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WWP273536 (6)
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A SN P'fS i E i i i PJ yf � (ice IoDo w 0 4w 8qD 0 Ch Ono 6IiD ❑ QNDQD6H8E}- BND0 a MD ON ' 82ID BND eli a GND .04,24- a I- Fao a 8- MUM011 CH IS z -cm a ccm 7 c .- FIGURE 3.4$ EXPANSION DIGITAL IN CONNECTION EXAMPLFS ///2 ZO// /VZ Af C-4ac,E C'pt "o-' Z c,*eu t Cibrier! 1 10 A Stok+%a,v Ftuod A IA►erv� .0 y Sw•t:k rhothaiwN �w see,es, ltla to er 5We �C- WeSf i �• r, �, ry r, ♦ r, 011 ComwiNiG TIM Ott 033 0W Cis PROTECTED 0:6 on a FIELD ova a Dill BOARD Clio 0 coat wu pj 0WAL na ffAL MY < 0 at,t O112 0 0113 0 01U 0 0116 com com cm com com CON MICAWOM SPEECH Vo SPFAKER com C� St1DPLY tau m m AAALOG IN C���:Ti Qi Qi Q�mQ:a At A2 A3 Ad A5 A6 AA M AXA11 CON FIGURE C.I EXAMPLE MASTER II© LT' 168 DIALUP SY8tEld W NC8 0 ca 0 we 0 NC7 C1 0 llO1 �ice �cs �low L amcs a, cs h-1 aos TO MKS in kA SQ. �V }' //rs�s" G SA7C8 t� 914aA'Ieit 24 Westview RENTON Westview 2110/9717:41 Address= 20 DIGITAL OUTPUT ASSIGNMENTS: DO 1 Pump 1 call _ DO 1 2 Pump 2 call DO 3 High level alarm -- DO 4 Low level alarm DO 5 Pump 1 fail DO 6 Pump 2 fail DO 1 7 DO 81 XMIT DATA: Se -" ( tpomts and control bits sent from the master to the remote) LINE # RUGID RUGI COIL I10 FUNCTION AT%O Bit # Bit # �T�YPE CHAN 2001 1 �— MSB--1 for transmit flag 2002 ---- 2 1 i Pump and other control bits: - - 3 - -- -- 4 _ ---- 6 f 9- 10 16 2003'-- __ 20042005 4 _._..._.... 2006 6 _........ _.... 2007 7 ._....... __ _. 2008 8 ' 2009' 120 9 10 - _.... 2011 11 - ---- 2012 12 _�._.. - - - Address= 20; - RCV DATA: (Analog values, statuses and alarms received by the master from the remote.) LINE # RUGID RUGI COIL UO UO FUNCTION AR%O : Bit # ° Bit # ITYPE 16WN 2051 1 -------- MSB=1 for transmit flag - 2052 _ STATUSINPUTS:Rugid Field Board inputs: IRugid DI 5 _...�, ___...__....._..._._5 Startbet6 DI 6 Stop Float Expansion Board inputs: # IDI I ump 1 fail reset pushbutton I1 ID1 I 2' Pump —2fail reset pushbutton Page 57 20 Westview 3 DI 3 Emergency pump calf 4 DI 4 On=PUMP 2 only 5 DI 5 Alarm reset pushbutton 6 DI 6 Mode control SCUM 7 DI 7 Mode control TIME 8 DI 8 Mode control REMOTE AUTO 9 DI 9 On=ALTERNATE pumps 10 DI 10 High level float alarm t t t DI 11 Low level float alarm 1 12 IDI 1 12 Power/phase fail alarm 13 DI 13 14 DI 14 SfiA%�o v F/aD 1561 15 Intrusion door switch, normally closed 4--- w a ed �.► C rt r 16 DI 16 2053 3 STATUS INPUTS: Dl 17 Pump 1 run DI I 18 Pump 2 run DI 19 01 20 Dt 21 Pump 1 HOA HAND DI 22 Pump 2 HOA HAND DI 23 DI 24 DI 25 Pump 1 HOA OFF DI 26 Pump 2 HOA OFF DI 27 DI 28 DI 29 Pump 1 check valve closed DI 30 Pump 2 check valve closed — DI 31 Pump 1 Hi Motor Temp DI 32 Pump 2 Hi Motor Temp 2054 4 2055 51 ALARMS: 1 Pump 1 FAIL 2 Pump 2 FAIL 3 4 High level transducer alarm 5 Low level transducer alarm I 6 7 8 9 10 High level float alarm 11 Low level float alarm 12 Power/phase fail alarm 13 14 Low battery voltage alarm 151 Intrusion alarm 16 Communications fail alarm 2056 6 2057 7 IAI 1 jWet well level, R'100 Cvt / frAv 2058 8 ' A-f aTiv.>Ii-,.vg.0 2059 91 Raingage cumulator, reset at midnight 2060 101 1 Wetwetl calculated inflow. GPM 2061 11 Wetwell calculated outflow, GPM 2062 12 Wet well inflow 24 hr total, gal'1000 2063 13 Wet well outflow 24 hr total, gal •1000 2064 14 1 Pump 1 Runtime, hrs-10 Page 58 S No A.- We//. 5 "*h./ VA/, 20 Westview 2065 15 Pump 2 Runtime, hm'10 2066 2067 16:-- 2068 18 - - j pump 1 Starts 2069 19 ' ...._._.... _... __-_.......... _. Pump 2 Starts 2070 - 20- _ 2071 21....... --- - ...... _.... ...... __._----. - 2072 22 - - 2073' 23 I 2074 24 Channel # if archive data present 2075 i 25' 100'day of month • sample # of archive data 2076 1 _ 26 Archive sample 1, -1 if no sample here . 20771 27 _ I Archive sample 2, -1 if no sample here M78 28 Archive sample 3, -1 if no sample here — 2079 29 Archive sample 4, -1 if no sample here 2080 30 Archive sample 5, -1 if no sample here 2081 �31 Archive sample 6, -1 if no sample here Archive sample 7, -1 if no sample here Page 59 WIRMRNH,.RqA_ Dual -Channel Safety Barriers Safety Barrier Polarity: + / Signal Barrier Polarity: + Series 9002/13 Dual Channel Safety Barriers Safety BarHer PolaWty: t / Signal Barrier Polartty + ` sale o'ea Hazar3ws wren • Dlode return barrier for supply and return signals in one unit with 1 3 very small entity current (I.) addition Y6 ° from the second channel c� .1 roe ur, �v m carry sate • Allows the connection of regulated eaupmem ? Bale derce(s) power supplies, UN • re .. .... } 1__ .t .___._.. .e • Approved for installation in Division 2 o� c 2 — — 4 and Zone 2 4, AA manccy Selection iabte Channel UN R ,,, Rma: 1.. 61.1 Safety Data Uo In Po V MA V V mA mW 1 16 95 108 148 -- 19.9 222 1100 2 16 -- -• 2 19.9 3 15 1+2 -- -- 19.9 225 1120 1 24 321 358 67 -- 28 90 630 2 24 -- 2 28 3 21 1+2 28 93 651 1 24 269 290 82 -- 28 107 749 2 24 -- 2 28 3 21 1+2 -- 28 110 770 I Only for channel 2: maximum leakage Order num�r IIC 1113 L. C. Lo Co mH pF mH NF 0.39 0,223 3.18 1.42 t9002113=199 225 001 1000 0,223 1000 1.42 0.37 0.213 3.15 1.38 y 2.2 0.083 14 0.65 9002113 280 093^001 . j 50 2 0.083 0.08 150 13 0.65 0.636 {h _ 1.35 0.083 9.6 0.65 9002/,1�3-280'1. 0 1 50 0.083 150 0.65 '-. 1.25 0.08 9 0.635 lleet s 10 NA Note Applicabon example see General - Standard Applications tFunctional and MauctmirmFSafely Values_ UN Nominal voltage AU Additional voltage drop Le Maximum permissible through the safety barrier external inductance R. Minimum resistance Uo Maximum voltage C, Maximum permissible of the safety barrier external capacity R. Maximum resistance b Maximum current of the safety barrier Im.. Maximum current P� Maximum power through the safety barrier 2010-11•22nx0001-e„ 2r12 wesi' v i e w t-►f + SfAttoN S C rid A SN P LtfS /11Z /Zow ram: ►•. FIGURE 3.49 EXPANSION DIGITAL IN CONNECTION Fx,{;y PLFS C.tiaaA- ✓.o-/re Cibreo! 1 see y sw•itk r.+tfutwa► sw. FA43 tov see. es 3 F� Itla tc : ��` ��'a s /v/v Sc,c.36 � �c� fore 14le f" We ll /va 1"- /p 3zV11 pew /W/- /0 VAC ¢�a ! ' T R aaa DIALUP ItfM9d oit CmW1NICAT09 0 NC8 012 0 ce OS3 a Noe M4 NcT oz PROTECTED 0 a 0:6 0 No? oIS 0 cs am a BEARD mw 0110 0 NCS ( cm 0 a CS Coss a Nos DWAL W DWAL OUT 0171 a NG1 O112 Q? 0 CA p113 a 0 NW OLtd 0 0 NC3 cus 0 C3 alto 0 NO3 Oom 0 NC2 com 0 C2 cm 0 NO2 Cold �E NCI Cora 001 i�xI1L3PMOxI: auc sp" LA] we M PRINTER cm 0 SPEAKER cm cm cou 0 I.DOP SUPPLY m 0 m M 0 ANALOG IN a0000Pi 0000¢s AlA2A3AAASA6 4 Ab0AHXt1CM use Safety ewvv e� e. FIGURE C.I EXAMPLE MASTER II© I a -W- 168 20 Westview RENTON Westview _...—_.. _ 2110/97 17:41 Address= _ 20 _ DIGITAL OUTPUT ASSIGNMENTS: . .................. DO 1 Pump 1 call DO 1 21 Pump 2 call — DO 3 High level alarm DO 41 Low level alarm DO 5; Pump 1 fail DO 6 Pump 2 fail DO 7 �_.......... ..... .......... _ DO 8 XMIT DATA: (Setpoints and control bits sent from the master to the remote) LINE # RUGID RUG COIL UO UO FUNCTION AT%Q Bit # Bit # TYPE CHAN 2001 1 _ MSB=1 for transmit flag 2002 2 Pump and other control bits: ......... ............. 