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HomeMy WebLinkAboutWWP2703557_3Project Title Lake Washington Beach Lift Station Replacement BID DATE: DATE E Item Unit � No. Description 1 Trench and Excavation Safety Systems Lump Sum 2 Lake Washington Beach Lift Station Replacement Lump Sum Indicates corrected error in Bid Est. Quant 1 1 City of Renton Kamins Construction Engineers Estimate Unit Bid Unit Bid Price Amount Price Amount 10, 000.00 10, 000.00 10, 320.00 10, 320.00 291,714.00 291,714.00 257,314.80 257,314.80 Subtotal Subtotal $267,634.80 $301,714.00 Tax 9.5% $28,662.83 Tax $25,425.31 Total $330,376.83 Total $293,060.11 Project TitIE Lake Washington Beach Lift Station Replacement BID DATE: DATE E Item Unit IN No. Description 2 Lake Washington Beach Lift Station Replacement Indicates corrected error in Bid Est. Quan Rodarte Construction Unit Bid Price Amount Westwater Construction Unit Bid Price Amount Lump Sum 1 28,500.00 28,500.00 10,000.00 10,000.00 Lump Sum 1 250,000.00 250,000.00 287,000.00 287,000.00 Subtotal $278,500.00 Tax $26,457.50 Total $304,957.50 Subtotal $297,000.00 Tax $28,215.00 Total $325,215.00 Project TitIE Lake Washington Beach Lift Station Replacement BID DATE: DATE E Item Unit Est. I` No. Description Quanti Lump Sum 1 Lump Sum 1 1 Trench and Excavation Safety Systems 2 Lake Washington Beach Lift Station Replacement Indicates corrected error in Bid Plats Plus, Inc Western Engineering Constructo Unit Bid Unit Bid Price Amount Price Amount 13,000, 00 13,000.00 18,000.00 18,000.00 299,900.00 299,900.00 297,092.10 297,092.10 Subtotal $312,900,00 Tax $29,725.50 Total $342,625.50 Subtotal $315,092.10 Tax $29,933.75 Total $345,025.85 s Project Titl(Lake Washington Beach Lift Station Replacement BID DATE: DATE E Item Unit No. Description 1 Trench and Excavation Safety Systems Lump Sum 2 Lake Washington Beach Lift Station Replacement Lump Sum Est. Quani 1 1 Shoreline Construction Omega Contractors, Inc Unit Bid Unit Bid Price Amount Price Amount 30,000.00 30,000.00 1,000.00 1,000.00 288,700.00 288,700.00 320,880.00 320,880.00 Indicates corrected error in Bid II Subtotal $318,700.00 Subtotal $321,880.00 Tax $30,276.50 Tax $30,578.60 Total $348,976.50 Total $352,458.60 Project TitIE Lake Washington Beach Lift Station Replacement BID DATE: DATE E Item Unit � No. Description 1 Trench and Excavation Safety Systems 2 Lake Washington Beach Lift Station Replacement Lump Sum Lump Sum Est. Quani 1 1 Titan Earthwork Construct Co. Unit Bid Unit Bid Price Amount Price Amount 15,000.00 15,000.00 9,400.00 9,400.05 308,000.00 308,000.00 313,700.00 313,700.00 Indicates corrected error in Bid II Subtotal $323,000.00 Subtotal $323,100.00 Tax $30,685.00 Tax $30,694.50 Total $353,685.00 Total $353,794.50 Project Titlf Lake Washington Beach Lift Station Replacement BID DATE: DATE E Item Unit Est. No. Description Quant 1 Trench and Excavation Safety Systems Lump Sum 1 2 Lake Washington Beach Lift Station Replacement Lump Sum 1 Indicates corrected error in Bid AC I R. L. Alia Company Unit Bid Unit Bid Price Amount Price Amount 21,000.00 21,000.00 10,000.00 10,000.00 315,520.00 315,520.00 356,282.00 356,282.00 Subtotal $336,520.00 Tax $31,969.40 Total $368,489.40 Subtotal $366,282.00 Tax $34,796.79 Total $401,078.79 Project Titl(Lake Washington Beach Lift Station Replacement BID DATE: DATE E Item Unit � No. Description 1 Trench and Excavation Safety Systems Lump Sum 2 Lake Washington Beach Lift Station Replacement Lump Sum Est. Qua i 1 Pivetta Brothers Constr Nordic Construction Unit Bid Unit Bid Price Amount Price Amount 14,500.00 14,500.00 30,000.00 30,000.00 385,000.00 385,000.00 449,779.00 449,779.00 Indicates corrected error in Bid II Subtotal $399,500.00 Subtotal $479,779.00 Tax $37,952.50 Tax $45,579.01 Total $437,452.50 Total $525,358.01 Project Title Lake Washington Beach Lift Station Replacement BID DATE: DATE E Item Unit Est. IN No. Description Quani 1 Trench and Excavation Safety Systems Lump Sum 1 2 Lake Washington Beach Lift Station Replacement Lump Sum 1 Realm, Inc Average Bid Unit Bid Unit Bid Price Amount Price Amount 10, 000.00 10, 000.00 14, 714.67 14,714.67 540,780.00 540,780.00 311,329.86 311,329.86 Indicates corrected error in Bid II Subtotal $550,780.00 Subtotal $326,044.53 Tax $52,324.10 Tax $30,974.23 Total $603,104.10 Total $357,018.76 DAILY INSPECTION DIARY DAY: /" /Li' DATE: 12�/// WORK PERIOD: a.m./p.m. to WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: a.m./p.m. REPORT (&AVA-� eji7GE ki45 `tor L1'! .Sfi, ,C I, " .d / l .4�./✓!?.l�l� S-�ry Gv� " �Al- CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY DAY: DATE: / 13111 WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAX OF MTN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: �0- r7 REPORT 0<cY tr ,/YI/1>s7 /ez-s yA7. h4/%JIGS'�ic ems: i-�!