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WTR2702788
CITY OF RENTON DEPARTMENT OF PLANNING/ BUILDING/PUBLIC WORKS UTILITY ENGINEERING (425) 430-7208 1055 South Grady Way, Renton, WA 98055 Contractor B & L Utility., Inc. Address 7101 Sexton Rd. City Snohomish State WA Zip 98290 Contract Number Project Name Statement Number CAG-02-162 Seneca Ave NW & NW 2Id St Water Main Installation 1 Project, WTR-27-2788 Number of working days charged to your contract for the week ending Friday 11/15/02 Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 11/11/02 Monday Overcast- 552F - 342F. 11/12/02 Tuesday Overcast- 562F — 352F. 11/13/02 Wednesday Overcast- 552F - 352F. 1 11/14/02 Thursday Overcast- 562F - 322F. 1 11 /15/02 Friday Overcast - 552F — 332F 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 3 0 CURRENT STATUS Working Days Specified In Contract ..................................... Approved Extension of Time ............................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ —Working Days Remaining ............................................. Summary of Week's Activities: 40 40 3 37 Contractor made preparation for mobilization and construction surveying, he site. Rick ore o, Project Manager 'Show only extensions approved by letter from City "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. H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2788 - Seneca Ave NW & NW 2nd St. Water Main Replacement\Work Days\WORKDAYI.DOC CITY OF RENTON DEPARTMENT OF PLANNING/ BUILDING/PUBLIC WORKS UTILITY ENGINEERING (425) 430-7208 1055 South Grady Way, Renton, WA 98055 Contractor B & L Utility., Inc. Address 7101 Sexton Rd. City Snohomish State WA Zip 98290 Contract Number Project Name Statement Number CAG-02-162 Seneca Ave NW & NW 2"d St Water Main Installation 2 Project, (WTR-27-2788) Number of working days charged to your contract for the week ending Friday 11/22/02 Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 11/18/02 Monday Overcast- 552F - 34°F. 1 11/19/02 Tuesday Overcast- 562F — 359F. 1 11/20/02 Wednesday Overcast- 559F - 35°F. 1 11/21/02 Thursday Overcast- 562F - 32°F. 1 11/22/02 Friday Overcast - 552F — 3YF 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 4 3 7 CURRENT STATUS Working Days Specified In Contract ..................................... ' Approved Extension of Time ............................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ —Working Days Remaining ............................................. Summary of Week's Activities: Contractor installed 8" water main through Sta. 5+75. A Sieve analysisw0 taken for native soils. Rick Mole/pl, Project Manager 'Show only extensions approved by letter from City "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. H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2788 - Seneca Ave NW & NW 2nd St. Water Main Replacement\Work Days\WORKDAY2.DOC CITY OF RENTON DEPARTMENT OF PLANNING/ BUILDING/PUBLIC WORKS UTILITY ENGINEERING (425) 430-7208 1055 South Grady Way, Renton, WA 98055 Contractor B & L Utilitv.. Inc. Address 7101 Sexton Rd. City Snohomish State WA Zip 98290 Contract Number Project Name Statement Number CAG-02-162 Seneca Ave NW & NW 2"d St Water Main Installation 3 Project, (WTR-27-2788) Number of working days charged to your contract for the week ending Friday 11/27/02 Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 11/25/02 Monday Cloudy- 54°F - 34°F. 1 11/26/02 Tuesday Cloudy- 562F — 352F. 1 11/26/02 Wednesday Clear- 532F - 35°F. 1 11/27/02 Thursday (Holiday) 11/28/02 Friday (Holiday) Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 3 7 10 CURRENT STATUS Working Days Specified In Contract ..................................... Approved Extension of Time ............................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ —Working Days Remaining ............................................. Summary of Week's Activities: 40 40 10 30 Contractor installed 8" water main to Sta. 10+57. Contractor encountere ock within section of trench this work week. Ric M eno, Project Manager 'Show only extensions approved by letter from City "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. HAFile Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2788 - Seneca Ave NW & NW 2nd St. Water Main Replacement\Work Days\WORKDAY3.DOC Kt:N I UN C:UNL;Kt 1 t 1 t:UYC:Lt:K*, 22121 17th Ave. S.E., Suite 117 - Botheil, WA 98021 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 No 53909 (BLACK RIVER QUARRY SITE) SITE PHONE: (206) 772-2278 BUSINESS OFFICE: (425) 481-9101 Date: Customer: Address: Delivery Address: Special Instructions: Hauler's Name: Phone: r _ Scaleperson: ❑ CASH CHARGE TRUCK # TIME MATERIAL GROSS/ TARE NET NET T/YDS PRICE DRIVER'S SIGNATURE - Subtotal DRIVER'S Tax SIGNATURE: � �' L � �` Total ❑ ___ NOTICE: It is specifically agreed that this company shall not be in anyway responsible for damage to customer's property, resulting in deliveries beyond curb line. TERMS: NET 15 DAYS from the end of the month. A finance charge will be assessed on all past due accounts at a rate of 1 1/2% per month. Annual finance charge of 18%. RENTON CONCRETE RECYCLERS , 22121 17th Ave. S.E., Suite 117 - Botheil, WA 98021 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 N° 53939 (BLACK RIVER QUARRY SITE) SITE PHONE: (206) 772-2278 BUSINESS OFFICE: (425) 481-9101 Date Customer: Phone: Address: Delivery Address: Special Instructions: Hauler's Name: _ — _ Scaleperson: U CASH CHARGE TRUCK # TIME MATERIAL GROSS NET NET TNDS PRICE DRIVER'S SIGNATURE % /TAR/. Subtotal DRIVER'S SIGNATURE: /ice"__ Tax Total NOTICE: It is specifically agreed that this company shall not be in anyway responsible for damage to customer's property, resulting in deliveries beyond curb line. TERMS: NET 15 DAYS from the end of the month. A finance charge will be assessed on all past due accounts at a rate of 1 1,2% per month. Annual finance charge of 18%. DAY:` DAILY INSPECTION DIARY DATE: /j R b-L WORK PERIOD: a.m./p.m. to WEATHER: ( TEMP. MAX4S,-'_°F MIN +Z- OF PRECIPITATION: WORK ACCOMPLISHED TODAY: a.m./p.m. GiTY --oi r -z-00-- CONTRACTOR SIGNATURE INSPECTOR) SIGNATURE REPORT DATE: 2 city of Ramtoh Route Sc°ne-eC/ /NV I, d S/ Contract No. _ Project No. Inspected B Checked By: DEC - 9 CITY OF RENTON UTILITY SYSTEMS INSPECTOR'S DAILY REFORT Date � //--� 7" 02 Weather Contractor/Sub_23L Time In Time Out Time In Time Out Item By bm Location (xy*Jnb EvUenceofNlaINIalloon No. Whorn Equipment Used: Classifications on Site: This is _ an estimate progress measurement (item no: a final field measurement (item no: Activities performed: 8� v kQy�r> 117 =NTON CONCRETE RECYCLF-RS «121 17th Ave. S.E., Suite 117 - Botheil, WA 98021 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 N o 52991 (BLACK RIVER QUARRY SITE) SITE PHONE: (206) 772-2278 BUSINESS OFFICE: (425) 481-9101 Date: Customer: -_ Address: Delivery Address: Special Instructions:---_-- Hauler's Name: Scaleperson: u CASH ❑ CHARGE TRUCK # TIME MATERIAL GROSS TARE NET NET TNDS PRICE DRIVER'S SIGNATURE J\7 �) Subtotal DRIVER'S Tax SIGNATURE: Total NOTICE: It Is specifically agreed that this company shall not be in anyway responsible for damage to customer's property, resulting in deliveries beyond curb line. TERMS: NET 15 DAYS from the end of the month. A finance charge will be assessed on all past due accounts at a rate of 1 112% per month. Annual finance charge of 18%. :NTON CONCRETE RECYCLERS 22121 17th Ave. S.E., Suite 117 - Bothell, WA 98021 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 No 12990 A (BLACK RIVER QUARRY SITE) SITE PHONE: (206) 772-2278 BUSINESS OFFICE: (425) 481-9101 Date: — Customer: ---- _ _ -- Phone: - Address: Delivery Address: Special Instructions: Hauler's Name:--------r —_ 1ieperson: - --- u CASH CHARGE TRUCK# TIME MATERIAL GROSS TARE NET NETTNDS PRICE DRIVER'S SIGNATURE Subtotal DRIVER'S C, Tax SIGNATURE: �- - -- Total NOTICE: It is specifically agreed that this company shall not be in anyway responsible for damage to customer's property, resulting in deliveries beyond curb line. TERMS NET 15 DAYS from the end of the month. A finance charge will be assessed on all past due accounts at a rate of 1 1(2% per month. Annual finance charge of 18%. HtN I UN UUNL;Ht I t HLIL;YULt:H5 22121 17th Ave. S.E., Suite 117 -Bothell, WA 98021 Ar PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 NO )2963 (BLACK RIVER QUARRY SITE) SITE PHONE: (206) 772-2278 Date: _' IF — vi C- e- Customer: Address: Delivery Address: r BUSINESS OFFICE: (425) 481-9101 - - - - - - - Phone:_ _ Special Instructions: _ _ / y Hauler's Name: t�(J d +eperson: ❑ CASH RGE (5> TRUCK # TIME MATERIAL GROSS TARE NET NET T/YDS PRICE DRIVER'S SIGNATURE Subtotal DRIVER'S Tax SIGNATURE: � - Total NOTICE: It is specifically agreed that this company shall not be in anyway responsible for damage to customer's property, resulting in deliveries beyond curb line. TERMS: NET 15 DAYS from the end of the month. A finance charge will be assessed on all past due accounts at a rate of 1 1/2% per month. Annual finance charge of 18%. NTON CONCRETE RECYCLPERS 22121 17th Ave. S.E., Suite 117 - Botheil, WA 98021 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 No 52931 BLACK RIVER 4UARRY SITE) ( SITE PHONE: (206) 772-2278 BUSINESS OFFICE: (425) 481-9101 Date: i ,� 7i `= Customer: � � % ' � � % Phone: - Address: Delivery Address: Special Instructions: Hauler's Name: — Scaleperson: ❑ CASH CHARGE TRUCK # TIME MATERIAL GROSS TARE NET NET T/YDS PRICE DRIVER'S SIGNATURE c_,l ; W{ S/1 Subtotal DRIVER'S SIGNATURE Tax Total NOTICE: It is specifically agreed that this company shall not be in anyway responsible for damage to customer's property, resulting in deliveries beyond curb line. TERMS: NET 15 DAYS from the end of the month. A finance charge will be assessed on all past due accounts at a rate of 1 1/2% per month. Annual finance charge of 18%. • SENTON'C''ONCRETE RECYCLERS 22121 17th Ave. S.E., Suite 117 - Botheil, WA 98021 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 BNo 52907 LACK RIVER QUARRY SITE ( ) SITE PHONE: (206) 772-2278 BUSINESS OFFICE: (425) 481-9101 Date: // V:. / __, I J Customer: i1/�z� Y/P - Phone: Address: Delivery Address:-� Special Instructions: Hauler's Name: - — Scaleperson: ❑ CASH CHARGE TRUCK# TIME MATERIAL GROSS TARE NET NET TNDS PRICE DRIVER'S SIGNATURE 7 5�� 3l. Subtotal DRIVER'S �� �i Tax SIGNATURE: -�-yam ' - " �� Total NOTICE: it is specifically agreed that this company shall not be in anyway responsible for damage to customer's property, resulting in deliveries beyond curb line. TERMS: NET 15 DAYS from the end of the month. A finance charge will be assessed on all past due accounts at a rate of 1 1/2% per month. Annual finance charge of 18%. =NTON CONCRETE REOYCL..ERS « 121 17th Ave. S.E., Suite 117 -Bothell, WA 98021 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 No 52917 (BLACK RIVER QUARRY SITE) SITE PHONE: (206) 772-2278 BUSINESS OFFICE: (425) 481-9101 Date: ` / Customer: ✓J 7`/ . Phone: Address: Delivery Address: —_— Special Instructions: Hauler's Name: _ _ - r'LQ� Scaleperson: ❑ CASH CHARGE TRUCK# TIME MATERIAL GROSS TARE NET NETTNDS PRICE DRIVER'S SIGNATURE 1 Subtotal DRIVER'S Tax C SIGNATURE: _ Total NOTICE: It is specifically agreed that this company shall not be in anyway responsible for damage to customer's property, resulting in deliveries beyond curb line. TERMS: NET 15 DAYS from the end of the month. A finance charge will be assessed on all past due accounts at a rate of 1 1(2% per month. Annual finance charge of 18%. 0/ty 01 Ramtoh Route /NW,,, nd S/ Contract No. _ Project No. aj7,-_Z'�'7- /7 Inspected By Checked By: / INSPECTOR'S DAILY REPORT Date Weather Contractor/Sub- ez- iJ 3� i Time In Time Out / Uo 0 Time In Go Time Out Item No. By Whom bm Location Sewe-e-a s &Adww of M&M kWectlon Fire ran- : !SelOb 441&4- /0 -144q q, 091 7- a !/ V Stl i / zinc. ru ocfS G+ 18 d L f +Lo .s A ZZ 7+ f 0 Eq 14Z O DIP I < « z 4+25->a 6,C " elnbl -144 , 7t3Z -'1+-t 1 GSiC -r - - /Of S ck" & - Z2 S C- ias s d Equipment Used: Classifications on Site: This is _ an estimate progress measurement (item no: a final field measurement (item no: Z i Activities performed: 117 e /ns4 //D1ion j �r7cico Cnh��cfi`ohs : f=�� shed FH ihs�i/ � A- 0 V. C o",^-r /, LI,- -,�9J6 S-O Z-A / 04-4z Z--1, la-?Ls7 , , 4. 4,1- 91Z/ 24- -74 s7, RENTON CONCRETE RECYCLERS 22121 17th Ave. S.E., Suite 117 - Bothell, WA 98021 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 N° 53017 (BLACK RIVER QUARRY SITE) SITE PHONE: (206) 772-2278 BUSINESS OFFICE: (425) 481-9101 Date: Customer: __ _ Phone: Address: Delivery Address: _— Special Instructions: Hauler's Name: —_ S.6ijeperson: U CASH _ CHARGE TRUCK # TIME MATERIAL GROSS TARE NET NET T/YDS PRICE DRIVER'S SIGNATURE Subtotal DRIVER'S r—�i'� �, Tax SIGNATURE: Total NOTICE: It is specifically agreed that this company shall not be in anyway responsible for damage to customer's property, resulting In deliveries beyond curb line. TERMS: NET 15 DAYS from the end of the month. A finance charge will be assessed on all past due accounts at a rate of 1 1120 /month. Annual finance charge of 18%. _ RENTON CONCRETE RECYCLERS 22121 17th Ave. S.E., Suite 117 -Bothell, WA 98021 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 No 53026 (BLACK RIVER QUARRY SITE) SITE PHONE: (206) 772-2278 BUSINESS OFFICE: (425) 481-9101 Date: Customer: _ Phone: _ Address: Delivery Address: Special Instructions: Hauler's Name: 5"eperson: ❑ CASH _ CHARGE I DRIVER'S TRUCK# TIME MATERIAL GROSS TARE NET NETTNDS PRICE SIGNATURE Subtotal DRIVER'S Tax SIGNATURE: Total NOTICE: It Is specifically agreed that this company shall not be in anyway responsible for damage to customer's property, resulting in deliveries beyond curb line. TERMS: NET 15 DAYS from the end of the month. A finance charge will be assessed on all past due accounts at a rate of 1 1/20/ nonth. Annual finance charge of 18%. RENTON CONCRETE RECYCLERS 22121 17th Ave. S.E., Suite 117 - Bothell, WA 98021 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 No 53034 (BLACK RIVER QUARRY SITE) SITE PHONE: (206) 772-2278 BUSINESS OFFICE: (425) 481-9101 Date: Customer: _ Phone: Address: -- -- - Delivery Address: Special Instructions: Hauler's Name: Scaleperson: ❑ CASH CHARGE TRUCK# TIME MATERIAL GROSS TARE NET NETTNDS PRICE DRIVER'S SIGNATURE Subtotal DRIVER'S Tax SIGNATURE: - Total NOTICE: It is specifically agreed that this company shall not be in anyway responsible for damage to customer's property, resulting in deliveries beyond curb line. TERMS: NET 5 DAYS from the end of the month. A finance charge will be assessed on all past due accounts at a rate of 1 i;2*onth. Annual finance charge of 18%. - RENTON CONCRETE RECYCLERS 22121 17th Ave. S.E., Suite 117 - Botheil, WA 98021 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 No 53042 (BLACK RIVER QUARRY SITE) SITE PHONE: (206) 772-2278 BUSINESS OFFICE: (425) 481-9101 Date: Customer: Address: Delivery Address: Special Instructions: Hauler's Name: CASH Phone: Scaleperson: ❑ CHARGE TRUCK# TIME MATERIAL GROSS TARE NET NETT/YDS' PRICE DRIVER'S SIGNATURE Subtotal DRIVER'S SIGNATURE: Tax Total NOTICE: It Is specifically agreed that this company shall not be in anyway responsible for damage to customer's property, resulting in deliveries beyond curb line. TERMS: NET 15 DAYS from the end of the month. A finance charge will be assessed on all past due accounts at a rate of 1 11291, onth. Annual finance charge of 18%. m` RENTON CONCRETE RECYCLERS 22121 17th Ave. S.E., Suite 117 - Bothell, WA 98021 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 No 53045 (BLACK RIVER QUARRY SITE) SITE PHONE: (206) 772-2278 BUSINESS OFFICE: (425) 481-9101 Date: Customer: Address: Delivery Address: Special Instructions: Hauler's Name: u CASH Phone:_ Scaleperson: ❑ CHARGE TRUCK # TIME MATERIAL GROSS TARE NET NET T/YDS I PRICE DRIVER'S SIGNATURE Subtotal DRIVER'S ' Tax SIGNATURE: r Total NOTICE: It is specifically agreed that this company shall not be in anyway responsible for damage to customer's property, resulting in deliveries beyond curb line. TERMS: NET 15 DAYS from the end of the month. A finance charge will be assessed on all past due accounts at a rate of 1 1;2%month. Annual finance charge of 18%. RENTON CONCRETE RECYCLERS 22121 17th Ave. S.E., Suite 117 - Bothell, WA 98021 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 No 53097 (BLACK RIVER QUARRY SITE) SITE PHONE: (206) 772-2278 BUSINESS OFFICE: (425) 481-9101 Date: Customer: Address: Delivery Address: Special Instructions: Hauler's Name: Phone: _ Scaleperson: ❑ CASH CHARGE TRUCK# TIME MATERIAL GROSS TAR NET NETTNDS PRICE DRIVER'S SIGNATURE Subtotal DRIVER'S =! Tax SIGNATURE: Total NOTICE: It is specifically agreed that this company shall not be in anyway responsible for damage to customer's property, resulting in deliveries beyond curb line. TERMS: NET 15 DAYS from the end of the month. A finance charge will be assessed on all past due accounts at a rate of 1 1/2%month. Annual finance charge of 18%. _ . RENTON CONCRETE RECYCLERS 22121 17th Ave. S.E., Suite 117 - Botheil, WA 98021 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 No C 3 O c 9 (BLACK RIVER QUARRY SITE) �] D SITE PHONE: (206) 772-2278 BUSINESS OFFICE: (425) 481-9101 Date: Phone: - Address: Delivery Address: Special Instructions: Hauler's Name: - - - Scaleperson: - - - - - - ❑ CASH CHARGE TRUCK # TIME MATERIAL GROSS TARE NET NET TNDS PRICE DRIVER'S SIGNATURE f D L1 - Subtotal DRIVER'S -r�� ` Tax SIGNATURE: Total NOTICE: It Is specifically agreed that this company shall not be in anyway responsible for damage to customer's property, resulting in deliveries beyond curb line. TERMS: NET 15 DAYS from the end of the month. A finance charge will be assessed on all past due accounts at a rate of 1 112%month. Annual finance charge of 18%. 1 1 City of Ramtoh Route Contract No. _ Project No. Inspected By. \ Checked By: RECEIVED Noy 2 ; 2002 INSPECTOR'S DAILY REPORT CITY OF RENTON UTILITY SYS cMS Date W Z 1-01 Weather P CS' rrud� Contractor/Sub _23L bl __ Time In / Time Out ., Time In Time Out, Item No. By Whom Rem Locdion CkAkft EkbmeofMabrWkWedion ,Ser lCP ��nCcfior� ScG 3 /Sv�i 150 zJ/ ✓'. � - n oht. 45 L Zone i� % u p CG Equipment Used:�&-4Ce/r; %rGc%tioe_ Cal �G_8 tt ��he� Classifications on Si e: _ -7 /G ,9rerS / This is 24 an estimate progress measurement (item no: !lam ) a final field measurement (item no: ) Activities performed: Urok? UD �l -7�-XX / �i'C��C17 Vv/vie �Q,r, 9-4,K �� 3y T RENTON CONCRETE RECYCLERS 22121 17th Ave. S.E., Suite 117 - Bothell, WA 98021 PIT SITE: 500 MONSTER RD. S.W. REN IUN, WA 98055 No 52770 (BLACK RIVER QUARRY SITE) SITE PHON (206) 772-2278 BUSINESS OFFICE: (425) 481-9101 Da�torner: Cu_ UPS _ Phone: __ Address. Delivery Address: Special Instructions: Hauler's Name: _ Scaleperson: CASH CHARGE TRUCK # TIME MATERIAL GROSS TARE NET NET T/YDS PRICE DRIVER'S SIGNATURE Subtotal DRIVER'S ` r SIGNATURE: _ Tax Total NOTICE: It Is specifically agreed that this company shall not be in anyway responsible for damage to customer's property, resulting in deliveries beyond curb line. TERMS: NET 15 DAYS from the end of the month. A finance charge will be assessed on all past due accounts at a rate of 1 1/2% per month. Annual finance charge of 18%. RENTON CONCRETE RECYCLERS 22121 17th Ave. S.E., Suite 117 - Botheil, WA 98021 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 nJ o 52820 (BLACK RIVER QUARRY SITE) SnEPff6ffi: (206) 772-2278 BUSINESS OFFICE: (425) 481-9101 Da e: p�f Cust �'"" Phone: Address: Delivery Address: Special Instructions: Hauler's Name: _ Scaleperson: U CASH A CHARGE TRUCK # TIME MATERIAL GROSS TARE NET NET T/YDS PRICE DRIVER'S SIGNATURE v Subtotal DRIVER'S SIGNATURE: Tax Total NOTICE: It is specifically agreed that this company shall not be in anyway responsible for damage to customer's property, resulting in deliveries beyond curb line. TERMS: NET 15 DAYS from the end of the month. A finance charge will be assessed on all past due accounts at a rate of 1 1;2% per month. Annual finance charge of 18%. city 01 Romtom Route ._ /Z(-Cu I/_ 1 W,/ d S/ Contract No. Project No.'7-�'��n Inspected B Checked By: FINSPECTOR'S DAILY RE ORT Date //- b.2G 0 a Weather h0j arr svh d'746 - /47.4dr Contractor/Sub_�� (' _ Time In 9 3 0 Time Out / / a 0 Time In / 3 o Time Out 1� Equipment Used: �� 3/S %/ %O�' do a�Urh �i''v �� V r n/ez• �g�¢ Classifications on ite: rc ` /zinanG1�y. This is an estimate progress measurement (item no: G /�4 /S ) _ a final field measurement (item no: ) Activities performed: s ulo��.i�q de6r/s /ccv�s t �i ua/ v roar ` �n-r, �/i'h �J7nch in oh Ser�ccu. G rock of qX• i--en�Ovr�,/i1� y�rtch Sx ..� r� h `yofh Q d %/ l he 4''� is ho i'hG vr- .,Z�on b / ` oe /t2S 4-t2 4hcovnli:�rd Q f yAzs- rim 76 A7,4/c I'OIGl_- /p�orraW . �tli�o rn '��`vc•E drea.� _L�c_ ,;, ,aIGC e rv/ck . �iP e<sur� 2 City of Raktoh Route 2C°neeu INW,,� d Contract No. _ Project No. Inspected By: Checked By: INSPECTOR'S DAILY REPORT Date P-8 -0,=2 Weather Contractor/Sub _3- Time In �O Time Out /O Time In Time Out Item No. By Whom (b2m Location (.itylUnits EvManceo(NWerWInspection 6Gocd .']'$' I%iSVa Aro Te, -Al 3 9 LF S - f!-r,•" rhi ,-50 . SW 7 WeZeIS ,eMwA-tom • tmb! - 1-7193 L4 Ea V va OH y4s&e,"kly/7 117' J54 1 U/Slll11 Equipment Used: Classifications or This is _ an estimate progress measurement (item no: a final field measurement (item no: Activities performed: /W fOO /3 f 70 75'a c�n� /� c /oa •o X 1 Lod L-f7-7- /7tP IW20'dS/ _ 233 &s8 �� 2 City of Ramtoh Route Contract No. _ Project No. Inspected By. Checked By: IF —INSPECTOR'S DAILY REPORT Date //-/ 5'`O--R Weather Contractor/Sub- 5L bl __ _ _ Time In Time Out Time In Time Out Item No. By VVhom jorp Location QI)AJnits EvkbnceoFMalerWkvq ctIon l� L�J ne -vs /o� h t Dyad &dn hC/V,-/',z4 hew nG in See 2Q. is - G14VJ*ek- Zr f cruSA4 ;eo Blckyqll 1. 7 r lzr�_c LS Equipment Used: Classifications on Site: This is _ an estimate progress measurement (item no: a final field measurement (item no: Activities performed: d.Sf0.67-r�OS� /9.2/74X-,0 3.3�4SX36D4F. /377s8V cs7-c� D. SX-ZX 3S8 = �27 A/ ��5 g IsSTONEWAY RENTON (Plant #10) 1915 Maple Valley Hwy., Renton CONCRETE SEATTLE (Plant #11) 3803 E. Marginal Wy S., Seattle TUKWILA (Plant #12) 17024 W. Valley Hwy., Tukwila ACCOUNTING: 9125 TENTH AVENUE SOUTH CEDAR SHORES (Plant #20) 21010 Cedar Grove Rd. S.E.. Maple Valley SEATTLE, WA 98108 • (206) 762-2566 A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY, INC DELIVERY TICKET SALES/PLANT & ORDER DESK (425) 226-1000 FAX (425) 228-4924 TICKET TIME AM LEAVE PLANT ARRIVE JOB BEGIN POUR FINISH POUR LEAVE JOB ARRIVE PLANT DATE STOMER NO, ORDER NO. PROJECT PLANT # CUSTOMER NAME CUSTOMER P.O. JOB NO. DELIVERY TICKET NO, JOB ADDRESS COLLECT ON DELIVERY (C.O.D.) ❑ CASH ❑ CHECK # ❑ CHARGE MAP ZONE CARD # EXP. / SPECIAL INSTRUCTIONS ❑ VISA ❑ MASTERCARD ❑ DISCOVER • PRODUCT DESCRIPTION • if !. J TOTAL SLUMP SPACING ORDERED BY T CK N0. DRIVER REMIT TO SALES TAX 9125 10th AVE, S. WATER ADDED ON -SITE CYLINDERS AUTHORIZED BY: SEATTLE, WA BALANCE FORWARD 98108 ❑ YES TERMS ON REVERSE TOTAL AMOUNT gals. to full load El YES REASON FOR DELAY TIME: gals. to 2/3 load ❑ YES ❑ JOB NOT READY ❑ LACK OF HELP ❑ ADDING WATER ❑ WHEEL BARROW JOB ❑ ARRIVED JOB EARLY ❑ TRAFFIC ❑ TRAIN ❑ DRAW BRIDGE gals. to 1/3 load ❑ WAITING FOR TRUCK TO UNLOAD I-]PUMPBLOW-BACK ❑ NONE ElWAITING ON PUMP ❑ WASH PUMP ❑ OTHER ADDITION OF WATER WILL REDUCE - WARNING - RELEASE — CUSTOMER RELEASES AND AGREES TO HOLD HARMLESS STONEWAY CONCRETE, STRENGTH. WATER ADDED AT IRRITATION TO A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY, INC. FOR ANY DAMAGE TO HIS REAL SKIN AND EYES OR PERSONAL PROPERTY CAUSED BY DELIVERY OF MATERIALS LISTED ABOVE. DETAILS OF SITE CUSTOMER'S OWN RISK. SEE REVERSE (16) AGREEMENT ACCESS ON BACK (5). 7 MINUTES PER CUBIC YARD NOT RESPONSIBLE FOR COLOR CUSTOMER SIGNATURE UNLOADING TIME INCLUDED. VARIATION OR Additional unloading time charged at current hourly truck rate. SURFACE DISCOLORATION PRINT NAME DATE BATCH DATA: DELIVERY TICKET NO. REV 4/00 NBF CUSTOMER COPY STONEWAY RENTON (Plant #10) 1915 Maple Valley Hwy., Renton CC= C !Olen- .111 — C LdI - O QW DELIVERY TICKET CONCRETE TUKWILA (Plant #12) 17024 W. Valley Hwy., Tukwila SALES/PLANT & ACCOUNTING: 9125 TENTH AVENUE SOUTH CEDAR SHORES (Plant #20) 21010 Cedar Grove Rd. S.E., Maple Valley ORDER DESK (425) 226-1000 SEATTLE, WA 98108 • (206) 762-2566 A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY, INC. FAX (425) 228 4924 TICKET TIME AM LEAVE PLANT ARRIVE JOB BEGIN POUR FINISH POUR LEAVE JOB ARRIVE PLANT PM DATE CUSTOMER NO. ORDER NO. PROJECT PLANT # CUSTOMER NAME CUSTOMER P.O. JOB NO. DELIVERY TICKET NO. t `'. )!'It"? ; 1 ._. I I't JOB ADDRESS COLLECT ON DELIVERY (C.O.D.) ❑ CASH ❑ CHECK # ❑ CHARGE MAP ZONE CARD # EXP. / SPECIAL INSTRUCTIONS ❑ VISA ❑ MASTERCARD ❑ DISCOVER QUANTITY U.M.�•�� DESCRIPTION UNIT PRICE• 8-1T # 11 Oonc J B TOTAL SLUMP SPACING ORDERED BY TRUC DRIVER SALES TAX REMIT TO 9125 loth AVE. S. WATER ADDED ON -SITE CYLINDERS AUTHORIZED BY: SEATTLE, WA BALANCE FORWARD 98108 ❑ YES TERMS ON REVERSE TOTAL AMOUNT gals. to full load ❑ YES REASON FOR DELAY TIME: gals. to 2/3 load El JOB NOT READY El LACK OF HELP ❑ ADDING WATER El WHEEL BARROW JOB El YES ❑ ARRIVED JOB EARLY ❑ TRAFFIC ❑ TRAIN ❑ DRAW BRIDGE gals. to 1/3 load El WAITING FOR TRUCK TO UNLOAD ❑ PUMP BLOW -BACK El NONE ElWAITING ON PUMP ❑ WASH PUMP ❑ OTHER ADDITION OF WATER WILL REDUCE - WARNING - RELEASE — CUSTOMER RELEASES AND AGREES TO HOLD HARMLESS STONEWAY CONCRETE, IRRITATION TO A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY, INC. FOR ANY DAMAGE TO HIS REAL STRENGTH. WATER ADDED AT SKIN AND EYES OR PERSONAL PROPERTY CAUSED BY DELIVERY OF MATERIALS LISTED ABOVE. DETAILS OF SITE CUSTOMERS OWN RISK. SEE REVERSE (16) AGREEjv1ENT ACCESS ON BACK (5). 7 MINUTES PER CUBIC YARD NOT RESPONSIBLE FOR COLOR CUSTOMER SIGNATURE UNLOADING TIME INCLUDED. VARIATION OR Additional unloading time charged at current hourly truck rate. SURFACE DISCOLORATION PRINT NAME DATE BATCH DATA: DELIVERY TICKET NO. - .P CUSTOMER COPY #'r rr - +r ;.q't q� a: r "tw9w-r-- 7 A. _ bpi IliO, V1[ARNIli�3 y,r �'a "� q•, � � r } � � T, ;' EL3lr 4 �1Uo f to Srrllar's ohttCjation 1p ke'sefgiftIrith Oontract._tn ftta} * tall deliveries under this CetntracY3rt.Tollect OnDelivew. nrsh' gfilfir SirolttNcirntatiorl as determine Purchaser's flrldilaidtbond en, flatters bt7 � �i�,sptyjt� twit 'aaacullvolP Wr4ha t j � ► (d°�(a recepi of the axeeuted Contract Rom Pu"ser� it�k. y st .i pt teditiEq,YIBQlt>p n{ Ili fB CQtikaCt. TEIIMS OF PAY!NIENT:�Ali,rwdieesare du�a;fvt payman- dg IeB `BrtB qu ��[c.35 �iaer h.vtgilt8se a 1>ayahle on sal past dui Val thirt�[8oj disys or of CAtiE AG T , Ft3FdlMr; 'IF PAYiyt.� PURCHASE DATE A 346 FE"I L BE, fNGUAREP. if a D¢I. it ttwst �Sepatdik�l 0 46 m$intatrt an open adCou@L-#�I Rc�l_aser Shill l$dIt�BLrmertts the - hereunder in lawful irulnffy nTth6iltsftSd S �Fr7.in�r�n �b'g fiarepfr w tyft fsnt on tl withwAnfwd tt�pinyggmr1St1ttt;Ptpt tracer 1 ( . rllh offset parbeq Slooukf legal action be lr4 d to collect WX tirB 11 be M ,trsodrer lit prlAe f ifd c _ ix�ys� ? bankruptcies, and post -judgement. on eilaras..3TONfdp�Alf f _ tERO�THF�R RI Al tdAM_ L JOi3S-f r 3: T XE$.rA'tedgral.. state and local lessmentziria ifite'�aIC�� i%Fi r.( tson of tt1t�'F aposel ar@ in adt"oo to pTia>[ Q h in - + Port r T. # r•7 !! l$t jt c - if . <. r V }' r d.- S"EDULING3 Cbatrges arwagaf" fxtrmwig'u+el-delive y L-7- - st of-w%b!toavtve}vi;through-wa illspatck offt�e arid rsrs�tft�t�i{gi's e5srlt ndll»& T. tit drivers, quay apvjandS "ort**Va Ittpr etetsfi40f �1i t�� • r e j$+ 7 � ! � ' . - DELIVF i`j CgNDiT1ONS. All emnoreia�deli,r�rleawil! be M7""' central¢ ttansif mixer Ice Wit e$b mr—ft nolgoz. reed Parr fieser - (RfolUte, i - _ tr d at'xs to e r .� �itltargn`df Y f!herll_11f3rGQrtalitYct[an �T C. i$aldstj tdarEse �pr�p►' fgr 1 i�Bl� r�e�a an _ boundaries df the nea►r;si tgwoed.puMic hicjhway. Sailer Iles advised that due Id4he Sl$ apd'wmW of trugK d'ani$ga to theft#erT" i ndlonl or owso aj Injury map vcut and that { let; msaLr ldlltorne dernagdd: disabled prat k'if St171e��u`z8 9J ted�Fffltfrs hlttf>ett(111sagltattT - _ deifetertea - raquidng Sollei ' Srucles trsnal boy or+d the nearest highway to obtain a6ce m16 04jttwhltta art adtl4d W,40 the Poi r nand that Ss0WA14w.4n0.—.l t r• or 1 - - part{es for pf tfp.Lrea9'y _ jblttf. and wr++cl7iaig poi sbrtgl�rtlury That they r$"; ,'Bgllr�r agrees o Awme resporiptfiisty Ib serli$1' and thl por"nat jrl ties. %ale pews s -i*or dama* Ig,Sbeilorner de#mtpA: . esrst iet5a. qFA igsaltes rtuiki rrf�t taFl �r ltrt�altvery: e€ Matarials ano access W the pwpot shA, p6mhaser Alpo agrees To ir)demgtt nWld- i S6!(pr Item any Of-$l , da,mA14 .10 OT fey thl[d , - -p s arising from. multirip from, orlre'mnesKed_with'ihe use of thet rdquesttad peSr leis, d tar4ala whether sucitolaims may prove tahvt im or WM Oak - 9 4tilliudwint, led the lwfl 1W tl"V Age 411111101111111111 F trfdemniflsarion atijlgaiicn anMy 1f�a PudchaserbperlticaUyaludeaxp►esliu/> ttyirirmitnittjtha: rrli m tedit unl1w the Waster tti►l fe.i tuft. Titlei 51 ' J.ROW This waive rdces not permit a direct action by the Purchaser's emplgyg r�4th��uro pg1177S1Qda"1 lots pb11104 rr g�l_rlGf_ e limited in any wry by any limitelon oil the amount or type -a tlamagers, compensation or benefits payable hi or for any th party under worlds ;, p benefit a� or their employee berie{itacls This promise ofirtdrsmnity s¢ecifically applies in the case ofinjuries the ander4igned's av, n etpploye�; tie defend• md"nify and,gpld Seller harmless�i 11 IMal10% as to.allrolaims, demands, losses aril tiabTty, id Which it applies, Sells pets 1 raisiteq C" _14 atWmey's fees, court costs, and'alVother dk6 lated expenses,•ineludfng atwrney'e fee&m8l eNler.atlsts incurrect.by-Soler tb enforceahnesta�lVsh utg r Agftemar(It Upon Seller's tender of defense under this A�erneor,, fife urchswLzgr4" to aWp , odns�Lpf ch ce to defetri agtahl ttdrd-'a vairn(st. stwx u. courts l rill be at the sots expense of fife Pracha . �Iler Is, cfar r"b �tr lr silho CaA�ets y rYGxad dancrgts omega ctn.q pip} f .. WASH OUT AREA, It will be tha Puoe89 . to Is, area forliVeks to rings and close before leaving thsp jots ifte- Ae� t ` ba rrtBJe per load if a wash out area is not prbvldeato " - 4 _ PUMP HOLDS AND BLOWBACK Seller holds rro rs lip or obligation: mt �t Puicfiasei When Purtgf t ompany bald! rrr gtea oFcless. 5arvice tad y Purrbatsor will be tfonaAo:the bail of Seller's 'a all;; ltoikrg sitar* nett roc" or no) rate di pour re taut lathe [d0,�r FrttlClt_3s�_r7 1 of all holds and Tel 1igr3Qg �CDtt �r n ' Mt�ltkA--. el L V V `7 `Q Saarx>a+ discretion, will he t_a Cleanp'proeess, # . s }v F 13 POINT OF ABC0111;, _ _ ' •1 t cepplau lie is att}ro truck rJtute. wl not accetiafarsiblitty far physTahatb -delays, delivery sy stances beybnd outcoufrat '- r r- 4 g. HEADY Mix CON 1 III* all ready mix concrete3 ►es ' rncfudrngcdncrete strength testing for aCceptarr shaA he in ttjA-$ifM} _ _USC and ACl_And P ti Coley of aft tealtp6trlts wlitAlh thM0"worfdrigjdays of the performance of stilcit i' _ 10.�. NOTIFICATION E STF6dbfYftT Vb. Purelimer 690es.to;n0tihjSeller in writfflr}1ti1tA41204tY�4tps[+ 1►r>Re rllcier ciofwxete compres - -test spWlrrvns; an 6 YT� available to Seller forfurther inspection ang testing. 11. iDD►TIO* OP - IAL if watpt and/oY b1� p �� rW Wadded to the'cohp� qjs by ar at the requasi of tlse Tiulr, as ayabs sgAnkz; txjrgractors es 9tl t eniSrete as deliv6rety'$17d OlhW4 all right to reject, revoke atreptaraee or�� ■may rtipisn farms k�n[y and Seller is not r'espo fits f the cos Crate. j12. WARRANTY Seller, warrant*-,L: el Cc sraas}lre stlength.of ready mixed concrete'test specimens lbiiklot acceptance ia.8WbrdakAv4ftWTM Adltddl lhl &l Slgn r Wish �l h fogt '44K design sold Ibiq Cpptract SQOer vtrarrants the agg- • r's) soid undartt>� Contract meets the drsscr*tlon and specifipatu>r+a for tie t&nr sat fbrtll Ttr this fyU3 t. lea ether rft s expressdr implied, are made vri� 'such crinstrucij� pseferials, wheth6#14" t5e ;w4rrert Wof �tnes� ss-wen8nties-of '. j merchentab,ttty €�W chaser's exec Y for br any of w - i19'Sell&r rli SeU®r�i d natty be lairr+e by Pu l r a Asp r donnev at• or Id t lgpair q�pj rnate s prav,de Put with coast aril far an hn tic as.. aiihal da Sefk bore svlih any breach ttf Agraement or brexo� X4 artBrrAnty:tsar9lrl.. THE; PREC- - INP W�R S IN, LIEIi!' ND S LLER tifiREeY EXPRESSLY' D1� �yfS ALL, 9MPLIE11 Y- .WRRRAN IE IGITY'AfeIT2OF.FITNESS:ix� /SN11gAA7 ARR P11R OS'p -- _ - I S = i13, CIMITATit}N.ON s AA&& Shc(i3'r asstujtes 1t4 rwpcnsl Itty fpr_aijd Syellfnot be Tiatitgkkf'urchaser_fZtr 3eceuantial tfarMages irr4ureatl by Py t lq_aonl6ftart with this contra t. ietclude v}iihout inilat�od, i rich lost proV, PurcW*er'sp'patx will, at sLart�f.irqur�r p pr properly prbltitrtatejYir�ullttigie�riaany gh by:6altar as ... breach of warmnty hY Ir9t- _ S ' 114 CLAIMS AND BACK OVAAM. Ptrtchasrtr's exclusive # a•ifss' s .• � 'T ptticealu,re ipr commehciirg cl unr�ee` thglL IsprtitaeL against Seller far artyseasan, ittcludtig DiE>lt:kt tlf tttdpt oA j breach of warranty, shal(be as; fdlfovtr .,poticisef claims argeinst Sal erg ,for any, reason, usdu*iV bu(p ited ft ,, breach of wntrW or warraW rnup4�ba grNert, Iles in WAIng } �e W kr three (a) working days after-dd*& 3ry or when discovery shou fd h*46 been ma 'i fta, w . lnctube the raeso(tW and touri oat and tJte d41FS! amount orreliefsought. FAiLURE-OF PURCHASER TO GIVE SUct� monoE WITHIN GAYS SHALL CONSTiTUTit iC WAIV 9, ASER OF ITS ` (SIGHT TO LATER MAKE ANY -SUCH CLAIM- It a dlspute. WMs andi#lnliiol be.res the'pafnle i.Wwtlired a'Ws-1tl b_litk*ngs 5JI1aftn fltrough' rion Mali . b5 TITLE ACID RISK OF LOW Unless otherwise expressly stated herein,`title to thrrlthatarials sold hsreuinder shelf remain rein Seller until fieilet s reraitrad�j finertt tnf. Itto some. Ripk of toss of the materials sold under this Contract shall pass to the Puicdaser upon delivery of the same, at the place of deny" deignated hate, rt. Vlterea _.j addition to assuming all risk of loss, Purchabar shall be responsible for compllanae with all governmental regulations and ordinances with regard'to storage orpjacament of the same and shall indemnify and hold Seller he mass against all claims for pel%mal injuries, including death, and prpper ry damage arising frgrT'the x9nirom usertt ftndling of said materials. r �6. COKCRETE WARNIHOS. Injurious to eyes. Causes'sW Iffltailolt: Avoid contact wtth.eyes and skin. Wear waterproof gloves, rt fytul+buttoned long4*8ved OW W440i .` Trdumm and tight fitting eye protectibn when WprWhg with these Materials. ITycU teave,to stand in Wet rxotcrete, use waltarproof b0ou that are tight at lops igtwomdo to. keep,. ceirlcfete from flowing into them. If you are finishing cdocrate, weer kh"padssto protect kneert: FIRST AID: If dust is inhaled; remove to fresh air Got attention_ d irritation persists. Watch wet concrete, mortar, camentr or cement admixtums,f M yourskin With fresh, deem weilarimmedltltely after contact, Indileat corft*'through clof *q 4 can ors es dl t contact. so,prompUy rinse wet eoherete, mortar, cement or Cement mixtures from clotNV Seek immediate medical attention it you have persestatrt - ore om4odt.'�Ivoi�l breadfin® tlust:irofn cuttltrg or gririding:hardened Gonatste. When exPtlsed to aoncrete dustabowb'reolsctutrended tiaUts (sea ►� , mo sieltabla t L r4lO /MSNA-approved re9perator.. In casA of eye contact, Ylush'wifh plentq of Water for at beast 121 minutes. Consult a physician immediately. KEEP .OUT'OF REACH f>' �: Ot tEt7REW UM At;TREES 3 f3 cONVI?Y fHl3' VIrARNiN6 fip'tkLL-PpI4SOfIB WH6 hAAY 1,9E OR i, OME WTO-C'rO TACT Y1i�7 H'1 f Jbill Ni4R�ENE0 GO E^MORTAR, ' EW OR CEMENT MIXTURES. ,a ' f ,} - — — J N R 0 h* f MATERIALSff Plant # TekeY#"-- Northwest Division Customer # Sold To Date Job Delivery Address Project # Tme Batched P. 0. # Instructions Due Time -- Zone Leave Plant Arrive Job Order # Truck # Driver/Hauler Leave Job Arrive Plant Load Cumulative Ordered Product Unit PRODUCT DESCRIPTION AMOUNT Quantity Quantity Quantity Code Price IV x C. a,Q TICKET ORDER SUB -TOTAL TAX TOTAL TOTAL PROPERTY DAMAGE HELEASE (TO HE SIGNED IF DELIVERY IS r0 BE MADE INSIDE GURB LINE) Dear Customer: The driver of this truck who is presenting this RELEASE to you for your signature is of the opinion that the size and weight of his truck may possibly cause damage to the premises and/or adjacent property if he places the material in this load where you desire it. It is our wish to help you in every way that we can, but in order to do this the driver is requesting that you sign this RELEASE relieving him and this supplier from any The undersigned promises to pay all costs. including reasonable responsibility from any damage that may occur to the premises and/or adjacent property, buildings, sidewalks, drive -ways, curbs, etc. by the delivery attorney S fees, Incurred In collecting any sums owed. of this material and that you also agree to help him remove mud from the wheels of his vehicle so that he will not litter the public street. Further, as additional consideration. the undersigned agrees to indemnity and hold harmless the driver of this truck and this supplier for any and all damage to the premises and/or adjacent property which may be claimed by anyone to have arisen out of delivery of this order. All accounts not paid within 30 days of delivery will bear interest SIGNED at the rate of 18% per annum. Not Responsible for Reactive Aggregate or Color Quality. No Claim Allowed Unless Made at Time Material is Delivered. . ,' ifq,... , . 1' RECEIVED BY: A $40.00 Service Charge and Loss of the Cash Discount will be 1CAD collected on all Returned Checks. X CUSTOMER SIGNATURE CUSTOMER COPY 143-J W S AGGREGATE PRODUCTS Aggregate prf,duc�s are n:,,ura111y or^Lurriny rnareriols llimesi•�n; kialorwr.. granite (basalt), sand, or gravel) which may contain more than 6.1% crVstaiiine Sili;,a. Hazards DUST MA( CAUSE IRRI TAT ION TO E`rES. SKIM. AND RESPIRATORY TP,ACT. CANCi=R HAZARD: DUST FROM HANDLING CRUSHING;. CUTTING. GRINDING. OR DRILLING AGGREGATE PRODUCTS MAY C-�P,ITAIN CRYSTALLINE SILICA WHICH CAN C.AI!SE CANCER IF INHALED. Risk of_cancer depends on duration and iwel Of exposure. Safety Avoid'contacr with eyras and skin. Wash ihoroi_!ghly aftr,,r handling. Avoid breathing dust. When exposed to dust above recommended hn-pits (see MSDS). wear suitable NIOSH-approved respiratory protection. First Aid In Case: of eve costa"-L immediately flush eyes v.-!th plenv,• of water. If inhaled, remove to fresh air. Get medical attention it irritation pers!sis. — --— -- ----- -ASPHALT The aggregate products used in the asphalt mix may contain more than 0_1 % crystalline silica. Hazards ASPHALT FUME IS IRRITATING TO EYES, RESPIRATORY SYSTEM. AND SKIN_ MAY CAUSE ALLERGIC SKIN REACTION, HOT ASPHALT CAN CAUSE THERMAL BURNS CANCER HAZARD DUST FROM GRINDING, C;ITTING OR DRILLING HARDENED ASPHALT MAY CONTAIN CRYSTALLINE SILICA WHICH CAN CAUSE CANCER IF INHALED Cancer risk depends on duration and level of exposure. Safety Avoid breathing fumes Avoid breathing dust Wh-n exposed to fumes or dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. Avoid contact with eyes and skin. Wear gloves. eye protection, and suitable protective clothing. Wasi1 thoroughly after handling, First Aid In case of eye or skin contact. immediately flush with plenty of water. If inhaled. remove to fresh air.'Get n-redical attention if irritation persists. CONCRETEXONCRETE PRODUCTS Contains Portland cement and aggregate products (limestone/dolomite. granite (basalt). sand, and gravel) and other siliceous materials which may contain more than 0.1, % crystalline silica. Hazards IN CASE OF CONTACT, FRESHLY MIXED WET CONCRETE CAUSES EYE IRRITATION AND MAY CAUSE SKIN AND EYE BURNS MAY CAUSE ALLERGIC SKIN REACTION. DRY CONCRETE DUST MAY CAUSE IRRITATION TO EYES. SKIN, AND RESPIRATORY TRACT. CANCER HAZARD: DUST FROM CRUSHING, GRINDING, CUTTING, OR DRILLING HARDENED CONCRETE MAY CONTAIN CRYSTALLINE SILICA WHICH CAN CAUSE CANCER IF INHALED. Cancer'risk depends on duration and level of exposure. Safety Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and suitable protective clothing. Wash thoroughly after handling Avoid breathing dust. When exposed to dust above recommended limits (see MSDS). wear suitable NIOSH-approved respiratory protection. First Aid In case of eye contact. immediately flush eyes with plenty of water. If dust in inhaled, remove to fresh air. If wet concrete contacts skin, wash thoroughly with soap and water. Get medical attention if irritation persists. — — Rinker Materiahfflorift !I1(emu) a divisian or' For further information. see Materiai Safety Data Sheet ('MSDS) for Concretei'Concrete Products Rinker materials Corporation ' t5p1 Beivodare Road Y calling or visit our websife. 1-800-226-3768. ext. 2436 www.rinker.com Vilest Pmrn lleaoh. FL 33406 SOLD TO DELIVERY TICKET NO: �1 1 GL4CIER N O R T H W E S T SEATTLE AGGREGATE SALES YARD 3838 West Marginal Way S.W. Seattle, WA 98106 (206) 938-6761 NOT RESPONSIBLE FOR DAMAGE CAUSED BY DELIVERY INSIDE CURB LINE ORDER NO. I CUSTOMER P.O. NUMBER 1 1mmul4Zzuimfii TIME 1 IUKE 1 NUMBER HAULER NO. g / f [� s HAULER D CRIPTION TRUCK NO. CUSTOMER TRUCK NO. LOADS TODAY TONS TODAY PLANT NAME PLANT NO. WEIGHTS SCALE NO. DRIVER ON OFF RECEIVED BY X WNW RENTON CONCRETE RECYCLERS 22121 17th Ave. S.E., Suite 117 - Bothell, WA 98021 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 N� 52564 BLACK RIVER QUARRY SITE No PHONE: (�06) 772-2278 BUSINESS OFFICE: (425) 481-9101 Date: Customer: _ —_____ __ _ _ Phone: _ Addre`§s-- i Delivery Address: Special Instructions:. _ Hauler's Name:reperson: ❑ CASH �❑ CHARGE TRUCK# TIME MATERIAL GROSS TOE NET NET TNDS PRICE DRIVER'S SIGNATURE 8 i 144 src U.h d ;ee S 7 7 ) Subtotal DRIVER'S / Tax G �7 SIGNATUR ( 1- Total NOTICE: It Is specifically agreed that this company shall not be in anyway responsible for damage to customer's property, resulting in deliveries beyond curb line. TERMS: NET 15 DAYS fiom the end of the month. A finance charge will be assessed on all past due accounts at a rate of 1 1/2% per month. Annual finance charge of 18%. RENTON CONCRETE RECYCLERS -42121 17th Ave. S.E., Suite 117 - Bothell, WA 98021 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 No 52542 (BLACK RIVER QUARRY SITE) SITE PHONE: (206) 772-2278 BUSINESS OFFICE: (425) 481-9101 Gate: Customer:---- - - -- -- Phone: -- Address: -_ _ Delivery Address: Special Instructions: Hauler's Name: Scaleperson: ----- --- CASH ❑ CHARGE TRUCK # TIME MATERIAL GROSS TARE NET NET TNDS PRICE DRIVER'S SIGNATURE CJ Subtotal DRIVER'S _ _.r , y Tax SIGNATURE: Total NOTICE: It Is specifically agreed that this company shall not be in anyway responsible for damage to customer's property, resulting in deliveries beyond curb line. TERMS: NET 15 DAYS from the end of the month. A finance charge will be assessed on all past due accounts at a rate of 1 1/2% per month. Annual finance charge of 18%. 2 Clty of Remtoh Route Sc°�eeu I/UW,,/ d S/ Contract No. Project No. _tc/'7-�7�%3 Inspected Checked By: IFINSPECTOR'S DAILY RE 9ORT Date // - / S- Q Weather 6Wr«7 Co%( Contractor/Sub_e� (,r' _,0 ° — �a v0 '00 Time In Time Out �0 Time In /� Time Out-_ Item No. By Whom Ib rn location NW. �2,d of /ro PaC. Lrrl� crassi3 '- ?,r�►d �' rv+83 - /,4t 17 -71yWe d 8P CG LF- )5're s�eA 6 11"10 rt/w- E Z" G: 1i• SS��6 //t 7� / +'77 itlW 77v-usf Alo& X, AAM AcAorsl,f-- /*33 11"44�A Equipment Used: Classifications or This is _( an estimate progress measurement (item no:16, /, g, �7 a final field measurement (item no: ��� T ) Activities performed: hli✓C 11'/af�'i�� cnoou�,�rtai urCO%L�i(/cGy-s! ��-IOI�iYI. l c /l rnr4! / . �>< is id a/ 6 C61, y t �h-i ` o� 6*-i. 4-e ch 4 Coe <�sr tlws w��P CL B ors �J y r'4/ r), "tee al-,ol� rh�rcD / W-D 2 City of Remtoh Route ( U /N1 U/, nd S/ Contract No. Project No. _aJ7'7—�'7�13 Inspected By-- � c� --- Checked By: IFINSPECTOR'S DAILY RE ORT /J / Date //� �l �� =-- Weather Contractor/Sub_,6 Time In aln Time Out Q� v c Time In / cc Time Out Item No. By Whom Ibl m _ '='� C > Ol v.5ht'c4 i W et c,E %r Location ChAkft &W- ice of Malmial kWedfon ' FLU c .vv�d vrcc et" Szs YL'S/ U/7 c'�✓i �%1Y Cc (l�lc /C'• 765y�L / e CL s t F ifliz Equipment Used: Classifications or This is an estimate progress measurement (item no: a final field measurement (item no: ) Activities performed: An /) 4,83 `f126 /izGG -k ��y � /���icLc � GG��•� �i 2ct�.