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WTR272890(4)
4110 • CITY OF RENTON 9Planc.R ning/Building/Public Works Department 9 Jesse Tanner, Mayor Gregg Zimmerman P.E., Administrator May 25, 2001 Joe Adams Archer Construction Inc. 7855 So. 206th ST Kent, WA 98032 SUBJECT: RELOCATION OF 10' WATER METER FOR BOEWG RENTON PLANT - SUBMITTAL APPROVAL Dear Joe, The submittal you provided us on May 18, 2001, for this project has been reviewed. The results are as follows: 1. Concrete for thrust blocks, curbs/gutter — APPROVED 2. Meter vaults with hatches and covers — APPROVED — Except vault cover The cover slab shows a 6'-0" x 4'-0" block -out opening for the hatch opening. This opening should be a 7'-0" x 5'-0" block -out clearance according to plan sheet C-2 and sheet C-3. The City of Seattle requested that when the hatch is in open position they need at least a 7'x 5' clearance opening for water meter maintenance and safe operating of the valves. The adjustable cover slab overall size should be 8'-0' x 6'-0" to accommodate the required 7'-0" x 5'-0" hatch opening. Other parts of this plan are approved. — Resubmit with vault lid detail 3. Cathodic Protection — APPROVED 4. Asphalt Paving — APPROVED 5. Crushed Surfacing Top Course — APPROVED 6. Pipe Zone Bedding — APPROVED 7. Gravel Backfill — APPROVED 8. Piping, Spools, Fittings, Gate valves - PENDING BOEING'S APPROVAL In this section all materials are approved except Mueller 2360 series gate valves. We are waiting for the Boeing Co. for approval on these gate valves. Additional submittal request: • Missing documentation for 8-mil polywrap (polyethylene encasement), Norton Co., products or equal. 1055 South Grady Way - Renton, Washington 98055 ® This paper contains 50 % recycled material, 30 % post consumer en ten�� May 25, 2001 Page 2 Missing concrete mix design for CDF pipe fill, Glacier Northwest #0115 or approved equal. Thank you for your cooperation in this matter. Sincerely, Laszlo Csuha Water Utility Engineer cc: Abdoui Gafour 1 H:\DIVISION.S\UTILITIE.S\DOCS\2001\2001-307.doc\cor ft O o 0 0 0 0 0 0 0 0 0 0 0 N j N N O (O OD �I O Ut ? W N- O W W OND O- -P -N -N� N N N O o 0 0 0 0 0 0 o m O o 0 0 0 0 0 0 0 (O 00 rl (A (n •? W N it v W 00 •A � � � � .� IA .+ _ _ _ _ IC o O N CD o (D (D CD CD 0 N g C) Z7XXW>C-000>m= m --xx�C)<- Ko M m CD CD v, o. v o o u 0 c �_ m m o v m o m m ( 3 3 C—D =0 � M v= c� 3 3 can = a cn CD 0 < < a) W Q CD (D 0 C) O r c < < ° (A � N' CD CD p .-. x (D m () CD = N o m CD CD o ? v c„ m O r- p f?� m i?o sv SpSp-0 v a-u—,� _ -p' p o x _ vo° o'�•c) ° CD —3 —o°_m a o° < � n< o (a < -i O pp- cD CD CD 11y CD N = CD v z ° v v a c� - 0= x =— n c � N 3 v � CD O ° oo v 3= C-.• (� �_ CD D (1' A O - CD CD CD v (n N d 'f7 Cl) CCD D 0°� O*x nX CD -n ' n = CD (n ° v oD a a 7CD : CD Cx r- .-. CD m CD N r < 90 < n Cl) c v n ��°° ��° a 3 (n � < m a N �. tS O v x CD g � n) oo v -1 o :3 CD `C . 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NCRETE A-2166 CCOUNTING FAX (206) 753-4178 ' 1915 MAPLE VALLEY HIGHWAY • RENTON, WA 98055 SAND & GRAVEL (425) 226-1000 ACCOUNTING: 9125 TENTH AVENUE SOUTH • SEATTLE, WA 98108 • (206) 762-2566 TOLL -FREE SEATTLE (206) 623-1414 ACCOUNT ID 046101 126 LOGAN AVE S DELIVERY ADDRESS: SOLD TO: BOB ARCHER CONSTRUCTION 7855 SOUTH 206TH STREET KENT, WA 98052 PFyL7E : 1 ITEM DESCRIPTION -,f. SND 7/8 50t30 pS1 I H1—I% t s J' 'L Erii.- I R0NN,EN-F AL SURCHARi E INVOICE NO. DATE PLANT 450544 08/28/0010 JOB/P.O. # ORDER # 11-84 QUANTITY UNIT 7, UNIT PRICE TAX TOTAL n OIZI C LJ6. 00, I' TE-�L. {'iyD 00 `I o��� IG�o SUBTOTAL 1 otai Concrete1 � ��r, >Z 7, 041 ' �Pf l '4i s;_ $ Labor $ SALES TAX 4G2. 00 41. 00 0. I�'141 0. 00 0K^ INVOICE TOTAL 5` 3. �''' INVOI STONEWAYACCOUNTING (206) 762- g NCRETEFAX (206)763- SAND &GRAVEL (425)226- 15 MAPLE VALLEY HIGHWAY • RENTON, WA 98055 TOLL -FREE SEATTLE (206) 623 ACCOUNTING: 9125 TENTH AVENUE SOUTH • SEAT, WA 98108 • (206) 762-2566 TLE 12'6 LOGAN AVE S 046101 DELIVERY ADDRESS: ACCOUNT ID BOB ARCHER CONSTRUCTION SOLD TO: 7855 SOUTH 206TH STREET KENT, WA 98032 PAGE: 1 ITEM DESCRIPTION 5000 5.0 SK SND 7/8 3000 PSI 300 0 J. h: J N THAN E ` DS 30075 ENVIRONMENTAL SURCHARGE I 1 \1=Tv • -� 4':� ... _. i' EJ i lJ 0i Ivi ..._ i `tea IJ i'J INVOICE NO. DATE PLP 45048 08/127/0. 