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HomeMy WebLinkAboutWTR2702208 W-2208 Park Ave N Improvements .CAG-94-029 1+ � F:�_-. A �:�1�. y. ._�irP, �'.. �. 'r �� i � .r ti i / � � , V 1 �• , . .. ,_..._.�.L__r.. �._r.�aar�. `•:t�x�11T�^^TTyL.�S.T..�ry ...:�.;n ..w.w yY.�...y _ .�.w...... ...�.... .�... . .. ... ........i. .1.. 1.� n..- .n.:♦ 1 ._..! � �. ..fa__. __ _ ___ ...,. ...... . .. .. � .�. a r�.� Estimated TID Participation SCHEDULE C: WATER Coccolo Construction Item Description 0 Unit Unit Price Total TJ%51153 Total omLMnbN1 LS $20,000.00 $20,000.00 5,390.00 Same proportion as bid 3C2 CONTRACTOR SURVEYING 1 LS /0,000.00 10,000,00I,SUD.OU Bas+d on water mein'.418n281 T•15% 303 TRAFFICCONTROL 1 LS 40.000.00 40,00000 10,841.00 Same propoRlon u bid 304 REMOVAL OF STRUCTURES AND OBSTRUCT 1 LS 90,OOo00 90,000.DU13,50000 15%$OS PAVEMENT REMOVAL 2,140 SY to.00 21,400.004.650,00 418'x1O'l9(343y) 306 SIIWCUTTING PAVEMENT 4,e00 LP425 20,400.002,108.00 248'z2 Nonb of N.qh 307 coLD MIx 170 TON 10'00 1 700.00 255.00 15", 306 ROADWAY EXCAVATION INcwDINO NAUL 230 CV 10.504,825.00 2,86R.00 418'x10'X1'f27(ellcy)309 SNORING OR EXTRA EXCAVATION CLASS B 1 LS 1,500.00 1,500.00 225ol) 15%31O CRUSHED SURFACING TOP COURSE 1,275 TON a.20 to 455.00 2,345,00 418k10k1'X1.8Sp0mcy)127(cflcY) 311 ASPHALT CONCRETE PAVEMENT CLASS E S50 TON 35.00 19,250.00 129.00 4,515.00 416'x10k5'I120nIR)/27(dlcy)x2(toNq) 312 INCIDENTAL ASPHALT CONCRETE PAVEMEN 20 TON 50.00 1,000 00 31$ GRAVEL BORROW INCLVOING HAUL 2,685 TON 8.50 22,822 50 I 00 1,547.00 418'x2.251,2.83'x1.85(toNcy)l27(cNCY) 314 OR SACO U.FOR FOUNDATIONS.CLA 50 TON 10.00 600 OU 9 00 90 00 15% 31SCL.52 DUCTILE IRON PIPE FOR WATER RUIN 41 LF 52,00 2,13200 316 CL.52 OUCTILE IRON PIPE'OR WATER MAIN 276 LF 26.00 7,176.00 30.00 780.00 In unerseCion at N,4th 317 CL.52 DUCTILE IRON PIPE FOR WAl'ER MAIN 53 LF 52.00 2,758.00 316 cL 52 DUCTILE IRON PIPE FOR WATER WIN 2.817 LF 80.00 169.020.00 41..,$,$26 10,886 00 Replacement in kind 319 OATS VALVE aWCH 2 EA 450.00 900.00 2.00 9W.00 Replaced two 16'buttertly valves 320 GATE VALVE a, 11 EA 600.00 6,60000 2.00 1.200.00 a N.4th 321 euTTERfLYVALIEWNCH 7 EA 1,680.00 11160,00 322 BUTTERFLY VALVE 2awCH 1 I EA 3,450.00 3,45000 1.00 7,000.00 1004e 323 REMOVEISALVAGE EXISTINGHYDRANT 7 EA 1,00000 7,000.00 324 RESETTING EXISTING HYDRANT 8 EAL 28,On000 800 2800700 100% 325 HYDRANT ASSEMBLY 9 EA 16,200.00 700 12.60000 Excludes two new hvdrants 326 REMOVEEXISTING WATER VALVE 4 EA0 80000327 REMOVE EXISTING WATER VALVE BOX 7 EA0 70000 7.00 700.00 1GO% 328 CONNECTIONS TO EXISTING MAINS 9 EA0 10,800.00 3.00 3.60000 Replacement in kind wDuid require three 329 VERTICAL ADJUSTMENT AT EXISTING UTILIT 4 EA0 400,00 2,00 200.00 ®N.Atn330 SERVICE CONNECTION TYPE Ii 70 EA0 26,000 00700028.000'00 100% 331 SERVICE CONNECTION 2�INCH DIAM. 8 EA0 11,200.00 7,00 9,80000 One is a direct connect fire sprinkler 332 UNSUITABLE FOUNDATION EXCAVATION INC 635 CVL 5T6 986.60 SUBTO 5000 TAL 1154,433.00 15% "vii IJ pants;1-t-gM Tax 8 2%1 47 313 71 ax 8.2%1 12 647 00 TOTAL'. 521 J10ILi TOTALI 166579.00 L y J rr �,•�h, SCOCCOLO COdI mwicPION,1NC, s.i.rc..a.0 wacxrwu Date. 5-31-94 fault t1000ae1e Pre-Con Meeting for Park Avenue North ESM4101rPra'01 M'"'0" Water Utility Comments asn Scum t"tn slr«I arena S.attu.wonmpton NlN VAX w4Ala The contractor shall be responsible for,but not limited to'. Daily street sweeping of construction site and dust Control. - - , ' Daily notification to 911 informing emergency vehical of constru on work for potential re- routing of access. Also call 911 when work stops or when signifcant changes occurs which might alto, emergency vehicle driving routes. Construction daily constiuclion time will be subject to the acceptance of the Traffic Engineer However, no machinery opperation will be initated prior to 8:00 AM. The contractor shall be responsible for polypij;ging,cleaning, pressure testing and ' disinfecting of all new watermains installed pei Renton Standa 'Supplemental Specifications. Chloronation should be performed by the City forces with proper k •+; .. notification and charged by a time 3 materials expense. Only areas specifically directed by the engineer shall be saw cut. Only designated areas shall be credited under this pay item. If the contractor on his own saw cuts non authorized trench areas he shall not be compesated for such work. The City therefore recommends nn♦ ' 4 the conlrecotor wheel or spade cuts the trench area unless otherwise directed. The Contractor shall supply the Water Utility with a complete listing of materials. manufactors model number and regisered pit id. number of trench material sites prior tox any water utility construction work. Such materials tis' ehall be approved prior to wale- +„ related construction. , A spedal billing letter is provided to the Contractor for thr following. Insector O.T., chloronation time 6 material, and City maintenance emergency repair time 6 material. Connections to existing waternams shall be performed by City forces per. 7-11.3(9)A. The Contractor shall schedule all such tie-ins 48 hours in advance. (235-2646) Proceedure to abandon existing monitoring wells at the NE comer of N 4th Street Q park Avenue N. to be completed under the guidelines as specified by the Minimum Standard for Construction and Maintenance of Wells Chapter 173.160 WAC. The Contractor shall comply with the APA Ordinance construction guidleines Native materials will no,be acceptable unless approved by the City. Construction Staking by a licensed LS per spec. 1-05.5(4) All trench backflll shall be 95%Compaction A proctor shall be taken and tests shall lake - place tt.roughoul. i MEMU Ib rM � L Y � e 41_�• PRECONSTUCTION SIGN-UP SHFFT Project: 1Qve_ nJ rr+11 Date: 3 t I Y1 A f t 9 9y cAa 94p2q kr 'j Contractor: II In Phone#: -24-t D(n33 I Project Manager: Rt&.yA 4.vinnC __ Phone N: Construction Inspector: t14tb,RM Y Phone k: 235 •�5.29 iName Affiliation/Representing Phone N 1 LOeem Lt,uP f, _ tti tJf 374 -a909 a oQ �.� ♦6d �.� C,� e� �•,upo. J�-,-G N , 4y'9 ihs/ ISZ)-�n �ERNIf LOE'�ERS _ aae...h ��.. ,+25 '•"P gIQ7 L�'C' Pi)I r N /Qc=ter..✓ �ru it-1 '27� �Wl}Q ��Ty a�//�'t'.vson[ .23s-1529 a77-61746 277- L zz-2- ICY SLFO CITY of ,efVrsw rvs��e .2SS 2sv4 i °i'wvkw" ii •. Y� � x � a � krG3t�sY�'�'Wrygf,"�, 9 fi. ox t all s i j 1��u-r� �ccct.�Go .Srn: [r:c(o Ccnslrucfio» .1Y1 UG33 AdLrraA Seocc,(o sc: c..c4 Cen36.C,7" 1YI-L 37 rlUsi IL Fo Rp,,sT U S W EST Z35- 3o,z 7711 � $A ce Mcv,ee� �4 �27 4 Flne T2n�vs r7- - /Y�1�or�.0 inw�rr. �disiw Z77-c217 (23`�- IlrjZ� rt� ti'T h } AY F �Yx I PROJECT: PARK AVENUE N. 16"WATERMAIN REPLACEMENT CONTRCT: CAG-94 029 CONTRACTOR: SCOCCOLO,INC. APPROVED MATERIALS. SUPPLIER MANUFACTURER'. •DIP, G 52(Tylon Joint) Direct Pacific Slates C DIP, Cl 52(Tyton Joint) Direct Pacific Slates 17'DIP,Cl 52(Tylon Joint) Dead Pacific States 16 DIP,Cl 52(Tylon Joint) Dead Pacific States NI Associated Finings N.D.Fowler Tyler ar Gale Valves M.D.Fowler M&H Dressler 8-Gate Valves H.D.Fowler M&H Dressler Gale Valve Box KD.Fowler Seattle S Type 16'Buti Valves KD,Fowler M&H 4500 24-Butterfly Va"S H.D.Fowler M&H e500 Fog Tito IN 2 Meter Bok M.D.Fowler Fog The Ceno e P 0* -Copper Tubing H.D Fowler Cerro Ford COs-33,C0/�e Pack Joint Coupling H.D.Fowler Ford Ford C28-e1,C22-33 8 C22-44 w/ H.D.Fowler Ford Flared CopW(Compaction Coupling) Ford FA000 Corp.Stop wl H.D.Fowler Ford -Gripper Joint Comp.Finings 2-Copper Setter HD Fowler Ford 374'Copper Setter wl grip)oint wPicel HD Fowler Ford cross fittings 51N'MOV,Fire Hydrant N.D.Fowler love Note'.Hydrant shall be painted w/ Preservative Paint Co Some Preservative Paint No.43-655 -Safety Yellow' Concrete Valve Vault,577-1 A utility,Vale Co Sam Gravel Corrow(Pay Item No.313) Renton Concrete Racyclers Ph No.RS-A-1 Crushed Srfacing Top Course Renton Concrete Recyclers Pit No RS-A-1 (Pay Itsm No.310) Incidental Concrete Pavement Cl.B Cadman Prembs Inc. Pit No.A-189 (Pay Item No,312) Asphalt Concrete Pavement,Cl.E M A Seagate.Inc Pit No.AJ64 (Pay Item No 311) Sackful For Foundation Reston Concrete Recyclers Pit No RS-A-1 (Pay Item No,314) NOTE MATERIAL AT BARBIE MILL IS NOT REC0QN17ED A-APPROVED MATERIAL AT THIS TIME Schedule C project manager signature approval is only for general conformance win the design concept of the project and general compliance with 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 Wr•elated at the job site'. Fabrication process and techniques of construction,coordination of his work with that of all other trades and satisractory,performance of his work. Recommend for Approval Date_ « Izglnie • MEMO WTa,h �Irerrsirre q �. r I� Ny d 21 Coppersetters for 1 -1 /2" 2" Flanged Meters 1tjVertical inlet and Vertical outlet UNLESS OTHERWISE SPECIFIED-STANDARD METER SPACING FOR: 1.1,2 COPPERSET7ERS=13' 11 2"COPPERSETTERS=17" t BALL VALVE INLET AND OUTLET from 1-12"Moto FOR 2"METER CATALM Anwa. CATALoa Avvnoa. Hm. Nwane WT.Lax Nwses M.Las. IF VBBe6 I28411 39 VB872B.177 VBBB6 t5 920 37.0 __ 15_ _ BB87158�1177 A 38J y 13'_. V8886218.1f E8._ 36A--_ V8887 i6B-11 77 410 21'__ VB886-21811-66 _ -36.6_ VEIIS 18-11.77 a1 D 2P VB888-2aE 11-68 37,0 VBBB]-2aB 11-77 420 ' 27- V8886 2784 h68 390 VB88727B 11 77 630 NOW:1 12'8 2`Copperssiters with a VaNe on the outlet are standard with a bypass. The by-pass Walore can be deleted by on Ihe -B'Irons the middle of the wla"number. Example: V8086-128-11.66. KEY VALVE INLET AND ANGLE CHECK VALVE OUTLET a FM 1- 12'Mane Foe P'Mens � DATaANyRox. CATALOG s. Hsar NwIER Wit.Lac Nwt. Wir.Las.12' VH86.128.1168 27.0 VH8712B it 77 370 �15' VN86-159-11 66 _ 28.0 __VH87 158 11-77 38.0 �4r _ VH86-18841.66 2x0 _ V 7-ilt811-77 --- 39.0 2V _ VH8621811.66 X0 _ VH87 218-11-77 - --- 41.0 •� T 2P _ VH86248-1166 - --91.0 VH87,24B.t 1.77- 420 27' VH8I 66 32 VH97-278-11.77 a3.0 Luz Nob:1-112.6 T Copperseners with a vaM an 1M Wbet are standard with a bypass. The bypass Wave can be deleted by Dmmirp IM 'B'Irom Me middle ollhe anfop numher. Example: VHB6-128-11-66. +l BALL VALVE INLET AND ANGLE CHECK VALVE OUTLET I FM 1-12"METae Fa 2'Maba CITAloe .Nllga. C.-.L. Nvsoa. XagRT Nnassaa XAM. a. 12' VBH86.12B-1L6fi 33.0 VBH8712B 1177 at1 l 15' VBH86.1684 F68 34A 1177 111' VSH86.188.11.66 35.0 VBM87188-11.77 430 21- VBHB&218-11-66 36.0 VBH87 218-11-77 44.0 24' VB1186.248.11-e8 - -36.0 VBH87 2aB4677 44.0 _2r VBM86-278,11>56 37.0 VBH87281177 45.0 _ NOW:1-12"A r Apftfs with a vMve on the WIWI ate standard with a by-pass The by-pass if ature Can be dsleted by mining the '8'Isom the mici bl IM catalog numher. EaampM'. VBHW128-11 W. OPTIONS: Options tar 1 12"ano 2•Copper Ua ircNa coupkV&for adpt.V FIP to vatmus types ul me a lim material. Optional N oy xwa to,use when Standard by-pass is M"to reach. K Options found on papa at f w0 zi .a SCOCCOLO CONSTRUCTION,INC. 2825 South 154th Street Sealle,Washington 98198 _ 6/22_/94 - -- -h- 9405 __— Telephone:242-0633 Richard Evans ^ Far:242-0722 -� AI TO �Pr ark Avenue North Inprovesent■ CAG-94_-029 J CITT OF RHNTON PUBLIC WORKS DEPARTMENT � 200 Mill Avenue South I Renton, NA 98055 GENTLEMEN. WE ARE SENDING YOU ❑ Atlochea ❑ Under separate cover vie _the following items: ❑ Drawings ❑ Pnnts ❑ Plans ❑ Samples ❑ Specificatwns "y ❑ Copy of[rafter ❑ Changeorder ❑ ---______-___ _. MATERIAL PREPARED BY COPIES un Wmata mscawlpra 6 Resubmitt�l [os_ ishc_iBtf2xsaxe4I14_s �t�3---. --.----- 6 p. k THESE ARE TRANSMITTED as checked below. ❑for apprised FREIAR❑For your use❑As requested ❑Approved as suNmitted ___ ❑Approved as noted —- - _. -- ------ -- -- - -- ❑Returned for corrections -- _- - -. ❑Resubmit copies for approval ❑Submit copies for distribution ❑Return corrected prints _ +-�❑For review and comment aForbids due_ 19'__ _ ❑Priors retumed rafter loon to us ❑ ---- -- SIGNE J an Barcott, Contract Administrator 5 i SCOCCOLO CONSTRUCTION, INC. ^r•R;t" 2825 South 1S41h Street 23 --- - - -� Seattle,Washington 98188 6X2/94 —1 K_9405 Telephone:242-0633 -- - - —� x Fax:242-0792 Richard Evans `DTO Park Avenue North Improvements CAG-94-029 CITY OF RBRTOR PUBLIC WORKS 200 Hill Avemsa South — Banton. WA 98055 RAW ➢E.IMED 09 6/23/54 J GENTLEMEN: WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via_ _the following items. ❑ Drawings ❑ Prints ❑ Plans ❑ Samplers ❑ Specifications ❑ Copy of letter ❑ Changeorder ❑ __—__.._______—_. . ___.._ ..._ ___ v. u. MATERIAL PREPARED BY cases Dan reureea __mscwtq" - S_ho2__Dravinga: Tyler Flanea Fittings 6 Tyler NJ Fittings { 6 _ " : H 6 H Double Disc Cate Valves 6 " " Valve Boxes 6 " _ " _ H 6 H Butterfly Valves 6 Ford Brass Certification 6 " Ford Herter Settee _- - '-- -_---- 6 THESE ARE TRANSMITTED as checked belt. MCEIVED -d ®For approval REMARKS __ ❑For your we .- ❑As requested ❑Approved as submitted ❑Appe ios noted ❑Returned for corrections ---- - - - - -- - - - -------- - -- ❑Resubmit copies for approval ❑SubmB_copies for distribution ❑Return_--corrected prints _ ______.,_.__.______-_,•_ .-.C7 For review and comment \.{]) Forbids due---- 19 ❑PdMs returned after loon tow ] ann Barcort, Contract Administrator 'oaw`�ham" ""�"""o ilwvMum«ewwroren.r. hw«we tt, IY ^^maryy W+- _. wa+i'i'r'TF ix K� fi 1 i;, ,•su„�^ i A 'µp�s„,,}}^^..'>�.J� v � �t :L r� N ,+ 577-LA 0 i 'r r8 re r.s r' t EAG,COPNEP a A mi: a ra 1-0 1 _ __ .. N 9=P MLV.N12Ea a.NroNo vu*E covEPs PLAN VIEW O t•CHAMEL.N.La ,K'.N'KN CKWT 'C'CHANNEL Kr La. 2EACNSICE.2SMS 2EACH WDE..SMS 2EACNEW,2EN H 4 a x 2iC pAgMyMp p10N 1Ya..SUMP .W aIA KWCKWT 221,2'DM. fMLVANIZM t EACH SE.tCPSIM.KSICEs QPO Pao KNWKWTS } SECTM AA END VIEW OSCALE: 314".1'-0" 221 �• If y f rY9,.'r,• •�I ' t" p r ♦ h t 577-LA N0 2002P.GALVANIZED . COVER DIAMOND PLATE ODVERS No.57TL-2,&W .x m .