� �i,d stG�7� FX�os�d 4 . Ch � P&C,-" l �,�►� �o X- / , /3 >.2- toC,� I:UV/fS CB SOX w1 /J& �' . C�L'7�C / x GZ�! �C� �i.U, � My - n d C/ J Cf a e-5�1lw d-d C-k & A',( 7S' ���� �G' /�fYC� � �'' �/G G t' p t i-' /J/Gh � /i'�(J %i.� s�G�ic✓C�L'�S RENTON CONCRETE RECYCLERS 22121 17th Ave. S.E., Suite 117 - Bothell, WA 98021 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 No 52525 (BLACK RIVER QUARRY SITE) SITE PHONE: (206) 772-2278 BUSINESS OFFICE: (425) 481-9101 Date: Customer: Address: Delivery Address: Special Instructions: Hauler's Name: ❑ CASH Phone: S4eperson: _ CHARGE TRUCK # TIME MATERIAL GROSS TARE NET NET TNDS DRIVER'S PRICE SIGNATURE • / Subtotal DRIVER'S �~ ��� Tax SIGNATURE: , r Total NOTICE: It is specifically agreed that this company shall not be in anyway responsible for damage to customer's property, resulting in deliveries beyond curb line. TERMS: NET 15 DAYS fiom the end of the month. A finance charge will be assessed" on ast due a/c, unts at a rate of 1 1/2% per month. Annual finance charge of 18% 12 STONEWAY PENTON (Plant #10) 1915 Maple Valley Hwy., Renton SEATTI c roit of l gone o 1 ,e,., c o,.....1,. DELIVERY TICKET _;F/ CONCRETE - i'ley w ., Tukwila TUKWILA (Plant #12) 17024 W. Valley Hwy., Tukwila SALES/PLANT & DUNTING: 9125 TENTH AVENUE SOUTH CEDAR SHORES (Plant #20) 21010 Cedar Grove Rd. S.E., Maple Valley ORDER DESK (425) 226-1000 SEATTLE, WA 98108 • (206) 762-2566 A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY, INC. FAX (425) 228-4924 TICKET TIME AM LEAVE PLANT ARRIVE JOB BEGIN POUR FINISH POUR LEAVE JOB ARRIVE PLANT PM DATE CUSTOMER NO. ORDER NO. PROJECT PLANT # CUSTOMER NAME CUSTOMER P.O. JOB NO. DELIVERY TICKET NO. JOB ADDRESS COLLECT ON DELIVERY (C.O.D.) . I IIP It-1 REW OM ❑ CASH ❑ CHECK # []CHARGE MAP ZONE CARD # EXP. / SPECIAL INSTRUCTIONS I rf-lt I f:r l ❑ VISA ❑ MASTERCARD ❑ DISCOVER • PRODUCT••• • ;4r►t�t?�; Et!!' I F7C1ttMEt'!I`AI �I IPr_"HF�Rr,I l7 t" /� Tv�f .9/0CH/� _ _ _ FOTAL SLUMP SPACING ORDERED BY SUB -TOTAL SALES TRUCK N0. 7 DRIVER REMIT TO 9126 loth AVE. S. TAX WATER ADDED ON -SITE CYLINDERS AUTHORIZED BY: SEATTLE, WA BALANCE FORWARD 98108 ❑ YES TERMS ON REVERSE TOTAL AMOUNT gals. to full load []YES REASON FOR DELAY TIME: gals. to 2/3 load ❑ YES ❑ JOB NOT READY ❑ LACK OF HELP ❑ ADDING WATER ❑ WHEEL BARROW JOB ❑ ARRIVED JOB EARLY ❑ TRAFFIC ❑ TRAIN ❑ DRAW BRIDGE gals. to 1/3 load ❑ WAITING FOR TRUCK TO UNLOAD ❑ PUMP BLOW -BACK p NONE ❑ WAITING ON PUMP ❑ WASH PUMP ❑ OTHER ADDITION OF WATER WILL REDUCE - WARNING - RELEASE — CUSTOMER RELEASES AND AGREES TO HOLD HARMLESS STONEWAY CONCRETE, IRRITATION TO A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY, INC. FOR ANY DAMAGE TO HIS REAL STRENGTH. WATER ADDED AT SKIN AND EYES OR PERSONAL PROPERTY CAUSED BY DELIVERY OF MATERIALS LISTED ABOVE. DETAILS OF SITE CUSTOMER'S OWN RISK. SEE REVERSE (16) AGREEMENT ACCESS ON BACK (5). 7 MINUTES PER CUBIC YARD NOT RESPONSIBLE FOR COLOR CUSTOMER SIGNATURE UNLOADING TIME INCLUDED. VARIATION OR Additional unloading time charged at current hourly truck truck rate. DISCOLORATION PRINT NAME DATE BATCH DATA: DELIVERY TICKET NO. 0,REV 4/00 NBF I CUSTOMER COPY TERMS, CONDITIONS AND WARNINGS 1. CREDIT. Condition precedent to Seller's obligation to perform any and all credit terms of payment must be set forth in this Contract In the absence of any such credit terms, all deliveries under this Contract are "Collect On Delivery" (C.O D.). Purchaser agrees upon request to furnish Seller such information as is reasonably necessary for Seller to delennine Purchaser's financial condition Seller's obligation to perform under this Contract is subject to the condition precedent that Seiler shall have thirty t30) day+ receipt of the executed Contract front Purchaser so that Seller's credit department may review and approve or disapprove any credit terms of payment specified in this Col TERMS OF PAYMENT. All invoices are due for payment by the 30th day after the date of invoice. Service charges of one and one -quarter percent f1.25%) per rrx)nth will be !ayathle on all past clue invoices of thirty 00) days or older. CREDIT CARDS ARE ACCEPTED AT TIME OF PURCHASE ONLY. IF PAYMENT IS MADE BY BANKCARD AFTER PURCHASE DATE A 3 is FEE WILL BE INCURRED. If a service charge is assessed, it must be paid in order to maintain an open account. Purchaser shall make all payments due hereunder in lawful money of the United States and in accordance with the terms hereof. without any retention and without regard to any agreement: Purchaser may have with airier parties. Should legal action be initiated to collect this invoice. the prevailing party shall be entitled to recover reasonable attorney fees and eosin, includniq appeals. hankrupicies, and post -judgement collection efforts. STONEWAY CONCRETE ROUTINELY EXERCISES THEIR RIGHT TO SEND MATERIALMAN S NOTICES ON ALL JOBS. 3. TAXES. All federal, state and local taxes. assessments. fees, duties and charges levied by reason of this Proposal are in addition to prices quoted herein and shall be paid by Purchaser. d SCHEDULING. Changes or variations from original delivery request shall be conveyed through Seller's dispatch office and no other Seller's agent (including, but not limited to, drivers, quality assurance personnel or sales representatives). 5 DELIVERY CONDITIONS. All concrete deliveries will be made in concrete transit mixer trucks unless otherwise noted Signed Purchaser has requested Stoneway Concrete, a Division of Gary Merino Construction Company, Inc. !Seiler) to make use of a path for the delivery of materials and access to the project requiring tricks to travel beyond the boundaries of The nearest traveled public highway Soifer has advised that due to the size and weight of trucks, damage to the premises and/or adjacent property, of personal njury may occur a❑:J that trucks niay become damaged, disabled or stuck if Seller makes use of the path requested. Seller has further advised that it is their policy that deliveries requiring Seller s trucks travel btvund the nearest highway to obtain access to the job site are at the risk of the Purchaser and that Seller assumes no liability for property damage or personal Injury that may result, Purchaser agrees to assume responsibility to Seller and third parties for property damage, personal injuries truck towing and winching expenses :rod: w riamaya to Sellt;r's trucks should the trucks become damaged, disabled or stuck as a result of Seller making use of the path requested or for the delivery of matenats and access to the project site. Purchaser also agrees to indemnify, hold harmless, and defend Seller from any claims, demands, losses. and liabilities to or b� third parties ansing from, resulting from, or connected with the use of the requested path for the delivery of materials whether such claims may prove to be true & false, groundless or fraudulent, to the full extent permitted by law and subject to the limitations below. Purchaser's duty to indemnify Seller for liability for damages arising out of bodily anfurg.to g persons or damaSg tso property caused by or resulting from the concurrent negligence of (a) Stoneway Concrete, aeDivision of Gary Merlino Construction Company, Inc. omits agZrits;and empioy`ees, and (b) the Purchaser shall apply only to the extent of the negligence of the Purchaser or its agents and employees. For tl-ie purpose of the PUThaGer's indemnification obligation only, the Purchaser specifically and expressly waives any immunity that may be granted it under the Washington State Industrial Insurance Act, Tale 51 RC'W. This waiver does not permit a direct action by the Purchaser's employees against the Purchaser. Further the indemnification obiigation undi;r this Agreement shall net r-a lariiif d in any away t,r any limitation on the amount or type of damagescompensation or nem fits payable tc or for any third par -I,, Lino _r .% ,kc!-,:n�p,:�n..ah:.-tit act. _frsatA iv lienafil acts. Or 111011 employee belle i± act;. This promise of indemnity specifically applies in the case of injun-- to t r-� ur.d :r ,iqr ed:s :.two u dersigrl, dI to J,,JenA, indemnifv and hrjld Seller harmless shall include, as to all darns, demands- losses. and liability to which it applies. Sel s hrs^ tool re;a r- �•sts easrn,rle atiol m; 5 fees, c:ouil costs, and all other claim-relatetj expenses. including attorney's fees and other costs NTUrred by Seller ,c °rifoicc- .hod r:- n.�hl �.� Cgir this Aoreernent Upon b Ilar's tender of defense under this Agreement. IN, Purchaser agrees to appoint counsel of Seller's choice to iqaisrt ire r , counsel will ba at the sole expense of the Purchaser. Seller is not responsible for means and methods of placerent of ready mixed concrete ai;or :gati: pre: dial; ur 6. WASH OUT AREA. It will be the Purchaser's responsibility to provide a suitable area for trucks to rinse and clean before leaving the joh site. An addition;,: c!ir.rge will be rca.le per load if a wash out area is not provided. 7. PUMP HOLDS AND BLOWBACK. Seller holds no responsibility or obligation of communication to Purchaser when Pump Company holds or releases ord,::rs. Service to Purchaser will be done to the best of Seller's ability, noting Purchaser may not receive original rate of pour requested. It is the responsibility of Pump Company to notify Purc ,at all holds and releases in,servlce. St ndby charges incurred during Pump Company clean up, or blowback, will be borne by the Purchaser: An additional charge. at S w discretion, ill be added foil returned o6ncrfe due to clean up process. 8. POINT OF ACCEPTANCE. The Buyer's point of acceptance is at the truck chute. Seller will not accept responsibility for physical chan,4es of the ;;once,-te caused by jeo delays. delivery systems, placing equipment. or circumstances beyond our control. 9 READY MIX CONCRETE TESTING,. Purchaser agrees that all ready mix concrete testing. including concrete strength testing for acceptance. shall be in accordance with ASTM, UBC and ACI and that Seller wig'be proQi with a copy of all test results within three (3) working days of the performance of said tests. 10. NOTIFICATION OF DEFICIENT CONCRETE COMPRESSIVE STRENGTH TEST RESULTS. Purchaser agrees to notify Seller in waiting within twenty-four (.24) hours of deficient concrete compressive strength test results, to retain test specimens, and to make then) available to Seller for further inspection and testong 11. ADDITION OF WATER AND/OR FOREIGN MATERIAL. If water ari foreign material is added to the concrete by or at the request of the P..irchaser rs emctoyees. agents, c3ntractom or subcontractors. Purchaser accepts the concrete as delivered and waives all right to reject, revoke acceptance or assert any claim lot :reach of any warranty and Seller is not responsible for strength or properties of the concrete. 12 WARRANTY. Seller warrants that the compressive strength of ready mixed concrete test specimens tested for acceptance in accordance with ASTf,S .v,il meet the design strength for the mix design sold under this Contract. Seller warrants the aggregate material sold under this Contract meets the description and specifications for the same set furi:h in this Contract. No other warranties. express or implied, are made with respect to such construction materials, whether they be warranties of fitness or warranties of merchantability. Purchaser's exclusive remedy for breach of this warranty shall be to require Seller, at Seller's option, to refund the purchase: price. to repa r said maternal. or to provide Purchaser with a conforming replacernent for any non -conforming materials. No consequential damages may be claimed by Purchaser against Seller in connection with any breach of this Agreement or breach.of warranty herein. THE PRECEEDING WARRANTY IS IN LIEU OF .AND SELLER HEREBY EXPRESSLY DISCLAWS ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND OF FITNESS FOR ANY PARTICULAR PURPOSE. 13 LIMITATION ON DAMAGES. Seller assumes no responsibility for, and shall not be liable to, Purchaser for any consequential damages incurrec by Purchaser m connection with this Contract, including without limitation. Purchaser's lost profits, Purchaser's good will, and any injury to person or property prox.inhalely resulting fromany breach, by Seller or breach of warranty by Seller. 14. CLAIMS AND BACK CHARGES. Purchaser's exclusive procedure for commencing claims under this Contract against Seller for any reason, including breach of contract or breach of warranty, shall be as follows: Notice of claims against Seller for any reason, including but not limited to, breach of contract or warranty, must be given to Seiler in writing withrn three (3) working days after discovery or when discovery should have been made. The written claim shall include the reason(s) and grounds for the claim and the dollar amount or relief sought. FAILURE OF PURCHASER TO GIVE SUCH NOTICE WITHIN THREE (3) WORKING DAYS SHALL CONSTITUTE A WAIVER BY PURCHASER OF ITS RIGHT TO LATER MAKE ANY SUCH CLAIM. If a dispute arises and cannot be resolved, the parties involved agree to binding arbitration through non -legal personnel. 15 TITLE AND RISK OF LOSS. Unless otherwise expressly stated herein, title to the materials sold hereunder shall remain with Seller until Seller has received full payment to, the same. Risk of loss of the materials sold under this Contract shall pass to the PurObser upon delivery of the same, at the place of delivery designated herein Thereafter, in addition to assuming all risk of loss. Purchaser shall be responsible for compliance with all governmental regulations and ordinances with regard to storage or placement of the same and shall indemnify and hold Seller harmless against all claims for personal injuries, including death, and property damage arising from the storage, use nr handling of said materials. 16, CONCRETE WARNINGS. Injurious to eyes. Causes skin irritation. Avoid contact with eyes and skin. Wear waterproof gloves. a fully buttoned long-sleeved shirt. full-length trousers, and tight fitting eye protection when working with these materials. If you have to stand in wet concrete, use waterproof boots that are tight at tops and high enough for keep concrete from flowing into them. If you are finishing concrete, wear kneepads to protect knees. FIRST AID, If dust is inhaled, remove to fresh air Get medical atten irritation persists. Wash wet concrete, mortar, Cement, or cement admixtures from your skin with fresh, clean water immediately after contact. Indirect contact through cic can be as serious as direct contact, so promptly rinse wet concrete, mortar, cement or cement mixtures from clothing. Seek immediate medical attention if you have persiaiern or severe discomfort. Avoid breathing dust from cutting or grinding hardened concrete. When exposed to concrete dust above recommended limits (see MSDS), wear .suitable NIOSH/MSHA-approved respirator. In case of eye contact, flush with plenty of water for at least 15 minutes. Consult a physician immediately. KEEP OUT OF REACH OF CHILDREN, USER AGREES TO CONVEY THIS WARNING TO ALL PERSONS WHO MAY USE OR COME INTO CONTACT WITH WET (UNHARDENED) CONCRETE, MORTAR,! CEMENT OR CEMENT MIXTURES. P F-Z... city of RaktoM Route Seneca 111%PVJ "d Contract No. Project No. GSfj%'i�7=e?� Inspected By. z Checked By: 1� Date Contractor/Sub AL U IFINSPECTOR'S DAILY REPORT Weather �o Time In 9 Time Out Time InTime Out / c �Cv �3c� Item No. By Whom bm Locadon CkAkft Evidence ofNfaafthopedbi /0 EiG U onn<C-40" k eats/ &I&Aw /Ydo,), �f /'LU -;r1-tffe Cyn4yI Equipment Used: /77DJ40B hoe Classifications on Site: / j-p�Yr�J�n-op,22Lhr—, - le,60 This is ✓� an estimate progress measurement (item no: a final field measurement (item no: Activities performed: �cl �s /��d ai✓F' '� >''� to ,i c o✓r i eras P Laca�c Cpr�cr�// � �y Loco lei✓ e)(ist. /�1Uih � ���� s�vihr,-�/ -�a u�a.-� .��� h �4vc C s • �G��o c��o�h = , S. /���d y r�� �wrn w �� a/z�t�3 -eco% b/�x-� �,�f 67.0',#S i�s�i//� �� C� . . /v 7S- fie,- cl� / 4 - sh oey G'. r /�> 83 �d zz bead �(�ue � So � echo . �jC%s i��i G srh� is ,� 7Ly1/ I �.f %mil -1h4J ark-W. S�rev /Pi✓ ��orY76tT —rrii.J�,- t'a /%h //Ue e Ire /U., /yIUT�?>-s%�✓a'`"`�S Page 1 1 CITY OF RENTON ♦ 1055 S. GRADY WAY, ©aTE P,p NUMBER. RENTON, WA 98055 12/4/2002 18/0000180 To VENDOR: 042369 SHIP T0: copyc�� KING CNTY FINANCEKING CNTY ADMIN BLDG 500 4TH AVE #600 SEATTLE, WA 98104 FOB Point: Req. No.: Terms: net term Dept.: PLNG/BLDG/PUB WKS UTILITY SYS Req. Del. Date: Contact: FERKINGSTAD, LINDA Pre -Assigned PO#?: NO Special Inst: Quantity Unit Description Unit Price Ext. Price , KC Applic Review, Pre -Con Seneca 102.00 Watermain Project, Inv. 1196391 11/19/02 - SUBTOTAL BILL TO: TAX FREIGHT TOTAL Account Number C Work Order Function Number Amount E 401.000000.018.5340.0020.49.000014 9205/5110 102.00 ACCOUNT NUMBER INVOICE/STATEMENT King County Financial Management Section 7 3 1 1 0 0 0 4 7 B R 0 1 Accounts Receivable Unit 600 King County Administration Building BILLING TYPE DESCRIPTION 500 Fourth Avenue, Seattle, WA 98104 DEPT`Of-TRANSPORTAT ION- ROADS INVOICE'STMT DATE UT I L ITY INSPECTIONS UT IL ITY INSPECT IONS- ENGINEER IN INVOICE NUMBER: G REMIT BY: MAKE CHECK PAYABLE TO: KING COUNTY FINANCE INDICATE ACCOUNT NUMBER ON CHECK REMIT IN TIME FOR RECEIPT BY DUE DATE ********************************************* TO: *FAILURE TO PAY BY DUE DATE MAY RESULT IN YOUR ACCOUNT * BEING SENT TO A COLLECTION AGENCY. PER RCW 19.16. ********************************************* If check is dishonored, a $25.00 fee will be charged. MAIL THIS PORTION WITH YOUR PAYMENT DUE DATE: TOTAL AMOUNT DUE: 11119102 1196391 1 2/ 07102 12/14102 $91 8. 00 CITY OF RENTON-ENGINEERING ATTN: PLAN REVIEW 1055 S GRADY WAY RENTON WA 98055 0000000000000000000000000000000000000000000000000000000000001196391500009180012 .... .............. _------------------.._ ................................... ACCOUNT NUMBER 7 3 1 1 0 0 0 4 7 B R 0 1 DETACH AND RETAIN THIS PORTION STATEMENT DATE ill 1 9 J 02 INVOICE NUMBER 1 1 9 6 3 9 1 PERIOD: 1 0/ 01 J 02 - 1 0 1 3 1 1 0 2 PAGE 0 0 1 DESCRIPTION UNITS UNITS RATE AMOUNT DESCR. M44470 UT IL ITY INSPECT ION U 4 7 UT IL ITY INSPECTIONS 298 RESTORATION INSPECTION W 92 02 138 AV SE & SE 116 S 1.50 W 92 02 138 AV SE & SE 116 S 0.50 W 92 02 138 AV SE & SE 116 S 1. 00, TOTAL RESTORATION INSPECTION 41 6 APPL IC REV IEW&PRE- CONST W 91 02 S 132 ST & 85 AVE S 1.00 W 622 02 SE 116 ST & 138 AV S 1.00 TOTAL APPL IC REV IEW&PRE- CONST TOTAL UT IL ITY INSPECT IONS TOTAL UT IL ITY INSPECTION TOTAL THIS INVOICE * STATEMENT PRIOR MONTH BALANCE 6�1,3�O� ADJUSTMENTS PAYMENTS CURRENT DELINQUENCY CHARGES UNPAID INVOICES';;;-.;.: 'o= 1189674 $612.00 115 299 8 $204. OOCR TOTAL UNPAID ITY OF RENTON UTILITY SY8 EMS AMOUNT DUE - h� 401. 600000. Ola.534c).0u2v.4q. d0�d_ IF QUESTION CALL 206- 296- 1496. $25 FEE IS CHARGED. 102. 00 1 02. 00 102. 00 1 02. 00 102. 00 I E�Ln DEC 2 2002 A coct n o Pv abrt le Al 1 53. 00 51 . 00 1 02. 00 $306. 00 aVN 1 02. 0 40 F___1 'f $204. 00 ` $51 0. 00 $51 0. 00 $51 0. 00 $408. 00 $0. 00 -- $ 0 . 00 AL/DA i lK $408. 00 5 J((L/ 8. 00 2.00 o�j ky IF CHECK IS DISHONORED ti KING COUNTY DEPARTMENT OF TRANSPORTATION ROAD SERVICES DIVISION T/C 81 UTILITY INSPECTION SECTION INSPECTION REPORT UTILITY JOB NO. UTILITY r �� PERMIT NO. UTILITY ADDRESS LOW ORG NO. 5608 UTILITY NO. (OPTION) PROJECT NO. M44470 MONTH YEAR DAY TIME TASK HOURS LOCATION OF INSPECTION INSPECTOR/ REMARKS TOTAL I � HOURS \ ARM-I00-3-1 WHITE -OFFICE OF FINANCE YELLOW -UTILITY PINK -UTILITY INSPECTOR Page 1 1 1 CITY OF RENTON ♦�% ♦ 1055 S. GRADY WAY RENTON, WA 98055 VENDOR: 042369 KING CNTY FINANCE KING CNTY ADMIN BLDG 500 4TH AVE #600 SEATTLE, WA 98104 FOB Point: Terms: net term Req. Del. Date: Special Inst: Quantity Unit Utility Insp. W91-02 S. 132 & 84 S. Inv. 1227247 2/19/0 � BILL TO DATE PO NUMBER 3/25/2003 18/0000269 SHIP TO: COPYP \/ / rw Req. No.: Dept.: PLNG/BLDG/PUB WKS UTILITY SYS Contact: FERKINGSTAD, LINDA Pre -Assigned PO#?: NO 58.00 SUBTOTAL TAX FREIGHT TOTAL 58.00 0.00 0.00 58.00 Account Number Work Order Function Number Amount E 421.000500.018.5960.0034.65.055170 5170/5354 58.00 CCOUNTNUMBER INVUlUh/5TA I tMtN King County Financial Management Section �7 3 1 1 0 0 0 4 7 B R 0 1 Accounts Receivable Unit 600 King County Administration Building 31LLING APE DESCRIPTION 500 Fourth Avenue, Seattle, WA 98104 DEPT OF TRANSPORTATION -ROADS INVOICE/STMT DATE: UT IL ITY INSPECT IONS UT IL ITY INSPECT IONS- ENGINEER IN INVOICE NUMBER: G REMIT BY: MAKE CHECK PAYABLE TO: KING COUNTY FINANCE INDICATE ACCOUNT NUMBER ON CHECK REMIT IN TIME FOR RECEIPT BY DUE DATE ****************r************r***r*****+r***** TO: *FAILURE TO PAY BY DUE DATE MAY RESULT IN YOUR ACCOUNT *BEING SENT TO A COLLECTION AGENCY. PER RCW 19.16. ********************************************* If check is dishonored, a $25.00 fee will be charged. MAIL THIS PORTION WITH YOUR PAYMENT DUE DATE: TOTAL AMOUNT DUE: 02/ 19/ 03 1227247 031 09/ 03 031 1 6/ 03 $364. 00 CITY OF RENTON-ENGINEERING ATTN: PLAN REVIEW 1055 S GRADY WAY RENTON WA 98055 0000000000000000000000000000000000000000000000000000000000001227247200003640019 ....... .......................-- ----------------- I ... ......................... - - --- - - ------ --... ....-------------------------------------------------- ---- -- - - ---------------------------- _.. - ..- ............ - ACCOUNT NUMBER 7 3 1 1 0 0 0 4 7 B R 0 1 1} 6'+2 3 t-q DETACH AND RETAIN THIS PORTION STATEMENT DATE 0 2/ 1 9/ 0 3 �t INVOICE NUMBER 1 2 2 7 2 4 7 PERIOD: 01 / 0 1/ 0 3 - 0 1/ 3 1/ 0 3 PAGE 0 0 1 DESCRIPTION UNITS UNITS RATE AMOUNT DESCR. M44470 UTILITY INSPECTION U 4 7 UT IL ITY INSPECT IONS 298 RESTORATION INSPECTION W 91 02 S 132 ST & 84 AVE S TOTAL RESTORATION INSPECTION TAL UTILITY INSPECTIONS TOTAL UT IL ITY INSPECT ION TOTAL THIS INVOICE * * * * * * ST PRIOR MONTH BALANCE 4DJ USTMENTS PAYMENTS CURRENT DELINQUENCY CHARGES 4NPAID INVOICES 1221257 $306.00 TOTAL UNPAID TOTAL AMOUNT DUE 0w , 5Bq GNLY - DODSUG. Gila', Sflp0.00^�',6 �Ssl 7015 3 s�z 0. 50 D EE E17.. MAR _2 . 003 CITY OF 19 UTILITY SY NTON TEMS AT E ME NT * k * * R ✓j C' S/ 70 116.00 A, * 58. 00 $58. 00 $58. 00 $58. 00 $510. 00 $0. 00 $204.000R $0. 00 Do Kn- PK'1 f►11S ouN $ 6. 00 $364. 00 IF QUESTION, CALL 206-296-1496. IF CHECK IS DISHONORED $25 FEE IS CHARGED. 1 001 0•* 0.50+ 0.50*+ 0.50y 102-= 51.00*+ KING COUNTY DEPARTMENT OF TRANSPORTATION ROAD SERVICES DIVISION TIC 81 UTILITY INSPECTION SECTION INSPECTION REPORT UTILITY JOB NO. UTILITY'---- PERMIT NO. _ _- UTILITY ADDRESS\� LOW ORG NO. 5608 UTILITY NO. (OPTION) �� 4, PROJECT NO. M44470 MONTH YEAR '' � DAY TIME TASK HOURS LOCATION OF INSPECTION INSPECTOR/ REMARKS TOTAL HOURS J ARM-100-3-1 WHITE -OFFICE OF FINANCE YELLOW -UTILITY PINK -UTILITY INSPECTOR ACCOUNTNUMBER INVOICE/STATEMENT 7 3 1 1 0 0 0 4 7 B R O 1 King County Financial Management Section Accounts Receivable Unit 600 King County Administration Building BILLING TYPE DESCRIPTION 500 Fourth Avenue, Seattle, WA 98104 DEPT OF TRANSPORTATION RO A UTILITY INSPECTIONS D S INVOICE/STMT DATE UT IL ITY INSPECTIONS- ENGINEER IN INVOICE NUMBER: G REMIT BY: - MI IN' 0' RE �1 �— ** *F llJn1GE(IG QY✓�U'ti �� CCOUNT * E ` 16. rf N ;Y ha3 naL Izc�✓ 01� ` Cv - TO: DUE DATE: TOTAL AMOUNT DUE: 02/19/03 1227247 031 09/ 03 031 1 6/ 03 $364. 00 CITY OF RENTON-ENGINEERING ATTN: PLAN REVIEW 1055 S GRADY WAY RENTON WA 98055 C)000000000000000000000000000001227247200003640019 ---------------------------------------------------------------------------- .--*....... - Al S- DETACH AND RETAIN THIS PORTION .>ERIOD: 0 1/ 0 1/ 0 3 - 0 11 3 1/ 0 3 PAGE 0 0 1 DESCRIPTION UNITS UNITS RATE AMOUNT DESCR. M44470 UT IL ITY INSPECT ION U 4 7 UTILITY INSPECTIONS 298 RESTORATION INSPECTION W 91 02 S 132 ST & 84 AVE S TOTAL RESTORATION INSPECTION FAL UTILITY INSPECTIONS TOTAL UT IL ITY INSPECTION OTAL THIS INVOICE * * * * * * ST 'RIOR MONTH BALANCE kDJ USTMENTS 'AYMENTS :URRENT DELINQUENCY CHARGES INPA I D INVOICES 1221257 $306.00 OTAL UNPAID OTAL AMOUNT DUE 0,0, 4 5SQ 0Nl,Y 1 S-/7o`s3s�z 0. 50 ATEMENT * 037 S/ 7d 116.00 58. 00 $58. 00 $58. 00 $58. 00 $510. 00 $0. 00 $ 204. OOCR $0. 00 pri $306. 00 $364. 00 IF QUESTION, CALL 206- 296- 1496. S25 FEE IS CHARGED. IF CHECK IS DISHONORED Page 1 1 �SY CITY OF RENTON ♦ ♦ 1055 S. GRADY WAY RENTON, WA 98055 VENDOR: 042369 KING CNTY FINANCE KING CNTY ADMIN BLDG 500 4TH AVE #600 SEATTLE, WA 98104 FOB Point: Terms: net term Req. Del. Date: Special Inst: BILL TO: PO:NUMBER", 2/11 /2003 12�_l 8/8000239 SHIP TO: copy,L'l Req. No.: Dept.: PLNG/BLDG/PUB WKS UTILITY SYS Contact: FERKINGSTAD, LINDA Pre -Assigned PO#?: NO Account Number Work Order Function Number moot{,, E 421.000500.018.5960.0034.65.055170 5170/5354 255.00 ;COUNT NUMBER INVOICE/STATEMENT King County Financial Management Section 7 3 1 1 0 0 0 4 7 B R 0 1 Accounts Receivable Unit 600 King County Administration Building BILLING TYPE. DESCRIPTION 500 Fourth Avenue, Seattle, WA 98104 DEPT OF TRANSPORTATION -ROADS INVOICE'STMT DATE: UT IL ITY INSPECT IONS UT IL ITY INSPECT IONS- ENGINEER IN INVOICE NUMBER: REMIT BY: MAKE CHECK PAYABLE TO: KING COUNTY FINANCE INDICATE ACCOUNT NUMBER ON CHECK REMIT IN TIME FOR RECEIPT BY DUE DATE ********************************************* TO: *FAILURE TO PAY BY DUE DATE MAY RESULT IN YOUR ACCOUNT *BEING SENT TO A COLLECTION AGENCY. PER RCW 19.16. ********************************************* If check is dishonored, a $25.00 fee will be charged MAIL THIS PORTION WITH YOUR PAYMENT DUE DATE: TOTAL AMOUNT DUE: 01 (21 (03 1221257 02(08( 03 02/15/03 $51 0. 00 CITY OF RENTON-ENGINEERING ATTN: PLAN REVIEW 1055 S GRADY WAY RENTON WA 98055 OOOOODODODOOOODOODOOOOODDDOOOOODOOOOODODDOODDDODDDODDDDDDDD01221,2577D00051,0001,7 4CCOUNT NUMBER 7 3 1 1 0 0 0 4 7 STATEMENT DATE 0 1( 2 1( 0 3 INVOICE NUMBER 12 2 1 2 5 7 DESCRIPTION B R 0 1 \l . Q LA, Z3 (o PERIOD: 1 2( 01 02 - M44470 UTILITY INSPECTION U 4 7 UT IL ITY INSPECTIONS 298 RESTORATION INSPECTION W 91 02 S 132 ST & 84 AVE S W 91 02 S 132 ST & 84 AVE S 191 02 S 132 ST & 84 AVE S 191 02 S 132 ST & 84 AVE S .-TAL RESTORATION INSPECTION 416 APPL IC REVIEW&PRE- CONST S 141 02 SE 124 ST & 150 AV S TOTAL APPL IC REVIEW&PRE- CONTT TOTAL UT IL ITY INSPECTIONS TOTAL UT IL ITY INSPECTION OTAL THIS INVOICE RIOR MONTH BALANCE DETACH AND RETAIN THIS PORTION 1 2( 31 ( 02 PAGE 001 UNITS UNITS RATE DESCR. 0. 50I 0. 50! 1.00 0. 50 0. 50, EB — E 2003 ;ITY OF RENTO UTILITY SYSTEMS * * * * * * STATEMENT * DJ USTMENTS AYMENTS URRENT DELINQUENCY CHARGES NPAID INVOICES 1203001 $ 2 0 4 . 0 0 OTAL UNPAID OTAL AMOUNT DUE Af&r- y J U, (7 U vvCf -, S`{ * CITY CC RENTON R E C E I V E D FEB 0 3 2003 9MI-DING DIVJSlor 0 AMOUNT 1 02. 00 51 . 00 102 00 51 . 00 1 02. 00 1 02. 00 1 02. 00 0 2 00 102. 00 $ 5 5 . 51._ 51. $306. 00 LLD $306. 00 $306. 00 $ 1 , 377. 00 $0. 00 $1, 173. OOCR $0. 00 CO CIIJRRENC $2'oa. 00 DA. ! - `i nJ I JAm IAL/DA 11 0. 00 IF QUESTION, CALL 206-296-1496. IF CHECK IS DISHONORED $25 FEE IS CHARGED. 002 0•* 0.50+ 2.50+ 3.00*+ 3.00x 102•= 306.00*+ f F • KING COUNTY DEPARTMENT OF TRANSPORTATION ROAD SERVICES DIVISION TIC 81 UTILITY INSPECTION SECTION INSPECTION REPORT UTILITY JOB NO. UTILITY PERMIT NO. UTILITY ADDRESS LOW ORG NO. 5608 UTILITY NO. (OPTION) �.� ~�� PROJECT NO. M44470 MONTH,- YEAR DAY TIME TASK HOURS LOCATION OF INSPECTION INSPECTOR/ REMARKS TOTAL HOURS ARM-100-3-1 WHITE -OFFICE OF FINANCE YELLOW -UTILITY PINK -UTILITY INSPECTOR all] 0•* 0.50+ 0.50*+ 0.50x 116•= 58.00*+ Inspection Report T/C 81 O King County Utility Inspection Section Department of Transportation Road Services Division utility Job No. Utility Permit No.' Utility Address Low Org No. 5608 Utility No. (Option) Project No. M44470 Month Year it Day Time Task Hours Location of Inspection (nsRemarks 1 1 I Total Hours AMR-100-3-1 White — Finance Yellow — Utility Pink — Utility Inspector 0153 (11/02) •®'"" i-y CITY OF RENTON + 1055 S. GRADY WAY RENTON, WA 98055 INN VENDOR:058570 OTTO ROSENAU & ASSOCIATES INC 6747 M L KING WAY S SEATTLE, WA 98118-3216 FOB Point: Terms: net term Req. Del. Date: Special Inst: Page 1 1 12/ 16/2002 1 18/0000172 SHIP TO: COPY Req. No.: Dept.: PLNG/BLDG/PUB WKS UTILITY SYS Contact: FERKINGSTAD, LINDA Pre -Assigned PO#?: Yes Account Number Work Order Function Number Amount E 421.000500.018.5960.0034.65.055170 5170/5160 5,000.00 r j. l �I 6 o 17 U H U MUO NAU & ASSOCIATES, INC. Invoice Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel: (206) 725-4600 - Toll Free: (888) OTTO-4-US - Fax: (206) 723-2221 DATE INVOICE # WBE W2F5913684 a WABO Registered Agency • A2LA Accredited Laboratory BILL TO City of Renton Utilities Division Attn: Rick Moreno 1055 S. Grady Way ?et; Renton, WA 98055 x �� ."1 Qt `: c-CE PROJECT Seneca Ave NW Water Replacement Seneca Ave NW & 2nd St. NW 12/5 Inspect soils - 4 hrs. P.O. # JOB NUMBER 02-678 DESCRIPTION QUANTITY RATE AMOUNT Soils Technician Hours 4 48.00 192.00 Soils Grain Size Distribution - Wet Wash 1 75.00 75.00 Soils Moisture Density Relationship (Proctor) 1 140.00 140.00 Mileage i i 20 0.45 9.00 I i i �-•--�- I .I''r�� f IS10) I cCGev�' �1 �Glfl�, 0Gt 4 ,d Total $416.00 Terms: Net 30. V/z% per month interest charged on past -due invoices. 140 135 � 130 n a 9 0 125 120 115 MOISTURE DENSITY TEST REPORT •0000 - I i i 4 6 8 10 12 14 16 Curve No. I Test Specification: ASTM D 1557-00 Procedure C Modified Oversize correction applied to each point Preparation Method Hammer Wt. 10 lb. Hammer Drop 18 in. Number of Layers five Blows per Layer 56 ".gold Size .075 c:1.ft. Test Performed on Material Passing 3/4 in. Sieve NM 10.5 LL NT PI NT Sp.G. (ASTM D 854) Estimate %>3/4 in. 9.6 %<No.200 32.3 USCS SM AASHTO A-2-4(0) Date Sampled 11-21-02 Date Tested 1 1-22-02 Water content, % Tested By A. Duone TESTING DATA 1 2 3 4 5 6 WIM+ WS 11070.0 10964.0 10922.0 11074.0 WM 6344.0 6344.0 6344.0 6344.0 WW+T#1 661.60 669.10 572.30 629.40 WD+T#1 595.80 592.50 1 532.20 1 574.10 TARE #1 0.00 0.00 0.00 0.00 WW+T#2 WD+T#2 TARE #2 MOISTURE 10.0 11.7 6.8 8.7 DRY DENSITY 127.9 123.3 128.0 129.6 ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density = 129.5 pcf 126.5 pcf Optimum moisture = 8.5 % 9.5 % Project No. 02-678 Client: City of Renton Utilities Division Project: Seneca Ave NW & 2nd St NW Water Replacement • Location: Backfill material MOISTURE DENSITY TEST REPORT OTTO ROSENAU & ASSOCIATES, INC. Material Description Sample #1 : Brown Silty sand with gravel Remarks: Checked by: W. Hansen Title: Project Manager Particle Size Distribution Report - ASTM D 422 100 90 80 70 0L W 60 z LL Z 50 W U W 40 C- 30 20 10 0 GRAIN SIZE - mm % COBBLES % GRAVEL % SAND % SILT % CLAY 0.0 17.1 50.6 32.3 SIEVE SIZE PERCENT FINER SPEC! PERCENT PASS? (X=NO) 2 in. 100.0 1.5 in. 100.0 100- 100 1 in. 91.1 75 - 100 .75 in. 90.4 .625 in. 90.4 50- 100 .50 in. 89.7 .375 in. 87.8 .25 in. 85.2 #4 82.9 20 - 80 X # 10 76.3 #40 64.2 3 - 24 X # 100 44.0 #200 32.3 0 - 10 X Soil Description Sample »1: Brown Silty sand with gravel Atterberg Limits (ASTM D 4318) PL= NT LL= NT P1= NT Classification USCS= SM AASHTO= A-24(0) Coefficients D85= 6.18 D60= 0.332 D50= 0.202 D30= D15= D10= CU= Cc= Date Tested: 1 I -22-02 Tested By: A. Duong Remarks Classification: ASTM D2487 Natural Moisture: ASTM D2216 WSDOT 9-03.12(3) Sample No.: 1 Source of Sample: Date Sampled: 11-21-02 Location: Backfill mate "al Elev./Depth: Checked By: W. Hansen /r Project Manager OTTO ROSENAU Client: City of Renton Utilities Division Project: Seneca Ave NW & 2nd St NW Water Replacement AASSOCIATES, INC. Project No: 02-678 ►l OxfordNO. 152 1/3 ORA 0 ESSELTE CITY OF RENTON COUNCIL AGENDA BILL Al #: For Agenda of: January 27, 2003 Dept/Div/Board.. Planning/Building/Public Works Utility Systems Division / Water Utility Agenda Status Staff Contact...... Rick Moreno, ext. 7208 Consent .............. Public Hearing.. X Subject: CAG-02-161 Water Prot No. WTR-27-2788 l correspondence...:.. Ordinance ............. C O `I C U R R E N C: Seneca Avenue NW & NW 2' Street Water Main Resolution............ HATE l 1 ro 63 Replacement h Old Business ....... New Business....... .__ -- - NA119Z JIALi i" Contractor: B & L Utility, Inc. Study Sessions...... Information.......... ��� J�^ • � ` 2 7 Exhibits: Final Pay Estimate Notice of Completion of Public Works Contract Recommended Action: Approvals: Council concurrence for approval of project and final pay Legal Dept......... Finance Dept...... estimate Other ............... Fiscal Impact: Expenditure Required... $12,974.40 (for final pay estimate only) Transfer/Amendment....... Amount Budgeted.......... $13,000.00 (for final pay estimate only) Revenue Generated......... Total Project Budget $245,000.00 (2002 total project budget including City Share Total Project.. design and construction administration costs) (Account no.421.500.018.5960.34.65.055170) SUMMARY OF ACTION: The contractor, B & L Utility, Inc., started construction of the project on November 7, 2002, and completed the project on January 8, 2003. The original contract amount is $189,877.76 and the final contract amount is $195,273.03. The $5,395.27 or (3%) increase in cost is mainly due to more trench patching than anticipated. There are sufficient funds in the Water Utility project budget to cover this small increase in cost. STAFF RECOMMENDATION: The Utility Systems Division of the Planning/Building/Public Works Department recommends that the project be accepted, the final pay estimate be approved, and the retention of $8,973.94 be released after sixty (60) days, subject to receipt of all required authorizations. \\DAEDALUS\SYS2\SHARED\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2788 - Seneca Ave NW & NW 2nd St. Water Main Replacement\Pay Estimates\Final Agenda Bill.doc\RLM:lf sTwreo� State of Washington Reg.N o Department of Revenue Audit Procedures & Administration Date:_ PO Box 47474 Olympia, Washington 98504-7474 NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT From: DEPARTMENT USE ONLY City of Renton Assigned To 1055 South Grady Way Renton, WA 98055 Date Assigned Notice is hereby given relative to the completion of contract or project described below. Description of Contract (CAG-02-161 City of Renton Project No. WTR-27-2788 Seneca Avenue NW & NW 2nd Street Water Main Replacement Project Contractor's Name B & L Utility, Inc. Telephone No. (425)335-5577 Contractor's Address 7101 Sexton Road Snohomish, WA 98290-6252 Date Work Commenced Date Work Completed Date Work Accepted November 7, 2002 January 8, 2003 January 27, 2003 Surety or Bonding Co. Travelers Casualty and Surety Company of America Agent's Address USI Northwest 20415 72nd Avenue South, Ste. 300 Kent, WA 98032 Phone (206) 695-3100 Agent: Holly E. Ulfers Contract Amount: Additions Sales Tax: Total $174,520.00 $4,958.89 $15,794.14 $195,273.03 By Phone No: Amount Disbursed: $186,299.09 Amount Retained: $8,973.94 Total: $195,273.03 (Disbursing Officer) The Disbursing Officer must complete and mail THREE copies of this notice to the Department of Revenue, Olympia, Washington 98504- 7474, immediately after acceptance of the work done under this contract. NO PAYMENTS SHALL BE MADE FROM RETAINED FUND until receipt of Department's certificate, and then only in accordance with said certificate. FORM REV 31 0020 (12-92) H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\W7R-27-2788 - Seneca Ave NW & NW 2nd St. Water Main Replacement\Construction Correspondance\Notice_oL completion.doc TO: FROM FINANCE DIRECTOR PUBLIC WORKS ADMINISTRATOR " "ITRACTOR: B & L Utility, Inc. ITRACT NO. CAG-02-161 ESTIMATE NO. 4 (Final) Closing Date: 1 /8/03 PROJECT: Seneca Ave. NW/ NW 2nd Street Water Main Replacement 1. CONTRACTOR EARNINGS THIS ESTIMATE $11,925.00 2. SALES TAX @ 8.80% $1,049.40 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $12,974.40 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $159,176.20 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $11,328.75 6. SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE 9. SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID 11. SALES TAX DUE THIS ESTIMATE 12. SUBTOTAL - SALES TAX * (95%xLINE 1) ** (RETAINAGE 5%) "ANCE DEPARTMENT ACTION: MENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000500.018.5960.0034.65.055170/55170/5354 RETAINED AMOUNT (Line 8): ACCOUNT 4 421.000500.018.5960.0034.65.055170/55170/5354 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM $8,377.69 $596.25 $14,744.74 $1,049.40 GRAND TOTAL: $12,378.15 # 4 (Final) $596.25 # 4 (Final) TOTAL THIS ESTIMATE Signed: ,nL'� 15.1 Zoo 5 $170,504.95 $8,973.94 $15,794.14 $195,273.03 $12,378.15 $596.25 $12,974.40 Checked By: Checked By: t' 7 -o'� Printed On: 1/8/03 City of Renton Public Works Department Page 1 Printed On: 1/16/03 City of Renton Public Works Department Page 1 Project: Seneca Ave. NW/ NW 2nd Street Water Main Replacement Contract Number. CAG-02-161 tractor. B & L Utility, Inc. Pay Estimate 4 (Final) Closing Date: 1/9/03 .tem Description Unit Est. Unit Previous Previous This No. Quantity Price Quantity Amount Quantity 001. Mobilization Lump Sum 1 $10,000.00 002. Trench Excavation Safety Systems Lump Sum 1 $1.00 003. Construction Staking/As-Builts Lump Sum 1 $5,000.00 004. Traffic Control Lump Sum 1 $1,000.00 005. Erosion/Sedimentation Controls Lump Sum 1 $1,000.00 006. 8' Ductile Iron Pipe, CI.52 (Poly Wrapped) Linear Foot 1850 $35.00 007. 8' Gate Valve Assembly Each 5 $500.00 008. Fire Hydrant Assembly Each 4 $3,000.00 009. 3/4' Water Service Connection Each 23 $1,000.00 010. Connection to Existing Water Main Tons 3 $2,000.00 011. Concrete Thrust Blocking Cubic Yard 13 $250.00 Removal of Existing fire hydrants, valve boxes and other 112. appurtenances Lump Sum 1 $2,000.00 013. Select Import Trench Backfill Tons 368 $8.00 014. Crushed Surfacing Top Course & Crushed Rock Backfill Tons 305 $17.00 015. Pipe Zone Bedding Material Tons 615 $6.00 016. Asphalt Patch Class B Material Tons 280 $100.00 017. Remove & Replace Sidewalk & Driveway Square Yards 40 $30.00 018. Remove, Restore Lawn, Landscaping Restoration Lump Sum 1 $1,000.00 019. Replace pavement markings & Traffic buttons Lump Sum 1 $2,000.00 020. Change Order N0.1 (2-inch Perm. B.O. Assembly) Lump Sum 1 $1,000.00 Subtotal 8.8% Sales Tax TT Total This Total Total Amount Quantity Amount 1.00 $10,000.00 1.00 $10,000.00 1.00 $1.00 1.00 $1.00 0.50 $2,500.00 0.50 $2,500.00 1.00 $5,000.00 1.00 $1,000.00 1.00 $1,000.00 1.00 $1,000.00 1.00 $1,000.00 1776.00 $62,160.00 62.00 $2,170.00 1838.00 $64,330.00 6.00 $3,000.00 6.00 $3,000.00 4.00 $12,000.00 4.00 $12,000.00 25.00 $25,000.00 25.00 $25,000.00 3.00 $6,000.00 3.00 $6,000.00 13.00 $3,250.D0 3.00 $750.00 16.00 $4,000.00 0.00 $0.00 0.00 $0.00 153.11 $1,224.88 153.11 $1,224.88 196.99 $3,348.83 196.99 $3,348.83 479.53 $2,877.18 479.53 $2,877.18 336.92 $33,692.00 30.05 $3,005.00 366.97 $36,697.00 0.00 $0.00 0.00 $0.00 0.50 $500.00 0.50 $500.00 1.00 $1,000.00 0.00 $0.00 1.00 $2,000.00 1.00 $2,000.00 1.00 $1,000.00 $1,000.00 $167,553.89 $11,925.00 $179,478.89 $14,744.74 $1,049.40 $15,794.14 $182,298.63 $12,974.40 $195,273.03 (206 � Z-1 3- t. y )V U.,W, CITY OF RENTON COUNCIL AGENDA BILL Al H: For Agenda of: January 27, 2003 Dept/Div/Board.. planning/Building/Public Works Utility Systems Division / Water Utility Agenda Status Staff contact...... Rick Moreno, ext. 7208 Consent .............. X Public Hearing.. Subject: CAG-02-161 Water Project No. WTR-27-2788 .1 Correspondence...... Ordinance ............. Seneca Avenue NW & NW 2"d Street Water Main Resolution............ Replacement P Old Business........ New Business....... Contractor: B & L Utility, Inc. Study Sessions...... Information.......... Exhibits: Final Pay Estimate Notice of Completion of Public Works Contract Recommended Action: Approvals: Council concurrence for approval of project and final pay Legal Dept......... Finance Dept...... estimate Other ............... Fiscal Impact: Expenditure Required... $12,974.40 (for final pay estimate only) Transfer/Amendment....... Amount Budgeted.......... $13,000.00 (for final pay estimate only) Revenue Generated......... Total Project Budget $245,000.00 (2002 total project budget including City Share Total Project.. design and construction administration costs) (Account no.421.500.018.5960.34.65.055170) SUMMARY OF ACTION: The contractor, B & L Utility, Inc., started construction of the project on November 7, 2002, and completed the project on January 8, 2003. The original contract amount is $189,877.76 and the final contract amount is $195,273.03. The $5,395.27 or Q %) increase in cost is mainly due to more trench patching than anticipated. There are sufficient funds in the Water Utility project budget to cover this small increase in cost. STAFF RECOMMENDATION: The Utility Systems Division of the Planning/Building/Public Works Department recommends that the project be accepted, the final pay estimate be approved, and the retention of $8,973.94 be released after sixty (60) days, subject to receipt of all required authorizations. \\DAEDALUS\SYS2\SHARED\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2788 - Seneca Ave NW & NW 2nd St. Water Main Replacement\Pay Estimates\Final Agenda Bill.doc\RLM:lf CITY OF RENTON Public Works Department CONTRACT CHANGE ORDER AGREEMENT CONTRACT: CAG-02-169 Seneca Avenue NW and NW 2nd Street Water Main C.O.# 1 Replacement Project, (WTR-27-2788) CONTRACTOR: B & L Utility Co., Inc. SUMMARY OF PROPOSED CHANGE: Provide all labor, equipment and materials, subcontracts, overhead, profit, bonding, insurance, B & O tax, and any other cost incurred for the complete installation of: Installation of a 2-inch permanent blow -off assembly at or near Sta. 10+57, Lt. 10'. Estimated Description Unit Price Estimated Quantity Total Amount 1 Installation of 2-inch permanent blow -off assembly, $ 1,000.00 $ 1,000.00 Lump Sum including all labor, equipment, profit and material. Net change order cost $ 1,000.00 8.8% sales tax $ 88.00 Total cost of change order no. 2 $ 1,088.00 ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED NET ESTIMATED CONTRACT AMOUNT AMOUNT CHANGE TOTAL AFTER CHANGE THIS ORDER $189,877.76 $189,877.76 $1,088.00 $190,965.76 SIGNATURES: Contractor: Project Engi Approved B, (Utility Systems Manager) Date: J' Date: J 3 Date: -Taw, 151 sbUj H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2788 - Seneca Ave NW & NW 2nd St. Water Main Replacement\Pay Estimates\chg-odrl.doc STATF State of Washington Reg.No.: OoDepartment of Revenue w Audit Procedures & Administration Date: v� PO Box 47474 �y isae Olympia, Washington 98504-7474 NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT From: DEPARTMENT USE ONLY City of Renton Assigned To 1055 South Grady Way Renton, WA 98055 Date Assigned Notice is hereby given relative to the completion of contract or project described below. Description of Contract 4CAG-02-161 � W ca Avenue NW & NW 2nd Street Water Main Replacement Project enton Project No. WTR-27-2788 Contractor's Name B & L Utility, Inc. Telephone No. (425) 335-5577 Contractor's Address 7101 Sexton Road Snohomish, WA 98290-6252 Ikea Date Work Commenced Date Work Completed Date Work Acce November 7, 2002 January 8, 2003 January9 C Should m-l`zL V i l .Yc Cavh Surety or Bonding Co. Travelers Casualty and Surety Company of America Agent's Address USI Northwest 20415 72"d Avenue South, Ste. 300 Kent, WA 98032 Agent: Holly E. Ulfers Phone (206) 695-3100 1f 4, 52o. 00 Contract Amount: $45# 71: -" Rzdnstinrrs Nd ia4s: � 4, 01 Sales Tax: $15,794.14 / Total $195,273.03 Amount Disbursed: $186,299.09 I% Amount Retained: $8,973.94 t/ Total: $195,273.03 v,- By (Disbursing Officer) Phone No: ;e a fflJ,-a) The Disbursing Officer must complete and mail THREE copies of this notice to the Department of Revenue, Olympia, Washington 98504- 7474, immediately after acceptance of the work done under this contract. NO PAYMENTS SHALL BE MADE FROM RETAINED FUND until receipt of Department's certificate, and then only in accordance with said certificate. FORM REV 310020 (12-92) H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2788 - Seneca Ave NW & NW 2nd St. Water Main Replacement\Construction Correspondance\Notice_of completion.doc 1 Printed On: 1/9/03 City of Renton Public Works Department Page 1 Project: Seneca Ave. NW/ NW 2nd Street Water Main Replacement Contract Number. CAG-02-161 itractor. B & L Utility, Inc. Pay Estimate 4 (Final) Closing Date: 1/8/03 Item Description Unit Est. Unit Previous Previous This No. Quantitv Price Quantity, Amount Quantitv 001. Mobilization Lump Sum 1 $10,000.00 002. Trench Excavation Safety Systems Lump Sum 1 $1.00 003. Construction Staking/As-Builts Lump Sum 1 $5,000.00 004. Traffic Control Lump Sum 1 $1,000.00 005. Erosion/Sedimentation Controls Lump Sum 1 $1,000.00 006. 