0 JOB/P.O. # ORDER # 00000, 40B98 QUANTITY UNIT PRICE TAX TOTAL E, 7. kti�I C E,. 00 462, 7„00 C, C �i Tot I Ion_t _;pl i Plis I, _p 7.00 462'..00 81.00 000 SUBT "41 �_:_t b o ; SALE: 0.00 J`+ INVOICE TOTAL STONEWAY N CRETE 1915 MAPLE VALLEY HIGHWAY • RENTON, WA 98055 ACCOUNTING: 9125 TENTH AVENUE SOUTH • SEATTLE, WA 98108 • (206) 762-2566 ACCOUNT ID 046101 SOLD TO: BOB ARCHER CONSTRUCTION 7855 SOUTH '206TH STREET KENT, WA 9803 DELIVERY ADDRESS: F'AGE : 1 ITEM DESCRIPTION 501^0 5.0 Sf�. Sh1D 7/8 :,000 F'SI �0001 MIN HAUL—i_E5S THAN 8 Y17S �0075 ENVIRONMENTAL SURCHARGE T I CN ET : 010 1 IS681 Total Yds Concrete $ 3.00 198. 00 Supplies $ 109. 00 j ACCOUNTING 2061762-2561 FAX (206) 763-417- SAND & GRAVEL (425) 226-1001 TOLL -FREE SEATTLE (206) 623-141 12E LOGAN AVE S INVOICE NO. DATE PLANT 44844 08/07/0 010 JOB/P.O. # ORDER # 00000 40091 QUANTITY UNIT PRICE TAX TOTAL 3.00 CY ElG. 00 198. i?I 5.00 E '0.00 100.0 1.00 C ::,.00 h 9.0 SUBTOTA ?,07. 1 SALES TA Misc $ Labor 0.00 0.00 0. INVOICE TOTAL ;4'�7. ® STONEWA - CONCRETE *+S,�LE VALLEY HIGHWAY • RENTON, WA 98055 ACCOUNTING: 9125 TENTH AVENUE SOUTH • SEATTLE, WA 98108 • (206) 762-2566 ACCOUNT ID 046101 SOLD TO: PAGE : ITEM 5000 30001 30075 BOB ARCHER CONSTRUCTION 7855 SOUTH 206TH STREET KENT, WA 980322 1 INVOIC ACCOUNTING �206) 762-25E FAX (206) 763-417 SAND & GRAVEL (425) 226-10C TOLL -FREE SEATTLE (206) 623-141 DELIVERY ADDRESS: 126 LOGAN AVE S DESCRIPTION 5.0 SK SND 7/8 3000 PSI MIN HAUL —LESS THAN 8 YDS ENVIRONMENTAL SURCHARGE TICKETS: 010—E1648L Total Yds Concrete $ Supplies $ 3.00 198.00 109.00 QUANTITY 3.00 5.00 3.00 Misc $ 0.00 INVOICE NO. 44834 JOB/P.O. # 00000 UNIT PRICE 6G. 00 ,0. 00 3.00 DATE PLANT 08/06/0 010 ORDER # 39898 TAX TOTAL 198.0( 100.0( 9.0( Labor, $ 0.00 SUBTOTAL 307.00 SALES TAX 0. OL71 INVOICE TOTAL 307.00 S T VAN! CONCRTE �� FAX :',206j 763-417 1915 MAPLE VALLEY r'iGH'v1/fi' RENTON, VSr•4'SO 5 ! SAND & GRAVEL ;4251 226-100; i TOLL -FREE SEi,TTL= 2��6 623-141 ACCOUNTING: 9125 TENTH AVENUE SOUTH • SEATTLE, WA 98108 • (206) 762-2566 ACCOUNT ID 04 i 1 DELIVERY ADDRESS: i S LCluAN AYE S SOLD TO: q;Jri� C—%i'CHER CtO,",I TIRUi.:T I O INVOICE NO. DATE PLANT ? J MUTH 20,r7,TlH STREET KE:�.i'T, WA 9, 03r2 44` 94- 08/ci/k1 I��1�! JOB/P.O. # ORDER # {'t t ITEM DESCRIPTION QUANTITY UNIT PRICE TAX TOTAL i 1 iL� t:: �:. c ` 7t -. c.: t• ! : r ty� •-� .j. •1. -, . D i , �!? —"•� I . ,7, -f! - �f4 E - ! 0 �, Y vLs. '' r t i Sty. iZ!� 4:rLt�t. y i ` ;`i P' —iUL—i_t_:: THr !i � C3 y ' J. 0G E -i 0. c t 4 +t•. 012 -' 14vI�!'�- - : "_ +-3. Q i I I �� 1 I I� Tvta! Yds C.OriC'r" -'c' _i?17i1 Ni-sc $ Lair ] r IZ' . tiI r INVOICE TOTAL SUBTOTAL 00 SALES TAX !. 00 4'!r. 00 co W 'y A 1915, MAPLE 'VALLEY HIGHWAY T REN ION, ',AIA 98()55 ACCOUNTING: 9125 TENTH AVENUE SOUTH 0 SEATTLE, WA 98108 0 (206) 762-2566 ACCOUNT ID 046 101 SOLD TO: BOB ARCHER CONSTRUCTION 7855 SOUTH 206TH STREET VENT, WA 98032=t PAGE: ITEM DESCRIPTION 5000 5.0 SK SND 7/8 3000 PSI 0. C. WIN HAUL—LES-3cS THAirl S-3 Yf)c--,- _114 i y i-r .:5iZ A757 — p:�RONMFENTAL SURCHARGE 0 E T S 0 0 a E. cg Votal Ydis Concrete s 3. IDIZ, 11-38.00 INVOICI ACCOUNTING (206) 782-2566 FAX (206) 763-4178 SAND & GRX/EL (425) 226-1000 TOLL -FREE SEA7, LE (206) 623-1414 DELIVERY ADDRESS: 126 LOS:)AN AYE S 44 INVOICE NO. DATE PLANT JOB/P.O. # ORDER# vo-1 10411010 0 4 10 8772 QUANTITY UNIT PRICE TAX TOTAL 71' 1 F_ y 66. 0141 i7l,'71 L7! 01 20, 10 Qu SUBTOTAL 32717. 00 SALES TAX 0.00 0.00 INVOICE TOTAL 77. 013 f � Tim j �.NUMBER t <� �RENTON CONCRETE RECYCLERSINN� 0001 08/17/01?082429 22121 17th AVE. S.E., SUITE 117 BOTHELL, WA 98021-7404 (425) 481-9101 FAX (425) 486-3346 °roduct Descript ILANT:- Renton 100011 3/4 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 References Quantity Price `fatal TICKET DATE: 08/17/01. 031916, 918 66.77 5.95 Sub -total: 397.28 Sales Tax: .00 Total: 397.28 397.28 I K' .,� .. UMIN WO�a RENTON CONCRETE RECYCLERS �,� d00� 08/10/01 OO82196 22121 17thAVE. S.E., SUITE 117 BOTHELL, WA 98021-7404 (425) 481-9101 FAX (425) 486-3346 duct DescriPt References NT- Renton TICKET DATE- 08/10/01 011 3/4 031462, 462, 470 071 CHa 031469, 476 800 WD CHG 5 % 0314,69., , 476 } ram!