2 ---_ 3 - __ 4 - — _ 5 6 - -- —.__t._ -..... 7 8 —.......... 9 _.10_ 12 __...T.__ 13 _ — 14 -- 15 2003 3 2004 q 2005 5 i .... _..... . 2006 2007 7 2008 8 i _—..._-- _ 2009 9 - 2010 10 ._.......... -- ...... —...-- _ 2011 111 1�— _....._._ 2012 12 ....... Address= 20 ........ _..__...__ ....__ RCV DATA: (Analog values, statuses and alarms received by the master from the remote.) LINE # — RUGID RUGI ICOIL 1 1110 7110 FUNCTION AR%Q ' Bit # Bit # TYPE CHAN 2051: 1 .... ---......... _.__....__ _ MSB=1 for transmit flag 2052 21 1 STATUSINPUTS: Rugid Field Board inputs: 5° DI 5 Start Float 6 DI 1 6 Stop Float _ Rugid Expansion Board inputs: 11 IDI 1 1 Pump 1 fail reset pushbutton 21 2 Pump 2 fail reset pushbutton Page 57 20 Westview 3 DI 3 Emergency pump call 4 DI 4 On=PUMP 2 only 5 DI 5 Alarm reset pushbutton 6 DI 6 Mode control SCUM 7 DI 7 Mode control TIME 8 DI 8 Mode control REMOTE AUTO 9 DI 9 On=ALTERNATE pumps 10 DI 10 High level float alarm 11 DI 11 Low level float alarm 12 DI 12 Power/phase fail alarm 13 DI 13 14 DI 14 15 DI 15 Intrusion door switch, normally closed--- W, Q ed •.► G rtt 16 DI 16 2053 3 STATUS INPUTS: DI 17 Pump 1 run Dt 1 18 Pump 2 run DI 19 DI 20 DI 21 Pump 1 HOA HAND 01 22 Pump 2 HOA HAND DI 23 DI 24 DI 25 Pump i HOA OFF DI 26 Pump 2 HOA OFF DI 27 DI 28 DI 29 Pump 1 check valve closed .0- DI 30 Pump 2 check valve closed DI 31 Pump 1 Hi Motor Temp DI 32 Pump 2 Hi Motor Temp 2D54 4 2D55 5 ALARMS: 4 Pump 1 FAIL 2 Pump 2 FAIL 3 4 High level transducer alarm 5 Low level transducer alarm 6 7 8 9 10 High level float alarm 11 Low level float alarm 121 Power/phase fail alarm 13 14 Low battery voltage alarm 15 Intrusion alarm 16 Communications fail alarm 2056 6 2057 7 AI 1 Wetwelllevel,11'100 Gvt/ Ti'�s+v 2058 8 AIA-WS- . 4 �ivfJ-.ws>C 2059 9 Raingage cumulator, reset at midnight 2060 101 lWetwell calculated inf ow, GPM 2061 11 lWetwell calculated outflow. GPM 2062 12 Wet well inflow 24 hr total, gal *1000 2063 13 Wet well outflow 24 hr total, gal *1000 2064 14 Pump 1 Runtime, hrs'10 Page 58 S c u 1"iti �- well_ ] fRia� Glaa !, 20 Westview 2065. 15 ! Pump 2 Runtime, hrs-16 2066 16--- 2067 17! 18 - {Pump 1 Starts 2069 2070 19 20 ... __........ _._......_.......... _-.... _........ _... Pump 2 Starts 2071 -- 21 — - 2072 22 2073 23 2074 24 I Channel # if archive data present - — 2075� 25 -- 100'day of month • sample # of archive data 2076 � 26 Archive sample 1, -1 If no sample here . ton 27 { Archive sample 2, -1 if no sample here 2078 28 _ Archive sample 3, -1 if no sample here 2079 29 Archive sample 4, -1 if no sample here 2080 30 Archive sample 5, -1 if no sample here 2081 31 Archive sample 6, -1 if no sample here 2082 32 JArchive sample 7, -1 if no sample here Page 59 4'�A,4ti l Dual -Channel Safety Barriers Safety Barrier Polarity: + / Signal Barrier Polarity: + Series 9002/13 oua Channel safety BarrWm safety BarHer Pofarfty f sfg�al Barrier"P,olarlty: Sate area Hazardous area 1 ---- 3 conepi room Uri intrir+sica3ly sate eatopment ! i tiet0 Cer'cefs} ,V PA 4 Selection Table • Diode return barrier for supply and return signals in one unit with very small entity current (I,) addition from the second channel • Allows the connection of regulated power supplies, Ur, • Approved for installation in Division 2 and Zone 2 Channel UN R,„„, Rma; M,a• pU Safety Data Uo In Po IIC Its 1 2 1+2 1 2 1+2 1 2 1+2 .I V f� O 16 95 108 16 24 321 358 24 -- -- 24 269 290 24 Only for channel 2: mA V V 148 -- 19.9 2 19.9 67 -- 28 -- 2 26 -• 28 82 -- 28 -- 2 28 28 maximum leakage mA 222 3 225 90 3 93 107 3 110 mW 1100 15 1120 630 21 651 749 21 770 Lo Co to Co mH NF mH pF 0.39 0,223 3.18 1.42 1000 0.223 1000 1.42 0.37 0.213 3.15 1.38 2.2 0.083 14 0.65 V02113480 093401 ;,1 50 0.083 150 0.65 2 0.08 13 0.636 {" r 1.35 0.083 9.6 0.65 9002113 50 0.083 150 0.65 ;•,' 1.25 0.08 9 0.635 heave s 10 pA Note Applicabon example see General - Standard Applications tFunctionalganl Maxfmam Safely Values "2 UN Nominal voltage AU Additional voltage drop I -a Maximum permissible through the safety barrier external inductance R. Minimum resistance Uo Maximum voltage Co Maximum permissible of Ore safety barrier external capacity R. Maximum resistance le Maximum current of the safety barrier 1. Maximum current R Maximum power through the safety barrier 2010-11.22 Ax00-01 en . _. W 2112 ` f-1E-,�i7"vIG—=,\.,i TagName DateTime Runs WW_SD_WESTVIEW_STARTCNTI 01/08/20110:00 7 W W_SD_W ESTV I E W_STARTCNTI 01/08/2011 1:41 0 W W_SD_W ESTVIEW_STARTCNTI 01/08/2011 3:23 1 W W_S D_W ESTVI E W_STARTC NT1 01/08/2011 5:05 1 W W_SD_W ESTV I E W_STARTCNTI 01/08/2011 6:47 1 WW_SD_WESTVIEW_STARTCNTI 01/08/20118:29 2 WW SD WESTVIEW STARTCNTI 01/08/201110:10 2 WW_SD_WESTVIEW_STARTCNTI 01/08/201111:52 3 WW_SD_WESTVIEW_STARTCNTI 01/08/201113:34 4 WW_SD_WESTVIEW_STARTCNTI 01/08/201115:16 5 WW SD WESTVIEW STARTCNTI 01/08/201116:58 5 WW_SD_WESTVIEW_STARTCNTI 01/08/201118:40 6 WW SD WESTVIEW STARTCNTI 01/08/201120:21 6 WW SD WESTVIEW STARTCNTI 01/08/201122:03 7 WW SD WESTVIEW STARTCNTI 01/08/201123:45 7 WW SD WESTVIEW STARTCNTI 01/09/20111:27 0 WW_SD_WESTVIEW_STARTCNTI 01/09/20113:09 0 WW SD WESTVIEW STARTCNTI 01/09/20114:50 1 WW SD WESTVIEW STARTCNTI 01/09/20116:32 1 W W_SD_W ESTV I E W_STARTCNTI 01/09/2011 8:14 1 WW SD WESTVIEW STARTCNTI 01/09/20119:56 2 WW_SD_WESTVIEW STARTCNTI 01/09/201111:38 3 WW SD WESTVIEW STARTCNTI 01/09/201113:20 3 WW_SD_WESTVIEW STARTCNTI 01/09/201115:01 4 WW SD WESTVIEW STARTCNTI 01/09/201116:43 4 WW SD WESTVIEW STARTCNTI 01/09/201118:25 5 WW_SD_WESTVIEW_STARTCNTI 01/09/201120:07 6 WW_SD_WESTVIEW_STARTCNTI 01/09/201121:49 6 WW SD WESTVIEW STARTCNTI 01/09/201123:30 7 WW SD WESTVIEW STARTCNTI 01/10/20111:12 1 WW_SD_WESTVIEW STARTCNTI 01/10/20112:54 1 WW SD WESTVIEW STARTCNTI 01110120114:36 1 WW_SD_WESTVIEW STARTCNTI 01/10/20118:00 3 W W_SD_W ESTV I E W_STARTCNT1 01/10/2011 9:41 3 WW_SD_WESTVIEW STARTCNTI 01/10/201111:23 4 WW_SD WESTVIEW STARTCNTI 01/10/201113:05 4 WW_SD WESTVIEW STARTCNTI 01/10/201114:47 5 WW_SD_WESTVIEW_STARTCNTI 01/10/201116:29 5 WW_SD_WESTVIEW_STARTCNTI 01/10/201118:10 6 WW_SD WESTVIEW STARTCNTI 01/10/201119:52 7 WW SD WESTVIEW STARTCNTI 01/10/201121:34 7 WW SD WESTVIEW STARTCNTI 01/10/201123:16 8 WW_SD_W ESTVIEW_STARTCNTI 01/11/2011 0:58 1 WW_SD_WESTVIEW STARTCNTI 01/11/20112:40 1 WW SD WESTVIEW STARTCNTI 01/11/20114:21 1 WW SD WESTVIEW STARTCNTI 01/11/20116:03 2 WW_SD_W ESTVIEW_STARTCNTI 01/11/2011 7:45 W W_SD_W ESTVI EW_STARTC NT1 01/11/2011 9:27 W W_SD_W ESTVI EW_STARTCNTI 01/11/2011 11:09 W W_SD_W ESTV I EW_STARTCNTI 01/11/2011 12:50 W W_SD_W ESTV I EW_STARTCNTI 01/11/2011 14:32 W W_SD_W ESTV I EW_STARTCNTI 01/11/2011 16:14 W W_SD_W ESTVI EW_STARTCNTI 