-t t4'dA PULLING1NSEgTb ..1e-CIA I" . LWSERTS _ I 1 r VAULT No. /\]L�\:� '. N 677-BL \\\�\ •r - .-•c•ceuNNELsee•Lo O.5. 2 21adA. GROUND PCO KKXKIKOUTS .30x-DIA KNOCKOUT 6 ONEACHOF231DEo .T4'DM.KNOCILGGT 12'.10 KNOCIi 3 ON EACH OP.VMS EACH OF.MOES - 12'DIA.SUMP r K-0' OPTIONAL COVERS 74'DA GALVANIZED PULLING IRON I EACH END � I r e>fJ2E w 571,-:0E LOCKRDSTEELCOVER LOCKINGALUMIINUMCOVERS 2.070 UIS 1e20 UIS NO.STTL3VP No"n.2332.A1 LOLOCKINGALWMW COVER NO PAOMOUBJT 3, ins :'POLES No.SPTLSVAL-2sz1 Re-COVED F1JUN 2 3 7994 TreMPwlebA lfMer Ble. LOCKNIGSTEELCOVERS For Vault Extension see Riser Section. z IN me�2P For details and specifications of Gratings and Access Covers Iee Grating Section. • ITEMS SHOWN ARE SUBJECT TO CHANGE WITHOUT NOTICE. FOR DETAILS SEE REVERSE SIDE. CopYngnn99` 22 issue Apni.1992 L� SCOCCOLO CONSTRUCTION,INC. 925 South 154th St. et Seattle,Washington 98188 6/23/94 _�_ _9405 _- Tclephcne:242-0633 Richard Evans �\ Fax:242.0792 _ -- -- - t,.,w� ?aik A_venue North Isipravearnts TO CAG-)4-029 __ CITY OF RENTON PUBLIC 40RKS 200 Mi11dvenue South___- GENTLEMEN: WE ARE SENUING YOU ® Attached ❑ Under separate cover via__ _the following hems. ❑ Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of lever ❑ Change order ❑ -..- -.--- - - - - -- - - - - - e MATERIAL PREPARED BY --- - --_ --- - CorRS sayE 6 $in Ira_vinil__Carro Copper _-.__.. 6 n _- _. Ford Corp StoQe__ THESE ARE TRANSMITTED os checked below m For appyour me REMARKS__ your =` --- ------ ❑For e ❑Ae requested .--- -.-. -- ❑Approved as submitted ❑Approved os"red _ - ❑Returned for tarred ns ---" -- - JUN 2 7 M4— -_-- - ❑Resubmit copies for OPProvol ---- _ TAt�Pm4tlsa -- ❑Submit_Capin for distribution ------ ------ -'-'-- ❑Return corrected prints -- ---- - --------'--- '^�J❑�For r"I"and comment ------- �./L.I Far bids dua —.19__— _---_---- ❑Prints returned after bon to us ❑ - SIGN jo runsBarcott, Contract Administrator }F ...�.r+v.v.. �w ww..r.v..,se n.vr.,w.,e...m..+v,w s.Ar•a.a r.o�«.. sr•C r a� t *, s. 4 ' w ey S •v _Pipe Subsidioty o! ------ t Tyler Corporolion FLANGED FITTINGS r SAMPLE SPECIFICATION `•'� CAST IRON OR DUCTILE IRON FLANGED FITTINGS shall be mode In strict accordance with ANSI!WWA C110. -+` They shall conform to delmis and dimensions published therein and shall be adequate for water pressure of I 250lbs.P.S.I. CEMiN'f LINrNG AWNA Clo4 Dimwafona - Q OlmemNnrvinrAn ; N°Meel Dls.d O PIM the Meye "Is M.e. sell H.I. Nenser 4p Dls .. e l BLC, Isr6 O.D. arde ThIAn•rr T oi. e.w .112.11. en1 teeph O O .2 6 e.75 A2 .75 a %x 2Y. O O 3 7.5 6 JS .75 a %x 2% S 6 9 7.5 .9e .75 8 %x 3 6 11 9.S 1.00 .875 8 % x 3R 8 13.5 11.75 1.12 .875 8 %x 3% O.D. 10 16 1e,25 1_19 1.00 12 %xs 12 19 17 1.25 1.00 12 %x e 14 21 16,75 1,35 1.126 12 1 x s'h 16 23.5 21.25 1,46 1.125 16 1 x e% `R 1 1 is 25 22.73 1.S6 1.23 16 1%x5 e'- 20 27.5 25 1.69 1.23 20 1%x S 24 32 29.5 1.99 1.375 20 l Y.x S% NOTE:No flange joins 30 38.75 M 2.12 1.375 28 1%x 6''A material furnished, 36 46 42.75 2.35 1.625 32 1%x7 -... NDh: Drilling templates ore in multiples of lour, so that finings mny be BENDS made to face in any quarter.Bolt holes shall straddle she center line, A �P^`, / 4> 1 p,' ~4 1 A 1 �s. l T' R 1 1/c Bend(90°1 1!8 Bond(l5°) I/16 Bend(22'/s°) 1/Jl Bend(1tY.°) 5.700 5.705 5.709 S•711 Stu DMenrbm fN, fhe Dl.w.gNer W6 fhe OaeeerAea W1. She DLeeerNm W1, e A e A ■ A R A •2 3 e.5 le •2 2.46 2.5 12 e2 S.03 2.5 11 e2 MIS 2.S 11 3 6 5.5 25 3 3.62 3 20 3 7.56 3 20 3 15,25 3 20 e 6.3 6.5 6 e 4.81 6 s0 s 10,06 a 40 6 20.31 1 40 6 6 5 is 6 7.25 S SS 6 15.06 S 55 6 30.5 5 sS 0 7, 9 los 8 8.46 S.S 90 0 17.62 SS 90 B 35.5 5.5 90 10 1 11 Us 10 10.110 6.S 130 10 22.62 6.5 133 10 66.11 6.5 Us 12 10 12 23S 12 13.25 7.5 195 12 27.67 7 S 20S 12 5S.81 7,5 205 le 11.5 14 330 16 12.06 7.3 24S 16 2S,12 7.5 250 16 50.75 7,S US 16 12.3 15 430 16 13.23 8 315 16 27.62 8 325 16 55.01 8 323 is 16 16.S $30 is 1/3 0.5 37S Is 30.11, 0.5 35S 1s 60.16 sS Us 20 Is.$ is 665 20 16.88 9.3 48S 20 33.19 9.5 503 20 71.06 9 S W11 `26 MIT 22 toes 26 10.12 11 730 26 17.49 11 755 26 76.12 11 160 30 21.S 25 1755 30 27.75 13 1335 30 57,81 15 1305 30 1116J3 i5 1393 ! 36 26.E 2s 2610 36 3S 10 215E 36 12." 10 223E 36 147.2s Is 2160 ' •INliwd°M6MAWWA Ct10. i Al l b° PO 1 111a.ANlVAWwACIILA11.11 titer I•pe unLro Dbh I PO 9 0 M2 •M71•ly i•.4.ar iSTO•ITq 887-SA1•hiw N-a15 4 S a.e 7� 1 MECHANICAL JOINT SS!•QUCULE IRON Subsidiary of CLASS 350 FITTINGS Tyler Corporation Allies 3"through 16'Mechanical Joint Dude Iron Finings shoo he produced in slad accordance j wbh all applicable tars and pravniant o4 ANSIJAWWA 053401.53 and ANSIJAWWA t' shall be manul21.11.fodureh oondorda with emllsthickness t t aqulvaNnt to Gott 56 ductile non pipe.The en. ail. r r 1 working pmsure rating shall be 350 PSI. en. a� cement-lining insets ANSVAWWA ° 0041A21.4-55.(futnnhed when cequhed 1 o c r *' )olat Direensbns In Inches _ As sne AWe. 4 CCN. DON. nON. IDN. K'am, Kmle• t M t 1 lot.. Mlt Nu Mw 3 3.% 2.50 4.44 4.94 4,06 6.19 7.62 7.69 .59 .62 .38 .34 V. %x3 4 4 4.54 2.60 S.92 4.02 4.10 Mill 111 9.12 .40 .7S .41 AS % %x 3'4 4 6 6.90 2.50 8.02 8,12 7.00 9.50 11.06 11.12 .63 .88 .43 .37 % %x 3X 6 "1"11"ti 1 9.86 2.60 10.17 10.27 9.15 11.7E 13.31 13.37 .µ 1.00 .AS .39 % %x3'4 6 s .. 10 11.10 2.50 12.22 12.34 11.20 14,00 15.62 15,62 70 1.00 .47 .41 14 %x3% 8 • 'k' 12 13.20 2.60 14.32 14.44 13.30 16.23 17.111111 17.80 .73 1.00 .49 .43 S %x3% 0 M i ti' kr:1# U 15-30 330 16!0 16.54 I5!4 18.75 70.31 70.75 .79 1.75 .56 .51 % %x4 10 16 17.40 3.50 14.60 10.44 17.64 21.00 22,46 22.50 .05 1.31 .37 .52 14 %x4 12 18 19.50 3,50 20.60 20.74 19.64 23,75 24.83 24.75 1.00 ' 38 .68 .59 '4 %x4 12 30 21.60 3.50 22.70 22.14 21.14 25.50 27.01 27.20 1.02 1.44 .60111 .60 '4 %X 4 14 24 25.00 3.50 26.90 27.04 25.94 30,00 31.58 31.50 1.02 1.56 .75 .62 % %x CA 16 R \ R T \ P 90'Belle(1/4) 43'bnds(I/6) 22ts'Bonds(1/14) 112'(1/32) 6.600 S•605 5.601 5d11 We DlmeeeMn weNnee Diwemien lessens Dimsneisne Vl.yhs Diwsnelem teNehfe " 1 A ■ A ■ A ■ __ A ■ _ 3 .34 4.5 4 20 2.00 3.62 16 1.50 4.98 15 1.25 7.62 15 4 .33 5.0 4.3 26 3.49 4.81 22 1.82 6.µ 21 LSS 10.7 20 6 .37 6.5 6 48 3.50 7,25 38 2.59 10.5 37 1.81 13.26 33 0 .39 7.5 7 68 4.09 8.44 39 2.81 11.4 01 2.04 13.4 48 10 .41 9.5 9 107 5.01 10'" 01 3.35 14.35 67 2.31 15.36 61 12 .43 18.3 10 141 SM ISM 111 3.66 16.9 00 2.S6 20.9 79 14 .SI 120 11,3 220 510 12.00 164 3.93 17.25 148 2,59 21.25 131 16 .52 13.0 12.3 2" S." ISM 203 S." 17.5 179 2.62 MIS IS1 j U 18 .59 15.5 140 410 7.5 14.5 2" 7.5 3D.19 292 7.5 60.94 792 _ 20 .µ 17.0 15.5 505 0.0 16." 30 LS 35.19 3" 9.3 71.07 377 �re 4 24 .62 20,0 18.5 695 9.0 18.12 47$ 9.0 37.69 460 9.0 76.12 .. 'R •U'tsvi4'ses NtsM4NAW91ACINxs4 Metew6er.IM4. f 5.1-89 ilsin ASNul"tat?•ew•eo Io.:027•tsu,,s+w 75710.1]sl 86b5511•N°17u1 E47 70U Page 3 i s { � IVy r 0. + Y O SUGGESTEDSPECIFICAT;CN FC9 M&H AWWA Double Disc Gate Valves ■ Styles67-NRS;68-OS&Y fill M&H Valve Co. ■ Sizes 2"-42" ANNISTON,ALABAMA ■ Water Service GENERAL Cate valves shall be of tM+double disc parallel seat,iron body,bronze mounted,bottom wedge type.They shall comply with the American Water Works Association Gate Wive Standard C-500 as latest revised. I RATING Gate Valves shall be rated at 200 psi water working pressure with 400 psi hydrostatic*at for . structural soundness for 2"through 12"and 150 osi water working pressure,with 300 psi hydrostatic test for structure soundness sizes 14"through 42". Testing shall be conducted in accordance with AWWA C.50Q END Gatevalves shall be furnished with type of end connection specified as follows:1250 ANSI etei CONFIGURATIONS flanged ends,mechanical joint per AWWA C411 wi In. (without)accessories.Asbestos cement suitable for use with Class ISO a 200 machined end A/C Pipe(gasket by others),screwed ends, PVC plastic suitable la use with PVC water pipe made to steel pipe OD's 2"8",flange by mechanical joint,or flange by AIG Push-on 4"-12"fa ductile iron or C900 plastic pipe. MATERIALS All cast iron shallconform to ASTM-A-126 Class B,Castings shall be clean and soundwithout defects that will impair their service.No plugging a welding of such detects will be allowed. Stems shall be manganese bronze having a minimum tensile strength of 60,000 psi,a minimum ' yield of 2Q000 psi for valve sizes through 24",and a minimum tensile strength Of 8Q000 pill,a " minimum yield of32,000 psi for valve sizes300and larger. Bolts shall be electro-zinc plated steel with hex heads an d!,ex nuts in accordance with ASTM A-307 and A-563,respectively. r DESIGN Gate valves shall be of the non�rising stem type(NRS)or the rising stem type(OS&Y)meeting all ice. of the applicable:equifements of AWW>C500. NRS stem collars shall be cast integral with the stem and machined to size.For was 161and z1.+ - above the thrust bearing area shall be fully bronze lined. NRS valves shall tie furnished with 0 ring seals set in machined gropes in the stem in sizes 20.12'.The grooves shall not be machined less than the root diameter of the threads.TwoO-rings shall be set in grooves above the stem thrust collar n all sizes through 12". 4"12"sizes shall have a third O-ring below the thrust collar 14"and larger valves shall have two 0-rings in the seal ; plate OS&Y valves shall be furnished with conventional packing and adjustable gland. .. Disc for valve sizes 2"and 21h"shall be solid bronze and for saes 3"and above they shall be cast iron,bronze faced.Bronze facing shall be machined after insertion into disc face. Disc spreaders for all valve sizes shall be bronze.In addition.disc spreader pockets for valves 16"and larger Shall be bronze lined. Valve bodies shall have guides cast integrally r0 align the discs during travel. For valves 16"and larger,gearing and bypass valves are recommended. Bronze rollers,tracks,and scrapers shall be furnished on valves 18"and larger intended for horizontal installation in horizontal line. Direction to open shall be counter-CloCkmse unless Otherwise specified. 1 -- The inside and oulsde of all valves.together with the workng parts except bronze and machined +� faces,shall be coated in accordance with AW WA standards. MARKING Marking shall be in accordance with AWWA C-500 standards,to include name of the manufacturer,the year of manufacture,the maximum working pressure and size of valvepap in BeWar17 Styles 67&68 Dresser M&H Gate Valves ,AWWA Double Disc-Parallel Seat 2" to 12" — 200 PSI Working Pressure 400 PSI Hydrostatic Test 14" to 42" — 15U PSI Working Pressure 300 PSI Hydrostatic Test rfiol_ 10,In i DIMENSIONS IN INCNSS 1 w-. ♦ ':06 ns / = I0Y :E 11% I-A I la 1UN 16N 11N 1{% VN t5% EIN FN 1{% -w,ln nam :x Y III, % 21A 1 12%1 311% NyS O•pN Zh I I XA % N 1N t A t t tN N 1 `S"f3T15'16.4 :1 ., I I I JU 1 4%1 4% N I 6A 6. 71 i 1% 1 IVIL I N I% IVA NI-RIN _ I _ it _ _ a a+a 'lyx"ic.tS N Ian n%hmN N `N N N 1 IN IN IN IN ' :h 1 1%1 1'N 1% 1 VA N ar')1 Nma;v NI 1 11 U., N I Y 4 a1Z'naaraa 'MIN, 1 1% 5,%1 6 1 71 1 If, %1 Ip'1 1 N 14 1 '?%'�a IVA a Y 4Sn numaM sM UrIaW to N - Y N N -Y 1-%IA 1- �.-1 -N N'. N 1 -1'A 1tln -IN e asa — %!104 T _ _ 'p 1 ra aln n N N Y N NI N , b : 'N N N 1 .•i Nua — I . .4' .. i aI IRN )m•Nr p 1.— 4. N N .N .Y 4 N n % 4% Numgr alw aM{Nr a aN — •N 1 a-N NTM Y N 1 Y4 yY'�M _I 11 Y NP^ .^ IN•- e n _ _ 1 IIA t 5 5%1 6%1 6% _ t — i 11—n is Y `4 111 _ N N 1 JA 1 3%1 3%1 A I roA I 4A — — I I — I — Y 1 t't 1 5 1 N 1 1,1 A I % I i M etn .p N n N — Mpn •n In p % — — — � � _ _ � _ am pYin a M N 1•iy R h ,�]TN h SN S M' N -. antM Nw M Nm( Ny66 1 �01 — u awa.valve tM trml an) ')4 rlThifl `L'SiY t: - _ w wneM amaNr aNil ^L•2_ 11 1 -.a 6.. o'a SDt Hi1T—' p % 1�y12Y yux a 1 +1 Yi ...• urny fo q—O �Y t NpIC 6aN u.n'a na rrc,' t• na^N.I JaM AIaI of esNmean ea snoa`•O. a.• cgnN.1W I,O,Awwx 6N PO'"63-5 anU 676.6 1a hrts 4a1. I I OWA Of]G 3 i 1 �� J y lg 4 qrn T J� 1 I I ,t 1 :rF IN i H. D. FOWLER COMPANY 13440 S E 001n STREETPOT VALVE BOXES OELSLE UPEP.'Ww9\O 96000 pAONE (200) 746-0400 !� 1pvu R :r+'JNO SUxf nLF — 1 11 p _ Specifications: va1Vl N% analysis Is , Wr1 J.—36M:lIlk M 1ll— 96 IMMI:Mi10I.M.c.W.to lM lollDwlnpannpuli0ns.•STM aa6 "Is 101; F VLIMDID 21%{man0 irlC C59N.1M Itplfal cMmicil ITNDTR a^Rsa a— a%,tulles 15 u%m ,ano pnpapblus 25%m W a•.Tfna WaV Y ITpq W FI tlAIrpina MYtR 50 C00 P 3.1.Npwaw,allvat can b aeeM wMn spKlM Mnnetni a,.,AX,f,Rd. CNR11na:Ue1nR sm,".4,a0 caR npa m ppMad w In a s1aMo0 WMIb canna \ TIMM.MIT. Ia iRMol R,.aOP.6.atpMli vamian or RimIW NlVmin,ui mMRllal lnal it.Iwl 1 prot tlwroaliny Cd11Npa iN appl aE wllnimm,mum mx InKlMaf aM ara<M I: pact IInIrWf,anW0ln,ane w11Mx1 alan0ancY 10 cow,or W.".Milt, I: 1 n0\,Or aO% D :1 LOn1 Oa 111FNCM i 1 I T? .n HEAVY DUTY �Is � slu trn wlTx Tw rlaxut cRAR lerlaln 1p' c v plc\L xaxosa wvtx i 1' iNsmt m.tNtTtx COI.IMA A B' C+ urarn wTx Tar nixm iw'T tx BRAIN rnnM ST.W.Ie• a'oxtr rnu uu:tPT an I toc%Ixp Ixxlx I.S.Ot Nur maoa Bixe Itx 1 � SEA TTi.EII r A e BrR\ynlM a'.Ia' 't W'\VPf[UVIn !1N' NSiDt DlnMlltx 1 Ib f T,Mnd 17 SPECIAL DESIGN BOXES ' Sp«W a.;pm YmucM lent«um mpnunew. *wnnupow or ..mpl. pmma ,•. � pw»a log c,.el••. 00 1 VALVE BOX RISERS i.,In ln.k.]op Ylr.a.n n9 w \ •.ur14„O np.Nrn or u.ot'm.. i'Iw+1'•N. w. c.r•1 r..n.•d DEEP WELL •A!E OM '' IIENOiN /.� liven lMpYl 18' 24 24" 30 301, 76 36 }y.. r,.. 