` l Y� Sub -total: 677.41 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 Quantity Price Total 97.79 5.95 581.8b 26.00 3.50 r 91:00 00 00 4 55 ' a 4 C. _ , Fv.- DATE I NUMBER RENTON CONCRETE RECYCLERS ujJ 22121 17th AVE. S.E., SUITE 117 �.� . 0001 BOTHELL, WA98021-7404 (425) 481-9101 FAX (425) 486-3346 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 Quantity Price Total uct Descript References T, Renton TICKET DATE 08/09/01& kj 5 345.46 031415 , 415, 436 k S8 .Ob ,11 3/4 s 24 ,00 3.50 84.00 ,71 CHB 031413, 444 `�' 4 ,50 36.00 031409 8.00 �7z� ct�B �� z R .aa t�� as .oa 00 WD CHG 5 Q... 031409 , 413 , 444 A " 44 -1z Ogoo � 000 0g00 Sub -total: 471.46 Sales Tax RENTON CONCRETE RECYCLERS 22121 17th AVE. S.E., SUITE 117 BOTHELL, WA 98021-7404 (425) 481-9101 FAX (425) 486-3346 DATE I NUMBER t >: 000`0056i" 0001 08/08/01` 0082106 PIT SITE: 500 MONSTER RD. S.W. RENTON, WA 98055 :E? Total 05 369.40 �0 28 .00 �0 1 .40 Sub -total: 338.80 Sales Tax: .00 Total: 338.80 Yeti OO,OT3�7 4OOr -t k1-.0 O 3> 0 :.: Zf�O0Z2 OBI -tom Q=\ Ctv t�3 p 0 0 ' 0 O 0 f�J iV -P-1 T rr _- d 0 r ODoo T) m 0 a z o K O z z� �m nm �D o (NT N_ 0 A p w Z (30 - n (o=-4O or�Z rc0 Tgm� nnCl) m OD (NNmm C co -m W Am0 a V 0 m m U) X7111, � 4* jj 2 a Gasl RIB No. 8140 Gasl Rlf No. 12,3E Gas RI! No 814( Gas BA No 15A C 4E 46C-S 46C-4242 COVER 814- LA ki., ncr c a 46C-3042 46C-42 OPTIONAL COVER SLABS 814-TC 814-TE ALSO ON PAGE 42 OPTIONAL TOP SECTIONS ALSO ON PAGE 43 Copyright 1970 Vault Inside 814-30R 814-48R Outside Total No. Heiqht Risers Risers Heiaht Weiaht 814-76-LA 7'-6" 3 10'-2" 50,270lbs 814- 8-1-A 8'-0" 2 10'-8" 50,610lbs 814- 9-1-A 9'-0" 2 1 11'-8" 54,510lbs 814-10-LA 10'-0" 4 12'-8" 58,410 Ibs 814-12-LA 12'-0" 1 3 14'-8" 62,990 Ibs Any combination of 30" risers or 48" risers may be used to achieve desired height. Special blockouts can be furnished for intercepting existing ducts. See ordering instructions. For details see reverse side. 41 Issue: August, 1988 814- LA 00 *-.-1 14'-0" A _ I I I I I I o 1 t I r /f I I I I 48,. I � I I 44I l 9 j t Q I m 15, A SCALE: 3/16 " - 1'-0" 5/8" DIA. LIFTING INSERTS 11/4" DIA. 20,000# PULLING INSERTS 12 PER SECTION InMai MIZ__� OEM 15,_0" J I T-0- SET IN GROUT ON JOB I - 1 I I I I I L L_ L 5 SP'ACES @ 24" J r -- -r — 0- 0 0 o--p -- I 1 12"'12" 12" 24" 24" ?' I N N N N - 18" 10'4" 1.8" 18 52• 18" 4-1" DIA. GROUND 11/4" DIA. PULLING INSERTS GASKET SEAL (TYP.) -- ROD KNOCKOUTS 1/2" INSERTS 4-TON "RAPID -LIFT" ANCHORS SECTION A -A SECTION B-B r---1T-- vo --- I I1I � � I 24" 24�-a—J�� I--- • ----i I I I I - e o i 1 411 OPTIONAL CONCRETE COVERS 46C-S Solid Cover 2040 lbs. 46C-332 46C -332 P Hinged and Spring Hinged and Spring Locked Cheveron Grate Locked Steel Plate 1.440lbs 1,430lbs. IM Access Cover Slabs for use with 814-LA Vault 46C-42-R Cover 1,350 lbs. For Adaptor to other diameters see Riser Section 30" 42" (V N � R 46C-3042-A 46C-3042-B 46C-4242 Rect. Opening Rect. Opening Square Opening 1,490 lbs. 1,490 lbs. 1,270 lbs. For Rectangular Risers, see Riser Section. For details and specifications of Gratings, see Grating Section. Copyright 1970 42 Issue- August. 1988 COVER No. 57-2-332 AT 2.180 Ibs 18" RISER No. 57R18 2,600 Ibs 6" RISER No. 57R6 880 Ibs 4'-2"x 6'-6" OPENING 814-TEE-CLX 814-T-CL FRAME do GRATE No. 4220-1-12O (4") No. 4210—H10 (4" 4" RISER No. 4204 12" RISER No. 4212 ALSO AVAILABLE 6" RISERS No. 4206 l " 1/2. COVER \ \ No. 814—TEE—CLX J \ \ \ \ 11,200 Ibs 15'-2" \ \ \ \ / \ / \ 2" SUMP DISCHARGE 42' DIA ACCESS TOP SECTIO"' No. 814—T( 10,100 Ibs /2' 43 Issue: August, 1988 NORTON CORROSION �2 Fax:12064851754 Mar 6 '98 13:48 P.06 NORTON CORROSION LIMITED PREPACKAGED MAGNESIUM ANODE SPECIFICATIONS I - GGGGOGGGt�GOGGG�- — - ��. 