01/11/2011 17:56 W W_SD_W ESTVI EW_STARTCNTI 01/11/2011 19:38 W W_SD_W ESTVI EW_STARTCNTI 01/11/2011 21:20 WW_SD_WESTVIEW_STARTCNTI 01/11/2011 23:01 WW_SD_WESTVIEW_STARTCNTI - 01/12/20110:43 W W_SD_W ESTV I E W_STARTCNTI 01/12/2011 2:25 WW_SD_WESTVIEW_STARTCNTI 01/12/2011 4:07 W W_SD_W ESTVI E W_STARTCNTI 01/12/2011 5:49 W W_SD_W ESTV I E W_STARTCNTI 01/12/2011 7:30 W W_SD_W ESTVI EW_STARTCNTI 01/12/2011 9:12 W W_SD_W ESTVI EW_STARTCNTI 01/12/2011 10:54 W W_SD_W ESTVI EW_STARTCNTI 01/12/2011 12:36 WW_SD_WESTVIEW_STARTCNTI 01/12/2011 14:18 WW_SD_W ESTVIEW_STARTCNTI 01/12/2011 16:00 W W_SD_W ESTVI EW_STARTCNTI 01/12/2011 17:41 W W_SD_W ESTVI EW_STARTCNTI 01/12/2011 19:23 W W_SD_W ESTVI EW_STARTCNTI 01/12/2011 21:05 W W_SD_W ESTVI EW_STARTCNTI 01/12/2011 22:47 W W_SD_W ESTVI EW_STARTCNTI 01/13/2011 0:29 W W_SD_W ESTVI EW_STARTCNTI 01/13/2011 2:10 WW_SD_WESTVIEW_STARTCNTI 01/13/2011 3:52 WW_SD_WESTVIEW_STARTCNTI 01/13/2011 5:34 WW_SD_WESTVIEW_STARTCNTI 01/13/2011 7:16 WW_SD_WESTVIEW_STARTCNTI 01/13/2011 8:58 W W_SD_W ESTVI EW_STARTCNTI 01/13/2011 10:40 WW_SD_WESTVIEW_STARTCNTI 01/13/2011 12:21 W W_S D_W ESTV I E W_STARTCNTI 01/13/2011 14:03 W W_SD_W ESTV I E W_STARTCNTI 01/13/2011 15:45 W W_SD_W ESTV I E W_STARTCNTI 01/13/2011.17:27 WW_SD_W ESTVIEW_STARTCNTI 01/13/2011 19:09 W W_SD_W ESN I E W_STARTCNTI 01/13/2011 20:50 WW_SD_WESTVIEW_STARTCNTI 01/13/2011 22:32 2 3 3 4 4 5 5 6 6 7 0 1 1 2 2 3 4 5 5 6 6 7 8 8 0 1 1 1 2 3 3 4 5 5 6 6 7 8 SIDE SEWER AS -BUILT HOUSE AD��D""RESS ��53 /r/on fu��r . l/dw_ 1/ -C. PERMT NO C17i 60 7 4/ OWNER GcJts�✓�li,.') ,Sn�'n V.(,h1'�- CONTRACTOR DATE PERMIT ISSUED - /" q DATE INSPECTED g` g BY . i Z 0 CD 932 012 -w70 u. o"IM61alaMll Lola •/.. 6 . . 1. . FORM NO. I M .q rOFPUBLICWORKS r a er REMARKS HOW iiED AM O WATER r. a a 0 N 0 N 0 x m co m 0 0 O 0 0 0 Cn N N N T a m U) i m 3 sv m w 0 CD rn N v O O !n 0 w SIDI,, 6E Wbit AS -BUILT WV .7 Y,+ 4 f., Tt:E* 4.1%m EM&TAMIM I SMROFr[tg 4-11 FOR)ANO. H67 DEPAP-T%4FNTOF PUBLIC WOkKS 3 & 1 a-0 - 95f ,T) _0 c:) c:) C) C? cn N) N) N) Cn O CD U) (D (D (c) (D cc) 9� 0 Sr 0 0 33 CD 0) 0 4 olyff, PROJECT SUMMARY Estimate Class: Project: Westview Lift Station Upgrades Estimate of Probable Construction Cost PIC: Job #: 8235A10 PM: Location: Renton, WA Date: Zip Code: 98056 By: Reviewed: 1 Brian Matson Lara Kammereck October 18, 2010 Tyler Whitehouse Brian Casey im Id0 a �� DESCR{ ION _'° . TOT+- 01 Westview Upgrades $72,566 TOTAL DIRECT COST $72,566 General Conditions 5.0% $3,628 Subtotal $76,194 Contingency 5.0% $3,810 Subtotal $80,004 General Contractor Overhead, Profit & Risk 10.0% $8,000 Subtotal $88,005 Gross Receipts Tax (Based on King County, WA) 9.5% $8,360 TOTAL ESTIMATED CONSTRUCTION COST $97,000 The cost estimate herein is based on our perception of current conditions at the project location. This estimate reflects our professional opinion of accurate costs at this time and is subject to change as the project design matures. Carollo Engineers have no control over variances in the cost of labor, materials, equipment; nor services provided by others, contractor's means and methods of executing the work or of determining prices, competitive bidding or market conditions, practices or bidding strategies. Carollo Engineers cannot and does not warrant or guarantee that proposals, bids or actual construction costs will not vary from the costs presented as shown. Un: Westview Construction Estimate.xls-PROJECT SUMMARY Page 1 of 1 Printed: 10/19/2010-9:17 AM �c BuOd Gost Matrbc I �} RECAP MATRIX Project:Westview Lift Station Upgrades Estimate of Probable Construction Cost Capaclty: Date : October 18, 2010 Job t1:8235A10 Location: Renton, WA Estimate Class: 1 Connected HP: By: Tyler Whitehouse SPEC. DIVISION/ DIV. 01 DIV. 02 DIV. 03 DIV. 04 DIV. 05 DIV. 06 DIV. 07 DIV. 1 8 DIV. 09 DIV. 10 DIV. 11 DN. 12 DIV. 13 DIV. 14 DIV. 15 DN. 16 Div 17 ELEMENT ELEMENT ELEMENT GEN SITE 1 CON 1 MSNRY 1 METALS 1 1 WOOD & MOIST 1 DOORS & FINISHES SPECIAL- EQUIP FURN SPECIAL CONVEY PLUMBG ELECT/ INST. %of DESCRIPTION REQTS WORK Plastics PROTN WDOS TIES CONST & MECH I & C & CONT. TOTALS Total 01 WetLt Lew Upgrades ____________ _ ________________ $12 262 $15i585__________ __________ $4y184 _— ......... ______$8_403 $22 834 _ $4i184 $5 314 _______ $72 566_ ....100.2 Total Direct Cost 0 12 262 15 585 0 0 0 0 4i184__—__— 0—____BA403 _-- __ 0__ ___ __—_ 0—_____ __ 0........ ........ _ 5,314 $72�566 Percent of Total 0.00% 16.90 % 21.48% 0.00% ____ __--__0 0.00% 0.00% 0.00% 0.00% 5.77% 0.00% 11.58 % 0.00% 0.00% 0.00% 31.19% 5.77% 7.32% 100.00 COMMENTS/NOTES 1_ Note that the above costs DO NOT inGude all of the applicable markups for the total construction or project cost_ _Refer lo_the SUMMARY for these values. _ ___ ___ _ _ _ __ _ _______________________________________—__________---_—___________—______—__—_..—_..__.___ `� bn:W--Con.b—Ea4 -A. 0S—RI% Page 1 of 1 R—lwlW ol1 o:law DETAILED COST ESTIMATE Project: Westview Lift Station Upgrades Estimate of Probable Construction Cost Job #: 8235A10 Location: Renton, WA Element: 01 Westview Upgrades Date: October 18, 2010 By: Tyler Whitehouse Reviewed: Brian Casey r DF�CRIs�T10N _, b ANTtiI' r ' t1NtT� tJNCT'COST SUBiOT pTW Division 02 - Site Construction 02000 Misc Site Restoration Allowance 1.00 LS $2,000.00 $2,000.00 02000 Elect Demo 1.00 LS $523.00 $523.00 02000 Shoring Allowance 1.00 LS $2,092.00 $2,092.00 02220 Core Drilling, 3" Diameter 3.00 LF S43.93 $132 02220 Non-Reinf Conc Pavement Cutting 270.00 inFT $1.34 $361 02220 Remove Non Reinf Conc Pavement To 6' Thk 81.00 SF $1.14 $93 02220 Concrete Curb/Gutter Demolition 18.00 LF $5.66 $102 02220 Demo D.I. Pipe From Trench, 4" - 18" Incl. Fittings 20.00 LF $8.47 $169 02220 Asphalt Pavement Cutting 144.00 mFT S.78 $113 02220 Remove 4"-6" Asphalt Pavement 140.00 SF S.68 S95 02220 2" Metal Pipe, Rem From Bldg Or Process Area 25.00 LF $3.39 $85 02220 Core Drilling, 6" Diameter 1.00 LF S75.78 S76 02240 2Hp Submersible Pump, 2" Elect. 20.00 DAY S88.91 S1,778 02240 2Hp Submersible Pump, 2" Elect. 