8' Ductile Iron Pipe, CI.52 (Poly Wrapped) Linear Foot 1850 $35.00 007. 8' Gate Valve Assembly Each 5 $500.00 008. Fire Hydrant Assembly Each 4 $3,000.00 009. 3/4' Water Service Connection Each 23 $1,000.00 010. Connection to Existing Water Main Tons 3 $2.000.00 011. Concrete Thrust Blocking Cubic Yard 13 $250.00 Removal of Existing fire hydrants, valve boxes and other 012. appurtenances Lump Sum 1 $2,000.00 013. Select Import Trench Backfill Tons 368 $8.00 014. Crushed Surfacing Top Course & Crushed Rock Backfill Tons 305 $17.00 015. Pipe Zone Bedding Material Tons 615 $6.00 016. Asphalt Patch Class B Material Tons 280 $100.00 017. Remove & Replace Sidewalk & Driveway Square Yards 40 $30.00 018. Remove, Restore Lawn, Landscaping Restoration Lump Sum 1 $1,000.00 019. Replace pavement markings & Traffic buttons Lump Sum 1 $2,000.00 020. Change Order N0.1 (2-inch Penn. B.O. Assembly) Lump Sum 1 $1,000.00 Subtotal 8.8 % Sales Tax TT Total This Total Total Amount Quantity Amount 1.00 $10,000.00 1.00 $10,000.00 1.00 $1.00 1.00 $1.00 0.50 $2,500.00 0.50 $2,500.00 1.00 $5,000.00 1.00 $1,000.00 1.00 $1,000.00 1.00 $1,000.00 1.00 $1,000.00 1776.00 $62,160.00 62.00 $2,170.00 1838.00 $64,330.00 6.00 $3,000.00 6.00 $3,000.00 4.00 $12,000.00 4.00 $12,000.00 25.00 $25,000.00 25.00 $25,000.00 3.00 $6,000.00 3.00 $6,000.00 13.00 $3,250.00 3.00 $750.00 16.00 S4,000.00 0.00 $0.00 0.00 $0.00 153.11 $1,224.88 153.11 $1,224.88 196.99 $3,348.83 196.99 $3,348.83 479.53 $2,877.18 479.53 $2,877.18 336.92 $33,692.00 30.05 $3,005.00 366.97 $36,697.00 0.00 $0.00 0.00 $0.00 0.50 $500.00 0.50 $500.00 1.00 $1,000.00 0.00 $0.00 1.00 $2,000.00 1.00 $2,000.00 1.00 $1.000.00 $1,000.00 $167,553.89 $11,925.00 $179,478.89 $14,744.74 $1,049.40 $15,794.14 $182,298.63 $12,974.40 $195,273.03 ��-• 1-c1-a3 01/10/2003 15:39 3605688743 JAN-09-2003 15:3? CITY 3F RENTON PBFW TO: FINANCE DIRECTOR PAGE 02 425 430 7241 P . M/03 'FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: IS 8 L Utlllly, Inc. CONTRACT NO. CAG-02-161 ESTIMATE NO. 4 (Final) CL-.61A Date: 1 /8/03 PROJECT: Seneca AVG. NW/ NW 2nd Strom Water Mein Replacement 1. CONTRACTOR EARNINGS THIS ESTIMATE $11,925.00 2. SALES TAX ® 8.80% $1,049.40 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE 4.40 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $159,176.20 S. ' EARNINGS DUE CONTRACTOR THIS ESTIMATE $11,328.75 9. SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS $8,377.89 S. '- RIETAINAGiE ON EARNINGS THIS ESTIMATE $596.25 e. SUBTOTAL- RETAINAGE 10. SALES TAX PREVIOUSLY PAID $14,744.74 11. SALES TAX DUE THIS ESTIMATE $1,049,40 12. SUBTOTAL - SALES TAX (95% x LINE 1) (RETAINAGE: 5%) GRAND TOTAL, FINANCE DEPARTMENT ACTION: 'AYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT N 421.00D600.018.6960.0034.85.0ti6170/65170/b364 RETAINED AMOUNT (Une 8): ACCOUNT 4 421.OD0500.018.3980.0034.85.055170155170/5354 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION 1, THE UNDOM ONL9O DO HERESY CERTIFY UNK9 P&NALTY OF PCRAAY, THATTNi MATORIA.S HAVE R[EN RURNISHCD. THE SUMO@! RENDFAM) CN TnE LAOOF PCRPORMED All 09SC ICED HOKIN. AND THAT THi CLAM IS A JUST, DUE AND UNPAID OSLkUTOM AG AINOr TH[ CrTY OP PPNTON, AND THAT I AY AUT4MUD TO AUTHUNMAM AND Ot3Nfl� EAfD M Signed: $12,378.15 It 4 (Final) $596.25 # 4 (Final) TOTAL THIS ESTIMATE 170, 504.95 $8,973.94 15,794.14 95,273.03 $12,378.15 $596.25 $12,974.40 Chocked By: Printod On: 1/8,103 City of Flenton Pub0c Wortca Depammenl Pape I FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR "')NTRACTOR: B & L Utility, Inc. NTRACT NO. CAG-02-161 ESTIMATE NO. 3 Closing Date: 1/3/03 PROJECT: Seneca Ave. NW/ NW 2nd Street Water Main Replacement 1. CONTRACTOR EARNINGS THIS ESTIMATE $11,805.05 2. SALES TAX @ 8.80% $1,038.84 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $12,843.89 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $147,961.40 5. ' EARNINGS DUE CONTRACTOR THIS ESTIMATE $11,214.80 6. SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS 8. " RETAINAGE ON EARNINGS THIS ESTIMATE 9. SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID 11. SALES TAX DUE THIS ESTIMATE 12. SUBTOTAL - SALES TAX " (95% x LINE 1) " (RETAINAGE: 5%) `11NANCE DEPARTMENT ACTION: 'MENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000500.018.5960.0034.65.055170/55170/5354 RETAINED AMOUNT (Line 8): ACCOUNT # 421.000500.018.5960.0034.65.055170/55170/5354 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION $7,787.44 $590.25 $13,705.90 $1,038.84 GRAND TOTAL: $12,253.64 # 3 $590.25 # 3 TOTAL THIS ESTIMATE: I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM Signed: 6_'bVt-" �Uu�S�n► 3, 2©03 $159,176.20 $8,377.69 $14,744.74 $182,298.63 $12,253.64 $590.25 $12,843.89 Checked By: 9 ,_ 3_ 15 Checked By: �,J i- 3_ (,3 Printed On: 1/3/03 City of Renton Public Works Department Page 1 Printed On: 1/3/03 City of Renton Public Works Department Page 1 Project: Seneca Ave. NW/ NW 2nd Street Water Main Replacement Contract Number. CAG-02-161 Wactor. B & L Utility, Inc. Pay Estimate 3 Closing Date: 1/3103 Item Description Unit Est- Unit Previous This Total Total uantity Amount 001. Mobilization Lump Sum 1 $10,000.00 0.50 0.50 1.00 $10,000.00 002. Trench Excavation Safety Systems Lump Sum 1 $1.00 1.00 1.00 $1 00 003. Construction Staking/As-Builts Lump Sum 1 $5,000.00 0.50 0.50 $2,500.00 004. Traffic Control Lump Sum 1 $1,000.00 0.80 020 1.00 $1,000.00 005, Erosion/Sedimentation Controls Lump Sum 1 $1,000.00 1.00 1.00 $1,000.00 006. 8' Ductile Iron Pipe, C1.52 (Poly Wrapped) Unear Foot 1850 $35.00 1776.00 1776.00 $62.160.00 007. 8' Gate Valve Assembly Each 5 $500.00 6.00 8.00 S3,000.00 008. Fire Hydrant Assembly Each 4 $3,000.00 4.00 4.00 $12,000.00 009. 3/4' Water Service Connection Each 23 $1.000.00 23.00 2.00 25.00 $25,000.00 010. Connection to Existing Water Main Tons 3 $2,000.00 0.00 3.00 3.00 $6 000 00 011, Concrete Thrust Blocking Cubic Yard 13 $250.00 9.00 4.00 13.00 $3,250.00 Removal of Existing fire hydrants, valve boxes and other )12. appurtenances Lump Sum 1 $2.000.00 0.00 0.00 $0.00 013. Select Import Trench Backfill Tons 368 $8.00 153.11 153.11 $1.224.88 014. Crushed Surfacing Top Course & Crushed Rock Backlill Tons 305 $17.00 151.94 45.05 196.99 $3,348.83 015. Pipe Zone Bedding Material Tons 615 $6.00 479.53 479.53 $2,877.18 O16. Asphalt Patch Class B Material Tons 280 $100.00 0.00 336.92 336.92 $33.692.00 017. Remove & Replace Sidewalk & Driveway Square Yards 40 $30.00 0.00 0.00 $0 00 018. Remove, Restore Lawn, Landscaping Restoration Lump Sum 1 $1,000.00 0.50 0.50 $500.00 019. Replace pavement markings & Traffic buttons Lump Sum 1 $2,000.00 0.00 0.00 $0.00 Subtotal $0.00 $167,553.89 8.8% Sales Tax $0 00 $14,744.74 TT Total SO.00 $182,298.63 Less amounts previously paid in pay est. #1 and #2 ($169,454.74) Total due this Estimate If 3 $12.843.89 ( M13 01/03/2003 11:10 3605688743 PAGE 01 JAN-03-2003 10: 56 (-.1 I `( Uh- KtN I UN I v: rlr*AI'4%oC LJ MMo I VK FROM: PUBLIC WORKS ADMINISTRATOR Af. �arhkiA CONTRACTOR: S dI L Utility, Ina. CONTRACT NO, CAD-02.161 ESTIMATE NO. 3 Closing Date: 113/03 PROJECT: Sanwa Ave. NW/ NW 2nd Street Water Main Replacement 1. CONTRACTOR EARNINGS THIS ESTIMATE S11 805.05 2. SALES TAX 0 8.80% tw+-*Z) $1,038.84 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE 2,843.89 4. EARNINGS PREVIOUSLY PAID CONTRACTOR S. ' EARNINGS DUE CONTRACTOR THIS ESTIMATE $11,214.80 S. SUBTOTAL - CONTRACTOR PAYMENTS $159,176 (�et>s�- �� 7. RETAINAGE ON PREVIOUS EARNINGS 57,787.44 8. " RETAINAGE ON EARNINGS THIS ESTIMATE 9. SUBTOTAL - RETAINAGE $8,3T7.6® 10. SALES TAX PREVIOUSLY PAID (gLT 10 Z 13,705.90 11. SALES TAX DUE THIS ESTIMATE $ , 12. SUBTOTAL - SALES TAX 14,744 ' (95%xLINE 1) " (AETAINAGE: 596) GRAND TOTAL: 8.t39 FINANCE DEPARTMENT ACTION: DAYMENT TO CONTRACTOR (LIM05 5 and 11): ACCOUNT 4 421.000500.018.5960.0034,85.058170/55170/5354 $12,263.64 0 3 RETAINED AMOUNT (Lire 8): ACCOUNT 0 421,0006 0.018.5980.0034.Q5.038170/55170/5354 $690.25 N 3 TCTAL THIS ESTIMATE: CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I, THE UNDMIQNE0 OC H"UY CFRTIRY UNMA P9h4&TY Or PAID. 1I 1Y, T1AT TK bLATMAL! NAYS MEN PUat4wmm, THC 34RVICES REIDQAYW OR THE IASOPI PCM[0 U' DOCRIMM MIRE IN, AND THAT Tt1L GJkM t9 A JUST, MA AND UNPAID OEUOATON A"%57 TMF, OfTY OP AQM ON, AND TINT I AN AM140AMM TO AUTIQV/TICATI AND CMTIFY TO 9WO aAW / Signed: $12,253.64 $590.25 $12, 843.89 Chedcod By: Checked By: Pnrtod On_ 1/8103 City of Renton Publoc Works Depwtnwnt Page 1 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR Py 'ONTRACTOR: B & L Utility, Inc. VTRACT NO. CAG-02-161 ESTIMATE NO. .-2 Closing Date: 12/6/02 PROJECT: Seneca Ave. NW/ NW 2nd Street Water Main Replacement 1. CONTRACTOR EARNINGS THIS ESTIMATE $rSi�475:64 11;805. 0S 2. SALES TAX @ 8.80% $7,169.86 i, 6 3-9.94 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE 12 , 243 -- &n 4. EARNINGS PREVIOUSLY PAID CONTRACTOR 1" 40-40 $70,559.54 5. 4 EARNINGS DUE CONTRACTOR THIS ESTIMATE t► 214.10 86 6. SUBTOTAL - CONTRAMR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS 8. " RETAINAGE ON EARNINGS THIS ESTIMATE 9• SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID 11. SALES TAX DUE THIS ESTIMATE 12. SUBTOTAL - SALES TAX ff�"wg"w FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000500.018.5960.0034.65.055170/55170/5354 hr-TAINED AMOUNT (Line 8): ACCOUNT # 421.000500.018.5960.0034.65.055170/55170/5354 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION $1?4�96149- =f-3 — 590.25 $4,073.78 9, 46, U 1•7701 wt L •8�3��. Gq ii�6 66.94 1,03S.9+ 9.86 GRAND TOTAL: TOTAL: !t1-64 ARA-7A tezj 2,1 F L3' i2, 253. C4 $72 # & 73,- 5q0.25 TOTAL THIS THIS ESTIMATE: I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT I AM AUTHORIZED TO AUTHENTICATE D CERTIFY TO SAID CLAIM Signed: D61xy cwv 89 Checked By: e�?yl j Z - i-o Z Checked By 2 c� 1Z4g102 Printed On: 12/4/02 City of Renton Public Works Department Page 1 Printed On: 01/03/2003 City of Renton Public Works Department project: Seneca Ave. NW/ NW 2nd Street Water Main Replacement Contract Number: mtractor: B & L Utility, Inc. Pay Estimate �3 Closing Date: Item Description Unit Est. Unit Previous Previous No. Quantity Price Quantity Amount ITEM DESCRIPT UNITS ESTQTY UPRICE PQTY ( SEb11s1�6LLOW) PAMOUNT 001. Mobilization Lump Sum 1" $10,000.OQ, 0.50 % 00 S5,0 1*00 002. Trench Excavation Safety Systems Lump Sum 1 $1.00 1.00/ 003. Construction Staking/As-Builts Lump Sum 1 $5,000.00 0.50/ $2,500.00 004. Traffic Control Lump Sum 1 $1,000.00 0.80/ .00 005. Erosion/Sedimentation Controls Lump Sum 1 $1,000.00 1.00/ $1, .00 006. 8" Ductile Iron Pipe, CI.52 (Poly Wrapped) Linear Foot 1850 $35.00 1776.00/ $62.1 .00 007. 8" Gate Valve Assembly Each 5 $500.00 6.00/ $3,0 .00 008. Fire Hydrant Assembly Each 4 S3,000.00 4.00 / $12,0 .00 009. 314" Water Service Connection Each 23 $1.000.00 23.00/ $23,0 .00 010. Connection to Existing Water Main Tons 3 S2,000.00 0.00 St).00 )l1. Concrete Thrust Blocking Cubic Yard 13 $250 00 9,00 $2.250.00 Removal of Existing fire hydrants, valve boxes and other 012. appurtenances Lump Sum 1 S2,000.00 0.00 $ .00 013. Select Import Trench Backfill Tons 368 ' S8.00 153.11 . $1,22 .88 014. Crushed Surfacing Top Course & Crushed Rock Backfill Tons 305 $17.00 151.94/ $2.58 .98 015. Pipe Zone Bedding Material Tons 615 $6.00 479.53, $2,87 .18 016. Asphalt Patch Class B Material Tons 280 $100.00 0.00 $ .00 017. Remove & Replace Sidewalk & Driveway Square Yards 40 $30.00 0.00/ $ .00 018. Remove, Restore Lawn, Landscaping Restoration Lump Sum 1 $1,000.00 0.50/ $50 .00 / 019. Replace pavement markings & Traffic buttons Lump Sum 1 $2,000.00 0.00 / $ .00 L Subtotal $118,89E.04 8.8% Sales Tax S10,46 85 TT Total 35B 8 Note: The,error in overpayment forbid iteMs numbers. ,f to 19 due to the use of incorrect unf(pri to pe'p6vious t P ,,,. / •i.t F! 1 ? {day estimates no. 1 & 2 was corrected thropgh error' adjustment (pay item number 20). Page 1 CAG-02-161 01 /03/2003 This This Total Total Quantity Amount Quantity Amount kuff,00 �V $5;OOtr90 - $0.00 1.00 $1.00 y' $0.00 0.50 - S2,500.00 '✓ i, ZG ($0,4)0 "0"eo $800.00 0.00 1.00 $1,000.00 .00 1776.00 / $62,160.00 ✓ /.00 6.00 j $3,000.00 .00 4.00 / $12,000.00 ✓ l 25.04 25,oec Z&OO/ $23;owoo 3.00 $6. .00 3.00/ $6,000.00 4.00 $1, .00 13.00✓ $3,250.00 > $/00 0.00 $0.00 $000 153.11 $1,224.88 45.05 $7 .85 196.99 $3,348.83 ✓ .00 479.53 $2,877.18 336.92 $33, .00 336.92. $33,692.00 .00 0.00 $0.00 .00 0.50 $500.00 0.00 0.00 $0.00 ! 1 , �•R� ) fb`t,55�•� i42.3581'09 //�� pp GL Ff r ^ j • C I (' 4 $46�68 ib ,2. $434. 6 +9 \10 , 45 4.9 4) TO:: , _ FINANCE DIRECTOR FROM: COPY PUBLIC WORKS ADMINISTRATOR CONTRACTOR: B & L Utility, Inc. (TRACT NO. CAG-02-161 ESTIMATE NO. 2 Closing Date: 12/6/02 PROJECT: Seneca Ave. NW/ NW 2nd Street Water Main Replacement 1. CONTRACTOR EARNINGS THIS ESTIMATE $81,475.64 2. SALES TAX @ 8.80% $7,169.86 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $88,645.50 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $70,559.54 5. ' EARNINGS DUE CONTRACTOR THIS ESTIMATE $77,401.86 6. SUBTOTAL - CONTRACTOR PAYMENTS $147,961.40 7. RETAINAGE ON PREVIOUS EARNINGS $3,713.66 8. " RETAINAGE ON EARNINGS THIS ESTIMATE $4,073.78 9. SUBTOTAL - RETAINAGE $7,787.44 10. SALES TAX PREVIOUSLY PAID $6,536.04 11. SALES TAX DUE THIS ESTIMATE $7,169.86 12• SUBTOTAL - SALES TAX $13,705.90 (95% x LINE 1) " (RETAINAGE: 59,.) GRAND TOTAL: $169,454.74 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000500.018.5960.0034.65.055170/55170/5354 $84,571.72 # 2 AINED AMOUNT (Line 8): $84,571.72 ACCOUNT # 421.000500.018.5960.0034.65.055170/55170/5354 $4,073.78 # 2 $4,073.78 TOTAL THIS ESTIMATE: $88,645.50 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT I AM AUTHORIZED TO AUTHENTICATE A D CERTIFY TO SAID CLAIM / Signed: �j"p&N/ ��U�"✓ Q)� 6s �Q Checked By: e�M 1 Z _ l-o-L Checked By• Z. 174,1 jot Printed On: 12/4/02 City of Renton Public Works Department Page 1 Printed On: 12/4/02 City of Renton Public Works Department Project: Seneca Ave. NW/ NW 2nd Street Water Main Replacement Contract Number. rector. B & L Utility, Inc. Pay Estimate 2 Closing Date: am Description Unit Est. Unit Previous Previous No. Quantity Price Quantity Amount Page 1 CAG-02-161 1216/02 This This Total Total Quantity Amount Quantity Amount 001. Mobilization Lump Sum 1 $15,000.00 0.50 $7,500.00 $0.00 0.50 $7,500.00 002. Trench Excavation Safety Systems Lump Sum 1 $2,000.00 0.44 $880.00 0.56 $1,120.D0 1.00 $2,000.00 003. Construction Staking/As-Builts Lump Sum 1 $3,000.00 0.50 $1,500.00 $0.D0 0.50 $1,500.00 004. Traffic Control Lump Sum 1 $1,500.00 0.44 $660.00 0.36 $540.00 0.80 $1,200.00 005. Erosion/Sedimentation Controls Lump Sum 1 $1,000.00 0.44 $440.00 0.56 $560.00 1.00 $1,000.00 006. 8' Ductile Iron Pipe, CI.52 (Poly Wrapped) Linear Foot 1850 $55.00 825.00 $45,375.00 951.00 $52,305.00 1776.00 $97,680.00 007. 8' Gate Valve Assembly Each 5 $650.00 2.00 $1,300.00 4.D0 $2,600.00 6.00 $3,900.00 008. Fire Hydrant Assembly Each 4 $2,500.00 2.00 $5,000.00 2.00 $5,000.00 4.00 $10,000.00 009. 3/4' Water Service Connection Each 23 $800.00 5.00 $4,000.00 18.00 $14,400.00 23.00 $18,400.00 010. Connection to Existing Water Main Tons 3 $2,000.00 0.00 $0.00 $0.00 0.00 $0.00 011. Concrete Thrust Blocking Cubic Yard 13 $150.00 4.00 $600.00 5.D0 $750.00 9.00 $1,350.00 Removal of Existing fire hydrants, valve boxes and other 012. appurtenances Lump Sum 1 $1,000.00 0.00 $0.00 $0.00 0.00 $0.00 ;3. Select Import Trench Backfill Tons 368 $12.00 89.78 $1,077.36 63.33 $759.96 153.11 $1,837.32 014. Crushed Surfacing Top Course & Crushed Rock Backfill Tons 305 $14.00 89.10 $1,247.40 62.84 $879.76 151.94 $2,127.16 015. Pipe Zone Bedding Material Tons 615 $12.00 281.12 $3,373.44 198.41 $2,380.92 479.53 $5,754.36 016. Asphalt Patch Class B Material Tons 280 $65.00 0.00 $0.00 $0.00 0.00 $0.00 017. Remove & Replace Sidewalk & Driveway Square Yards 40 $40.00 0.00 $0.00 $0.00 0.00 $0.00 018. Remove, Restore Lawn, Landscaping Restoration Lump Sum 1 $3,000.00 0.44 $1,320.00 0.06 $180.00 0.50 $1,500.00 019. Replace pavement markings & Traffic buttons Lump Sum 1 $500.00 0.00 $0.00 $0.00 0.00 $0.00 Subtotal $74,273.20 $81,475.64 - $155,748.84 8.8% Sales Tax $6,536.04 $7,169.86 $13,705.90 TT Total $80,809.24 $88,645.50 $169,454.74 11 r i -f /n ?_ -(12YI 1 Z - 1-/- 0 L TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR COPY - Lt1/ "/ CONTRACTOR: B & L Utility, Inc. JTRACT NO. CAG-02-161 ESTIMATE NO. 1 Closing Date: 11/20/02 PROJECT: Seneca Ave. NW/ NW 2nd Street Water Main Replacement 1. CONTRACTOR EARNINGS THIS ESTIMATE 2. SALES TAX @ 8.80% 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $74,273.20 $6,536.04 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $0.00 5. ` EARNINGS DUE CONTRACTOR THIS ESTIMATE $70,559.54 6. SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS 8. '* RETAINAGE ON EARNINGS THIS ESTIMATE 9. SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID 11. SALES TAX DUE THIS ESTIMATE 12. SUBTOTAL - SALES TAX ' (95% x LINE 1) " (RETAINAGE: 5%) FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT 4 421.000500.018.5960.0034.65.055170/55170/5354 HE RAINED AMOUNT (Line 8): ACCOUNT 4 421.000500.018.5960.0034.65.055170/55170/5354 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION $0.00 $3,713.66 $0.00 $6,536.04 GRAND TOTAL $77,095.58 # 1 $3,713.66 # 1 TOTAL THIS ESTIMATE: I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM Signed: Necow $80,809.24 $70,559.54 $3,713.66 $6,536.04 $80,809.24 $77,095.58 $3,713.66 $80,809.24 Checked By: I� Checked By: iq/: L4L z/c-Z_ Printed On: 11/22/02 City of Renton Public Works Department Page 1 Printed On: 11/22/02 City of Renton Public Works Department Page 1 Project: Seneca Ave. NW/ NW 2nd Street Water Main Replacement Contract Number. CAG-02-161 -'ractor. B & L Utility, Inc. Pay Estimate 1 Closing Date: 11/20/02 em Description Unit Est. Unit Previous Previous This This Total Total Amount 001. Mobilization Lump Sum 1 $15,000.00 $0.00 0.50 $7,500.00 0.50 $7,500.00 002. Trench Excavation Safety Systems Lump Sum 1 $2,000.00 $0.00 0.44 $880.00 0.44 $880.00 003. Constriction Staking/As-Builts Lump Sum 1 $3,000.00 $0.00 0.50 $1,500.00 0.50 $1,500.00 004. Traffic Control Lump Sum 1 $1,500.00 $0.00 0.44 $660.00 0.44 $660.00 005. Erosion/Sedimentation Controls Lump Sum 1 $1,000.00 $0.00 0.44 $440.00 0.44 $440.00 006. 8' Ductile Iron Pipe, C1.52 (Poly Wrapped) Linear Foot 1B50 $55.00 $0.00 825.00 $45,375.00 825.00 $45,375.00 007. 8' Gate Valve Assembly Each 5 $650.00 $0.00 2.00 $1,300.00 2.00 $1,300.00 008. Fire Hydrant Assembly Each 4 $2,500.00 $0.00 2.00 $5,000.00 2.00 $5,000.00 009. 314" Water Service Connection Each 23 $800.00 $0.00 5.00 $4,000.00 5.00 $4,000.00 010. Connection to Existing Water Main Tons 3 $2,000.00 $0.00 0.00 $0.00 0.00 $0.00 011. Concrete Thrust Blocking Cubic Yard 13 $150.00 $0.00 4.00 $600.00 4.00 $600.00 Removal of Existing fire hydrants, valve boxes and other 012. appurtenances Lump Sum 1 $1,000.00 $0.00 0.00 $0.00 0.00 $0.00 13. Select Import Trench Backfill Tons 368 $12.00 $0.00 89.78 $1,077.36 89.78 $1,077.36 014. Crushed Surfacing Top Course & Crushed Rock Backfill Tons 305 $14.00 $0.00 89.10 $1,247.40 89.10 $1,247.40 015. Pipe Zone Bedding Material Tons 615 $12.00 $0.00 281.12 $3,373.44 281.12 $3,373.44 016. Asphalt Patch Class B Material Tons 280 $65.00 $0.00 0.00 $0.00 0.00 $0.00 017. Remove & Replace Sidewalk & Driveway Square Yards 40 $40.00 $0.00 0.00 $0.00 0.00 $0.00 018. Remove, Restore Lawn, Landscaping Restoration Lump Sum 1 $3,000.00 $0.00 0.44 $1,320.00 0.44 $1,320.00 019. Replace pavement markings & Traffic buttons Lump Sum 1 $500.00 $0.00 0.00 $0.00 0.00 $0.00 Subtotal $0.00 $74,273.20 $74,273.20 8.8 % Sales Tax $0.00 $6,536.04 $6,536.04 TT Total $0.00 $80,809.24 $80,809.24 Y "- - I ft T'Z 4"/� tt I z z /G Z L.� '625 LF wsWle1 s� a a Toms 7 r - - -- C, ST �S� ii O ON i L71) M C42,3, 515 . ,��oa d 7, s �s - — Pre, 2-cA-<- IA _- !� 40 L/g ZI v 12/30/2002 14:45 3605688743 PAGE 01 B&L UTILITY, INC. 5 L U , INC. FACSIMILE TRANSMITTAL SHEET TO FROM: Rick Moreno, Project Manager Heather Liffrig FAX NUMBER: DATE: 425/430-7241 December 30, 2002 COMPANY: TOTAL NO. OF PAGES INCLUDING COVER: City of Renton 4 PHONE NUMBER, SENDER'S REFERENCE NUMBER: 425/430-7208 RE: YOUR REFERENCE NUMBER. Delivery Tickets ❑ URGENT X FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE NOTES/COMMENTS: Deor Rick: Attached tickets from Renton Concrete Recyclers and Stoneway Concrete. The 5/8- rock tickets ore not very clear, so I have written in the specifics. I will mail you the originals. Ij you have any ques*iors or neea additional information, feel free to give me a call! Best egardS, Heather L iffrig B&L UTILITY, INC • 7101 SEXTON ROAD • SNOHOMISH, WA 98290 PHONE. (425) 335�5577 • FAX: (360) 568 • 8743 Page 1 1 UfaY >' .� CITY OF RENTON + ♦ 1055 S. GRADY WAY RENTON, WA 98055 INV VENDOR: 058570 OTTO ROSENAU & ASSOCIATES INC 6747 M L KING WAY S SEATTLE, WA 98118-3216 FOB Point: Terms: net term Req. Del. Date: Special Inst: BILL TO Pt3 tIUMBER° 12/16/2002 18/0000172 SHIP TO: COPY Req. No.: Dept.: PLNG/BLDG/PUB WKS UTILITY SYS Contact: FERKINGSTAD, LINDA Pre -Assigned PO#?: Yes SUBTOTAL TAX FREIGHT TOTAL Account Number I Work Order Function Number Amount E 421.000500.018.5960.0034.65.055170 5170/5160 5.000.00 OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection 6 Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel: (206) 725-4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory BILL TO City of Renton Utilities Division Attn: Rick Moreno 1055 S. Grady Way Renton, WA 98055 DEr PROJECT A�uL(c� va Invoice DATE INVOICE # Seneca Ave NW Water Replacement Senecas Ave NW & 2nd St. NW 11/21 Pick up soils sample - 1.5 hrs. 11/22 Inspect soils - 3 hrs. I , ,: BEN �.OI,? s•`sI?! YS, =F�r P.O. # JOB NUMBER Ig boo61�2 DESCRIPTION QUANTITY RATE AMOUNT Soils Technician Hours 4.5 48.00 216.00 Soils Grain Size Distribution - Wet Wash 1 75.00 75.00 Soils Moisture Density Relationship (Proctor) 1 140.00 140.00 Mileage 40 0.45 18.00 CO3 _ �>`J71, K, E N C E i AVDAr J �L��� 4Zt , ppo5oo, !71 . S`I�D, od3�. 5. 0551701551 o�j l �D Total $449.00 Terms: Net 30. 11/2 per month interest charged on past -due invoices. 5 i November 19, 2002 Proposal No.: 02- 683 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118-3216 USA Tel: (206) 725-4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 WBE W2F5913684 . WABO Registered Agency • Website: www.ottorosenau.com NOV 2 1, 2002 CITY OF RENTON UTILITY SYSTEMS Mr. Rick Moreno City of Renton Utilities Division 1055 South Grady Way Renton, Washington 98055 Re: Seneca Avenue NW and NW 2nd Street Water Main Replacement — Soils Compaction Testing Services Dear Mr. Moreno. Otto Rosenau & Associates, Inc. is pleased to provide you and your firm with our fee schedule to provide soils compaction testing and materials testing services in support of your project. Otto Rosenau & Associates Inc. is a State Certified Women Business Enterprise (WBE) and is registered by the Washington Association of Building Officials (WABO) for all special inspection disciplines as well as nationally accredited by the American Association for Laboratory Accreditation (A21-A), and the International Standard ISOPEC 17025. ORA has provided inspection and testing services in Washington State since 1954 and currently employs more than 40 highly capable inspection personnel of many diverse areas of expertise and background. We feel the reason for our success over the years has been our commitment to provide our clients with the highest quality and most timely services possible at a reasonable cost. We appreciate the opportunity to submit our fee schedule for your review and consideration and look forward to working with you on your project. Should you have any questions or need further information, please do not hesitate to contact me. Reviewed by: Susan Rosenau-Moser, Vice President - ` , Very truly yours, OTT9 ROSENAU & ASSOCIATES, INC. Walter C. Hansen Project Manager WCH: SRM: WH Enclosure i City of Renton Utilities Division Seneca Ave and 2n0 Ave. NW Water Main Replacement Proposal No.: 02-683 November 19, 2002 Page 2 of 3 Otto Rosenau & Associates, Incorporated Geotechnical Engineering, Construction Inspection & Materials Testing FEE SCHEDULE DESCRIPTION OF SERVICES UNIT FEE Geotechnical Engineer (If Required) Hour $85 00 Soils Compaction Testing ( Includes Technician and Equipment) Hour $4&00 Soil Grain Size Distribution (Sieve Analysis) Each $75.00 Soil Moisture -Density Relationship (Proctor) Each $140.00 Associated Mileage (Portal to Portal) Mile $0.45 Parking Fees (If Not Provided on -Site) Lot Cost + 15% Project Management/ Inspection Team Supervision Hour Included Report Preparation, Review and Distribution Hour Included Note: Additional services are available, and will be provided upon request, at our published rates and fees. C0N1TP,1\rT APQRr-)VA! Should our proposal, including our approach to quality, terms and conditions, and fee schedule meet with your approval, please provide an authorized signature below and fax or mail a copy of this page to our attention. Thank you for selecting Otto Rosenau & Associates, Inc. Authorized Signature pany Name Print Name & Title Date City of Renton Utilities Division SeNW Water Ave and 2"' Ave. NWater Main Replacement Proposal No.: 02-683 November 19. 2002 Page 3 of 3 Otto Rosenau & Associates, Incorporated Geotechnical Engineering, Construction Inspection & Materials Testing TERMS, DEFINITIONS, AND GENERAL CONDITIONS 1. Parties and Scope of Work: Otto Rosenau and Associates, Inc. (herein "ORA"). is performing the specific inspection, testing, geotechnical engineering, or other services performed by ORA as described in its proposal accepted by Client, (herein the "Work"), which shall be subject to these Terms, Definitions, and General Conditions. The Client accepts sole responsibility for determining whether the quantity and nature of the Work ordered by Client is adequate and sufficient for Client's needs. 2. Access to Site/Notification: Client shall arrange and provide access to the site as required for ORA to perform the Work. Advance notification for inspection and testing services is the responsibility of Client and/or its representative. Inspection or testing services should be requested as far in advance as practical (preferably a minimum of two business days notification). ORA has not included in its fee and is not responsible for the cost of restoration of damage that may occur due to Work performed. Client agrees to indemnify and save ORA harmless from all claims, suits, losses, costs and expenses including reasonable attorney's fees as a result of personal injury, death or property damage occurring with respect to ORA's Work or arising from subsurface or latent conditions or damage to subsurface structures, lines, or conduits. Client, landowner and its agents shall accept sole responsibility to notify appropriate agencies in regard to any hazardous substances discovered by ORA on the project site. ORA is expressly relieved from any obligations to report the presence of hazardous substances to any and all regulatory agencies. 3. Schedule of Work: ORA's Work will be accomplished in a timely, workmanlike manner by ORA or its subcontractor at the prices or fees quoted. If ORA is required to delay commencement of the Work or if it is required to stop or interrupt the progress of its Work as a result of changes in scope requested for any reason by the Client, interruptions in the progress of construction, or causes beyond the control of ORA, additional charges will be applicable and payable by the Client. 4. Work Hours: The normal non -overtime work hours for ORA personnel are an eight hour shift between 6:30 am and 5:00 pm Monday through Friday, except for holidays. The holidays recognized are New Years Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day. In the event the holiday falls on a Sunday the observance is recognized on Monday. 5. Labor Rates: For work on Saturdays and in excess of eight hours Monday through Friday, the non -overtime labor rates quoted will be multiplied by 1.5 to establish the applicable overtime rate. For work on Sundays, holidays and in excess of eight hours on Saturdays and in excess of twelve hours Monday through Friday, the non -overtime rates quoted will be multiplied by 2.0 to establish the applicable double time rate. All services are portal to portal from ORA's facility. There shall be a three hour minimum charge during the normal non -overtime work hours, a four hour minimum charge for weekend and holiday, and an eight hour minimum charge for night shifts. The applicable labor rate will apply depending upon the day/shift demand. When required by Codes and Standards, test samples will be created and may be required to remain in an undisturbed condition for 24 to 48 hours, samples will be picked up as prescribed and Client will be invoiced portal to portal at the applicable labor rate. 6. Payment: Client shall be invoiced once each month for work performed during the preceding month. Client agrees to pay each invoice within 30 days of its receipt. A service charge of 1.5% per month is added to all delinquent accounts. Where legal action including assertion of lien rights becomes necessary to obtain payment for services provided, Client agrees to pay all collection costs, including any and all attorney's fees. ORA's final report will not be submitted until all invoices are paid. 7. Indemnity: ORA agrees to indemnify and hold Client harmless from any and all claims, suits, costs, and expenses subject to the foregoing limitations, including reasonable attorney's fees and court costs, but only to the extent of ORA's negligence Client shall provide same protection to ORA to the extent of its negligence. In the event that client or its principals shall bring suit, cause of action, claim, or counterclaim against ORA, the party initiating such action shall pay to ORA the costs and expenses incurred by ORA to investigate, answer, and defend itself including reasonable attorney's fees, witness fees and court costs to the extent that ORA shall prevail in such suit. Notwithstanding any other provision herein, should ORA or any of its employees be found to have been negligent in performing services or work, client and all parties claiming as a result thereof agree that the maximum aggregate amount of liability of ORA and its officers, employees, and agents shall be limited to the total amount of the fee paid to ORA for its Work ORA may engage the services of other contractors/consultants on behalf of Client for the provision of professional services. ORA shall be held harmless, and assumes no liability, for the services of said contractor/consultant. As such, ORA shall be held harmless from any claim which may arise out of the actions of the contractor/consultant. 8. Provisions: Client agrees it will not engage or employ any employees of ORA for a minimum of two years after completion of ORA services for this project. All quotations are based upon standard non -overtime hourly rates. Unless otherwise agreed, this proposal terminates in 60 calendar days from the date of issue unless accepted in writing within said 60 days. ORA may dispose of project inspection files after a period of ten years. Client may request in writing to extend the file retention period or obtain custody in lieu of disposal, subject to mutual agreement upon a retention/custody agreement, including fees to be paid ORA. 9. Entire Agreement: This agreement constitutes the entire understanding of the parties and there are no representations, warranties or understandings made other than those as set forth herein. This agreement may be modified only in writing, signed by each of the parties. No work can be performed prior to written acceptance of this proposal. 11,/19/2002 17:12 2067232221 OTTO ROSENAU ASSOCSS PAGE 02 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L_ King Way South, Seattle, Washington 98118-3216 USA Tel: (206) 7254600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 WBE W2F5913664 . WABO Registered Agency • Website: www.ottorosenou.com November 19, 2002 Proposal No- 02- 683 Mr. Rick Moreno City of Renton Utilities Division 1055 South Grady Way Renton, Washington 98055 Re: Seneca Avenue NW and NW 2nd Street Water Main Replacement —Soils Compactlon Testing Services Dear Mr. Moreno: Otto Rosenau & Associates, Inc. is pleased to provide you and your firm with our fee schedule to provide soils compaction testing and materiels testing services in support of your project. Otto Rosenau & Associates Inc, Is a State Certified Women Business Enterprise (WBE) and is registered by the Washington Association of Building Officials (WABO) for all special inspection disciplines as well as nationally accredited by the American Association for Laboratory Accreditation (A21-A), and the International Standard ISO/IEC 17025. ORA has provided inspection and testing services In Washington State since 1954 and currently employs more then 40 highly capable Inspection personnel of many diverse areas of expertise and background. We feel the reason for our success over the years has been our commitment to provide our clients with the highest quality and most timely services possible at a reasonable cost, We appreciate the opportunity to submit our fee schedule for your review and consideration and look forward to working with you on your project. Should you have any questions or need further information, please do not hesitate to contact me. Reviewed by: Susan Rosenau-Moser, Vice President ( o Very truly yours, 079 ROSENAU & ASSOCIATES, INC. Waiter C. Hansen Project Manager WCH: SRM: WH Enclosure 11/19/2002 17:12 2067232221 OTTO ROSENAU ASSOCSS PAGE 03 City of Renton Mhlea Dvision Soneca Ave and 2"d Ave. I' Mr Water Main Replacement Proposal No.: 02-6e3 November 19, 2002 Pep 2 of 3 Otto Rosenau & Associates, Incorporated Geotechnical Engineering, Construction Inspection & Materials Testing FEE SCHEDULE �'7, , ".t ".4102�,'= Geotechnical Engineer (If Required) Hour $85,00 Soils Compaction Testing ( Includes Technivan and Equipment) Hour $48.00 Soil Grain Size Distribution (sleve Anerysia) Each $75.00 Soil Moisture -Density Relationshlp (Proct«) Each $140.00 Associated Mileage (Portei to PcmD Mile S0.45 Partdng Fees (?f Nof Provided orrske) Lot Cost + 15°% Project Management/ Inspection Team Supervision Hour Included Report Preparation, Review and Distribution Hour Included Not, Addhloonl sorviceR fire ovnllable, and will be provided upon request, at our published rates and f*,", • CONTRACT APPROVAL Should our proposal, Including our approach to quality, terms and conditlons, and fee schedule most with your approval, please provide an authorized signature below and fax or mail a copy of this page to our attention. Thank you for selecting Otto Rosenau & Associates, Inc. �3 C�JOI,W �11i'Fbu� Authorized tignsiture Cr N of V - Company Name wnoyv Um sww��� Print Name & Title Date �C C�x�Q Acf Shaw NIX F S, D�10 c� u� �m 0Lt71( v��t ,J I I Ko ti,+�, Ig�00odt��" 11/19/2U2 17:12 2067232221 OTTO ROSENAU ASSOCSS PAGE 04 Otto Rosenau & Associates, incorporated Geotechnical Engineering, Construction Inspection & Materials Testing City of Renton Utilities Division Seneca Ave and 2m Ave. NW Water Main Replacement Proposal No.: 02-683 November 19, 2002 Page 3 of 3 TERMS, DEFINITIONS, AND GENERAL CONDITIONS 1. Parties and Scope of Work: Otto Rosenau and Associates, Inc. (herein "ORA"), is performing the specific inspection, testing, geotechnical engineering, or other services performed by ORA as described in its proposal accepted by Client, (herein the "Work"), which shall be subject to these Terms, Definitions, and General Conditions. The Client accepts sole responsibility for determining whether the quantity and nature of the Work ordered by Client is adequate and sufficient for Client's needs. 2. Access to Site/Notificatlon: Client shall arrange and provide access to the site as required for ORA to perform the Work. Advance notification for inspection and testing services is the responsibility of Client and/or Its representative. Inspection or testing services should be requested as far In advance as practical (preferably a minimum of two business days notification). ORA has not Included in its fee and is not responsible for the cost of restoration of damage that may occur due to Work performed. Client agrees to Indemnify and save ORA harmless from all claims, suits, losses, costs and expenses including reasonable attorney's fees as a result of personal injury, death or property damage occurring with respect to ORA's Work or arising from subsurface or latent conditions or damage to subsurface structures, lines, or conduits. Client, landowner and its agents shall accept sole responsibility to notify appropriate agencies in regard to any hazardous substances discovered by ORA on the project site. ORA is expressly relieved from any obligations to report the presence of hazardous substances to any and all regulatory agencies. 3. Schedule of Work: ORA's Work will be accomplished in a timely, workmanlike manner by ORA or its subcontractor at the prices or fees quoted. If ORA is required to delay commencement of the Work or if it is required to stop or interrupt the progress of its Work as a result of changes in scope requested for any reason by the Client, interruptions in the progress of construction, or causes beyond the control of ORA, additional charges will be applicable and payable by the Client. 4. Work Hours: The normal non -overtime work hours for ORA personnel are an eight hour shift between 6:30 am and 5:00 pm Monday through Friday, except for holidays. The holidays recognized are New Years Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day. In the event the holiday falls on a Sunday the observance is recognized on Monday. 5. Labor Rates: For work on Saturdays and in excess of eight hours Monday through Friday, the non -overtime labor rates quoted will be multiplied by 1.5 to establish the applicable overtime rate. For work on Sundays, holidays and in excess of eight hours on Saturdays and in excess of twelve hours Monday through Friday, the non -overtime rates quoted will be multiplied by 2.0 to establish the applicable double time rate. All services are portal to portal from ORA's facility. There shall be a three hour minimum charge during the normal non -overtime work hours, a four hour minimum charge for weekend and holiday, and an eight hour minimum charge for night shifts. The applicable labor rate will apply depending upon the day/shift demand. When required by Codes and Standards, test samples will be created and may be required to remain in an undisturbed condition for 24 to 48 hours, samples will be picked up as prescribed and Client will be invoiced portal to portal at the applicable labor rate. 6. Payment: Client shall be invoiced once each month for work performed during the preceding month. Client agrees to pay each invoice within 30 days of its receipt. A service charge of 1.5% per month is added to all delinquent accounts. Where legal action Including assertion of lien rights becomes necessary to obtain payment for services provided, Client agrees to pay all collection costs, including any and all attorney's fees. ORA's final report will not be submitted until all invoices are paid. 7. Indemnity: ORA agrees to indemnify and hold Client harmless from any and all claims, suits, costs, and expenses subject to the foregoing limitations, including reasonable attorney's fees and court costs, but only to the extent of ORA's negligence. Client shall provide same protection to ORA to the extent of its negligence. In the event that client or its principals shall bring suit, cause of action, claim, or counterclaim against ORA, the party initiating such action shall pay to ORA the costs and expenses incurred by ORA to investigate, answer, and defend itself including reasonable attorney's fees, witness fees and court costs to the extent that ORA shall prevail in such suit. Notwithstanding any other provision herein, should ORA or any of its employees be found to have been negligent in performing services or work, client and all parties claiming as a result thereof agree that the maximum aggregate amount of liability of ORA and its officers, employees, and agents shall be limited to the total amount of the fee paid to ORA for its Work ORA may engage the services of other contractors/consultants on behalf of Client for the provision of professional services. ORA shall be held harmless, and assumes no liability, for the services of said contractor/consultant As such, ORA shall be held harmless from any claim which may arise out of the actions of the contractor/consultant, 8. Provisions: Client agrees it will not engage or employ any employees of ORA for a minimum of two years after completion of ORA services for this project. All quotations are based upon standard non -overtime hourly rates. Unless otherwise agreed, this proposal terminates in 60 calendar days from the date of Issue unless accepted In writing within said 60 days. ORA may dispose of project inspection files after a period of ten years. Client may request in writing to extend the file retention period or obtain custody In lieu of disposal, subject to mutual agreement upon a retention/custody agreement, including fees to be paid ORA_ 9. Entire Agreement: This agreement constitutes the entire understanding of the parties and there are no representations, warranties or understandings made other than those as set forth herein. This agreement may be modified only in writing, signed by each of the parties, No work can be performed prior to written acceptance of this proposal. Department of Labor and Industries STATEMENT OF INTENT TO �� STATf Prevailing Wage ,s PAY PREVAILING WAGES (360)902-5335 - www.lni.wa.gov/prevailing wage 'y< aN�, Public Works Contract $25.00 Filing Fee Required • This form must be typed or printed in ink. Project Name Seneca Avenue NWContract #CAG0 21 61 • Fill in all blanks or form will be returned for correction (s a k). & NW 2nd Street Water Main Replcment • Please allow a minimum of 10 working days for processing. Contract Awarding Agency (public agency - not federal or private) City of Renton APPROVED FORM WILL BE MAILED TO THIS ADDRESS Address— — -- Contractor, company or agency name, address, city, state & ZIP + 4 0 55 South Grad B & L Utility, Inc. 7101 Sexton Road Snohomish, WA 98290-6252 �..------ -___....