� o r% c� ;�/���� Tli.s ��,*, � _ 6g$1 - 0,6 Gass f-7 �i�Sfun— CONTRACTOR SIGNATURE INSPZCTOR SIGNATURE DATE: DAILY INSPECTION DIARY DAY: y' DATE: , /•,//! WORK PERIOD: a.m./p.m. to WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: /_,,i k C1✓& -�..4cef»ram CONTRACTOR SIGNATURE a.m./p.m. `+•�%%�i �Z, SPECTOR SIGNATURE REPORT DATE: DAILY INSPECTION DIARY REPORT DAY: j �/�n DATE: 3 / ` _ WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: Pik) �jy / st.-uf�Cr L. CGC.G{� Uy- CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY REPORT DAY: DATE: / / WORK PERIOD: a.m./p.m. to WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: v►17 a.m./p.m. elf h�7.v�!/ten �� ,G2 �.L%�, n r - oe /7 - - CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY DAY: il�%i�/? DATE: 2 /% //'/ WORK PERIOD: a.m./p.m. to WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: CONTRACTOR SIGNATURE a.m./p.m. INSPECTOR SIGNATURE REPORT DATE: DAILY INSPECTION DIARY ... REPORT DAY: /�G�s� DATE: .3 �// WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: J &//iiiS L ,,.A/ d %/1ST/%� /����C/j i�1 .,���'�irs J ��J�b%t�'�c-C✓ jy -S-C' CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAY: ',.�j fP WEATHER: DAILY INSPECTION DIARY DATE: WORK PERIOD: a.m./p.m. to TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: r a.m./p.m. REPORT 4� ��� Fc.. � /✓__ � �. 7_ �_� .,. n - /lam /.: /. ( %. - /-- CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY DAY: / C. DATE: 3 / / /// WORK PERIOD: WEATHER: TEMP. MAX WORK ACCOMPLISHED TODAY: a.m./p.m. to a.m./p.m. OF MIN OF PRECIPITATION: REPORT �l !" ,4-'r> iC G�!"L/ Z� %� a /s�%�� SEAr zz�L_ ee- ad 4, el be- : v � �Li� L� / G��/i� fi A-Z J CONTRACTOR SIGNATURE INSPECTOR SIGN` URE DATE: DAILY INSPECTION DIARY REPORT 4� DAY: 4 DATE: /Z/// WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: 44�4�1,-7 S (all S r �li.t,k9" 1t' A.4 �—` ; i u G E .Tz✓ /fi'v/i Z41, CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY REPORT # DAY: flZ,.,/25&jDATE: Z eS-IZI WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: CONTRACTOR SIGNATURE -` INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY DAY: ft't-7-) DATE: Z Qj /// WORK PERIOD: a.m./p.m. to WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: a.m./p.m. REPORT U 4,4,ell er ( )I -' 12 C�� �i, / 44- -e�j- i //.4r i � / ev", Pi/ I J r.-iL/t i CONTRACTOR SIGNATURE INSPECTOR SIGN E DATE: DAILY INSPECTION DIARY _ REPORT DAY: DATE: /ZZ/// WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY REPORT DAY: ;/"a7J DATE: ? /2//// WORK PERIOD: a.m./p.m. to WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: f10 a.m./p.m. CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY r DAY: DATE: / 16111 WORK PERIOD: a.m./p.m. to T WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: a.m./p.m. /,I&- &,r, M icah `Lt' S r/t �e7f1/� '�e-<,.., 0 4 7 REPORT ,fit' r�-�� r/�,� . /-�i� e / ec vs s - .•, r) /1 CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY DAY: DATE: //C, /// WORK PERIOD: a.m./p.m. to WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: 4U 6'. /S T REPORT a.m./p.m. ? -C. t / _c/�1-,cl- - ram.-., r- ®Z/,r.- Av cr-114A..k t i .,e CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY REPORT DAY: DATE: -2 WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: A-yh i h S c C: ' s T I 0 4N A-o � IR_-A k VN Z - C) �e �� / ,Cek♦ &M mlf rL.iC.tS "C — C>A? 5<IAZ7 " /J-// Cxr tize)� ,:;0G-,t s i 6z C 7141-//f�b CONTRACTOR SIGNATURE c-k /✓, /C—O INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY DAY: JIMCl D DATE: / /y/ // WORK PERIOD: a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: 4*V//Vj Ciao H1 CONTRACTOR SIGNATURE INSPECTOR SIGNATURE REPORT �1 DATE: CITY OF RENTON Y O� Backf low Prevention Assembly Test Report � >s Return Report to: Patrick Flaherty, CCS Public Works, Water Utility Division NI TQ 1055 S. Grady Way, 5`' Floor Renton, WA 98057 (425) 430-7207, FAX (425) 430-7241 ACCOUNT # NAME OF PREMISE �lE►•:E C _n�7LL�,II� �A�� _Commercielx Residential ❑ SERVICE ADDRESS -� ,��+��t c-� ✓1 r 1�.