20.00 DAY $88.91 $1,778 02300 Cat 225 Trackhoe, 3/4Cy Bucket, Class B (Medium Digging), 0-16' D 57.04 CY S7.47 S426 02300 Native Trench Backfill/Unconfined Struct. Bf, Class B Material 18.52 CY S18.41 S341 02300 Imported Pipe Bed & Zone/Confined Structure Backfill, Class B Material 4.44 CY $85.42 $379 02300 10 Cy Dump Truck, 20 Miles/Round Trip 16.59 CY $16.25 $270 02742 4" Pavement Replacement On 6" Abc Over Trench 90.25 SF $6.07 $548 02772 4" Gravel Base @ Sidewalk 81.00 SF $1.26 $102 02772 24" W Straight Conc Curb And Gutter, Hand Formed 18.00 LF $9.10 $164 02772 10" Thick Concrete Sidewalk 81.00 SF $7.85 $635 Total $12,262 Division 03 - Concrete 03000 Precast Concrete Valve Vault 1.00 LS $12,719.36 $12,719.36 03000 Miscellaneous concrete formwork in wet well 1.00 LS $2,866.04 S2,866.04 Total $15,585 Division 09 - Finishes 09000 Wet Well Coating 1.00 LS $4,184.00 $4,184.00 Total $4,184 Division 11 -Equipment 11000 Barnes XSGVL Grinder Pump 2.00 EA $3,458.96 $6,917.92 11000 Vault Sump Pump and Accessories 1.00 LS $1,485.32 $1,485.32 Total $8,403 Division 15 - Mechanical 15000 Barnes SS Duplex Guide Rail System 1.00 LS $2,910.60 S2,910.60 15000 Miscellaneous pipe supports 1.00 LS $2,217.52 $2,217.52 15000 Barnes Moveable Discharge Fitting Assembly 2.00 EA $889.83 $1,779.66 15000 Pipe Fitting Allowance 1.00 LS $1,046.00 S1,046.00 15000 Misc Mechanical Bypass Pumping 1.00 LS $2,092.00 $2,092.00 15000 Misc SST Fittings 1.00 LS $1,569.00 $1,569.00 15000 2" Romac 501 Flex Cplg 2.00 EA S178.19 S356.37 15111 2" Stainless Steel Body/Trim Handle & Lock/Sea] Op Victaulic Ball Valve 1.00 EA S568.82 $569 15111 2" Cpvc Threaded Ball Valve 1.00 EA S140.36 $140 15114 2"- 200 Psi Ci Fxf Swing Check Valve 2.00 EA $537.92 $1,076 15116 3" Fxf Cast Iron Plug Valve W/Handwheel Op 1.00 EA S647.60 $648 15116 2" Fxf Cast Iron Plug Valve W/Handwheel Op 2.00 EA $567.74 $1,135 15121 3" RFca, Buried Or Underwater 1.00 EA $525.68 $526 15121 2" Flex Cplg, Buried Or Underwater 6.00 EA $279.81 $1,679 15255 2" 40S 316L Flanged Ssl Pipe In A Bldg 72.00 LF $64.62 $4,653 15265 3' Sch 80 Pvc Pipe In A Trench 6.00 LF $10.28 $62 15265 1.5" Sch 80 Pvc Pipe In A Bldg 10.00 LF $14.05 $140 15265 3" Sch 80 Pvc 90° Elbow 1.00 EA $35.65 $36 Total $22,634 Division 16 - Electrical 16000 Miscellaneous Electrical 1.00 LS $2,092.00 $2,092.00 16000 Trenched Conduit Allowance 1.00 LS $2,092.00 $2,092.00 Total $4,184 Division 17 - Instrumentation and Controls 17000 Backup Level Float System 1.00 LS $1,004.16 $1,004.16 17000 Level Transducer 1.00 LS $2,217.52 $2,217.52 17000 Miscellaneous Instrumentation 1.00 LS $2,092.00 $2,092.00 Total $5,314 Grand Total $72,566 ".W.-C.-e--W.I."UN- Page 1 of 1 F. R- iIOG- �ca1r0 . �,l. PROJECT SUMMARY Estimate Class: Project: Westview Lift Station Upgrades Estimate of Probable Construction Cost PIC: Job #: 8235A10 PM: Location: Renton, WA Date: Zip Code: 98056 By: Reviewed: 1 Brian Matson Lara Kammereck October 18, 2010 Tyler Whitehouse Brian Casey NQ. DES�CR1�TlON �, � � � TOTAL. 01 Westview Upgrades $72,566 TOTAL DIRECT COST $72,566 General Conditions 5.0% $3,628 Subtotal $76,194 Contingency 5.0% $3,810 Subtotal $80,004 General Contractor Overhead, Profit & Risk 10.0% $8,000 Subtotal $88,005 Gross Receipts Tax (Based on King County, WA) 9.5% $8,360 TOTAL ESTIMATED CONSTRUCTION COST $97,000 The cost estimate herein is based on our perception of current conditions at the project location. This estimate reflects our professional opinion of accurate costs at this time and is subject to change as the project design matures. Carollo Engineers have no control over variances in the cost of labor, materials, equipment; nor services provided by others, contractor's means and methods of executing the work or of determining prices, competitive bidding or market conditions, practices or bidding strategies. Carollo Engineers cannot and does not warrant or guarantee that proposals, bids or actual construction costs will not vary from the costs presented as shown. f/n: Westview Construction Estimate.As-PROJECT SUMMARY Page 1 of 1 Pdntea: 10/19/2010-9: 17 AM c?! rB sty " 1 RECAP MATRIX Project:Westview Lift Station Upgrades Estimate of Probable Construction Cost Capacity: Date : October 18, 2010 Job #:8235A10 Location: Renton, WA Estimate Class: 1 Connected HP: By: Tyler Whitehouse SPEC. DIVISION! DIV. 01 DIV. 02 DIV. 03 DIV. 04 1 DIV. 06 1 DIV. 06 DIV. 07 DIV. 08 1 DN. 09 DN. 10 DN. 11 DIV. 12 DIV. 13 DIV. 14 DIV. 15 DIV. 16 Div-17 ELEMENT ELEMENT ELEMENT GEN SITE 1 1 CON 1 MSNRY METALS WOOD 8 MOIST DOORS 8 FINISHES SPECIAL- EQUIP URN SPECIAL CONVEY PLUMBG ELECT! INST. ti of DESCRIPTION REQTS WORK Plastics PROTN WDOS TIES CONST & MECH I & C 8 CONT. TOTALS Total 01 Westview Upgrades_—___ ------------------- ------...... —'---'---'-- __$12,262 __$15�585_____ --------------------------------------------._..__..'---•••-------------------------------------------_______._...._..—.....—'-----•----`----_�._.—._._......-- $4, 184 $8,403 $22634 $4184 $5,314 $72�566 -------- ------ 100.00% --"—'------' Total Direct Cost 12v262 15i585__________ 0 0 0 0 4r184____________0________ 8�403 ______________ 0______________ 0______________ 0_______22t634________41184________ 5.314 $72r566_ '.._...$72 __—____________ '----"---'---___._---'------------------------_..-- Percent of Total _______0 ----- ---------- 0.00 % 16.90 % ______ 21.48 % 0.00% __________ _____0_ --"'--. .........—.-.-------- 0.00% 0.00% 0.00% ___ 0.00% 5.77 % 0.00 % 11.58 % 0.00% 0.00% 0.00% 31.19% 5.77 % 7.32% 100.00% COMMENTS/NOTES 1. Note that the above costs DO NOT include all of the applicable mark-ups for the total construction or project cost_ Refer to_lhe SUMMARY for these values_ ______—_________________________________________________________________________--_______---_--_---.--_---_____-__-_ -- ------ ------- - ---- -- - - - -- ------- - - ------- --- '- - -- -'-' Vn MATRIX Page 1 of 1 P,inbE:1d19R010.89E AM DETAILED COST ESTIMATE Project: Westview Lift Station Upgrades Estimate of Probable Construction Cost Job #: 8235A10 Location: Renton, WA Element: 01 Westview Upgrades Date: October 18, 2010 By: Tyler Whitehouse Reviewed: Brian Casey M"MIEC CRIP'fl0!'i ..< a � QLIANTFi'1' . ' UNIT EJPIfT COST 5 •StiBTOT, TOTAt.w , Division 02 - Site Construction 02000 Misc Site Restoration Allowance 1.00 LS $2,000.00 $2,000.00 02000 Elect Demo 1.00 LS $523.00 $523.00 02000 Shoring Allowance 1.00 LS $2,092.00 $2,092.00 02220 Core Drilling, 3" Diameter 3.00 LF $43.93 $132 02220 Non-Reinf Conc Pavement Cutting 270.00 inFT $1.34 $361 02220 Remove Non Reinf Conc Pavement To 6" Thk 81.00 SF $1.14 $93 02220 Concrete Curb/Gutter Demolition 18.00 LF $5.66 $102 02220 Demo D.I. Pipe From Trench, 4' - 18" Incl. Fittings 20.00 LF S8.47 $169 02220 Asphalt Pavement Cutting 144.00 inFT $.78 $113 02220 Remove 4"-6" Asphalt Pavement 140.00 SF $.68 $95 02220 2" Metal Pipe, Rem From Bldg Or Process Area 25.00 LF $3.39 $85 02220 Core Drilling, 6" Diameter 1.00 LF S75.78 $76 02240 2Hp Submersible Pump, 2" Elect. 20.00 DAY $88.91 $1,778 02240 2Hp Submersible Pump, 2" Elect. 