42 1 TO DETERMINE VALVE BOX LENGTH UTILIZING TRENCH DEPTH AND ADJUSTAWLITY REQUIRED Awluf lu4D]Na punpin v ruw a4p •IM; "Im wAw ms re M s«c+ne 44WM }- 1a• li• �. y p• Y.UII TMNCN } 41_414W AND4Ai1YW TMNDM DarTW YWI%mim DIETN i) a •]aN_ %«aal] .0 A «»y }' i. OJ.}4 Otl f]tl.}Y M% ]p xx nap xal xw xN y,y pia} .)% .l% !ltl Y)x pp x.} )].6wa .}% x% !lQ %% On x4 14' >: .w}f1 by %% alp M% MM VI. on x% %q__xN xM x% .}x .>tl IV a% .W l]% x]] s!n D4 it- "ANAr Ma %N] y� 030 1r x% a1.M xM xT} a{Ta ]M .alb a..pn.l.e.0 .a ! _— ra' O• n' P' � bnew�wle bnnwN rNKn V{I.a a• }' }• ID' n Nbl.n..l..Mw w N.yIN: 1.l«.Y nw IDm Y}Wlw•n.e.N»Y.W va+,Nd. �l�_ 1.Mae,M po.•In.l cpuTn ero Ine.n.«.n r .�... �.. l !•an e.en-e,..alw4a�N m.u.d]'p",all ' '� D ,l l$w«.ren aeceen npmve a'.u'.w.P 44 ! a.Nl M»bpM 14'-ai'1."V.1 ewlWy M OeP.n 1 �\t, \. f, ! 1p.th •Halve •.� a ... n,enn m. +xm �., ..yu nl: lr f 1$ I F M&H 450 &4500 ■ AWWA Class 150-B Butt&ly Valves L� ■ Suggested Specifications: 4" Thru 24" n ■ Butterfly Valves with Underground Operator ■ Specifications by Body Type&Operator A. GENERAL Valve shall be capable e'easy closure by ore man using All butterfly valves shall be of merubber-seared light' standard valve key.even under emergency l.ne-break Y Conditions as severe as those that would cause a valve closing type.They shag meet or exceed A'WiA Standard maximum opening torque requirement of as much as Iwo C504.All valves shall be M&H 450 or 4500 owerl y limes AWWA Class 150E valves,or approved equal Both valve ends shall be mechancab joint(r caner.as All valves shall open left(fight),and be equipped with 2" I Avi operating nut. slated at right)per AWVdA Standard C111 Accessories (bolts,glands,and gaskets)shall be suppled by the valve 0. COATED VALVE(Optional) manufacturer All vales must use full AW%VA C504 Class 150B valve The coaledcoal valve body shall be 100wu road Valveheat vane aft diameter,and lull Class 150E undergm��o service epoxy coaling h holidayee a the waterway Valve vane shall nave 1004b holdaylree epoxy coating meeting analor torque rating Nroughoul entire travel !O provide AWWA C550 Capability for operation in emergency Service 8. VALVE E. TESTS Valve AL shall be hi o-stien th cast iron a$TM A126 All valves shall be tested bottle light at rated working Class B with 18 8 Type 304 stainless.steel body seat.Vale pressure third b 12 manu'bClurer as follows 200 Psi l vane shall be high strength cast iron ASTM A48 Class 40, 1 having rubber seat me genitally secured with an integral 14"up i50 pa ! 18 8 stainless steel demo ring and 18.8 stairle is steel sell, In acell a hydrostatic test with vane partially Open Shall be Ir locked screws_ given to the assembled vale.As follows. Rubber seal shall be a lull circle 360°mat not penetrated 4" 400 psi by the valve shaft.For valves 4"a2"the valve shaft Shall 14"up 300 psi e one piece,extending tall size through Me entire valve I Body ryPa 1d operator with no neck-down.keyways or holes 10 weaken it Valve shaft shall have 304 stainless sleet All butterfly valves shall be of the rubber sealed light coring journals rotating m reinforced iiii bearings Valve Shall type.They shall meet or exceed AWWA Standard C504 All have permanently set nw-way thrust bearing Packing vanes shall be M&H butterfly valves.or approved equal. shall be"tnple•seat"rubber designed for permanent duty in underground service For 14"and larger valve shall Valve ends shall De:(Select devirl shall be 18.8 stainless steel stub shaft design keyed to the A. Wafer Type Body—Suitable for installation between - vane with stainless steel taper pins. 125e or 1500 ASA flanges.(Available 4"Ihru 20")Note laying lengths not in accord with Table 2 C. OPERATOR S. Ftanped—Shoe body vales per Table 2 of AW WA Valve operator shall be of the Iravehng•nul type,seated, Spec.C504.Flanges shall be 1250 ANSI (Available all gasketed,and lubricated for underground senesce.It shall sizes)Also Ranged by AC ends in 6".8"and 12"sizes r be Capable of withstanding an overload input lorque of and Ranged by MJ in 6"and 8"sixes. 450 ft.lbs.at lull open or closed position without damage to the valve or valve operator It shall be designed for C. Mechanical Joint—Both ends of valve shall be"MJ" submergence in water to 25 It head pressure for up to 72 Per AWWAC111' MJ accessories(bolts,glands. hours.Number OI wins 10 operate valve Shaa b0 as listed gaskets)must be suppled by valve manufacturer. IAvatable all Sues—also hanged by MJ m 6"and 8" below In order to closely resemble conventional distribution valve practices:and to minimize water hammer. Silas) 0. Aabeslos•Camenl Pipe—Suitable for use whin Class Pipe and Turns Pipe and Turns 150 of 200 machned-end asoeslos-cement Pipe. Valve Sze to Close Valve Size To Close (Gaskets by others)(Available 4"mind 12"and 16" Also Flanged end x Asbeslos cement pipe end available in as ... 4"6" 1612 14"-16" 48 Sues 6",8"and 12") 24 18".20" 72 �) 10" 12" 24^ 90 II. Valve(See R"atleft) x � " SFVSPECW5.1 34 r raraw ,n r T t M&H AWWA C504 Butterfly Valves ■ Approximate Dimensions in Inches ■ 4'1-12"-450 ■ 14"•2471-4500 HOW TO ORDER In ordering.please glIpa Me following infonnabon 1 Quantity and Slyly 2 Size. ' 3.End Connection. a.Type of operator 5.Open"Right or"Left.•(Underground valve only) 6.Spwly line Content other than water. 7 $peony Coating,it dewed. 'DetIft on Mau OW19IM!0-•eeuev •. VALVE Mn 6 ! ! le N IN 16 N 26 '2! i A IIA 1,0W✓sridv 10. 1'1. '3 154 tilf 20'N In 24 25N Y: All I79M • 81IBaaEMCo 21 64a .+. 91, n'7 13% \5 18 tiN P0'a baRNN'IbuM SSSl1s '11 '1N '+'f 2 2 2N SN 34, J LN+q LVp71 2'a 2N 3 fN i'.: 5N SN 6N 6`n Tf YMMnkel T OvM LergPryiq Azl Pf 7'r ! 9N 91 In In 13'1 1rn Hy I JNM V 1.0 dNu01.01.-OJI IN 700 9p n20 U]0 -01 +Su t156 tent C •Gl C,,I4N wb 7'1 91] -14 ii 161. 18% 21 23% 25N M AWfb4 J LNVpine9l 3 V. $`] Nm A+N39M E Ntl ANYON _ ^` CwMM T OArtl L.%" '0 10•e ", q 13i n1i^ 12 nl6'.V2:- Ire V i0 dNu0t•CIS-M) 49t 201 921 11M 1A02 Sri 18141 sm I J IMpLM2Y1 .2N 2'f 2. 3w 3`n e'n as SN SN _ 111219r C wc,,MONn•Nn 7•h 91. •1N N 11% 1> t6 21% 22U 25 J LNVq Llrgb 5 5 a 3 6 e 8 • 6 8 I 21M•!9 • 9a^Df 9.CkMf •hf ny +{•y 1`: 1N IiN 1k. t^,4r 1•q - rr ao110rCN PMMIM Tl 9': 11N IlN 1i I•N 21N 22N 2! NN .r � 1._ 11111M• N ESMwbaopd OJMMu e 6 9 104 101. In In 1In EIE 1!M \IN dM I BWwbBawndopnaro JN 31f a•f SN SM BN BN 10N tpL 15N 01lwr M H19I168etl 4rnroCbv 16'f 16'a 29 36 M M b 72 12 96 I N BNb b>wddilR9lw l0 t0 11 +21, IIN t54 154 O AN 21N ! PilE11E I ENMbaolm�J02fbar 3N 34 Vi 5N 54f •N •N \ N ON 101E 1!•.f •19911R • CM LMyN i 7 7 a 7 t0 10 10 10 19'a N HVr2I9r tll.rna GbM 161% 1611 24 36 M J• N 12 f9 b N BNMabod OMrbV 12`n IV. 14% 16% IBA 28 2s 31 31 36 iNMo•tland00nfv >N 74 9'f 12N %M is Is N 26 12 aOWr — gfla/SV21•nE.51wN 5.2N S.N. 5.4 W W W W 412 412 IN'S LAB • Ie.r L.qn n n +l _ _ _ _ _ _ _ 4N9191 YfVya•fl .r ry j. F^ ,4 F Mai 17 { Meter Box Company, Inc. The P Y3 _ pO 8c.443 . .tas�.lw.,a 16992d:17 PMro 219563317%a 219-%38441 ' BRASS CERTIFICATION This is to certify that all brass setting equipment for water -^ meters, service line valves and fittings, and all other brass fittings as manufactured by The Ford Meter Box Company, Inc. , Wabash, Indiana listed in Catalog No. 70, as furnished to and sold v by H.D. Fowler Company, Bellevue, Washington, meet All applicable standards of ASTM (Specification 862-63-85050) anal the American i 1 Water Works Association, including AWWA Standard C-800 and latest 1 revisions. C-800, "Threads for Underground Service Line Fittings with Appendix on Collected Standards for Service Line Materials", F•�y,} y. requires that all service line fittings be manufactured from afi � brass alloy with a metal content consisting of 85% copper and 5% each of tin, lead, and zinc (85-5-5-5 Spec.) 1" This is to certify that all metal cast by The Ford Meter Box .• Company conforms to this AWWA Sp Eication. THE FORD METER BOX COMPANY, INC. eZ,cl'.6dSIwa t� 'K Vice President ➢w..023-2654 FORD WASH,Cabh.FOR0soX, Dc�o4 FAX wo-8263,87.O.eusees FAX 219-56"167 I £«q T r 1 " q l F G ITE NO. 2 METER BOX N 0 R P 0 R A T E D Y. r A L M B ze�' M L �1 WIM1E uwtdtaT� [ovc0. t�6GND aTMLTFKat uVFA (VetT4�T.V�bF iT[. �YRWRO U'rm* DPDI r quDLG L' •LYMINJM Llp / IttlkTrr ti tOwfRGIS yLl{� r t LI, I I i I CERRO ELECTOR I lengths specifications i product product tamper y� Herd 101t.straight Fellers:-wW.T.799 Copper water Tub*. 20 It.straight ASTM-8-88 Under Type K 20 It.stoighl wmots'Approved'A', (heavy wail) Copper Water Tubs. 40 it Mt$(2 7 thru 2' ru Type R ` 601t.Cols(."th ltt") (heavy wall) l 100❑ o is( "",u VA-) � I � Hard straight 10 It. �I r �I Federal-WW�T.799 ' Copper Watn Tube 201t.straight ASTM-9-88 I Type L 201t.sva ght U.L.Approved Firs Typo ACR(hard only) . -Copper Water Tube. 3011.cc a 04'I"" 1'h') SpnN Systems (medium wall) Type L cpli �I 401t,c0' s 7 ) :�.$"rod. i Type ACR(hard only) I 60 it.Co Is C "'1'h') (medium wall) l 1001t.COds Q: :"j]i1") _— _— ------ Fedetal-WW T.799 Copper Wait,Tube, -- Hard to le,straight ASTM-8 89 Type M ` 1 Cbpper water Tube. -201t Straight Type M (light Wall) �-- Hit, loll.straight ASTM-8306 copDsr wan.p rpw Copper Drainage Tube 201t.straight Navy-AAP2 Hard 1211.straight Federal-WW,P377 Copper Pipe copper Pipe I 20 it.straight ASTM-B 42 ! (regular or ealra Mavy) (regular or fairs heavy) -_---- ASTM-8.302 Copper Tnreadieas Pipe . Copper Threadless pipe µard 20 it.straight I'edenl-WW.P•377i - i A8TM-8 280 Copper Relrigerstipn ' I sell 50 h.sorts Federal-WW T 175 I Tube Copper )00 it.toils - �i Rstri{egli0n Tube l— As spoofied _po�am ASTM B�68 speual Dimensional special As _am ASTM-8 75 Tube l Dimensional TuSe SpabiRed 1 —_"�.__- -_ I 1 4 I ( Ford Corporation Stops and Ford Ballc l orpCorporation Stops %,Vjtj, Pack I-istic Tube (CTS) er or Plastic Tubing(CTS) F1000.AWWAICC Taper Thrgd Inlet by Pack Joint Outlet for Cwopaypouua Aprm..Isra.Pity ke, NumMr Ip Yr 1n 1n'FIF1a CpP�e� F10W1 _.8:8- -"_!R Fbn Cop� t-o- 5— n td 3 F 02 100 - SB - -- a' 7e Flare CDppe1 11 9 aa����.ppp F10W2] SE 1.7 8 F10gP9 -- 3a Y. 7.' 7a FIAn Cp" 19 _ a 1Flareboppf _ 2T —! . F1WD]a 1a 1a 1 1 Flan COppe F1000•C t t 1 j e 1 1 a Ftire Copper _a— F1c00•a] t 1 one Jpinr 101 CTS can M oreered by adan,q'•G'10,M Catalog NumDel WAICC Taper Thread Inlet by Pack Joint Outlet for Copper or plastic Tubing(CTS) F51000 Sallcorp•AW acre r WI.W.Nd Pit9t GMby MNI sin XW* StaThom" Numbar Ydve 81fe -..� _ S"'p�r :r. NTx4. j -lytlwoas_ — ' ys w 1 va va i 2 n F4te C -t!(i�p ,j t 1t�'..1 to -- -3 2-Fbn Comma Fsi5oD7'V-� t 1r3= d►10Ub-T!_-_2-- t — —•-.—. G tM Caton Number. Grip J M rot CTS(except 2-Ire CTS)can W crafted by fddlnp'• 'n ! F1100•Male Von pipe Thread Inlet by pack Joint Outlet Ior Copper or plastic Tubing(CTS) y 11 Body Oulyl Apppa � w GeCr- ^ Guhol sue ` - meads- WL I.M. ...•.r.0 1 NIIIIIbat. 1 I Fla a cop m _ vr_1_ - - Ya_FIeeCWWr_. Fit"- 4 1— Y'—,'� r IB r J.i - _a_. _ _FItOPJ! 1• �_t tom:-1N' _1.1�'__ _. drip JaNN,ar CTS an M 0rearea b/asait,y'•G'to MN Ca,e,oa N,FApar. F81100 Sallcorp-Male Iron pipe Thread Inlet by Pack Joint Outlet for Copper Or Plastic Tubing(CTS) .OQdYr ��;� Y€a110PJ ]le-- _ a y '-a la f oDper 0 t 1 FIA a CoDCe 6- 2' a FaltbO]i mod' 1 1 I Fla a 0 COP 1 FBI100•a t 1• 1.ta 1'1A F1Aro Copts 72 1 F8110as 1.1 a' 114'FlAl.COppe1 aq 1 FB,1005 Fla 1tJ' 53 FBflpp 56 1-t a' t 1.e 1 11 1.11T F!A,e Copper 70 t 1 n.2• 1 `2 1N2`Flan Copgr TO l FB11n0a n11Y 11'2' 2. 2"Flale come, as F 811 Do 67 F9Y ._ 2" 2' - 2'Flare Copper 110 ; Fafl00-T T 2• 2•ln' - 2.1n'Flare CCpper 107 I FB1t W-78 2' G 10 1"caw"Number Gnp joint to.CT S retept 2. C1 S)CM be oraaM by ad" Y� ly� v ry l a) � 4 d { t l M r � FYI HA1 P'( , S s>: p Y r y 1 A„ti, f Y ' r ,yl �I U0�% I/2�%1/B�� L IROU FFAMF. ' NOf DIPPED GAw1U12E0 A,IJGw04ED IN Pp91T1OV I: q�4 FOG-11TE METER 51AL CO. I. 6Ale'ANIZED LID OPTIONAL. 4611 wmokoo.N'AY SEATTIE IWASM. -.1;" DIAMOND PATE SIANOARO ry/IL' "DIAMCNO PLATS 0Pl1ONAL Pw. V4c D . METER BOA 3 U C We �1' y e PACIFIC STATES DON L.PENFOLD CABr IRON PIPE CUM 1`A.W PS C 1 PC O wN.< NNNp• /1 euNYI l`M✓) CMMC.10l NiW1"E IMF FUN nIMYNII W[W Gn1M r0. SOX 1119. ltOvO, UUM $4603 r»'mN•W.•'Y"! i.YplgM 1pdH 1 ne Tl1EMOWF IIri1 CODE w11 373 e9 10 WhN.WMNry'N YT,fnx May 25, 1994 1. SCOCCOLO CONSTRUCTION, INC. 3825 S. 154TIl ST. SEATTLE, WA. 98188 Subject: City of Renton Park Avenue North Improvements Renton, Washington Gentlement: THIS IS TO CERTIFY: THAT the 6" 8" 12" and 16" clans 52, TYTON JOINT, standard cement lined and seal coated Ductile Iron pipe we propose to furnish to you for installation on subject project will be t , manufactured in accordance with ANSI/AWWA standards CI51/A21.51. V 1.: THAT the polyethylene encasement tubing will be 8 ail ,y thick conforming to ANSI/AWWA standards C105/A21.5. i THAT the TYTON JOINTS and TTTON gaskets will conform to ANSI/AWWA standards Clll/A21 .11 . THAT the cement lining and seal coating will comply with ANSI/AWWA standards C104/A21.4 �SING LY, r rt/ � MAY 3 11994 Glenn Watkins. ic•n3'wl�rY•vim-,wn Sales Representative MANUFACTURERS OF DUCTILE IRON PRESSURE PIPE i ik I 4 1n n,z. CF � 5 � - -_ -- _ 71 ES �: c -- - i RAA 7t R A 012 A R R '- • ® ' y ' ® S a 3S3A As.47. . .'3irt -xsss tissaAi'+ ' zd f u�3 •, _"• a• s Fri±a �E i' i,! 4�a i3 i- YiYl_Y_ � _ � ::� �,;• OZ y E 02v i_ -L�.fio. s1034 &3 51.-ts � '�� % sa__593 ^._AA�R R43._.� x$ ..x $ _ a,? .