��(! CITY gQQ{-ny� CONTACT PERSO�YV'YV�iHONM�/ ) �D - t tI S FAX ) LOCATION OF ASSEMBLY DOWNSTREAM PROCESS n7P __\J I C_ C-7 D(VA ❑ RPB.40k_ PVBA ❑ OTHER _ NEW INSTALL* EXISTING , 3 REPLACEMENT ❑ OLD SER.1# PROPER INSTALLATION? YES ❑ NO ❑ MAKE OF ASSEMBLY WILI INS MODELQ17S-)CL SERIAL NO.-S ZZ ([Z8C,271 SIZE 3�_ DCVA / RPBA DCVA / RPBA RPBA PVBA/SVBA INITIAL TEST CHECK VALVE NO.1 CHECK VALVE NO.2 3 ZPSID AIR INLET ` O'"C OPENED AT OPENED AT QQ 2 PSID LEAKED ❑ LEAKED ❑ #1 CHECK • CPSID PASSED' DID NOT OPEN ❑ FAILED ❑ Q `�' PSID PSID AIR GAP OK?� CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE NEW ❑ ❑ ❑ ❑ ❑ ❑ HELD AT PSID PARTS ❑ ❑ ❑ ❑ ❑ ❑ LEAKED ❑ AND ❑ ❑ ❑ ❑ ❑ ❑ CLEANED ❑ REPAIRS ❑ ❑ - ❑ ❑ ❑ ❑ REPAIRED ❑ TEST AFTER REPAIRS LP,AKED ❑ LEAKED ❑ OPENED AT PSID AIR INLET PSID PASSED ❑ PSID PSID #1 CHECK PSID CHK VALVE PSID FAILED ❑ AIR GAP INSPECTION: Required minimum air gap separation provided? YeS)( No ❑ Detector Meter Reading REMARKS: Vy P�TE� �2an,� 1 ��� . -t�,C LINE PRESSURE 13QPS1 REPAIRED BY: CONFINED SPACE? "Q_ DATE ^J O��- 2t51,j i LA LA a - 'ZO-12 DATE FINAL TEST BY: CERT. NO. DATE aTm CALIBRATION DATE 14 lfeC I I GAUGE # L MODEL, SE ICE RESTORED? -YES ❑ N Cam{ QQLP / certify that this report is accurate, and 1 have aced tilt C 246-290-490 approved test methods and test equipment. r Bran` m Instrument AV Service Dept. c7raPe 19� 7 800-767-6051 5500 4th Ave. So. \ FAX 206-763-4165 Seattle, WA 98108 �' r service@branom.com Certification Of Calibration #: 31153 Customer Name: GRANT UTILITIES INC Address: 23426 8TH DR SE BOTHELL WA 98021 Calibration Date: 20-Apr-11 P O #: CASH SALE Calibration Due: 20-Apr-12 Branom Order #: 456556 Lab Temperature (Deg F): 72.6 Technician: JASON FOX Lab Humidity (%): 31.7 Branom Instrument company certifies that the following instrument meets or exceeds all published specifications and has been calibrated using standards whose accuracies are traceable to the National Institute of Standards and Technology. This certificate applies only to the instrument listed below. Instrument Description: WATTS TK99E Serial Number: 117169 Customer ID#: NIA Tolerance: ± 1% F.S. Condition Found: OUT OF TOLERANCE Condition Left: IN TOLERANCE Standard(s) Used Model: RED LION IMP28101, YCA YA43F-SBS4"B/FMF1/BR1/COM-B Serial Number: 2821, JF543RA174-709 Cal Due Date: 05/21 /2011, 05/21 /2011 Calibration Readings Standard Reading Unit Under Test Lower Limit Higher Limit Unit of Measure 14.00 14.0 13.85 14.15 PSI 7.00 6.95 6.85 7.15 PSI 5.00 5.1 4.85 5.15 PSI 2.00 2.15 1.85 2.15 PSI 1.00 1.15 0.85 1.15 PSI 0.00 0.0 -0.15 0.15 PSI Notes: None Approval By: zl'12- /I/ COR Y PORTER Dat of Issu This certificate $hall not be reproduced except in full without written approval of Branom Instrument Company. Certificate Revised 11/1612010 Page 1 of 1 ..... BACKFLOW ASSEMBLY TESTER ��Health VALIDATION CARD FOR CERTIFICATE OF COMPETENCY IHni+inn.rlllNnk(rt( f1gN. CLI'YffFICATE NUMRF.R _ ., IALIU 11111 YLAH B5263 (2012 i BE IT KNOWN THAT THE WASHINGTON STATE DEPARTMENT OF HEALTH HAS RECOGNIZED: Grant, Travis E. 23426 8th Dr SE Bothell WA 98021 a AS A CERTIFIED BACKFLOW ASSEMBLY TESTER VALIDATION CARD MUST BE POSTED WITH YOUR CERTIFICATE I BACKFLOW ASSEMBLY TESTER ffxealth VALIDATION CARD FOR CERTIFICATE OF COMPETENCY Uu9.Krot4m.iry; ��el��� .................... _.._............ . _ _._._.................... 'CERTIFICATE NUMBER -:+AI.ID FOR YEAR B5263 2012 ..... NAME Grant, Travis E. ACCESS HATCH OPENING 4'-0' x 6-6' (CLEAR OPENING) OFFSET 3' FROM CENTER ^ E B'-0• INSIDE DIA PRECAST CONCRETE MANHOLE WI 10'-6' DIA EXTENDED BASE M-03 PER SUB -SECTION 10.02084 Ce WET WELL. 6' PVC VENT I M-03 4 II �iiR�l :IeBI!�i � O :i.i •U. L :::ii Aa• ���17.�i1�■Li■ I� FRP GRATING (TYP) rA_"� WET WELL PLAN C-04 SCALE: 1' = 1'-0' FILE: 8235B10-M-102 .TRANSMITTER 'SWITCHES (TYP 4) \�,V@ WET WELL r--CE WET WEL #4 EPDX HOOK. N WALL. M SPACE I WET WELL SECTION SCALE: 314• = V- FILE: 8235E 10-M 302 GENERAL NOTES: A. ALL SUPPORTS AND FASTENERS SHALL BE CONSTRUCTED OF STAINLESS STEEL. B. NOT ALL OF THE REQUIRED PIPE SUPPORTS ARE SHOWN ON THE DRAWINGS. CONTRACTOR SHALL PROVIDE ALL OF THE PIPE SUPPORTS SHOWN ON THE DRAWINGS AND ADDITIONAL PIPE SUPPORTS AS REQUIRED PER SPECIFICATIONS. SUPPORT SPACING SHALL BE AS SPECIFIED UNLESS SPECIFICALLY INDICATED OTHERWISE. C. NOT ALL OF THE REQUIRED FITTINGS ARE SHOWN ON THE DRAWINGS. CONTRACTOR SHALL PROVIDE ALL OF THE FITTINGS AS REQUIRED FOR PIPING ARRANGEMENTS SHOWN ON THE DRAWINGS AND PER EQUIPMENT FURNISHED. 