20.00 DAY $88.91 $1,778 02300 Cat 225 Trackhoe, 3/4Cy Bucket, Class B (Medium Digging), 0-16' D 57.04 CY $7.47 $426 02300 Native Trench Backfill/Unconfined Struct. Bf, Class B Material 18.52 CY $18.41 $341 02300 Imported Pipe Bed & Zone/Confined Structure Backfill, Class B Material 4.44 CY $85.42 S379 02300 10 Cy Dump Truck, 20 Miles/Round Trip 16.59 CY $16.25 $270 02742 4" Pavement Replacement On 6" Abc Over Trench 90.25 SF $6.07 $548 02772 4" Gravel Base @ Sidewalk 81.00 SF $1.26 $102 02772 24" W Straight Conc Curb And Gutter, Hand Formed 18.00 LF $9.10 $164 02772 10" Thick Concrete Sidewalk 81.00 SF $7.85 $635 Total $12,262 Division 03 - Concrete 03000 Precast Concrete Valve Vault 1.00 LS $12,719.36 $12,719.36 03000 Miscellaneous concrete formwork in wet well 1.00 LS $2,866.04 S2,866.04 Total $15,585 Division 09 - Finishes 09000 Wet Well Coating 1.00 LS $4,184.00 $4,184.00 Total $4,184 Division 11 -Equipment 11000 Barnes XSGVL Grinder Pump 2.00 EA $3,458.96 $6,917.92 11000 Vault Sump Pump and Accessories 1.00 LS $1,485.32 $1,485.32 Total $8,403 Division 15 - Mechanical 15000 Barnes SS Duplex Guide Rail System 1.00 LS $2,910.60 $2,910.60 15000 Miscellaneous pipe supports 1.00 LS $2,217.52 $2,217.52 15000 Barnes Moveable Discharge Fitting Assembly 2.00 EA $889.83 $1,779.66 15000 Pipe Fitting Allowance 1.00 LS $1,046.00 $1,046.00 15000 Misc Mechanical Bypass Pumping 1.00 LS $2,092.00 $2,092.00 15000 Misc SST Fillings 1.00 LS $1,569.00 $1,569.00 15000 2" Romac 501 Flex Cplg 2.00 EA $178.19 S356.37 15111 2" Stainless Steel Bodyrrnm Handle & Lock/Seal Op Victaulic Ball Valve 1.00 EA $568.82 $569 15111 2" Cpvc Threaded Ball Valve 1.00 EA $140.36 $140 15114 2%200 Psi Ci Fxf Swing Check Valve 2.00 EA $537.92 $1,076 15116 3" Fxf Cast Iron Plug Valve W/Handwheel Op 1.00 EA $647.60 $648 15116 2" Fxf Cast Iron Plug Valve W/Handwheel Op 2.00 EA $567.74 $1,135 15121 3" RFca, Buried Or Underwater 1.60 EA $525.68 $526 15121 2" Flex Cplg, Buried Or Underwater 6.00 EA $279.81 $1,679 15255 2" 40S 316L Flanged Sst Pipe In A Bldg 72.00 LF S64.62 S4,653 15265 3" Sch 80 Pvc Pipe In A Trench 6.00 LF S10.28 $62 15265 1.5" Sch 80 Pvc Pipe In A Bldg 10.00 LF S14.05 $140 15265 3" Sch 80 Pvc 90° Elbow 1.00 EA S35.65 $36 Total $22,634 Division 16 - Electrical 16000 Miscellaneous Electrical 1.00 LS $2,092.00 $2,092.00 16000 Trenched Conduit Allowance 1.00 LS $2,092.00 $2,092.00 Total $4,184 Division 17 - Instrumentation and Controls 17000 Backup Level Float System 1.00 LS $1,004.16 $1,004.16 17000 Level Transducer 1.00 LS $2,217.52 $2,217.52 17000 Miscellaneous Instrumentation 1.00 LS $2.092.00 $2,092.00 Total $5,314 Grand Total $72,566 Un:Wul.wCa,ubutlim E.EmW tla-�1Wunity UpprWes Page 1 of 1 F. R. M"e , A EVROM :OMEGA CONTRACTORS INC FAX NO. :425 883 4718 Apr. 06 2010 02:39PM P1 OMEGA CONTRACTORS, INC. P.O. Box 430 Duvall, WA 98019 (425) 881-1697 Fax (425) 883-4718 FACSIMILE TRANSMISSION TO: �� b� '~ SENT BY: . ` P 7• ATTENTION: DkVf- CAR 1jge o � DATE: TIME: FAX #: d 25C7 2-�-I NUMBER OF PAGES: 2 (including this page) REGARDING: �C — Q—A 1—`31/V� -- -- - REMARKS: SpPls-y� FROM :OMEGA CONTRACTORS INC FAX NO. :425 883 4718 Apr. 06 2010 02:39PM P2 _. •- -MF3102.170 ... .. MOTOR SHAFT. , =MNG MOTOR _« Loy MM 01 Ili OF . ■■ „ ■1110001■■■0■1■■■ .:, ■■■■■■■■■■■■■�,5M\\■■ ., - ■■N■■■■■■ mommur.amm John D. Hobson From: Tyler Whitehouse [TWhitehouse@carollo.com] Sent: Monday, December 21, 2009 5:19 PM To: John D. Hobson Cc: Brian Casey; Lara Kammereck; David Christensen; Adam O'Leary Subject: Westview 60% Construction Estimate and Schedule Attachments: Westview_60% Construction_ Estimate _122109.pdf; Westview_60% _Final_Design_Schedule_122109.pdf Hi John, Please see attached the 60% construction cost estimate and project schedule for your review. Please note the following increases in cost since the pre -design estimate that were not accounted for or have been revised. Cost additions since predesign estimate: 1. Wet Well Interior Coating — $4000 2. Precast Vault and Accessories — $2000 additional; larger hatch and vault, aluminum ladder, special recessed sump. Mechanical Upgrades — $11,000 additional; increased discharge piping (1.5 to 2") (see note 1 below), upgraded check valves, SST flexible couplings, pipe fitting allowance, RFCA connection, flushing connection, mist SST fittings, additional mechanical bypass allowance. Note 1: Nearly doubled design flow of pumps (18 gpm to 34 gpm) for the following reasons: (1) increase velocities in existing 3" force main (2) less clogging capability in 2" compared to 1.5" discharge (3) better valve quality for 2" valves. Wet well is large enough for these increased flows as well as electrical equipment. This modification is up for discussion as it has resulted in a cost increase. Items reduced from pre -design estimate: 1. EI&C = $2000, junction boxes Please let us know if you have any questions or comments. Thanks, Tyler Whitehouse Carollo Engineers 1218 Third Ave, Suite 1600 Seattle, WA 98101 Office: 206-684-6532 Fax:206-903-0419 thitehouse@carollo.com PROJECT SCHEDULE - Westview Lift Station Final Design and Construction Services Task Name Duration ! 009 I October 2009 ! November 2009 '.. December 2009 January 2010 February 2010 March 2010 Ap 12010 .May 2010 Jun, 2010 J Iy,2010 .. August 2010 ' Septem6er,201 _ __ _ _ .-_...._..... __. _.__— T__—._ ._.__ __ __.._ _ ..._ _ .9/209/2710/4 01V 0/1 :0/2'11/1,11/841/1 f 1/2' 1/2.12/6'_;_2/1 `2/ 2/2' 1/3'1/10,1/17;1 /24i1 /31'2/7 2/142/212&!_3FI7 3/143/213/28 4/4 4/11'4/184/25: 5/2'5/9 5/165/235/30;6/6 6/136/206/27'7/4 ,7/117/187/25�8/1 8/8 '8/15`8/228129y915 91129/19 Notice to Proceed : 0 days' Task 1 - Preject Man. / Bement - .. -y � : 250 days � Task 1.1 -Protect Management .. , 250 days Task 2 -Preliminary Design -NONE 0 days 10/1 I Task 3 - Final Design Development 115 days I i ! Task 3.1 • City Litt station Design Standards , 4 days i , - .. Review City D. s gri Doc�ments 3 d' ys Design Standards Meeting and Site Visit 0 days 10/22 Task 3.2 -60 Percent Desrgn Development � 61 days :. t ' 60 Percent Design - 41 days : ; I 60 Percent Design Development 41 day ; - .... ... S vey .. .: 21 days! ' 60 Percent Design Submittal 0 days : City Review ancl Comment Response 16 days ,. }l 60 Percent Design Review Meeting 0 days Incorporate City Comments 4 days { Task 3.3 •90 Percent Design Development 35 days i 90 Percent Design Development 10 days ; L 90 Percent Carollo Internal Review 10 days ' � 90 Percent Design Submittal - - 0 days 1 2/12 - City Review and Comment Response 10 daysi Design w Meeting - - - 90 Percent Des R - 0 days: Incorporate City Comments 4 days Task 3.4 - Final (Contract Document) Design Development 15 days Contract Documents D vet p enl 15 d ys ,'' Contract Documents Submittal 0 days ; /26 ; SHELF PROJECT °°ayzi ►c�"26 I. Task 4 - Bid Assistance 45 days! Task 4.1 - R spond to Questions and Issue Addenda 45 days Advertise 25 days' Open Bids 0 days 4/10 Award Contract 20 days Task 5 -Assistance During Construction ' 57 days Tasks 5.1-5.4 -Submittals, RFIs, Mach & Elect Inspection 42 days' Pre -Constriction Meeting 0 days Construction 8 wks Substantial Completion 0 days _._._.............. /6 Startup and Commissioning 2 days Task 5.5 -Record Drawings 10 days Record Drawing Development 10 days Submit Record Drawings to City - 0 days ; i . 