----------- Prime contractor (has contract with the public agency) Contractor Registration No. B&L [Utility, Inc. TAT�UTII*054D1 Craft/t rad e an d occu pation (Do NOT list apprentices) Owner Operator Flagger - Journ�_Level — General Laborer Pipe Layer Backhoes, (75hp &_under) 'Dump Truck & Trailer Company name, address, city, state, ZIP+4 B & L Utility, Inc. 7101 Sexton Road Snohomish, WA 98290-6252 Contractor Registration No. UBI BLUTII*054D1 601 614 738 Email address Phone number Blutilityinc@aol.com (425)335-5577 APPROVED: Department of Labor and Industries JIM Mp.ISTENSfN R_1j114 't 12 By Wa —ty State ZIP + 4 tenton WA 98005 Awarding Agency Project Contact Person Phone # tick Moreno (425) 430-7208 County where work will be performed City where work will be performed Ung Renton Bid due date (m/d/y) Date contract awarded (m/d/y) 10 07 02 10 21 02 Do you intend to use subcontractors? Do you intend to use apprentices' f 7 Yes C3 No `3Y Yes C1 No Fi�Estimated Rate of Rate of hourly no. HourlyHourly Pay fringe benefit of workers of workers 1 $26.18 /; incl. $30.86 $31 .34 $37.24 $35.47 Indicate total dollar amount / of your contract $ 189,887.76 I hereby certify that the above information is correct and that all workers I employ on this Public Works Project will be paid no less than the Prevailing Wage Rate(s) as determined by the/ Industrial Statistician of the Department of Labor and Industries! l the Signature Secretary Check Number: Issued By:— For L&1 Use Only Cam( ]V' — Amount: RECEIVE NOV !920U, CITY OF RErJTOr, UTILITY SYaTayls. F700-029-000 statement of intent to pay prevailing wages 2-02 After APPROVAL. send white copy to Awarding Agency. Canary copy - L&1 ..'ity . of Renton �: 1055 South Grady Way runts Payable W-9 Vendor Form Renton WA 98055-3232 To add your business to our vendor file, please complete this form and return it by e-mail or U.S. mail or fax. Phone: 425.430.6918 or 6919 Tax >m #: 91-6001271 E-mail: tschuld(d,)ci.renton.wa.us. (Tracy Schuld) Fax: 425.430.6855 nbeardsley(&ci.renton.wa.us (Natalie Beardsley) Business Information Business Name: B & L Utility, Inc. Contact Name: Heather Liffrig Remittance Address: 7101 Sexton Road Snohomish, Washington 98290-6252 Physical Address (if different) same as above l Phone#/Ext.: 425/ 335-5577 Fax: 360/ 568-8743 E-mail: BLUtilityinc@aol.com Business Type (Please Check One) Corporation ® 91 -1 6 7 5 4 8 5 Partnership _ _ vernment Agency Non -Profit Federal Sole Proprietor 11 or What is the official name registered with the IRS for the above number? l If you are not a corporation, is your business subject to 1099 reporting? B & L Utility, Inc. Yes No State of Washington U.B.I. #: 601 614 738 Renton Business License #: 10 0 6 8 Signature: �'y Date 1 0/ 2 8/ 0 2 Printed Name: Heather P. Liffrig ddforms/APVendor 1/21/02 bh �Y. CITY OF RENTON ♦ ♦ 1055 S. GRADY WAY "R RENTON, WA 98055 VENDOR: 072200 SEATTLE DAILY JOURNAL COMMERCE PO BOX 11050 SEATTLE, WA 98111 FOB Point: Terms: net term Req. Del. Date: Special Inst: Quantity I Unit Bid Call Seneca Av NW watermain �,'Repicmt, Inv. 3133630 - Page 1 1 10/10/2002 18/000014 SHIP TO: cr%py T\ Req. No.: Dept.: PLNG/BLDG/PUB WKS UTILITY SYS Contact: FERKINGSTAD, LINDA Pre -Assigned PO#?: NO fi BILL TO: Account Number Work Order Function Number E 421.000500.018.5960.00D3t.t5-,@55170 5170/5110 Unit P ;n . A SUBTOTAL TAX FREIGHT TOTAL 257.60 257.601 I 57.60 ,attle )ally lJourn f Commerce BOX 11050, SEATTLE, WA 98111 206-622-8272 • FAX 206-622-8416 ederal I.U. ADVERTISING 91-0193790 INVOICE and STATEMENT BILLING DATE 13 B 11.0/01/02 - 1.0/01/02 ICi.t.y of Renton I 10/01./02 City of Renton BILLED ACCOUNT NUMBER Office of City Clerk 1055 S GRADY WAY :027 Renton WA 98055 ADVERTISER/CLIENT NUMBER 257.60 1 3133630 INet 30 PLEASE DETACH AND RETURN UPPER PORTION WITH YOUR REMITTANCE Ofo" T 0 4 2002 c,ry� �RKva°Fie DATE NEWSPAPER REFERENCE DESCRIPTION -OTHER COMMENTS/CHARGES SAU SIZE BILLED UNITS in TIMES RUN M RATE GROSS AMOUNT NET AMOUNT ,9/23 14981.6 BC : WTR272788/WATE.R MAIN 1 x921._ 1 1.28 .80 09/23 MAIN REPLACEMENT PROTECT 921_ 1..40 PO #MICHEL_E NEUMANN SUZANN L.OMBARD 0/01 14981.6 BC:WTR272788/WATER MAIN 1x92L.. 1. 128.80 10/O1 MAIN REPI...ACEMENT PROJECT 92l.. 1.40 PO #MICHELF NEUMANN SUZANN LOMBARD ^ ho CITY OF RENTON UTILITY SYSTEMS^ _ a� l , :;9��, 5.0551 0 p FATEMENT OF ACCOUNT AGING OF PAST DUE AMOUNTS SaITM �mP BOX 11050, SEATTLE, WA 98111 �i journ f Commerce 206-622-8272 • FAX206-622-8416 ' UNAPPLIED AMOUNTS ARE INCLUDED IN TOTAL AMOUNT DUE 3133630 110/01/02 -- 10/01/02 13027 ICi-ty of Renton in CITY OF RENTON CITY CLERK'S OFFICE MEMORANDUM 1?'ECF1V D OCT - 7 2002 C/T y OF RENT UTILITY S"S7 O1U tN1S DATE: October 4, 2002 TO: Rick Moreno FROM: Suzann Lombard City Clerk's Office (filling in for Michele Newmann) SUBJECT: Legal Publication, Daily Journal of Commerce The attached billing for the Seneca Ave. NW & NW 2nd St. Water Main Replacement Project, published in the Daily Journal of Commerce on 9/23 & 10/1/02, is being forwarded to you for payment. If you have any questions, please call me at ext. 6521. Thank you. enc. STATE OF WASHINGTON - KING COUNTY --ss. 149816 No. MAIN REPLACEMENT PROJECT City of Renton Affidavit of Publication The undersigned, on oath states that he is an authorized representative of The Daily Journal of Commerce, a daily newspaper, which newspaper is a legal newspaper of general circulation and it is now and has been for more than six months prior to the date of publication hereinafter referred to, published in the English language continuously as a daily newspaper in Seattle, King County, Washington, and it is now and during all of said time was printed in an office maintained at the aforesaid place of publication of this newspaper. The Daily Journal of Commerce was on the 12`h day of June, 1941, approved as a legal newspaper by the Superior Court of King County. The notice in the exact form annexed, was published in regular issues of The Daily Journal of Commerce, which was regularly distributed to its subscribers during the below stated period. The annexed notice, a BC:WTR272788/WATER MAIN was published on 09/23/02 10/01/02 Subscribed and sworn to before me on 10/1/2002 Notary public for the State 6f Washington, residing in Seattle �FJ •, Affidavit of Publication '? . IN State of Washington, King County City of Renton Water Main Replacement Bid Date: Oct. 8 WTR•27-2788 Seneca Ave. NW & NW 2nd St. Water Main Replacement Project CALL FOR BIDS Sealed bids will be received until 2:30 p.m. October 8, 2002 at the City Clerk's office and will be opened and publicly read in con- ference room 511 on the 5th floor, Renton City Hall, 1055 South Grady Way. The work to be performed with- in forty (40) working days from the date of commencement under this contract shall include, but not be limited to; Furnish and install approxi- mately: 1,850 linear feet of 8-inch diam. eter, class 52 ductile iron water main and fittings with polywrap, including 4 fire hydrants, 23, 3/4- inch water services and meter uand 3 connections to existing water main. The work also includes the removal and replacement of asphalt concrete pavement, asphalt patch, erosion control, traffic control, and restoration of public and private properties. Any contractor connected with this project shall comply with all Federal, State, County, and City codes and regulations applicable to such work and perform the work in accordance with the plans - - and specifications of this contract document. A total of forty (40) working days will be allowed for the completion of this project. The engineer's estimate for this project ranges from $205,000 to $230,000. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Approved plans and specifica- tions and contract forms may be obtained from the City of Renton, Planning/Building/Public Works Department, sixth floor Customer Service Counter, 1055 South Grady Way, Renton, WA 98055. There is a non-refundable fee of $50.00 plus $4.40 Tax (Total $54.40) for each set. If ordered by mail, add $5.00 for postage, which is also non-refundable. Orders by mail will not be accepted if received after October 1, 2002. No telephone orders will be accepted, foruestions -regarding this call bids or the plan- holders -lists should be directed to the Public Works Customer Service Counter at the above address or at (425) 430-7200. If a bidder has any questions regarding the project, please contact the Project Manager, Rick Moreno, at 1055 South Grady Way, Renton, WA 98055 or (425) 430-7208. A certified check or bid bond in the amount of five percent (5%) of the total of each bid must accom- pany each bid. The City's Fair Practices, Non - Discrimination, and Americans with Disability Act Policies shall apply. Michele Neumann, Deputy City Clerk Dates of publication in the Seattle Daily Journal of Commerce, September 23, October 1, 2002. 10/1(149816) Page 1 1 �1Y U��, s �� CITY OF RENTON ♦ ♦ 1055 S. GRADY WAY �'—�� RENTON, WA 98055 �'�„r0 VENDOR: 067968 REPROGRAPHICS NW INC 616 8TH AVE S SEATTLE, WA 98104 FOB Point: Terms: net term Req. Del. Date: Special Inst: DATE PO NUMBER 10/8/2002 18/0000122 SHIP TO: COPY Req. No.: Dept.: PLNG/BLDG/PUB WKS UTILITY SYS contact: FERKINGSTAD, LINDA Pre -Assigned PO#?: Yes Quantity Unit Description Unit Price Ext. Price THIS IS A REVISED PURCHASE ORDER Bid Plans & Specs Seneca Av NW "'. 309.86_ Watermain Project Inv. 476001 9/12/02 aw . x e E n xM SUBTOTAL 309.86 BILL TO: TAX 0.00 FREIGHT 0.00 TOTAL 309.86 Account Number Work Order Function Number Amount E 421.000500.018.5960.0034.65.055170 5170/5160 309.86 Customer Focused / Quality Driven REPRO GRAPHIC S 6,11(zsj NORTHWEST INC • WBE Certified • NVOICE 5:00 P.M. 616 8th Avenue South 13029 Northup Way, Ste. 3 Seattle, WA 98104 Bellevue, WA 98005 TIME REQUIRED Tel: 206-624-2040 Tel: 425-882-1880 Fax:206-382-4397 Fax: 425-497-8406 476001 INVOICE NUMBER 09/20/02 DATE REQUIRED 09/23/02 DATE 80316900 S CITY OF RENTON H CITY OF RENTON UTILITIES SYSTEMS DIV. �� F UTILITIES SYSTEMS DIV. GRADY /��' 1055 S GRADl' 1455 S 055S RENTON, WA 98055 T RENTON, WA 9805S � O Ph URSABLE (Y/N) Y C0 :D BY _CIS 18/0000122 Job: WTR-27-2788*NW SENECA AVE W 476001--1 NO. ORIG. NO. COPIES SIZE TOTAL S®.FT./IN. AMOUNT DESCRIPTION 100 BOND SAME SIZE 7-BA EDGE BIND b b 40 40 22X34 1440.0 244.80 40.00 RECEIVED R R E C0 SEP CITY OF RENTO UTILITY SYSTEM Q If �pZlZ/ o,�S, � �L•d 663y, t�6 dSSl�d i/ac�Sob SUB TOTAL 2� (� 80 SALES TAX 25 . Ob SHIPPING • 309 . 86TOTAL INVOICE TERMS: NET 30 DAYS 1.5% LATE CHARGE PER MONTH ON PAST DUE BALANCES PLEASE PAY FROM THIS INVOICE 44 OxfordNO. 152 1/3 ORA 0 ESSELTE 10°/0 Project Title Seneca Ave NW & NW 2nd Street Water Main Replacement Project BID DATE: October 8, 2002 2:30 p.m. B Item N No. Description Unit Est. Quantity 0 1 Mobilization Lump Sum 1 2 Trench Excavation Safety Systems Lump Sum 1 3 Construction Staking/As-Builts Lump Sum 1 4 Traffic Control Lump Sum 1 5 Erosion/Sedimentation Controls Lump Sum 1 6 8" Ductile Iron Pipe, CI.52 (Poly Wrapped) Linear Foot 1,850 7 8" Gate Valve Assembly Each 5 8 Fire Hydrant Assembly Each 4 9 3/4" Water Service Connection Each 23 10 Connection to Existing Water Main Tons 3 11 Concrete Thrust Blocking Cubic Yard 13 12 Removal of Existing fire hydrants, valve boxes and othe Lump Sum 1 13 Select Import Trench Backfill Tons 368 14 Crushed Surfacing Top Course & Crushed Rock Backfil Tons 305 15 Pipe Zone Bedding Material Tons 615 16 Asphalt Patch Class B Material Tons 280 17 Remove & Replace Sidewalk & Driveway Square Yards 40 18 Remove, Restore Lawn, Landscaping Restoration Lump Sum 1 19 Replace pavement markings & Traffic buttons Lump Sum 1 City of Renton Engineers Estimate Unit Bid Price Amount Low Bidder B & L Utility, Inc. Unit Bid Price Amount Bidder#2 Kar-Vel Constriction, Inc. Unit Bid Price Amount 15,000.00 15,000.00 10,000.00 10,000.00 20,000.00 20,000.00 2,000.00 2,000.00 1.00 1.00 300.00 300.00 3,000.00 3,000.00 5,000.00 5,000.00 12,000.00 12,000.00 1,500.00 1,500.00 1,000.00 1,000.00 300.00 300.00 1,000.00 1,000.00 1,000.00 1,000.00 250.00 250.00 55.00 101,750.00 35.00 64,750.00 38.90 71,965.00 650.00 3,250.00 500.00 2,500.00 640.00 3,200.00 2,500.00 10,000.00 3,000.00 12,000.00 2,900.00 11,600.00 800.00 18,400.00 1,000.00 23,000.00 680.00 15,640.00 2,000.00 6,000.00 2,000.00 6,000.00 2,600.00 7,800.00 150.00 1,950.00 250.00 3,250.00 30.00 390.00 1,000.00 1,000.00 2,000.00 2,000.00 600.00 600.00 12.00 4,416.00 8.00 2,944.00 12.00 4,416.00 14.00 4,270.00 17.00 5,185.00 14.00 4,270.00 12.00 7,380.00 6.00 3,690.00 0.25 153.75 65.00 18,200.00 100.00 28,000.00 105.00 29,400.00 40.00 1,600.00 30.00 1,200.00 60.00 2,400.00 3,000.00 3,000.00 1,000.00 1,000.00 6,000.00 6,000.00 500.00 500.00 2,000.00 2,000.00 1,000.00 1,000.00 Subtotal $204,216.00 Subtotal $174,520.00 Subtotal $191,684.75 Tax $17,971.01 Tax $15,357.76 Tax $16,868.26 Total $222,187.01 Total $189,877.76 Total $208,553.01 Project Title Seneca Ave NW & NW 2nd Street Water Main Replacement Project BID DATE: October 8, 2002 2:30 p.m. B Item Unit Est. N No. Description Quantity 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Mobilization Lump Sum Trench Excavation Safety Systems Lump Sum Construction Staking/As-Builts Lump Sum Traffic Control Lump Sum Erosion/Sedimentation Controls Lump Sum 8" Ductile Iron Pipe, CI.52 (Poly Wrapped) Linear Foot 8" Gate Valve Assembly Each Fire Hydrant Assembly Each 3/4" Water Service Connection Each Connection to Existing Water Main Tons Concrete Thrust Blocking Cubic Yard Removal of Existing fire hydrants, valve boxes and othe Lump Sum Select Import Trench Backfill Tons Crushed Surfacing Top Course & Crushed Rock Backfil Tons Pipe Zone Bedding Material Tons Asphalt Patch Class B Material Tons Remove & Replace Sidewalk & Driveway Square Yards Remove, Restore Lawn, Landscaping Restoration Lump Sum Replace pavement markings & Traffic buttons Lump Sum 1 1 1 1 1 1,850 5 4 23 3 13 1 368 305 615 280 40 1 1 Bidder#3 >er underground, Inc. Unit Bid Price Amount 1,200.00 4,500.00 12,342.00 1,000.00 42.00 1,000.00 2,800.00 600.00 1,800.00 350.00 350.00 10.00 18.00 11.00 100.00 80.00 3,000.00 600.00 Subtotal Tax 10,000.00 1,200.00 4,500.00 12,342.00 1,000.00 77,700.00 5,000.00 11,200.00 13,800.00 5,400.00 4,550.00 350.00 3,680.00 5,490.00 6,765.00 28,000.00 3,200.00 3,000.00 600.00 $197,777.00 $17,404.38 Total $215,181.38 Bidder#4 Frank Coluccio Const. Unit Bid Price Amount 10,000.00 10,000.00 200.00 200.00 4,000.00 4,000.00 500.00 500.00 1,000.00 1,000.00 62.00 114,700.00 600.00 3,000.00 3,600.00 14,400.00 800.00 18,400.00 2,600.00 7,800.00 200.00 2,600.00 1,000.00 1,000.00 8.00 2,944.00 15.00 4,575.00 15.00 9,225.00 101.00 28,280.00 50.00 2,000.00 1,000.00 1,000.00 500.00 500.00 Subtotal $226,124.00 Tax $19,898.91 Total $246,022.91 Bidder#5 Gary Merlino Const. Unit Bid Price Amount 4,700.00 4,700.00 5,000.00 5,000.00 5,000.00 5,000.00 1,000.00 1,000.00 1,000.00 1,000.00 46.00 85,100.00 870.00 4,350.00 4,350.00 17,400.00 1,325.00 30,475.00 3,000.00 9,000.00 200.00 2,600.00 5,000.00 5,000.00 30.00 11,040.00 30.00 9,150.00 30.00 18,450.00 81.00 22,680.00 66.00 2,640.00 2,000.00 2,000.00 500.00 500.00 Subtotal $237,085.00 Tax $20,863.48 Total $257,948.48 Revision 10/7/02 Water Prolect (Seneca) Item No. Bid Item Unit Quantity Unit Price Amount 1 Mobilization LS 1 515,000.00 $15,000.00 2 Trench Excavation Safety Systems LS 1 $2,000.00 $2,000.00 3 Construction Stakin /As-Builts LS 1 $3,000.00 $3,000.00 4 Traffic Control LS 1 $1,500.00 $1,500.00 5 Erosion/ Sedimentation Controls LS 1 $1,000.00 $1,000.00 6 8" Ductile Iron Pipe, Cl. 52 (Poly Wrapped) LF 1850 $55.00 $101,750.00 7 8" Gate Valve Assembly EA 5 $650.00 $3,250.00 8 Fire Hydrant Assembly EA 4 $2,500.00 $10,000.00 9 3/4" Water Service Connection EA 23 5800.00 $18,400.00 10 Connection to Existing Water Main EA 3 $2,000.00 $6,000.00 11 Concrete Thrust Blocking CY 13 S150.00 $1,950.00 12 Removal of Existing Fire Hydrants, Valve Boxes & other appurtenances LS 1 51,000.00 $1,000.00 13 Select Import Trench Backfill TON 368 512.00 $4,416.00 14 Crushed Surfacing Top Course & Crushed Rock Backfill TON 305 514.00 $4,270.00 15 Pipe Zone Bedding Material TON 615 512.00 $7,380.00 16 Asphalt Patch Class B Material TON 280 565.00 $18,200.00 19 Remove & Replace Sidewalk & Driveway SY 40 540.00 $1,600.00 20 Remove, Restore Lawn, Landscaping Restoration LS 1 53,000.00 $3,000.00 21 Replace pavement markings & Traffic buttons LS 1 $500.00 $500.00 Total $204,216.00 Tax $17,971.01 $120.10 / I.f. Total $222,187.01 OxfordNO. 152 1/3 ORA 0 ESSELTE 10% �A CITY OF RENTON CITY CLERK DIVISION MEMORANDUM DATE: November 6, 2002 TO: Rick Moreno FROM: Suzann Lombard x6521 S-t,-- SUBJECT: B & L Utility, Inc. CAG-02-161 Seneca Ave. & NW 2nd Water Main Replacement Project The attached original document has been fully executed and is being returned to you. Please transmit the original to the contractor and retain a copy for your file. An original document is also retained by the City Clerk. Thank you. Attachments: (1) CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: November 5, 2002 TO: Larry Warren, City Attorney FROM: Abdoul Gafour, Water Utility Engineering (x-7210) A9, STAFF CONTACT: Rick Moreno, Project Manger (x- 7208) SUBJECT: CAG—02-161 Construction Contract for Water Main Replacement in Seneca Ave. NW Thank you for your prompt review and approval of the subject contract. In your response dated October 30, 2002, you asked that some of the wording in the cancellation clause of the certificate of insurance be stricken out to conform to the City's standard language. We have asked and received Risk Management's approval to allow the existing language to remain because we want to get this contract signed right away so the contractor can start work and be able to complete the project by the end of the year. You also asked about the likelihood of encountering rock during the excavation for the water line based on your dealing with previous claims for rock excavation in this area. We do not anticipate having rock excavation in this area based on our City crew field reports of soils conditions (i.e.: hardpan) found during the repairs of leaks on the existing water line. If rock excavation is required, we will proceed through a change order process to have the rocks removed from the trench line. A copy of APWA standard specification section 7-10.3(7)A on rock excavation is attached for reference. Attachment cc: Jay Covington Mike Webby Gregg Zimmerman \\DAEDALUS\SYS2\SHARED\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2788 - Seneca Ave NW & NW 2nd St. Water Main Replacement\response-to-city-attomey.doe 7-10 'RENCH EXC., BEDDING, AND BACKFILL FOR WATER MAINS 1CH EXC., BEDDING, AND BACKFILL FOR WATER MAINS Where the Plans show the pipe is to be laid above the existing ground surface, an embankment fill shall be made and compacted to conform with the section shown in the Plans, and the water main trench shall be excavated therein. That portion of the embank- ment below the bottom of the pipe shall be compacted with rollers or mechanical compactors under controlled moisture conditions as required under Method B of Section 2-03.3(14)C. 7-10.3(3) Clearing and Grubbing in Ungraded Streets On ungraded streets, where clearing and grubbing is not called for in the Contract, the area to be excavated or filled shall be cleared and grubbed by the Contractor. This work shall consist of the removal and disposal of all logs, stumps, roots, brush, and other refuse within 5 feet of the centerline of the pipe. All such material shall be disposed of in accordance with the Special Provisions. 7-10.3(4) Removal of Existing Street Improvements Removal of existing street improvements and pavement from driveways and sidewalks shall be performed as specified in Section 2-02. Stockpiling of waste materials along the trench will not be allowed. 7-10.3(5) Grade and Alignment The Contractor shall verify the locations and establish the depth of the existing water mains at the points where connections are to be made prior to trenching for the pipelines. The profile shall be adjusted so neither a high spot or a low spot is created adjacent to the connection to the existing water mains. The depth of trenching for water mains shall be such as to give a minimum cover of 36 inches over the top of the pipe unless otherwise specified in the Special Provisions. Deeper excavation may be required due to localized breaks in grade, or to install the new main under existing culverts or other utilities where necessary. Where the profile of the pipeline and the ground surface is shown in the Plans, the pipeline shall be laid to the elevation shown regardless of depth. The excavation shall be to such depth that the minimum cover over the valve nuts shall be 1 foot. 7-10.3(6) Existing Utilities Existing utilities of record, except services, are shown in the Plans. These are shown for convenience only, and the Engineer assumes no responsibility for improper locations or failure to show utility locations in the Plans. The Contractor shall be responsible for protecting existing utilities as specified in Section 1-07.17 and shall be responsible for any damage as specified in Section 1-07.18. When utility services occupy the same space as the new water main, the Contractor shall do all necessary excavation to fully expose such services. The Contractor shall protect said services, and work around them during excavating and pipe laying operations. Any damages to services resulting from the Contractor's operation shall be reported to the appropriate utility. Such damage shall be repaired at the Contractor's expense. 7-10.3(7) Trench Excavation The Contractor shall perform all excavation of every description and in whatever materials encountered to the depth indicated in the Plans or specified in the Special Provisions. All excavations shall be made by open cut unless otherwise provided for. All trenches shall be excavated to true and smooth bottom grades and in accordance with the lines given by the Engineer. The trench bottom shall provide uniform bearing and support for each length of pipe. Bell holes shall be excavated to the extent necessary to permit accurate work in making and inspecting the joints. The banks of the trenches shall be kept as nearly vertical as soil conditions will permit, and where required to control trench width or to protect adjacent structures, the trench shall be sheeted and braced. Trench widths to 1 foot above the top of thgpipe shall not exceed 30 inches maximum or 1'/2 times the outside diameter of the pipe pjW,,8 inches whichever is greater. Standard excavating equipment shall be adjusted so as to excavate the narrowest trench possible. Trench excavation shall be not more than 400 feet ahead of the pipe laying operation and all trenches shall be closed up at the end of the day. The Contractor shall exercise sound engineering and construction practices in exca- vating the trench and maintaining it so that no damage will occur to any foundation, structure, pole line, pipe line, or other facility because of slough or slopes, or from any other cause. If, as a result of the excavation, there is disturbance of the ground which may endanger other property, the Contractor shall immediately take remedial action at no expense to the Contracting Agency. No act, representation, or instruction of the Engineer shall in any way relieve the Contractor from liability for damages or costs that result from trench excavation. Care shall be taken not to excavate below the depth specified. Excavation below that depth shall be backfilled with select backfill material and compacted as specified herein. If workers enter any trench or other excavation 4 feet or more in depth that does not meet the open pit requirements of Section 2-09.3(3)B, it shall be shored. The Contractor alone shall be responsible for worker safety, and the Contracting Agency assumes no responsibility. The Contractor shall submit six sets of shoring plans for approval in accordance with Section 2-09.3(3)D. Excavation and shoring shall not proceed until the shoring plans have been approved by the Engineer. Upon completing the work, the Contractor shall remove all shoring unless the Plans or the Engineer direct otherwise. 7.10.3(7)A Rock Excavation Rock excavation shall cover the removal and disposal of rock that requires systematic drilling and blasting for its removal, and also boulders exceeding'/2 cubic yard. Ledge rock, boulders, or stones shall be removed to provide a minimum clearance of 4 inches under the pipe. Hardpan, hard clay, glacial till, sandstone, siltstone, shale, or other sedimentary rocks which are soft, weathered, or extensively fissured will not be classified as rock excavation. Rock is defined as one which has a modulus of elasticity of more than 200,000 psi or unconfined compressive strength at field moisture content of more than 2,000 psi. Materials removed shall be replaced with selected native materials from adjacent trenches or from imported bedding or backfill as designated by the Engineer. Page 7.30 2000 Standard Specifications — English 1 2000 Standard Specifications — English Page 7.31 ou o�CITY OF RENTON �NT�� HUMAN RESOURCES & RISK MANAGEMENT DEPARTMENT MEMORANDUM DATE: November 5, 2002 TO: Richa d Moreno, Utility Systems FROM: M1 1 Webby, HR&RM Administrator SUBJECT: Insurance Review/ B & L Utility, Inc. CAG-02-161 Replacement of Water Main in Seneca Ave NW I have reviewed the certificate of insurance for the above -mentioned contract. The insurance coverage, provided for this contract, meets the City's risk management requirements. OR,� CITY OF RENTON ..LL Office of the City Attorney J e Tanner, Mayor Lawrence J. Warren MEMORANDUM To: Rick Moreno From: Lawrence J. Warren, City Attorney Date: October 30, 2002 RECEIVED OCT 3 0 2002 CITY OF RENTON UTILITY SYSTEMS Subject: Construction Contract with B & L Utility Inc. for Replacement of Water Main in Seneca Ave NW (CAG-02-161) The contract is approved as to legal form, except the cancellation clause in the certificate of liability insurance needs to be changed by striking the words "endeavor to" and all words after "left" in the third line. I quickly reviewed the supplemental specifications for some mention of pre -work site review and responsibility for encountering rock. I know we had a significant claim some years ago, in this general area, for encountering rock. The City knows there is a quarry nearby. The City won the subsequent suit because of our contract and specifications. Is there any likelihood of encountering rock, or are we following a previous excavation or in any ar ithout rock? Lawrence J. arren LJW:tmj cc: Jay Covington Mike Webby Post Office Box 626 - Renton, Washington 98057 - (425) 255-8678 / FAX (425) 255-5474 ® This paper contains 50 % recycled material, 30 % post consumer RENTON AHEAD OF THE CURVE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: October 29, 2002 TO: Larry Warren, City Attorney FROM: Rick Moreno (ext. 7208) *N. SUBJECT: Construction Contract with B & L Utility Inc. for Replacement of Water Main in Seneca Ave NW (CAG-02-161) Attached is a copy of the above -referenced contract. Please review this contract as to legal form and return it to me as soon as possible. Thank you for your assistance. Attachment \\DAEDALUS\SYS2\SHARED\Fi1e Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2788 - Seneca Ave NW & NW 2nd St. Water Main Replacement\General Correspondence\legalreview.doc\RLM:lf CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: October 29, 2002 TO: Michael Webby- Administrator FROM: Rick Moreno (ext. 7208) SUBJECT: Insurance Documents for Construction Contract with B & L Utility Inc. for Replacement of Water Main in Seneca Ave NW (CAG-02-161) Attached for your review is a copy of the contract documents including the required certificate of insurance. Under this contract in the amount of $189,877.76, the contractor will install about 1,850 feet or water line and appurtenances. The entire project will take about two months, forty (40) working days, to complete. The contractor's insurance company, Bush, Cotton & Scott LLC, is not willing to fill out the City's standard endorsement form. They also would not cross out the language "...the issuing insurer will endeaver to mail 45 days written notice to the certificate holder named. " from their cancellation notice. They would like to call you and explain their reason for not complying with our request. The contact for Bush, Cotton & Scott LLC, is Andy Prill (425) 489-4500. We would like to know if you could waive the above requirement for this project only, since we would like to get this contract completed by the end of the year. If this is not possible, we will ask the contractor to get a different insurance company who can comply with our contract requirements. Attachment H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2788 - Seneca Ave NW & NW 2nd St. Water Main Replacement\General Correspondence\insurance review.doc\RLM:If 6Et%C rr4-'rt I I C October 24, 2002 B & L Utility, Inc. Attn: Heather 7101 Sexton Rd. Snohomish, WA 98290 Re: Certificates of Insurance City of Renton Seneca Avenue NE Dear Heather: Please find enclosed the following: x Certificate of Insurance Also attached are the questionnaires endorsement that you gave me. I was able to complete the questionnaires, but I cannot do the endorsement. The insurance company won't allow it to be attached to their policy. If there are any problems on this issue, please have them call our office and we can explain it. Sincerely, BUSH, COTTON & SCOTT, LLC Cathryn Dail Enclosures SURETY BONDS — INSURANCE 11714 NorthCreek Pkwy, Ste 102 PO Box 3018 — BOTHELL, WA 98041-3018 — (425) 489-4500 FAX (425) 485-8489 t CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: October 29, 2002 TO: Michael Webby- Administrator FROM: Rick Moreno (ext. 7208) If4^ SUBJECT: Insurance Documents for Construction Contract with B & L Utility Inc. for Replacement of Water Main in Seneca Ave NW (CAG-02-161) Attached for your review is a copy of the contract documents including the required certificate of insurance. Under this contract in the amount of $189,877.76, the contractor will install about 1,850 feet or water line and appurtenances. The entire project will take about two months, forty (40) working days, to complete. The contractor's insurance company, Bush, Cotton & Scott LLC, is not willing to fill out the City's standard endorsement form. They also would not cross out the language "...the issuing insurer will eneaver-te-mail 45 days written notice to the certificate holder named. " from their cancellation notice. They would like to call you and explain their reason for not complying with our request. The contact for Bush, Cotton & Scott LLC, is Andy Prill (425) 489-4500. We would like to know if you could waive the above requirement for this project only, since we would like to get this contract completed by the end of the year. If this is not possible, we will ask the contractor to get a different insurance company who can comply with our contract requirements. Attachment H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2788 - Seneca Ave NW & NW 2nd St. Water Main Replacement\General Correspondence\insurance review.doc\RLM:lf October 24, 2002 B & L Utility, Inc. Attn: Heather 7101 Sexton Rd. Snohomish, WA 98290 Re: Certificates of Insurance City of Renton Seneca Avenue NE Dear Heather: Please find enclosed the following: x Certificate of Insurance Also attached are the questionnaires endorsement that you gave me. I was able to complete the questionnaires, but I cannot do the endorsement. The insurance company won't allow it to be attached to their policy. If there are any problems on this issue, please have them call our office and we can explain it. Sincerely, BUSH, COTTON & SCOTT, LLC Cathryn Dail Enclosures SURETY BONDS — INSURANCE 11714 NorthCreek Pkwy, Ste 102 PO Box 3018 — BOTHELL, WA 98041-3018 — (425) 489-4500 FAX (425) 485-8489 c: ..ii, Jesse Tanner, Mayor October 21, 2002 Property Owners and Residents: CITY OF RENTON Planning/Building/PublicWorks Department Gregg Zimmerman P.E., Administrator SUBJECT: NOTICE OF CONSTRUCTION FOR WATER MAIN INSTALLATION WITHIN SENECA AVENUE NW & NW 2ND STREET Dear Resident: The City of Renton will install a new 8-inch water line in Seneca Avenue NW and NW 2nd Street to replace an old and leaking line. The improvements include new fire hydrants and replacement of the water service line to each water meter. Construction will begin in mid -November 2002 and will be completed by the end of January 2003. Construction hours will be from 7:00 a.m. to 5:00 p.m. on weekdays with no work on weekends. No construction activity will take place on the following holidays: Veterans Day - November 1 ltn Thanksgiving & Day After - November 28`s and 291h Christmas & Day After - December 25'h and 26th New Years Day - January I". Access to your residence will be maintained during construction hours. Temporary closures of driveways will only occur when the water main is being installed across each driveway. The contractor will install a permanent asphalt patch over the trench line at the completion of the project. A final full -width street asphalt overlay will be installed in the summer of 2003. The following list of contact persons and phone numbers is provided to assist you with questions and to report any problems that may occur during construction. Organization Contact Person Phone Number City of Renton Rick Moreno, (425) 430-7208 or E-Mail Public Works Department Project Manager rmoreno(Zki.renton.wa.us City of Renton Mark Wetherbee, (206) 999-1829 Construction Services Construction Inspector General Contractor Bill Liffrig, (360) 568-8743 B & L Utility, Inc. Owner and Operator Thank you for your cooperation with the City of Renton during the construction of this project. Sincerely, Rick Moreno Project Manager Enclosure HAFile Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2788 - Seneca Ave NW & NW 2nd St. Water 1055 South Grady Way - Renton, Washington 98055 A. %� L i'I i v A. N ® This paper contains 50 % recycled material, 30 % post consumer AHEAD OF THE CURVE SENEC.A AVENUE NW & NW 2ND STREET WATER MAIN li.l:l'LAC.l:`II:NT Pllt)Jl:CT `YTII-27-271111 0 200 400 1:200 3-4 aN R336,� i3Lu�b .■... aN ..... aN 336".7 aN i3,3GoovSS aN ..... 3 A. '10 aLS" aN aN r3� 133� �/3 voa�0 awn aww awn aN «wr. N ; Ga� -- �, or ..... 13 1° aww aww 134o3(� New-) 1 7 alL04<500)P77minim a���p�7�g vL �tu48�8 S wwa .nNw waw 4v8a�, y 'r CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: October 10, 2002 TO: Toni Nelson, President City Council Members VIA: Mayor Jesse Tanner FROM: Gregg Zimmerman, Administrator STAFF CONTACT: Abdoul Gafour (X 7210) SUBJECT: Adjustment of 2002 Appropriation of Water Utility 421 Fund and Award of Construction Contract for Replacement of Water Main in Seneca Ave. NW ISSUE: The Water Utility requests an adjustment of the 2002 appropriation for the 421 fund (Capital Improvement Projects) in order to award the construction contract for the replacement of a water line in Seneca Ave. NW. RECOMMENDATION: • Approve the adjusted 2002 appropriation to the Water Utility 421 fund budget. • Award the construction contract to B & L Utility, Inc. in the total amount of $189,877.76. BACKGROUND SUMMARY: The Water Utility would like to replace a leaky water main in Seneca Ave. NW, north of NW 2°d St. We have advertised the project for public bidding and received a low bid from B & L Utility, Inc. in the amount of $189,877.76. The estimated total project cost including contingency funds ($40,000) and staff time ($15,000) for project construction management is $245,000. The approved 2002 appropriation for water main replacement projects is $600,000. We have completed two scheduled water main replacement projects in Oakesdale Ave. SW and in East Kennydale, and we have an estimated $80,000 of remaining funds in our 2002 project budget. We request the transfer of $165,000 from the Downtown Core Rehabilitation project budget to the Watermain Replacement budget, since we have not received any request from developers for the City to participate in the replacement or upsizing of water lines within the downtown core. This transfer of funds will not increase the total 2002 appropriation. October 10, 2002 Page 2 CONCLUSION: The replacement of the leaky water main in Seneca Ave. NW will reduce the City's cost to repair the old water line and to fix the streets. It will also eliminate the inconvenience to customers and provide a more reliable source of water for fire protection to residences along Seneca Ave. NW. The Water Uitlity recommends that Council authorize the adjustment of funds in the amount of $165,000 from our 2002 Capital Improvement Project budget to complete the work in 2002. We further recommend that Council award the construction contract to the low bidder, B & L Utility, Inc., in the total amount of $189,877.76. cc: Jay Covington, CAO Bonnie Walton, City Clerk WFILESYS/WTR-27-2788/General Correspondence/Issue Paper to Utilities Committee/AG:lf CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: October 9, 2002 TO: Bonnie Walton, City Clerk dA FROM: Abdoul Gafour (ext. 7210) rwdad Water Utility Engineering Supervisor SUBJECT: Bid Award for Seneca Ave NW & NW 2°d St. Water Replacement Project At the bid opening held on October 8, 2002, for the above project, the City received five bids. B & L Utility, Inc. submitted the low bid in the total amount of $189,877.76. We have checked the low bid and found no irregularities in the bid. The engineer's estimate is $222,187.01. The amount budgeted for this project in 2002 is $100,000. The Water Utility will request Council's approval to re -appropriate the remaining fund balances from other project budgets to construct this project. We will prepare an issue paper to the Utilities Committee prior to the Committee's meeting of October 17, 2002. The Planning/Building/Public Works Department recommends that the bid opening results be placed on Council's agenda of October 14, 2002, for referral to the Utilities Committee Meeting of October 17, 2002, for discussion of funding and award of the contract. Attachment: Bid tabulation CC: Lys Hornsby Rick Moreno Nenita Ching H/F1LESYS/WTR-27-2788/SENECA AVE NW/GENERAL CORRESPONDENCE/MEMO-TO-CITY-CLERK-01/AG OxfordNO. 152 1/3 ORA 0 ESSELTE Me Right of Way Construction Permit Permit No. Franchise No. Date Applicant Address Job No. Kroll Page No. Section TWP. Range CITY OF RENTON Job Description "; bALYEnI 5i1URT FLAT 5 Department of Executive Services Asset Development and Management Section King County 500A King County Administration Building Seattle, WA 98108-0283 Permits 206-296-7456 Fax 206-296-0196 Job Starts/Inspections 206-296-8122 Phone No. ULID No. Bond Amou Emergency Contact Name: Emergency Contact Phone Number: Environmental Assessment Required Date Received Not Required ,1 Existing Assessment El Replacement ❑ Categorically Exempt CONNECT TO TtiE EXISTING WATER MAIN AND INSTALL AHRUXIMATELY 45 FEET OF 8 INCh WATEx :MAIN, FIRE HYDRANT ASSEUBLY, & FOUR WATER SERVICES ON SE 116TH STREET WEST OF 138Th AVENUE SE THIS PERMIT IS FOR KING COUNTY RIGHT OF WAY ONLY. GIVE DISTANCE BY STREET OR ROAD WITH AN ON, FROM AND TO DESCRIPTION. ALL WATER MAIN EXTENSIONS MUST HAVE APPROVAL FROM THE FIRE MARSHAL. ALL UNDERGROUND UTILITY LINES MUST HAVE A MINIMUM 36" COVER. ALL WORK TO BE DONE SUBJECT TO THE APPROVAL OF THE KING COUNTY ROAD ENGINEER. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH KING COUNTY ROAD STANDARDS. The undersigned agrees to comply with provisions, conditions and requirements contained in the "Standards of Good Practice for County Road Departments" published by County Road Administration Board. All work to be done in conformity with conditions and requirements of the King County Code 6.27, 13.24 and 14.44, and the petitioner agrees to prosecute with all diligence and speed with due regard for the rights, interests and convenience of the public. If at the end of 6 months after issuance of permit the grantee shall not have in operation said utilities, then the rights herein conferred shall cease and terminate, unless specific written provisions are made for a renewal or extension. The undersigned, its successors and assigns, agrees if granted the above permit, to comply with the provisions, conditions, requirements, regulations and recommendations herein contained and as may apply to any utility franchise granted the applicant and under whose provisions same is issued. It will respect and protect all property contracts, persons and rights that might be affected by it. INDEMNITY AND HOLD HARMLESS: The Permittee agrees to indemnify and hold harmless King County as provided herein to the maximum extent possible under law. Accordingly, the Permittee agrees for itself, its successors, and assigns, to defend, indemnify, and hold harmless King County, its appointed and elected officials and employees from and against liability for all claims, demands, suits, and judgments, including cost of defense thereof, for injury to persons, death, or property damage which is caused by, arises out of, or is incidental to Permittee's exercise of rights and privileges granted by this permit. The Permittee's obligations under this permit shall include: (a) Indemnification for such claims whether or not they arise from the sole negligence of either the County or the Permittee, the concurrent negligence of both parties, or the negligence of one or more third parties; (b) The duty to promptly accept tender of defense and provide defense to the County at the Permittee's own expense; (c) Indemnification of claims made by the Permittee's own employees or agents; and (d) Waiver of the Permittee's immunity under the industrial insurance provisions of Title 51 RCW, which waiver has been mutually negotiated by the parties. In the event it is necessary for the County to incur attorney's fees, legal expenses, or other costs to enforce the provisions of this section, all such fees, expenses, and costs shall be recoverable from the Permittee. In the event it is determined that RCW 4.24.115 applies to this permit, the Permittee agrees to defend, hold harmless, and indemnify King County to the maximum extent permitted thereunder, and specifically for its negligence concurrent with that of King County to the full extent of Permittee's negligence. Permittee agrees to defend, indemnify, and hold harmless the County for claims by Permittee's employees and agrees to waiver of its immunity under Title 51 RCW, which waiver has been mutually negotiated by the parties. Signature of Applicant Application Received -�0%1�i Entered 10118102 Permit Fee $_ Permit Issued 10/29/02 By: D . }SO LAi: Date Permit Clerk This application is granted subject to the requirements and conditions thereof as listed below and on back of page. 1 . A King County inspector will be assigned to the project for inspection of road restoration. Costs of inspection applicable to the project will be reimbursed to the County monthly by applicant. Permittee is required to notify Asset Development and Management Section at 206-296-8122 between 24 and 72 hours before starting work. Failure to give notice will result in the assessment of a one hour inspection time charge against the permittee. This assessment is in addition to any other remedy available under law or equity which the County may wish to pursue and shall not be construed as an election of remedies by the County. 2. All hard surfaced roads to be jacked or bored. Exceptions will be on a case -by -case basis with the express permission of the King County Department of Transportation. 3. One-way traffic at all times. Signs and traffic control will be in accordance with the manual on uniform traffic control devices for streets and highways. 4. Asphalt to be neat line cut 1 foot back from trench. Restoration as a minimum shall include 6-1/2" of crushed surfacing top course and 2" asphalt Class "B" or replaced to original condition. 