0 t—` ANOD2 WEIGHT LBS DIMENSIONS, INCHES APPROX. WT. LBS AKGD ANODE - BARE PACKAGED A B G I D 3 (r) H fr 47/g 7.3/n 3/3/4 3-31A 12 1Il 6 A 10 16 y 'r 1 y-1 '�5 3-3/4 20 01 Za 17 (d 1 245 $ 3-3/4 31 6 51 a) 60 2-1/2 64 6 68 32 d 20 5 8 5-3 4 27 8 73 WOOL/ 48 (d 32-1 t6 6 38 8 105 ANODE CORE: 31I1)Y Galvanizeu steel spring wound wire core (D-shape) or Fiat Strap (R-shape)_ Giving an ideal bond and assuring contact for the life of the anode. ANODE BACKFILL: 75% Gyprurri 20% Bentonite 5% Scdium Sulfate {Other compositions available upon (equ est) VIrvnL``� ANODE LEAD WIRE: No. 12 THHN copper lead wire, sei4, brazed to core and insulated with cold tar to isolate the brazed connection. (Other sizes and types available on request) NOMINAL Typical METAL ANALYSIS High Potential Anode Standard Potential Anode Al 01 % Max 5.5-6.5`,k Zn — 4.5-3.5 Cu .02% Max .001 % Max Si .05 ' Max .010% Max Fe .030. Max .003% Max Ni 0005% Max .001 % Max Magnesium Remainder Remainder CORROSION CONTROL. SPECIALISTS SINCE 1959 8820 222nd Street SE Woodinville, WA 98072-9524 1-800-425-3111 Phone (425) 483-1616 • Fax (425) 485-1754 D2 0 ` J 00 Zoo 4400 Route 9 So., Suite 100o Freehold, NJ 07728 Phone; (908) 409-6650 Fax: (908) 462-9149 iR CITY OF RENTON Planning/Building/Public Works Department Jesse Tanner, Mayor Gregg Zimmerman P.E., Administrator May 25, 2001 Joe Adams Archer Construction Inc. 7855 So. 206th ST Kent, WA 98032 SUBJECT: RELOCATION OF 10' WATER METER FOR BOEING RENTON PLANT - SUBMITTAL APPROVAL Dear Joe, The submittal you provided us on May 18, 2001, for this project has been reviewed. The results are as follows: 1. Concrete for thrust blocks, curbs/gutter — APPROVED 2. Meter vaults with hatches and covers — APPROVED — Except vault cover The cover slab shows a 6'-0" x 4'-0" block -out opening for the hatch opening. This opening should be a T-0" x 5'-0" block -out clearance according to plan sheet C-2 and sheet C-3. The City of Seattle requested that when the hatch is in open position they need at least a 7'x 5' clearance opening for water meter maintenance and safe operating of the valves. The adjustable cover slab overall size should be 8'-0' x 6'-0" to accommodate the required T-0" x 5'-0" hatch opening. Other parts of this plan are approved. — Resubmit with vault lid detail 3. Cathodic Protection — APPROVED 4. Asphalt Paving — APPROVED 5. Crushed Surfacing Top Course — APPROVED 6. Pipe Zone Bedding — APPROVED 7. Gravel Backfill — APPROVED 8. Piping, Spools, Fittings, Gate valves - PENDING BOEING'S APPROVAL In this section all materials are approved except Mueller 2360 series gate valves. We are waiting for the Boeing Co. for approval on these gate valves. Additional submittal request: • Missing documentation for 8-mil polywrap (polyethylene encasement), Norton Co., products or equal. '11� 1055 South Grady Way - Renton, Washington 98055 0 This paper contains 50 % recycled material, 30 % post consumer del? ten�1 May 25, 2001 Page 2 Missing concrete mix design for CDF pipe fill, Glacier Northwest #0115 or approved equal. Thank you for your cooperation in this matter. Sincerely, !)Ojo4A" { 4 V Laszlo Csuha Water Utility Engineer cc: Abdoul Gafour H:\DIVISION.S\UTILITIE.S\DOCS\2001\2001-307.doc\cor Y o� City of Renton PLANNING/BUILDING/ ♦ PUBLIC WORKS DEPARTMENT 1Administration - Fifth 055 South Grady Way Renton, WA 98055 TO: Allyson D. Archer Archer Construction Phone: (253) 872-7222 Fax Phone: (253) 872-7277 SUBJECT: Insurance Date: 05/10/01 FROM: Laszlo Csuha Phone: (425) 430-7207 Fax Phone: (425) 430-7241 Number of pages including cover sheet 2 I REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please E For your be mailed ASAP Comment review Hello Allyson, According to our phone conversation, I am sending a copy the additional insurance coverages. Seattle Public Utilities and the Boeing Co. each requested coverage for this project. Thanks, Laszlo Csuha Ahead of the curve E. The watering schedule of all newly laid sod shall be four times a week for three weeks. The watering shall be such duration as to soak the replaced sod thoroughly and promote good root growth. F. Such removal, complete restoration and maintenance of the lawn shall be considered incidental to other items of work and no further compensation will be made. The CONTRACTOR shall notify all property owners along the construction area, by mail, prior to the start of construction. Names and addresses will be furnished by the CONTRACTING AGENCY. The CONTRACTOR shall further notify each occupancy in person a minimum of three days prior to construction adjacent to each property. 