8131 Page 1 PROJECT SUMMARY Estimate Class: Project: Westview Lift Station Final Design and Construction Services PIC: Job #: 8235A10 PM: Location: Renton, WA Date: Zip Code: 98055 By: Reviewed: 3 Brian Matson Lara Kammereck December 21, 2009 Tyler Whitehouse Brian Casey NO. DESCRIPTION TOTAL 01 Westview Upgrades $68,865 TOTAL DIRECT COST $68,865 Contingency 10.0% $6,887 Subtotal $75,752 General Contractor Overhead, Profit & Risk 10.0% $7,575 Subtotal $83,327 Escalation to Mid -Point 0.0% $0 Subtotal $83,327 Gross Receipts Tax (Based on King County, WA) 9.5% $7,916 Subtotal $91,243 General Conditions 5.0% $4,562 TOTAL ESTIMATED CONSTRUCTION COST 96,000 The cost estimate herein is based on our perception of current conditions at the project location. This estimate reflects our professional opinion of accurate costs at this time and is subject to change as the project design matures. Carollo Engineers have no control over variances in the cost of labor, materials, equipment, nor services provided by others, contractor's means and methods of executing the work or of determining prices, competitive bidding or market conditions, practices or bidding strategies. Carollo Engineers cannot and does not warrant or guarantee that proposals, bids or actual construction costs will not vary from the costs presented as shown. f/n: Westview 60% Construction Estimate.xls-PROJECT SUMMARY Page 1 of 1 Printed: 12/2112009-4:22 PM Build Cost Matrix ( `'Hetp7 RECAP MATRIX Project:Westview Lift Station Final Design and Construction Services Capacity: Date : December 21, 2009 Job #:8235A10 Location: Renton. WA Estimate Class: 3 Connected HP: By: Tyler Whitehouse SPEC. DIVISION/ DIV. 0 DIV. 02 DIV. 03 DIV. 04 DIV. 05 DIV. 06 DIV. 07 DIV. 08 DIV. 09 DIV. 10 DIV. 11 DIV. 12 DIV. 13 DIV. 14 DIV. 15 DIV. 16 Div 17 ELEMENT ELEMENT ELEMENT GEN SITE CONC MSNRY I I METALS WOOD & I MOIST I I DOORS 8 FINISHES I SPECIAL- EQUIP FURN SPECIAL 1 CONVEY 1 PLUMBG 1 ELECT/ 1 INST. 1 %of DESCRIPTION REQTS I WORK I Plastics PROTN WDOS TIES CONST & MECH I & C & CONT. TOTALS Total Ot Westview�grades___—_ $11,996 $10,328 $1,039 ___________ $4,156 ____-___.._ $8.243----_______-_-____--__-_-__---_--_-______-_$23,192..__-_$4,156_$5_756 $68, 865 100.00% Total Direct Cost .—____________—_.._._.__________________ 0 11 996 10 328 0 ----17.42% 1,039 0 — _ 0 — (l — 4156 0 8,243 0 0 0 23�792 4 156 5,756 $68 865 15.00 % 0.00% 1.51 % 0.00% 0.00% 0.00% 6.03 % 0.00% 11.97% 0.00% 0.00% 0.00% 33.68% 6.03 % 8.36 % 100.00 COMMENTS/NOTES 1. Note that the above costs DO NOT include all of the a licable mark-u s for the total construction or ro ect cost. Refer to the SUMMARY for these values. — — — — — — pP-•--•-- ------- P — — p — — — ------------.... —------------- —------------- —------------ -------------- --------------- --------------- — ------------------------------------------ Page 1 of 1 DETAILED COST ESTIMATE Project: Westview Lift Station Final Design and Construction Services Job #: 8235A10 Location: Renton, WA Element: 01 Westview Upgrades Date : December 21, 2009 By: Tyler Whitehouse Reviewed: Brian Casey SPEC..NO.' DESCRIPTION QUANTITY UNfi UNIT COST SUBTOTAL' TOTAL Division 02 - Site Construction 02000 Misc Site Restoration Allowance 1.00 LS $2,000.00 $2,000.00 02000 Mob/Demob Allowance 8.00 HR $300.00 $2.400.00 02000 Elect Demo 1.00 LS $207.80 $207.80 02220 Core Drilling, 3" Diameter 3.00 LF $43.64 $131 02220 Non-Reinf Conc Pavement Cutting 270.00 OFT S1.33 S359 02220 Remove Non Reinf Conc Pavement To 6" Thk 81.00 SF $1.01 $82 02220 Concrete Curb/Gutter Demolition 18.00 LF $5.02 $90 02220 Demo D.I. Pipe From Trench, 4" - 18" Incl. Fittings 20.00 LF $7.59 S152 02220 Asphalt Pavement Cutting 144.00 inFT $.78 $112 02220 Remove 4"-6" Asphalt Pavement 140.00 SF $.60 $84 02220 2" Metal Pipe, Rem From Bldg Or Process Area 25.00 LF $3.20 $80 02240 2Hp Submersible Pump, 2" Elect. 20.00 DAY $88.32 $1,766 02240 2Hp Submersible Pump, 2" Elect. 20.00 DAY $88.32 $1,766 02300 Cat 225 Trackhoe, 3/4Cy Bucket, Class B (Medium Digging), 0-16' D 57.04 CY $6.83 $390 02300 Native Trench Backfill/Unconfined Struct. Bf, Class B Material 18.52 CY $17.31 S321 02300 Imported Pipe Bed & Zone/Confined Structure Backfill, Class B Material 4.44 CY S68.64 $305 02300 10 Cy Dump Truck, 20 Miles/Round Trip 16.59 CY $15.03 $249 02742 4" Pavement Replacement On 6" Abc Over Trench 90.25 SF S6.03 $544 02772 4" Gravel Base @ Sidewalk 81.00 SF $1.05 S85 02772 24" W Straight Conc Curb And Gutter, Hand Formed 18.00 LF $13.33 $240 02772 10" Thick Concrete Sidewalk 81.00 SF $7.79 S631 Total $11,996 Division 03 - Concrete 03000 Precast Concrete Valve Vault L00 LS $7,480.80 $7,480.80 03000 Miscellaneous concrete formwork in wet well 1.00 LS $2,846.86 $2,846.86 Total $10,328 Division 05 - Metals 05000 Miscellaneous SST anchor replacement 1.00 LS $1,039.00 $1,039.00 Total $1,039 Division 09 - Finishes 09000 Wet Well Coating 1.00 LS $4,156.00 $4,156.00 Total $4,156 Division 11 -Equipment 11000 Barnes XSGVL Grinder Pump 2.00 EA $3,435.81 $6,871.63 11000 Vault Sump Pump and Accessories 1.00 LS $1,371.48 $1,371.48 Total $8,243 Division 15 - Mechanical 15000 Barnes SS Duplex Guide Rail System 1.00 LS $2,891.12 $2,891.12 15000 Miscellaneous pipe supports 1.00 LS $2,202.68 $2,202.68 15000 Barnes Moveable Discharge Fitting Assembly 2.00 EA $1,320.26 $2,640.51 15000 Pipe Fitting Allowance 1.00 LS $1,246.80 $1,246.80 15000 Misc Mechanical Bypass Pumping 1.00 LS $2,078.00 $2,078.00 15000 Misc SST Fittings 1.00 LS $1,558.50 $1,558.50 15111 2" Stainless Steel Body/Trim Handle & Lock/Seal Op Victaulic Ball Valve 1.00 EA $565.01 $565 15111 2" Cpvc Threaded Ball Valve 1.00 EA $132.36 $132 15114 2"- 200 Psi Ci Fxf Swing Check Valve 2.00 EA $534.32 $1,069 15116 3" Fxf Cast Iron Plug Valve W/Handwheel Op 1.00 EA $643.26 $643 15116 2" Fxf Cast Iron Plug Valve W/Handwheel Op 2.00 EA $563.94 $1,128 15121 3" RFca, Buried Or Underwater 1.00 EA $522.17 $522 15121 2" Flex Cplg, Buried Or Underwater 6.00 EA $277.93 $1,668 15255 2" 40S 316L Flanged Sst Pipe In A Bldg 72.00 LF $64.19 $4,622 15265 3" Sch 80 Pvc Pipe In A Trench 6.00 LF $10.01 $60 15265 1.5" Sch 80 Pvc Pipe In A Bldg 10.00 LF $13.10 $131 15265 3" Sch 80 Pvc 90' Elbow 1.00 EA $34.55 $35 Total $23,192 Division 16 - Electrical 16000 Miscellaneous Electrical 1.00 LS S2,078.00 $2.078.00 16000 Trenched Conduit Allowance 1.00 LS $2,078.00 $2,078.00 Total $4,156 I Division 17 - Instrumentation and Controls 17000 Backup Level Float System 1.00 LS $1,475.38 $1,475.38 17000 Level Transducer 1.00 LS $2,202.68 S2,202.68 17000 Miscellaneous Instrumentation 1.00 LS $2,078.00 $2,078.00 Total $5,756 Grand Total $68,865 ," Page 1 of 1 PUBLIC WORKS DEPARTMENT 1 M E M O R A N D U M DATE: December 22, 2009 TO: Rich Marshall FROM: John Hobson SUBJECT: Westview Lift Station Upgrade Project Please have the attached plans reviewed and comments returned to me by January 15, 2010. Thanks. hAfile sys\wwp - wastewater4wp-27-3536 westview lift station upgrades\shops review of60% plans.doc Li Ergineers...WbriM Wondiws Wdh waW- Meeting Minutes Westview Lift Station Final Design and Construction Services City of Renton Meeting October 22, 2009 Date: Work Order No.: 8235A.10 Time: 8:00 a.m. - 12:00 p.m. Location: City of Renton, Westview Lift Station, and City Shops Attendees: City Dave Christensen John Hobson Mike Benoit Oscar Cantu Stan Job Distribution: Attendees Purpose: Design Standards Meeting and Site Visit Significant information, Decisions, and Action Items. Consultants (Carollo) Brian Casey Adam O'Leary Tyler Whitehouse 1. Site Visit a. Telemetry equipment does not appear to provide analog inputs for new level transmitter. 