22,75 KEY NOTES: 1 SEE CNIL DWGS FOR CONTINUATION. 2 PUMP MFR TO PROVIDE SST INTERMEDIATE GUIDE BRACKETS. 3 FITTINGS, PIPING, AND APPURTENANCES SHOWN SHALL BE THE SAME FOR BOTH PUMPS. OFABRICATED SST ANGLE, 3x3x114• THICK, LENGTH AS READ. SUPPORT TO WALL USING TWO 10 CONCRETE ANCHORS. FABRICATE ANGLE WITH SLOTTED HOLES FOR ANCHORAGE. STRAP PIPE TO ANGLE USING SST UAOLT AND NUTS. 5 SST CHAIN AS SPECIFIED IN SUBSECTION 10.11311. 6 SST LADDER PER TYPICAL DETAIL A2577TYP. EXTEND 3'b' ABOVE FRP GRATING. O7 BLOCK OUT FOR BASE SUPPORT. COORDINATE DIMENSIONS W/ PUMP MFR. 8 SEE ELECTRICAL DWGS FOR DETAILS. 9 ROUTE DOWN WALL. TERMINATE AT EL 14.0. 10 SEE DWG G-04, ENLARGED SITE PLAN FOR DOOR SWING DETAILS. 11 MAX DISTANCE FROM INSIDE EDGE OF HATCH OPENING TO FURTHEST POINT ON PUMP = Y4r. 12 MINIMUM PUMP OPERATING LEVEL = EL 10.6. 13 FASTEN 1"THICK X 5' WIDE FRP STEP TO LADDER WITH SST CONNECTIONS. LENGTH AS REQUIRED TO SPAN WIDTH OF LADDER. MODIFY LADDER CONNECTION TO WET WELL AS REQUIRED TO ACCOMODATE FRP STEP. 14 ANCHORAGE AS RECOMMENDED BY MFR, 15 4 7I8• PER SPECIFIED PUMP MFR. ADJUST PER PUMP MFR RECOMMENDATIONS FOR OTHER MFR. INFLUENT g• SS SHOWN ROTATED OUT OF SECTION. /16 C 7': PER TYP DIET A251, SIM, NO GUARDRAIL, GATE, AND FLOOR V ANCHORAGE. SUPPORT TO ACCESS HATCH OPENING PER MFRS RECOMMENDATIONS. 18 PROVIDE SST CHAIN AND HOOK AT TOP OF HAND RAIL FROM HAND RAIL TO WET WELL WALL. ANCHOR INTO WET WELL WITH 3I8' SST EYE BOLT, EMBED MIN 4' WITH EPDXY. UTED DOWEL WI STD 18W MBEDMENT IN WET WELL dBEDMENT IN GOING FILL (TYP ARGE ELBOW AND LADDER, I' EMBEDMENT IN GONG FILL) CSBC COMPACTED TO % MOD PER ASTM D1517. r 6J r 0 A30.1E ^rc� Otjr s-t T c 2 4 4j ) ` %Z ��C-1.1 3� A o.,E / �...1.2. r� J L I� fJ V 'S S O ..I �S` j �•7 / �- L,ALo JAJL-T 1J 0"5r -Ct -JcsC Cu j A-r 0L0 .jJZ r,) L :.. A vnJQ4 Act G-> L/foHT f IL Pic tr �� G6 ^. S c,� L /✓� j . 32o-2- A r-N ua B )PV M Y FAN A% OC, f L G A, `� 0 S N c- STl .ri C' r r s2 CAluC- ^ t �T Y�2 a . �l..lo �'=Twc PC:M.o 3_ 11 Q �J -r 00,3\7 C-O A—, I T-4. at O s/ To 140,0 L 4fl19r17 vp ►- Jc� vrc.� +P,, %P lA-1vAt L Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Kamins Construction 19315 Ross Road Bothell State WA Zio 98011 Contract Number Project Name Statement Number CAG 10-120 Lake Washington Beach Lift Station Replacemetn 1 The following statement shows the number of working days charged to your contract for the week ending December 10, 2010. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 12/06/10 Monday Overcast 1 First Scheduled Working Da 12/07/10 1 Tuesday Overcast 1 12/08/10 Wednesday Cloud 1 12/09/10 Thursday Cloudy/Lt. Rain 1 12/10/10 Friday Overcast 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 0 5 0 0 0 CURRENTSTATUS Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. Project Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time M 0 100 5 95 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. WWP-27-3557 Lake Washington Beach Lift Sta Replacement\Status Reports \STATUSOLDOC Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Kamins Construction 19315 Ross Road Bothell State WA Zit) 98011 Contract Number Project Name Statement Number CAG 10-120 Lake Washington Beach Lift Station Replacemetn ' The following statement shows the number of working days charged to your contract for the week ending December 17, 2010. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 12/13/10 Monday Overcast 1 12/ 14/ 10 Tuesday Overcast/Rain I 12/15/10 Wednesday Cloud 1 12/ 16/ 10 Thursday Overcast 1 12/17/10 Friday Clear 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 10 0 0 0 CURRENT STATUS Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. Project Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time 100 0 100 10 90 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. WWP-27-3557 Lake Washington Beach Lift Sta Replacement\Status Reports 1STATUS02.130C Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Kamins Construction 19315 Ross Road Bothell State WA ZiD 98011 Contract Number Project Name Statement Number CAG 10-120 Lake Washington Beach Lift Station Replacemetn , The following statement shows the number of working days charged to your contract for the week ending December 24, 2010. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 12/20/10 Monday Overcast 1 12/21/10 Tuesday Partly Cloud I 12/22/10 Wednesday Overcast 1 12/23/10 Thursday Overcast\Lt. Rain 0 Holiday 12/24/10 Friday Cloudy Holiday Days this week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 3 I 0 1 13 0 0 0 CURRENTSTATUS Working Days Specified In Contract ............... * Approved Extension of Time ........................ Total Authorized Time of Contract ................. Less Working Days Charges ............................ **Working Days Remaining ............................ Project Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time I11 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. WWP-27-3557 Lake Washington Beach Lift Sta Replacement\Status Reports \STATUS03.DOC Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Kamins Construction 19315 Ross Road Bothell State WA Zip 98011 Contract Number Project Name Statement Number CAG 10-120 Lake Washington Beach Lift Station Replacemetn 4 The following statement shows the number of working days charged to your contract for the week ending December 31, 2010. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 12/27/10 Monday Overcast\Lt. Rain 1 12/28/10 Tuesday Overcast 1 12/29/10 Wednesday Mostly Cloud 1 12/30/10 Thursday Clear 1 12/31/10 Friday - 0 Holiday Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 4 13 1 17 0 0 0 CURRENT STATUS Working Days Specified In Contract ................................. 100 * Approved Extension of Time .......................................... 0 Total Authorized Time of Contract ................................... 100 Less Working Days Charges ............................................ 17 **Working Days Remaining ............................................. 83 Project Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. WWP-27-3557 Lake Washington Beach Lift Sta Replacement\Status Reports \STATUSO4.DOC Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Kamins Construction 19315 Ross Road Bothell State WA ZiD 98011 Contract Number Project Name Statement Number CAG 10-120 Lake Washington Beach Lift Station Replacemetn 5 The following January 7, 2011. Date Da} Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 01/03/11 Monday Clear 1 01/04/11 Tuesday Clear 1 01/05/11 Wednesday Overcast 1 01 /06/ 11 Thursday Overcast/Lt Rain 1 01/07/11 Friday Light Rain I Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 17 22 0 0 0 CURRENT STATUS Working Days Specified In Contract.......... * Approved Extension of Time ................... Total Authorized Time of Contract............ Less Working Days Charges ....................... **Working Days Remaining ....................... Project Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time 0 100 22 78 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. WWP-27-3557 Lake Washington Beach Lift Sta Replacement\Status Reports \STATUS05.DOC Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Kamins Construction 19315 Ross Road Bothell State WA ZiD 98011 Contract Number Project Name Statement Number CAG 10-120 Lake Washington Beach Lift Station Replacemetn 0 The following January 14, 2011. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 01 / 10/ 1 1 Monday Overcast 1 01 / 11 / 11 Tuesday Overcast 1 01/12/11 Wednesday Light Rain 1 01/13/1 1 Thursday Light Rain 1 01/14/11 Friday Overcast 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 1 5 22 27 0 0 1 0 CURRENT STATUS Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ "Working Working Days Remaining ............................................. Project Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time 100 0 100 27 73 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, other�Nise it shall be deemed to have been accepted as correct. WWP-27-3557 Lake Washington Beach Lift Sta Replacement\Status Reports \STATUS06.DOC Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Kamins Construction 19315 Ross Road Bothell State WA Zip 98011 Contract Number Project Name Statement Number CAG 10-120 Lake Washington Beach Lift Station Replacemetn 7 The following January 21, 2011. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 01 / 17/ 11 Monday Overcast 1 01 / 18/ 11 Tuesday Overcast l 01/19/11 Wednesday Partly Cloudy 1 01/20/11 Thursday Overcast 1 01/21/11 Friday Light Rain l Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 27 1 32 0 0 1 0 CURRENTSTATUS Working Days Specified In Contract ................................. 100 * Approved Extension of Time .......................................... 0 Total Authorized Time of Contract ................................... 100 Less Working Days Charges ............................................ 32 **Working Days Remaining ............................................. 68 Project Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. 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HEATEDiruLATE .M D, URF, �=Trg - - , - 120V,' H -TBM OR EQUAL &ZED PER REDUCED ME "TE"MM =1 <3> 11AW wrrH crry RETRiEvmmisT EmJWWENr. INSTSW? 'FINISHED GK',DE. COORDINATE LOCAT*NS p COWMXW*a1IGI 13AMMAIL ISY" OTFIUCTIL39� TO BTFCUCiUl1�,,Y APPLICABLE, PROTECT SGSTM WOOWZWOO�* rk11 A RGED SITE PLAN r Pj -7, t S -7 77t 1 " I t, ns �111Z: L.- j REMICIN -#Y A I W :. . . ­ ��W�mw . WMW� We Plan REA .ers, Exchange of WA, Inc, For usage Conditions Agreement see VA'VW.bxwa.com - Always Verify Scale ? I WET WELL M,'► 2 A zs TYP GENERAL NOTES; f I A. ALL SUPPORTS AND FASTENERS SHALL BE CONSTRUCTED OF i 0' WUM INA 111*4 AM ---- ) 1 Mu f41► I TOP BLAB STARLE88 STEH. E MAN I K)1I Wf 10 r I ILA t A I t N 10 11 W I 1 -- a S. NOT ALL OF THE REQUf7ED PIPE SUPPORTS ARE SHOWN ON M m IY II 8U11 IN U t N,N I01g1IN Rr 4. THE DRAWS CONTRACTOR SHALL PROVIDE ALL OF THE PIPE Ir WET WELL 1? D DRAWINGS SUPPORTS KNOWN ON THE DRAWINGS AND ADDITIONAL PPF I -- BUPPORIB AS REOUIRED PER SPECIFICATIONS. BUPPCW rplm m SPACING SPACSKULL SPECIFIED AB SPECIFUNLESS 5PECFICALLY INDICATED ' I I TYP ICATED OTHERWISE I'1r11 HJI I I 1 C. NOT ALL OF THE REQUIRED FT ALL PR ARE SAIL O ON THE I r a ORAwwGe. CONTRACTOR SHALL FRONDS ALL OF THE FTTTINGS AS RLOUIRIM FOR PIPING A13iMK'QEIRS B"CNYN d 5 I ON THE DRAWINGS AND F8i ECU5-V"r FURNSFED. / III LS �, wt 11YI1 I BUTTOM 1 1 G _ � I I) t ol Al— q. EL R76 A 1I N;Ct "INTCAI G �' TYP a f1t/NINq A'-0'.Yt)' - (IYtT ttu• (t 1IN1 g4NNG) ,,,,,,„L,1 I KEY NOTES: tR1 BN r r FROM a .% f1NITR _- III O �) FRP GRAnNG NIA) I I 1 BEE CIVL DINGS FOR ODNTIALlT10N. WPN IIWIORAL I 2 PUMP WR TO PROVIDE SST INTERIKDWO E OT3 E BRACJE PU' No 2 4 5 FMrING8, PG. AND APPURTENANCES SHOWN SHALL BE I - - - - - - PLPd7 I� 1 0 1 I I I i THE SALE R BOTH RAPS. fRP HANDRAIL 1 18 O I I A FABRM® ATSST ANGLE. St3¢IN• THICK URMTH AS Raw SUPPORT TO WALL USING TWO VZ'CONCRETE ANCHORS, FABRICATE ANGLE WITH IL.OTTt� HOLES FOR ANCHORAGE. it) PE _ _ STRAP PTO ANOLE U61i SST U-DOLT AND NUTS. b jI 1 1 �1 I I t>� C�1T3 (� III A3 ssr c+w+N sPEc>F®N sR.eaEcna4 1a,1311. A - ..... _ I B T LADDER PER TT'RMEND DETAL A23/(TYP. ENID 7e' F-"NO. I SLIM r rII1 WTIL ``N .._ I I BBABOVE FRP ORATING. I b PIP-01 1 1 --O OT BLOCK OUT FOR BASE SUPPORT. COORD I ATE DONEWOFE IRol I q'FN wl i t SEE Mm TRI / II SFE ELECTRICAL OfM.S FOR OETAl..4, Tom' B ROUTE DOWN WALL TFI3IIMTE AT a N.O. C- 1 F/i' I 11UW - I I i _ 10 �N' OWC-0R, ENLARGED SITE Pl1VAFOR DOOR SWINGDETAIL& -FEE „ MAX D16TANCE FROM ti145OE I':ZIOE OF HATCH OPENINC, TO FURTHEST POINT ON PUMP- S6. .O IYM I I (1T,7 MNNUF PLIWOPERATNO LEVEL -EL10A t (XJ ^ 17 FASTEN I- THICKX 6' WOE FT8STEPB7TO LADDER IIYTTTI SST . NEC CONTIONS. LENGTH AS REOLIRED TO SPAN WENT H OF •// I a ^LADOFA MODIFY LADDER CONNECTION WE LL REQUIRR) TO rw O d \\ IK71(S6VEL ALARM _ . - t I I I 1d ANCHORAGE AS RECOMMENDED BY LER 1 _ . _ d nNt-ION IL 110 4 RIB' P619PECFED PU1P MFTi AD.LIST PER RAP I,ITY FWP T ON 12b I RECOSAENDATMINS FOR OTHER 1WR BEVEL CUT <3> INFLUENT r 65 SHOWN ROTATED OUT OF SECTION - AT dS ANtSi I (I PER TYP DET A251, W NO GUARDRAIL. DATE. AND FLOOR 111 ANCHORAGE. SUPPORT TO ACCESS INTCH OPEN NO PER MFRS REC0166DATION S. pWP@IOFF EL,PB I FT8 (GRATING (TYPJ B 1 t VF 1 1TIA1lRY t Ti.fl II MK(W OROUTTD DOWB Wl Sm lar 12 - A'YT RED O INX)K W r rhWEIIBNT N WET WELL 16 PROVIDES T WETCHAM WELL HOOK AT TOPOFI FWD RAIL MOM WELL NWRD RAIL TO WET WIIL WALL ANCHOR INTO WET 1NELL O Nl OA T 81VI TClEJ (m' A) WAI I . MIN I r E!6413E M IN CONC FILL - I I I WrFH SIC SST EVE BOLT. DMED MN A' WITH EPDXY. 