1-07.17 Utilities and Similar Facilities (Supplemental Section) The CONTRACTOR shall provide written notification to the ENGINEER whenever an adjustment to the new sewer line location or grade is known to be required in order to avoid conflicts. Locations and dimensions shown in the plans for existing buried facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The CONTRACTOR shall be responsible for determining their exact location. All utilities shall be potholed to locate them horizontally and vertically a sufficient time in advance of the pipe excavation, removal, and laying operation to allow adjustments to be made as necessary to avoid conflicts. The CONTRACTOR is alerted to the existence of Chapter 19.122 RCW, a law relating to underground utilities. Any cost to the CONTRACTOR incurred as a result of this law shall be at the CONTRACTOR's expense 1-07.18 1-07.18(2) Public Liability and property Damage Insurance (Supplemental) Coverages (Additional Section) The CONTRACTOR shall also name Seattle Public Utilities and the Boeing Commercial Airplanes Co. and the CONTRACTING AGENCY and their officers, directors, agents, and employees as "additional insures" under all insurance policies. All policies shall provide for 45 days written notice by certified mail of any reduction or modification cancellation or renewal of insurance policies required under Contract. "Will endeavor" and "but failure to mail such notice shall impose no obligation or liability of any kind upon the Company, its agents or representatives" wording will be delated from certificates. Policies shall be provided only by companies with an "Alfred M. Best Rating" of not less than Al2. 1-07.23(1)A Lane Closures (Additional) For Logan Avenue South, the CONTRACTOR shall keep one lane open during working hours on weekdays and weekends as specified: Keep North -bound lane open east of West Meter Vault and keep South -bound lane open west of East meter vault. "I E CITY OF RNTON 1R- Planning/Building/Public Works Department Jesse Tanner, Mayor Gregg Zimmerman P.E., Administrator August 1, 2001 Wade Archer Archer Construction, Inc. 7855 So. 206th St. Kent, WA 98032 SUBJECT: TIME EXTENSION, FOR RELOCATION OF 10" WATER METER CAG 01-043 Wade: Your request for (20) additional working days to be added to our contract has been approved. As of Monday, July 30, 2001, you will have 33 working days to complete this project Please call me at (425) 430-7207 if you have any questions or concerns with this project. Sincerely, Laszlo Csuha Project Manager 1055 South Grady Way - Renton, Washington 98055 9 This paper contains 50 % recycled material, 30 % post consumer CITY OF RENTON DEPARTMENT OF PLANNING/ BUILDING/PUBLIC WORKS WATER UTILITY ENGINEERING (425) 430-72071055 South Grady Way, Renton, WA 98055 Contractor Address City Archer Construction, Inc. 7855 S. 206'" ST. Kent State WA Zip 98032 Contract Number Project Name Statement Number CAG 01-043 Relocation of 10" water meters for Boeing Renton plant 5 WTR-27-2890 Number of working days charged to your contract for the week ending Friday 7/27/01 Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 7/23/01 Monday Sunny 1 7/24/01 Tuesday Sunny 1 7/25/01 Wednesday Sunny 1 7/26/01 Thursday Sunny 1 7/27/01 Friday Sunny 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 19 24 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: Excavating, Installing vault, sewer relocation....... 'Show only extensions approved by letter from City —Use negative totals to show overrun in time W 7 37 24 13 Laszlo Csuha, Project Manager 425-430-7207 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:Divisions\Utility\Water\Laszlo\Boeing-vault/correspondence/WORKDAY5 �C(IL Dy. ;ArIUM=n UUIVJ i nu,_I Lur, LiAU, LJJ ule tell, JU_L UI I .JVMII'II , OIAG G JUN-lti-�lJbl by 4� Cl I Y Ut' KtN I UN r-brw 4GJ 4311 'r,641 t'. 10elOD CITY OF RENTON TRANSPORTATION SYSTEMS -TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONMUCTION COMPANY: Nr,, el- Z 37 APPL. DATE: _!P ADDRESS: /�.� _ .a ��lv ' " . 5 / Zid''a / Pnmrr #: EL HCryi — c-'`f7 _ PRONE CONSTRUCTION SUPE1t1NTRNDF1n: MOB./CEl_ PROJECT NAME: /D�+�' .