1) City will provide replacement telemetry equipment and telemetry programming. Contractor to install. b. Locate valve vault in cul-de-sac at edge of curb. c. Provide driveway cut at the site access gate between wet well and valve vault to prevent a tripping hazard at the valve vault. d. Junction boxes for pump cables will be eliminated. Cable will be run directly to the control panel using an air gap at the classified area boundary. 1) Carollo to verify if cable disconnects plugs can be provided for the grinder pumps. e. City will provide storm and water as-builts. f. Provide L&W hatches with drain channel. 2. Design Standards Meeting a. Spare parts are not desired for any equipment. b. Contractor will be responsible for bypass pumping at upstream manhole. 1) City to provide example of bypass pumping requirements from the Boeing Lift Station. c. Carollo to research tub intake for grinder pumps similar to tub intake for Flygt non -clog submersible pumps. d. No mechanical issues with existing grinder pumps. Barnes is an acceptable manufacturer for new grinder pumps. pw:\bco-pw-app:Carollo\Documents\Client\WA\Renton\8235A10UAeetings\Minutes\102209_Design Standards Meeting Minutes_Westview.doc e. Provide intrusion switches on wet well, valve vault, and control panel. f. Provide limit switches on check valves. g. Isolation valves to be plug valves - horizontal axis of rotation. h. Provide a tap for pressure gauges upstream and downstream of the check valve. i. Flow measurement device is not required. j. Provide safety netting over wet wells. No safety grating is desired. k. Provide L&W hatches with odor gasket and drain channel. I. Pump selection will be based on flow criteria for 22 homes. m. City will provide standard CAD borders and typical details where applicable. Drawing border is along bottom of sheet. n. Listing one manufacturer and model number for the design pump without an "or equal" clause in the specifications is acceptable. Provide "detailed" specification. o. Provide sump pump in vaults for code compliance. p. WSDOT Specifications - CSI specification format for Section 10, Special Provisions. Attachments: Action Items END OF NOTES DESIGN STANDARDS MEETING AND SITE VISIT October 22, 2009 pw:\loco-pw-app:Carollo\Documents\Client\WA\Renton\8235AlO\Meetings\Minutes\102209_Design Standards Meeting Minutes_Westview.doc 2 f ® Enptrre6+a...me;m p imanco n MQh iioiew' PROJECT: WestvlewPump Station STATUS ON 11/4/2009 City of Renton Jos n : 8235A.10 BY: Tyler Whitehouse FOLLOWING MEETING 10/22/2009 t4 0 Y t.. :, 1';..^ • • �' `® •,.. ® . 4+}, qq'i�l);"`;'Er ih.+^§ q B � S i�M""^,,.,. Verify cable disconnects on grinder 1 Carollo Carollo/City 10/22/2009 By 60 Percent Submittal pumps Provide example of bypass pumping z requirements from the Boeing Lift City Carollo 10/22/2009 11/6/2009 11/4/2009 Contractor to design and submit bypass plan per Station email to Tyler Research tub intake for grinder 3 pumps similar to tub intake for Flygt Carollo Carollo/City 10/22/2009 By 60 Percent Submittal non -clog submersible pumps Provide standard CAD borders and 4 typical details where applicable City Carollo 10/22/2009 11/6/2009 11/4/2009 John provided via email to Tyler s Provide storm and water as-builts City Carollo 10/22/2009 11/6/2009 11/4/2009 John provided via email to Tyler CAROLLO ENGINEERS Page 1 of 1 11/4/2009 C -, ap'm P p Engineers... Working Wonders With Water" 1218 THIRD AVENUE, SUITE 1600 SEATTLE, WASHINGTON 98101-3032 FAX: (206) 903-0419 PHONE: (206) 684-6532 TRANSMITTAL FORM ADDRESS: City of Renton City Hall - Fifth Floor 1055 Grady Way Renton, WA 98055 ATTENTION: Dave Christensen, Wastewater Utility Supervisor THE FOLLOWING ITEMS ARE: ❑ REQUESTED ❑ REPORT ® ENCLOSED ❑ TEST RESULT ❑ SENT SEPARATELY ❑ SPECIFICATION VIA: UPS Ground DATE: July 21, 2009 2009 Wastewater Lift Station SUBJECT: Pre -Design WO#: 8235X00 COPIES TO: File ❑ COST ESTIMATE ❑ CHECK PRINT ❑ CALCULATIONS ❑ PROGRESS EST. ® OTHER NO. OF COPIES DESCRIPTION 2 Westview Alternatives Analysis Final Reports 2 Lake Washington Beach Alternatives Analysis Final Reports THESE DATA ARE SUBMITTED: ❑ AT YOUR REQUEST ® FOR YOUR REVIEW ® FOR YOUR FILES ❑ FOR YOUR APPROVAL ❑ FOR YOUR ACTION ❑ FOR YOUR INFORMATION GENERAL Please find two copies of the Westview and Lake Washington Beach Alternatives Analysis Final REMARKS: Reports for your records. Please call if you have any questions. Sincerely, CAROLLO ENGINEERS, P.C. By: Lara Kammereck, P.E. Enclosures pw:\\oco-pw-app:Carollo\Documents\Client\WA\Renton\8235X00\Correspondence\Client\Christensen T-20090721.doc Specifications: DISCHARGE: 1.1/4-NPT, Vestal LIQUID TEMPERATURE: 104'F Continuous. • I VOLUTE: Cast Iron ASTM A<8. Class 30 MOTOR HOUSING: Cast bon ASTM AAS, Class 30 SEAL PLATE: Casson ASTM A48, Class 30. 'I IMPELLER: Design: JO Vane. VOr1B.. W1n Pump Out V-S On Ea:k Side. Dynam,cally _ Balanced. ISO G6.3, Nafanal: 85.5-55 8... SHREDDING RING: Hardened "DC Stainless Steel, Rockwell C-55. CUTTER: Hardened 44DC Stainless Steel. Rockwen C-55. SHAFT: 416 SI.Mleba Steal SQUARE RINGS: BunaN T ' HARDWARE: 3w Series Stainless Steel PAINT: Auybc Pruner VAIN Enamel Top Coat SEAL: Design: Tandem Metnancal, Oil Filled Rosenau. -� A!alerial Rulabng Feces -Carbon S:atlona,y, Faces -Ceramic EmstoMI - Burial- Hard- .300 Series Stainless Series: XSGV 2HP CABLE ENTRY: 25 R Cord Epoxy Sealed Housing 3450RPM omi fo," adingnrdSirain lief. SIR EEO: 3450 RPIA (N-inal) UPPER BEARING: Design: Single Row, 8.11 Lublfca,ion: Oa Load: Radar - LOWER BEARING: Design; Single Row, Ball ' LUDTicalion: Olt LOad: RadalB Thrust U Lle4n NEMA LSingk Pnase,NEMA B-Tn,e4 LMOTOR: Undelwmers Laboratories 1- 0 : Phase Torque Curve. Compleley Fir: No. E73842 - D1fIGed, Squirrel Cage Induction _ - Description: Ms"ion:. SINGLE PHASE: Class B - - - Cap -no, SlaNCaPacaor Run. . THE GRINDER PUMP IS FOR USE IN RequiresOvedoVprolttlionlobelmktdedineodlrolpanel. HAZARDOUS LOCATIONS AND IS Requ'vea Bart+» Sladvor Conuol PandwiCtII Dudes DESIGNED TO REDUCE DOMESTIC, COMERCIAL, INSTiTU"DNAI AND LIGHT Capxltors,or Capacilorpwk.