� M+ y6e ia,: Z§m pLFFRFR�SSZ'n S ijj`S NJf. tf ••_•___ a "__- EY__EYY Sf'E C`SPF eta:,e,iiiii �__--__ i ii 4 Yf • •�i *Mo �R:s^N Xxo. a..?af 9i i4 iZE i'SIIIt: R3:s 3 $. _ f - -_ _- - o:::: 92°_i=__ ��.';:r_ - =ii$i:Yi _es.-- __"-++.AL:LL JE .•y�3 � (`�_: .: DIN c ----- - .... f t -I Boom f �� i S MEE EM Big FFJT — A— A � $ Z. 9 . . .. zzs-^z "s 7' 4Ycsx A".:a:`.sY�zz s:eatt eapaa8_s8 6 F a 3CM Z FY , --- ----- ------- s O<� '•^+'�+ • ' RS2 S�x.7. xozfot :737:^.77R R 35:47 a7 ..^3{78 R xa73lR f R s - t { s l ..Zr. „_3., RFa.,x .R_3;4 7',F; -•3: __,s:t.--_..3� =-:.3 .3... _ ..3.d-.l.s.#_:: t .t..x77 f g7R! z4 I I Af7anfic�' ATLANTIC STATES CAST IRON PIPE COMPANY n states 183 Sdgreaves Street Phillipsburg,N.J.08865 Ph.201-454-T161 CL:W CLOW WATER SYSTEMS COMPANY PO.Box 479 Coshocton,Ohio 43812 Ph.614-622-6651 McWANE CAST IRON PIPE COMPANY PO Box 607 Birmingham,AL 35201 Ph.205-322-3521 Psarco PACIRC STATES CAST IRON PIPE COMPANY P.O Box 1219 K Provo,Utah 84603 Ph.801-373-6910 Fr: — 4 LJ Ira I 4 1 i . I I ORDER FOR WATER SERVICE INSTALLATION NO. WM DIder Ne..T:�jw/.,s 54. I $ Sundry SN No. Lees stV Servile cma In City YN[K NoC:] 0.0 Yes QNo [E] Oown Perm Water Uaaa'. oneek " D~.El goeow UNity Coylnectwn cl.wgs 6 ❑Cgnnoo Inpwon Latec.. (cm) QHtdp.biY Fbe 6.rvloe� ICIH«e) ®Opyr @aEFT 0�, Sp.crt Aeeeeea Lt atritl Swpe E..mpt M.tar 5QYN [:]No Tamp.Hydrant MNer Dpout Mew ea:. )/EIH caH.o•/u . RwIPt No. ToW Fee 3..52(1LZLLlI 111 Fla PraYdaw SA OYM 5aNa &ia lmtwl.X SS.Servlq Somas Adbeae 31LI?:"AYE.14 C SwNei c� �"�wR,+�,•.R•� Meer TAW d Camwddp PN+=AV AI. imwt,&: ,Lius New No. Lepd DNmf " ❑ AXedrd a DMe metalled Cort~ts ❑See Be,* Tax Aoownt No. S bbe X aNaM.CHy LYM.: ❑ n eervla balAldw ❑ cov.nw b AmN ❑ Rw.w Ham Orstral ❑ BaMtdery R.vMw Boera R.RI.r.e .J Cross Carn.dlor"antral Rpobed RN �I nadl No - Aberlo Vac.&Nk wr er❑ Preaa Vs.& M aM❑ DNAMe CNerA VW.Auwrf* LL►cN DCVA 0 Reduced Preuue Bea Flow Device ❑ OA.IN' L. ^AF kp w.TO w1 - PAIY-% LJ&. Adr.. 2—W Avt- ( t i mTuiv. uIA gPD9- 235.254A LRnanH y &Il Sera To. SAMIL AS r,err-1Ff Addr.N: ONwn) Contractor. Ms Sn,ad by: R.nta Waw ® Seatd W.I. S.td W.Nr Cod No. Teniparary S.nia Agreement. YN No N YN,Agreement Rewrdoy No. _ Ser W be located a.n E.wmenl YN No K H YN,E.a..m Reoerdvp No. la Tlwe an E.iebp Stub, ry ? YN No H Yes W tlo Prgetl No. IN E.rwp Ute-C.I.Agra '? YN No If YN,Aprwm.nt No._ M F..o' CMrpa$ SP.dM UNITY Comeadon Cnerq H M.dpeoal Uolly C iw Charge Mead on:_ ❑YN®Na ❑Po 14.,.Wy awe Ft. _MubiRe.UniN__Si *F&YIly Late 1W��yYpYr r.ebtY.baytl IIYM O.ypY M MM pMA...rM Fern aA.TYrr.V INr.1bM N ryy NGry tl..enew..b mJYYMaNa/lMbn\MMYJIYY.rYM.IW Fwerbb Fb V I1W nraYlYeO FAT.4 MtlINb.Yr 4 b to rM!ham.YYb WMII b .�a.e�saw.oFrAaan�u..wnYla.sbbrs.M.brse.wtlr•.�a.swM.teee..mse.rpt ran.sn cw..ir w.4•+isrblrm�FA.a Sovibwo1Oe.terarApnt (date), Coy of RentonbIhmzopAgent (d.t.) U A rw. uwtere 101/9`I v.aw6pvaa.e &Mira Ouatllune 235-2524 Merar In.Wlerron Ow.owe 235 2846 A� R.,.,..eee, oav a.b.w CITY OF RENTON WATER UTILITY.M MILL AVENUE SOUTH.RENTON,WA UMS PHONE: 23&2851 I x y , f ORDER FOR WATER SERVICE INSTALLATION NO 3540 . Work.ktl«No. YP AaA 1191.YOG.IO,SIIa.Ip.Hl.cal MM«ClrSat�D�J ��� f Sundry SW No. laaa Sl.b SaraiN Cngl In City YN�z No[] On IS YN QNa ® Down Payman Warr Uaaga QMwOaNtl DonyaNl:❑ SPadal UMiy rmnnacbon CN.ry " Qc—n«da Iniq.Oon® Lar-0om«a (City) Olno.nmy l Fln Slinvi (OIN«.) Wod- 91E-T L-. fp«aal Aaraamanl Patrwt i Sawaq.Eumq Mal«®yN ❑Np tamp.Hya.nl Mat«DaPN,I I M.rr 9x. l n�Q,P-1N� R pl NO __Taa FN F,ra Pralectim S.rviNOYM ®No SIN InaWrlWn: Sarv,o AEErau P!(cl AHE N LXe of mm.OAUF &..S«wc. c� ���at1L MN« Nam Canm«nal PraR,d YAAVEI.I IMDceV AaFwnc Marc No. Legal D.aalpoon Ej ASadrp « Dar lnaWME y 4 comment. c3SN B.ck 07i i 4 iTN A000ur.No. S tur t S oda1N Coy Lnn H. ❑ In aarvba w--wy ❑ C-1 W Amav R.""ft. 4md ❑ BanM«y aaurw SoarE R.Rrntl Droai Canrdbn CaNd R,, k ®yN C No Atmo"In.V.C.&and«0 Pnaaun Vl Omsk- 9 Ir DouMa CIwA VYN Aa.Nlbly, Cara«OCVA Q RWuoN Pra Sol Rew D.Ncs Q ACpuaa. _2( F 1 -ems YYllk— Aug C. I "iT ) lA 9Pr -N Z5 2e)/ ,A wh�") &II Sans To. SM/cP A'— AEPreae: carxvor: ) . An.S«yNby R.m"W.I. Seattle Wat« El Saattla Wat«Coo.No. _ 1^ Nma T. w"Sarviu AW",ni nL Yaal Na If YN,Agrnl RaaorWrp No. Sarvma W W IPP W on an Eaaam.nl Yaa -J,I No { 11 YN,Eafam.,Ra .,Na. la Trrra N EWanrM Slut,Swyl Y.. No IfYN,W.rr Prgaa No. W _ Evrorlo"hi-C.I.AgraamNti YN No o YN,Apr..mant No, In Frva d CMrpa 3 Shad UMay Connfoeo,.CKv s It y.a.SP.a.I utility connN6pn Cn w NaN on:_ Nr DYNlWI N° ❑pd PrwgNM Ft _Muoi —Urkta__S1r4la F«dly Leta ^and+ale+Lwwa%Ewa.rA>nanenewgrrwa.s.�,sa�+,w�wr,.a.rwwvan�war warwwaoutn R«Nwwraw atvarsd.Npyy MMna vawrar.rwwarwaarwarr.; kwar.aw.aarra.aw.ww.wr'wwaaww�'.www,r.e wasaaANC��NwRvr.n,wa«ewa,w..nkti.r+"Ferw,rwr.wr Tvaww..rsw,WrR.sao+.Trwl.a,rraaaew.aa.a. Ms�Y�d` na..a.'�c i rr r �l�jy ♦^fir p . Sign.lun Of own«w�t al .t.) CRY d R« AuNonxvp Apam (ear v �v w.w.wns«N ♦ � F� &Ilirp Qranma 235 2520 Marr Inatad.hm Owabons 23&26a6 wn-war Rw n� am o.lrr CITY OF RENTON WATER UTILITY,2DO MILL AVENUE SOUTH,RENTON.WA WS5 PHONE. 236.2631 L J Rr I v 7 .. VEEP III Q ( 1 PROJECT SCHEDULE M umM •NS 6128 717 i T11T 7R♦ 7A1 on rA S/N NZ1 8120 911 1 9(11 a/t/ 1 MOIRUZAYIG N M07ZATION 7 _..... 7 INSTALL UTIUTV VA UIn _INSTALL I VAULTS ♦ INSTALL CONDUIT FOII U7AITIES ®INSTALL CONDUIT FOR UTILITIES S DEMO EX.RIETAI I WALL DEMO EX.RETAINING WALL • CONSTRUCT NEW RETAINING WALL CONSTRUCT NEW RETASSS WALL 7 REMOVE COVERED WALKWAY ISOEIN01 • CONSTRUCT WIDENING♦TH TO GATE K 2 „ _,CONSTRUC .._ _........ ... .......... ... ....................... ... ....._...- y S INSTALL CURS(OUTTER♦TH TO K-S EAST INSTALL CURSIS f0 BACKFILLSRADE Fd1 SIDEWALKS III}} _BACKPILLKI I _.. I. ... _ ...-_. .._.... H INSTALL CURSIGUTT[R WEST♦M TO K-S 17 BACKFILLSRADE FOR SIDEWALKS 18 CONSTRUCT CENTER ISLANDS STH TO Kd 14 EACKFKL CENTER ISLANDS STH TO K-• JS RRLL AND PAVE ♦TH TO KJ EAST 1• INSTALL ELECTRICAL 17 LAND►CAPING _-- IS COMPLETE PAVING It CHANNELIZATION >M RE-INSTALL COVERED WALKWAY(BOEING) 11 TRAFFIC SIGNAL ACTIVATION ES TRIM AND CLEAKUP 27 J&UZATION crltlow ® maw. ♦ "MES Prolwt: PARK AVENUE NORTH IMPROVEMENTS N.1.Idww® 3.n woommoodEENEW Go.;6177191 Pro•r♦M RdIW Up P♦IN 1 � YY C.11 f t y14 Y�. h b Y u it f`•'� 1AH., AM1k,�. / 1 w 1" jj r a • " s".fi MIS! a NSA UNION PROJECT SCHEOME July INIIIME 1 ell8 4/a 71x 7110 7117 71x4 7n1 N I/14 S/xl /lxS SM WII Sill 24 as I If BEGIN WATER INSTALLATION MONSON WY BEGIN WATER INSTALLATION BRONSON WY INSTALL x7 INSTALL MAINLINE BRONSON/STH STREET MAINLINE MONSONMTH STREET I 28 REMOVE CURMISOCWALK MON-STH BOTH SIDES REMOVE CURSiSIDEWALK IRON-STH BOTH SIDES a INSTALL.iRVICFB I INSTALL SERVICES l SO INSTALL AFERTlNANCES WATER INSTALL AFERTENANCES WATER SI CONNECTI FLUSHMST WATER CONNECTI FLUS4nEST WATER Sx 96NTANTIAL CONMLITIONI WATER SYSTEM 80 GRADE CAST SIDE MONSOW4TB STREET GRADE EAST SIDE MOMON.4TH STREET 34 INSTALL CUAW CAST TO 4TH BY. INSTALL CURD EAST 10 4TH 5T, SS MCKFILU GRADE FOR WALKS BRONSON-4TH `.. SACKFKL/GRADE F011 WALKS MO SS INSTAII WALKSIFAVI BRONSON TO 4TH IST LIFT INSTALL WALKS?AVE MO x7 GRAD!WEST SIDE MONSON-STH GRAD!WEST SIDE B a INSTALL CUM WEST ND6STN INSTALL CU11BI WE II SACKFRUORADI FOR WALKS _... ... _,_...... ®MCKFM. A 40 INSTALL WALKSASLU FAY!BRONSON TO 4TH INSTALL ® AIL 41 4E 48 BEGIN STOIIA4 GARDEN AVE TO K-S GATE .__. .... -__IN MIN ITORN7 GARDEN AVE TO qS OAT! 44 INSTALL STORM 4TH TO STH STREET ®INSTALL STORM 4TH TO STN STREET 4S INSTALL STORM K-I TO 8TH STREET INSTALL STORM K-I TO ITN STREET N INSTALL STOKM STH TO STH STREET INSTAII STORM STH TO[TN FI4M4lI PARK AVOM NORTH IMPROVEMENTS C"w AWn10Ir Na ' Da114NIN4 Now"w_ SV hoSIOFF RoNM UK PW2 i , r } I • 1 PROJECT SCHEDULE 0elAw NewlMer peeewy NOR I IONS 110116 1 10123 10N30 me SIBS 11120 ltrE7 12/4 1 IE/ll I 1LIS I was In 1N 1/1{ VSE I= ERE _ .�....._ .. ... .. _ _ _ I_.. _-. . .._...._ ... ......_. ..._ .._................._... WgIMM fTN TO OATt K-S Tf11 f'11 TO KJ LAST TALL 716IRSABUTT"WENT fTH TO K-S CKRLL/ORADL WR SDLWALKS ._.....__ _..... - CONSTRUCT CWTEII ISLANDS STH TO K•S ..__..._ __{ACIOM,t CMl{R gLANMMTI LL MRL ` - AND MW X.6 EA fTH TO Kd EASY ..__........ ...._"""".._ ..u,1DfOAPME6- _. . . . TRANIC{NORµ ACTIVA11oN _ . ..___..... ._. TRIM AND__....._ .. hoNoC PARK AVENUE NORTH IMPROVEMENTS CUYeH Non Oe1e:SlESAf Non .m SammvY Proyreu q�lbtl UO �1 P.,J , e Yew t Diu N PROJECT SCHEDULE OwM:w NowmMr MwmMr or, ton 10/S 10/it +DIES 10!]0 11A +1/D I1/10 111E7 1211 12111 11118 13/25 111 In 1116 I12 tl» Im vl2 _..._..............._.. . .. . ........... ......... . i SON-4 TH SON to NTH+stun STH T Snll eTH t PON WAL+cs w I PAVE MONSON To aTH TW PnINU PARK AVENUE NORTH VAPOOVEME M Mtlwl Now. Now OM:WISM4 NapASeN S—x Pnt+m Oka"L` Q Pow k i CONTRACT kODENDUM N-^.1 i CITY Of P.ENTCN,WASHINGTON yl n Park Avenue 4orth improvements 's✓ EDA Project 07-01 03375 North Renton'tdrstz at Access-Phase WO f WasF4lgton State TIB(DATA)P•lject 8-1-102(27) I _. Date of Issue: 1 Aoril 1994 Date of Opening: __1Z A&pI 1994 A", , Notice to All Planhotdcrs; This Addendum Nc.1,containing It.e following ievit.ons,additions,deletions and/or clarifications is hereby made a part of the Plans and Con aact Provis101-s(Contract Documents)for the above ramed project and shall he taken into consideration by me Bidder in submitting their bid. i Biede s shall acknowledge the receipt of this Adoehdum No.1 in the space provided on the Proposal. Failure to de so may subject the Bide...Lr h- jisquajISdceon of:its bid. M PLANS: 1. Street 2. Revisr Typical Roadway Sections A.B. C,:nit'?As snaw i on the attached Sheets 2A,2B,2C, any 2D. 1 2. Sheet 3. Revise station limits for Typical Roadway Seaton G as follows: STA.47+35.23 TO:,TA.51+00.5 3. Sheet 3. Ravisa salon�iLits for Typical Road vay Section H as follows. STA.51+00.3 TO STA.54+43 16 111 4. Sheet 3. Revise station limits for Typical Roadway Section I as follows: P STA.54+43.16 TO ATA.55+80 5. Shea'3. Add the fol:owmg dimension to the E-isting Concrete Sidewalk with Brick Pares detail. Sidewalk ` width vales from 6 foci to 7 5`bet 6. Sheet 3. Revise Typi al Roadway Seaiot.F ' Replace existing eondie.on note 9'EXISTING FENCE.'with extsarp dbldillon note 10-'EXISTING RETA,..ING WALL it d with constme,on nose 17-'REMOVE EXISTING RETAINING WALL.' t 7. feet 6 Detail E shall have a pemanent Slcwoff as,,embly(lint shown)installed as dirocletl by the !, engineer. (See Section 7.11.5 of th•s addendum for measurement and pa)'menl.) - 1 V" AeewWua W.1 i PN Awnue NaM ImW AP 7 a 19a day W ReM P on 1 a 7 1 8. Sheet 8. Add the following note to the General Construction Notes: Replace existing 6 foot by 6 foot induction loops detectors. �.-. STA.10+70(5.5'Lt.) STA.10+70(16.5'Lt.) STA.10+84(S.5'Lt.) STA.10+84(16.5'Lt.) 9, Sheet B. Add the following note: Station 10+47 to Station 10+80(15'Rt.). Remove existing full depth asphalt concrete pavement and construct trench for new water main as shown. (See Water Trench detail,Sheet 2) 10, Sheet 8. Add the following note: Station 10+80 to Station 11+50(Rt.). Remove existing full depth asphalt concrete pavement for new water main and construct new roadway section as shown. (See Typical Roadway Section detail A,Sheet 2) 11. Sheet 9. Add the following note: Station 11+50 to Station 15+50(RQ. Remove existing full depth asphalt concrete pavement for new water main and construct new roadway section as shown. (See Typical Roadway Section detail A,Sheet 2) 12. Sheet 10. Add the following note: Station 15+50 to Station 19+50(Rt.). Remove existing full depth asphalt concrete paverni:for new water main and construct new roadway section as shown. (See Typical Roadway Section detail A,Sheet 2) 13. Sheet 11. Add the following note: Station 19+50 to Station 20+80(Rt.). Remove existing full depth asphalt ancrele pavement for new water main and construct new roadway section as shown. (See Typical Roadway Section detail A.Sheet 2) 14. Sheet 11. Add the following note: Station 20+80 to Station 23+50(15'Rt.). Remove existing full depth asphalt concrete pavement and construct trench for new water main as shown. (See Water Trench detail,Sheet 2) 15. Sheet 12. Add the following note: Station 23+50 to Station 27+50(15'Rt.). Remove existing full depth asphalt concrete pavement and construct trench for new water main as shown. (See Water Trench detail,Sheet 2) 16. Sheet 13. Add the following note: Station 27+50 to Station 30+34 115'Rt.). Remove existing full depth asphalt concrete pavement and construct trench for new water main as shown. (See Water Trench detail,Sheet 2) 17. Sheet 13. Add the following note: North 4th Street to Station 31+50(Rt.). Remove existing easterly outside cement concrete pavement panel from westerly longitudinal joint to outside edge. Constru.,new section as shown. (See Typical Roadway Section B,Sheet 2) 18. Sheet 13. In Stom1 Drainage Notes 4,5,S.and 8, replace'REINFORCED CONCRETE STORM DRAIN t PIPE'with'SMOOTH INTERIOR CORRUGATED POLYETHYLENE STORM DRAIN PIPE.' 19. Sheets 13 and 14. The properly at the northeast comer of Park Avenue North&North Fourth Street should be labeled: 'In Condemnation Proceedings—Right-of-Way not yet acquired-. PM Aw NanIM ImpPwemnb AOerPWn City M Rent. Apr 1,INK Ppe2d7 5'. 4 t C 20. Sheet 14. Add that following note: Station 31.50 to Station 35+50(Rl.). Remove existing easterly outside cement concrete pavement panel from westerly longitudinal joint to outside edge. Construct new section as shown. (See Typical Roadway !