LEFL KING COUNTY, WASHINGTON TER BOX 1.5' INSTALL HIND BACK OF a PLUG (MI W 0131 TO W) 0145 EWALK PERMANENT 2" BLOW OFF TO W) ASSY. LOCATE AS SHOWN .506.1R, GONG. THRUST BLOCKING " GRA RY PVC 0 2% -- 7 N 8 TRACT''A' 2o.00• 9'23'27" W m q : 2 + FACY,7hE8 � �. \ `� SIDE SEWER G w II N W SLABS 238 LF 3" C900 BLUEBRUTE \= D.I.P. (SANITARY SEWER - -1_ FORCEMAIN),. 3 saoeezrw e. _ - -— - -�- - - -� ttPICAL�y A, CONCu THRUSY BLOCKING DOUBLE r°A, WATER METER S ' EX 6 �0 0 I :0) / Q� Q "THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATLEY / // /�// RREEF�LLEECCTS EXISTING CONDITIONS AS OF THIS DATE: 8/2/95 Lf�� Engineering A P1O...yi g Surveying Penhallegon Associates Consulting Engineers, Inc. 750 SE BEET SOUTH SUM 200 (206) e f) ® 21 b2) APPROVED BY DATE APPROVED BY DATE Lu 5 aw ~ �LL g 00 Wc oz Q Ill a 3 9 Z � n W L 2182 Z _ a 10 QaN as3W JmIJlZ Uz�2 CID Q I.I.I (L N ri) O DO DO LL N W N LL S� N Q N �i U) U) (� D H DO Y 0 0 U Jy sb�� 2 Q i V 8 5J� b8 , GDN CITY OF RENTON DEPARTMENT OF PUBLIC WORKS DESIDNED DATE FILE NO. DRAWN CHECKED SCALE 1" 40' FIELD BOOK PAl AFPROVED SHEET 6 OF 8 O Z m O ll.l U 6 C.I. (TJ) i WATERMAIN I +� _ + + N W W II II `VEAK ' S 00'28'25".W 383.96'. I• STA. 11 +52. ® 27 L.F. 3' C900 BLUEBRUTE OR 01 P. (SANITARY SEWER. FORCEMAIN) CONC. THRUST BLOCKING SEE SEWER ' 0161 PUMP STATION DESIGN BY OTHERS / 1 0160 O NOTEN � OFFSETS FOR SANITARY SEWER STUBOUTS SHALL BE MEASURED FROM CENTERUNE 1 OF SANITARY SEWER MAINLINE 0 MINIMUM FINISH FLOOR SHALL BE DETERMINED BY ADDING 4' -C" TO EACH SANITARY SEWER STUBOUT. I EX, MH I. /. RIM 2 RIM2 26.08 IE= 22fi.08 (8" PVC EW) , � 280 C .. :.: :.: ..... )j� ,.: .... . .. : 245 \.., ... .._ ... .:.. ,.., ..,. MH 2.,. STA 10 +80,' 8 RT ': RIM 240 X2{5 -}�_6S 4 \\ . .:: ._ I.E. B" OUT (Si.) �, \ ..: , , .:. .. ... ... 2244:7& .. \ 300 235 : Xref JI PRF :: \ -' 6 (.F, . 8'P� Sy. 236 ,3" 'SEWER'FORCEMAIN ER FOR 230 C900 BLUEBRUTE :. OR CLASS 50 D.I P.: -, :.,10+00 .:..; _..11+00 12f00 :... .:.: 1af00 .',, ..:: 14+00.:.: ::. .154w MONTEREY AVE. NE MH ; STA 1� +4 RT235.51 PROFILE VIEW PUM STATION MH II -7T p� A \ RIM= &968' SCALE 1' =40' HORIZ 1 E: -2234 (8" IN N.) " RIM423&21- 235.814E 1.E _ -226.9E (8" IN E:) �/ �_ 4 1 =5' VERT 227.4 IE: - 22F2 -N (8 OUT W.) 227.1 .226.9 SEE DETAIL SHEET BY OTHERS �'ff_�® •Owe G I.E: 227.1 C' STUB TO LOT 6) 19 L.F. B" PVC 0 1.32% 227.5 I :0) / Q� Q "THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATLEY / // /�// RREEF�LLEECCTS