5. It is the responsibility of the grantee to notify all utility districts and private property owners when such property is liable to injury or damage through the performance of the above work. Call 1-800-424-5555 48 hours in advance for underground utility location. This instruction does not relieve the grantee from required notification of County inspects specified in paragraph 1, above. APPROVAL ON FILE Approved by Manager Engineer (SEE REVERSE SIDE) .®tzozM 1642-KC Front (Rev. 8/02) Blue: Original Canary: Billing White: Applicant Pink: City Green: Inspector Directions Regarding Permits Note: Right of way shall mean any Street, Avenue, Alley, Road or Lane Public Place shall mean any Bridge, Trestle, or Wharf. Applicants for permits to occupy County property with utilities, or holders of granted franchise rights, who are planning construction work upon, along, over, under or across any County right of way or public place must file an application with the King County Asset Development and Management Section, 500 A King County Administration Building, Seattle, Washington 98104. The application shall be accompanied by drawings (in triplicate) drawn to working scale, commonly 50 to 100 feet per inch. It shall describe the nature of the work, and show the location of same on a map, giving names, or numbers, and width of roads and streets. It must also show location of work with reference to platted subdivisions, and section, township and range, and must show the location of work relative to existing utility facilities which may be affected. Review of the application must conform to the County Environmental Policy Act (King County Code 20.44). Applicants shall specify the type of construction in detail by submitting plans which show the class of material and equipment to be used. All such material and equipment shall be of the highest quality. The manner of excavation, filling, construction, installation, erection of temporary structures, traffic turn outs, road obstruction and barricades, shall conform with County standards and shall be approved by the County Engineer in advance of work. Signs and barricades and traffic control in the vicinity of any work shall conform with provisions of "Part VI Manual of Uniform Traffic Control Devices for Streets and Highways." Before the work is accepted for the County by the County Engineer, all of the direct costs and expenses involved in administering said permit must be paid to the County by the applicant. These include labor charges for examination, inspection and supervision of work in progress by field personnel. Any deviation from the proposed plan, resulting in what is commonly known as the "As Built" location must be approved in advance by the County Engineer. Change notice must show "As Built" position relative to grade line and centerline of right of way and any other installations in the right of way. Permit - Terms and Conditions 1. The grantee, its successors and assigns, is given and granted the right and authority to enter upon the right of way or public place for the purpose of performing the work described in this permit and approved by the County Engineer or the Engineer's agent. 2. Before any work commences the site must be inspected by a County Representative and approved by the County Engineer with respect to: a. location e. Mode of operation of the installed facility b. type of construction f. Manner of maintenance of installed facility c. materials and equipment to be installed g. Method of safeguarding public traffic both during working hours and during non -working hours d. manner of erection or construction while the project is under construction 3. After the installation, operation, maintenance, or removal of a utility or facility the grantee shall restore all rights of way and public places to the condition which is equivalent in all respects to the condition they were in before starting work. All work to meet the approval of the County Road Engineer. 4. In the event that any damage of any kind is caused by the grantee in the course of performing work authorized by this permit, the grantee will repair said damage at its sole cost and expense. Repair work shall begin without delay and continue without interruption until completed. If damage is extensive, the time allowed for repair will be prescribed by the County Engineer or the Engineer's agent. 5. The County Engineer, his agents or representatives may at any time, do, order, or have done any and all work considered necessary to restore to a safe condition any area left by the grantee in a condition dangerous to life or property and upon demand the grantee shall pay to the County all costs of such work, materials, etc. 6. When the County deems it advisable to change the alignment or grade of any right of way or public place or structure by widening, grading, regrading, paving, improving, altering or repairing same, the grantee upon written notice by the County Engineer or the Engineer's representatives will at its own sole cost and expense, raise, lower, move, change or reconstruct such installations to conform with the plans of work contemplated or ordered by the County Engineer according to a time schedule contained in the written notice. 7. Penalties up to One Thousand ($1,000) dollars per day may be imposed by the County Engineer, if the grantee delays relocation of facilities beyond the time limits prescribed by the County Engineer. The County Engineer reserves the right to order its own agents or representatives to accomplish the desired change, and all costs of relocation or removal shall be borne by the grantee. 8. All such changes, reconstruction or relocation by the grantee shall be done in such manner as will cause the least interference with any of the County's work. The grantee shall have seventy-two (72) hours written notice by the County Engineer or the Engineer's representatives of any blasting contiguous to the grantee's permit rights in order that it may protect its interests. 9. This grant or privilege shall not be deemed or construed to be an exclusive franchise. It does not prohibit the County from granting other permits or franchise rights of like nature to other public or private utilities, nor shall it prevent the County from using any of its roads, streets, public places for any and all public use, or affect its jurisdiction over all or any part of them. 10. All the provisions, conditions, requirements and regulations herein contained shall be binding upon the successors and assigns of the grantee and all privileges of the grantee shall be given to such successors and assigns as if they were specifically mentioned. 11. The County Road Engineer or Asset Development and Management Section Chief may unilaterally revoke, annul, or terminate, revise or amend this permit without cause and for any reason including, but not limited to: (a) Grantee's failure to comply with any provision, requirement, or regulation herein set forth; (b) Grantee's willful neglect of, or failure to heed or comply with, notices given it; (c) Grantee's facilities are not installed, operated, or maintained in conformity with conditions herein set forth; (d) Grantee's failure to conform to any applicable law or regulation as currently exists or may hereafter be enacted, adopted or amended. 12. Grantee by accepting this permit agrees to obtain information from all utility departments regarding location and current status of their installations before starting work. Private property owners adjoining, or in proximity to the right of way shall be notified when such property is exposed to the possibility of injury or damage through performance of this project. The grantee shall make all advance arrangements necessary to protect such property and/or utility from injury or damage. 13. The issuance of this permit to the grantee does not in any way relieve the grantee of any other applicable law in performing the work subject to this permit. 14. In all hiring or employment made possible resulting from the granting of this permit, there shall be no discrimination against any employee or applicant for employment because of sex, sexual orientation, age, race, color, ancestry, religion, national origin, marital status or the presence of any sensory, mental or physical handicap, unless based upon a bona fide occupational qualification, and this requirement shall apply to but not to be limited to the following: employment, advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. No person shall be denied or subjected to discrimination in receipt of the benefit of any services or activities made possible by or resulting from the granting of this permit on the ground of sex, sexual orientation, race, color, ancestry, religion, national origin, age (except minimum age and retirement provisions), marital status, parental status, or the presence of any sensory, mental or physical handicap. Any violation of this provision shall be considered a violation of this permit and shall be grounds for cancellation, termination or suspension in whole or in part of the permit by the County and may result in ineligibility for further County permits. The permittee shall make the best efforts to make opportunities for employment and/or contracting services available to women and minority persons. The permittee recognizes that the County has a policy of promoting affirmative action, equal opportunity and has resources available to assist permittee in these efforts. 15. This permit and any underlying franchise does not authorize the cutting of trees with a trunk diameter greater than four (4) inches unless such authorization is specifically granted in writing by King County. 16. If the permittee fails to perform its obligations herein, vacate the premises, remove its facilities, restore the property as required, or comply with any condition or applicable regulation or law, the County shall have, at their option, the right to pursue any remedy or remedies available at law or equity including, but not limited to, the right to proceed under the provisions of Title 59 of the Revised Code of Washington. 1642-KC Back(Rev.8/02) • LETTER OF TRANSMITTAL Date: October 30,2002 To: Billy Liffrig B & L Utility, Inc. 7101 Sexton Rd. Snohomish, WA 98290 From: Rick Moreno, Project Manager City of Renton Water Utility 1055 So. Grady Way Renton, WA 98055 SUBJECT: Seneca Avenue NW & NW 2nd Street Water Main Replacement (WTR-27-2890) CONTRACT CAG-02-161 SUBMITTALS AS NOTED BELOW COPIES DATE DESCRIPTION Manufacturer STATUS Bid Item 1 10-28-02 Ductile Iron Pipe, Cl. 52 U.S. Pie NET 6,8 1 10-28-02 Poly Wrap Tape Trumbull NET 6,8 Industries, Inc. 1 10-28-02 Ductile Iron Fittings Tyler Utilities NET 6 1 10-28-02 Gate Valve Assemblies Mueller 2360 NET 5 Series 1 10-28-02 Valve Box Olympic Foundry NET 5 1 10-28-02 Fire Hydrant Assembly Mueller NET 8 Super Centerion 250 1 10-28-02 Storz Adaptor Harrington 4" NET 8 Seattle thread x 5: Storz 1 10-28-02 2" Permenant Blow off Kupferle A W C C.O. # 1 Assembly 1 10-28-02 Water Meter Box Lids Mid -States NET 9 Plastic, Inc. 1 10-28-02 Water Meter Box Mid -States NET 9 BCF Series MSBCF 1324-12 l 10-28-02 Water Meter Box -�'` 6, C , Fo tite B-10 9 N &T 9 1 10-28-02 Corporation Stop Mueller NET 10 H-15008 1 10-28-02 Copper Meter Setter Mueller NET 10 B-2470 1 10-28-02 Service Fittings Mueller NET 10 Compression Coupling H- 15451 1 10-28-02 1 Type K Copper Tubing 3/a" Cerro NET 10 H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2788 - Seneca Ave NW & NW 2nd St. Water Main Replacement\Construction Correspondance\submittalFORMI.DOCsubmittalFORM1.DOC\ Status Code: NET No exceptions taken RAR Revise and Resubmit (see remarks below) R Rejected (see remarks below) AWC Approved with comments (see remarks below) Remarks: AWC 2" Permenant Blow -off Assembly, Submittal approved and shall reflect change order to job because no pay item on bid provided. Please submit proposed item installation cost. Missing documentation for: Valve marker posts, Carsonite Utility Marker or equal Raised Pavement Marker Type 88 AB, Stimsonite two-way blue Poly -Pig, equal to Girard Industries AquaSwab AS 3/a" SST747 Superstar Tie -Bolts Joint Restrainer, Star National Products or equal Source and Pit Number for: Select Import Trench Backfill Crushed Surfacing Top Course & Crushed Rock Backfill & Shoulder Restoration Pipe Zone Bedding Material Asphalt Class B for Trench Patching Concrete Thrust Blocking & Dead -man Anchor Blocks u- -y /o-31-aZ Rick Nforeno, Project kana&4 Date NOTE: CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. ANY ACTION SHOWN IS SUBJECT TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR: DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE: FABRICATION PROCESS AND TECHNIQUES OF CONSTRUCTION, COORDINATION OF HIS WORK WITH THAT OF ALL OTHER TRADES AND THE SATISFACTORY PERFORMANCE OF HIS WORK. H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2788 - Seneca Ave NW & NW 2nd St. Water Main Replacement\Construction Correspondance\submittalFORMI.DOCsubmittalFORM1.DOC\ (0", CITY OF RENTON HUMAN RESOURCES & RISK MANAGEMENT DEPARTMENT MEMORANDUM HECEIVED DATE: March 13, 2003 MAR 14 2003 TO: Rick Moreno, Utility Systems CITY OF RENTON UTILITY SYSTe-MS FROM: 7*11k y, HR&RM Secretary I SUBJECT: Project Documents B & L Utility CAG-02-161 Seneca Ave NW & NW 2 Street Water Main Replacement Project The attached project document has been tracked to you. Please complete the questionnaire and return to Travelers. If this project is complete, please let me know and I will cancel the certificate. General Contractors f"4 N 4114C, Water 6 Sewer G�TY OFS SN'�S UT LIN B&L Utility, Inc. Office: 425-335-5577 • Fax: 360-56B-B743 lic.#: BLUTII"05401 • 7101 Sexton Rd., Snohomish, WA 913290 RENTON CONCRETE RECYCLERS 22121 17th Ave. S.E., Suite 117 -Bothell, WA 98021 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 No 54101 (BLACK RIVER QUARRY SITE) SITE PHONE: (206) 772-2278 BUSINESS OFFICE: (425) 481-9101 Date: Customer: Address: Delivery Address: Special Instructions: Hauler's Name: U CASH Phone: Scaleperson: CHARGE TRUCK# TIME MATERIAL GROSS TARE NET NETTNDS PRICE DRIVER'S SIGNATURE Subtotal DRIVER'S s=' Tax SIGNATURE: _ Total NOTICE: It is specifically agreed that this company shall not be in anyway responsible for damage to customer's property, resulting in deliveries beyond curb line. TERMS: NET 15 DAYS from the end of the month. A finance charge will be assessed on all past due accounts at a rate of 1 1/2% per month. Annual finance charge of 18%. RENTON CONCRETE RECYCLERS 22121 17th Ave. S.E., Suite 117 - Bothell, WA 98021 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 N o54086 (BLACK RIVER QUARRY SITE) SITE PHONE: (206) 772-2278 BUSINESS OFFICE: (425) 481-9101 Date: Customer: Phone: Address: Delivery Address: Special Instructions: Hauler's Name: Scaleperson: ❑ CASH CHARGE TRUCK # TIME MATERIAL GROSS TARE NET NET TNDS PRICE DRIVER'S SIGNATURE Subtotal DRIVER'S Tax SIGNATURE: Total NOTICE: It is specifically agreed that this company shall not be in anyway responsible for damage to customer's property, resulting in deliveries beyond curb line. TERMS: NET 15 DAYS from the end of the month. A finance charge will be assessed on all past due accounts at a rate of 1 1/2% per month. Annual finance charge of 18%. STONE+ RENTON (Plant #10) 1915 Maple Valley Hwy., Renton WAY SFATTI F (Plant N1113Rr19 F Mna inn1 W q ga,r,lo DELIVERY TICKET CONCRETE TUKWILA (Plant #12) 17024 W. Valley Hwy., Tukwila SALES/PLANT & ACCOUNTING: 9125 TENTH AVENUE SOUTH CEDAR SHORES (Plant #20) 21010 Cedar Grove Rd. S.E.. Maple Valley ORDER DESK (425) 226-1000 SEATTLE, WA 98108 • (206) 762-2566 A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY, INC. FAX (425) 228-4924 TICKET TIME H, LEAVE PLANT ARRIVE JOB BEGIN POUR FINISH POUR LEAVE JOB ARRIVE PLANT PM DATE CUSTOMER NO. ORDER NO. PROJECT PLANT # CUSTOMER NAME CUSTOMER P.O. JOB NO. DELIVERY TICKET NO. JOB ADDRESS --- COLLECT ON DELIVERY (C.O.D.) ❑ CASH ❑ CHECK # ]CHARGE MAP ZONE CARD # EXP. / SPECIAL INSTRUCTIONS ❑ VISA ❑ MASTERCARD ❑ DISCOVER •• PRODUCT• • JOB TOTAL SLUMP SPACING ORDERED BY SUB -TO TAL TRUCK N0. DRIVER REMIT TO SALES TAX 9125 10th AVE. S. WATER ADDED ON -SITE CYLINDERS AUTHORIZED BY: SEATTLE, WA BALANCE FORWARD 98108 ❑ YES TERMS ON REVERSE TOTAL AMOUNT gals. to full load ❑YES REASON FOR DELAY TIME: gals. to 2/3 load ❑ JOB NOT READY ❑ LACK OF HELP ❑ ADDING WATER ❑ WHEEL BARROW JOB ❑ YES ❑ ARRIVED JOB EARLY ❑ TRAFFIC ❑ TRAIN ❑ DRAW BRIDGE gals. to 1 /3 load ❑ WAITING FOR TRUCK TO UNLOAD ❑ PUMP BLOW -BACK ❑ NONE ❑ WAITING ON PUMP ❑ WASH PUMP ❑ OTHER ADDITION OF WATER WILL REDUCE - WARNING- RELEASE — CUSTOMER RELEASES AND AGREES TO HOLD HARMLESS STONEWAY CONCRETE, IRRITATION TO A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY, INC. FOR ANY DAMAGE TO HIS REAL STRENGTH. WATER ADDED AT SKIN AND EYES OR PERSONAL PROPERTY CAUSED BY DELIVERY OF MATERIALS LISTED ABOVE. DETAILS OF SITE CUSTOMER'S OWN RISK. SEE REVERSE (16) AGREEMENT ACCESS ON BACK (5). 7 MINUTES PER CUBIC YARD NOT RESPONSIBLE FOR COLOR CUSTOMER SIGNATURE UNLOADING TIME INCLUDED. VARIATION OR Additional unloading time charged at current hourly truck rate. SURFACE DISCOLORATION PRINT NAME DATE BATCH DATA: DELIVERY TICKET NO. REV 4/00 NBF CUSTOMER'S COPY • _ IF y 4 w ov— TIERMS, COItIDITIEaNS Ahb W/ -Ft,,�t1G5 ` t — �♦ • 4 t. bREDIT. Condition -precedent to Sol leraobligation to perform any and all Fredit ,erms of p yrnerit:"Vetlp set forth in this Contract, In" i ettcmy, such fiecitlr te*4 ail delivedes Under this Contract are "Collect On Delivery' (C.O,0 J. Purchaser sgitipes upon rdqu -ij( tp turrush Seller such information aS is,.re oly necessary for Soifer to _ determims Purchaser's financial condition, SeIIW'goblig n io perform iindan this C1oti�ract {s sub�eofkto.ihe condltron.precad@at thilt'Sefl@t-.shall tsave thirty (30j'days from i mmatof the executhd Corltractt frorn `Purchaser. so ttte a credit depar6ent may f'leview and approve or disapprove any credit tatms df payManf specified.In�this ipontivaL - 2: TERMS OF'PAYM#NT. All fnvtl(ces are due for.payment by the _d6iy�'alter the date IR invoice.-`gervica charges of isms and o quarter percat+tit•2595? per fnaAlf+wTll tie } payable on atl,pasf.due Invoices-iDf thirty'(30) days or older. CREDIT CARDS,AREACCEPTErD AT TIME OF PURCHASE ONLY. IF'PAYMENT IS MAD BY SANKCPRO AFi'ER L-iiURCHASE DATE , -A, 6%, FEE WILL BE INCURRED. Its service `climes is a s8e tr mitsCbe paid iit order t6maintaln art appn account Pufchtasar sri make all paytronto,4" hereunder in lawfwf money of thit'Llnited States'arld In accordanaowith,the tenTs hereof, without any:retention arid without regard to any ac]reament Purchaser may have with. ocher parliea„ $fiould. i¢gell+action be initiated to collect this invoice, the prsvallbrig party shall be arttitled Wtecover reasonable attomey',feas and -costs, Inclu pals, ba ttl�, and post-iudgemsnt collection efforts. STOI;*Wq GONC"`RdUTINELYFtCI EXESES-THEIfi RfCHT TO SEND MATERIALMAN'S NdTtCftQNA B. 3. TAAFk. All federal, state and itar I taxes, assessments, fees, duties ttri#hargps levied by reason of, thittrfroposal ;are in addition to prices •quoted herein and shah bis gild by 4 Purchaser. _ 4. SCHEDUUN0. Chanm�er yariations'from original dolkory request shaflibe conveyed through Sellers dfapatch office artd.nc other Selleei agdr(i (including, bait not a 9D. drivers. quality sasurahce personnel or sales representatives). , 5- RLIVew CONDITfON8. lilt concrete deliveries will be made'•in coperetit transitrnixor1rucks unless otherwise noted. Slood'Palrchaser htzs aquested Ston r D monof Clary fAgriino deAtitruction 4bmpgny, Ina (Seller) to make u-so of a path fAr'jfis. delivery of mattulala and access to the project.requiring,trucks to l beyond, doundaries. gt.the'nearest traveled pub8c'hlphway. `Seller has advised that due to the *e and wp�.ht of trunks, damaga;tb the premises and/or adjacent proberty, or persf�ftai �! injury mgy ot:qul and 41ist trucks may bedtime damaged, disablbd or stuck if Sailer ilia tre8 use of flee oaf rlsrjiiested. Seller has further advised that If is Shaer p0 pY tPjet l requiring Soer's'lrueks travel beyond the nearest highway to c"in access to the job site are at the tick ofthe Ptuchaser and that Seller "surtias no liability for proRerty dsrtyge Sr personal Injury that fitay resutf. Purchaser ag_raes to esafte responsibility. to Seiler and third partles for ptppeRy damage, personal injuries, truck towing and wi06hing. eapensas`, and/or damage to .Seller's trucks shou(p the trucks become damagedi, djs.abloa or stuck as s resultof Seller making use of the path requested or loathe delivery of tritilefii;ls and ao'ciss to the: project site. • Purchaser also agrees to indemnify, hold harmless, and defend Seller from any claims. demands, los-sas, and hatigitlos to or by third totfr br aRrmetited with.th leer ' j p t tadpattl for ftdelivery of 0 rialliwhothef claims Ino X. rue or false roaof i di* i trcw �r�st,t ow , Putt s tfid it r "out dl` , r_ �aTitrikt n #'*Sty, 4t t�apy lfaarl9 . a Po agents and'emdloyses. and (by the Purchaser shall apply only !e the extent of the i>agllgence of the Purchaser or its agents and employees. For the purpose of the Purollasbr'a ; r ndemniiicet%n obiigatloir only, Otte P1Di chaser speciffcatly and expressly waives, any, immunity that -may biegranted it under the Wastitngton,Stste Industrial Inatiranca Title St. RCW: Plrts waiver does'notpermit a d{rect itatirin by,the Purahasara employees against th0 Purchaser. ffuitftec-liN indemnification bbilgation under this Agreed riotbk. 1 ' iim)ted in any yray'by any Nmltation on the amt�prtitiat•type of damages, compensation or benefits payable ►o or for any third party under workers Compensation sab�l bei?ef'd acts. or their employee benefif ;acts. This promise of indemnity specifieally.appties in the Oase oiAnlurias to the undersigned's own employees, The 6 to dptend, indemnify anOftid Sefter harmless shalt include.•as to ail claims;' demands, losses, and tiabilRy to which It ap lies,'Sellers personnol ralat costs, !T attornay"s fees, court costl and all other ctatrrrrolated expenses, Inclui" attorney's fees and -other costs incurred by Seiler to 'anf and +astebfiat3 . ° i Agreement. Upon Seller's tender of diafe A under this Agreement, the & urchaser agrees to appoint counsel of Seller's choice to defend against third p$I t� Ida responsible'tar ineansand methods of placement of randy milted aorioete or aggregate p counsel will beat yhe sale expense of the PurCbas. ;Seffer is not txldtit ot5 a p j �. WASH OW AREA. 'It will be the Purchasers'tesponsibility to provide a suitable area for trucks to rinse and clean before leaving the job site. An additional dhara ww lye:rnade W load if a wash out area Is not provided. 7. Pl✓tlYIP HOLDS AND BL'OWBACK. Seller holds no'responsibility, oro'bliganan of communication to Purchaser when Pump Company holds or release8 oixiers Service 4 d Punt er will bed tQ the best f Selfar's abilit opting Purchaser may:notjageive original rate of lour re4u�ted It is_ the r ortsfibilttyof Purri� Codtpany to. notTy Pure Ails; of:ell holds and re s l im y eldCa as incurred during Pump Company c6�in: ep','ot blowbadk• will be 1td - !b Purchaser., Arraddit anal ci�enge eE s nlscretion. will lid t contri to to clean up process. & `POINT OF-AG�- _fit. acceptanceJs. at the truck dhuts. Sallef quill not crept responsibility for physica{ichanges•dit t ie cortcre caused bytQoB Belays; VOW `q(r tircumstar494 beyond our control. �. o t_. , 9'. RFAWMIX CON asertli"s that all r�eadymixcoRcrete testing, including. concrete strength testing for acceptance. shall be In acco►itance with AM, UBC arb ACI an z� a copy of all test results,witilin three (3). wottantt daysr.11the pdocirrnance of said"[es j10. NOTIFICATION O • t PRE$$IVE STRENCiT#! TE 1 RESULTS. Purchaser agrees to notify Seller in venting it twenPy-four (1plours.ei de e(ent ON oomprss eve tD nteSt'speritmens, 8ndrtaamaka them availabie to Seller for further inspection aneltsstIng. 11. ADDITION OF WIfITER A UlL. It water anQli<rir foaslgri hrtaisrial is a tled�tta the adirtcrefe by or at the request of the`PurGhaser its 8" Oyeesi.dgariisi cpritractors or suki brisC#i►a. ' rtdcejaisthe concrete"as gelivered and�vaives all right tofejeu `revoke acceptance orassert any cfiiiim'tor breach of a warranty and ? Seller is not responsible for pf6peRies of concrete: ; 12, WARRANTY. Seller warranii that, the 6orripressiva gttl of ready. mixed concrete tort specimons tested for acceptance Ai accordanEe with ASTM wIRAle@t the desig _ strongt0or the -MN design sold uiiAr this Cpntrect. ?Aetlet t arrarRB the aggregsts material sold under this Congxet meets the;kk iptlon And specifications toe the Same s (oft - warranties in thia�cordr4t: No other warranties, express or irRpfied, era made wish respect ta, sue (u'oonstructioti materials, whether they be warnties of fitness�or warranties of rmedhaotsbility. Purchaser's exclusivq remedy for breach ot,this warranty shall be to reguirp,Seiler. at Seller's option, to reftind,the Qurchase price., to repair acid material, onto provide purchaser wtt'lh a conforming reptacsment for any non -conforming materials. 'No consequential damages may be claimed Ihy'Purchaseragaigs# Sellerirt'connection wI* ' any br>sach`;tf tl)ig lgreement or breach cl warraniy-Oeieiit.• THE PRt�EEDING RANTY 1S iN LIEN OF AND SELLER HEREBY EXPRESSLY'DISCf_A1MS ALL IMPLIED WARRANTiES'011 MERCHANTAail.l•fry,Af(l[. OF F1TNW FOR ANY RkA*n(5t11 R P ( POSE_ 1 J. LIMiTATI0�1 OIJ DAMAGES. Seller assumes no responsibility for, and shall not be Bible to, Purchaser for any'trnnsequential datnageSincurred b�l Ptjrcf> N, fn Connection wtt(ti this Contract, including without If Ration, Purchaser's lostrprofits, Purchases good will; and any injurytQ person or property proxfrrtstely resut#.'4•from'4goreaeh,bySeller4 i r breach of warranty by Seller. f' a 1. .14. oLAIMS AND BACK CHARGES. Purchaser's exclusive procedure for commencirlairrls unilerltile (ktrtt agpinst Sever for;any reasori, ifrptudirigbreBeN of contract or .,bmachofwarranty,she'llbeasfolW*: Notice of cfeirgt�against5eller-forert.ieasor,'In fridinqb`crtnot to b of contract or warranty, mustbegiven16Seller Inwriting9 witl1fn three {3) yvoHting days after discovery or when recovery should have been made. The wtitten''sh8il Fnce floe reascfn(s) and grountlti tar the dlaim and the dolldr� j a ntorralWaought. FAILURE OF PURCHASERITO: GIVE SUCH NOTICE WNW THREE' rl� V Of.3 140, DAYS SHAbL CON6TI,TUT�,A INAWER BY..PURCHASE t OFyIT�" RIGHT Tg1AnFt M KE-ANi SUCH CLAIM: if*a dispOe' arises and cannot be resolved, "Oertles IflvoivPrf agree to bfttding arbitration thr4iugh rten-legal persatetel'. � 15. TJTLE AND RiSKQF LOSS. Unless otherwise expressiytstated herein, title to the materials sold'heretll der shall remeligV' ith Seller until Seller has received full pa�ntfor the same. Disk of lg of the materials sold under this Contract shall bass to the Purcha"r upon delivery of tiro same. St. the place of delivery designated herein. Thomfter, qR addition -to assuming all risk.of loss, shall be responsible for complianca miith all governmental regulefions aril ordinances with regard to storage or placamentt3f the. ' "same and shaltinilernnlfyand hold Seller harmless against all claims for personafuries; including death, and property' damagearising from the storage, use or haiidBrtg'of said materials 1:6. CONCRETE WARNINGS Injurious tG eyes. Causes skin- Irritation. Avoid cbbtact with ages artiiskin. Wear waterproof gloves, a,fully buttoned long-sleeved shirt, fajll I ttgth trousers, and tight fittittp:eye proteo on when working with these materials. If you heva to stand`in wet eorit et Ilse waterproof boots are Tight at to and high anb"Sh isr {seep concrete Irom. flowing into them. If you are finishing conopte: wear kneepads to protect )cnees, FIRST -All):. if dust is� inhaled, removes to frosh sif,'•Get medical afterttioR irritation persists. Wash wet concrete, mortar, cement, or cement admixtures from your slain with fresh, clean water lmrnaclli y after contact. Inditio contact through clptbktg '_r can be as serlouif as direct contact, so promptly dhste wet concrete, mortar, cement: or cement mixtures from clothing. Seek immed-ia* medical aft0tion if you have persL�fa or severe discomfort. Avoid breathing dust from cutting or grinding hardened concrete. When exposed to concrete dust'atlo'ue recommended limits (se,® MSDS), wear saitab N.IOSHIMSHA-approvo rbspirator. In Of ey;e Contact,' flush with:plenty Of water ,for at least• 1S-minutes, ,Co=AL-kphysician imrpedlaWly . KEEP OUT OF REA64,01F CHILDREN, USER AGREES TO CONM THiS'V1iA *INC&TQ ALL PER 0NS W140 MAY USE OR COME INTO CON*Aa WITH WET (UNHARDENED� CONCRETE, MOLAR. CEMENT O ENTMIXTURES. ' s 1 ' r�: .„�� �. • r = .'} �, _ _ �, ' tiy:: ' = ems` .. _ ICON MATfWIALS P.O. BOX 88050 Tukwila, WA 9813s • 1 •- Aggregate Operations: (253) 839-2101 / FAX (253) 946-1383 ' Asphalt Operations: (206) 575-3200 / FAX (206) 575-3207 ICONM dck 982CF t .rE or..e:.wMEa.. www ealrnaoxs DATE JOB NO. / P.O. NO. PHASE NO. CONTRACT NO. C.O.D. TIME ORDER NO. CUSTOMER I.D. ZONE / MAP OUANITY SOLD TO: DELIVERED TO: n 011 V TRUCK NO. LOADS TODAY TONS TODAY I, t 2 E PLANT NO. PLANT NAME SCALE NO. LOADS TODAY TONS TODAY D z = QUANITY PRODUCT PRODUCT PRODUCT DESCRIPTION PRICE UNIT AMOUNT r UOM NO. y r L C J 1 Lt GROSS WT TARE WT NET WT �^ AMOUNT • - RECEIVED BY: , TAX TOTAL is specifically agreed that ICON Materials will not be liable for any damage to shrubbery, flowers, city sidewalks, roadway or private property in delivering material listed above to I F 1� ICON MATEOLS • P.O. BOX 88050 i I ( Tukwila, WA 98138 I Aggregate Operations: (253) 839-2101 / FAX (253) 946-1383 Asphalt Operations: (206) 575-3200 / FAX (206) 575-3207 ICONM ** 982CF Sn,. (IEVFI WMEM • PnnwG CONl1UCi1iP$ DATE JOB NO. / P.O. NO. PHASE NO. CONTRACT NO. C.O.D. TIME ORDER NO. CUSTOMER I.D. SOLD TO: DELIVERED TO: w +;'I v Cl) N 't •r I r� (V n o TRUCK NO. N Q a PLANT NO. PLANT NAME SCALE NO. i O L) L1 2 H - Z PRODUCT PRODUCT OUANITY UOM NO. PRODUCT DESCRIPTION LLI a[ -j J Q GROSS WT TARE WT NET WT �.>I ;l l', 1 rl•{It�lkry ( pack.. 11 RECEIVED B .6/1 i ZONE / MAP OUANITY d 91 ¢t rs, LOADS TODAY TONS TODAY LOADSTODAY TONS TODAY PRICE / UNIT AMOUNT S nwit AMOUNT I TAX I TOTAL It is specifically agreed that ICON Materials will not be liable for any damage to or private property in delivering material listed above to these premvses. I 111UU11nr1, �11 � r r � • ,� � r � ICON MATVSIALS P.O. BOX 88050 Tukwila, WA 98138 I Aggregate Operations: (253) 839-2101 / FAX (253) 946-1383 Asphalt Operations: (206) 575-3200 / FAX (206) 575-3207 ICONM**982CF n010f DATE JOB NO. / P.O. NO. PHASE NO. CONTRACT NO. C.O.D. TIME ORDER NO. CUSTOMER I.D. ZONE / MAP OUANITY SOLD TO: DELIVERED TO: PPEXTON ROAD N4 •. .l If"i Il •ii�,A �i �'1 >.+6F) ptyy� ipplA co CDTRUCK NO. LOADS TODAY TONS TODAY N r Z 4 2 PLANT NO. PLANT NAME SCALE NO. LOADS TODAY TONS TODAY O C7 , Z ~ i Z QUANITY PRODUCT PRODUCT CC UOM NO. PRODUCT DESCRIPTION PRICE / UNIT AMOUNT a (r Y J 4 'tlg6R1) 44Lltill GROSS WT TARE WT NET WT \\ RECEIVED BY: It is specifically agreed that ICON Materials will not be liable for any damage to shrubbery, flowers, city AMOUNT TAX TOTAL or private property in delivering material listed above to these premises. nnnln . `++' �.l -. l .'}�� J�� _ � � � `�J Ji. fit`• -11�_ ^} _ •.,� n'�• El Fit r-� £ - i � - . �c ` C - J � �� '�= 3• r � to J... sX. 1ll� l � � - Air - :a �� :' _•i �,- - "i ��. � 4-�+-.�- � _ FMR r�-.S,�3-_ �- ��.� J � ` ! - �a .. --ram 419 ca 32, �-:.��"'� !� , rF- �: . " .;'r'-►rtF �' `y _}� s_ _ :c:� -t _ -�.."Y ; i7Fi _ ^ ; F �`�/* - � t rl y{_ - -� -? - --�• �M'`. - a .t. �_. t +._ ti ._:`-fir' - - r_r= � L "� `"" -�' :�-i- yy.... ... � � F . . � r 7-i - � f ., .. - Yl . .. -1 - L - - _ =�_c-ass _--•-'� ' _ • '�.. .� � � _ V. • � _L f � w •� � { ��' —r '.'{ ,ate �; �r 1iii3 ��c, �y.. �'�''f �;•i -y r'w•, I �.y� _ :.�_ �� r�J� .�, it _i� - Y• - 1 �. 1 - .. �'. r._ - r .�, � -:- ,ram• ti•� ICON MATEWLS P.O. BOX 88050 Tukwila, WA 98138 •. w, Aggregate Operations: (253) 839-2101 / FAX (253) 946-1383 " �+ ' Asphalt Operations: (206) 575-3200 / FAX (206) 575-3207 • ICONM**982CF DATE JOB NO. / P.O. NO. PHASE NO. IL CONTRACT NO. C.O.D. I TIME ORDER NO. CUSTOMER I.D. ZONE/MAP OUANITY SOLD TO: DELIVERED TO: co I N c\j- Irt IN I 1 n I r. r s o N TRUCK NO. + LOADS TODAY TONS TODAY r ,I i . z a _ a PLANT NO. PLANT NAME ' SCALE NO. LOADS TODAY TONS TODAY O Z z H Z OUANIT1r PRODUCT PRODUCT PRODUCT DESCRIPTION PRICE / UNIT AMOUNT UOM NO. a cc n I 4 Y , 00 Ija l i 901.`a0A C_S"i — l TACK a r G n !a 1010 M SDO l CLASS` l% ?f "to (t t1 t1 f1 f' i GROSS WT TARE WT l lll.l! f• � i I, I RECEIVED BY:: I NET WT i 4 AMOUNT TAX TOTAL It is specifically agreed that ICON Materials will not be liable for any damage to shrubbery, flowers, city sidewalks, roadway or private property in delivering material listed above to these premises. y� 7 L r j �� „ter" .�� -'11-- y _ _ �•� c ° STONEWAY RENTON (Plant #10) 1915 Maple Valley Hwy., Renton SEATTLE (Plant #11) 3803 E. Marginal Wy S., Seattle DELIVERY TICKET CONCRETE TUKWILA (Plant #12) 17024 W. Valley Hwy., Tukwila SALES/PLANT & ACCOUNTING: 9125 TENTH AVENUE SOUTH CEDAR SHORES (Plant #20) 21010 Cedar Grove Rd. S.E., Maple Valley ORDER DESK (425) 226-1000 SEATTLE, WA 98108 • (206) 762-2566 A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY, INC. FAX (425) 228-4924 TICKET TIME AM LEAVE PLANT ARRIVE JOB BEGIN POUR FINISH POUR LEAVE JOB ARRIVE PLANT PM DATE CUSTOMER NO. I ORDER NO. PROJECT . ,1,;., CUSTOMER NAME JOB ADDRESS MAP ZONE SPECIAL INSTRUCTIONS JOB TOTAL TRUCK NO. SLUMP DRIVER WATER ADDED ON -SITE AUTHORIZED BY: SPACING ORDERED BY PLANT # CUSTOMER P.O. =NO.DELIVERY TICKET NO. COLLECT ON DELIVERY (C.O.D.) ❑ CASH ❑ CHECK # ❑ CHARGE CARD # EXP. / ❑ VISA ❑ MASTERCARD ❑ DISCOVER REMIT TO CYLINDERS 9125 loth AVE. S. SEATTLE, WA 98108 ❑ YES TERMS ON REVERSE gals. to full load ❑ YES . REASON FOR DELAY TIME: gals. to 2/3 load ❑ YES ❑ JOB NOT READY ❑ LACK OF HELP ❑ ADDING WATER ❑ WHEEL BARROW JOB ❑ ARRIVED JOB EARLY ❑ TRAFFIC ❑ TRAIN ❑ DRAW BRIDGE gals. to 1/3 load El WAITING FOR TRUCK TO UNLOAD [I PUMP BLOW -BACK El NONE ❑ WAITING ON PUMP ❑ WASH PUMP ❑ OTHER ADDITION OF WATER WILL REDUCE - WARNING - RELEASE — CUSTOMER RELEASES AND AGREES TO HOLD HARMLESS STONEWAY CONCRETE, STRENGTH. WATER ADDED AT IRRITATION TO A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY, INC. FOR ANY DAMAGE TO HIS REAI SKIN AND EYES OR PERSONAL PROPERTY CAUSED BY DELIVERY OF MATERIALS LISTED ABOVE. DETAILS OF SITL CUSTOMER'S OWN RISK. SEE REVERSE (16) AGREEMENT ACCESS ON BACK (5). 7 MINUTES PER CUBIC YARD NOT RESPONSIBLE FOR COLOR i CUSTOMER SIGNATUR UNLOADING TIME INCLUDED. VARIATION OR Additional unloading time charged at current hourly truck rate. SURFACE DISCOLORATION PRINT NAME DATE - %� 3ATCH DATA: REV 4/00 NBF DELIVERY TICKET NO. CUSTOMER COPY F- r: r' CR�tl1�? I ec�fta i to Seller's ohliphont to', p AIaAU in this Contract. in t#ta om deliveries Un it rs. Con�nwt Are ''Collao On Dallve ttvC td �lf�llSfi4 SUCpt iniprr>tation a4 ( ` determine Putphaser's finSACtal 4-ogdi&n . Setter's rsb �twtditkSq precedefrt that a'sl ►�at+e:ifaljtYt ifs . tatttl oilher executed Contract iront'f�urchas�so, r it isip pro y GlEdit l ritasrnf , rRtryil in tAls Cronflt�C/:ter' �• � �$iRNI81JF ta9►1fINF19L- •,9p jnvtaiees sra, for p. Ada bf ppd't ors-�l#atiq�;�alr�tt�.25�6) pat± pay pe9i due Invoices a-Mhit ' 0� j QsYI air CMASE.ONLir IF PAYMENT tS M 8 able, on PURCkMf- DAW, AAA FEE WILL 9E IW0 ! 0 a, tars , it'jnio be paid�rl maintain an acwunt _Pu ohamrshall aft & a�j - -her rirrr}ertn tawfut 4 tf r8l]aftikt 5i ail . arras 6i RS. f17g1 [� 9mat'u7lfhbu0le td tgretty 8 {rEgid f�tapl ad"] le �y sit lt - } j'ya^kruaFKa>$,:an� Poat�tfgam�ertt collaottu�eRor1s. '�i' COIYCHtTE ROUTi(dl?i-Y&XERCIgE�'���FfZ_t�sor�7� aUtarrte few and a - 3 T�4XE5; 7Ai1 Igderal: atita•and local frax8s�abtmeasirrmntto COG ffi; Tees, bJartfes.rb�icipttarcas (eylad try t+eason of tflis PGopttl t3te In ar#dltkttn to prices glA,ted herein al shalC[5�rlt r, �: SCiiCt;a11L�N8. i�tam,Tae cse�ai��NilAt�iigtndi �ierl'l�I'1l�er�ie3rgt tJtdOt!}�h� end 1[tf�►erSeJ}er$�'flnclt7tl�{uCRoi� L _ r R : J + %, DELIVERY C NDITIONS.�ao t {Se Made Ilrtconew ilw* if at S Rd the ' tlUr kft— "l = - pint Gary Q ri uir7 i afunWtrres,of the nearrst trawled pubiiGhi hwey Shcfer 1iAa,advr�ed that i9W! - site and weigjhf Oi tKiits, tt8rrtei®a'to the pramirea e1ldiOr adjacent prageriyr r rl:orr y . ram' ntety�oi:ramt and that trucks may faro rre damaged, disabled ar stttgk§F IAalsts ee8� of je 9tEjr . et1�3Tas further adv tap that rt is ftIr PopcyrI L -umm kr =g Salley s trucks travel beypind tarp neartfstlfth aYto obtain sccr3�ta $� 9� �, ara afto OGf � Puraha8 err and thatSailor assure no liabay Tor a ' '' r pea ottgl >hjury that may gAsttlP 'iildtchsisr ¢®rae} >� assume respon¢ibihty Ayr scalar and li>Ildl pastir99 for Ic 4imiao, Personal injuriet+s, ifkk* tijwingr and ;wi ' }' r3x nsrlS ar�¢Ibr damagralo 5elle['s tnad45 `lR1t=-AM ttuck: become-dttat¢t�ed, pled e�str�k� Seller meliirtg u¢g o t wpalsr. rNuostedor for tha '< mra)attel5 orrtl access.to SCte project site. Purclndser.4ltro agrees to indem hold hAtardess, and Ilar trorn d"--loirra, drtntarnds, loam, and tiabibtiaSt. dr by- pled , �'• parPie_sansing front rtstltanirry from. Cu GD.ltdl.K.ad w$11 the rise fit she request rtt9 pnttl'�_Df the deli- is whelMarsuefi r laftns moray prove to 6a true rx fetal q ndOgl�prf t sub a Iintitali �t n' _ n df - '' r + � � der the tr shingtnn Stater indu3t t nce - 1 L �ndemnftrc9tion on orlly,'rjua P.uwha5erapectflcatlyantl expressly waives any immunity atmay�yyranted itun {�i �• RC� This waivertfoasr not t a direct h0ton by the Purahaslr^'s�er+tplayCes 1®k alai rat afaiFiinhar, ttrb frttie>treiincnttf?ft g1y1{gbLt►n urrda} tfflsAg iiT�9D rw, F fimitied itt arty wnly by any ligtifation on the amount or type-0 tlarrtages: AWn i�jrphef*' 4 epY$h!� PAY ker'S. .. it�¢ or their employee benafIf acts. This pirnrrtise of indernri ty Voci,iref plies in.ttnQ o� rn tia o jtre undersigned's own employees_. Thw;iArie l tg dtifrtpd, Trld�stnrtify a�. 1_d� _hold Seiler harmless shoo Include, as %q all cleirns, derreadds, igaseas, and liability ,ta which it applies, Selfer's pemrinot rel$*' carat. VCO j a OMmy's fees, ceiurt cd* and all other daim-relateq 8oti� ses, (t0g0rrrg a torltfty's j�es and other costs itncurrad, by £railer to enforce and os t45h u thi 1 AApvArtW; Upon Sailers tendbr of defense under this Agreement. the -Pe er agrees to appoint potmsel of 5eller's ctroice to deferG agarhst theq: �1 r bwnsrat wiA be at itw-Eoiae>Fpense of,the Purchaser. $011arle trot responsible for misan3 Ord mattlodB 01 placernenref ready "xedconcrela ar agWasgal�pfnfiucltt on rrpta)wcti WASk OUT g1i11, It wll4 ta�It1� Pephaser&�esportslbillty tg plavide a sui6ab aorta feW Et!mkllis to �tnisla end dean bafc+ra leavittt� tare joP3 site. An �di�Ftior}al crhw,.,i�viil be y p ' per ft'tat7 if a wash out atba iS,6ffprt Wded, PUMP' HOLDS AND 6LOWBA6K. Seller holds no MspoNylbi or -obligation -of �mmu�aatlon to Purchaser v�n'Purno C"mvy hinds 110:felftspe 4 r44 <' Purchaser Will be dbnolo his befit of SeUses ability, holing Purs er tnay n5l mceive�vriginaf ratept pt>ltt reflvested. It Is the roapons�ilrty tsf GoRikottil �0 01i - � - ol.an holds Ord if"sd duang Pump Company.4148h up, or, tAa tback. will babarna by lhiiPuir aAaei digCrr�llbll, - t t p POINT OF ACC `,R ceeptance is,at the truck }��[jQ} Ill t aclCep! responslblllry (qr physical chdnges- lh8 aQn- ctelayg,'d3nvery _ trraal8ttxes gey4rAe aui• cofittG�' i9 REA15Y 1Mf% CON t3�_ !I�ai 811 ready rosy concieie testing. i oncrate strength testing tot acceplance shajl,be Imacc UBC and ACl amid. _ _ odpy.ot all tr3st resuitt¢ virttt+fr+ timz (3j w Gf llld AerfQr>e+1G6 cFf #a�7 #sf3ts. __ r - �0...1iFd3iFICATION J SNESTRIEN i't�$T*t1 SULTS*Putbh gras6,to$WilySederin,agit 4wlltliriS�bm}tyjlalu. vl'BiifJG � . s CafiGBtaQompr i� 'lost specimens, and td mAl�a�bgm ai�lltf4le tq Seller for futtft@t irlspeCl,cvr arts testing.' a Je a t �iIDD CIF fJ+L. Ii,wat or%r9rQ tfinsi ai..addeo Joltte corlt;rete by of at the requoal' 01 the Purchaser. its -inter leyeeb, 'hoop - IL ' �M r convacpaftl at su► i. a eondmes ts9lnCbi Arad Waives sJff{�-it to noect, r;Wke sccel? ance or assertany Owl `er breacl Gt ^ f j *W is not apo [thO tcnorQte3- 6 �2' WARRAN'i Y_ gamer warramts_Ntat ttfe as Iysttitt3raglh.of,ready mixed Concrete test sspwm atei>�pi fuwciiptance rnS Tdancek WRI AS MiII,F!eal. ft -deal • t , sir t,gs xip'jglkte r�lpE design spip unrd�9,.r� �1lti S.�ej r rts; the agg�$Iprt}9te'ri�aLt so).d;uh tHlti,Corttract moetaHhe dvSct+ptitxt and.%psCiiic3titlnx }or t►ta Same se; . ++�3prtlr iii U Contract, tM0 Otfrr�rwararrlrras, expret:Sm[ im orris made Nr1J1 f>p8i�riGf U St h epnsinrctinn malarial§. wheat ltay d .uf tit}IEKS or �rretrrmjfes o} ' nerd tebiFty- f liOhasar'g e�xUlbsiv� t0 rfedy for t 'ot tblsl+aartanty sh0►F8� to 7ugttiii SsIIeC� dlSenG�r's Option. to lEfund tga purchasr3;Itr�e, W rr ZaTo rialeeiaL or l acemetN fo(8 rD .N4 _ osrrgay agfpait Iri avclDrlrtl�AGOn�g-t pro�7 de P'utChassr with P4 n9 _ €nq biliach Gf'ti7, Air amei 6m4abft rjf wamrt rlYpq '.ttte, .. tNAH N Lt[11I A .R $FCtER Y f S�Ri SSLY l i.k]MPLI ; TA7t J oNfol�►I s lerasswnesino r�B{iims +urtir't€N. ancisli apt lfab r vIloyP-cori5squ)f>r�uaI CWVsasrk> btplr+h pllairw�N� z CdhttWsk'lrtctudi IVtnitallon, Pt�nc�s gotxjtl any injutgfo per3 l or property prrra�jm#u resuJming D , `� , br°�' qt wairrattp+ by'S� � +i •. L '•;, i ' . ,Y � t r ti ptAW AND BACK t�1ARiiES. PtiPollser'e exclubtye procedure Or cctmtneric � irtisrunc[er-titis.Cord ct ae� jtai Setter for atq'roesorl; IIiC I� p-f lltlrmtr3ol.o. v #trsAoh of wsrcxgiy��li b_e s foU ' ltjertice of ei�nt;a gaitRiot � _ t�u;not%dfiad toy brill of t^ontraab� tryst 'mat# > lP writl �, :' ttrtae {Sl workingator wlian•d(6a�v a o_ Ito t r r'. tShaliJncfude the gt5 ltrmtim¢rit nr re'ieT sptlr tt. i` 4F FtJ�F f 1x! t3R(E OTfG€ THREE f8j - MY$ SHALL CON 7�11��if OF it _ i _ _ f31GHT TO LATEF311AAtCE.1�NY� 8U I tArMa3� tT attdtanna lea tl+a partre6 irlvp4v agraalo biili l bitt+ibdit thionh ftorl-1 1 et�fryff�l - y _ . ji 5. T17LE AND RTSK OF LCSfS•, Unless oth�erYut9� rblfflsaSl� 9tlereiat WIJC to tfis �i�ls 3014-ha t hider shall+emain with Seger untilC a1MM Pratt ►8�ivet! �II seine. Riskat ions of ! materials sold treater this l a ttftatl ptlrQe tfa the Pyrt:itager upon dplrve3►}f di rnej. at the place, of dttlivottr_ilesi hkeerl, j at ditiorttn sseitffstrlb I[ 1t'of �+sa, Purchaser gftall e.tvispgrsl letot oompliancb� W44 governmttrttilrt tttitts'•and ordinances Oil regard to ataaage i puwfflent: same artd:sbgll irtdemlSify 8nd triWd.9elldritpttptfe8s'$(grdtistrflt o +s furpersonaiiiryuiftass inCludirtg,dkfatil, and pn?Ferty dW14sge ari3fltg from the filly gs:{ al t> tg materials. _ r - 16. i=NCVXM WA$WJK i$. Injurious to eyes. Causes skin irritatian..Awid,�lact wiift-90s and $'kin Vveer' wr'dterfpno0i glOves, a fu�y�iittorfed- sFti1% �q trousers, and tight fatting ye promotion when w�o*fi[+g _ t these ttt hWJatg- if you Rave to stalxi ImWet cencriste, use waterprtrot; boots that ate tr�AlSaf f h to keep concrete tnm_flow ft- Into tttern. If,you are flnisfittlgooncMe, wear kneepads to protect:, FIRST AID: If dot is Inhaled, nettraue ty ,resat air.-�letrnadtcaf', r irritation persists, t h w®t conoteteAno?W,, carmen[, or cemegtadmfntures from your skin with;fiesh, clean water immadfateiy aftar'contact. ir�dmtconWet th og►rlte ns_aQrip ,va recrcerrtael, so promptly dq#� wet cortcrate, snorter; o6dwrit or cement tttbctur+eafrom clothing. Seek immediate medico t4Rgi Oft ffyqu. f r - 1 or sevxedfsbotMoti Adoldbres2thing dust frern tAlttitig or Winding hartsfined cnnotata. wt►ert to concrete dust above raonmmendgd Ipptts (see D5� w1Tj�rs 1 NIQSHtMSM-approved respirator. in case of eye contact, flush with Iienty of avatar for id leilimt 1 mtirmtttes, Consult a physipian fmmedia lY• � R. Coll p N. U�- AGREE'S;TO CONVEY TtWARNING TO ALL PERSOMMOM tMAYtftE eR,COME MffO 6OW*CT iNtTH•{MET �NHAFi[�ENEB}{] CEMENT QR ADWEN[ MIXTUFIES: f' .