���(�'s�t~T- FAX �S: (, �2�—?ZZ7 PROJECT LOCATTOK: $/W OF. !S Z''ieks f WORK TT]IE: A /sal .. �- Ii� APPROVVED BY: �� 1 C - O vE"l_ VOn DATE: iJf✓ r / APPROVAL DATE. 1fD -O0 S - NOTBS: 1) WORK ZONE TRABFEC CONTROL SHAM. BE IN ACCORDANCE wrrH MANUAL ON UNIFORM TRAFBLC CONTROL DEVICES (MUTCD)- 2) CAI3 011 (USWC A LOCAL PHONR) Olt 253-862-21.21 (USING A CELL PHONE), FIRE, AND POLICE DEPARTMSNM BEFORE ANY CLOSURE WITHIN PUBLIC RIGHT OF WAY. 3) CAM. METRO TRAM= CONTROL CEMR AT (206) ad1--9"2 AT LEAST TWENTY-FOUR (24) HOURS BEFORE ANY StRM OR IANB CLOSURE AND SO 1E33TUTF.S BEFORE THE ACTUAL CIASURE- 4) THIS PLAN MUST BE SUBM a"M AT LEAST TM= (3) WORKING DAYS PRIOR TO WORK 5) APPROVED TRAFFIC CONTROL PLAN MST BE AT TSB WORK SITE DURING WORK ROM. Q) ANY VEIi,ICLE AND/OR EQUIPMENT TO BE USED FOR WORK WMI[IN THE CITY RIGHT OF WAY MUST DISPLAY A COMPANY 108O (ANY LEGALLY ACCEPTAADLX 3I.GN SKOVING A COMPANY NAYS, ADDRESS, AND TELEPHONE NUhMrE i) AT A CONSPICUOUS PLACE ON THE VEHECLE OR EQUIPMM7- COIMENTS: SKETCH Wdrk- 4rCG0, We r k T Are^- —NORTH— . � 415 I hove been informed of my responsibilities for troffic control and agree to comply with all traffic regulations of the City of Renton_ SIGNATURE_ - - , DATE:.�`� / PO f1rR K. KI JM CRAY/%VA. fit �efll Dy. Hnl.nan i nun. I .- i .v3 .. JUN-19-2001 09:42 CITY OF RENTON PBPW , I fir' mpresenting with all traffic regulations of the City of Renton. I shall prepare a traffic agrea to comply approval of that plan. That plan shall be implemented for all control plan and obtain CIty street and lane closures, and the plan shall be performed in compliance wlth the Manualours Uniform Traffic Control Devices. I shall notify m d gar y laneservices ri e twenburea closures not in before any street or lane closures. I and y conformance with the approved traffic control plan and/or without notification of emergoncy services may result in my receiving a oitatio �d applicableviolation State told C► codes_ugh 47 36.220, 9A.36.050 Reckless Endangerment, other I certify I am responsible for the project and the responsible party t4 be cited for violation of R.C.W. 4736200 thmugh 47.36 220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. NAME: ��r rc.� HOME ADDRESS:—Le'l� 45;� `7 lfe2s� WORK ADDRESS:_ �s✓ WORK PHONE: 2S- Z Z� HOME PHONE: COLOR EYES; WEIGHT: W -- HEiGI�T:1 COLOR WASHINGTON STATE DRIVERS LICENSE NUMBER:�a�/.�i✓�` C:tThaw 0p=.j0rATCrji0U sent By: AHUHLH UUNSIHUUliUN IINLj e3,3 ale 1411, JUl'J'VI /.JUN1Yl� �y JUN-19-2001 09:43 CITY OF RENTON PBPW Z Q a a —•� M 1 w C a wo Y �V � o 0 0 �� —i �� V Q a; A � of r L CN= is O O ov �w mm ..a.s pp �Ag r y w� a O r h N `d �L E Q u, r W O 0 ' 6 I ~ , • ti � •� n r '. W .n r ✓<S M l .Y.. \ \ W Q vt .fl h u v+ �• n N a �- p •� « ]t I a p ppQ� • w O • woomm VI Z �+ — 5 o b �v9z z N� a ^� 6 40 r V a �+ 0 f\ W J O O � Q O 7S � • ' 'a � � N � C�C" o wr _Ov t ( G L 4. w.0 v+ 8 o ILL ,- A$ o � V �V > s •gO m p off r n „� o L TL p N M L Of -IA 4L 3L`� ♦� e 1 �., m � .1 O C v a o o°c J F ° O u v Q o J N L � t + vo 0 o c a Y L E V V 4- i- V N PE IC Q C c- N o f 0~ V 30 J } Z PL V--- - N L O r� a t- U. - C C - ^ J N LL V O J V- 0 U p p ou N Y- a0i V E E O a C L > O - n O b O U V: /0 V v C V L b V� - V �p�j O t 010 t L a, l:• J N Cl O J V m O J o v}i C- o �aOv� w y O C •- 3 c V - D p V t C - tl 0 C1 V T Q�j > P O P O V- :- - v 6-4 N o P +- C •- - U O: - H V E ID v a .- L -- m o a ti o Q C U V L L i V O r V > V tl- N C N Z C - L > D a _ O a •- L 7 V U N O Q N (n l V Vt--U O N n C b E OC L fr-O O L O t 7'H C -t >TL C O 'F• O D7aba- HO+ P ♦- N D D b L v- O O V V C a O V - V L O� V- a V D P O L L E tt V Cl 'E b O V 7 L O O a O a > E P > ^ - b • Y O > q- E V L -0- C - V p o L o p O •- n a0 a V �- b � L o~ 4) +- 3 0 D O L- D V t O�V C V V v o Y C b V t O> C V L C CI o r u c V a qq P O O 03 „ OLCL 3C U W 3 - V tO40 O.N V <oa 3 J < W O a PL V 49 O t� 0 C- a c or- nC - L v WOi L bOC J bLbO�„ 7C lu 40 - . V- b ♦- C V V L �c O ) L L o V CtA V co OU V V O �p �„ r O b7 V C EE0 - 0L- L3 i b OaL Vl 41- b- •- b +- L- V �- O - w Q > p W< o o L d � O U N C O C N O O t O \ n a M- 0 OOi OC V CA VO a u>>Q1 NO Gxu 04, OO uO3> o C O OOvO. cC 3 Pa- o POC��finp�CatlVL(l�0PO�-tl�NQNpS77omp 0VO� Oa s a Z U A a0 ill w7 �A V1 M � t O_ N Q 17 N N tl a a ✓� � C a UT a U L tl V r1 4-b T .04D a Ta O � L Q �+�+- VIC�n V v a tl 7- v O tl tlL - v c