EXISTING CONDITIONS AS OF THIS DATE: 8/2/95 Lf�� Engineering A P1O...yi g Surveying Penhallegon Associates Consulting Engineers, Inc. 750 SE BEET SOUTH SUM 200 (206) e f) ® 21 b2) APPROVED BY DATE APPROVED BY DATE Lu 5 aw ~ �LL g 00 Wc oz Q Ill a 3 9 Z � n W L 2182 Z _ a 10 QaN as3W JmIJlZ Uz�2 CID Q I.I.I (L N ri) O DO DO LL N W N LL S� N Q N �i U) U) (� D H DO Y 0 0 U Jy sb�� 2 Q i V 8 5J� b8 , GDN CITY OF RENTON DEPARTMENT OF PUBLIC WORKS DESIDNED DATE FILE NO. DRAWN CHECKED SCALE 1" 40' FIELD BOOK PAl AFPROVED SHEET 6 OF 8 O Z m O ll.l U 6 Specifications: / 3 "NPT DISCHARGE: 1 -1/4 "NPT, Vertical LIQUID TEMPERATURE: INT Continuous. I VOLUTE: Cast Iron ASW AZ: Class 30. — — —10'80 MOTOR HOUSING: Cast Iron ASTM A -06, Class 30 SEALPLATE: Cast Iron ASTM" CIass30. _ IMPELLER: Design: 10 Vane. Vortex, Win Pump Our r 5.55 +� —Tt3 Vans Or. Ba"k Sc, Dynam tally Balanced, Or. 150 G6c, Mdlenal; BSS 5 S Bronze SHREDDING RING: Hartlenetl 4900 Sra nless Steel, 21.00 Rockwell C-55 CUTTER: Hardened 441X: Stainless Steel, Rockwell C55 SHAFT: 416 Stainless Steel xC. "NPT DISCH SQUARE RINGS: BUna N / . 1 HARDWARE See Sales Stanless Steel / PAINT- Acryl Prue, ' wlh Enamel Top Coat. SEAL- Design. Tandern Mechancal OI FIIed EY R Man Rot t g F 3.67 Stal..ary Faces Ceramc \ ( f EI t r B N Held -3GGSenE,SIaOnIeSS, MO EL PART HP VOLT PH RPM NEMA FULL LOCKED CORD CORD CORD x �� Series: XSGV 2HP CABLE ENTRY. 254 Cud Epn SeletlHousing NO. NO. (Nom) CODE LOAD ROTOR SIZE TYPE OD scvL[xcP Vi 3450 RPM cosec —dBry Puensure Grommet AMPS AMPS TRANSMITTER SEE DETAIL _X� / SUBSD2 THIS SHEET. II / RIM - 236.2= T for Seal rig and Stra n Ref Of. SPEED 3450 RPM (Nominal) UPPER BEARING. Dv Age. S gle Row, Ball I XSGV2042L 082172 2 460 3 3450 H 4.0 18.0 10/4 SO 0.745 M islUre/oun e[atures cable f all P odes 51 &'S SO 04760D _ I L b c Ron, 011 L d. Bad I . LOWER BEARING.- DESigo. Single R Ball IMPORTANTI I _ L ~•�.•` CITY OP REN7'ON L b lio Oil d Had Thus' Mb� 1 SENSORS 5 CO CT 5 8S wnRR4NTY IM C MOISTURE 5 E CIRCUIT C "'- SIi1NDARIJ TELCMEfRY DL " /AfL .S'UR.SDJ DUPLEX SUBMERSIBLE LIF-I*STA77ON q z o o MOTOR: g S gl PROPER O 5 SORB CO AG ES S O INFORMATION GO GEHN G MOISTURE SENSING E YS O CUSTOMER _ ' Undewrt L boraroresnc NO Ph y CO O ES _�� FRI. No E13842 . o OIFII tl Squirrel C g Itl Cie. B D ERSNORR IU ) GE �S G 5 O TM U SA U I S LABIRATOREI NG LISTED FOR PUMPING INATERAND _ 14. Description. hh.al to SINGLE PHASE' Cap -M,, StanC,pacito, Run, )PUMPS