-k y - _ y , yrN TO: FINANCE DIRECTOR FROM: TRANSPORTATION SYSTEMS DIRECTOR CONTRACTOR: Lakeside Industries CONTRACT NO CAG 03-069 ESTIMATE NO. PROJECT: 2003 OVERLAY 1. CONTRACTOR EARNINGS THIS ESTIMATE 2. SALES TAX @ 8.80% 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 5. • EARNINGS DUE CONTRACTOR THIS ESTIMATE 6. SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS 8. " RETAINAGE ON EARNINGS TIES ESTIMATE 9. SUBTOTAL -RETAINAGE 10. SALES TAX PREVIOUSLY PAID 11. SALES TAX DUE THIS ESTIMATE 12. SUBTOTAL - SALES TAX • (95%sLNEI) •• (RETAINAGE: 5%) FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (lines 5 and 11): TTr n•nov+ation-Street Overlay ACCOUNT 317.012108.0165950.0030.67.000000[2520715354 Wa cr gtnecring-NW Ind Street Water Main kpjaocmcnL ACCOUNT 421.000600.0185960.0038.65.065215[6521515354 Community Servi est Facilities -Renton P rking Ca=e ACCOUNT 301.000000.020.5940.0073.62.000004 1--po=d--Arterial Rehahilia tine ACCOUNT 317.012186.0165950.0030.67.000000[2543715354 RETAINED AMOUNT (line 8): Trans t)nrtation-Street Overlay ACCOUNT 317.012108.0165950.0030.67.000000[2520715354 Water ngirvrring-NW 2nd Street Water Main Replacement ACCOUNT 421.000600.0185960.0038.65.065215[6521515354 Cn rtmnity Services/ F ilitl s-R nton Parking Gage ACCOUNT 301.000000.0205940.0073.62.000004 ACCOUNT 317 TOT E 103,532.00 $484.00 591,614.63 $103,532.00 $18,283.22 S0.00 $664.56 $494.00 GRAND TOTAL: $99,032.00 #3 $2,246.72 #3 $3,737.28 #3 $0.00 #3 $0.00 #3 50.00 #3 $0.00 #3 $0.00 #3 TiIS ESTMATE CITY OF RENTON CERTIFICATION I. THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT 1 AM AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAM SIGNED: 3 FINAL $104,016.00 $ 695,146.63 $18,283.22 $1,149.56 $714,578.41 $104,016.00 $0.00 $104,016.00 J C 8 s g s 0 Q Q Q p "s s Eli $ A s s a e g a b' g Is g a s e s s s a s q~ Y $ 8 8 8 8 E 8 8 ./� LAKESIDE INDUSTRIES ISSAQUAH DIVISION P.O. Box 7016 • Issaquah, WA 98027 Phone: (425) 392-6432 DATE LOAD TIME TICKET NO. CUSTOMER ID NO. ITEM NO. P.O. NO. SOLD TO DELIVERED TO PRODUCT NO. PRODUCT DESCRIPTION TRUCK NO. TRUCK DESCRIPTION REMARKS M.P. OR STATION W GROSS E TARE STREET INSP. TIME RECEIVED G H NET T S NET TONS RECEIVED BY LOADS TODAY TONS TODAY AN EQUAL OPPORTUNITY EMPLOYER • WA. ST. CONT REG. # LAKESI*274JD • OR. CCB # 108542 HOT ASPHALT MATERIAL SAFETY DATA SHEET TAI'S IS-180 • PROTECTIVE CLOTHING Asphalt cements and oxidized asphalts require heating to high temperatures for transfer and application. The result- ant high temperature materials can cause severe burns, and precautions are necessary to prevent injury to person- nel. Emulsified and cutback asphalts may also be heated sufficiently to cause severe burns on contact. When hand- ling heated asphalt, chemical goggles and a 200mm (8 in.) minimum -sized face -shield should be used. Loose clothing in good condition should be worn with collars closed and cuffs buttoned at the wrist. Gloves with gapntlets that ex- tend up the arm should be worn loosely so that they can easily be flippegoff if covered-w+th hot asphalt. Boots with tops at least 150 mm (6 in.) high should be worn and these should be laced without openings through which asphalt could reach the skin. Pants without cuffs should extend over the tops of the boots. FIRST AID TREATMENT FOR HOT AC BURNS • Apply cold water or ice pack to asphalt skin burns • If burns cover more than 10% of the body (about equal to surface area of aN or one half of one leg) apply luke warm water, obLar if needed to alleviate pain, but heat in the aspha Pr►aust be removed as rapidly as possible. Do not remove asphalt from' • Do not bandage burn. • Have victim examined by a physician's • LAKESIDE INDUSTRIES 10 �i ISSAQUAH DIVISION P.O. Box 7016 • Issaquah, WA 98027 Phone: (425) 392-6432 DATE LOAD TIME TICKET NO. CUSTOMER ID NO. ITEM NO. P.O. NO. SOLD TO DELIVERED TO PRODUCT NO. PRODUCT DESCRIPTION TRUCK NO. TRUCK DESCRIPTION REMARKS M.P. OR STATION STREET INSP. RECEIVED BY TIME RECEIVED W GROSS E TARE G H NET T S NET TONS LOADS TODAY I TONS TODAY AN EQUAL OPPORTUNITY EMPLOYER WA. ST. CONT. REG. # LAKESI'274JD • OR. CCB # 108542 HOT ASPHALT MATERIAL SAFETY DATA SHEET TAI'S IS-180 - PROTECTIVE CLOTHING Asphalt cements and oxidized asphalts require heating to high temperatures for transfer and application. The result- ant high temperature materials can cause severe burns, and precautions are necessary to prevent injury to person- nel. Emulsified and cutback asphalts may also be heated sufficiently to cause severe burns on contact. When hand- ling heated asphalt, chemical goggles and a 200mm (8 in.) minimum -sized face -shield should be used. Loose clothing in good condition should be worn with collars closed and cuffs buttoned at the wrist. Gloves with gauntlets that ex- tend up the arm should be worn loosely so that they can easily be flipped off if covered with hot asphalt. Boots with tops at least 150 mm (6 in.) high should be worn and these should be laced without openings through which asphalt could reach the skin. Pants without cuffs should extend over the tops of the boots. FIRST AID TREATMENT FOR HOT AC BURNS • Apply cold water or ice pack to asphalt skin burns • If burns cover more than 10 % of the body (about equal to surface area of an arm or one half of one leg) apply luke warm water, or warmer if needed to alleviate pain, but heat in the asphalt must be removed as rapidly as possible. Do not remove asphskin. • Do not bandage burn • Have victim examined by a physician. LAKESIDE INDUSTRIES ISSAQUAH DIVISION P.O. Box 7016 • Issaquah, WA 98027 Phone: (425) 392-6432 DATE LOAD TIME TICKET NO. CUSTOMER ID NO- ITEM NO. P.O. NO. SOLD TO DELIVERED TO PRODUCT NO. PRODUCT DESCRIPTION TRUCK NO. TRUCK DESCRIPTION REMARKS M.P. OR STATION STREET INSP. I TIME RECEIVED W GROSS E TARE G H NET T S NET TONS RECEIVED BY LOADS TODAY TONS TODAY AN EQUAL OPPORTUNITY EMPLOYER • WA. ST. CONT. REG. # LAKESI*274JD • OR. CCB # 108542 HOT ASPHALT MATERIAL SAFETY DATA SHEET TAI'S IS-180 - PROTECTIVE CLOTHING Asphalt cements and oxidized asphalts require heating to high temperatures for transfer and application. The result- ant high temperature materials can cause severe burns, and precautions are necessary to prevent injury to person- nel. Emulsified and cutback asphalts may also be heated sufficiently to cause severe burns on contact. When hand- ling heated asphalt, chemical goggles and a 200mm (8 in.) minimum -sized face -shield should be used. Loose clothing in good condition should be worn with collars closed and cuffs buttoned at the wrist. Gloves with gauntlets that ex- tend up the arm should be worn loosely so that they can easily be flipped off if covered with hot asphalt. Boots with tops at least 150 mm (6 in.) high should be Worn and these should be laced without openings through which asphalt could reach the skin. Pants without cuffs should extend over the tops of the boots. FIRST AID TREATMENT FOR HOT AC BURNS • Apply cold water or ice pack to asphalt skin burns • If burns cover more than 10% of the body (about equal to surface area of an arm or one half of one leg) apply lukewarm water, or warmer if needed to alleviate pain, but heat in the asphalt must be removed as rapidly as possible. Do not remove asphalt from skin. • Do not bandage burn. • Have victim examined by a physician. LAKESIDE INDUSTRIES ISSAQUAH DIVISION P.O. Box 7016 • Issaquah, WA 98027 Phone: (425) 392-6432 DATE LOAD TIME TICKET NO. CUSTOMER ID NO. ITEM NO. P.O. NO. SOLD TO DELIVERED TO PRODUCT NO. PRODUCT DESCRIPTION TRUCK NO. TRUCK DESCRIPTION REMARKS M.P. OR STATION W GROSS E TARE STREET INSP. TIME RECEIVED G H NET T S NET TONS RECEIVED BY LOADS TODAY TONS TODAY AN EQUAL OPPORTUNITY EMPLOYER • WA. ST CONT. REG. # LAKESI* 74JD • OR. CCB # 108542 HOT ASPHALT MATERIAL SAFETY DATA SHEET TAI'S IS•180 • PROTECTIVE CLOTHING Asphalt cements and oxidized asphalts require heating to high temperatures for transfer and application. The result- ant high temperature materials can cause severe burns, and precautions are necessary to prevent injury to person- nel. Emulsified and cutback asphalts may also be heated sufficiently to cause severe burns on contact. When hand- ling heated asphalt, chemical goggles and a 200mm (8 in.) minimum -sized face -shield should be used. Loose clothing in good condition should be worn with collars closed and cuffs buttoned at the wrist. Gloves with gauntlets that ex- tend up the arm should be worn loosely so that they can easily be flipped off if covered with hot asphalt. Boots with tops at least 150 mm (6 in.) high should be worn and these should be laced without openings through which asphalt could reach the skin. Pants without cuffs should extend over the tops of the boots. FIRST AID TREATMENT FOR HOT AC BURNS • Apply cold water or ice pack to asphalt skin burns • If burns cover more than 10% of the body (about equal to surface area of an arm or one half of one leg) apply luke warm water, or warmer if needed to alleviate pain, but heat in the asphalt must be removed as rapidly as possible. Do not remove asphalt from skin. • Do not bandage burn. • Have victim examined by a physician. LAKESIDE INDUSTRIES ISSAQUAH DIVISION P.O. Box 7016 • Issaquah, WA 98027 Phone: (425) 392-6432 DATE LOAD TIME TICKET NO. CUSTOMER ID NO. ITEM NO. P.O. NO. SOLD TO DELIVERED TO PRODUCT NO. PRODUCT DESCRIPTION TRUCK NO. TRUCK DESCRIPTION REMARKS M.P. OR STATION W GROSS E TARE G H STREET INSP. TIME RECEIVED NET T S NET TONS RECEIVED BY LOADS TODAY TONS TODAY AN EQUAL OPPORTUNITY EMPLOYER • WA. ST. CONT. REG. # LAKESI'274JD • OR. CCB # 108542 HOT ASPHALT MATERIAL SAFETY DATA SHEET TAI'S IS•180 • PROTECTIVE CLOTHING Asphalt cements and oxidized asphalts require heating to high temperatures for transfer and application. The result- ant high temperature materials can cause severe burns, and precautions are necessary to prevent injury to person- nel. Emulsified and cutback asphalts may also be heated sufficiently to cause severe burns on contact. When hand- ling heated asphalt, chemical goggles and a 200mm (8 in.) minimum -sized face -shield should be used. Loose clothing in good. condition should be worn with collars closed and cuffs buttoned at the wrist. Gloves with gauntlets that ex- tend up the arm should be worn loosely so that they can easily be flipped off if covered with hot asphalt. Boots with tops at least 150 mm (6 in.) high should be worn and these should be laced without openings through which asphalt could reach the skin. Pants without cuffs should extend over the tops of the boots. FIRST AID TREATMENT FOR HOT AC BURNS • Apply cold water or ice pack to asphalt skin burns • If burns cover more than 10% of the body (about equal to surface area of an arm or one half of one leg) apply luke warm water, or warmer if needed to alleviate pain, but heat in the asphalt must be removed as rapidly as possible. • Do not remove asphalt from skin. • Do not bandage burn. • Have victim examined by a physician. LAKESIDE INDUSTRIES ISSAQUAH DIVISION P.O. Box 7016 • Issaquah, WA 98027 Phone: (423) 392-6432 DATE LOAD TIME TICKET NO. - CUSTOMER ID NO. ITEM NO. P.O. NO. SOLD TO DELIVERED TO PRODUCT NO. PRODUCT DESCRIPTION TRUCK NO. TRUCK DESCRIPTION REMARKS M.P. OR STATION W GROSS E TARE STREET INSP. TIME RECEIVED G H NET T S NET TONS RECEIVED BY I LOADS TODAY I TONS TODAY AN EQUAL OPPORTUNITY ENIPLOYER • WA. ST. CONT REG. # LAKESI*274JD • OR. CCB # 108542 HOT ASPHALT MATERIAL SAFETY DATA SHEET TAPS IS•180 • PROTECTIVE CLOTHING Asphalt cements and oxidized asphalts require heating to high temperatures for transfer and application. The result- ant high temperature materials can cause severe burns, and precautions are necessary to prevent injury to person- nel. Emulsified and cutback asphalts may also be heated sufficiently to cause severe burns on contact. When hand- ling heated asphalt, chemical goggles and a 200mm (8 in.) minimum -sized face -shield should be used. Loose clothing in good condition should be worn with collars closed and cuffs buttoned at the wrist. Gloves with gauntlets that ex- tend up the arm should be worn loosely so that they can easily be flipped off if covered with hot asphalt. Boots with tops at least 150 mm (6 in.) high should be worn and these should be laced without openings through which asphalt could reach the skin. Pants without cuffs should extend over the tops of the boots. FIRST AID TREATMENT FOR HOT AC BURNS • Apply cold water or ice pack to asphalt skin burns • If burns cover more than 10% of the body (about equal to surface area of an arm or one half of one leg) apply Juke warm water, or warmer if needed to alleviate pain, but heat in the asphalt must be removed as rapidly as possible. • Do not remove asphalt from skin. • Do not bandage burn. • Have victim examined by a physician. 14 LAKESIDE INDUSTRIES ISSAQUAH DIVISION P.O. Box 7016 • Issaquah, WA 98027 Phone: (425) 392-643-1 DATE LOAD TIME TICKET NO. CUSTOMER ID NO. ITEM NO. P.O. NO. SOLD TO DELIVERED TO PRODUCT NO. PRODUCT DESCRIPTION TRUCK NO. TRUCK DESCRIPTION REMARKS M.P. OR STATION STREET INSP. I TIME RECEIVED RECEIVED 4Y W GROSS E TARE G H NET T S NET TONS LOADS TODAY I TONS TODAY AN EQUAL OPPORTUNITY EMPLOYER • WA. ST. CONT. REG. # LAKESI*274JD • OR. CCB # 108542 I HOT ASPHALT MATERIAL SAFETY DATA SHEET TAI'S IS-180 - PROTECTIVE CLOTHING Asphalt cements and oxidized asphalts require heating to high temperatures for transfer and application. The result- ant high temperature materials can cause severe burns, and precautions are necessary to prevent injury to person- nel. Emulsified and cutback asphalts may also be heated sufficiently to cause severe burns on contact. When hand- ling heated asphalt, chemical goggles and a 200mm (8 in.) minimum -sized face -shield should be used. Loose clothing in good condition should be worn with collars closed and cuffs buttoned at the wrist. Gloves with gauntlets that ex- tend up the arm should be worn loosely so that they can easily be flipped off if covered with hot asphalt. Boots with tops at least 150 mm (6 in.) high should be worn and these should be laced without openings through which asphalt could reach the skin. Pants without cuffs should extend over the tops of the boots. FIRST AID TREATMENT FOR HOT AC BURNS • Apply cold water or ice pack to asphalt skin burns • If burns cover more than 10% of the body (about equal to surface area of an arm or one half of one leg) apply luke warm water, or warmer if needed to alleviate pain, but heat in the asphalt must be removed as rapidly as possible. Do not remove asphalt from skin. • Do not bandage burn. • Have victim examined by a physician. LAKESIDE INDUSTRIES ��- ISSAQUAH DIVISION P.O. Box 7016 • Issaquah, WA 98027 Phone: (425) 392-6432 DATE LOAD TIME TICKET NO. CUSTOMER ID NO. ITEM NO. P.O. Ng). SOLD TO DELIVERED TO PRODUCT NO. PRODUCT DESCRIPTION TRUCK NO. TRUCK DESCRIPTION REMARKS M.P. OR STATION STREET INSP. RECEIVED BY TIME RECEIVED W GROSS E TARE G H NET T S NET TONS LOADS TODAY TONS TODAY AN EQUAL OPEORTUNITY EMPLOYER • WA. ST. CONT REG. # LAKESI*274JD • OR. CCB # 108542 a HOT ASPHALT MATERIAL SAFETY DATA SHEET TAI'S IS-180 - PROTECTIVE CLOTHING Asphalt cements and oxidized asphalts require heating to high temperatures for transfer and application. The result- ant high temperature materials can cause severe burns, and precautions are necessary to prevent injury to person- nel. Emulsified and cutback asphalts may also be heated sufficiently to cause severe burns on contact. When hand- ling heated asphalt, chemical goggles and a 200mm (8 in.) minimum -sized face -shield should be used. Loose clothing in good condition should be worn with collars closed and cuffs buttoned at the wrist. Gloves with gauntlets that ex- tend up the arm should be worn loosely so that they can easily be flipped off if covered with hot asphalt. Boots with tops at least 150 mm (6 in.) high should be worn and these should be laced without openings through which asphalt could reach the skin. Pants without cuffs should extend over the tops of the boots. FIRST AID TREATMENT FOR HOT AC BURNS • Apply cold water or ice pack to asphalt skin burns • If burns cover more than 10% of the body (about equal to surface area of an arm or one half of one leg) apply luke warm water, or warmer if needed to alleviate pain, but heat in the asphalt must be removed as rapidly as possible. Do not remove asphalt from skin. • Do not bandage burn. • Have victim examined by a physician. LAKESIDE INDUSTRIES ISSAQUAH DIVISION P.O. Box 7016 • Issaquah, WA 98027 Phone: (425) 392-6432 DATE LOAD TIME TICKET NO. CUSTOMER ID NO. ITEM NO. RQ, NO. SOLD TO DELIVERED TO PRODUCT NO. PRODUCT DESCRIPTION TRUCK NO. TRUCK DESCRIPTION- HEMAHKS M.P. OR STATION W GROSS E TAR E STREET INSP. TIME RECEIVED G H NET T S NET TONS RECEIVED BY LOADS TODAY TONS TODAY AN EQUAL OPPORTUNITY EMPLOYER • WA. ST. CQNT. REG. # LAKESI*274JD • OR. CCB # 103542 HOT ASPHALT MATERIAL SAFETY DATA SHEET TAI'S IS•180 • PROTECTIVE CLOTHING Asphalt cements and oxidized asphalts require heating to high temperatures for transfer and application. The result- ant high temperature materials can cause severe burns, and precautions are necessary to prevent injury to person- nel. Emulsified and cutback asphalts may also be heated sufficiently to cause severe burns on contact. When hand- ling heated asphalt, chemical goggles and a 200mm (8 in.) minimum -sized face -shield should be used. Loose clothing in good condition should be worn with collars closed and cuffs buttoned at the wrist. Gloves with gauntlets that ex- tend up the arm should be worn loosely so that they can easily be flipped off if covered with hot asphalt. Boots with tops at least 150 mm (6 in.) high should be worn and these should be laced without openings through which asphalt could reach the skin. Pants without cuffs should extend over the tops of the boots. FIRST AID TREATMENT FOR HOT AC BURNS • Apply cold water or ice pack to asphalt skin burns • If burns cover more than 10% of the body (about equal to surface area of an arm or one half of one leg) apply luke warm water, or warmer if needed to alleviate pain, but heat in the asphalt must be removed as rapidly as possible. Do not remove asphalt from skin. • Do not bandage burn. • Have victim examined by a physician. ��- LAKESIDE INDUSTRIES ISSAQUAH DIVISION P.O. Box 7016 • Issaquah, WA 98027 Phone: (425) 392-6432 DATE LOAD TIME TICKET NO. CUSTOMER ID NO. ITEM NO. P.O. NO. SOLD TO DELIVERED TO PRODUCT NO. PRODUCT DESCRIPTION TRUCK NO. TRUCK DESCRIPTION REMARKS M.P. OR STATION W GROSS E TARE STREET INSP. TIME RECEIVED G H NET T S NET TONS RECEIVED BY LOADS TODAY TONS TODAY AN'EQUAL OPPORTUNITY EMPLOYER WA. ST. CONT REG. # LAKESI.274JD OR. CCB # 108542 HOT ASPHALT MATERIAL SAFETY DATA SHEET TAI'S IS-180 - PROTECTIVE CLOTHING Asphalt cements and oxidized asphalts require heating to high temperatures for transfer and application. The result- ant high temperature materials can cause severe burns, and precautions are necessary to prevent injury to person- nel. Emulsified and cutback asphalts may also be heated sufficiently to cause severe burns on contact. When hand- ling heated asphalt, chemical goggles and a 200mm (8 in.) minimum -sized face -shield should be used. Loose clothing in good condition should be worn with collars closed and cuffs buttoned at the wrist. Gloves with gauntlets that ex- tend up the arm should be worn, loosely so that they can easily be flipped off if covered with hot asphalt. Boots with tops at least 150 mm (6 in,) high should be worn and these should be laced without openings through which asphalt could reach the skin. Pants without cuffs should extend over the tops of the boots. FIRST AID TREATMENT FOR HOT AC BURNS • Apply cold water or ice pack to asphalt skin burns • If burns cover more than 10% of the body (about equal to surface area of an arm or one half of one leg) apply lukewarm water, or warmer if needed to alleviate pain, but heat in the asphalt must be removed as rapidly as possible. Do not remove asphalt from skin. • Do not bandage burn. • Have victim examined by a physician. LAKESIDE INDUSTRIES ISSAQUAH DIVISION P.O. Box 7016 • Issaquah, WA 98027 Phone: (425) 392-6432 DATE LOAD TIME TICKET NO. CUSTOMER ID NO. ITEM NO. P.O. NO. SOLD TO DELIVERED TO PRODUCT NO. PRODUCT DESCRIPTION TRUCK NO. TRUCK DESCRIPTION REMARKS M.P. OR STATION W I GROSS E TARE STREET INSP. TIME RECEIVED G H NET T S NET TONS RECEIVED BY I LOADS TODAY I TONS TODAY I I AN EQUAL OPPORTUNITY EMPLOYER • WA. ST. CONT REG. # LAKESI*274JD - OR. CCB # 108542 HOT ASPHALT MATERIAL SAFETY DATA SHEET TAI'S IS-180 • PROTECTIVE CLOTHING Asphalt cements and oxidized asphalts require heating to high temperatures for transfer and application. The result- ant high temperature materials can cause severe burns, and precautions are necessary to prevent injury to person- nel. Emulsified and cutback asphalts may also be heated sufficiently to cause severe burns on contact. When hand- ling heated asphalt, chemical goggles and a 200mm (8 in.) minimum -sized face -shield should be used. Loose clothing in good condition should be worn with collars closed and cuffs buttoned at the wrist. Gloves with gauntlets that ex- tend up the arm should be worn loosely so that they can easily be flipped off if covered with hot asphalt. Boots with tops at least 150 mm (6 in.) high should be worn and these should be laced without openings through which asphalt could reach the skin. Pants without cuffs should extend over the tops of the boots. FIRST AID TREATMENT FOR HOT AC BURNS • Apply cold water or ice pack to asphalt skin burns • If burns cover more than 10% of the body (about equal to surface area of an arm or one half of one leg) apply luke warm water, or warmer if needed to alleviate pain, but heat in the asphalt must be removed as rapidly as possible. Do not remove asphalt from skin. • Do not bandage burn. • Have victim examined by a physician. ./� LAKESIDE INDUSTRIES ISSAQUAH DIVISION P.O. Box 7016 • Issaquah, WA 98027 Phone: (425) 392-6432 DATE LOAD TIME TICKET NO. CUSTOMER ID NO. ITEM NO. P.O. NO. SOLD TO DELIVERED TO PRODUCT NO. PRODUCT DESCRIPTION TRUCK NO. TRUCK DESCRIPTION REMARKS M.P. OR STATION N► GROSS E TARE STREET INSP. TIME RECEIVED G H NET T S NET TONS RECEIVED BY LOADS TODAY TONS TODAY AN EQUAL OPPORTUNITY EMPLOYER WA. ST. CONT REG. # LAKESI.274JD OR. CCB # 108542 HOT ASPHALT MATERIAL SAFETY DATA SHEET TAI'S IS-180 - PROTECTIVE CLOTHING Asphalt cements and oxidized asphalts require heating to high temperatures for transfer and application. The result- ant high temperature materials can cause severe burns, and precautions are necessary to prevent injury to person- nel. Emulsified and cutback asphalts may also be heated sufficiently to cause severe burns on contact. When hand- ling heated asphalt, chemical goggles and a 200mm (8 in.) minimum -sized face -shield should be used. Loose clothing in good condition should be worn with collars closed and cuffs buttoned at the wrist. Gloves with gauntlets that ex- tend up the arm should be worn loosely so that they can easily be flipped off if covered with hot asphalt. Boots with tops at least 150 mm (6 in.) high should be worn and these should be laced without openings through which asphalt could reach the skin. Pants without cuffs should extend over the tops of the boots. FIRST AID TREATMENT FOR HOT AC BURNS • Apply cold water or ice pack to asphalt skin burns • If burns cover more than 10% of the body (about equal to surface area of an arm or one half of one leg) apply luke warm water, or warmer if needed to alleviate pain, but heat in the asphalt must be removed as rapidly as possible. Do not remove asphalt from skin. • Do not bandage burn. • Have victim examined by a physician. LAKESIDE INDUSTRIES ISSAQUAH DIVISION P.O. Box 7016 Issaquah, WA 98027 Phone: (425) 392-6432 DATE LOAD TIME TICKET NO. CUSTOMER ID NO. ITEM NO. P.O. NO. SOLD TO DELIVERED TO PRODUCT NO. PRODUCT DESCRIPTION TRUCK NO. TRUCK DESCRIPTION REMARKS M.P. OR STATION • W GROSS E TARE H STREET INSP. TIME RECEIVED NET T S NET TONS RECEIVED BY I LOADS TODAY I TONS TODAY HOT ASPHALT MATERIAL SAFETY DATA SHEET j TAPS IS-180 - PROTECTIVE CLOTHING Asphalt cements and oxidized asphalts require heating to high temperatures for transfer and application. The result- ant high temperature materials can cause severe burns, and precautions are necessary to prevent injury to person- nel. Emulsified and cutback asphalts may also be heated sufficiently to cause severe burns on contact. When hand- ling heated asphalt, chemical goggles and a 200mm (8 in.) minimum -sized face -shield should be used. Loose clothing in good condition should be worn with collars closed and cuffs buttoned at the wrist. Gloves with gauntlets that ex- tend up the arm should be worn loosely so that they can easily be flipped off if covered with hot asphalt. Boots with tops at least 150 mm (6 in.) high should be worn and these should be laced without openings through which asphalt could reach the skin. Pants without cuffs should extend over the tops of the boots. FIRST AID TREATMENT FOR HOT AC BURNS • Apply cold water or ice pack to asphalt skin burns • If burns cover more than 10% of the body (about equal to surface area of an arm or one half of one leg) apply luke warm water, or warmer if needed to alleviate pain, but heat in the asphalt must be removed as rapidly as possible. Do not remove asphalt from skin. • Do not bandage burn. • Have victim examined by a physician. • I - -_- jam-- vano r,z)i N� �V OAr nE TT N��� V✓ 1/<� L1/ E� 7' GNn� r STONEWAY RENTON (Plant #10) 1915 Maple Valley Hwy., Renton '. 0 DELIVERY TICKET CONCRETE TUKWILA (Plant #12) 17024 W. Valley Hwy., Tukwila- SALES/PLANT & OUNTING: 9125 TENTH AVENUE SOUTH CEDAR SHORES (Plant #20) 21010 Cedar Grove Rd. S.E., Maple Valle y ORDER DESK (425) 226-1000 SEATTLE, WA 98108 • (206) 762-2566 A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY, INC. FAX 425 228-4924 ( ) TICKET TIME AM LEAVE PLANT ARRIVE JOB BEGIN POUR FINISH POUR LEAVE JOB ARRIVE PLANT PM DATE CUSTOMER NO. ORDER NO. PROJECT PLANT # CUSTOMER NAME CUSTOMER P.O. JOB NO. DELIVERY TICKET NO. 4iVii�ll�lfll I JOB ADDRESS COLLECT ON DELIVERY (C.O.D.) ❑ CASH ❑ CHECK # ❑ CHARGE MAP ZONE CARD # EXP. / SPECIAL INSTRUCTIONS ❑ VISA ❑ MASTERCARD ❑ DISCOVER • R•�UCT DESCRIPTION • D OTAL SLUMP SPACING ORDERED BY SALES TAX TRUCK NO. DRIVER REMIT TO 9125 10th AVE. S. WATER ADDED ON -SITE CYLINDERS AUTHORIZED BY: SEATTLE, WA BALANCE FORWARD 98108 ❑ YES TERMS ON REVERSE gals. to full load ❑ YES REASON FOR DELAY TIME: gals. to 2/3 load ❑ JOB NOT READY ❑ LACK OF HELP ❑ ADDING WATER ❑ WHEEL BARROW JOB ❑ YES ❑ ARRIVED JOB EARLY ❑ TRAFFIC ❑ TRAIN ❑ DRAW BRIDGE gals. to 1/3 load ❑ WAITING FOR TRUCK TO UNLOAD ❑ PUMP BLOW -BACK ❑ NONE ❑ WAITING ON PUMP ❑ WASH PUMP ❑ OTHER ADDITION OF WATER WILL REDUCE - WARNING - RELEASE — CUSTOMER RELEASES AND AGREES TO HOLD HARMLESS STONEWAY CONCRETE, IRRITATION TO A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY, INC. FOR ANY DAMAGE TO HIS REAL STRENGTH. WATER ADDED AT SKIN AND EYES OR PERSONAL PROPERTY CAUSED BY DELIVERY OF MATERIALS_ LISTED ABOVE. DETAILS OF SITE CUSTOMER'S OWN RISK. SEE REVERSE (16) AGREEMENT ACCESS ON BACK (5). 7 MINUTES PER CUBIC YARD NOT RESPONSIBLE FOR COLOR CUSTOMER SIGNATUR UNLOADING TIME INCLUDED. VARIATION OR - - Additional unloading time charged at current hourly truck rate. — — — — — — — — — — — — SURFACE DISCOLORATION — — — — PRINT NAME -- �. yl (j r" DATE — — — — —, — — — — — — — — — — — — — — — — — — — — BATCH DATA: DELIVERY TICKET NO. REV :,UO NBF Z DS CUSTOMER COPY .i6+t T r}����_y+tr 4 , r�. y V� k, �6�il�l, if]Aii1T,i?�fi1AllIfAFFC�S :� f� �j �,'.'�► �' r t '' Ct�1ED1 'L 4GtTfi? pr�i Sallees ot4igration to rq pt.mr sq[ hti this CohVaat. M R 1 { rl t t - deiiNeries + flptWtjs cants WO "Collect On Cefivv upon reMuesM-ArkOpkib4* itti imatlon as it:"l�as t n, _ "510tWilline I*rha 644114dpoiel ak4idn. Seiler ctb'. W[1 eFjRis j {aa? iA 6utSjAlDt Myra dition psi jgrtt tile# �tlall_halm, feckipl pf.lhe urc33ccrtxS ConOqvWn Purchaser gyp. _ ytKf srcvipw a+rd�p ibPCdltYdits t1�Antft h1 L�t]t .--:1EPA0ttFA +�. mvcW" mrtfi rft,„�- J tirdrlta'tdt in . _ Ice Ql, 3tttrorra i7uariGi t t payf * to atitpp 5 Qt hurt �UF=V, _ 1 ACE PTEdJ>r x of pu QtJIY IF t'AVMENr fs t gF F1 � r pt1R6t7AT£EE3F YVtttg€ihiCURFftD,lia 6Serdbppejd;nprt! tpmafptatint�tiopstiiieccomt.ArnBSs�rall ?+pragmpritt fa�fuf'RIV 'Uniled States afO'fri` be to tiort arfr�, . M rggard try � PUrW -altre► rut Should -station ba uuGatsd to cote • €>e _. JbggJ leers . �e parSyrshaM sPo -awe, may fev and Cuts, >ncl wspeM " ,t+ehknupjr jt>rrte(rt.copecRt4n efforts $TO j Rf GOtVt ROUTINELY ksEA�f11H 1Rj[rt S1:ht�j.fudr} JAL iT 3 .' 7d11A8dref' Arxf 4r+1�a1. tatt6x-essessrtwnls; faa�r,■�►relts`trrn4 ,et: lefried ttt(r± of wrpg in atlditron to pr?eeSl9ttrtR �dt p>ti Ned 4. - SCIIM�UCft "lC hen Dr VaABtitlije r*f igma) sw1urvery toquesl stall be ccunwsYed:thty{�lr $patch af�nd Isb�f►ltrSolfer'� r drivers,,qu ilk 395 1 '9r 6014r MmUitivesi'. - dr. DELIVERY AR comDtgta deliveries will Con" in roriorafe.transit miner tnwk8Utttof a dtttef�ffisir red %rdtya�ri has reQuasl6� - a" } QrvisiRrr 6f ar M lir>8 Cor tioei tpsri� il�ell iL H u�ig 4f f l ttie etivery D�tnateti8[S 3f1d acci3aS to the project requlriing.t Rt) " x bound$ Fret;, � f the rt t tts iNW �pubk t`0ghWai7. Sonar acArlSed t 04, up W tze aod.we�f ttt of trucks, da_ tq the premises and/or � lyrpd�ty , •vlfury rnmyvp=uFan JSa4*u,cirs may-bezoine dainaq �dltta grstu6k if Seor r6osA kise of le#Itosted, Seller has further,advmedT� ilia: p If ltfat. r requtrtng Sella['s Vt+Gtrti ertiv8j ilreyahtt the a neareffit htghgvp*46 obtain agcess -to ltte�tie; de a►e at of the and that �elleF as6uitre� no liabi(d(yr 6�f� n■ i ar peranfi�l,+r 9r>Ur&:�y. i�pdfcfi r agrees rasponslbrlit o:Sehor end ihjrd 1Fst 000^: �d984'e'rsonel tnlwno. stuck tt 009 and whtchiliq s�t3ti¢f0i` �4C'S.IruCks 1ho)+t1 the dlssbieil or st Selte,r;"rimaklag ulti<of tApatfi reiaseact cEtoFt ms!lensls-arid gcce§s , project site. Pyrchawni o - mnify,. harmless, 'efl�l d _ ar from any otaims. demands, loSs@6-Aad tffa 1bek: �f �gW45 arising from; 4gdlga loam, +sr Connected isith at the ragaested for Me del :gmttr�1�,whethdr sych cferms rt4ay �u�10be true o► false,. g Qe A * {rrsrge{{ aneN�P7 _ _ r�^ot'rmna �9gerpa6 11ff� J I krdeMlvir�iptien bhf oily PurchWor speditcaUq 8br1' Mrafr+p ass dx het d.it eiader Sbe i ul �r s itui e ; V44 6f , F RCW TfflsyyJal;,. �t6nMIAd1fiBGtactionbyttirbpt res ployebs t'ha "u(chhsi her, iedenfnliioat+rm unrl a ` any wap by antW►vtatitzn on the�rfnotr A tyi>e Iyf diiijoeS Fi+drp. t riefft >le to art r 1 f3ady _ 31 Ganrrfit�Ccs # !!tills erripii3ya8 hat efil aDts. 7iiis dfndemniky in t torthe ulaseraipn d to dafeni L indetinnif�0ot7LWCI Salley trarmlbis Sh Iitir;►ude 7kr+ 6A ,. to wAlch R pptrea, : TA':�antto�l att�na>!'s leoa' SShcerk tender of- this, mement, the Pu _ - 49 4�ri9� of SrsllerIs phgir fo"�}efWf aAhV6i Pkct Party nigh# under+r#{s * tour�,ac�talc, and,all Cjejtlq•retated tea, inewdirtg iato0say's f�.aQ agate litCurtec by Seller tb ea sand OslrL Ish its ,.� �,j�►IL t/p�} I ►ptn�siea 'T�.*��-.1� . edit afelmLBi•_.9+:t�t� - por1fi961 WYIU]g'a 5b16 t flee pf7 Rurofiaser � not,respanv* toi and ttrefimtlxifl dal nertt of "141y, ri fixed Gone * or aggregate ptc.1f6ets ch"a 5s "_ ti WASH O.tJ*AREA It vrrUl.tie f rc }rser+s reSport bllfly to provitaa iriit for lruc(t¢ fe.rft�e r l¢ran before leaving 1141 jab a4a: An addittart'btaha+ge wig tre� - p9r. l5dd it a ptft Ater[ is (parbd6ti , . • - r 17_ •,,rt _ `fKU*W_a1-aWBA49. Holler Oolds 101blif abilgation'.of narntrii tb F>ut ieear when Pnmii CormpAf'Vy' holds *i> r " rtleasea orders - itsur ne f , the hiMtyDf P _ tt><aartY r ye ;_ a4Q ye aWill n ,. '. _ - ! - .. •` Ali ' ,, epta<tteisetthe truafz notaf7ceyytlresponsibOyforftttys t an4es. 1ltb orrur nu s�{a . t�livtsfy � tlr�rnoes'peyvnd D1'�fr�ttrftlt�. - I ; --- " � i � ,` " !REA01f1WKC, thaftltreedy mbk lisle fasting. includinve-6mle sf�ngth testing foraccepjrr6. shaft bo-in accord kASTM, ., = r- UpG0I'�I,a1 _ ooAy of 41 fires (3) workingo?4rre_p ilests, ?A .taoriftci�rtoN -RI lTt3. iPrtafttll- rrriti 'W1ltli0flunUl�N•fouri JtQlritatslfSQaffelent , 7 ncrete comptet l�ral s rite olio do avallat►f6!{7rther iris1 fbA, - Z, ;'! .tip i i' +r " 4x. N" OF IAL. if wow ali'addAd,to �the purchaser ifs eropxtyald' 14e(uts4+ cpntrakt ors Ct9rtCr�B I M as rr l fe �( t" _ g �} 1e�e :�edtailrce ct ash[ cfanri f� ►Fa,:p1,4 a t,nti ,J S6ifer i3 not fespo Y Gi. •. 14'WAFtHANT% 'Seller wilirant$;W !t4. }tvaaMef 41 ready �hnctbfe RQW ape s tettl�'fbr acrfapt [itC we pOrr,7tlb°I w* ASTNt ryilf fief the d - r - th r Jae (; deSigtt lyoi�6( ,f �raat. $eljeF vrar�atttr the .,I under ilia Contract riieets !tie drxPripttpn alxt Pp :ifir4ns ter ltb 6grD96f . + h'.thi C.otitA & Nb.S% i riSr antt�9. el{presA'ttr inAp!1 3d. Sre R">>�^a Ltlnst sfistarials, wtmthetlthe�l bdW f fitrw- w-- Pods nro>n ., ,� •� ro�r+]p tyiiiiy:' ser's etcclutkve itetay tot bread!-ofthi�,�'arso b, gNresaller,'at'Setler% g1tion; to refund the purchase pt+ce. Fa reprJrf acid male at, Wr lk r provide_l?tirchaser wiih>s j� oWacpmnt for any rtDpl +i neeWential "dettht9es m6y"0e ctsFtrted Yyr$u s�et� Surf cotmeu�ton w . _ any brelftiof UUSAgteement br4acb Warranty tr�ratre. ] ;1 V13ANT_Y jS 1N"LAUCWAt-j) SELLER flEREf3Y E?fP ES�IS I Al �. �. _ . +WFitiRki' OFcIEAGi1:1fY AQ� OFfiM>`NY B U �'IJiiP 4- , t8. LiMITA IO>g 01t' Al S as�n re§ppngd ,,-and shal"I� a liable)n, t�ur^hQserT ' rig ors gt�ertttal $6tta inotiieoSyPyr�ittsaRj tti with t 1is C lirnftatro ear's fo Purctt$SePgood wtlf, khd any injury . 9t$o11 bf prpport}rf►tvttg•rpstglt4�f>3ptptr S41far ar.� r � �reaGtt'Dt by $elleG . r- � l� f ,. e -�,�a K - i u T' � rti � r� JAB=Gl�IdttMS AND BACif CHAfI i�invttas�r's e�{aluai+rs Ptapodutt c icing citlirni under tllic' Ga[drfec ageif t,�eellm fcr.artY_ ► s'te �cltt�ing of el l o> � � minty; as iris NAll gf t u ft bull not 1 _ tat'b ti 6f i>oritm0ar9�WantW mMba,"e Ipi¢eUsrm wnt vr3thtrtikhrst J �vo s i or w yr sqo ve 'tftk *,ittan. Jnelud(i the reason(#anti prourt ar the Ofa dolt am©unt ar ht. (fRE � E`R GIV E WIT WEEE 9) WO t! DAYS SVALL CO[�'[tP19E A P OF .',r-. � ,Rtt3kff:.TCi�•'16111wKEA�. , '. � reaathd,i�rr�fW+E9d�ag>+eedo�th3yti2trattort^tfrrougtf'nWrleget petSuttpie�r� ::'` ' f xmeitRrialg sd6 *ufter shall WWn v')It0efter Ormi'selIW has rec®w4d fi{lJI gi �ppstt�e same. f4isk of low+ of tltq ittatrRial sold udder this Conti ict stfd{I'Oass to urchaa'ser Leon d9 ivery of the sathe, at.the glace of deln+ruydesignated herein j addition{ tcr,sgsuntinI all A of Iffss, Purchaser.shallbe resPpitnslblefor compflarfoevig all- grnren m' ", tt rawfalpnsand ordlaerrices Wit mgwd b storage gi plbaerraeett same an d;:If.ttJdtlmnk(y and hold SeAer`F i�ss aga(net aM glattpxior personal injuries; ir►ctudling doatit aad property damage aHt3irtg from the storage, use or i Ming ^t 76, x tQQVCR£Ta t$f/YiiNlElGf3. Injurious to ayes,at>a9a *n irijf q11Ptr, Avoid cartFacl with eyes Andskiru J uvatarproof gloms, a fully buttoned 69-6f&evod sh+pf. fyi(-lar"t ; tr&us rs, and %t*ffitlttg,eye ji6tection when v(4,640 g wilt.ttr>s$eittillarbll�•t!t'Fyou have to stand iilvetconcrete, use Wat jooFboats that are tight 8t tops art ;ttigkfamdughiq keel concrete from fttluytng ir'ttti f horn• If you stp films * Dort re[awear I(+teapeda to protect knees FIRST AID: 0 dust is remove to trash air. Got tpadipil; lor, if Irrifatiop pertfsta•- VAO- at conca te, mat art bwttt, oraemsnt mittturas fmm yo_Dr skin with fresh, oJeon water immpdf . bl� after contact. "IrKirect C4ef at thrqu d can Deas seriousdimocmps, so pttrmplly rtnsewet Cocement or geRtent ml+trasirom clothing: Se�gttimm6diata medical attention if you have ON or vire dlsoorrifb t-. 4 oid bretithirtdf st from cuttJrt Dr grltiding conwite. When exposed to conatbte du* *&%..tecomnvnd�aGnits (sae MSP6). ,4fiat *uww NIOSH/MSM-moved-seaplft In -haft of eye contact, 119W' v th'plehty of water for at )sash iS.mintltes, f3Dnsul�a phystojan iptrnedWely. tCf6F OUT OF t3f+I OREN. US fsR O , 10�A s wi OaMA`f USE OR0(3f� eat TA rWh3H;ulr�t�itvrUlt9Dt9�tEf3)dJVNOREi�;�►eF � CEMENT aR CEMENT WTURfES, ► r '. r x _J �. J • � Y•� . .. > ... �' ter.. .. , � rr_ +� y 7' - +- 12/30/2002 14:45 3605688743 PAGE 04 , STONEWAY RENTON (Plant •10) 1915 M1101e Valley Hwy., Renton SEATTLE (Plant 011) 3803 E. Marginal wy S.• 9,1 CONCRETE VKWILA ES a12) 1702A0 W Vall9y Hwy• Grove ;COUNTING: 9125 TENTH AVENUE SOUTH CEDAR SHORE S (Plant 02) 21010 Cedar drove Rd S.E., Maple Valley -KET TIME SEATTLE. WA 98108 • (206) 762.2566 A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY INC. AM I LEAVE PLANT ARRIVE JOB BEGIN POUR j FINISH POUR LEAVE F'M ]$TOME ADAD 1 11 ECIAL I NO. I ORDER NO. . IL ID L. r , `I Vl IQ 1too r' h. FJV ! kl.)hlFl!~ f•I I �11 . �il.fkl`N�iN1Jf. DELIVERY TICKET SALES/PLANT g ORDER DESK A2`1 _ ARRIVE RLgNT I I It CUSTOMER PO JOB NO -0 `1 DE%ivERY TICKET NO !- PSI• I t n'OOLA i, I COLLECT ON DELIVERY (C.O.D.) O CASH = CHECK x 0 CHARGE CARD it —_ EXP O VISA 0 MASTERCARD ❑ DISCOVER TOTAL SLUMP SPACING ORDERED BY :K NO DRIVER • TAL REMIT TC SALIESTAX WATER ADDED ON -SITE CYLINDERS 0123 1Dv AVE. s. -- --- 10RIZED 6Y; SCAT -LE, WA BALANCE FOnWAA0 ❑ YES 98108 TERMS ON REVERSE gals. to full load ❑YES y AMOUNTTOTAL - REASON FOR DELAY TIME: gals. t0 2/3 load Q YES O JOB NOT READY O LACK OF HELP O ADDING WATER 0 WHEEL BARROW JOB gals. to 1/3 load ARRIVED JOB EARLY Q TRAFFIC 0 TRAIN O DRAW BRIDGE ❑ NONE O WAITING FOR TRUCK TO UNLOAD � PUMP BLOW -BACK aWATING ON PUMP O WASH PUMP Q OTHER ADDITION OF WATER WILL REDUCE - WARNING - RE EASE -•CUSTOMER RELEASES AND AGREES TO HO-D HARMLESS STONEWAY CGNC STRENGTH, WATER ADDED AT RR�TATION TO _' A DIVISION OF GARY MERLINO CONSTRuCTION COMPANY. INC FOR ANY :DAMAGE CUSTOMER'S OWN RISK. SKIN AND EYES OR PERSONAL PROPERTY CAUSED BY DELIvERY OF MATERIALS LISTED A8'' ✓E OETA,t. SEE REVERSE 06) AGREEMENT ACCESS ON BACK ;5i 7 MINUTES PER CUBIC YARD NOT RESPONSIBLE UNLOADING TIME INCLUDED. FOR COLOR CUSTOMER SIGNA7UgF�� Mal unloading Gme Charged at current hourly truck rate. —, , _ , _ — VARIATION DR SURFACE DISCOLORATION PRINT NAME v� �' DATE I DATA NEIF 'DELIVERY TCKET No, CUSTOMER COPY 12/3e/2e02 14:45 36e5689743 PAGE 02 RENTON CONCRETE RECYCLERS 22121 17th Ave. S.E., Suite 117- Bothell, WA98021 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 (BLACK RIVER QUARRY SITE) N-0 54086 SITE PHONE: (206) 772-2278 BUSINESS OFFICE: (425) 481-9101 Date: Customer: Phone: Address: Delivery Address: Special Instructions- Hauler's Name: Scaleperson:_"' CASH CHARGE TRUCK TIME MATERIAL GROSS TARE DRIVER'S NET :NFET VI!YDS PRICE SIGNATURE 03 10io 50Z,40 Subtotal DRIVER'S Tax SIGNATURE: Total NOTICE: it is specifically agreed that this company shall not be in anyway responsible for drimage to customer's property, resulting m deliveries beyond curb line. TERMS; NET 15 DAYS from the and of the Month. A finance charge will be assessed on all past due accounts at a rate of 1 112% per month. Annual finance charge of 18%. 12/30/2002 14:45 3605689743 PAGE 03 RENTON CONCRETE RECYGUJt b 22121 17th Ave. S.E., Suite 117 - Bothe(4,W�98021 1 UO'v PIT SITE: 500 MONSTER RD,St:W.. RENTON, WA 98055 No 54101 (BLACK RIVER QUARRY SITE) SITE PHONE: (206) 772-2278 BUSINESd--0 <ICE: (425) 481-9101 Date: -_ -- customer: __ -- -• --- Address: Delivery Address: -- Special Instructions Scaleperson: Hauler's Name: — --- -- ❑ CASH CHARGE DRIVER'S TRUCK r 1 TIME MATERIAL GROSS _ TARE— --NET NET T!VD5 PRICE IGµATURE. 03 IZ30 5/g SZOUo 25BLU 2`a 190 I�fSq - -- 3Q-oD 15z5 100 _ f _1_ — - Subtotal --- --•----- Taz _----- ^_ • DRIVER'S // SIGNATURE /��// -- Total —..-- NOTICE: It is specifically agreed that this company shall not be in anyway responsible for damage to customer's progeny, resulting in deliveries beyona curb line. TERMS: NET 15 DAYS 110m the end o1 the month. A finance charge will be assessed on all past due accounts at a rate of 1 1!2% per month. Annual finance charge of 18% Kathryn A Fladmoe Travelersi Bank of America Tower 701 5th Avenue, Ste 3850 SEATTLE, WA 98104 `` Phone: (206) 386-5740 Fax: (206) 386-5713 CITY OF RENTON �-January 21, 2003 1055 SOUTH RENTON, WA 9980 WAY 5 �R OF P S CM` CONTRACT STATUS REPORT Contractors Name and address: B & L UTILITY, INC. 7101 SEXTON ROAD SNOHOMISH, WASHINGTON 98290 Bond information: Obligee Name: CITY OF RENTON Bond Number: 103925096 Effective date: October 23, 2002 Contract Price $189,878.00 Surety Company: Travelers Casualty and Surety Company of America Contract Description: Project Number: CAG-02-161 Project Name: SENECA AVE NW & NW 2ND STREET WTER MAIN REPLACEMENT PROJECT, WTR-27-2788 Project Description it the contract has been completed please state: Date of Completion of Work or Acceptance Date Final Contract Price Final Delivery If the contract is not cmmnletp_ nlrnaP atafp- Approximate dollar amount of Percentage Completed Is Progress satisfactory? contract completed: $ % Yes No Contract Amount Including Change Other / Probable Date of Do You know of any Claims or Liens - If yes, please Orders: Completion explain $ ❑ Yes ZNo Underwriter Comments: Remarks /Comments (claims or liens/progress not satisfactory, etc.) : It is understood that the information contained herein is furnished for the confidential use of Travelers Casualty and Surety Company of America and is merely an expression of opinion. Completed by TZ ` c-,A `k ('_-p „ - M c r� _o/� Title ��-' : � �� /� �! ti e.�✓ — Signature Phone # / 41a5- yid - 2a 0 6 Fax �. 5' yj J 7d Y/ E-mail _rl>?O lI f If your address has changed, check this box and print your new address on the back of the form S-5398 (4/01) Please return this form in the enclosed self-addressed envelope or fax to the underwriter listed above. ol TO: FINANCE DIRECTOR FROM: TRANSPORTATION SYSTEMS DIRECTOR CONTRACTOR: Lakeside Industries CONTRACT NO. CAG 03-069 ESTIMATE NO. 2 PROJECT: 2003 OVERLAY 1. CONTRACTOR EARNINGS THIS ESTIMATE $244,233.40 2. SALES TAX @ 8.80% $174.79 3. TOTAL CONTRACT AMOUNT TIES ESTIMATE $244,408.19 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 347,381.23 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $244,233.40 6. SUBTOTAL - CONTRACTOR PAYMENTS $ 591,614.63 7. RETAINAGE ON PREVIOUS EARNINGS $18,283.22 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $0.00 9. SUBTOTAL - RETAINAGE $18,283.22 10. SALES TAX PREVIOUSLY PAID $489.77 11. SALES TAX DUE THIS ESTIMATE $174.79 12. SUBTOTAL - SALES TAX $664.56 * (EI) ** (BETAITA/NANAGS.• 5%) GRAND TOTAL: $610,562.41 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): Tyr nsportatlon-Street Overlay ACCOUNT 317.012108.016.5950.0030.67.000000[25207]5354 $34,048.71 #2 Water Engineering -NW 2nd Street Water Main Replacement ACCOUNT 421.000600.018.5960.0038.65.065215[65215]5354 $0.00 #2 Community Services/ Facilities -Renton Parking Garage ACCOUNT 301.000000.020.5940.0073.62.000004 $2,160.99 #2 Transpo a ion-Arteri I Rehabilitation ACCOUNT 317.012186.016.5950.0030.67.000000[25437]5354 $208,198.49 #2 RETAINED AMOUNT (Line 8): Transportation -Street Overlay ACCOUNT 317.012108.016.5950.0030.67.000000[25207]5354 $0.00 #2 WaterEngineering-NW 2nd Street Water Main R placement ACCOUNT 421.000600.018.5960.0038.65.065215[6521515354 $0.00 #2 Community Services/ Facilities -Renton Parking Garage ACCOUNT 301.000000.020.5940.0073.62.000004 $0.00 #2 Transportation -Arterial Rehabilitation ACCOUNT 317.012186.016.5950.0030.67.000000[25437]5354 $0.00 #2 $0.00 TOTAL THIS ESTIMATE: $244,408.1919 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN, AND THAT THE CLAIM 15 A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT I AM AUTHORIZED TO AUTHENTI AN ERTIFY TO SAID CLAIM SIGNED: Project: 2003 OVERLAY Cnntractnr 1 akPsirlP InrluMripc Contract Number. CAG 03-069 Closing Date: 9/26/2003 Item Description Unit Est. Unit No. Quanti Price 9/5 9/8 9/9 1 9/10 9/12 9/15 9/17 9/19 9/23 Previous Previous This This Total Total Quantity Amount Quantity Amount Quantity Amount SCHEDULE"A" 001. Mobilization Lump Sum 1.0 $ 2,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 002. Traffic Control Lump Sum 1.0 $ 1,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 003. Asphalt Concrete Paving Ton 112.0 $ 40.00 'B' 31.58 119.39 $4,775.60 31.58 $1,263.20 150.97 $6,038.80 Class Including Asphalt 004. Removal of Asphalt Concrete SY 191.0 $ 3.00 241.00 60.00 $180.00 241.00 $723.00 301.00 $903.00 Pavement (by Cold Planing) 005. Adjust Valve Box Each 4.0 $ 200.00 3.00 $600.00 0.00 $0.00 3.00 $600.00 006. 