o cvmL o•- +- � tln L v n.nva ltlC- WW K � �Q O� CO O O A ti�Y o City of Renton U„ + PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT a Administration055 South GradY Way haloor Renton, WA 98055 TO: Joe Adams Archer Construction Inc. Phone: (253) 872-7222 Fax Phone: (253) 872-7277 ISUBJECT: Traffic Control Date: 06/18/01 FROM: Laszlo Csuha Phone: (425) 430-7207 Fax Phone: (425) 430-7241 Number of pages including cover sheet 5 [REMARKS: ❑ Original to ❑ Urgent ® Reply ❑ Please [ For your be mailed ASAP Comment review Joe, Please fill out the following forms, and fax it back to me. Our traffic Engineering department and the Police Dept. require these forms. You should keep a copy for use. Thanks, Laszlo Ahead of the curve CITY OF RENTON TRANSPORTATION SYSTEMS —TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: APPL. DATE: ADDRESS: CONSTRUCTION SUPERINTENDENT: PROJECT NAME: PROJECT LOCATION: WORK TIME: WORK DATE: N/E/S/W OF: APPROVED BY: APPROVAL DATE: PERMIT #: PHONE #: MOB./CEL. #: FAX #: NOTES: 1) WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2) CALL 911 (USING A LOCAL PHONE) OR 253-852-2121 (USING A CELL PHONE), FIRE, AND POLICE DEPARTMENTS BEFORE ANY CLOSURE WITHIN PUBLIC RIGHT OF WAY. 3) CALL METRO TRANSIT CONTROL CENTER AT (206) 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 SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. 5) 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 RIGHT 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: SKETCH have been informed of my responsibilities for traffic control and OFFICE COPY agree to comply with all traffic regulations of the City of Renton. CONTRACTOR INSPECTOR SIGNATURE: DATE: POLICE FIRE —NORTH— T- K. KITTRICK/ KEVIN MILOSEVICH AM GRAY/STA. #11 C:\TRAFFIC 0PERATI0NS\TCP\CTR1ptN3 1, , representing agree 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 traffic 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. F•: HOME ADDRESS: WORK ADDRESS: WORK PHONE: SS#: HOME PHONE: COLOR EYES: WEIGHT: HEIGHT: COLOR HAIR: WASHINGTON STATE DRIVERS LICENSE NUMBER: CATraffic OperationATMfines c w L > V j D 4 D 00 O O C L (7. _ E am L D V 7 0 D 3 C u W W E W O PL D._- N L 0 P.- 0 7 W S O V 7 N -O" - EELU au o 4• c '�- O N > E �- O o - n 4 t O U N D D - c Gl t O j t L In• L: 7 N O J log, a] O ] N C- O - N O W C N d L 3 4. W N } C - v 0 - O; O N -- t Ic t m O 4! 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N D o - U O } (n C O W U C O U - Z v a N J r � v � GJ L O� }v OL w C _ ou a L �l LL. 0 V1 O V - W c =s O �n1 LL N Cl t - y Un- /pJ �pj ¢ = F -Vv Jc U a Y a, m > O V } O (off II�U / ♦ � � <o p Q w t ° n V > Q o � •-' a ¢ Z 4- 4- L L � < a co 4- Y r z 1 4-4- r77 s m D N 4 W H 3 O z 0 <@> _—- o c Q P M X a 3 v I I C Z O < O O J W < O t=1 V K O Vl o X 0 I I Y N 4 > o I ../m O _ - T V P C I I 0 u P o C X I I o L J n N C 0 1 O Y I I u c � x U V � F m G ( I oa J O L I C V f - OW }0 3 m °� i L L I 7 v� uoc - O 1 } L._ cl N L C W t Iin O O > n O — L +OO Wy y wC W r L I OO L V Q 00 7E K L N n mF v L L Q + L Lo; a13 Cl- oa c a� VO S vl N rn nO 03 1 V N IOily ° > 3 E o LN N O O L FC W3 rn L a OTU vo L + o a O L vv V L N O N O L O O - _ + Cv O v ( I N C C W } C OC U O a - T O t U or v ♦(= W 40- i o v o Q- O N Z O W u /N y� SG11 �4- V p O V � W n T C N V J O } c w y �' o W 0 O 0 v U O Z U H N ? JQ W� Zto N Q O O V O M O N x > In in O W o a \ \ \ � O In in Ul I�l N WV X d +I na 00 �F 10 L � +I O O Ifl ++ O N M +I O O N J ap S S S 2 Q a a a a U � W V1 In O O z n an N \ \ \ \ U Q In V M N a z y a c� � vl � C ul vl L N In OT O N N-v Locln ° ul3 O L }}.