OBESEO APPLICATIONS WHERE REGUTAFHUMANCONTACTV4 Ow CAN OCCUR IE, DESIGN 8 SPECIFICATIONS PROVIDED BY'CASCADE MACHINERY & ELECTRIC, INC. fs itR� �a`v s /oral ENS THE GRINDER PUMP IS FOR USE IN Require: O 1 tlp tact 1 b Included control p I ptlO EMMMNG GOLS EGORATNE FOUNTAINS FAO ExPIRES s -10 -s 1, HAZARDOUS LOCATIONS AND IS Rep it Barnes. s 51 d Control P h includes P.O. BOX 3575 DESIGNED TO REDUCE DOMESTIC COMERCIAL, INSTITUTIONAL AND LIGHT C p t Capacitor p' THREE PHASE Dust Voltage 2101160. O ad SEATTLE WA 98134 INDUSTRIAL SEWAGE TO A FINELY GROUND SLURRY Protection to be Induced) control p l MOISTURE SENSOR: NIO Recurs, Relay In Control Panel TEMPERATURE SENSOR NIC R q - s Relay n Control Panel :. PHONE, (206) 762 -0500 M�0e pE PAIiTMENT OF PUBLIC OPTIONAL EQUIPMENT. Seal Mater al Impeller Trims W) CONTACT, DAVE COFFEE And onal CaDre: am O TRANSMITTER SEE DETAIL _X� / SUBSD2 THIS SHEET. II / RIM - 236.2= IT >,4 a AmENUAPoLE. o�x. Haar. ..e X ,I zHaPOx R ANT TOTAL HEAD MTRS FT ' 30 11]1] 25 Bo 20 so 15 40 10 20 5 T � I il:l 1u A _ I 3 . IT >,4 a AmENUAPoLE. o�x. Haar. ..e X ,I zHaPOx R ANT TOTAL HEAD MTRS FT ' 30 11]1] 25 Bo 20 so 15 40 10 20 5 U.S. GALLONS 1 10 20 3D 40 50 10 PER MINUTE LITERS 0.5 1.0 1.5 2'.D 2.5 3.D 3.5 { PERSECOND aLE LEVEL TRANSMITTER MOUNT .xW Y n e,enl r r rz.suNs ( UPLI X SUOM1IGN /III T.STATIG -- ' --- - -- -- .QUITAI N , GOIAGNAAINIE § @Q --------- -------- ------ - ---- „arxaLL LaPaL h 6 n ro...o.e.Awe vsov s T de o ,, e a'a e j) o - e - --- a a a e e -- o .... O I -- 9 9 . B O -- I e ?, o e D E ' � Moo[Lxx,,,A Po�[Ra.rr.ra..a[r.r..aa.xa n ax.xaaT [a,Lr. Lmaax rae x.RrL..r w,L Raa .xx[ Tm Q [Ra II -1I ,x[rno.[�,bn.n�T � nopEL Fro .ate [L ar[. IS rnaauaxcraso,ns e<sa,ns Wan xEUA Z[ncL srvcsoso s [a ER waasxovm. .5'TANI NIT Y II 'UI I II I„w p_ /a,—was cTnc ueo[LO sz. EREOUaLme.xsa 0-0x50 AC ,NT A(rNrlll U(Q OGA 21 S.0 p FA I ro"No"111 toi z (a Z Q rr,rL wxa[ � �2 d W .= 224-0 ELEV. 225.0 223 TO slur � = 221.0 U) ,zr,. ex.Mam[aoV ,oe[av ar,uzsu,[z.L � 00 � ZZ0).q Z d Z N O�Yzro .APPROVED BYDATE X17 APPROVED BYE DATE 41x615. T � ° 5 N '. 1 .•...,. °.,,.wa z X z S M N DO DO ° On o GO z N w It I _ L ~•�.•` CITY OP REN7'ON a }' N N w "'- SIi1NDARIJ TELCMEfRY DL " /AfL .S'UR.SDJ DUPLEX SUBMERSIBLE LIF-I*STA77ON q z o o WET WELL LEVEL SWITCH SETTINGS CONTROL LOGIC DIAGRAAf _ ' Cp1x.