4" Raised Pavement Marker Each 27.0 $ 1.65 0.00 $0.00 0.00 $0.00 0.00 $0.00 Type 1, White 007. 4' Raised Pavement Marker Each 5.0 $ 2.40 0.00 $0.00 0.00 $0.00 0.00 $0.00 Type 2e, White 008. 4' Raised Pavement Marker Each 3.0 $ 5.00 2.00 $10.00 0.00 $0.00 2.00 $10.00 Type 2, Blue 009. Finish and Clean Up LS 1.0 $ 500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 $1,986.20 8.8% Sales Tax $174.79 ,� , ) Total Schedule A $2,160.99 J�/j!//� $7,551.80 $664.56 $8,21636 SCHEDULE"B" 001. Mobilization LS 1.0 $55,000.00 0.25 0.75 $41,250.00 0.25 $13,750.00 1.00 $55,000.00 002. Traffic Control LS 1.0 $80,000.00 0.25 0.50 $40,000.00 0.25 $20,000.00 0.75 $60,000.00 003. Asphalt Concrete Paving(Overlay) Ton 9525.0 $ 40.00 1,656.60 1,957.38 6059.73 $242,389.20 3613.98 $144,559.20 9673.71 $386,948.40 Class 'B" Including Asphalt 004. Removal of Asphalt Concrete SY 24721.0 $ 3.00 8,387.00 2,318.00 5,441.00 6793.00 $20,379.00 16146.00 $48,438.00 22939.00 $68,817.00 Pavement (by Cold Planing) Project: 2003 OVERLAY Contractor. Lakeside Industries Contract Number. CAG 03-069 Closing Date: 9/26/2003 Item Description Unit Est. Unit 9/5 9/8 9/9 9/10 9/12 9/15 9/17 9/19 9/23 Previous Previous This This Total Total No. Quantity Price Quantity Amount Quantity Amount Quantity Amount 005. Adjust Monument Each 49.0 $ 200.00 2.00 6.00 4.00 $800.00 8.00 $1,600.00 12.00 $2,400.00 006. Adjust Manhole Each 120.0 $ 350.00 2.00 6.00 10.00 4.00 $1,400.00 18.00 $6,300.00 22.00 $7,700.00 007. Adjust Valve Box Each 95.0 $ 250.00 5.00 4.00 9.00 $2,250.00 9.00 $2,250.00 18.00 $4,500.00 008. Adjust Catch Basin Each 2.0 $ 350.00 1.00 0.00 $0.00 1.00 $350.00 1.00 $350.00 009. 4" Raised Pavement Marker Each 5060.0 $ 1.65 2300.00 $3,795.00 0.00 $0.00 2300.00 $3,795.00 Type 1, Yellow 010. 4" Raised Pavement Marker Each 546.0 $ 2.40 249.00 $597.60 0.00 $0.00 249.00 $597.60 Type 2d, Yellow 011. 4" Raised Pavement Marker Each 1117.0 $ 1.65 154.00 $254.10 0.00 $0.00 154.00 $254.10 Type 1, White 012. 4' Raised Pavement Marker Each 171.0 $ 2.40 32.00 $76.80 0.00 $0.00 32.00 $76.80 Type 2e, White 013. 4" Raised Pavement Marker Each 56.0 $ 5.00 29.00 $145.00 0.00 $0.00 29.00 $145.00 Type 2, Blue 014. Plastic Crosswalk LF 1210.0 $ 1.50 340.00 $510.00 0.00 $0.00 340.00 $510.00 (8'Wide) 015. Plastic Stop Bar (18' Wide) LF 281.0 $ 3.00 349.00 $1,047.00 0.00 $0.00 349.00 $1,047.00 016. Plastic Arrow Each 36.0 $ 75.00 16.00 $1,200.00 0.00 $0.00 16.00 $1,200.00 017. Plastic Railroad Crossing Each 2.0 $ 200.00 2.00 $400.00 0.00 $0.00 2.00 $400.00 018. Induction Loops Each 18.0 $ 500.00 4.00 $2,000.00 0.00 $0.00 4.00 $2,000.00 019. 4" White Edge of Road Line LF 4350.0 $ 0.15 10701.00 $1,605.15 0.00 $0.00 10701.00 $1,605.15 020. Finish and Clean Up LS 1.0 $10,000.00 1 1 0.5 0.00 $0.00 0.50 $5,000.00 0.50 $5,000.00 Total Schedule B $242,247.20 $602,346.05 Total All Schedules(A+B) $244,408.19 $610,562.41 PROJECT MAP TRAFFIC IMPACT Because this project is in a closed end neighborhood, local residents will be impacted. However, there will always be local access, with at least one drivable lane available for emergency and local use. Some traffic disruption will be experienced by area residents during the two months of construction. Traffic speeds will be reduced to maintain public safety in and near the project site. CONSTRUCTION SEQUENCING Construction of the project will be sequenced as follows: • Install water pipe in NW 2nd Street - from 84th Ave S to Seneca Ave NW. • Install water main in Seneca Ave NW —from NW 2nd Street to end of cul-de-sac in Seneca Ave NW. • Complete final trench patch, landscape, sidewalk and driveway restoration. The City of Renton will soon begin construction of a new 8-inch water main in the following streets in the West Hill area: • NW 2nd Street, from 84th Ave S (Raymond Ave NW) to Seneca Ave NW. • Seneca Ave NW to north end of Cul-de-sac in Seneca Ave NW. (see map provided) SO THAT YOU KNOW... This project is part of a continued effort to upgrade the water main distribution system facilities in sup- port of the City's goals for replacing undersized and leaking water main. This project will provide the Fire Department with improved fire fighting capability to better serve your neighborhood. Construction will begin in early May 2002 and be completed in July. WHAT TO EXPECT... We regret the temporary inconvenience construction may cause, and have taken the following steps to minimize disruption: • Work hours will be restricted to Monday through Friday, 7:00 am. To 5:00 p.m. • Local street access will be maintained at all times, however there will be brief periods when drive- ways may be blocked. • On -street parking will be temporarily restricted where pipe is necessary but will become available after construction activity has passed. • Temporary asphalt patches will be installed to cover construction trenches and provide a smooth driving surface until the trench patches are fully restored with a new surface. CA AVE. NW 2ND STREET VATER MAIN :PLACEMENT PROJECT PROJECT NUMBER WTR-27-2288 �Y W Z LL Z W U Of W a Particle Size Distribution Report - ASTM D 422 GRAIN SIZE - mm COBBLES % GRAVEL % SAND % SILT I % CLAY 0.0 34.8 45.4 19.8 Ll SIEVE SIZE PERCENT FINER SPEC." PERCENT PASS? (X=NO) 2 in. 100.0 1 in. 86.3 .75 in. 83.1 .625 in. 82.8 .50 in. 77.7 .375 in. 73.8 .25 in. 69.0 #4 65.2 #10 55.9 940 43.4 #100 29.0 #200 19.8 (no specification provided) Sample No.: 2 Source of Sample: Location: Site / ' Checked Bv: W. Hansen / )' OTTO ROSENAU & ASSOCIATES, INC. Soil Description Sample #2: Orange brown Silty sand with gravel Atterbero Limits (ASTM D 4318 PL= NT LL= NT Pl= NT Classification USCS= SM AASHTO= A-I-b Coefficients D85= 23.4 D60= 3.06 D50= 0.897 D30= 0.161 D15= DSO= Cu= Cc= Date Tested: 12-6-02 Tested By: A. Duong Remarks Classification: ASTM D2487 Natural Moisture: ASTM D2216 Date Sampled: 12-5-02 Elev./Depth: ---f tie: Project Manager Client: City of Renton Utilities Division Project: Seneca Ave NW & 2nd St NW Water Replacement ect No: 02-678 Otto Rosenau & Associates, Inc. IN -PLACE DENSITY REPORT OF SOILS (ASTM D 2922) Job #: 02-678 1 Report #: 001 Permit #: Project: Seneca Ave NW & 2nd St NW Water Replacement Architect: Address: Seneca Ave NW & 2nd St NW Water Replacement Engineer: King County Road Services Division Client: City of Renton Utilities Division Contractor: B & L Utility Inc. Date: December 5, 2002 Inspector: E. Moon Lab Maximum Dry Densities Equipment Uncorrected Corrected ID IG Soils I.D. Soil Description Dry Density Optimum Moisture versize °/ rock Dry Density Optimum Moisture ASTM Method Wet 42277 X1 0.98 1 brown silty sand w/ gravel 126.5 9.5 129.5 8.5 D-1557 H2O 9337 2 oran a brown silty sand 124 10.5 129.5 8.5 x1 0.97 w/ gravel Compaction Methods & Equip: Monitored Placement and Compaction NO Percent Compaction Required 95% Test Location Test Method Elevation Depth of Fill Soil ID Wet Density Moisture % ASTM D3017 Dry Densit Max. Dry Density % Comp. Conforms 1 NW 2nd St 80' East of DT subgrade 3' 1 140.6 12.73% 124.7 129.5 96% Yes Seneca Intersection 2 NW 2nd St 100' West of DT subgrade 3' 2 126.9 10.46% 114.9 124.0 93% No Seneca Intersection 3 NW 2nd St 400' West of DT subgrade 3' 2 125.4 10.72% 113.3 124.0 91 % No Seneca Intersection Comments: Note: Locations #2 & #3 will require additional compaction and re -testing upon completion. Also, uncorrected proct ue appl.ed to results. Owner Contractor Architect Building Department Engineer Technical Responsibility: a t Hansen, Project Manager This report applies only to the items tested and is the exclusive property of the client and Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Form -112 Pa f 1 Revis 12 6747 ML King Way S., Seattle, Washington 5 - Phone (206) 725-4600 - Fax (206) 723-2221 � • SM CITY OF RENTON DEVELOPMENT SERVICES DIVISION MEMORANDUM Ci7Y G HENTON DATE: December 12, 2002 UTIL:JTy;yS` MS TO: Linda Ferkingstad, PBPW — Utilities FROM: Jessica Briere, PBPW — Dev Services/Plan Review SUBJECT: Notice From Lakeridge — RE: Seneca Ave NW & NW 2"d St Water Main Replacement Project The attached notice appeared in my inbox this morning and I believe it should go to you, or perhaps Abdoul or Rick M. I looked up the referenced project and the project number is WTR-27-2788 with Rick Moreno being the project manager. Please let me know if there's anything I can (should!) do - Thanks. l� tT E S v\o IL C�Q, I Y -� � ' 1 ,• L�1 1V h L� 11/19/2002 17:12 2067232221 OTTO ROSENAU ASSOCSS PAGE 01 OTTO ROSENAU & ASSOCIATES, INC. C*otechnical Engineering, Construction Inspeedon & Materials Tasting FAX Ta Mr. Rick Moreno Can4wbnr City of Renton rMc (425) 430-7241 6747 M. L King Way South, Seattle, Washington 981183216 USA Tel: (206) 7254600 • Toll Free: (888) OTTO-4-US a Fax (206) 723-2221 WBE W2F5913684. WABO RegM and Agency. Wetasite: www,ottorosenou.com Prom Waft Hansen Pages: 4 Data 11/19/2002 Phones (425) 430-7208 Emmak watt0ottorosenau,com Rao Seneca Ave. NW & NW 2rd Street Water Main Replacement '`IrUnWit AForReview ❑ PleamCvmmmnt 'r!fPIe=e Reply • Comments Dear Mr. Moreno: Please find the attached fee schedule to provide lolls compaction testing services for the above referenced project. The original has been mailed and should arrive shortly. We appreciate your business and look forward to working together with your project team. Th k you, Waft Hansen This transmittal is intended for the Individual/agency so named and may contain proprietary or other Information confidential In nature. if you received this transmittal In error, or if the d®livery of this document to the indMduaVagency so named is in error, please destroy this document In Its entirety and notify the sender immediately. 8 aw-vvL_ `ui) 8" 45- BEND (MJ X MJ) CONCRETE BLOCK 8" SPOOL PIECE (DI) 8" LONG BODY SLEEVE 4-3/4" SHACKLE RODS FROM G.V. TO DEAD —MAN BLOCK re FINAL CONNECTION DETAIL - B -F-�W �A `4 C44 - (VA dry)�J O C 1 t \-t ° i= F-e �" T o (Q q � 5 PAY LIMIT TRENCH BACKFILL 1.5 X PIPE O.D. + 18" FOR MAIN LINE 24" FOR WATER SERVICES & HYDR I J 6" 8" DEPTH AS REQ'D NOT TO SCALE SEE STANDARD PLAN H032, H032A FOR STREET RESTORATION REQUIREMENTS LATERALS NATIVES MATERIAL (UNLESS DEEMED UNSUITABLE BY THE ENGINEER) IMPORT SUBSQUENT BACKFILL MATERIAL PER SECTION 9-03.12(3) PROPOSED 8" WATER MAIN WITH POLYWRAP REMOVE EXISTING HARDPAN & NATIVE ROCK REPLACE WITH: PIPE ZONE MATERIAL PER SECTION 9-03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING EXCAVATION AND BACKFILL OF UNSUITABLE FOUNDATION MATERIAL DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9-03.9(1) BALLAST HARDPAN SOIL CONDITIONS HAVE BEEN ENCOUNTERED FROM PREVIOUS EXCAVATION WITHIN THE NW 2ND STREET AND SENECA AVENUE PROJECT SITE. EXCAVATION OF HARDPAN, HARD CLAY, GLACIAL TILL, SANDSTONE, SILTSTONE, SHALE, OR OTHER SEDIMENTARY ROCK, WHICH ARE SOFT, WEATHERED, OR EXTENSIVLY FISSURED WILL NOT BE CLASSIFIED AS ROCK EXCAVATION. SUCH SOIL CONDITIONS ARE CONSIDERED INCIDENTAL TO THIS PROJECT. 11/19/2002 17:12 - 14 2067232221 OTTO ROSENAU ASSOCSS PAGE 02 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118-3216 USA Tel: (206) 725-4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 WBE W2F5913684. WABO Registered Agency • Websits: www.ottorosenau.com November 19, 2002 Proposal No- 02- 683 Mr. Rick Moreno City of Renton Utilities Division 1055 South Grady Way Renton, Washington 98055 Re: Seneca Avenue NW and NW 2°4 Street Water Main Replacement — S4119 Compaction Testing Services Dear Mr. Moreno: Otto Rosenau & Associates, Inc. is pleased to provide you and your firm with our fee schedule to provide soils compaction testing and materials testing services in support of your project. Otto Rosenau & Associates Ina Is a State Certified Women Business Enterprise (WBE) and is registered by the Washington Association of Building Officials (WABO) for ell special inspection disciplines as well as nationally accredited by the American Association for Laboratory Aocreditetlon (A21-A), and the International Standard ISO/IEC 17025. ORA has provided inspection and testing services In Washington State since 1954 and currently employs more then 40 highly capable Inspection personnel of many diverse areas of expertlsa and background. We feel the reason for our success over the years has been our commitment to provide our clients with the highest quality and most timely services possible at a reasonable cost. We appreciate the opportunity to submit our fee schedule for your review and consideration and look forward to working with you on your project. Should you have any questions or need further information, please do not hesitate to contact me. Reviewed by: Susan Rosenau-Moser, Vice President (W Very truly yours, 079 ROSENAU & ASSOCIATES, INC. Wafter C. Hansen Project Manager WCH: SRM: WH Enclosure 11/19/2002 17:12 2067232221 OTTO ROSENAU ASSOCSS PAGE 03 City of Renton Utilities Division Soneoa Ave and 2n° Avs. NW Water Main Replacement Proposal No.: 02-683 November 19, 2002 Pogo 2 of 3 Otto Rosenau & Associates, Incorporated Geotechnicel Engineering, Construction Inspection & Materials Testing FEE SCHEDULE DClIa1ONtyF $@l1ilC8` tJlwtl`' FEE' , Geotechnical Engineer (If Required) Hour $85.00 Soils Compaction Testing ( Includes Technician and Equipment) Hour $48.00 Soil Grain Size Distribution (Slew Anetysia) Each $75.00 Soil Moisture -Density Relationship (Proctor) Each $140.00 Associated Mileage (Portal to Ponaq Mile $0.45 Parldng Fees (MNot Provided on -site) Lot Cost + 15% Project Management/ Inspection Team Supervision Hour Included Report Preparation, Review and Distribution Hour included Note: Addhlorml esrvicee are available. and will be provided upon request, of our published rates and feat. • CONTRACT APPROVAL Should our proposal. Including our approach to quality, terms and conditions, and fee schedule meet with your approval, please provide an authorized signature below and fax or mail a copy of this page to our attention. Thank you for selecting Otto Rosenau & Associates, Inc. hulow 6ftm"'� Authorized 81griature Cif of R'� - Company Name ► e U ff:N ow Um &4fautaIL/ Print Name & Title Date F S, Obo v, us-em oL'-� all 'S 11/19/2002 17:12 2067232221 OTTO ROSENAU ASSOCSS PAGE 04 Otto Rosenau & Associates, Incorporated Geotechnlcal Engineering, Construction Inspection & Materials Testing City of Renton tAlities Divislon Seneca Ave and 2n' Ave. NW Water Main Replaosment Proposal No.: 02-e83 November 19, 2002 Page 3 of 3 TERMS, DEFINITION$, AND GENERAL CONDITIONS 1. Parties and Scope of Work: Otto Rosenau and Associates, Inc. (herein "ORA"). is performing the specific inspection, testing, geotechnical engineering, or other services performed by ORA as described in its proposal accepted by Client, (herein the "Work"), which shall be subject to these Terms, Definitions, and General Conditions. The Client accepts sole responsibility for determining whether the quantity and nature of the Work ordered by Client is adequate and sufficient for Client's needs. 2. Access to Site/Notificatlon: Client shall arrange and provide access to the site as required for ORA to perform the Work. Advance notification for inspection and testing services is the responsibility of Client and/or Its representative. Inspection or testing services should be requested as far In advance as practical (preferably a minimum of two business days notification). ORA has not Included in its fee and is not responsible for the cost of restoration of damage that may occur due to Work performed. Client agrees to indemnify and save ORA harmless from all claims, suits, losses, costs and expenses including reasonable attorney's fees as a result of personal injury, death or property damage occurring with respect to ORA's Work or arising from subsurface or latent conditions or damage to subsurface structures, lines, or conduits. Client, landowner and its agents shall accept sole responsibility to notify appropriate agencies in regard to any hazardous substances discovered by ORA on the project site. ORA is expressly relieved from any obligations to report the presence of hazardous substances to any and all regulatory agencies. 3. Schedule of Work: ORA's Work will be accomplished in a timely, workmanlike manner by ORA or its subcontractor at the prices or fees quoted. If ORA is required to delay commencement of the Work or if it is required to stop or interrupt the progress of its Work as a result of changes in scope requested for any reason by the Client, interruptions in the progress of construction, or causes beyond the control of ORA, additional charges will be applicable and payable by the Client. 4. Work Hours: The normal non -overtime work hours for ORA personnel are an eight hour shift between 6;30 am and 5:00 pm Monday through Friday, except for holidays. The holidays recognized are New Years Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day. in the event the holiday falls or a Sunday the observance is recognized on Monday. 5. Labor Rates: For work on Saturdays and in excess of eight hours Monday through Friday, the non -overtime labor rates quoted will be multiplied by 1.5 to establish the applicable overtime rate. For work on Sundays, holidays and in excess of eight hours on Saturdays and in excess of twelve hours Monday through Friday, the non -overtime rates quoted will be multiplied by 2.0 to establish the applicable double time rate. All services are porta' to portal from ORA's facility. There shall be a three hour minimum charge during the normal non -overtime work hours, a four hour minimum charge for weekend and holiday, and an eight hour minimum charge for night shifts. The applicable labor rate will apply depending upon the day/shift demand. When required by Codes and Standards, test samples will be created and may be required to remain in an undisturbed condition for 24 to 48 hours, samples will be picked up as prescribed and Client will be invoiced portal to portal at the applicable labor rate. 6. Payment: Client shall be invoiced once each month for work performed during the preceding month Client agrees to pay each invoice within 30 days of its receipt. A service charge of 1.5% per month is added to all delinquent accounts. Where legal action Including assertion of lien rights becomes necessary to obtain payment for services provided, Client agrees to pay all collection costs, including any and all attorney's fees. ORA's final report will not be submitted until all invoices are paid. 7. Indemnity: ORA agrees to indemnify and hold Client harmless from any and all claims, suits, costs, and expenses subject to the foregoing limitations, including reasonable attorney's fees and court costs, but only to the extent of ORA's negligence. Client shall provide same protection to ORA to the extent of its negligence. In the event that client or its principals shall bring suit, cause of action, claim, or counterclaim against ORA, the party initiating such action shall pay to ORA the costs and expenses incurred by ORA to investigate, answer, and defend itself including reasonable attorney's fees, witness fees and court costs to the extent that ORA shall prevail in such suit. Notwithstanding any other provision herein, should ORA or any of its employees be found to have been negligent in performing services or work, client and all parties claiming as a result thereof agree that the maximum aggregate amount of liability of ORA and its officers, employees, and agents shall be limited to the total amount of the fee paid to ORA for its Work ORA may engage the services of other contractors/consultants on behalf of Client for the provision of professional services. ORA shall be held harmless, and assumes no liability, for the services of said contractor/consultant As such, ORA shall be held harmless from any claim which may arise out of the actions of the contractor/consultant. 8. Provisions: Client agrees it will not engage or employ any employees of ORA for a minimum of two years after completion of ORA services for this project. All quotations are based upon standard non -overtime hourly rates. Unless otherwi9e agreed, this proposal terminates in 60 calendar days from the date of Issue unless accepted In writing within said 60 days. ORA may dispose of project inspection files after a period of ten years. Client may request in writing to extend the file retention period or obtain custody In lieu of disposal, subject to mutual agreement upon a retentlon/custody agreement, including fees to be paid ORA. 9. Entire Agreement: This agreement constRutes the entire understanding of the parties and there are no representations, warranties or understandings made other than those as set forth herein. This agreement may be modified only in writing, signed by each of the parties. No work can be performed prior to written acceptance of this proposal, CITY OF RENTON 4,OR Planning/Building/PublicWorks Department J Tanner, Mayor Gregg Zimmerman P.E., Administrator November 7, 2002 Bill Liffrig B & L Utility, Inc. 7101 Sexton Rd. Snohomish, WA 98290 Sent via far (360) 568-8743 SUBJECT: NOTICE TO PROCEED - CONTRACT NO. CAG-02-161 CITYOFRENTON CIP PROJECT WTR-27-2788, SENECA AVENUE i,� Yir & N NV 2ND STREET WATER i*IIAIN REPLACEMENT PROJECT Dear Bill: This letter is your official "Notice to Proceed" to begin the construction contract listed above. You are hereby notified to commence work in accordance with the Contract dated November 6, 2002, on or before November 7, 2002, and you are to complete the work within forty (40) working days thereafter. The date of completion of all work is therefore January 9, 2003. Please sign and return one copy of this Notice to Proceed acknowledgment in the enclosed envelope. If you have any questions, please contact me at (425) 430-7208. Sincerely, Rick Moreno Project Manger Receipt of this NOTICE TO PROCEED is hereby acknowledged. This 7th day of November, 2002 CONTRACTOR: B & L Utility, Inc. 4 k J�z By: William K. Liffrig Title: —Pre� &^k cc: Abdoul Gafour \\DAEDALUS\SYS2\SHARED\Fi1e Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2788 �I-Senec. Ave NW & NW 2nd St Water Main Replacement\Construction Correspondance\noticetoproceed DOC\RLMUf R E N T O N 1055 South Grady Way - Renton, Washington 98055 ® This paper contains 50 % recycled material, 30 % post consumer AHEAD OF THE CURVE 11/12/2002 16:45 R 3605688743 CITY OF RENTON TRANSPORTATION SYSTEMS -TRAFFIC OPERATIONS TRAFFIC CONTROL. PLAN PAGE 02 CONSTRUCTION COMPANY; B& L U t 1 1 i ter , In(-_ _ APPL DATE: LDRESS: 7101 Sexton Road PERMIT SnohomiskL. W� 91�290-625 _ PHONE CONSTRUCTION SUPERINTENDENT: Billy L i _f fria MOB./CEL. f PROJECT NA3LE: $eneQa Avenge NW/NW (�n� Straat WMR FAX PROJECT LOCATION: Renton,_ Washingfnn N/E/S/W OF: WORX TD1E; QaM - 5Dm _ APPROVED BY: WORK DATE: November 1 2, 2002 - APPROVAL DATE: December 30, 2002 (429 115-5577 (429 754-1040 060 5FA-a2A3 NOTES: 1) WORK ZONE TRAFFIC CONTROL SRAI T BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2) CALL OIL (USING A LOCAL PHONE) OR 253-652-Z121 (USING A CELL PHONE), FIRE, AND POLICE DEPARTMENTS BEFORE ANY CLOSURE WITHIN PUBLIC RIGHT OF WAY. 3) CALL METRO TRANSIT CONTROL CENTER AT (208) 684-2732 AT LEAST TWENTY-FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 4) THIS PLAN MUST BE SUBMTTTHD AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. 6) APPROVED TRAFFIC CONTROL PLAN MUST BE AT THE WORK SITE DURING WORK HOURS. 6) ANY VEHICLE AND/OR EQUIPMENT TO BE USED FOR WORK WITHIN THE CITY RICHT OF WAY MUST DISPLAY A COMPANY LOGO (ANY LEGALLY ACCEPTABLE SIGN SHOWING A COMPANY NAME, ADDRESS, AND TELEPHONE NUMBER) AT A CONSPICUOUS PLACE ON THE VEHICLE OR EQUIPMENT. COMMENTS:LBI`1E CZ,OSURE ON LOW VOLUME, TWO LANE ROAD - TYPICAL APPLICATION_ ONE LANE OPEN AT ALL TIMES, UTILIZING A FL.AGGER TO CONITROL THE FLAW OF TRAFFIC THROUGH THE WORK SPACE. POSTID T n ON �..�.,.. / r] 1 I i -11. lUA rOS\-CY\C J Y 11/12/2002 16:45 3605689 43 PAGE 03 1, William R. (Billy) Liffzigrepresenting B & L Utility. Inc. a;ree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency services twenty-four (24) hours before any street or lane closures. I understand any lane or street closures not in conformance with the approved craffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 47.36.200 through 47.36,220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. NAME:_ William R. (Billy) Liffrig D.0.B.:_ 03/30/1969 SSM: 534-80-3309 HOME ADDRESS: 71 01 Sexton Road, Snohomish, :ti'A 98290-6252 WORK ADDRESS. 71 01 Sexton Road, Snohomish, WA 98290-6252 WORK PHONE. 4251 3�5-5577 HOME PHONE: 360/ 568-6002 COLOR EYES: BLU WEIGHT: 210 HEIGHT: 5-1 1 COLOR HAIR: Blonde WAS14INGTON STATE DRIVERS LICENSE NUMBER: LIFFRWR31 3DT h:\division.s�trvruper u0operatio\tray-con\fincs 11/12/2002 16:45 3605688743 to PAGE 04 Washington State Department of Transportation -,, ntrac! FA Number Request for Approval of Material Date I 11 111 i,)nn� I Seneca Avenue NW/NW Ind Streit -----_�--- Section I County King Contractor Subcontractor •• B & L UtilitY, Inc. For assistance in completing, see Instructions and Example RAM # Name and Location of Fabricator Bid Material or Specification Item No Manufacturer's Proovct/Type Manufacturer or Pit Number Reference PE App(i Code OSC File Appr'I Code No I - ---r- --- Renton 13 3 �" Recycled COncriiteRenton, WA —,-- -- I Project Engineer ; Date 'OSC Materials Engineer Date Approval Action Codes for use by Project Engineer and OSC Materials Laboratory i Conditionally Approved Acceptance Cased upon Satisfactory Test Report for samples of materials to be incorporated into project 2. Conditionally Approved Submit Mfg. Cart. of Compliance for Approvalprior to use of material i 3 Conditlonairy Approved Submit Catalog Cuts for Approval' prior to use of material I 4. Conditionally App(ovea: Submit Shop Drawings for 'Approval' prior to fabrication of material S Conditionally Approved: Only'Approved for Snipmenr or 'WSDOT Inspected material shelf be used 6. Conditionally Approved Submit Materials Certificate of Origin to Project Engineer 7 Approval Pending Request Transmitted to OSC Materials Laboratory for Approval Action. 8 Source Approved i 9. Approval Vvitnnela Submit samples for preliminary evaluation 10 Approval Withnetd 11 Remarks )ject Engineer Distribution Contractor Region Operations Engineer Region Materials 0 OSC Materials Lao DOT Fain 350471 .r ROVu64 t +rGe 0 General File 0 Fabrication Inspection Signing Inspection 0 Other 11/12/2002 16:45 .FiON 3605688743 PR7NE r40. : 425 772 2278 PAGE 05 No,;. 12 2002 11: 55AM P2 TABI,F- I KA No, 09"2024 Lab Report No. 2 Page No. 2 of 5 S.mple ID -NO: — 10104a _ Description Rezycled Concrete Top CoLae Sample Locatloa Sto&PWe Sample Data - — February 21.2002 Particle Size Anolyeis (AS")(M C136) Test Date - February 21, 2002 - Percent Passing Spedned Percent Passing Sieve Size %, -- 1000 _�^.--•- •59 100-100 Sieve Size '/.^ � 6 ------.�..... 11.3 SS-7S Sieve Si:e �/4U -- 1 8.24 _ Sieve Size 4200 2.1 0-10 Krum & Msocisteg. lne. OfYicea Serving The Western uYlltcd swcs 6)co22,*t gn.7.sac 11/12/2002 16:45 3605688743 FROM PHONE NO. : 425 772 227E PAGE 06 Now. 12 2002 11:56AM P3 Cq�l ,.-,I 100 9C 61 �1 Particle Size Distribution Report I MEN 111 1 1 III milli @emu �!II�IA I MINN GRAIN SIZE - rrm Y. Coss"s % GRAVEL *A SAND Y. SILT I % CLAY SEIZE PERCENT SIZE FINER BPGC: PERCLMT PASS? (XUNO) .75 in. 100,0 100 - l00 .23 in. 59.6 $5 - 7S #AC 11.8 9 - 24 #200 2.1 i 0 - 10 soli palf,00-6 n RCCyclad Concrete Top Coarse L _ m� PL= L- PI` 086= 13.0 gp= 43 0g0= 4.59 030= 1.89 015= 0-613 D10= 0,334 cum 19.26 Cc= 11.666 USCS= chm AAbHTO■ Tosted By: SD Sample ID: 1,0104a - w$ DOT Top Cow». Samplo No.: 10104a Source of S MPIO: On SSE Loaatlon: Stockpile \ client: Rcttton Concrete Rec5tlets �2W2 Control Samples �a"`t� �. KRAZAN & ASSOCIATES, INC. ' vrd.ot No: o9so2024 Data: 2-21-02 ElevMaottt: page 3of5 ;yk7"i` CITY OF RENTON Planninouilding/PublicWorks Department J e Tanner, Mayor Gregg Zimmerman P.E., Administrator November 7, 2002 Bill Liffrig B & L Utility, Inc. 7101 Sexton Rd. Snohomish, WA 98290 Sent via fax (360) 568-8743 SUBJECT: NOTICE TO PROCEED - CONTRACT NO. CAG-02-161 CITY OF RENTON CIP PROJECT WTR-27-2788, SENECA AVENUE NW & NW 2ND STREET WATER MAIN REPLACEMENT PROJECT Dear Bill: This letter is your official "Notice to Proceed" to begin the construction contract listed above. You are hereby notified to commence work in accordance with the Contract dated November 6, 2002, on or before November 7, 2002, and you are to complete the work within forty (40) working days thereafter. The date of completion of all work is therefore January 9, 2003. Please sign and return one copy of this Notice to Proceed acknowledgment in the enclosed envelope. If you have any questions, please contact me at (425) 430-7208. Sincerely, Rick Moreno Project Manger Receipt of this NOTICE TO PROCEED is hereby acknowledged. This 7th day of November, 2002 CONTRACTOR: B & L Utility, Inc. By: William R. Liffrig Title: cc: Abdoul Gafour \\DAEDALUS\SYS2\SHAREDWile Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2788 - Senec�Ave NW & NW 2nd St. Water Main Replacement\Construction Correspondance\noticetoproceed.DOC\RI.M\If R E N T O N 1055 South Grady Way - Renton, Washington 98055 ® This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE ti�Y o� City of Renton �% �- PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT ��11NV Utility Systems - Fifth Floor 1055 South Grady Way Renton, WA 98055 TO: Darrin Riddle Western Surveyors Phone: (425) 353-1119 Fax Phone: (425) 353-7149 SUBJECT: Survey Control Points for Seneca Ave NWI (B & L Utility Job) Date: 11 /5/02 FROM: Rick Moreno Project Manager Phone: (425) 430-7208 Fax Phone: (425) 430-7241 Number of pages including cover sheet 'i i i I REMARKS: ❑ Original to ElUrgent ElReply ElPlease x For your be mailed ASAP Comment [ review II have enclosed the most resent updates from our Property Services Department. Also, a copy of the Renton Survey Control Network for your use and instruction. E3 - 7 T23N WE SW 1/4 is [Lee S 13 + +17 + 67 E i i+; t 14 > 17( C07 -73- + 1423 198 11"1 +1471- + 451 +1000 + 9q!q---QQ.q -2268 052 -- 8 od 2588 7— 254 1'482 j2582 83 2 5 r i2 8 18 T23N R5E SW 1/4 CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS & BENCHMARKS TECHNICAL SERVICES •®• PLANNING/BUII.DING/PUBLIC WORM 02n4/00 91 6.._ { i 3 + 18-3 + 1285 1 T 19211 ! �,, AT 1rial +� 36 - J+175 +1519 1,1+249 �,1248 - +177 0, 11 7 43 ii 4 � + 1 1+ > i246 1245 7611 ' 00 542 1244 + 1104+ Z 885 0 1 -80+ A681 582 + 'doop 836f V !I + \1`— \SS4 i 0F y Jc 891 tn, Cyi +;/17 9 -8 j -----26551 88: r -P8 +1 84 1 LEGEND 1111 c Horizontal & Vertical 2222 8 Horizontal Only 3333 Q Vertical Only Momment F 3 Renton City LWts 18 T23N R5E NW 1/4 9 10 SECTION 18 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1099 Location: Found 3/8" plug in a monument case in the cross walk across Logan Ave S. on the centerline of S Airport Way Monument: 3/8 IN PLUG IN A 10 IN MON. CASE NORTHING: 54838.902 EASTING: 396314.116 ELEVATION: 1140 Location: Found a PK nail next to a monument case at the intersection of Shattuck Ave S. and S. 3rd. St. Monument: PK NAIL NORTHING: 54269.332 EASTING: 395995.587 ELEVATION: 1333 NW Corner 18 T23N R5E Location: Found a 3" flat brass disc with a punch mark on a concrete post monument down 0.8' in a monument case at the constructed intersection of S 128th Street & 84th Avenue S. Monument: 3 IN BRASS DISC W/PUNCH ON CONC MON, IN CASE, DN 0.8' NORTHING: 55227.028 EASTING: 394935.367 ELEVATION: 118.063 F3-3 SECTION 18 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1853 Location: Found a tack in lead on a 4"x4" concrete post monument down 0.5' in a monument case at the constructed intersection of S Langston Road & Thomas Avenue SW. There is another monument in case with a similar description approximately 10' westerly of the mark. There is another monument in case with a similar description approximately 30' westerly of the mark. Monument: TK IN LEAD ON CONC MON, IN CASE, DN. 0.5' NORTHING: 54505.679 EASTING: 394920.272 ELEVATION: 70.697 1887 Location: PK nail set at the intersection of Wells Avenue and Riverside Drive at (broken) the north end of the bridge. Changed to brass staub. Monument: BRASS STAUB NORTHING: 54709.218 EASTING: 396635.926 ELEVATION: 1896 Location: Found 1" rebar with cap DOWN 1.7' in a 10' monument case at intersection of Taylor Ave NW and NW 4th St. Monument: 1 IN REBAR WITH CAP DN 1.7' IN 10 IN. MON. CASE NORTHING: 55212.103 EASTING: 395512.663 ELEVATION: F3-4 SECTION 18 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1898 Location: Found 1.5" R.R. spike with punch mark in road surface at intersection of Shattuck Ave S. and S. 6th St. Monument: R.R. SPIKE WITH PUNCH MK. NORTHING: 53756.917 EASTING: 395983.750 ELEVATION: 1919 Location: Chiseled square at centerline top of stairway and north end of cul-de-sac on Thomas Avenue S. across the street from 13208 Renton Avenue South. Monument: CHISELED SQ @ CL TOP STAIRWAY NORTHING: EASTING: ELEVATION: 72.130 1920 Location: Found 3" brass disk stamped "King County Survey monument EN-61 1973" in sidewalk on the west side of Rainier Avenue South. Located north side of southerly driveway to building at 604 Rainier Avenue South. Monument: BRASS DISC NORTHING: EASTING: ELEVATION: 8.494 1939 Location: Top of Lead & tack set in concrete monument at intersection of Williams Avenue S. and S. Riverside drive. Monument: LEAD & TACK SET IN CONC MON NORTHING: EASTING: ELEVATION: 11.383 F3-5 CITY OF RENTON SURVEY CONTROL NETWORK The City of Renton Survey Control Network is the result of a three year project by the Technical Services Section of the Planning & Technical Services Division of the Planning/Building/Public Works Department and several private surveying firms working for the city. The purpose of this network is to provide an accessible common datum for all public and private projects within the city. Thus facilitating city wide infrastructure management and analysis and assuring compatibility between the various utility systems and system projects. This project started in 1992 with the formation of a Horizontal and Vertical Control Network Committee to prepare a plan for the development and maintenance of a Survey Control Network for the City. The committee members were: Robert Anderson PLS; Bush, Roed & Hitchings, Inc., Carrie Davis; Technical Services Section (Recorder), Abdoul Gafour; Utility Systems Division, Arneta Henninger; Plan Review Section, Development Services Division, Jae Lee; Transportation Systems Division, Robert Mac Onie; Technical Services Section (Chairman), Jon Warren PLS; Dodds Engineers, Inc., Dennis Wegenast; National Geodetic Survey. The committee developed the standards, specifications and phasing for all ensuing work. All survey work meets the requirements specified by the Federal Geodetic Control Committee in Standards and Specifications for Geodetic Control Networks dated September 1984. The project was split into three phases: 1) monument recovery, 2) horizontal control and 3) vertical control. The monument recovery project was performed by Dodds Engineers, Inc., under the direction of Jon Warren PLS in 1992 and early 1993. This project identified existing Public Land Survey System comer monuments and other monuments (NGS, C&GS, King County, City of Bellevue, major intersections and those located near current and proposed capital improvement projects) important to the development of a survey control network. In most cases, street centerline monuments were selected for both horizontal and vertical control due to stability and maintenance considerations. The second and third phases ran concurrently during 1993 & 1994. The horizontal control phase was executed by Bush, Roed & Hitchings, under the direction of Robert Anderson PLS, using Global Positioning Systems (GPS) technology per the Federal Geodetic Control Subcommittee Standards for GPS control surveys as defined in Geometric Geodetic Accuracy Standards & Specifications for Using GPS Relative Positioning Techniques dated August 1, 1989. This phase established NAD 1983/1991, Washington State Plane, 2nd Order, I st Class, northing and easting values for 122 monuments in and TS SERVER//SYS2\"S\83m\control\scn.doc i 2 May 2000 around the City. Four NAD 1983/1991 National Geodetic Survey (NGS) high precision geodetic network (HPGN) monuments (BROWN, PT B 1962, HAFF and MUD MTN) controlled the GPS survey. All coordinates show are "Washington Coordinate System of 1983/1991, North Zone." The vertical control phase was performed by Triad Associates, under the direction of Brad Freeman PLS, using a Wild NA2000 automatic auto reading level and Star*Lev adjustment software. This phase established NAVD 1988, 3rd Order, 1st Class, elevations on 190 monuments in and around the City with 70 of these being horizontal control monuments as well. The leveling project was divided into seven primary interdependent loops connected at a minimum of two points with common benchmarks. Additional legs were run across the primary loops tying into two benchmarks at both ends. A total of 15 NGS benchmarks were part of the network, four of which were held in the final adjustment (NGS Archive Numbers SY0232, SY0162, SY0163 and SY0617) and provided substantial agreement (less than or equal to 5mm) with 5 others. The City, in 1995, will have reference points set for all Survey Control Network street centerline monuments not currently referenced. Over the next several years monuments in need of upgrade will be reset as part of an ongoing maintenance program or where capital improvement projects would likely disturb them. As an adjunct to the Survey Control Network the city has developed the enclosed Surveying Standards. Al Hebrank of Hebrank & Associates developed the first draft of these standards which were modified to require the use of the Survey Control Network for all public and private development projects within the city and define the responsibilities of the surveyor in the establishment of new monuments and their associated records. The standards have been reviewed by at least ten licensed surveyors for completeness and suitability. The City of Renton and its urban growth area lie between latitudes 47' 25' North to the south and 470 32' 30" North to the north. In most cases the combined scale factor (elevation and grid scale) throughout this area can be treated as equal to 1.0000000. Table 1. shows the grid scale factors for each minute of latitude in the Renton area identified above. Please note that the relative accuracy for the grid scale factors is approximately 1 in 60,000 at 470 25' N to the south and 1 in 111,000 at 47' 33' N to the north and thus for most survey work will have no impact on surveys covering less than 1.5 miles. TS_SERVER//SYS2\MAPS\83m\control\scn.doc ii 2 May 2000 TABLE 1. LAMBERT CONFORMAL CONIC PROJECTION TABLE Washington Coordinate System of 1983/1991, North Zone for Renton Tabular. Grid Latitude Radius Difference Scale for 1" of Lat. Factor 470 25' 5807452.516 30.88355 1.00001659 470 26' 5805599.504 30.88353 1.00001310 470 27' 5803746.492 30.88352 1.00000970 470 28' 5801893.480 30.88351 1.00000638 470 29' 5800040.470 30.88350 1.00000315 470 30' 5798187.460 30.88349 1.00000000 470 3 F 5796334.450 30.88349 0.99999693 470 32' 5794481.441 30.88349 0.99999395 470 33' 5792628.431 30.88349 0.99999105 The range of elevation in Renton is between 0 and 200 meters (0 and 656 feet). Table 2 shows the scale factor due to elevation. TABLE 2. SEA LEVEL REDUCTION TABLE Renton Elevation Sea Level Feet Factor Sea Level 1.0000000 500 0.9999761 1000 0.9999522 The worst case relative accuracy for an elevation of 650 feet with an interpolated scale factor of 0.99996893 is approximately 1 in 32,000. When combined with the worst case grid scale factor of 0.99999195 it yields a combined factor of 0.99995998 for a relative accuracy of approximately 1 in 25,000. It should be noted that Washington state uses the US survey foot and the conversion between feet and meters is 3937/1200 or 3.28083333 feet per meter. An analysis of the differences between NGVD 1929 and NAVD 1988 elevations in and around Renton yields a conversion factor of +1.092 meters going from NGVD 1929 to NAVD 1988. The information in this document has been extensively reviewed but there is always the possibility that some particulars of the monument locations, descriptions or values are either misleading or incorrect. If any such errors are found please contact the City of Renton's Mapping Supervisor at -A69. This document will be updated on an ongoing basis as monuments are upgraded, added or as corrections are made. TS_SERVER//SYS2\MAPS\83m\control\scn.doc iii 2 May 2000 City of Renton Surveying Standards City of Renton Standard Plans & Supplemental Specifications Section 1-11 Adopted December 16, 1996 Effective January, 21, 1997 TS_SERVER//SYS2\MAPS\83m\control\scn.doc 1-11-1 2 May 2000 1-11 Renton Surveying Standards 1-11.1(1) Responsibility for surveys (RC) All surveys and survey reports shall be prepared under the direct supervision of a person registered to practice land surveying under the provisions of Chapter 18.43 RCW. All surveys and survey reports shall be prepared in accordance with the requirements established by the Board of Registration for Professional Engineers and Land Surveyors under the provisions of Chapter 18.43 RCW. 1-11.1(2) Survey Datum and Precision (RC) The horizontal component of all surveys shall have as its coordinate base: The North American Datum of 1983/91. All horizontal control for projects must be referenced to or in conjunction with a minimum of two of the City of Renton's Survey Control Network monuments. The source of the coordinate values used will be shown on the survey drawing per RCW 58.09.070. The horizontal component of all surveys shall meet or exceed the closure requirements of WAC 332-130-060. The control base lines for all surveys shall meet or exceed the requirements for a Class A survey revealed in Table 2 of the Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys jointly established and adopted by ALTA and ACSM in 1992 or comparable classification in future editions of said document. The angular and linear closure and precision ratio of traverses used for survey control shall be revealed on the face of the survey drawing, as shall the method of adjustment. The horizontal component of the control system for surveys using global positioning system methodology shall exhibit at least 1 part in 50,000 precision in line length dependent error analysis at a 95 percent confidence level and performed pursuant to Federal Geodetic Control Subcommittee Standards for GPS control surveys as defined in Geometric Geodetic Accuracy Standards & Specifications for Using GPS Relative Positioning Techniques dated August 1, 1989 or comparable classification in future editions of said document.. The vertical component of all surveys shall be based on NAVD 1988, the North American Vertical Datum of 1988, and tied to at least one of the City of Renton Survey Control Network benchmarks. If there are two such benchmarks within 3000 feet of the project site a tie to both shall be made. The benchmark(s) used will be shown on the drawing. If a City of Renton benchmark does not exist within 3000 feet of a project, one must be set on or near the project in a permanent manner that will remain intact throughout the duration of the project. Source of elevations (benchmark) will be shown on the drawing, as well as a description of any bench marks established. 