- - : THREE PHASE: Duet Vonage 2301460. Requiles Overload INDUSTRIAL SEWAGE TO A FINELY . Protection to be lnckFded In comrol panel. GROUND SLURRY:: - MOISTURE SENSOR: WO, Requun Relay In Control Panel - TEMPERATURE SENSDR: N/C, Requires Relay in Control Pane. OPTIONAL EQUIPMENT: Seal Mal".Impeller Trims, . - Additional Cable. TOTAL HEAD .. - MTRS 30 w 25 Bo 20 ,5 L40 0 / J` NPT I� -10.80 21.00 d,w r17 1-4 1 I 01SCH. / }S 3 87 L K D CORDCORDCORD t. L PART HP VOL M RPM MA F LL_-LOCKED NO. NO. (Nom) CODE LOAD ROTOR SIZE: TYPE _ OD AMPS MP XSGV20421. 002172 2 460 3 34W H 4.0 18.0 Mix SO 0.745 M 'wriA mpoWurt sensor Fade twill models is INS SO, 0.476 OD. IMPORTANT - - 13A�UTDIEMPEM7URES SORB PAUSTeF OONMECMDTO VNID41[ TXE to Usmc; Alq THE aNWEs PUMY6 - - - wAgIYNTY zl IS 7 MOIS VR- I.'SCRIiEUYANDTEST WSFOgWO RE TION COMMEC.DNTRDLPM'ESIE PGREE Y FOAC SICMEA T94JaVES PUMPS FOR a1F0RMAT10,1 CONCERNING MOISTVPE SENSING REUYS FOR CUSiOMEA Mil'PU D OWOFLS.Mas. - 6UPPDED Cf3NTPOl PANELS. s4 A 11N' KJIPS A RAU aPFAY,A qS ABOFIA MVST W LIST TD VALILUTE THE UL L4 AJ,IP - 44TIESEPUMPSAREUNDErbvM1ER5U1a0FMTpRESWC-115TED FOR RAAPH. WATER AI4)WA6?EWA1E0. DO NOi USE TOPUMP. t1PUTAPSAREUQL70a'USEDWAPK4WIONSM'14;REREGUW1HUMWWO ALTV THEPUMPMEDNCANOCCUR. Ili. - SY.wMWGPOOLS.pECgMIMEFO"Au`S.ETC . 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Y i I lot 1�1� LEVEL TRANSMITTER \ MOUNT. DETAL SU86D2 THIS SHEET. ^, FSM • 238.2z M. I I EL. • 219.0 SECTION.X-X e _ r- -j - 2A �F- J CL Z (L .cuss zox j � H2O.164DIN(. Li ELEV.- 225.0 J a • 224.0 F- :.. 223.0 i • 221.0 I LI. so-w - ne'04, awA.ce ru. O r F Z Z I li 1� LL! Z JmLLI 0zr_0 1 N (r =� z LIFF STATION CONTROL LOGIC CD T ^ I e a w jj Z W earl � � \ .,.,.........�.•,� Q O N D7 z gy Z CRY OARGMUN Ill 3 N N '�R r =•" S7ANDARDTE1LMETRYDL7A1L-.SURSDI c.l Z O o DUPLEX SURM6RSI17LL•'[JF1'STA770N 'bET WELL LEVEL SWITCH SETTINGS CON'l'ROL LUDIC DIAGRAM �1�=j11Ll c.r QUeu_QyfjCL.. - ,I VAST, 21Q fix NOTE - 5-88 _ 239 5 O Gve S DESIGN &; SPECIFICATIONS PROVIDED f�� C sic ° CO BY CASCADE MACHINERY & ELECTRIC, INC. 4600 EAST MARGINAL WAY S. EXPIREs.6-lo-s O P.O. BOX 3575 SEATTLE WA 98I34 CITY OF RENTON �^ PHONE- (206) 762-0500 pEPAF4TMCNT OP PUBLIC WOFTKS W' CONTACT-DAVE COFFEE O z m n 1 I EX. 55 MH - RIM=264.14 IE=249.03 ((8' PVC I 1.., IE-249.03 (6- 5) CONTRACTOR TO FIELD (~�l LOCATE EX. G C.I. PIPE AND DEACTIVATE. INSTALL: 6- C.I. TAPPING TEE u j G TAPPING GATE VALVE CONC. THRUST BLDCKING-�Z . AS P.EOCatEO OISS REDUCER (MJXILI) i0 SOU1H RE". THRUST BLKG. Fx 10' SNalAiY SMIR F 1,111T OISI M-25 .46 IE=249.71 r IE=249.71 (fi STU IE-249.87 (PRO S 00'28.25 W OUT TOW) 0145 5' TO W) 20 16 CRA IE-250.27 ITY M 0 111 J J F EMA1N- n � u C BLUE- <� Of, D.L w I SmE SEW'Ut W42 SANITARY SEWER PLAN AND PROFILE PORTION OF THE NE 1/4 SEC. 8, TWN. 23 N., RGE. 5 E., W.M. LOCATE BLOW OFF STA 13,31. 22.5' LEE- KING COUNTY, WASHINGTON METER BOX 1.5' INSTALL BEHIND BACK OF 4" PLUG (MJ1 W 0131 SIDEWALK PERMANENT 1 BLOW OFF ASSY. LOCATE AS SHOWN CONC. THRUST BLOCKING LF 3' C900 BLUE BRUTE 1' I.I.P. (SANITARY SEWER 'EMAI ��8y ...... ...- . - /'I A, I `N BY23'2Y W 20.00' 5-90 BLNU CONC. THRUST BLOCKING g DOUBLE WATER METER - 6' CI. (T J.) 'i II I =� + + ��n + A)EX - WATERMAIN :2 .: �W- or -in . S 0928'25:W 383.96 - . 27 L F. S C900 BLUEBRUTE OR O.I.P. - . (SANITARY SEWER: FORCEWIIN) . :CDNC. THRUST BLOCKING SEWER .; PUMP STATION _0161 DESIGN BY OTHERS' . O1 OFFSETS FOR SANITARY SEWER STUBOUTS SHALL BE MEASURED FROM-CENTERUNE /•... - ' I OF SANITARY SEWER. IWNUNE. - .. - - - MINIMUM FINISH FLOOR SHALL BE DETERMINED . - - - _ BY ADDING 4'-T TO EACH SANITARY SEWER- STUBOUT. .. .. 'THESE PLANS ARE AS -BUILT AND THE INFORMATION SHOWN ACCURATLEY /�'��R�ERJ�E,OTS EXISTING CONDITIONS AS OF THIS DATE: 8/2/95 29; �= En Inaarfn¢ � Ple,aair.¢ 9urveyln¢ Penhallegon Associates Consulting Engineers, Inc. 750 S0(TH STRS¢T 90UTR SUrrR R00 NRRMND. W/ 94035 (aoo> aa7-2014 .5 - 2162) APPROVED BY DATE APPROVED BY DATE ;CITY OF RENTON DEPARTMENT OF PUBLIC WORKS -2 I s 8 \ \\ _ W OLT PE 11-4E LID `\ \ WIC SELVER-PUMP \ STATION\�� \ CBtS D O.I.ZJX. `\\ ; 234.6aw 2 \ \T 228.5 \ \ ENDWALL �' \ \ `\ TW�2�� 238.E \ • O TW=236-09 SW=Bd7 B9 237.7 INSTALL 6' HIGH 7 - 236.33 INSTALL 6' -CHAIN LANK FENCE WITH LOCKING BOL41TEPS RIM-pQM, 356. 3 1. PIPE SIZES S SLOPES: SEE PLANS. FRAME AND UDDER2. OUTLET C4PA n NOT LESS THAN COMBINED INLETS _. METAL PARiS'. A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED T E II B) IF GALVANIZED STEEL PIPE, NAVE ASPHALT TREATMENT I M1. FRANE b.' UDOFR OR STEPS OFFSET 50. A) CLEANOLT GATE 5 VISIBLE FROM TOP B) CUMBOORN SPACE IS CLEAR OF RISER AND CLEANDUT GATE. OVERFLOW RISER PELEV-5. C) FRAME IS CLEAR OF CUSS ,'+4'OUTLET IF METAL OUTLET PPE CONNECTS TO CEMENT CONCRETE PIPE: PIPE TO HAVE SMOOTH OD. FOWL TO CONCRETE PIPE 10. LESSSTANDARD GALVANIZSTEEL LAOOER/STED6. LOCATED SHOWN OR ALL ON MUITIME OF ELBOWS IAS SEE KCRS OWG 13ONE SIDE OF RSFA 10 ASSURE 1A00ER CLEARANCE.' R U 232.8 ELEN'. 243.20- SEE ELBOW DETAIL -- 6' REMOVABLE WATER -TIGHT 24'INLET COUPLING ORIFICE-3.5"s FROM POND 12' OUTLET 6 INVERT " C MAX. ELEV. 236.9o_ 229,7D Z'. IM/ERT 12' g' DNA. CLEANOUT SHUR GATE PER O;TNL 2�9.9D - NOTES �- - PATE WRH ORIFICE A5. SPEC. ABOVE.: ELBOW DETAIL NOT TO SCALE RESTRICTOR PLATE I I- L 6 CB No.1 TYPE II-54" FLOW CONTROL/OIL WATER SEPARATOR NOT TO SCALE PLAN VIEW SCALE: 1'.2' EMERGENCY OVERFLOW WATER SURFACE -0.3' MIN. TOP - 235.00 — — — — r o.z' ,� ' I- I I � I I _III—.. Y I ^j 6" MIN. O BOT. = 234.50 OHO L- �.J RIP RAP PAD _ LIST G 2'-8" ROCK QUARRY SPA*.- c Q T MIN. DEPTH EMERGENCY OVERFLOW SPILLWAY DET. NOT TO SCALE "THESE'PLANS ARE AS -BUILT, AND THE INFORMATION SHOWN ACCURATLEY REFLECTS EXISTING CONDITIONS AS OF THIS DATE: 8/2/95 I'laEnjineering _ rvriing Su Surveyng Penhallegon Associates Consulting Engineers, -Inc. 760 3D(TY 9T M 9OUTEI SUITE 200 KTRI D. WA 90009. 62T-2011 es�. E ENTRANCE LADDER J 0 LL ON Z W Z''�� w ft Ms j _T3$ 0ul 0 wz z § p 04 I CITY OF PENTON DEPARTMENT OF RUSTLIC W40 a DENNED REH I_._ „"11— Z m 0 Rosetta Scavella 815 S 27th Street Renton WA 98055 I 1 I P000005058 Side Sewer Image C960284 Added 3/23/06 Printed: 11-24-2008 Dave Christensen V\11J. io) JSt A/ eo- lb6. lo-M S5 !E k2k+h c '4 'cQ iPtryni� -0. 41'6� S c,4-ev- . cle yje rtli T-r,,W-c4-ex.A q -7/17 by' -Kokko plo'- 012 1.5 King County Assessors Record Search Page 1 of 1 2. Description Land Improvements Total Appraised Value $189,000.00 $456,000.00 $645,000.00 Taxable Value $189,000.00 $456,000.00 $645,000.00 http://rentonnet.org/internetapps/KCA/index.cfm?fuseaction=showproperty&R=1 11 /24/2008 King County Assessors Record Search Page 1 of 1 Description Land Improvements Total Appraised Value $211,000.00 $111,000.00 $322,000.00 Taxable Value $211,000.00 $111,000.00 $322,000.00 http://rentonnet.org/internetapps/KCA/index.cfm?fuseaction=showproperty&R=1 11 /24/2008