� Sections B and C,Sheet 2) 21. Sheet 14. In Storm Drainage Notes I lhwagh 6, replace"REINFORCED CONCRETE STORM DRAIN PIPE"with"SMOOTH INTERIOR CORRUGATED POLYETHYLENE STORM DRAIN PIPE." 1,0 22. Sheet 14. Revise the Plan sheet as follows: Move existing TV utility aossing shown at Station 34+47 to Station 33+60. 23, Sheet 18, Add the fallowing note: Station 35+50 to Statior 38+64(RO, Remove existing eastedy outside cement concrete pavement panel from westerly longitudinal Joint to outside edge. Construct new section as shown. (See Typical Roadway Section C,Sheet 2) 24. Shaet 18. In Storm Drainage Notes 1,2.3,5,7,9,and 10,replace"REINFORCED CONCRETE STORM DRAIN PIPE"with"SMOOTH INTERIOR CORRUGATED POLYETHYLENE STORM DRAIN PIPE." 25. Sheet 16. Add the following note: Station 40+00 to Station 43+00(Lt.). Remove existing full depth cement concrete pavement over existin3 utility trench and construct new section as shown. (See Typical Roadway Section D,Sheet 2) 26. Sheet 16. In Storm Drainage Notes 1,2,3,4,6,7,and 8,replace"REINFORCED CONCRETE STORM DRAIN PIPE"with"SMOOTH INTERIOR CORRUGATED POLYETHYLENE STORM DRAIN PIPE." 27. Sheat 1T. Add the following now Station 43+00 to Station 47+00(Lt.). Remove existing full depth cement concrete pavement over existing utility trench and construct new section as shown. (See Typical Roadway Section 0,Sheet 2) 28. Sheet 17. In Storm Drainage Notes 1,2.6,8,9,10,and 11,replace"REINFORCED CONCRETE STORM DRAIN PIPE"with"SMOOTH INTERIOR CORRUGATED POLYETHYLENE STORM DRAIN PIPE.' 29, Sheet ill. Add the following note: Station 47+00 to Station 51+00(Lt.). Remove existing full depth cement concrete pavement over existing utility trench and construct new section as shown. (See Typical Roadway Section 0,Sheet 2) 30, Sheet ill. In Storm Drainage Notes 1,2,4,8,7.8,9,10.and 11.replace'REINFORCED CONCRETE STORM DRAIN PIPE"with'SMOOTH INTERIOR CORRUGATED POLYETHYLENE STORM DRAIN PIPE.' 31. Sheet 19. In Storm Drainage Notes 2 through 5,replace"REINFORCED CONCRETE STORM DRAIN PIPE'with"SMOOTH INTERIOR CORRUGATED POLYETHYLENE STORM DRAIN PIPE.' 32. Sheet 20. In Storm Drainage Notes 1,2.3,5,9,10,and 11,replace"REINFORCED CONCRETE STORM DRAIN PIPE"with"SMOOTH INTERIOR CORRUGATED POLYETHYLENE STORM DRAIN PIPE.' 33. Sheet J. Add the following Note: Station 57+17(63'Rt.). Decommission existing sanitary sewer lift station. 34. Sheet 20. Add a driveway at Sta.58+36.7 to match the width of the existing driveway. Pax Awnuw Nee+Imp!dmMMl A00e+Own No.t CN Pf a. Apt 1,taw P.a.3 or 7 35. Sheet 21. In Storm Drainage Notes 1,2,3,4,6,7,and 8,replace'REINFORCED CONCRETE STORM DRAIN PIPE'with'SMOOTH INTERIOR CORRUGATED POLYETHYLENE STORM DRAIN PIPE.- r"' 36. Sheet 22. In StCrtn Drainage Notes 1,2.3,5,and 6,replace"REINFORCED CONCRETE STORM DRAIN PIPE'with"SMOOTH INTERIOR CORRUGATED POI YETMYLENE STORM DRAIN PIPE.' ^ 37. Sheet 23. In Storm Drainage Notes 1,2,3,6,7,and 8,replace"REINFORCED CONCRETE STORM DRAIN PIPE'with"SMOOTH INTERIOR CORRUGATED POLYETHYLENE STORM DRAIN PIPE.- 38, Sheet 24. In Storm Drainage Notes 1,2,4,and 5,replace'REINFORCED CONCRETE STORM DRAIN PIPE'With"SMOOTH INTERIOR CORRUGATED POLYETHYLENE STORM DRAIN PIPE.- 39. Sheet 26. In Stone Drainage Notes 1 and 2,replace'REINFORCED CONCRETE STORM DRAIN PIPE- with"SMOOTH INTERIOR CORRUGATED POLYETHYLENE STORM DRAIN PIPE.- 40. Sheet 26. Revise the first sentence of Detail 1,NOTE 4 to read"Connection to the 96 inch diameter METRO interceptor shall be core drilling and use KOR-N-SEAL connection as distributed by P,I.P.E.,Tacoma, Washington,or equivalent• 41. Sheet 29. Revise Signing Legend note 12 as follows: STA.21.98(29-Lt.). Install new-NO PARKING ANYTIME NORTH OF HERE'sign on new utility pole. 42, Sheet 67A Add this new Signal Plan Sheet for the North 1st Street/Park Avenue N./Bronson Way N. Intersection to the Contract Documents Full-size drawing sheets will be available for Corn rs who will be providing Planing of the asphalt pavement. Please contact Richard Evans at(206)277-5572. TECHNICAL PROVISIONS - The fallowing changes shall barnacle to the Technical Provisionsaaaaaaame 1. Section 1-05.14 Coeoeretion with Omer Contractors Add the following: The Contractor shall notify the Engineer three(3)weeks pnor to placement of the final paving at the intersection of North 3m Street and Park Avenue North. The Contractor shall not begin this work without prior authorization from the Fngineer. The contractor shall provide Trenching for the undergmunding/relocatl0n of power,telephone and cable TV. Utility drawings are available for review at the City of Renton Municipal Building,200 Mill Avenue South,on the Fifth Floor. (Quantities for Utility Trenching are included in bid schedules A and B. See the specific Technical Provisions sections for Measurement and Payment.) 2. Section 1-05.14(A) fi I n Refative to C t r Replace the first paragraph with the following: Notification shall be written,with a copy delivered to the Engineer ten 00)working days prior to the commencement of work,and must be in such detail as to give the time of the commencement and completion of work,names of streets or locations of alleys to be closed,v hedule of operations,routes of detours where possible. �- Pra Awriw Nara impmrerpmf Car or Reim Aeaaqum Agtl t,19U PiigP4W7 I. .. J I 4 t 3. Section 7-04.5 Pavmenl Replace the paragraph,'Unsuitable Foundation Excavation Including Haul... With the following: /1 'Unsuitable Foundation Excavation Including Haul'shall be paid per Section 2-03 of these Special Provisions. 4. Section 7-10.3(T) Trench Excavation. Delete and Replace with the following: 7-1 O.J(7) Trench Excavation Supplement Trenches shall be excavated to the line and depth as shown on the Plans with not less than four(4)feet of of rade and three (cover 3)feetoof cover 12 inch fo for 10-inch dame e or reater,measured from the pipe and below,measured fromtop of pipe tipe to finished fn shed grade. The boom of the trench shall be finished grade with hand tools in such a have bean qua nq the entire length of t the baref T manner t The bell holes shall be excavatedw in handtoo she Io su'Iffic ent size to make up the joint. 5. Add the following: 7-10.3(6) Removal and __ n „r Ina it lie Matenals Supplement When directed by the Engineer.the Contractor shall replace excavated unsuitable material below the pipe grade with suitable foundation material as defined in Section 9.03.12(1)A.'Gravel Backfill for Foundations,Class A',for ballast,except that the percent passing the 200 minimum sieve be limited to 5 percent maximum. The Contractor shall replace all unsuitable material with suitable foundation material. Supplement 6. 7-10.4 Mea urem n Gravel Backfill for Foundation,Class A.for replacement of unsuitable material shall be measured by the 111 ton. 7. 9.03.12(1)A c, nt. f Delete the following: Per Tone Lundanon Add the following: - Gmvel Backfill for Found ellons.Class A Per Ton r A quantity has been entered in the proposal for'Class.A Foundation Material'for bidding purposes only. Actual quantities will be determined in the field as the work progresses and his item shall not be subject to the previsions of Section 1.04.6 of the Standard Specifications. Payment of the contract Did price above shall be full compensation for all labor,material,tools equipment, f 6,uling,backfill with suitable material,n0u,paclion,etc.required to satisfactorily complete the work as .. defined in the Contract Documents,including all incidental work. �r peen W,t Pvk Aw NMhlmprawmwea APO t.1aW c!y of R~ P.p s w 7 LL 4) I S. 7.11.3(9)A Connections to Existing Mains. Delete and replace win 1"e following: 7.11.3(9)A Connectors;to Existing Mains Supplement Where construction of new water main connections to existing water mains is shown on the Plans or as /A1 directed by the Engineer,the City(not the Contractor)stall construct Such connections in accordance with Section 7.11.3(9)A of the Renton Standards. -- '.,1.• 3: 9. 7.11.5 Payment. Replace paragraph-Payment for pipe of the size,type,and class shown will..' , with the following: 'Payment for pipe of the size,type,and class shown will be made at the amount bid per linear foot,which -..f shall be complete compensation for all labor,materials,equipment,excavation,haul,dewatering,disposal of waste materials,pipe of the size and type shown,laying and jointing pipe and fittings,crosses.bends, tees,connections,shackle rods,handling,plugging,polyethylene encasement,backfilling with native material(unless imported gravel borrow is required by the..Engineer),bedding,placement,connection to existing valves,thrust blocks,deadman blocks,tie rods,p4mmment blow off assembly(s),compaction testing,flushing,and plugging of the pipe,including water used,disinfecting the pipeline,clean-up,etc. required to complete the work as specified' 10. 7.14.3(3) Resetting Existing Hydrants. Delete and replace with lhe'nllowing: 7-14.3(3) Resetting Existing Hydrants Supplement s Where shown on the plans to relocate hydrant assembly,the existing hydrant shall be reset per Section 7-14.3(3)of the Standard Specifications. 14. 7-14.3(7) Removino/Salvaging Existing Hydrants.Delete and replace with the following: 7-14.3(7) Removma/Salvaging Existing Hydrants New Where existing hydrans am s n the Plans for minoval/salvage,the hydrant shall be removed and .-. returned to the City of Ren, x Shop. The remaining lateral and/or tee shall then be permanently plugged as rl •Plsns or by the Engineer. 12. 7.14.5 Payment -,;e„m last four paragraphs with the following: Payment for"Resetting Existing Hydrant will be Complete compensation for all labor,equipment, material,excavation,loading,placing,Connection,8-inch gate valve,8-inch DI(CL 52),MVO 5 1/4- inch fire hydrant,cast iron valve box,shackle(tie rods),gravel(hydrant dram),vertical adjustments (risers),painting,disposal of excess or unsuitable materials,etc.required to complete the work in accordance with the Contract Documents. All casts associated with removing/salvaging existing hydrants including,but not limited to.excavation, backflll,removal,salvage,plugging,and thrust blocking shall be paid under'Remove/Salvar 'xisting Hydrant-,per each and no additional compensation will be made. Payment for-Resetting Existing Hydrant'will be complete Compensation for all labor,equipment, materials,excavation,loading,placing,Connection,8-inch pipe DI(CL 52).MVO 5 1/4-inch fire hydrant, shackle(tie rods),gravel(hydrant drain),vertical adjustment(risers),painting,disposal of excess or unsuitable materials,rebuilding(or replacement with new hydrant),blocking,reconnecting to main,etc. ;y required to complete the work in accordance with the Contract Documents. P"Aw Nonni ITpMrnenla A00arolum No.I CRY M R.don Aon!I,1994 Pope of 7 5iu . � i Y.yI V4� F� _ _ ..awn....,......_, ...., . . ..:....�.�...-.�...,..._ ...,_� , 1 J. 8.20.1 Illumination,Traffic eional SyMgma and Electrical Descriyt r 0 p Under the description of North 1st StreetlPark Avenue NorthlBronson Way North,add the following: I�1 Remove eleven(11)existing signal heads and replace with new 12-inch-12-incM12-inch signal heads. ✓ Replace four loops in the soulhbound lanes of Park Avenue North at North 1st Street. All other signal equipment to remain. SCHEDULE OF Plil 1. Replace the Schedule of Prices with the attached Schedule of Prices. 2. The amount in words shall be written below each item description continuing across the page a$ necessary. ALL C:HER REQUIREMENTS OF THE PLANS AND SPECIFICATIONS REMAIN IN AFFECT. All bidders shall acknowledge receipt and acceptance of this Addendum No. 1 in the space provided on the Proposal Signature Sheet or by signing in the space provided below and submitting the signed addendum with the bid parxage. Failure to acknowledge receipt of Addenda may be considered as an irregularity in the Bid Proposal and the City reserves the right to determine whether the III will be disqualified. Q I i Richartl Evans Date �- Project Manager,City of Renton r Receipt acknowledged,and conditions agreed to this_day of .19_ Bidder Signature �I 1 i 1 s AEMnaum Na.1 Pei*Av NaM Imyma+aanta ADM 1,19W CRY of It~ Pq.7d7 1 i J PARK AVENUE NORTH IMPROVEMENTS Bronson Way North to Garden Avenue North fII N * Unl pICN W 8a iYms.aY 1aYNMlla.anO CN mlfd amount OM mKt Ee sPovm SnW unn pioM in O0U1 wYE6 anC fy,pp, 1 '�/� rie wtwa coned o¢un.aY wnllan m typw ward 0"wwa l Wtwa wnekt tr M wtwaen 1w umt Cnu an4 uw ow amamt .�rj N,MC w anY bm Na WI pcc alwl Wwetl.aM mws aw10a wrtac4E m canmrm pMtam. SCHEDULE A: STREET AND STORM DRAINAGE-CITY i TIB Item No. hem Description Quantity Unit Unit Price Amount 1 MOBILIZATION 1 LS 2 CONTRACTOR SURVEYING 1 LS G 3 TEMPORARY WATER 1 LS POLLUTION/EROSION CONTROL 4 TRAFFIC CONTROL 1 LS 5 CLEARING AND GRUBBING 1 LS , F B REMOVAL OF STRUCTURES AND 1 LS ffl OBSTRUCTIONS `......t ^ 7 REMOVE UNSATISFACTORY ASPHALT 230 SY `J CONCRETE PAVEMENT 8 SAWCUTTING PAVEMENT 1,130 LF 9 COLD MIX 100 TON 10 ADJUST EXISTING VALVE BOX 4 EA 11 ROADWAY EXCAVATION INCLUDING 1.490 CY HAUL 12 GRAVEL BORROW INCLUDING HAUL 1ti0 TON 13 TRENCH AND BACKFILL V WIDE x Z 83 LF DEEP,CRUSHED ROCK RESTORATION , Park Avenue City of Renton P.2 .71 PARK AVENUE NORTH IMPROVEMENTS Bronson Way North to Garden Avenue North I IbY. Uml pll0s IOr➢Y IIYmi,atl YiMuwn6,aM'1M b®t amWnt 6 4 must Oe 3ha S.VfIM1 qx:p in EON wIXM YM M17lMN. '1w� mC wnx�canMct areve.IM wrNan a NME WaE slwl MaeaY. WEwe mmlKt Dears EBexaan the unM1 Once m0 Na bW emwnt yre/ nwnM M am•Mn EM unl pca flWl pwYl,aM tOWa Snell E!mwBtYE b oOnbm Eterob. SCHEDULE A: STREET AND STORM DRAINAGE-CITY/TIB Item • No. hem Dewriptt n Ouandy Unn Unit Price Amount i 14 TRENCH AND BACKFILL 2'WIDE x 4' 64 LF DEEP.ORUSHED ROCK RESTORATION 15 TRENCH AND BACKFILL 2'WIDE x 4- 66 LF ' DEEP,O.SPHALT RESTORATION 16 TRENCH AND BACKFILL 2'WIDE x 4' 88 LF DEEP,CONCRETE RESTORATION I 17 CRUSHED SURFACING TOP COURSE 70 TON 1 ' 18 CRUSHED SURFACING BASE COURSE 490 TON 19 ASPHALT CONCRETE PAVEMENT 2.160 TON CLASS B t ' n 20 ASPHALT CONCRETE PAVEMENT 160 TON CLASS E I; 21 INCIDENTAL ASPHALT CONCRETE I70 TON PAVEMENT CLASS B t 22 PLANING BITUMINOUS PAVEMENT 8,900 SY 23 PAVING FABRIC 4,960 SY 24 CEMENT CONCRETE DRIVEWAY.6 260 SY INCH 25 CEMENT CONCRETE DRIVEWAY,10 450 SY INCH 28 INCIDENTAL CEMENT CONCRETE 1 30 CY n CUSS 3000 T �y Park Avenue City of RwM P.3 ewtaweierlxMnYwaY 1 y';f ' 6 F V. w1 PARK AVENUE NORTH IMPROVEMENTS Bronson Way North to Garden Avenue North NOM. Unt n.