-} 3 Tln � a In C m V � ° 30/ - C C Vm•L O WL o o °•- } � N n L X L J D L D VI � l/1 L W C •- ta-W � O O K m I • O 1- W — Z 2 O p C. O O �. Q- � ul N � � O v 1fl v O In y S y O IA O (� N N N Yl Z w v w a Q o � ui an m � N N O N i L +- C A N p N J 3 ., � l0 N � v C W Q Q O LL O m Gl n to w j m � U N O v v W L Q - � � '- G! > � C} - ° ° W O f` N N E to � Q E N U � cv Va } T 00 cv .n� � N } W N N v U = L � Q � - O In O � O � N TC Q O _° aQ 00 0 in v O N O r _ M N O M t17 a0 V 7 L N(D QJ E 70 t(1 In x m �O 11 II O v � - OC V _ 1- Lv ° N � l� n c CD N CD 4,R CITY OF RENTON Planning/Building/Public Works Department g J e Tanner, Mayor Gregg Zimmerman P.E., Administrator July 12, 2001 Scott L. Trautmann Archer Construction, Inc. 7855 So. 206th St. Kent, WA 98032 SUBJECT: TIME EXTENSION, FOR RELOCATION OF 10" WATER METER CAG 01-043 Scott: Your request for (7) additional working days to be added to our contract has been approved. As of Monday, July 16, 2001, you will have 23 working days to complete this project Please call me at (425) 430-7207 if you have any questions or concerns with this project. Sincerely, Laszlo Csuha Project Manager DOCS\2001\2001-410.doc\LC\tb rtev� s 1055 South Grady Way - Renton, Washington 980557 'ti 0 This paper contains 50 % recycled material, 30 % post consumer Sent By: ARCHER CONSTRUCTION INC; 253 872 7277; Jul-6-01 9:32AM; Paae 1/3 ARCHER CONSTRUCTION, INC. 7855 So. 206th St, • Kent, WA 98032 • (253) 872-7222 / FAX (253) 872-7277 AR-CH-EI-219-DR DATE: TO: r 74�/� FAX NO.: '7'2,> 1%�Q `- 72Y r ATTN: L. a Z FROM: % NO. OF PAGES. RE: t� 1�s� �~�pi V,ot 7— G Tke., e 2.4 O)Pe UTILITIES • FIRE PROTECTION Sent By: ARCHER CONSTRUCTION INC; 253 872 7277; Jul-6-01 9:32AM; Paae 2/3 A[W➢n � OA1� , �r is 3/4'o FERRULE LOOP INSERTS (J) PLACES IN SDE PLAN VIEW JAE AND COVER UV�62D-K20 WT14 4' FUSER UY 804 -- -3/a'd FmoxE LAUD INSERTS PLAN VIEW (4) PLACES IN SIDE V-e' : 6'-6' . 8' COVER 9L4 Tt/ 5' x 7' LW HATCM smucn&4, N0'T'ES 1. CONCRETE - 2e DAY COMPRESSIVE STRENGTH I'c - 4WD Old 2. RMAR - ASTW A-613 GRADE 60 3, MESH - AM A-18S OWE M A, DESIGN - ACI-316-99 BUILDING CODE 857 11INWM STRUCTURAL DESIGN LOADING FOR UNDERQWUNO PRECAST CONMIE UTILITY STRUCTURES 5, LOADS - H-20 TRUCK WEEL w/]OX WPACT PER AASKTO GEIEitN,140TES: 1, CAN YWTDR TO - VERIFY ALL BLACKOUT SM ANO LOCATIONS DO ALL GROUTING OF VAULTS, HCLES d SE-S SUPPLY t INSTALL ALL PIPWG A: ELECTRICAL INSTALL ALL LADDERS 2 PRODUCTION OUAHBTY: (1) ASNABLED VAULT U101,57m COVER SLAB ■ 3.210 IOL TOP SEC71014 - 11,5211 Wt. 48' CENTER SECTION = 12,066 tbs. W CENTER SECTION - 8,140 IbL WE SECTION = I8,000 IbL W4 A" RISER - 190 Ibs FRAME AND COMA = 800 Ibs TOTAL WETCNT - 5J.204 I" IN COVER SLAB - (4) 3/4's FERIRA.E LOOP INSERT 3904 4' RISER (J) 3/4'l FERRULI LOOP IWSERT TOP SECTION - (4) 4-TON BURKE Sr LONG SUPER LIFT 46R SECTION■ (4) 4-TON i LC, "KE SUPER LIFT ANCHOR & (4) 1-1/4"0 ROCKETS ]OR SET:TIO*- (4) 4-TON T L.G. BLOW SUPER W1 ANCHOR & (4)1-1/4'► ROCKETS BASE SECTION - (4) A -TOM 9 1/2' LG. BURKE SPREAD ANCHOR rARI OYKAl"gm I Wall 8II BILL OF WERIAL I1Ey awmr 314 LA META VAULT SEOAL SALES INFORMAT10N EAST VAULT RENTON RELOCATION OF 10- WATFAILETERS t)S"A ARCHO uua m &Q. I -- ='u ] "-1--0' p•►Aoxa aw. to, [� n••. I>AA/A it0 aAu gnT� SHUT I ff _ tE1Rli CA-2819 I�tpp�t e �! ►wary s �c • umay VAL)LT COMPANY .WWII-.t1�esr � - tlirM Ta OOMts1AM AnaaJ;lee. IRO - Mr Af t�+o<+t A M MUtM L•,O !!a SM A,*^ M "Nh-MM a 54 tDowy, hb—W / 4Cf , dl / nalW, Ct / OwOR, Al / tmluq CA too/ZoD(z IY}I EnV-All TOZ► SCL C29 XY3 tT:OT To/L3/90 Sent By: ARCHER CONSTRUCTION INC; 253 872 7277, Jul-6-01 9:33AM, Page 3/3 G K 3'-7 1 2"01 BRAIN HOLE CENTER I I I IN 9uw I { I I �j I I I 1'-B•,r elDa I 2 -6 1 2' a -TON DAKE 9' LONC SUPLN U T 4'_p' (4) PLACE9 !1 TOP 5,- PLAN VIEW 814 TOP (SPECK) 01. 3OR (STAWARO) 214 410 (STANDARD) 814 BASE wIMN (-W(WL) 8'-6' A e' COKA SA YI/ 5 . r LW tiAT04 t M44 ANO COVER Uv03620420 T u 24'0 BLOCKDUI 24'0 BLOVOUT '0 4-ToN 7' A6 DURKE 1 (1) EACH CORNER (4) CO{0'HCA3 N i + (TVP) BOTH RISERS L4-109 OLACE 9 1/2' I.C. SPREAD ANCHOR 2'0 DRAIN (4) PLACES IN FLOOR HOLE CENTEX bl sm SECTION AA r� 4' RISEN UV/3804 SPECIAL SDLID TOP w/oLMOUT StANDARO 30' R1sm (Na 814-30R) ----STANDARD Ae' R1SEA WTH (2) 24'e HALES i EACH S K (Na e14—") SPECIAL LA SASC -/Up DRAIN Romo owy EAcm 90E SIDES P) 80TH Raft COO/COO[A Ivx laav-M TOV SCc CSZ Yv3 91:01 TO/LZ/90 7 ARCHER - CONSTRUCTION, INC. f�. 7855 So. 206th St. • Kent WA 98032 (253) 872-7222 Fox (253) 872-7277 ARCHEI'219DR TO. WE ARE SENDING YOU X7 Attached ❑ Under separate cover via ❑ Shop drawings ❑ Prints ❑ Copy of letter ❑ Change order ❑ Plans n lffffulpin W 4 o I1 MWL 0UVZ 1L DAT L Zer � JOB NO. ATTENT r�. RE: O" /k/ Alk"ral6- A,A) /�•,;P,4— the following items: ❑ Samples ❑ Specifications COPIES DATE NO. 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