6PAM ROWELS @ 741 EACH WAY � I I CLA68 C CONCRETE PER BLEB SECTION 10.=W -�-�_- • Y B7 .f p. 75 HOOK MRE1EOIENT N WWET WELL iXTiICED iASC- n WAIL MN r BOIBED1EM N CONC FILL OW @ PLAP D19CHA RGE LADDER, AND LADD� EL BO • LADDER - MN r EIIMUDFCM N CX)NG F W A WET WELL PLAN I s a 4 GOC SCALE: 1. - V V c7m d • a FILE: 823%11 W/� 107 WEL WELL SECTION SCALE 3w - T-T FEE'. L23561D-WX2 �N► ASIacAIED - n CITY OF �F ._r,rlel'f RENTON ''��1 wI ..�•,. P�*45„3d:rqvllmc vvwv D.PL /zo' B IDN BY DATE APPR 17'C%C COMPACTED TO M MOD PER ASTL D15T7. LAKE WASHINGTON BEACH -SEPT 2 a LIFT STATION REPLACEMENT '� o LIFT STATION PLAN AND SECTION $ Ts I 0 SECTION AT LADDER Yot �auE: vr•,ly PIKE ez"104430B RCTUW BEND W/ BHT NBECT SCREEN -aw r a1 so fD r+vc l " PVC VENT DETAIL YO/ W.A Vr-TV FXE: tQ]6B100-M 4a.-cara/Io " rsol Bchm IW - TV FM 12X810464X F WET WELL rt EL24.0 £ WET Was t'-2�WET Y-01 ,Fr.VC W FlE B2lw%s-lm ►w uml IN FWF014DRAL. 2. W' PST BOI.78 (rm FOP CLAIM Of lIfAN . 7 - f M t>IIl~ W 2 • W W FIST 40L78 SECTION BCNLLE mm nM IZMID-&4W C r FFW QfW v FICEBMSUW (net■,1aw■aao MW oYETNBfoFFB) 1. CUT THE BMW OMTNOMFFOD TOACC W=AMPMIM Fib OMTN0 MWLBE Fa WMa WMfOVf DIBOOMECTND PAID. 2. TIaIE UNFOPI HOH 1.UBPod�T®.1}E1FA0t� PVC 9A11 VAtYE MM ABIW I PJAMA. TYPE 21 OR EUM. S'AMP PUMP SECTION rA« BC/ILE 1'•1-0 FLE w9 lam- EJ IST PL UrAAW WRH Wtl70A ORf80 : NELL 2- WTF Wt DMIS N HOM SHORT BST R 1T1YIZk7 0• WRH ♦- Yl0 BLOTT® HOLES IW CAN HOiFJZ x,pfl®gOlEi I BREAK I TO WTCM WALL MOLSt 1N • • im i MOMII. DETAHL UL.OR 64 FBE: BMiO-&" IA - m• O-., -- MWMI QtMDI1tTEVAULT 11 W./19 NSDE 1I 1 .) A. • ANSECTION u wMo 4r, AQ� 410101 �I •Ir /r�1•rM0sl�i.1 11 I I 1 .t 1 1 1 I I WA (TYP) t 3 O . 1 area R 1 lop oc �3.oq a6 -- -- - n -- . VALVE VAULT PLAN c6U SCALE. 1 IrI - 1'.(T F IF: 5276016-N1RJ / iYP V7 G GRADE Ez2Tb \ 3-A .L A 4 F 8.878� C '7fA.0 Tnr/ r�c o , AUMP PUMP 8P-01 EL 2175a if SCALY-: 1 VI - 11T FIlLe33 esalu m m T- - --&AN RENTON p 1�y1 DATUM -�R./N •'^'�' T1W"v`au9m19i"- Wab OWL NO REVm1011 aY DATE APPR I-- - '"`���-• a.. GENERAL NOTES: A. ALL BUPPORTS AND FABTFNFRS SHALI BE CONATRUCTED OF STANLEBS STEEL S. NOT AI I. OF THE RFOi NRFEI PPE SU PPCRTS ARE SHDWN ON THE ORAWNOS CONTRACTOR SHAH PROVIDE ALL OF THE PIPE 8UPPORTS BIIONN ON THE DRAWN NCS AND AODRIONAL PPE SUPPORTS AS REQUIRED PER SPECIFICATIONS. SUPPORT SPACI NO SKAii BE AS SPECf1ED IANI-Eb'S SFfCFIGLLV INDICATED OP4FRWISE C. NOT ALL OF THE RECiNRED FITTINGS ARE SHOWN ON THE DRAWINGS. OONTRACTOR SHALL PROVIDE All OF THE FRTINGS AS REOU WED FOR RPINO ARRANGEMENTS SHOWN ON THE DRAWINGS AND PER EQUIPMENT FLIRNA&—. KEY NOTES: gSFE CIVIL DWOS FOR CONTNUATIOF/. 2 SE DYING CFON, EN ARG® SITE PLW FOR DOOR SWING DETAILS. (9� ALUMINUM NAGGER PI=R SUB SEC I ION 101BAga a 34' BRo1ZE MIRF THREADED HOSE VALVE, CRANE 1 T TF OR EOUAL (6J 2% SLOPE TO SUMP, TYP EN T HE VAULT. A ACCESS HNTCH ORAN ROUTE TO SUW. CONTYA ALLY SLOPE. TEi7 11: 7' BELOW SUMP GRATING. CUT AND SANO ORATING AS REOD. SUPPORT PER TYPICAL DETAIL POBYTYP A FASTEN 1' THl](X S WIDE FRP STEP TO LADDER WTTH SST CONNECTIONS. LENGTH AS RIEW TO e SPAN WRTH OF LADDER MODIFY LADDER CONNECTION TO VAULT AS REm TO ACCOMMODATE FRP STEP. F EL 24.6 L(b A 13 16p C) F pry_ Ir CSBC cOW4clED TO W% MOO PUR ATTM D1577 (rM LAKE WASHINGTON BEACH LIFT STATION REPLACEMENT VALVE VAULT PLAN AND SECTION C 0 :U cu zT M c SEPT 2DIO m M-02 N O CWUINB WITH GROUT t.. CLAM A CONCRETE A PER SUB3ECTKNI 10.00300 1 MANHOLE CHANNELING 4' m OATEP mvh ___ JO_.. 2G REV" 10 0 g T � 2--7 k Z. 1 M Fx13T 6 ♦ 11 � NCW WFLl b1�iLFOfO'00 061M I PJI lam t co • L ---- J 4 DOUBLE SWING C-04 SCALE. 1(I - 1,4r II'm I270B010�60.010 0.10 0.20 0130 QNO STATrw 8" SS PROFILE Cfi7 MALE. HORZ V • 6 YERT: 1' • 19 FILE: 6235"108WAy NO. REVISION 0-6 0.0 63 HOOPS 0 B' 4OS VERT EVETA_Y SPACED KEY NOTES: O1 EXISTA 3 UNDERGROUND POWER IOCONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH. HLAND EXCAVATE IN LOCATION OF CROSSLUC. WE lECHANICAL DRAWN FOR DETAKA I HOPPER STYLE BOTTOM NOT SHOWN FOR CLARITY. i CONNECT U81Nt3 KOR-N-SEAL BOOT MTTH SHT OOMIECi'OR, OR EQUAL - COW DRILL BUTT MH TO FACILITATE SPECIFIED CONNECTKO�L S REMOVE FTTINOS AND COLIFtIN 3S AFTEFt NEW LIFT STATION IS 0 DETEYMNED OPERATOHNL BY THE ENDNt$! CAP WRTH 30 MECHANICAL RE STRAW T. PLUG AND ASAN DON DUST (' SSFM LL AS REM RED 20 E luvpr; Oe �/ •• wYE - FLEX CPt.O (TYP)� 10 0 POINT OF CONNECTION FIE v" CG4{W sn W HOOPS ® r -\ �TE POST (TYp) L `• I -1--CvWS C 12-18 VERi --CLASS C CONCRETE EYEMY SPACED CONCRETE PER PER Sl1B-6EL710N pw Ire SlJ&SECTION 10.OS300 �re SUB -SECTION SUB 10,033M 10DS300 DUAL GATE A GATE POST FOOTING B POST FOOTING - SCALE V . 