+a mr w n«na,w..rneiom.era ei.row amoum ea mwt m wmwn. snow urn anoa m tmtn wor0a.nu np«a. ' '�^� ana vmwa conact Doan.Ew x+itKn«n�w«a LwP wwatl. wn.r.conMc�occur Oa1wMn tlr uM Gam.Ym M bW am«nr �,,..,' naME 10/ary�01.«xt Vnc.an.11 gwYl,aM mnb anw fp mrt.1.1W m wnmrm IM(Ma �'i -, SCHEDULE A: STREET AND STORM DRAINAGE•CITY 1 TIB IiI Item 1 No. Rem Description Ouanthy Unn Unit Price Amount 27 ADJUST CATCH BASIN 13 EA a 28AOJUST MANHOLE 5 EA 29 PSIPE-FRAXINUS OXYCARPA 59 EA •RAYWOOD"(RAYWOOD ASH) 'Y 30 TREE WELL 59 EA 31 IRRIGATION SYSTEM COMPLETE 1 LS 32 CEMENT CONCRETE CURB AND 1.830 LF GUTTER-5'HEIGHT 33 CEMENT CONCRETE CURB AND 1.870 LF GUTTER•6'HEIGHT 34 TEMPORARY PAVEMENT MARKING 17.100 LF 35 RAISED PAVEMENT MARKER TYPE 1 1 1.600 EA 36 RAISED PAVEMENT MARKER TYPE Iltl 200 EA 37 HYDRANT MARKER 5 EA 38 ADJUST MONUMENT CASE AND COVE 2 EA 39 CEMENT CONCRETE SIDEWALK 2.290 SY Pall Avenue City of Rertm PA as.u..�rrawuw.. .51 n. � PARK AVENUE NORTH IMPROVEMENTS Bronson Way North to Garden Avenw North .� Nor: Unit aK..by aYns.as�gaWpa.aq tlr rw amoum Oq mat M anown. Snow ant aqM m Oaa wor4e anp M1puw. ant wnaa cmec' 'rws,tM wntrn a gPwE wad fluM awal. Whw eonPict axon MtwMn tlr oM P^d ev IM Oatl wmagl na1r4 rr rry M =a aq(M1Ew lnYl pwVBl.a14 male 6N1(r ax�rwtl r ugg1111 aYMJ 3 ^ SCHEDULE A, STREET AND STORM DRAINAGE-CITY I TIB Item No hem Description Quantity Unit Unit Pnce Amount R41 RB RAMP 12 EA UMINATION SY.'i EM COMPLETE 1 lS :.r 7 � h1 42 FURNISH AND INSTALL NEW 2 FA r sii LUMINAIRES ON SIGNAL POLES k Y� tSIGNAL SYSTE7LOOPt 1 LS AT BR.INSON SIGNAL SYSTE1 LS AT BRONSON WAY 1 4 6-FT INDUCTION22 EA y OR " 1 O 461.1/2'SCHEDULE 40 CONDUIT,PVC 245 LF 47 2'SCHEDULE 40 CONDUIT,PVC 10 LF 48 3'SCHEDULE 40 CONDUIT,PVC I 10 LF ,0 1.11Y SCHEDULE 80 CONDUIT,PVC 58 LF 50 2'SCHEDULE 80 CONDUIT.PVC 56 LF 51 2.11r SCHEDULE 80 CONDUIT,PVC 55 LF 52 rRENCH AND BACKFILL 420 LF Park Avenue City of Rerson P.5 nav ray ner�.rv.rrt+� L_ l� J I PARK AVENUE NORTH IMPROVEMENTS Bronson Wry North to Garden Avenue North Nor-. unt P�b aY firma.all warmlarr.rm Cue teW amr+wr eb moat bw alnww. Slew unN�In eob warts ant apurwa. j > yw� an0 wnaa aMFct eowra.Na wrltYn ar tyVaG wa0 anaY naval. WMn canllkt aocwa twwaan ttw unt Clue anu tlw bW amabt ; °+�17 nYMC M anY aqn W uM CrKa a1W1 nwual.aM bab a1Wl M 0anacUo M CanMm MnOC. l �. SCHEDULE A: STREET AND STORM DRAINAGE-CITY I TIB Item NO hem Dexription Ouanfity Unit Unh Pace Amount 53 JUNCTION BOX TYPE 1 7 EA .r..,::.,.., 54 JUNCTION BOX.TYPE II t EA 55 PERMANENT SIGNING 1 LS 56 12-INCH PAINT STRIPE 420 LF ,'• 57 3-INCH PLASTIC CROSSWALK STRIPE B80 LF 1 SS PLASTIC TRAFFIC ARROW 3 EA . 59 PROPERTY RESTORATION t LS 60 UNSUITABLE FOUNDATION 660 CV EXCAVATION INCLUDING HAUL ' 1 TOTAL SCHEDULE A: (f� Pule Avenue P.6 arwaari rae�waW ar City of R~ r c a a i PARK AVENUE NORTH IMPROVEMENTS Bronson Wry North to Garden Avenue North "- NeY: LWt pnus Nr atl 4tlms.atl exMrwww,sn4 Ow btY amrvmr lN4 must as sb n. Shaw unH prge wt mN wau ane M1sw, ant W11BW CaaaCr afLlllf.ON vrt1'.Yn M r/pw Wgtl NaG CINW. wtM cwft,aG:Xa 0a1WBan the Wtl11M[tl u C to RW Ma•all �'. neaW ha arrylVnl Vla wxt pnp ahtlll7re'/ar.Bn4 EaWtlfNYMCCmb!wl lo:onlWmtlNtib. �j SCHEDULE B: STREET AND STORM DRAINAGE•EDA Item v t� No. hem Description Quantity Una Unit or.;;e Amoum P 101 MOBILIZATION i LS — 102 CONTRACTOR SURVEYING 1 L3�- —. 103 TEMPORARY WATER 1 LS POLLUTIOWEROSION CONTROL � 104 TRAFFIC CONTROL 1 LS a,. r IDS CLEARING AND GRUBBING 1 LS .06 REMOVAL OF STRUCTURES AND 1 LS OBSTRUCTIONS . ^^ 107 PAVEMENT REMOVAL 1,500 BY 100 REMOVE UNSATISFACTORY ASPHALT 250 SV - CONCRETE PAVEMENT 100 SAWCUTTING PAVEn:?NT 11,336 LF 110 COLD MIX 160 TON r" 111 ADJUST EXISTING VALVE BOX 28 EA 112 ADJUST EXISTING WATER VAULT 13 EA TS�I 113 ADJUST EXISTING METER BOX S EA i Park Avenue City of Revlon P.7 waa.maetlr>..wra.w. 1 x�n PARK AVENUE NORTH IMPROVEMENTS Bronson Way North to Garden Avenue North rlCta'. Umt p M as a .all artwwma.aw via but amount w—at w V St wn gcas in Wh awd,and wea. Z*,, atb wore contact==.as vmw a 7vaE war0 NaY prwal w *v sct .-.a utxean!M UnH vrka anti lIw bW amount MmW M my xam tlN uM pots atoll aravax.atb bWa aMJI W mnacea4 b COnbm eatab. ...,r y ,//�� SCHEDULE B: STREET AND STORM DRAINAGE-EDA .J hem No, hem Descriptwn Quantity Una Una Pnce Amount 114 ROADWAY EXCAVATION INCLUDING 7,900 CY 1' HAUL 115 GRAVEL BORROW INCLUDING HAUL 1.290 TON t ci( 116 STRUCTURE EXCAVATION CLASS A 120 CY INCLUDING HAUL ; 117 SHORING OR EXTRA EXCAVATION 1 LS nl CLASS A 118 SHORING OR EXTRA EXCAVATION 1 LS CLASS B s ' 119 TRENCH AND BACKFILL 1'WIDE x 7 895 LF { �^ DEEP, AND ROCK RESTORATION 120 TAENCH AND BACKFILL 2'WIDE x 4' 2,687 LF DEEP,CRUSHED ROCK RESTORATION 121 TRENCH AND BACKFILL 7 WIDE x 4' 106 LF DEEP.ASPHALT RESTORATION 122 TRENCH AND BACKFILL 7 WIDE x V 123 LF DEEP,CONCRETE RESTORATION ff RH AND CONCRETE 12 LF CASEMENT 2'WIDE x a'DEEP CAVATION AND BACKFILL FOR 4'•8- 6 EA r VAULT i 125 EXCAVATION AND BACKFILL FOR 4'-T 1 EA T VAULT -1 126 EXCAVATION AND BACKFILL FOR 6'-a• 3 EA 11'.10'VAULT ..'a - Park Avenue �../ CMy of Raton P.8 at.nr.rtia+wwar w e e .4y ol.. 1 PARK AVENUE NORTH IMPROVEMENTS f Bronson Way North to Garden Avenue North Note Un,pnro for all 11amd.LI61MalOnd.d(q ma rota ampum 010 must W sMwn Stlow unt pr In cam wprps and ngures. i110 WnNa COno"!O[GW a,mY w11ftn.W o W Olp",pl.vyl. W .ppnnl<1.,,$CYM'BYII It10 Wilt Pn.a(10 NB Imal Yn0J11 nama0 Mr any 119m pia Unll prcs snail pwall. no 101a5 St l W Cg,Y b CdlblT"n o SCHEDULE 8: STREET AND STORM DRAINAGE-EDA v✓ Item No. Item Description Ouantdy Unn Unit Pnce Amount 127 CRUSHED SURFACING TOP COURSE 410 TON 128 CRUSHED SURFACING BASE COURSE 3,870 TON 129 ASPHALT CONCRETE PAVEMENT 5.050 ION r S BALT CONCRETE PAVEMENT 1.430 TON S E ULNTALASPHALT CONCRETE 820 TON EMENT CLASS B 132 INCIDENTAL ASPHALT CONCRETE 140 TON PAVEMENT CLASS I 133 PLANING BITUMINOUS PAVEMENT 16,800 SY 134 PAVING FABRIC 12.240 SY 135 DEMENT CONCRETE DRIVEWAY,6 75 SY INCH 136 CEMENT CONCRETE DRIVEWAY.10 680 SY INCH I 137 INCIDENTAL CEMENT CONCRETE 200 CY CLASS 3000 138 CONCRETE CLASS 4000 40 CY 1 l 1 139 STEEL REINFORCING BAR 3,300 LB Park Avenue City of Renton P.9 slmWaeae s.a wlmve. J 4 � t.. -'.�IAIAMr-. a.w�uMYI11Y111 PARK AVENUE NORTH IMPROVEMENTS Bronson Way North to Garden Avenue North No,. UM Vlus for all IWns,aM arnnslona.aM Cw tarn amaum bW must M sMwn. Show wat Moss in OON wdM an4 aelun. arM wtwa aanllict xeurs.tlta wtman ar ryVao worn snaH Wwbll. Ve as canl§ct oecws Wtw•sn tlla una Oltw at14 tlM bYl amount wo-r NrnaE lar arty Mn bN unM1 arlta ensll pravaY.ara touts stall M rt tuts b<anbrm Elarab. . SCHEDULE B: STREET AND STORM DRAINAGE-EDA r'1 Item , No. hem Descnpoon OuanMy Una Una Pnce Amount 1401 GRAVF!, BACKFILL FOR WALL 16 CY 141 GRAVEL BACKFILL FOR UNDERDRAIN 3 CY 142 PVC DRAIN PIPE.6-INCH DIAM 10 LF 143 PERFORATED PVC UNDERDRAM PIPE. 140 LF - 64NCH DIAM. +14"4DUCTILE IRON STORM SEWER PIPE,8- 42 LF H DIAM. RRUGATEDPOLYETHYLENE STORM 4.502 LF WER PIPE.12-INCH DIAM. 146 CORRUGATED POLYETHYLENE STORM 1,252 LF 'I SEWER PIPE,18-INCH DIAM. 147 CORRUGATED POLYETHYLENE STORM 512 LF I SEWER PIPE-24-INCH DIAM. 148 GRAVEL BACKFILL FOR PIPE BEDDING 1,180 TON 148 CATCH BASIN TYPE 1 53 EA 150 CATCH BASIN TYPE 1 L 11 EA 151 CATCH BASIN TYPE 2,48-INCH DIAM. 10 EA 152 1 CATCH BASIN TYPE 2.72-INCH DLAM. 1 EA t�t lff %C �.J Padt Avenue I Cty of Renton P.10 u.ra.rr..wtrw 1 i ik 1 #Y AW F+1 PARK AVENUE NORTH IMPROVEMENTS Bronson Way North to Garden Avenue North t Nos'. Unt a�rr b ar warm.M oxweroro..rb To bW amwnt Eb moat w ewwn. Snow umt ix . 'n 00T waw antl SWw. - pr aM wwra c(Inett 0¢vy.lN'wmM w IypW watl BniY ptBvaa WIWa COnflkt OOGY3 wIW Wn MW uM pnw W W tlM MY atwVtl �- ♦ nWrMtl br arry IMI Ow uM gca.IIWI paVai.arq bml.amN w oMeoW b contorrn Taub. _,..-. '_`. :.:-_ •'_. SCHEDULE 8: STREET AND STORM DRAINAGE-EDA Item No. Item Description Ouarnity Unit Unit Price Amount 153 CATCH BASIN TYPE 2.96-INCH DIAM. 1 EA 154 INSTALL SOLID LID ON EXISTING 'o EA CATCH BASIN - 155 ADJUST CATCH BASIN 10 EA i 156 ADJUST MANHOLE 4 EA r 167 REMOVE EXISTING MANHOLE.CATCH 26 EA BASIN,OR INLET , Y 158 RELOCATE CATCH BASIN 1 EA 159 2-WAY SOIL MIX 760 CY 160 BARK MULCH 110 CY =, 161 PSIPE-FRAXINUS OXYCARPA 83 EA 'RAYWOOD'(RAYWOOD ASH) . 162 PSIPE-SHRUBS-2 GAL. 709 EA 163 PSIPE-GROUNDCOVER-4 INCH POT 4.137 EA - 164 TREE WELL 49 EA 165 IRRIGATION SYSTEM COMPLETE 1 LS Park Avenue `` �•�. `-� City of Rieft P.11 bsua,,,er.Jrw„rN, t 19c- IT PARK AVENUE NORTH IMPROVEMENTS Bronson Way North to Garden Avenw North Now: Unit pros br W Pamy aM sroNmaro,aria M bW anbum Ptl nwa�M aliow�. Srbw sot Wins�PM�waEf aM ywa. W rtnn eonlYPl Ooci/f./1•w�i1Nn W WPW woi4 fesY W w Wh"nnsd oasis Grxos:Pw urW p�slb tlp bW amWnt nM1M b fYly IWII CN uW DKs a1g11 WwW,antl b1W aMY M PPrtwbU b PP111ib IMnb. SCHEDULE B: STREET AND STORM DRAINAGE•EDA Item NO. Item Description Ouamny Unit Unit Pace Amount 166 CEMENT CONCRETE CURB AND 4,250 LF GUTTER-5'HEIGHT 167 CEMENT CONCRETE CURB AND 4,790 LF GUTTER-6'HEIGHT 16B SINGLE BUS SHELTER FOOTING 2 EA ` i 169-DOUBLE BUS SHELTER FOOTING d EEA170 DOWELEDCEMENTCONCRETE 1.325 TRAFFIC CURB j� 171 TYPE C BLOCK TRAFFIC CURB 432 LF 172 TEMPORARY PAVEMENT MARKING 49,200 LF o , 173 RAISED PAVEMENT MARKER TYPE 1 3.700 EA 174 RAISED PAVEMENT MARKER TYPE lid 520 EA 775 RAISED PAVEMENT MARKER TYPE 3, 57 EA 104NCH 176 HYDRANT MARKER 12 EA 177 ADJUST MONUMENT CASE AND COVE 3 EA 1 178 CEMENT CONCRETE SIDEWALK 4,520 SV I 1 Park Avenlre City of Ranson P.12 arNnenA. I � � d. PARK AVENUE NORTH IMPROVEMENTS Bronson Way North to Garden Avenue Noah - . Nor. Unl pdaa br atl firms.aY cxrrelon+ wore anion wwaJ awnr.w,nkt occurs mnraan d+uMwd n^n w m.eoW.nbi.n �, W wlws connkt eocura,nr wrdam a bPrd reinaC br arry irrri�unr pde arrall ywtl.and brb aNn M eartacra d conMm nrnr. SCHEDULE B: STREET AND STORM DRAINAGE-EDA \J Rem NO. Rem Description Ouamdy Und UnR Price Amount I{ 179 CURB RAMP 18 EA i 2 180 CEMENT CONCRETE SIDEWALK WITH 620 SY BRICK PAVERS ' 181 CEMENT CONCRETE SIDEWALK WITH 260 SY THICKENED EDGE 182 ILLUMINATION SYSTEM COMPLETE 1 LS ' { 183 FURNISH AND INSTALL NEW 2 EA LUMINAIRES ON SIGNAL POLES 184 TRAFFIC SIGNAL SYSTEM COMPLETE 1 LS N 4TH ST AT BRONSCN WAY N/PARK - r AVEN 185 TRAFFIC SIGNAL SYSTEM COMPLETE- 1 LS ^1 N STH IT AT BRONSON WAY NIPARK w✓ AVEN lea TRAFFIC SICNAL SYSTEM COMPLETE- LS N 8TH ST AT BRONSON WAY N/PARK e AVE N 187 TRAFFIC SIGNAL SYSTEM COMPLETE- i LS GATE K-9 AT BRONSON WAY N/PARK ' AVE N 4 lee 6-FT X 6-FT INDUCTION LOOP 111 EA DETECTOR 189 1-itr SCHEDULE 40 CONDUIT,PVC 2,060 LF 190 T SCHEDULE 40 CONDUIT,PVC 110 LF 191 2-1IY SCHEDULE 40 CONDUIT,PVC 305 LP Park Avenw P.13 wr.e�.rrr s+wrrrr City of Rwaon :f. 1 r I c J PARK AVENUE NORTH IMPROVEMENTS Bronson Way North to Garden Avenue North Nor. UNI pas M ad lYma.all aarwan,mq rp mW a 'w nal w m.. Shaw umr was Rr CON wawa mm fpur. rue wnara conNa Daps,rr wrlman a rypa4 was anon pavan. Wlrra canRbt actin Oarwn Rla Wr fmoa aral rr nol amoum rwla4 br afy Ram rue ual as anal p•avaR,mM asap anal M Corrar4 b eenmwn tlrram. SCHEDULE B: STREET AND STORaa DRAINAGE•EDA ® hem —� No. Hem Description Ouarnsy Unt Unit Price Amount 192 3"SCHEDULE 40 CONDUIT,PVC 390 LF 193 3-1/2"SCHEDULE 40 CONDUIT,PVC 115 LF 194 4"SCHEDULE 40 CONDUIT,PVC 20 LF 195 4.1/2'SCHEDULE 40 CONDUIT,PVC 20 LF ' 196 1-1/2'SCHEDULE 80 CONDUIT,PVC 75 LF 197 2-1/Y SCHEDULE 80 CONDUIT,PVC 207 LF j 198 3"SCHEDULE 80 CONDUIT,PVC 340 LF O i I ' 199 3.1/2"SCHEDULE 80 CONDUIT,PVC 150 LF 200 C SCHEDULE 80 CONDUIT,PVC 161 LF 201 TRENCH AND BACKFILL 2.690 LF j;• 202 JUNCTION BOX,TYPE I 24 EA 203 JUNCTION BOX,TYPE II 18 EA . 204 PERMANENT SIGNING 1 LS UPark Avenue Ciy of Reason P.14 1 '1�r I III l C W^ S $ 1 { R " rr FY � r Y' f PARK AVENUE NORTH IMPROVEMENTS Bronson Way North to Garden Avenue North Nel•: lY•1 WK+•mr Y wmt ar•xWwara.arm er mw anmunr Cnl mutt m•navn. sMx wm pee•m tmm w«y an0 ngurr. W wlW wnllin cows,m•wnlM«IygG w«4•hM pwall. WMr•evneet occur Cawwn nw uM Mo rm ttr mW aroimt n•ms0 b ury 41m tM urn Onu•naN p�•vatl.ui0 roala•n•Y ue mnceM m cmlorin Rieiaro. SCHEDULE B: STREET AND STORM DRAINAGE-EDA *✓ Item No. hem DescrVion Quantity Unit Unit Price Amount 205 4-,NCH PAINT STRIPE 260 LF ;. 206&INCH PLASTIC CROSSWALK STRIPE 1.910 LF Ir 207 244NCH PLASTIC STOP BAR 235 LF e 208 PLASTIC TRAFFIC ARROW 22 EA ;5. 209 PROPERTY RESTORATION 1 LS 210 UNSUITABLE FOUNDATION 1,330 CY EXCAVATION INCLUDING HAUL , TOTAL SCHEDULE B: I I i I� Park Avenue city of Rol" PAS ma•s..erR•rwvrrr r, �1J,r/aL eF <,.F,�-Tura; ��:o �►o*ZJ GT•»;9 i �.