1-11.1(3) Subdivision Information (RC) Those surveys dependent on section subdivision shall reveal the controlling monuments used and the subdivision of the applicable quarter section. Those surveys dependent on retracement of a plat or short plat shall reveal the controlling monuments, measurements, and methodology used in that retracement. 1-11.1(4) Field Notes (RC) Field notes shall be kept in conventional format in a standard bound field book with waterproof pages. In cases where an electronic data collector is used field notes must also be kept with a sketch and a record of control and base line traverses describing station occupations and what measurements were made at each point. Every point located or set shall be identified by a number and a description. Point numbers shall be unique within a complete job. The preferred method of point numbering is field notebook, page and point set on that page. Example: The first point set or found on page 16 of field book 348 would be identified as Point No. 348.16.01, the second point would be 348.16.02, etc. Upon completion of a City of Renton project, either the field notebook(s) provided by the City or the original field notebook(s) used by the surveyor will be given to the City. For all other work, surveyors will provide a copy of the notes to the City upon request. In those cases where an electronic data collector is used, a hard copy print out in ASCII text format will accompany the field notes. 1-11.1(5) Corners and Monuments (RC) Corner A point on a land boundary, at the juncture of two or more boundary lines. A monument is usually set at such points to TS_SERVER//SYS2\MAPS\83m\control\scn.doc 1-11-5 2 May 2000 physically reference a corner's location on the ground. Monument Any physical object or structure of record which marks or accurately references: • A corner or other survey point established by or under the supervision of an individual per section 1-11.1(1) and any comer or monument established by the General Land Office and its successor the Bureau of Land Management including section subdivision comers down to and including one -sixteenth comers; and Any permanently monumented boundary, right of way alignment, or horizontal and vertical control points established by any governmental agency or private surveyor including street intersections but excluding dependent interior lot corners. 1-11.1(6) Control or Base Line Survey (RC) Control or Base Line Surveys shall be established for all construction projects that will create permanent structures such as roads, sidewalks, bridges, utility lines or appurtenances, signal or light poles, or any non -single family building. Control or Base Line Surveys shall consist of such number of permanent monuments as are required such that every structure may be observed for staking or "as-builting" while occupying one such monument and sighting another such monument. A minimum of two of these permanent monuments shall be existing monuments, recognized and on record with the City of Renton. The Control or Base Line Survey shall occupy each monument in turn, and shall satisfy all applicable requirements of Section 1-11.1 herein. The drawing depicting the survey shall be neat, legible, and drawn to an appropriate scale. North orientation should be clearly presented and the scale shown graphically as well as noted. The drawing must be of such quality that a reduction thereof to one-half original scale remains legible. If recording of the survey with the King County Recorder is required, it will be prepared on 18 inch by 24 inch mylar and will comply with all provisions of Chapter 58.09 RCW. A photographic mylar of the drawing will be submitted to the City of Renton and, upon their review and acceptance per the specific requirements of the project, the original will be recorded with the King County Recorder. If recording is not required, the survey drawing shall be prepared on 22 inch by 34 inch mylar, and the original or a photographic mylar thereof will be submitted to the City of Renton. The survey drawings shall meet or exceed the requirements of WAC 332-130-050 and shall conform to the City of Renton's Drafting Standards. American Public Works Association symbols shall be used whenever possible, and a legend shall identify all symbols used if each point marked by a symbol is not described at each use. An electronic listing of all principal points shown on the drawing shall be submitted with each drawing. The listing should include the point number designation (corresponding with that in the field notes), a brief description of the point, and northing, easting, and elevation (if applicable) values, all in ASCII format, on IBM PC compatible media. 1-11.1() Precision Levels (RC) Vertical Surveys for the establishment of bench marks shall satisfy all applicable requirements of section 1-05 and IA 1.1. Vertical surveys for the establishment of bench marks shall meet or exceed the standards, specifications and procedures of third order elevation accuracy established by the Federal Geodetic Control Committee. Bench marks must possess both permanence and vertical stability. Descriptions of bench marks must be complete to insure both recoverablilty and positive identification on recovery. 1-11.1(8) Radial and Station — Offset Topography (RC) Topographic surveys shall satisfy all applicable requirements of section 14 1. 1 herein. All points occupied or back sighted in developing radial topography or establishing baselines for station — offset topography shall meet the requirements of section 1-11.1 herein. The drawing and electronic listing requirements set forth in section 1-11.1 herein shall be observed for all topographic surveys. 1-11.1(9) Radial Topography (RC) Elevations for the points occupied or back sighted in a radial topographic survey shall be determined either by 1) spirit leveling with misclosure not to exceed 0.1 feet or Federal TS_SERVER//SYS2\MAPS\83m\control\scn.doc 1-11-5 2 May 2000 Geodetic Control Committee third order elevation accuracy specifications, OR 2) trigonometric leveling with elevation differences determined in at least two directions for each point and with misclosure of the circuit not to exceed 0.1 feet. 1-11.1(10) Station —Offset Topography (RC) Elevations of the baseline and topographic points shall be determined by spirit leveling and shall satisfy Federal Geodetic Control Committee specifications as to the turn points and shall not exceed 0.1 foot's error as to side shots. 1-11.1(11) As -Built Survey (RC) All improvements required to be "as -built" (post construction survey) per City of Renton Codes, TITLE 4 Building Regulations and TITLE 9 Public Ways and Property, must be located both horizontally and vertically by a Radial survey or by a Station offset survey. The "as -built" survey must be based on the same base line or control survey used for the construction staking survey for the improvements being "as -built". The "as - built" survey for all subsurface improvements should occur prior to backfilling. Close cooperation between the installing contractor and the "as-builting" surveyor is therefore required. All "as -built" surveys shall satisfy the requirements of section 1-11.1(1) herein and shall be based upon control or base line surveys made in conformance with all of section 1-11.1 and 1-11.3(1) herein. The field notes for "as -built" shall meet the requirements of section 1-11.1(4) herein and submitted with stamped and signed "as -built" drawings which includes a statement certifying the accuracy of the "as built". The drawing and electronic listing requirements set forth in section 1-11.1(6) herein shall be observed for all "as -built" surveys. 1-11.1(12) Monument Setting and Referencing (RC) All property or lot corners, as defined in 1- 11.1(5), established or reestablished on a plat or other recorded survey shall be referenced by a permanent marker at the comer point per 1- 11.2(1). In situations where such markers are impractical or in danger of being destroyed, e.g., the front corners of lots, a witness marker shall be set. In most cases, this will be the extension of the lot line to a tack in lead in the curb. The relationship between the witness monuments and their respective corners shall be shown or described on the face of the plat or survey of record, e.g., "Tacks in lead on the extension of the lot side lines have been set in the curbs on the extension of said line with the curb." In all other cases the corner shall meet the requirements of section 1-11.2(l) herein. All non corner monuments, as defined in 1- 11.1(5), shall meet the requirements of section 1-11.2(2) herein. If the monument falls with in a paved portion of a right of way or other area, the monument shall be set below the ground surface and contained within a lidded case kept separate from the monument and flush with the pavement surface, per section 1-11.2(3). In the case of right of way centerline monuments all points of curvature (PC), points of tangency (PT), street intersections, center points of cul de sacs shall be set. If the point of intersection, PI, for the tangents of a curve fall within the paved portion of the right of way, a monument can be set at the PI instead of the PC and PT of the curve. For all non comer monuments set while under contract to the City of Renton or as part of a City of Renton approved subdivision of property, a City of Renton Monument Card (furnished by the city) identifying the monument; point of intersection (PI), point of tangency (PT), point of curvature (PC), one -sixteenth corner, Plat monument, street intersection, etc., complete with a description of the monument, a minimum of two reference points and NAD 83/91 coordinates and NAVD 88 elevation shall be filled out and filed with the city. 1-11.2 Materials 1-11.2(1) Property/Lot Corners (RC) Comers per 1-I1.1(5) shall be marked in a permanent manner such as 1/2 inch diameter rebar 24 inches in length, durable metal plugs or caps, tack in lead, etc. and permanently marked or tagged with the surveyor's identification number. The specific nature of the marker used can be determined by the surveyor at the time of installation. 1-11.2(2) Monuments (RC) Monuments per 1-11.1(5) shall meet the requirements as set forth in City of Renton Standard Plans page H031 and permanently TS_SERVER//SYS2\MMS\83m\control\scn.doc 1-11-5 2 May 2000 General Contractors Water & Sewer - Rick Moreno, Project Manager — Water Utility City of Renton 1055 South Grady Way Renton, WA 98055 SUBJECT: Seneca Avenue NE & NE 2nd Street Water Main Replacement Project Contract # CAG-02-161 BLU1002 Dear Rick: Attached the documents as requested. The responsible officer and on -site job foreman will be William (Billy) R. Liffrig. Below is Billy's address and telephone numbers. The best way to reach him personally is on his cellular phone. The main office telephone line also forwards to his home after hours and on weekends. William (Billy) R. Liffrig 7101 Sexton Road Snohomish, WA 98290-6252 Nextel Cellular # 425/ 754-3040 Nextel Network ID # 9801 Office # 425/ 335-5577 Home # 360/ 568-6002 If you have any questions, please feel free to contact me. I know there is some concern with the insurance documents. I have included a copy of the letter I received from our insurance agent, and I feel it would be best that our agent discuss this mater directly with the personnel at the City of Renton. I have included a copy of the Washington State Labor & Industries License, which recognizes B&L Utility, Inc., as a General Construction Contractor. We will be working to get you the progress schedule and proposed traffic control plan via fax by this afternoon. We look forward to working with you. And again, if you have any questions or need additional information, please feel free to contact me at the office or on my cellular phone at # 425/ 754-3184. Best regards, Heather P. Liffrig Secretary Office: 425-335-5577 - Fax: 360-56B-B743 B&L Utility, Inc. - lic.#: BLUTII#05401 • 7101 Sexton Rd., Snohomish, WA 9B290 CITY OF RENTON PUBLIC WORKS DEPARTMENT 425-430-7200 PRECONSTRUCTION CONFERENCE DATE: October 31, 2002 TIME: 9:00 AM PLACE: City Hall 5th Floor, Room #511 Conference Room SENECA AVE NW & NW 2ND ST WATER MAIN REPLACEMENT PROJECT Rick Moreno I Phone 425-430-7208 Project Manager Fax 425-430-7241 E-mail: rmoreno@ci.renton.wa.us Contractor B & L UTILITY INC 425-335-5577 Name/Address: 7101 Sexton Road, Snohomish, WA 98290 Phone BILL LIFFRIG Phone 425-754-3040 Contact Name Fax 360-568-8743 E-mail: BLUtilityinc@aol.com Construction See map on reverse Location PLEASE CHECK DEPARTMENTS TO BE NOTIFIED AND SPECIFY PERSON TO ATTEND: PUBLIC WORKS DEPARTMENT ® Utility Plan Review ® Water Utility ® Wastewater Utility ® Surface Water Utility ® Transportation Systems ® Maintenance Services Division ® Customer Services P.I.C. ® Construction Services ® FIRE PREVENTION ® POLICE DEPARTMENT ❑ PARK DEPARTMENT ® BUILDING DEPARTMENT ❑ OTHER Kayren Kittrick Abdoul Gafour David Christensen Ron Straka Karl Hamilton, Jun Aesquivel Jack Crumley Rick Kokko Kayren Kittrick -)7'1acr k c0e ket bce, Corey Thomas Kevin Milosevich (x-6701) Leslie Betlach Larry Meckling OUTSIDE DEPARTMENTS: [ X J City Project Manager To Notify ® ALL SUBCONTRACTORS** Phone# ® Olympic Pipe Line Company (Kathy Reed) 425-235-7767 ® Qwest Communications (Frank Forrest) 206-345-2968 ® Puget Sound Energy (Jeff McMeekin) 425-462-3824 ® AT&T Cable Service (Rick Kern/Mike Martox) 253-288-7482 ® King County Transportation Div. (Steve Wilson) 206-296-8144 ® Electric Lightwave (Eric Clayton) 206-812-3349 ® METRO - Bus Routes (Richard Garcia)) 206-684-2732 ® Renton School District (Kevin Olson) Transportation 425-204-4455 ® Waste Management Rainier (Steve Aiton) - - ® King County Utility Inspection (Jay Fulwider) 206-296-8122 ® Seattle City Light (Tom Gravel) 206-386-1672 **Please call 425-430-7234 with updates cc: Public Information Counter: 6i° floor Margaret Pullar/Lobby FAX# 425-271-5320 1-253-872-5434 425-462-3840 253-288-7500 206-296-8198 206-812-0370 206-684-2686 425-204-4465 206-205-7092 206-386-4222 H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2788 - Seneca Fire/New/other/pubwks/Preconform Ave NW & NW 2nd St. Water Main Replacement\Construction Correspond ance\precon 10.3 I .doc\TB SENECA AVENUE NW & NW ND STREET `VA'113B MAIN REI'UC.EMl:NT PROJECT WTR-27-27811 0 200 400 1:200 Mailing Addresses QWEST COMMUNICATIONS PUGET SOUND ENERGY ATTN FRANK FORREST ATTN: JEFF MCMEEKIN 7235 S 228TH ST PO BOX 90868, XRD-0I W KENT, WA 98032 BELLEVUE, WA 98009-0868 jmcmee(a),puRet.com ELECTRIC LIGHTWAVE K.C. METRO/DEPT OF TRANS. RENTON SCHOOL DISTRICT ATTN ERIC CLAYTON CONSTRUCTION COORD. ATTN KEVIN OLSON 1218 3'D AVE, STE 505 ATTN: RICHARD GARCIA 300 SW 7TH ST Seattle,WA 98101 1270 6TH AVE S, CAB-TR-0120 RENTON, WA 98055 P 206-812-3349 SEATTLE, WA 98134 F 206-812-0370 AT&T CABLE SERVICE WASTE MANAGEMENT RAINIER KC DEPT OF TRANSP ATTN: RICK KERN ATTN STEVE AITON ROAD MAINTENTANCE, 4020 AUBURN WAY N SPECIAL OPERATIONS AUBURN, WA 98003 T1LWT�T,�^,3—W,��°,8/168 ATTN STEVE WILSON E RENTON, WA 98055Id King County Utility Inspection Seattle City Light Attn: Jay Fulwider South Service Center 155 Monroe Ave NE Attn: Tom Gravel Renton, WA 98056 SSC Building A-206 3613 0' Ave. S. Seattle, WA 98134 H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2788 - Seneca Fire/New/other/pubwks/Preconform Ave NW & NW 2nd St. Water Main Replacement\Construction Correspondance\precon10.31.doc ** -JOURNAL- ********************* DATE OCT-23-2002 ***** TIME 16:06 *** P.02 NO. COM PAGES FILE DURATION X/R IDENTIFICATION DATE TIME DIAGNOSTIC 87 OK 001 066 00:00'28 RCV 425 430 6855 OCT-21 17:09 0150270377000 88 OK 005 067 00:01'35 RCV 425-885-2103 OCT-21 17:42 0150260277000 89 OK 005 068 00:01'06 RCV 2538593738 OCT-21 19:23 0150270377000 90 OK 003 069 00:01'14 RCV OCT-22 05:46 0110270577000 91 OK 005 070 00:01'08 RCV 2538593738 OCT-22 06:12 0150270377000 92 OK 005/005 071 00:01'40 XMT a 94254683100 OCT-22 06:55 0840470377000 93 OK 005/005 072 00:01'28 XMT a 914257413900 OCT-22 06:58 0800470377000 94 OK 005/005 073 00:01'29 XMT a 914258616050 OCT-22 07:00 2840470377000 95 OK 001 074 00:00'29 RCV 206 722 2159 OCT-22 07:41 0150270377000 96 OK 003/003 075 00:01'04 XMT a 94252357832 OCT-22 09:52 4840470377000 97 OK 008/008 076 00:02'07 XMT a 914254537107 OCT-22 10:00 Fe40470377000 98 OK 004/004 077 00:01'54 XMT a 913603799395 OCT-22 10:05 084047OR37000 99 OK 001 078 00:00'30 RCV 425 204 9501 OCT-22 10:20 0150270377000 00 OK 003 079 00:01'19 RCV 4252044405 OCT-22 10:40 0150270277000 01 OK 001 081 00:00'27 RCV 425 430 6855 OCT-22 12:12 0150270377000 02 OK 004/004 082 00:01'55 XMT a 913605327042 OCT-22 13:59 0840470237000 03 OK 004/004 083 00:01'43 XMT a 912708261970 OCT-22 14:13 F840470377000 04 OK 003 00:01'12 XMT a 94254621247 OCT-22 14:27 0340450377000 05 OK 003/003 084 00:01'06 XMT a 92062833206 OCT-22 16:31 2840470377000 06 OK 001 085 00:00'46 RCV 1-877-400-1821 OCT-23 00:42 0150270377000 07 631 000/001 086 00:00'00 XMT a 94254559771 OCT-23 09:49 OR00420000000 08 631 000/001 087 00:00'00 XMT a 914254559771 OCT-23 09:50 OA00420000000 09 OK 001/001 088 00:00'30 XMT a 94254559772 OCT-23 09:53 0840470377000 10 OK 001/001 089 00:00'29 XMT a 914256722409 OCT-23 10:04 2840470377000 11 OK 001/001 090 00:00'28 XMT a 94254559772 OCT-23 10:05 0040470377000 12 420 000 00:00'40 RCV OCT-23 10:48 0010260200000 13 407 003 00:01'32 XMT a 92536399625 OCT-23 11:24 2840450337000 14 OK 001/001 094 00:00'28 XMT a 94252049501 OCT-23 11:27 2800470377000 15 OK 001/001 095 00:00'26 XMT a 914258695922 OCT-23 11:29 2840470377000 16 OK 002 00:00'51 XMT a 92536399625 OCT-23 11:29 2840450337000 17 OK 001 096 00:00'29 RCV SOOS CREEK OCT-23 12:26 C0542BO337000 18 420 000 00:00'41 RCV OCT-23 12:57 0010260200000 19 OK 001/001 098 00:00'36 XMT s 92066228726 OCT-23 13:49 084047OR37000 20 OK 002/002 099 00:01'12 XMT a 94252715320 OCT-23 14:04 2800470577000 21 OK 002/002 099 00:01'33 XMT a 912538725434 OCT-23 14:06 080047057?000 22 OK 002/002 099 00:01'18 XMT a 94254623840 OCT-23 14:08 0840470577000 23 OK 002/002 099 00:00'57 XMT a 92532887500 OCT-23 14:09 C8444BO577000 24 OK 002/002 099 00:01'15 XMT a 92062968198 OCT-23 14:11 2840470577000 25 OK 002/002 099 00:01'31 XMT a 92068120370 OCT-23 14:13 6840470537000 26 OK 002/002 099 00:01'13 XMT a 92066042686 OCT-23 14:14 0840470577000 27 OK 002/002 099 00:01'11 XMT a 94252044465 OCT-23 14:16 0800470577000 28 OK 002/002 099 00:01'28 XMT a 92062057092 OCT-23 14:19 0800470537000 29 OK 002/002 099 00:01'16 XMT a 92063864222 OCT-23 14:21 F840470577000 30 631 000/002 099 00:00'00 XMT a 9aof7d777 0 OCT-23 14:25 OA00420000000 31 OK 004 100 00:01'31 RCV 425 391 3654 OCT-23 15:37 0150270377000 32 OK 002/002 101 00:01'05 XMT a 912538268136 OCT-23 15:38 0840470377000 33 631 000/003 102 00:00'00 XMT a 914257935274 OCT-23 15:55 OA00420000000 34 OK 003/003 103 00:00'53 XMT a 92066285657 OCT-23 15:56 2840470377000 35 OK 002 104 00:00'54 RCV 253 826 8136 OCT-23 15:58 0150270377000 36 OK 003/003 105 00:00'53 XMT a 92063438401 OCT-23 16:00 2840470377000 -CITY OF RENTON PBPW - 425 430 7241- ********* /,,.- 'Vi2) /0-31, oz Meeting Name and Date �6* . . if . 14 CITY OF RENTON PRECONSTRUCTION MEETING Seneca Avenue NW & NW 2nd Street Water Main Replacement WTR-27-2788 FIFTH FLOOR CONFERENCE ROOM-511-9:00 A.M. October 31, 2002 Introduction of attendees Contractor: B & L Utility, Inc. Address: Phone: (425) 335-5577 Contact: Bill Liffrig 7101 Sexton, RD. Fax (360) 568-8743 Snohomish, WA 98290 Foreman: _?-7 ,� 1 �`�-� r i Phone: (5tv) g I-S - er City of Renton, Rick Moreno Phone (425) 430-7208 Project Manager Fax (425) 430-7241 City of Renton, Mark Wetherbee Phone (206) 999-1829 Field Inspector n/o . 5 t� 1*h. Anticipated Start Date: November '0510' , 2002 Open for other agencies to address issues: 1. Qwest 2. PSE 3. AT&T 4. Metro 5. Renton School District 6. Waste Management 7. Seattle City Light 8. King County Inspection Services 9. Other 6r." 6adme-Z 4 City of Renton Departments 1. Fire Prevention 2. Waste Water 3. Storm Water 4. Transportation Anticipated Completion Date: January 7 , 2003 13p p��prt►r.cs of 0. Arse+-, 4?X SPECIAL PROJECT CONSIDERATIONS: 1. Be careful to keep the site clean of mud and dust. Be prepared to wash down surface streets and sweeping vehicle on a daily basis, or as required by the inspector. 2. Work hours for work in right-of-way are weekdays, 7:00 AM to 5:00 PM. Work on Saturday by approval only and no Sundays, or holidays. Construction hours are 7 am to 5 pm, Monday through Friday. Any changes to work hours shall have prior approval from the City of Renton. Holidays include: -Veteran's Day, November 11 l Seneca Avenue NW & NW 2"a Street (W-2788) PRECON -Thanksgiving & Day after, November 28 & 29 -Christmas & Day After December 25 & 26 -New Year's Day, January 1 3. No equipment shall be left on road shoulder overnight. No equipment shall be on the construction site (in operation) until 7:00 a.m. 4. Hauling limited to 8:30 am to 3:30 pm or via other approved routes. 5. No construction vehicles on other residential streets. 6. All contractor vehicles shall have company logo displayed in a prominent place on each vehicle. 7. Traffic Control shall be approved by City Traffic Engineer prior to start of construction. Contact Jun Asquiviel at (425) 430-7301. WATER- 1. Contractor shall submit a min. of (3) each Material submittals for review and approval. 2. Pipe materials, shall be paid per callout in construction documents. No additional payments shall be made. 3. The contractor will install all of the watermain except the connection. All of the connections to existing water mains shall be installed by the City of Renton. All necessary excavation, shoring, and materials to be supplied by the contractor and be on -site prior to the City's crew participation. 4. All blocking must be inspected before backfilling. Thrust blocks must be formed. Concrete used must be delivered to the job (no on -site mixes). Refer to Construction plans for backfill requirements and payment per specifications. Compaction test may be required. 5. The contractor is responsible to place an $800 deposit for the use of a DDCVA/ Hydrant Meter prior to using any City operated water. Also, contractor shall poly pig all new water mains installed. Procedure for cleaning: Pipe cleaning shall be by poly pigging through vertical crosses. All services shall be pressure tested to minimum of 200 psi, or 150 over operating pressure (static) for 2 hours and shall not lose more than 5 psi during the testing period. The Pressure zone for the construction site is 495 elevation less site elevation, divided by 2.31 equals static pressure. The City crews shall Chlorinate the water main for 24 hours, using liquid chlorine and a chlorine pump assembly. Contractor is responsible to request that the inspector schedule chlorinating. The City Crews need a week (5 working days) advance notice. When flushing tested water, the contractor shall drain the water into the nearest sanitary system. Water purity tests are taken by the City's Inspector and delivered to Lauk's Laboratory on Wednesdays. Contractor shall arrange courier for any other day. 6. All inactive fire hydrants shall be bagged until new water main is accepted. 7. Contractor shall coordinate tie-in connection schedule with the inspector and prepare connection site and materials ahead of time of the City crews arrival. 8. Hardpan soil conditions have been encountered from previous utility work in the area. All such conditions as identified in the specifications shall be considered incidental to this project. 9. Where conflict exists, the water shall go under other utilities, however, no water mains shall be under more than 6 feet of cover. Seneca Avenue NW & NW 27: Street (W-2788) PRECON 10. Final acceptance shall be after final walk through inspection, adjustment of all structures and approval of as-builts, and final pay estimate has been approved. 11. The contractor, shall provide as -built drawings. Show all inverts and elevations of all appurtenances and fittings. All changes shall be shown on as-builts. As-builts shall be per City specifications GENERAL: 1. NOTIFY FIRE, POLICE AND METRO OF CONSTRUCTION SCHEDULE. CALL 911 FROM A LOCAL LAND LINE ONLY. FIRE DISPATCH FROM CELL PHONE: (425) 852-2121. 2. Overtime takes special authorization. Pay schedule is $50 per hour for overtime. The City shall cover inspection overtime hours from 3:00 — 5:00 PM. 3. Right of way to remain unobstructed when possible. No stockpiles within right of way. 4. Haul legal loads. All tickets are required to be handed over to the inspector on a daily basis. All unreceived tickets shall not be credited to the project and shall not be paid for under appropriate pay items. 5. Keep a set of approved plans and construction documents on -site at all times, including King County right-of-way permit. Contractors are advised to only use sets of drawings stamped and signed by the City of Renton for constructing utility improvements. 6. All utilities must be inspected prior to backfill. ii�`'�'� 7. For any field changes, which require design, changes, submit a shop drawing or schematic to the Project Manager by FAX- (425) 430-7241. The City will answer by memo or schedule a meeting within two days. 8. Pay estimates are required on a monthly basis. Cut-off dates will be established by the engineer so that sufficient time is allowed to prepare each estimate. Ale dpett 4vwr;S e. r o b 2 am, Gov+ iv' 61 4✓ e i,,,�,. d Ga` (vt/ �J iS-�45�� rv� •�� ok r � ft, C . 2- o - `J �" owT ► 8" O,F +d KOT lOh . 11/04/2002 13:38 3605698743 PAGE 01 B&L UTILITY, INC. BLU, INC. FACSIMILE TRANSMITTAL SKEET TO: FROM: Rick Moreno, Project Manager Heather Liffrig FAX NUMBER: DATE. 425/ 430-7241 November 4, 2002 COMPANY: TOTAL NO. OF PAGE5 INCLUDING COVER: City of Renton, Water Utility Cover Only PHONE NUMBER: SENDER'S REFERENCE NUMBER: 425/ 430-7208 BLU 1002 RE YOUR REFERENCE NUMBER: Workman's Compensation ❑ URGENT ❑ FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE NOTES/COMMENTS: Dear Rick: As per your request, B&L Utility, Inc.'s Labor & Industries - Industrial Insurance (Workman's Compensation) Account ID # 886, 073 — 00. Best regards, + �L Heather Liffrig B$L UTILITY, INC, • 7101 SEXTON ROAD • SNOHOMISH, WA 98290.6252 PHONE: (425) 335.5577 • FAX: (360) 568 - 8743 CITY OF RENTON - i Jesse Tanner, Mayor October 22, 2002 Mr. Bill Liffrig B & L Utility, Inc. 7101 Sexton Rd. Snohomish, WA 98290 Planning/Building/PublicWorks Department Gregg Zimmerman P.E., Administrator Sent via fax: 1-(360) 568-8743 on 10117102 SUBJECT: Seneca Ave. NW & NW 2nd St. Water Main Replacement Project Dear Bill: The Renton City Council awarded the subject construction contract to your firm in the total amount of $189,877.76 at its October 21, 2002 meeting. In order to prepare the contract documents, I am requesting that you provide the following documents to me as soon as possible: • A list of names, addresses, phone numbers and emergency phone numbers for the responsible officer and the on -site job foreman. • A Corporation Letter of Resolution giving the names of those authorized to sign contracts and a sample of their signatures. • A photocopy of your current State Contractor's License (not Master License). • A photocopy of your current City of Renton Business License. • Three Contract Bonds, on City of Renton Forms, UNDATED, (the date will be filled in when the contract is signed by the Mayor). • Three signed contracts also UNDATED. The blank forms of the contract are enclosed. • Three Certificates of Insurance for 2002, naming the City of Renton, as additional insured. Samples of certificates of insurance and information forms are attached for reference only. Please return all of the above documents and the signed and undated contracts to me. After our review of the above documents, the contract will be delivered to the Mayor for execution. A final copy will be returned to you. A pre -construction conference will be scheduled as soon as the contract is executed. Please submit the following information before the pre -construction conference: • Contractor's detailed plan of operation and progress schedule, using the critical path method. • Order dates, statement of origin, composition, name of principal suppliers and manufacturer of materials to be used. • Preliminary list of shop drawings and schedule of submittals. • Traffic Control Plan • City of Renton W-9 Vendor Form \\DAEDALUS\SYS2\SHARED\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2788 - Seneca Ave NW & NW find Rt Water Main RenlarementWnwanictinn Cnrre,zpnndance\Award-letter dnr\RI M9f R E N T O N 1055 South Grady Way - Renton, Washington 98055 ® This paper contains 50 % recycled material, 30% post consumer AHEAD OF THE CURVE Page 2 October 22, 2002 Please call me at (425) 430-7208 if you have any questions or need additional information about this contract. Sincerely, Rick Moreno Project Manager - Water Utility cc: Abdoul Gafour - Water Utility Supervisor CITY OF RENTON City Clerk Bonnie I. Walton Jesse Tanner, Mayor October 22, 2002 William R. Liffrig B&L Utility, Inc. 7101 Sexton Rd. Snohomish, WA 98290 RECEIVED OCT 2 3 2002 CITY OF RENTON UTILITY SYSTEMS RE: Seneca Ave. NW & NW 2nd St. Water Main Replacement; CAG-02-161 Dear Mr. Liffrig: At its regular meeting of October 21, 2002, the Renton City Council accepted your low bid for the above -referenced project in the amount of $189,877.76. Please contact Rick Moreno, Project Manager, for submission of required documents to complete the contract. These may include proof of City and State business licenses, undated performance bond, and insurance certificates. Sincerely, wa4"Ixto aPrJvn Michele Neumann Deputy City Clerk /mn cc: Rick Moreno, Project Manager Margie Schwarz, Business License Accountant 1055 South Grady Way - Renton, Washington 98055 - (425) 430-6510 / FAX (425) 430-6516 9 This paper contains 50 % recycled material, 30 % post consumer RENTON AHEAD OF THE CURVE CITY OF RENTON City Clerk Bonnie I. Walton Jesse Tanner, Mayor October 22, 2002 Joe Coluccio Frank Coluccio Const. Company 9600 Martin Luther King Jr. Way S. Seattle, WA 98118 RE: Seneca Ave. NW & NW 2nd St. Water Main Replacement Project; CAG-02-161 Dear Mr. Coluccio: At its regular meeting on October 21, 2002, the Renton City Council accepted the bid submitted by B & L Utility, Inc. for the above -referenced project, in the amount of $189,877.76. Thank you for your interest and your bid. Sincerely, Michele Neumann Deputy City Clerk cc: Rick Moreno - Project Manager 1055 South Grady Way - Renton, Washington 98055 - (425) 430-6510 / FAX (425) 430-6516 9 This paper contains 50 % recycled material, 30 % post consumer RENTON AHEAD OF THE CURVE `; F17,77) CITY OF R NTON City Clerk Jesse Tanner Mayor Bonnie I. Walton October 22, 2002 Brian J. Kittleson Gary Merlino Const. Co., Inc. 9125 loth Ave. S. Seattle, WA 98108 RE: Seneca Ave. NW & NW 2nd St. Water Main Replacement Project; CAG-02-161 Dear Mr. Kittleson: At its regular meeting on October 21, 2002, the Renton City Council accepted the bid submitted by B & L Utility, Inc. for the above -referenced project, in the amount of $189,877.76. Thank you for your interest and your bid. Sincerely, ��Ell= E� Michele Neumann Deputy City Clerk cc: Rick Moreno - Project Manager 1055 South Grady Way - Renton, Washington 98055 - (425) 430-6510 / FAX (425) 430-6516 ® This paper contains 50 % recycled material, 30 % post consumer REI\IT®iv AHEAD OF THE CURVE CITY OF RIENT®N City Clerk J e Tanner, Mavor Bonnie I. Walton October 22, 2002 Mike Waldner Kar-Vel Construction PO Box 58275 Renton, WA 98058 RE: Seneca Ave. NW & NW 2nd St. Water Main Replacement Project; CAG-02-161 Dear Mr. Waldner: At its regular meeting on October 21, 2002, the Renton City Council accepted the bid submitted by B & L Utility, Inc. for the above -referenced project, in the amount of $189,877.76. Thank you for your interest and your bid. Sincerely, Michele Neumann Deputy City Clerk cc: Rick Moreno - Project Manager 1055 South Grady Way - Renton, Washington 98055 - (425) 430-6510 / FAX (425) 430-6516 ® This paper contains 50 % recycled material, 30 % post consumer EN'T®N AHEAD OF THE CURVE A410 ITY OF NTON City Clerk Bonnie I. Walton Jesse Tanner, Mayor October 22, 2002 Bret Lane Laser Underground Utilities & Earthworks 6632 S. 191st Pl., Suite E-104 Kent, WA 98032 RE: Seneca Ave. NW & NW 2nd St. Water Main Replacement Project; CAG-02-161 Dear Mr. Lane: At its regular meeting on October 21, 2002, the Renton City Council accepted the bid submitted by B & L Utility, Inc. for the above -referenced project, in the amount of $189,877.76. Thank you for your interest and your bid. Sincerely, wz�4" Michele Neumann Deputy City Clerk cc: Rick Moreno - Project Manager 1055 South Grady Way -Renton, Washington 98055 - (425) 430-6510 / FAX (425) 430-6516 ® This paper contains 50 % recycled material, 30 % post consumer REN'I'ON AHEAD OF THE CURVE 2E-7 R' Jesse Tanner, Iy October 22, 2002 Mr. Bill Liffrig B & L Utility, Inc. 7101 Sexton Rd. Snohomish, WA 98290 CITY OF RENTON Planning/Building/PublicWorks Department` Gregg Zimmerman P.E., Administrator Sent via fax: 1-(360) 568-8743 on 10/17102 SUBJECT: Seneca Ave. NW & NW 2nd St. Water Main Replacement Project Dear Bill: The Renton City Council awarded the subject construction contract to your firm in the total amount of $189,877.76 at its October 21, 2002 meeting. In order to prepare the contract documents, I am requesting that you provide the following documents to me as soon as possible: • A list of names, addresses, phone numbers and emergency phone numbers for the responsible officer and the on -site job foreman. • A Corporation Letter of Resolution giving the names of those authorized to sign contracts and a sample of their signatures. • A photocopy of your current State Contractor's License (not Master License). • A photocopy of your current City of Renton Business License. • Three Contract Bonds, on City of Renton Forms, UNDATED, (the date will be filled in when the contract is signed by the Mayor). • Three signed contracts also UNDATED. The blank forms of the contract are enclosed. • Three Certificates of Insurance for 2002, naming the City of Renton, as additional insured. Samples of certificates of insurance and information forms are attached for reference only. Please return all of the above documents and the signed and undated contracts to me. After our review of the above documents, the contract will be delivered to the Mayor for execution. A final copy will be returned to you. A pre -construction conference will be scheduled as soon as the contract is executed. Please submit the following information before the pre -construction conference: • Contractor's detailed plan of operation and progress schedule, using the critical path method. • Order dates, statement of origin, composition, name of principal suppliers and manufacturer of materials to be used. • Preliminary list of shop drawings and schedule of submittals. • Traffic Control Plan • City of Renton W-9 Vendor Form \\DAEDALUS\SYS2\SHARED\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2788 -Seneca Ave NW &NW ?nd St Water Main Replacement\12nnctnirtinn Cnmecpnndanre\Award-letter dnr\Rr M•If R E N T O N 1055 South Grady Way - Renton, Washington 98055 ® This paper contains 50 % recycled material, 30 % post consumer AHEAD OF THE CURVE Page 2 October 22, 2002 Please call me at (425) 430-7208 if you have any questions or need additional information about this contract. Sincerely, Rick Moreno Project Manager - Water Utility cc: Abdoul Gafour - Water Utility Supervisor ;y CITY OF RENTON Planning/Building/PublicWorksDepartment Jesse Tanner, Mayor Gregg Zimmerman P.E., Administrator October 17, 2002 Bill Liffrig B & L Utility, Inc. 7101 Sexton Rd. Snohomish, WA 98290 Sent via fax: 1-(360) 568-8743 on 10/17102 SUBJECT: Seneca Ave. Y� & >-�'2nd St. Water Main Replacement Project Dear Bill: NW NP) The Renton City Council is scheduled to award the subject construction contract to your firm on October 21, 2002, in the total amount of $189,877.76. In order to prepare the contract documents, I am requesting that you provide the following documents to me as soon as possible: • A list of names, addresses, phone numbers and emergency phone numbers for the responsible officer and the on -site job foreman. • A Corporation Letter of Resolution giving the names of those authorized to sign contracts and a sample of their signatures. • A photocopy of your current State Contractor's License (not Master License). • A photocopy of your current City of Renton Business License. • Three Contract Bonds, on City of Renton Forms, UNDATED, (date to be filled in when the contract is signed by the Mayor). • Three signed contracts also UNDATED. The blank forms of the contract are enclosed. • Three Certificates of Insurance for 2002, naming the City of Renton, as additional insured. Samples of certificates of insurance and information forms are attached for reference only. Please return all of the above documents and the signed and undated contracts to me. After our review of the above documents, the contract will be delivered to the Mayor for execution. A final copy will be returned to you. A pre -construction conference will be scheduled as soon as the contract is executed. Please submit the following information before the pre -construction conference: • Contractor's detailed plan of operation and progress schedule, using the critical path method. • Order dates, statement of origin, composition, name of principal suppliers and manufacturer of materials to be used. • Preliminary list of shop drawings and schedule of submittals. • City of Renton W-9 Vendor Form Please call me at (425) 430-7208 if you have any questions or need additional information about this contract. Sly, Rick Moreno Project Manager - Water Utility Enclosures cc: Abdoul Gafour - Water Utility Supervisor H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2788 - Seneca Ave NW & N�2nd 7ater Main Replacement\Construction Correspondance\Award-letter.doc\RLM:If T T O �► T 1055 South Grady Way - Renton, Washington 98055 l�l 1 lv 0 This paper contains 50 % recycled material, 30 % post consumer AHEAD OF THE CURVE 10/08/2002 14:14 3605688743 PAGE 01 B& L UTILITY, I N C. BLU, INC. FACSIMILE TRANSMITTAL SHEET TO: FROM: Rick Moreno Heather Liffrig FAX NUMBER DATE 425-430-7241 OCober 8, 2002 COMPANY: TOTAL NO. OF PAGES INCLUDING COVER-. City of Renton 4 PHONE NUMBER: SENDER'S REFERENCE NUMBER• 425-430-7208 RE: YOUR REFERENCE NUMBER: Project References ❑ URGENT X FOR REVIEW Cl PLEASE COMMENT ❑ PLEASE REPLY Cl PLEASE RECYCLE NOTES/COMMENTS B&L UTILITY, INC. o 7101 SEXTON ROAD • SNOHOMISH, WA 98290 PHONE: (425) 335-5577 • FAX: (360) 568 - 8743 10/08/2002 14:14 3605698743 PAGE 02 Statement of Bidders Qualifications Construction Projects Performed by B&L Utility, Inc. Project Name Year Completed Park Lane Alley 2002 BLU0202 S. 121st Place Pipe Bursting 2002 BLU0402 Tanglln Ridge Water Mein Replacement 2002 BLU0502 ULID #34 present BLU0602 2002 Sewer Capital Improvements present BLU0702 Main Street 8" Water Main Replacement 2002 BLU0902 Parking Expansion North Lot BLU0102 2002 SWR: 20th Street NE, 8" Water Main Replacement BLU0401 2002 SWR: International Blvd., Phil Pipe Bursting BLU0301 2001 Machias Pump Station/Water Main Extension BLU0201 2002 Contract Owner Amount Reference Name/Number $ 63,873.59 City of Kirkland Teresa Platt, P.E. 425-576-2908 $ 83,659.58 ValVue Sewer District Dana Dick, Manager 206-242-3236 $ 99,455.06 Woodinville Water District Bill Pearson (CHS Engineers) 425-890-4704 $ 310,493.44 ValVue Sewer District Dana Dick, Manager 206-242-3236 $ 477,000.00 City of Lake Stevens Bill Pearson (CHS, Enginers) 425-890-4704 $ 108,775.05 Snohomish County PUD #1 Al Ryan, Project Leader 425-783-8450 $ 123,880.00 Saturn of Lynnwood Roger Fox, Operations (425) 774-7289 $ 223,000.00 Snohomish County P.U.D. #1 Danny Miles, P.E. (425) 783-8312 $ 40,245.00 ValVue Sewer District Dana Dick (206) 242-3236 $ 1,454,598.00 Snohomish County P.U.D. #1 Brant Wood, P.E. (425) 783-8609 10/0B/2002 14:14 3605688743 . q. PAGE 03 Statement of Bidders Qualifications Construction Projects Performed by B&L Utility, Inc Project Name Year Contract Owner Completed Amount Reference Name/Number Military Road South - C3A Line $ 13,926.40 VaIVUe Sewer District BLU0101 2001 Dana Dick (206) 242-3236 Sewer Contract 2000-2 $ 435,238.00 Northshore Utility District BLU0700 2001 Stephen Dennehy, P.E. (425) 398-4400 Water Main Replacement, Phase II $ 1,027,980.00 City of Bothell NE 190th/NE 191st Street Sidewalk Reps. 2001 Steve Morikawa, P.E. BLU0600 (425) 486-8152 14th Place Water Main Replacement $ 30,096.00 City of Snohomish BLU0300 2000 Renee' LaPointe (360) 568-3115 Glacier Sewer Replacement $ 118,723.00 Highline School District BLU1099 1999 Alan Schmidt (206) 433-2354 Splrltbrook Park Drainage Improvement $ 462,902.00 City of Redmond BLU6699 1999 Mike Paul, P.E. (425) 556-2723 South 112th Street & DeaMoines Memorial Drive $ 32,103.00 ValVue Sewer District Sewer Replacement Project Terry Matelich BLU"99 1999 (206) 242-3236 Culvert Slip-Llning $ 92,000.00 City of Mercer Island BLU3399 1999 Glenn Boettcher (206) 236-5300 144th Avenue NE Sewer Replacement $ 316,590.00 Woodinville Water District BLJ1199 1999 Andy Soule' w/CHS Engineer,, (425) 637-3693 Kamiak - 101st Place SW & $ 45,061.00 City of Mukilteo 102nd Place SW, Storm Drainage Improvement John Hastig, P.E. BLU6698 1998 (425) 335-4141 10/08/2002 14:14 3605689743 . . y PAGE 04 Statement of Bidders Qualifications Construction Projects Performed by B&L Utility, Inc. Project Name Year Contract Owner Completed Amount Reference Name/Number Drainage Basin #21 $ 136,490.00 City of Mercer Island Stream Channel Stabilization Project 1998 Joe Willis, P.E. BLU5598 (206) 236-5300 Peace Portal Drive Wastewater Collection System $ 435,397.00 City of Blaine BLU4498 Clint McDanlels w/EarthTech 1998 (425) 455-9494 1997 Sewer Rehabilitation $ 135,258.00 ValVue Sewer District BLU3398 1998 Terry Matelich (206) 242-3236 1998 Emergency Water Supply $ 679,733.00 City of Mercer Island Pipeline Reservoir Improvements 1998 Joe Willis, P.E. BLU2298 (206) 236-5300 Storm Drainage Improvements $ 232,225.00 City of SeaTac Hilltop Phase 2 1997 Tom Gut, P.E. BLU8897 (206) 241-1996 Pearl Street Water & Sewer $ 72,169.00 City of Snohomish BLU6597 1997 Renee' LaPointe (360) 568-3115 Cascade Vista Drainage Improvements $ 196,493.00 King County, DNR BLU4497 1997 Mike O'Neill, P.E. (206) 296-6519 Additional References: C.J.'s Construction Services, Inc. - General Contractor City of Bellingham Bakervlew Road Sewer Main Jeff Thistle, Public Works 21 " C-900 - 23' Deep 1996 (360) 676-6961 B&L Construction - J.V. 'Briggs & Liffrig' City of Renton East Renton Interceptor 1995 Dave Christensen, P.E. 21" PVC Sewer Pipe (425) 430-6400 Shoreline Construction Company H.D. Fowler, Materlal Supplier Engineering Doug Suzuki Pete Wohiman Joe Willis. P.E. (425) 483-0600 (425) 766-3695 (425) 378-9407 9 Y& King County Road Services Division CITY OF RENTON Utility Inspection Unit RECEIVED Department of Transportation 155 Monroe Avenue Northeast OCT 13 M Renton, WA 98056-4199 206-296-8122 BUILDING DIVISION October 7, 2003 City of Renton 200 Mill Avenue S Renton, WA 98055 Re: Notification Of Job Completion Dear Franchise Holder: Please be advised that the road restoration covered under the permit(s) referenced below has passed our inspection. Accordingly, King County agrees to accept these streets for maintenance. This acceptance will not relieve the permittee of any responsibility for damage resulting from this construction. Permit Number Location W-91-02 . S 132 ST & 84 AVE S Sincerely, Jay Fulwid r, A/n Utility InspectiWn4ager JF: bk cc: Dorothy Bolar, Property Services Division Project Number