�TALC[atl - IIH qd GA A�e4�- • 1`P� wAS�OB 1 0�`�' Sb`a�s _�� NOTE , 5-2/iM or No DESIGN 8 SPECIFICATIONS PROVIDED BY'CASCADE MACHINERY & ELECTRIC, INC. fs itR� �a`v s /oral ENS 4600 EAST MARGINAL 'WAY S. ExPIRES s -10 -s 1, O P.O. BOX 3575 ° SEATTLE WA 98134 1 PHONE, (206) 762 -0500 M�0e pE PAIiTMENT OF PUBLIC WORKS W) CONTACT, DAVE COFFEE am O Z IM O DES GNEp REH ATE - 95 FLENO _ � IN IE. DRAWN BW Ul PER CITY REVIEW OCS MPG 4 -3 -g5 CHECKED REH - BOALE 1° 50' _ FORD BOOK PADS -_ EHEET P 1 1 V REVISION BY APPR. DATE APPROVED �rrr,�n o, °�x��,T °.: m U.S. GALLONS 1 10 20 3D 40 50 10 PER MINUTE LITERS 0.5 1.0 1.5 2'.D 2.5 3.D 3.5 { PERSECOND aLE LEVEL TRANSMITTER MOUNT .xW Y n e,enl r r rz.suNs ( UPLI X SUOM1IGN /III T.STATIG -- ' --- - -- -- .QUITAI N , GOIAGNAAINIE § @Q --------- -------- ------ - ---- „arxaLL LaPaL h 6 n ro...o.e.Awe vsov s T de o ,, e a'a e j) o - e - --- a a a e e -- o .... O I -- 9 9 . B O -- I e ?, o e D E ' � Moo[Lxx,,,A Po�[Ra.rr.ra..a[r.r..aa.xa n ax.xaaT [a,Lr. Lmaax rae x.RrL..r w,L Raa .xx[ Tm Q [Ra II -1I ,x[rno.[�,bn.n�T � nopEL Fro .ate [L ar[. IS rnaauaxcraso,ns e<sa,ns Wan xEUA Z[ncL srvcsoso s [a ER waasxovm. .5'TANI NIT Y II 'UI I II I„w p_ /a,—was cTnc ueo[LO sz. EREOUaLme.xsa 0-0x50 AC ,NT A(rNrlll U(Q OGA 21 S.0 p FA I ro"No"111 toi z (a Z Q rr,rL wxa[ � �2 d W .= 224-0 ELEV. 225.0 223 TO slur � = 221.0 U) ,zr,. ex.Mam[aoV ,oe[av ar,uzsu,[z.L � 00 � ZZ0).q Z d Z N O�Yzro .APPROVED BYDATE X17 APPROVED BYE DATE 41x615. �I O N e W _j O_3:z J.m.W W _ —.. v= Uz�0 Ewa N r � �pA:;• I O LIFT STATION CONTROL LOGIC T � ° 5 N 1 .•...,. °.,,.wa z X z S M N DO DO ° On o GO z N w It I _ L ~•�.•` CITY OP REN7'ON a }' N N w �I O N e W _j O_3:z J.m.W W _ —.. v= Uz�0 Ewa N r � �pA:;• I O LIFT STATION CONTROL LOGIC T � ° 5 N 1 .•...,. °.,,.wa z X z S M N DO DO ° On o GO z N w It `�”' _ L ~•�.•` CITY OP REN7'ON a }' N N w "'- SIi1NDARIJ TELCMEfRY DL " /AfL .S'UR.SDJ DUPLEX SUBMERSIBLE LIF-I*STA77ON q z o o WET WELL LEVEL SWITCH SETTINGS CONTROL LOGIC DIAGRAAf _ ' Cp1x.�TALC[atl - IIH qd GA A�e4�- • 1`P� wAS�OB 1 0�`�' Sb`a�s NOTE , 5-2/iM 239 5 No DESIGN 8 SPECIFICATIONS PROVIDED BY'CASCADE MACHINERY & ELECTRIC, INC. fs itR� �a`v s /oral ENS 4600 EAST MARGINAL 'WAY S. ExPIRES s -10 -s 1, O P.O. BOX 3575 SEATTLE WA 98134 CITY OF RENTON PHONE, (206) 762 -0500 pE PAIiTMENT OF PUBLIC WORKS W) CONTACT, DAVE COFFEE O Z IM O DES GNEp REH ATE - 95 FLENO _ � DRAWN BW Ul PER CITY REVIEW OCS MPG 4 -3 -g5 CHECKED REH - BOALE 1° 50' _ FORD BOOK PADS -_ EHEET P 1 1 V REVISION BY APPR. DATE APPROVED �rrr,�n o, °�x��,T °.: m