� Sc.nsOuw G Lsln e�+.M�.17'. Tips c_oy} �+w\la be cwue.� uw.ir! TP ZS r '�+'e i�cw\Uc�✓u1 L.h. I I��M•, Valr� Vg\ul�'s 8 e,., � ?r0oo ICo�opo. vo S�yC�I���Ic��y Gnr.e/ed aer FAJ. .+ 1}el, SN v f tN Ywlve�.n. sac TP col I LN to �L\cc `+ 4^ 5a • 5/UOO.pp t 1 ll" �Y �( L-b- See TI' sS ,k / *P, 37)'soo.00 Gomn\a.N�'•. '(Grl;a ';ee�n �� s�ae.FleA 11\I � '��, e.>rered ur\de� 1}eM cL SZ �,It., . DNChIIG ISM '}��pG �( GA naa(e SswJ tobl' 4.L j '+1' 4f1Y'NC.�NIG� 2 bAOb6]'�.+[k�hK .•�in t ".il�1�.�.3N....e.h �r�h.n•\ e4�i.\s P'o�oe}. T\e aw T'e\9Y\ .6mNj aN TP 29 r 'S.60 CY 0 6ro1k.u, 4.tan io.. 41.c re.,l/•<F,�[_ �c . Fe.vYe 4Y Y!}n,e,..I rn11i,�Q. 5/�,�J i4a..�: �'✓ev,,.n n�„� I n �vo cX. /t) 10,catt 6',000. 00 i yoifi n�F u�al +0Aly C.1,1 . Also fixe Ca,i of l'e,61 Sup, S ee . 7-i0.3.F� All .. .w�4„l,�r �vher�al �nll 644,,J +L.c Ce �rw r,M(', S�otk.f'I�n1 �u�sui�nhlo mn�er.w pro�er♦ � � uys,�e Nos Ya��d� a 2 waek-s 2�dQO�00 Ce�nenent', I�vS 1�1[.M ib 1DeL,�.tslll ..,J.IreS� �n.neca,o.i T.I pe 11 ?nd 2-�rr,L. l�r....r1ef T P c 740 Inr5. Ce ZO�e+ 4�Ooo, 00 . .e+.�'. Ter eG yhob.l�Z.e.l io.� i�u r..wo.s "+ of Kl 4,01el are av c.wlecl da 4,is cos See-R'Z5 J �N I`1g4 13hdcje'� k 16,90& 4t5 ,'IZ y-75,332 ,be, 4-7s, 33 NLn Ca Sic, Lh�5J0 ' *" Co•}fe,G4al v24,310. 21 42,000,00 * 1099(310.21 T18/GDA FUPJD,N& 1421&6-7 � -(raFF+G 24,o0o a Fro a+ -ec°'-f-s 53216415.Zt 532,vy 3 21 WAteL — MA 5AW U+[ O31$05 5191 1'42�> 4'r A-� 00 ( i'Aer 44f000) Anl•+ura CI' �JL.)L1 —' i 888988888A89888888sag 88888888888 . d M888888888A8888888888888888888888T .<' ��� S^§vnR^RRR88$1�����.�aS�.�� 8888898888888888888888888888888R 8888889888888E8888888888888£888o �. 88 888888$�88889� ^ 88888R8ASR88A888868888 84 888 J Fy-S8 88888888888888888888888888888888 88888888888888888g�88888888888888������.A 8 A. RS - .�. :EyS€E3bd���:�ZS33:35S3WS3L AE.000 oo 5sai' I u y � oS"ouo> o .ZNa WW- bRE s � � s' 3�a9aaaa: < s w> S I . I | )/,#§ ./ � ............ •- -.�• . . . .......1,,,-....888888 | as |||||||§|||||| -sg §§ \ �� - .% 3.33,0! . .................... . ||||,:!■!■„!!■;■,|�,l,!_:- , q ....,.. .. - g §j§§gq\q#g z \ --�-�§_!.�■,--,�.l.--.. § ` ! � • §I\/z • l;:;|;;, h/g§\{\§j}\ !ir" � ; . . . ARK AVENUE NORTH IMPRCVF-MENTS y. �4 . �_ a _s•+ 8ronaon Way f4oRh to Garver.Avenue North Nmr- 'hit Pim 4i>V 11YIIIf,aY.xamum.one me rorr:mwnt eq miat tW vioxii. Stew umt OtgY q eaA weni azq Scvr i. '� j aq wni— ate¢Doan.9v wren s ypd won wp cravat WMr�unAk:acm OMvaan Uu umt Onea one ON oa anwnt (� 1WIW bay IYn1 eM WI Wqa anyl et'.NI,azq bO4 inY M¢n9C.M 9¢ngnl m.nq_ r, SCHEDULE C: WATER Item No. Rem Cescriotion. I Cuancity Unit Und Price Amours 301 MOBILJZATION I 1 LS � •_ 3�moe •FAQ• +kc :SnnGI d�ilary p t t5 rrA eusa. . qr- 303ITRAFFIr C CONTROL 1 LS // I _ f'hou.sa— xr: a/.ilcrj 44wo L 11C'CLKr: beoe IP5 - #d.4t 304IREN0VAL OP STRUCTURES AND t LS /7y Sea t CEWMUCTIONS `1r$; :. 305JPAVEMENT REMOVAL +C 4t. SY 960 i i�rrrs 305 SAWCUTTING PAVEMENTBSc Aae- Le � 3 a ca. _ 0 I �au� a(./(ate fw,. +li'Xtr+7 a.asxz ' 307 OLD MD(f 1=.6 R TCN / 3c *, 305 ROADWAY EXCAVATION INCLUDING 2'd r i CYHAUL 1 G /lea �Y�eep I/e/(ars F erw f.5 I Al EMIG OR EX it WEXCAVATIft Otis" 1� J 310 CRUSHED SURFACING TOP COURSE! 10 S r 70N lr ca✓ollcrs -f-wc..fy ZO to 311 JASPHALT CONCRETE PAVEMENT I fre zS TCN $7 r CLASS E /'. 'n TVv bilars ssexrs.xlo�. i 312 �#'rGQNCREfiE ( e? FeN 313 GRAVEL BORROW INCLUDING HAUL 1 29M 124 TON / .re(/t/Y 7WY C[..a fa ].Lass krSt X3eL � '— Park Avenue CSy of Raman P.15 nrrr.r=w+nns l� I� wwwwpw f � -�;pK AVENUE NORTH IMPROMWE*175 aronson W.y North to Garden Avenue North Wt•: ILYt OrmM as tb tl1N.a1,a>armdn.aria M ma amaum am mtati tN aMwn. Sncw•.nat anrb n aam warns ifm I�urC. mm•nyn�aeeas,as wmm�ar Y�a� as anaY Oe rw1wC.,a to cM auram��unn anm arm au ma amatm nNYla Ip arr/qwn ale WM tur<vm�am SCHEDULE C: WATER i Item No. Item Ces�-iotion Cuamity lrul I Unit Pica Amount 3141WVEL BACKFILL WF .e0 iCN I 'iG I +IFOUNDATIONS,CLASS A - /GN 315 PEYCft-rN'A'fCitil '`'r '� . MAN'F'0'N46M+CIAM' F - d" rj 316 AWN. CH D E IRON PIPE FOR WATERI ?*e �( T�af Six el/Gf R61fPtFE-FQR'WR�FI -E&- - .h a rf fl(q�' 318ICL 52 TILE IRON PIPE FOR WATER. zs� LF I Z4 I /0,03� gAlNgse-MCH MAM. 44 L 312 GATE VALVE&INCH © �,an rf d l�v a((.2 — cA 324 GATE VALVE 64NCH I 'j - Si,Y �ett,(df��e((�sr uxwa 5�f(ww/YL(hY1,gar 323'REMOVE 1SALVAGE EXISTING i- EA _ I'I�{yp k RANT JDOD' 7000 _ 3241RESETTING EXISTING HYDRANT 8 " EA IlflJd 350 h.'Tr 32°HYDRANT ASSEMBLY R' r T (+ura vj Park Avenue P.17 Coy at Ramon -- _ A FM.k.. ,nwp.I iwbNio r T �ry PARK AVENUE NCRTH IMPRCVEMEN 1 Branson Way North to Garden Avenue North Neu: Unt V�M W ibma.aJ ararmmu.anD M ma mrrcunt ant count G snay.+. 5eveWmtme�fvt Dno ara mecaDarrmunt ® em uun¢noes aaccs.YN wmm�a YPeP wwa anaY Droved NM(Y¢nNr,e¢+o. ���yry gym QN,ufR er�ee mLl Drwv1.Y.P mms]rdJ ee o5tec3e m¢nmrm mMm. SCHEDULE C: WATER Itemi h uh fed d I Un(4C Price •" II Amount No. Item Descrpton r ant Un¢ WA EA 3VjRB4OVEEXSTING TER VALVE BOXI 7- 0 N ' II� 33:2S CONNECTIONS TO eaSTWG MAINS I 0 z- Ei Zcgyo rk a '. 329 VERTICAL ADJUSTMENT AT EXISTING I r Z Ea LMUTY /o y .- nct� a//a __✓ EA •/ _ i 33aISERVIC£CONNECTION TYPE II I -5 I ycl� •- I ,1�s,�'' 331 SERVICE CONNECTION Z4NCH DIAM. Z4 CY �.1. 3 I 332 UNSUITABLE FOUNDATION �5 �t © EXCAVATION INCLUDING HAULING D a - .� I6b5Jtf04 Su"- as I 4 Sales Tax(p1 s•2•L 7.3t:+ [oar. ,r 21 1 L� TOTAL SCHEDULE C: Rw.lwy �P^r•5'f� n— 141r1.ii7"•• �SilAu4�'tTr� 4fde.. R x I I y., J Park Avenue P.1a 91z"�pi°re�wuurr C.ty at Penton wwc�� AVENUE NORTH IMPROVEMENTS n Way North to Garden Awnw North um proaa br L awns.y azawwr.aria ar ma wnwa�t atl naatr Brown. SMw uivt taken in eon wmy am 4puaa. rA wrra al WVAM M Mt wnanwg&t wwGLutlpm'W w/wa wnacta¢vs Mrw•an ar vwproa aria tlw mtal anmurt mr,ny aam m.w�wa.,aW waw.,m mrr,wr a mn.cna m�a.x.m. SCHEDULE C: WATER ROM No. Rem Description Quantity una Unn Price Amount i 301 MOBILIZATION 7 LS i c can+v 41, send Cl 2-0ccc " 2.0,om'" I 302 CONTRACTOR SURVEYING 1 LS ` /G,ced /Q,cCJ 303 TRAFFIC CONTROL 1 LS _ rwf, -/46 ba,.Q d•(lc-r5 40.CBp ' 304 REMOVAL OF STRUCTURES AND 1 LS OBSTRUCTIONS 305 P �.� �'/(a.� VC,�,t • - 9L,ca0 • i AVEMENT REMOVAL 2140 SY 306 SAWCUTTING PAVEMENT 4800 LF t ��'�"""" e N •zS Zo,Ka� — 307 COLD MIX 1 i0 TON 306 ROADWAY EXCAVATION INCLUDING 250 CY HAUL ifo//ar (4 Cd"f s 309SHORING OR EXTRA EXCAVATION 1 LS CLASS B /'COD- 310 CRUSHED SURFACING TOP COURSE 1275 TON i�e(lars -Fwaw tat fS 311 ASPHALT CONCRETE PAVEMENT 550 TON CLASSE I 3S• ly,zsc�- f kh+v fivt d�llrxrs 312 INCIDENTAL ASPHALT CONCRETE 20 TON PAVEMENT CLASS 8 IOW"' i +• 313 GRAVEL BORROW INCLUDING HAUL 2685 TON I 4 •;>. iytt Z1Y22•� t: ' + ' I Pals Awn» I C6yof Renton P.16 t awie..e.we_•wrwr I 1 r 1 t e} 1 1 I A � Xtf Say�r+•.. 1, Y ENUE NORTH IMPROVEMENTS Way North to Garden Avenue North .U+�per br Y Mwm,a1� ,a.tl ew bal amount pa nan.r enovn. Snow art Vb•e�n Oah naim a.b egn, ,man mn9n aeuaf.Martalna 7Pad waO atwlpwY. W�ara Canllla axva rtMan ela uM Vmy alldMbYlarrant ax art/ihm er xaxx at1 fllaY p�+d.aM bah aM1 r oonaere b cemann brae. SCHEDULE G: WATER i Item No. hem Description Ouamhy Unit Unit Price Amount .,14 GRAVEL BACKFILL FOR 60 ON FOUNDATIONS.CLASS A GF 0 �Qr 315 CL.52 DUCTILE IRON PIPE FOR WATERI 41 LF MAIN.6-INCH 01AM. :52 ,- i 3Z 316 CL.52 DUCTILE IRON PIPE FOR WATER 276 LF MAIN.8-INCH DIAM. 7176; W t�f I hffa �` 317 CL.52 DUCTILE IRON PIPE FOR WATER 53 LF MAIN,12-INCH DIAM. 52 2754 r 4- 77/o dellGrY 318 CL.52 DUCTILE IRON PIPE FOR WATEP Z817 LF f MAIN,16-INCH DIAM. d l/dt 319 GATE VALVE ti-INCH 2 EA 100 320 GATE VALVE 8•INCH 11 EA Sk buaddrv/ddd(/ar /rCd ' 321 BUTTERFLY VALVE 16-INCH 7 EA i 322 BUTTERFLY VALVE 24-INCH 1 EA e-t4�./ 345DY 3,ti50" t'... 323 REMOVE I SALVAGE EXISTING 7 EA "a"L HYDRA xAT UCL)' r r iw 324 REE �.YG EXISTING HYDRANT 8 EA ' / 350 2$60b• 325 HYDRANT ASSEMBLY 9 EA 326 REMOVE EXIS G WATER VALVE 4 EAnl WO ItUM .$"x 2� Pith AVMSM CIy of Rtottatt P.17 abwaw.arti.wre.r �s ra` i rof i� • s, VENUE NORTH IMPROVEMENTS Way North to Garden Avenue North llo�: UM por b Y items,aA otWvlIXv,Yk Elil NtY a111o1v1t 0d mwi M anovn. Slmw wl+p_pae n OaN wIXU.uW M1yIXl. . 1M p11M�Q✓naGt OlNf.plpw lmMlIXlyF90 WIXU LIY PMY. WIItlY N11eC10G.lYi MIWM1IY_{�i OflQ ilftl RW[OOI]11g1I11 NnME b Yry iYin M IIIR A�slnll ptN2i.W MN a1W W mnK'W b canon OIMtlb. SCHEDULE C: WATER 1 �or Rem Description Quantity Unit UrW Pace Amount EMOVF DUSTING WATER VALVE BOX) 7 EA 706 328 CONNECTIONS TO E 'STING MAINS 9 EA E J[ A onwf iW14/S 329 VERTICAL ADJUSTMENT AT EXISTING a EA UTILITY 330 SERVICE CONNECTION TYPE II In EA Aul 4 331 SERVICE CONNECTION 2-INCH DIAM. a EA 332 UNSUITABLE FOUNDATION 635Cy ` 1 EXCAVATION INCLUDING HAULING Subtotal 57(,.996 Sales Tax@8.2"'. q-.31'bL TOTAL SCHEDULE C: 01i ¢73,UdO Palk Avenue City of Renton ? ie J �C®TC®I,Q� C®V51Y UCTION.) II��C. ( 7 General Contractors April 17, 19,94 Mr. Richard Evans, Project Manager City of Renton Public Works 200 Mill Avenue Soul' Renton,Washington % :5 Serial Letter No.2 VIA: FAX RE: Park Avenue North Improvements Bronson Way to Garden Avenue North EDA Project No.07-01-03375 Lump sum breakdown for selected items Dear Sir: Enclosed is a breakdown for the lump sum items requested per our meeting today. If you - need additional informa:ron, please call me as soon as possible. Very truly yours, SCOCCOLO CONSTRUCTION, INC. L Mark Scoccoio Project Manager MS:ms Encl: LSBREAK.XLS CeY sC1994' 2825 SOUTH 154TH STREET,SEATTLE,WA 96188•(MB)2424DBM Equal opportunity Employer 144 n' ....0 � SCOCCOLO CONSTRUrTION, INC LSBREAK.XIS /1 PARK AVENUE NORTH IMPROVEMENTS g•d LUMP SUM Bit ITEM BREAKDOWN WATER SCHEDULE 301 MOBILIZATION INTRACT TOTAL 576,000 BUS. AND OCCUPATION TAX AT.05% 2,880.00 BOND AND INSURANCE COSTS AT 3% 17,280.00 MOB SUBTOTAL 20,160.00 ACTUAL aW 20.000.W 304 REM STRUCTURES/L,,RSTRUCT10NS CONTRACT TOTAL 90,000.00 HOME OFFICE OVERHEAD AT 2% 11,520.00 VALVE VAULTS 8 EA 2,000.00 16.000.00 STEEL SHEETS 10 SHEETS 500.00 -1000.00 FITTINGS 1 L.S. 37,500.00 DISPOSAL FEES 1000 T/C.Y. 3.00 3,000.00 TRENCH SPOILS 600 C.Y. 10,00 6,000.00 HOLE HOG RENTAL 2 WEEKS 11000.00 2,000.00 PIPE TRUCK 201. nOURS 20.00 4,000.00 SUB TOTAL 85,020.00 ACTUAL M ".Oso.ss 305 PAVEMENT REMOVAL CONTRACT TOTAL 21,400.00 DUMP FEES 1200 T/C.Y. 3.00 3,800.00 TRUCKING 120 SOLO/TPS 40.00 4,300.00 BREAKER 3500 /WEEK 2.00 7,000.00 EOUIPMENT 1/WEEK W/2 PIECES 5,600.D0 SUBTOTAL 21,OW.00 ACTUAL w 21.400.W 308 ROADWAY EXCAVATION CONTRACT TOTAL 4,625.00 DUMP FEES 500 T/C.Y. 3.00 1,500.00 ROAWAY SPOILS 375 T/C.Y. 6.00 2,250.00 D/W MAINT 8 20 HAS 30.00 600.00 FINISHING SUBTOTAL 4,350.00 ACTUAL a10 4,a2a.00 Pays 1 1 h ��k � I F ,... .. SEWER SCHEDULE LSBREAK.XLS 401 MOBILIZATION CONTRACT TOTAL 388,611.O0 BUS. AND OCCUPATION TAX AT.05% 1,943.07 BOND AND INSURANCE COSTS AT 3% 11,658.39 HOME OFFICE OVERHEAD AT 2% 7,772.26 i MOB SUBTOTAL 21,373.72 ACTUAL YD 20.000.W 404 REM. STRUCTURES/OBSTRUCTIONS CONTRACT TOTAL 87,000.00 FENCE REMOVAL 1 L.S. 1,000.00 1,000.00 DE`N4TERING 20 WELLS 3,000.00 60,000.00 STEEL SHEETS 5 SHEETS 500.00 2.5OO.0C PARKING LOT REST. 1 L.S. 1,500.00 1,500.00 ADD'L TRUCKING 1000 T:!C.Y. 6.00 6,000.00 DISPOSAL FEES 5000 T/C.Y. 3.00 15,000.00 SUB TOTAL 86,000.00 ACTUAL M a7.D44.DD 4O5 PAVEMENT REMOVAL CONTRACT TOTAL 12.470.00 DUMP FEFS 1000 T/C.Y. 3.00 3,000.00 TRUCKING 110 SOLOlTPS 40.00 4,400.00 BREAKER 4000 NIEEK 1.00 4,000.00 SUSTCTAL 11,400.00 ACr..L WD 12.470.DD 408 ROADWAY EXCAVATION CONTRACT TOTAL 3,603.00 DUMP FEES 360 T/C.Y. 3.00 1,080.00 ROADWAY SPOILS 360 T/C.Y. 6.00 2,16O.DO SUBTOTAL 3,240.00 ACTUAL 3.400.00 �. Papa 2 low, mwqm • NtS }� f� y a I A .y a W-2208 Park .".ve N Improvements CAG-94-029 2+ c's ; CITY OF RENTON City Clerk .J Marilyn 1.Petemcn Earl Clymer, Mayor Mav 10, 1994 'k Mr Armondo Scoccolo Scoccolo Const. Inc 2825 S. 154th St. '-i' Seattle,WA 98188 #: RE: Park Avenue North Improvements project Dear Mr.Scoccolo 1 At its regular meeting on May 9, 1994, the Renton City Council accepted your low bid for the l above-referenced project in the amount of$2,992,391.06, including VIA sales tax. Schedule D •J was not awarded. Please contact Richard Evans, Project rmager, 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. G'Ynplq Brenda Fritsvold Deputy City Clerk bOca cc: Richard Evans•Project Manager g. 200 Mill Avenue South-Renton,Washington 98055-(206)275.2501 a � , r F a , SCOCCOIA CONSTRUCTION, LVC. General Conrrecrors I May 19, 1994 Mr. Richard Evans, Project Manager City of Renton Public Works 200 Mill Avenue South Renton, Washington 98055 Serial Letter No,4 i RE: Park Avenue North Improvements - Bronson Way to Garden Avenue North EDA Project No.07-01-03375 REQUEST TO UTILIZE 5/8"CRUSHED STONE AS GRAVEL BACKFILL FOR PEPE BEDDING Dear Sir: As per our prior discussions, we request that we utilize 518• crushed rack as gravel © backfill for pipebeddin The advantages of using the crushed material instead of the pea- _ gravel type bedding are: • Easier and more consistient compaction under and around she barrel of the pipe • Better availability • Better bridging characteristics for unstable soil conditions t • Utilization of recycled materials instead of ezhausing our natural resources The costs of the materials are identical, therefore, we would consider this to be a no-cost , material substitution. If this is acceptable, please notify us as soon as possible so that we may proceed in a timely manner. Very truly yours, SC�O9C�C,OOLO CONSTRUCTION, INC. r Mark Scoccolo Project Manager ` I ^ MS:ms . 