1'a SCALE. V- 1'-P V. — FLLE Q73013-010400A+g FILE BZ168-010i00d9 c ABwol�o�o �"•=�'— CITY OF RENTON P-V*W&aowpmc Waft OWL •wry LAKE WASHINGTON BEACH LIFT STATION REPLACEMENT CfVIL SECTIONS AND DETAILS SEPT2010 r- C-06 v. L C 0 1' i 4' m 0 NEW ANTENNA NEW P,Rp I CONTROL PANEL-. -. AOCESSDOOR HINGES, m'PI - c:� c� renIt 1 `1 - 1 7 1MR80FCONiRAQ'IOROPHNATIONB x---E) x x l3 V -- f•l�Sril (TYP3 I Ste' I m� II I I OV ELL mP 2) 11 II II II '7 • Ls C7 L1 L cN nN N' 37.2� Ir>: �p wM III III l� III III - l , 4 ewrxlw cos 4 GATE SWNO MRECT10 W CAPASLITY (TYP) D ENLARGED SITE PLA CM fiUt':1. FIF &,Yaw 0101o0J.q �r� aN NO REVISION BY DATE APPR •I•� BY CONTRACTOR BY WATER CITY VAULT > m1pl UD CITY OF diN RENTON rww* S`mft vvA@waro pt KEY NOTES: OREDUCE PRESSURE DOUBLE 114CM001 PREYENTER PER CITY WW SECTION GIVS(10} PROTECT WITH HEATED, INSULATED, FL P-TOP. LOCKABLE FBFJRG ASS ENCLOSURE, OOM, 12DV, SNOLE PHASE, HOT BOJL OR EOIW_ &ZED PER REDUCED PRESSURE DOUBLE BAOffLOW PREVHYTER ASSEIMBLY. LOCATE ENC . <RE OFF FENCE TO PROJDE UNOBSTRUCTED OPEWNG OF FLP-TOP. 2 E OLIP► EWT AMD MATMAMS &JPRED AND MISTALIED BY CITY. S 424NCH TALL OWN LTA( FENCE PER SUBSECf10N ,0.02B20. 4 BEE CIVI DRAWINGS FOR OOKM UATK*L S ENCLOSURE TOP BWNO DARFCTIDH A PROVIDE 10 NCH WIDE OONCABT F6 M CABLE TRIBIC" OR EOUAL. SOLD BOTTOM. PARTITION TO SEPARATE POWER AND INTRINSIC/1LLY PROVIDE TREIdOi WITH GALVANIZED STEEL WQED, 9O-T4X3WN, HOlDa COVER WITH 397 HNOU AND BOLTS. PROVIDE NOTCHED COVER FOR CABLES ENCASE TRENCH N 441GT THICK CONOREIE, TYPICAL ALL SIDES. DO NOT ENCASE AT COHOUFT PENETRATIONS. MODIFY ; AS RECJUnSO FOR CABLE ENTRY. DEPTH AS RE OUIED TO l; FACtITATE NOES TRANSITION OF 00I4 NT NTO TRENCH. YAW r CSBC OOIFACTED TO W% MOD PER ASTM D1667. OWALL MOUNTED UNWONT SLEEVE WI SST OLEEVE CAP, FASTEN TO PAWL PER W RS e46TRLCTTOW COKE RM COMPATIBILITY WITH CrTY RETREVALA1dST EQUIPMENT. (WALL FLUSH MATH FNlSHED ORACE COORDINATE LOCATIONS WTTH CITY. OINSTALL WITH TOP OF UTTUJCTU14E LEVEL. SLOPE FEW AC PAVEMENT AWAY FROM STRUCTURE TO MATCH EXIffG COM,DIJRS. SW1NO OATE WALL MNG FREELY OVER STRUCTURE. WHERE APPLICABLE - PROTECT E70SR4G 91HUBBER Y FALST OF CURS. 0 HUD VENT TIGHT AOANST FENCE LAKE WASHINGTON BEACH LIFT STATION REPLACEMENT ENLARGED SITE PLAN om m1B I MR 0./= FryT MAI OUNC t-M VAULT — M 411 A 4W Y S-T9 ROUX I OWNSK)"s) l'kJI sUBbECTK)!1 I U ID4r$ N C VALVE VAULT PLAN GDI SCALE. I I!T - V-0' FIE, VU1110.MACC V AL9TOhsslNHNIrII^►MWl1s•�•ss V {f„wRAM I='ItMM111YhWlM+TWH A r � A ty w ©� -T i 1 � Lt I I I iI 1 ( I I -- -- A A_ .I n , M Q1 NO REVISION Emma 1 GRADE EL 2FLt � 11111, tz V 1 01 R GENERAL NOTES: A. ALL SUPPORTS AND FASTENERS SHALL BE CCNFTRUCTED OF STAN&EBB STEEL B. NOT ALL OF THE REQUIRED PIPE; SUPPORTS ARF SHOWN ON THE DRAWINGS. CONTRACTOR SHALL PROVIDE ALL OF THE PfPF SUPPORTS SHOWN ON THE DRAWINGS AND ADOIT1CAl4L PEE SUPPORTS AS REQUIRED PER 8PECIF ICATICM. SUPPORT SPAONO SHALL Be AS SPF.CdIED UNLESS BPECFiCAU.Y NOICATEX OTHERWISE C. NOT ALL OF THE RE40LW D FTMNGS ARE SHOWN ON THE DRA WI NOB. CONTRACTOR 81W1 PROVIDE ALL OF THE FITTINGS AS WQUWREV FOR PIPING ARWiCEIAENT5 SHOWN ON 111C DRAW W M AMID PER EQUIPhENT FFWINI91Fn KEY NOTES: 1 SEE CIVL DWOS FOR CONTT/UATION. 2 BEE OM C-01. Etd_AROM SITE PTML Fall DOOR SWWO DETAILS. �3J ALUMINUM LADL*R PER SUB -'EC ION TODaND 4 34BRQZE ANGLE TH WADED HOSE VALVE. CRANE IT TF OR EQUAL (6 J 2% SLOPE TO SUW, TYP ENTIRE VAL LT. 6 ACCESS HATCH DRAT L ROUTE 70 SUM'. CONTW.IALLY SLCeE. TERhW ATE r BELOW Sl W ORAT/IQ CUT MO BAND QRATTNO AS REQO. Sli'PORT PIER TYPK AL DETA) L P901W. OFAB TIEN 1' THCK X S WIDE FRP SiEP TO LADOER WITH SST CONNECTIDMS, LOATH AS RECD TO SPAN WIDTH OF LAOOER MODIFY LADDER CONNECTION TO VAULT AS Ft C TO ACCOM1DDATE FRP STEP. ]4'iW Y�l� —\ -4,G c F EL 2-" d `O 4 . o � 5 e Q C C e d a c A o n q e A 4 n o 4 a a a d •� p, __ _ n o e d d cl VALVE VAULT SECTION SCALE. 1 V!' • 1'{j FIE: s235B10.MJ00 CITY OF — AN RENTON ~� OATl1M iLA1 Pw.,e+greusao-+p+Pumc wa+m as BY DATE JAPK �"'•"�• Z3.ab A+3 1r CSBC COMPACTED TO G5% M DC PBIASTM CIM (TYP) LAKE WASHINGTON BEACH LIFT STATION REPLACEMENT VALVE VAULT PLAN AND SECTION c L 1