1 2U5 SOUTH 154TH STREET,SEATTLE,N'A 98188•(206)2420633 Equal Opportunity Employer �.+wrww.."w• lwr.r�+-. �....:....a...rwm,:...u.+rrear.r,a...r,�rrr.+.w w,.- REQUEST FOR APPROVAL OF MATERIALS SOURCES T 94-029 07-01-03375 DATE &22(94 C� SR-CT: l ):FA.NUMBER SECT" PARK AVE,NORTH ROROVEMENTS ;COUN, KING CONTRACTOR SCOCCOLO CONSTRUCTION,INC. SUBMITTED BY _ « M 9en 141 aea rnw�blewlYWYe Ww+ e�sneer W •E 1C1R n1F-- eprn wrtruAa ReuE ar wrarwlMlteuaenroe vEunurlox Aloe\ Z-OR YWeCIWII4ntlMICMirE EM niMMIP NIYICL! PPpE GGOE 12 GRAVEL BORROW RENTON CONICRECYCLER.S R-SAI 9.03.14 AA�iMM L - 4 12861 115 GRAVEL BORROW 313 GRAVEL BORROW ' 17 CRUSHED SURFACING TOP COURSE M.A.SEGAL E A-464,RENTON CONIC 4-04 AI R �A•1 127 CSTC SEGALE.RENTON CONC RECY�.ERS, )8 CRUSHED SURFACING BASE COARSE RENTON CONIC RECYCLERS Rdf.l H" j 128 CSBC - t 20 ASPHALT CONC PAVEMENT CLASS E M.A.SEGALE,INC.A464 5.04 ASPHALT CONIC PAVEMENT CLASS I - 26 INCIDENTAL CONCRETE CADMAN PREIMD(A-129 5-0e Etutetor an weswirt-a M Approval Action Codes for,Its,by Project[nylnaor and NO Motea'lala L&b r tart' 1. $aAu Approved. AcuPlnce oassd uoon'Samlimoory'Tau Repot la tumor W mnenals a offNoorpomW iris'pr0lect.. 2. Source Applwsd: Sudne MI9.Can.d Compuancs at Approval'poor M use d na19Ml 2. Source Apomvad Sw"I CWb9 Cuts la'Applwal'am to use m el of atw I . Spurt+Approfsd SudNl Shoo DraVM10s Ior Approval'pra,to lapncstgn d"Menal S. Sour Ag ro ep_ Onty rratenYa foresaw:Apptned for SNp t by WSDOT Faorsaum Inf0dCh rt OIIKe vor to sNpmnrb W used a. Source ApprMd Malwals M be coined as elMr 100%Amer 1 Wacturor or idenoliutm ol lomV mrxAacNrar and matar oaat liar pemess,ble Imps for the pmlect(Sees Spacu P w mms) 7. Approval lrwanq: Request Trensmead ro Hoot, lab.for Appro'reI AptW t. Source Approved: REMARKS f . Approval Action Codes for HaadquaRon Laboratory use,•only 9 Barn Approval'.Aportww d Ctwfim n,source mict Iran H.udouanara Malenou E191n41er per$to SPe Clllesol 10. Apprpval MAN dic Subme samples a-Psurmrµr),ev'WhOrt 11. Approval WEMMd. 2 REMARKS. PROJECT ENGINEER DISTRIBUTION HEADQUARTERS MATERIALS ENGINEER DISTRIBUTION Cwtma,w HO Male lab(Grleral F")� Dat.Adn rn L— HO Mrs Lao;-. loll E A S Codes) PR Mats. HO Mats lab AsPhrI1)(all B m l— HO.Mats Lab(00cum),_ sestur,mvp Olt"(art 5 codes) ( )Msmostay Dambuton protect Engnaer to� � . id w+.ninydDn sf.a.o.wrlrMnfaTnnwo.f.wn REQUEST FOR APPROVAL OF 94-029 ( ):FA MATERIALS SOURCES NUMBER 07-01.03373 SR DATE oG"93 NORTH sEcnoN PARK AVE.NORTH A&ROVEMEMS ;couNTr KING 11 CONTRACTOR SCOCCOLO CONSTRUCTION,INC. SUBMITTED BY s.saw rate w.rw.erreas.. "Par v.. me,from WRERM& n wravrv+wicluee[eew.raro. aEwrwnau rim� n f �� WIaR[CI1/161t Mbpf.'iIIYI! M.YX aER11FMLf CWF CfYIE p f 137 INCIDENTAL CONCRETE 139 REINFORCING BAR GRAHAM STEEL 6-02 140 GRAVEL BACKFD-L FOR WALL BARGEE MILL CO Q'IQ.OY'B-1-012964 9.03.12 O K-SAI 141 GRAVEL BACKFILL FOR UNDERDRAIII CADMAN PREMIX A-]99 9-03.12 4 142 6'PVC DRAIN PIPE H.D FO1"LER CO. 7.01 143 6'PVC DRAIN PIPE ' 144 t'DUCTILE BLON PIPE PACIFIC STATES PIPE CO 145 12'CPE STORM PIPE H.D.FOWLER CO. 7-04 i 14n It'CPE STORM PIPE H.D.FOWLER CO. 7-04 147 24'CPE STORM PIPE H.D.FOWLrX CO. 7-01 1aD.GftWMl1 bs .b.W1faWSfNWNFfF pa Aopraval Action Codas for use by Project"Inear and HO MatwW*Laboratory I. Source Approved!, Acc ptanee based vIbo,, slaliCmry'Tesl Report tw swoem d rna wWz to be m orpommed W ptpleat.. , 2. SDwce APProved' Subrrta M r g.Cart.01 Copaance tar'APProvM'DMI to use d r,Mwal. 3 Souce APP .d: Subm4 Catalog Cuts for'APPwal or.,to us.at matsrgi 4. Swee Appoved'. Su"I Shop Orawrps for'An,smu'am to tabrlealgn of rrwena. 5 Swca Apprved. Only maenals IMn died ADproved for SNo,,vol by WSDOT FabrlCMlan Inaoecsom,OR"Pvdr to Mliprrtent to be uses 6. Swreo Approved'. MMenut W W cMged!as eMMr 100%NMncw m scag r or p.ydicalw of toragn martowmer YW mat.ruls mst or"ris pamvavbl.Irnds to,me prated(See Swo!Pray,a rl). 1. Ao.,ce prdvoo. Reaue[I Traramtted b Hdpir.Lap.br APProvM PCtpn t Sourp Approved'. REMARKS Approval Action Codes for Headauartm Laboratory use-only i 9 Source Aocroveol Approval d Change d wort.mnt b.se m tmn H"Cwanera Materlaa Engvu.r per Sid.Spocdre~S 10. Approval vAmlwld 9ubnM samDaa Ior prNmmary evaatatw 11 APP.&I WdMMd. 12 REMARKS PROJECT ENGINEER DISTRIBUTION HEADQUARTERS MATERIALS ENGINEER DISTRIBUTION 11 Cpramclarf _ HO Man Lab(G.rnnl FA*) ' Dal Ad'r.r—_ HO MMs LW(Ebc)(all IS8 S Cad")_ Psi.Man[_ HQ MMA Lab(AsofRf)(al8 aodeel HO MAN Lab IDocun), Swoe nso.Ousts(al 5 cod") . 1 1 M4ndamry DamtAt w Protect Erpnw 4. F AdNL wa.nw,gtonstn.u.p.nn..ntaT..n.pon.uo., REQUEST FOR APPROVAL OF MATERIALS SOURCES COACT: 94-029 1 _); FA.NUMBER 07-01-03375 :SR. _BATE. 0,22z94 r.wu. SECTION PARK AVE.NORTH"ROVEMENTS COUNTY KING SCOCCOLO CONSTRUCTION,INC. CONTRACTOR SUBMITTED BY Y seewrAleea ass.C�we�e64aeleyee taws e�eAsmT PE MA bpM rM1[IML MUf V IMMfIGnAf0.iNIM;4tpl1 aITOFlG:pN Ya1R MII\ e� WI1VaC111MFt nlppl.CMVI! OIINIIaVIfA 11WRr{! RO! Cope Y A-1 118 BACKFILL FOR PEE BEDDING RENTON CONC RECYCLERS 7-01 149 CATCH BASIN TYPE I ASSOCIATED SAND A GRAVEL CO 7.05 _ INC. ISO CATCH BASIN TYPE 1 L Of CATCH BASIN TYPE 2 49' 152 CATCH BASIN ' T.` I 153 CATCH BASIN TYPE 149 FRAME AND GRATE SATHER MANUFACTURING 9.05.15 II' its•A•I 3W BACKF W.FOR FOUNDATIONS CLASS RENfON CONIC RECYCLERS IWIM 943.17 6•DUCTILE IRON PIPE CL 52 PAC71C STATES PIPE CO 1 7-11 316 S•DUCTILE IRON PIPE CL 52 eabeep an npv amnlYNE lRpaeEA M APPreval Action Co"*for YN by Project Engineer and HO Materials Laboratory I. Sours APPIWed F 040tsncs owed upon'Sanst.vory Tom Rayon for sernplas of tresna6 to E,nCprpprale Into ptgxt. 2 Sours ApP"w Subnit Mg.CM.of Conplisnee W Appmva'omr M uao 0 ma snel 3. Sdwcs App¢vad Submll Cataiog Cws tur'ADpmval prior It,use a matana. a Source Approved: Submu Shop Drawgs to,Aoplvvel'prcr to IabnGlaT of mama. 5 So Approve. Only materials gent/;sd'Aoomvad Id,Sluvrenl by WSDOT FwrmWon Inspection Omce prcr to s/epmelt to be used 6. Sourcv Applowd; MWensls to be cersheo m ether 100%AmenCAn msla "usw 01 :WIhCIRW of 10Mgn m &c:urw and matmua mst vnthn lb. oemvss;bh ImAs tot Me propel(See Spacial pmvwons). I APPnWAI PendeV, Rawest Transintle to Hdoir lab.lot APomva Aclicn. 8. Sowce Apo101stl: REMARKS 11 i j Approval Action Codes for Headquarters Laboratory use,-only 9 Spwca Approved.Appmvei 0 Cnenga d1 source oust be secured I,on Headeu tnen;Motorists Engewx per Sid.Specocaeone 10. Aoploval WnhMp Subma sanpNa Ior oramm7 macron i 11 Aopmval WAMed. 12 REMARKS I PROJECT ENGINEER DISTRIBUTION HEADQUARTERS MATERIALS ENGINEER DISTRIBUTION { Cbnvacw L_ 40 Mas lab(General F") ' j Dot.Admen L_ HO Mats Let(Elad)(a1 E 6 S Codes) eE{yFL Dot Meta 1L_ HO Mas Lai)(Aspnee)(a18 coda)_ HO Mals La)(D]curn)._ Seals Inso OHKe(al 5 cooaa) I 1 Manila"Omnwsm pmmct Engamar i v7: T Y astru,ton stale wwnm.r.a a iranewraatbn ��/ REQUEST FOR APPROVAL OF MATERIALS SOURCES COACT: 94-029 ( keuw ); FA.NUMBER 07-01-03375 ;SR- DATE 6i2194 I SECTION PARK AVE.NORTH IMPROVEMENTS COUNTY KING . CONTRACTOR SCOCCOLO CONSTRUCTION,INC. SUBMITTED BY >w s.4a tarasa ewcatw.>awtsw �'""' wenasr u.. Re wfa w[ row a«rerau pa t4Ya Ca YeNtyACnaaMaaedafpX }faYAtloR A1eal IaeaL yP IW.IfKRPIRS RKd1CimR! p1 R1yYlR afll1OE O]IIa {mE 7 E IRON PTE CL 52 311 6"DUC ]RON PIPE CL 52 319 6'GATE VALVE H.D FOWLER CO. 7.12 VALVE 32 l VALVE 24"WF VALVE 323 ME HYDRANT II nnacr ero+aw ore Rb.uumels tewau a Approval Aatlon Codas for aaa by Project EtWl r and HQ Matarlals laboratory I. Source Apptosatl: Accaptrme based taort'SaPNaClory Tat Report Ior sair la of malw als to be ncorporateG into Projacl 2. Source APPKIM&M SubmA Mg.CM.M Compliance for Approvd pror o use of maleral 3. Source Approved: SubmA Catalog Cuts for'Apororal'pror to use o1 tllaleilN. 4. Source Approved: Submd Shop Drawings for'Aporovaf pm to ubncabon of rrm 1. 5, Source APotoved: Only materials paradeE'Aporm'eil Apt Shirarsil by WSDOT Fw capm lnspecllm Cpke of ro a/apmant to be uses 6. Source Approved: Materials it,be cMAip]a a11Mr IOD%Multi mrMatlurar or idMllliulgn d foreign rrWnNxtursr and materials wsl wpin permissible Emits for Re protect(See Swag'Pronaons). T. Approval Parrlirq. Request Twsmded to Hdgtr.Lab.for Approval Acton 8, Source Approved: REMARKS AIL 1 r Approval Actions Cables for LLeadquaAan laboratory uw-only 9 Source ApprcMed Approval is Change d source moat be secured born Hesdguarters Materials Engtneer per Std.SpeCdCNKirs 10 Approval W.IhheKI SuomA sample,Apr orNmnary Bw4Nwt It Approval WAMaid 12 REMARKS. PROJECT ENGINEER DISTRIBUTION HEADQUARTERS MATERIALS ENGINEER DISTRIBUTION Cor,iirvIctor.,_ HO Mau Lab(Seawall Fle),f OR./brim.aL— HO Mats Lab(Elec)(all E 6 S Codal_ Dat.Mae,' HO Mesa leb(ASPImt)(al 8 coda)__ HO.Mats lab(Docur lL_ Seattle Insp.Once(NI 5 woes) ror ( I Mrbay Distributor, Erpnar .... F Oil/28'94 18:17 FAX 200 754 0220 £?7RA9C0 E$(.. 4A002/017 Pacific 11� Testing Laboratories Seattle Bothell Tacoma Sumner Penmsule May 26, 1994 Portland Page 1 of 12 � Certificate No. 9405.6900 Mr, Gordon Vigus , RENfON CONCRETE RECYCLERS 1627 Filbert Road S.E. ! Bothell, WA 99011 Subject: Control - May 1994 One yr, Dear Mr. Vigus: ' OAs requested and agreed, Pacific Testing laboratories analyzed the material supplied by the client for proctor, sieve and laboratory analysis. Material testing was performed in accordance to ASTM standards. Test results conform to applicable specifications unless otherwise noted. Please refer to Table 1 on the following page for test results. One consultant. This report is provided for the information of the client only. Reproduction and transmittal of this report, or any section of this report, to a third party is prohibited without permission from Pacific Testing laboratories. If you have any questions, please contact us at (206)451-8436 or 485-4244. "•rp" One Solution. Approved by: Matthew A. Miller, P.E., Eastside Division it ;' $ Jeffrey Sa Eastside 1/824 N.n..r.n,.,.N. JSMlmm Ob.10, .a we SdC k3... Enclosures r.[120w 1642" /w:now Ieslelr a.Nrw 151d1]e i M,rW:6%6660 ', �a I OB�TB i9/ 15:18 FAI 206 454 0220 EN-MNCO ENG. 10,)3 013 Pacific Testing Laboratodes ' FnvinPwa•C--WlMb.snunuu AENTON CONCRETE RECYCLERS tttificate No.9405.6900 May 26, 1994 Page 2 of 12 Tab!e 1. Test Results SAMPlY..DESCRIPTION �1 1/4 MINUS 314 MINUS 6ASU COVa9 vm wmow TOP CDUTe I OAVL PD aeDDa0 91SPECIFICATIONS DDTa 9 WSDOT 90 .14 WSOOT9I0 WSOOT 9I3 0) SANUIZ ID .001.011.02 .00 L01!.02 .002.01/.02 .001011.02 ... %PASSING 1.25 INCHES too i,)o - %PASSING 1.80 INCHES -- IGO %PASSING.75 INCHES 83.2 87.2_ IOO -- %PASSING .625INCHES 76.2 76.2 - %PASSING .2S INCHES 41.9 41.9 56.3 56.3 %PASSING 040 12.0 12.0 11.4 11.4 %PASSING 0200 4.3 4.3 4.2 4.2 OPT.MOISTURE % 7.6 7.6 3.0 8.0 MAX DRY DENSITY 127.0 pcf 127.0 pcf 1211 pcf 123.3 pcf W� SAND EQUIVALENT 67 67 67 67 i!'P DEGRADATION 87 87 97 87 %FRACTURE 92 A 92 % 92 1 92% LA ABRASION 24.3 24.3 243 24.3 M1 t 1 1 t 4t n� Yr 7 IAIIIP� if , ■■ui■■EM■■■M■■■■MEMO/■■►MMEME■■■ ■■■■■/■■■■►��/\a■ M■E■■\EOM ON ' ■■■■MME■M►.■■■E■■■■OEM■■\�■■■EE �iiiiii�ii�i=iiiiiiiiii►iiii "" MEMMOMMEM'iiiiii■■■'iiCMENEME00 .......................... .. MC■MEN ■■■M■■=M■........■E■■■E■■E■ iiiiiiii■iii■iiiiiiiiiiiiiiiii � MATERIAL DESCRIPTION Optimum moisture 7.6 S Client: RENTON CONCRETE PECYCLEAS Location: CONTROL MAY '94 PROCTOR TEST REPORT PACIFIC TESTING g ' a r r i a LABORATORIES ^1F p J{ ' v Y Eva i V W ■�■■■■■■■/■■■■■■■0 man MEMOS ■■■■/EE■■■■■■■■■■■►�■■■■O■■■■■ ■OM■N■■■■■■=M■■■■\\■■E■■■■■■■ Nunn ON O■ ■■■►�O■■■■■■■■ M■■■■■■■■■■■■■■�■=■■►�E■■■■■■■■ ■M■I■■■■■■■■■=■■■E ■■■►\■■■■■■■■ M■ ■■■■■■■■■ ■■■■M■■■Ma■■■■■�■ M■E■E■■■ ■■■■O�■■■■�■■■\■■MEMO 1 E■E■E■■■■■■/iM■Sri■■ MEM■\�M=■■■ N■■■■■/E■��■■■■■■■SEE ■■\ ■■■ , ■M■■=■��/■■■■M■/■■E■■M■■■■M\■■ SEEN ■�■■M■MO■■■■■■■ ■■■M■■\\O SEEM■■■■■O■■■■■ME■■E O■■■O■■N. ■■E■■E■■■■■■■■M■/■■■�■■■E■MOM\ E■/E■■■■ ■■■■■■■E■■■■E■■■■E■■■ EMMO■■a ONE MINE ■■■■■■■E■■■M■■■E■■■/■■■■ ■■■■O�■■■E■■■■E■OEM■■■■M■■■M■■ Fr ■ ,o:« i�J ax 9y ' 4' '# of �y .- a'^ I om�zm�en a:zo era zoe ui ozzo esTskNco evc. ®ooeimla PAGE 5 OP 12 GRAIN SIZE DISTRIBUTION TEST DATA Test No__ 17-- Da": 5-35-94 Ci ificate No.: 9405.6900 Client: RENTDN CONCRETE RECYCLERS � ____________________________ Sample Data _______ _ ---------_- Location of Sample: CONTROL NAY'94 Sample Description: 1 1/4 MINUS Liquid Haiti MA usc5 class: plasticity index: NP AASRTO Class: A-1-a ------------------------------------Notes --------- _ ---:----------------- Remarks: ASTN C136/D1140�ID/.001 BE• 67 DEG• 87 FFi 928 Tested by, date: NL,5-21-94 Checked y, date: JSN,5-24-9 MO.:LR No. : 00251 -_Q-zir sp¢cificatlon: WSDOT 9-01.9(2) ------------------------------------------ -� - Mechanical Analysis Data Initial Dry sample and tare_ 42055.09 Tare Dry Ga:aple weight - 42055.08 Sample split on 0.75 inch sieve sy.}t sample data: .mple and tare - 3574.71 Tare - 0 Sample weight - 3574.71Vt _6=1lat Sve weight retained tare- 0 Tare for cumulative weight retained= 0 Sieve Cumin. Wt. percent Sp¢cification Dercent a retained finer Limits, percent p 1.25 inches 0.00 100.0 100.0 to 100.0 0.75 Snches 7070.50 83.2 O.R25 inches 300.20 76.2 50.0 to 80.0 0.25 in40 1771.00 41.9 30.0 to 50.0 •--- 3059.40 12.0 3.0 to 18.0 ., / 200 3386.20 4.3 0.0 to-_ 7.5______________________ ..-------------------------------- Fractional Components _____________ ------------------ j + ] in. - 0.0 i GRAVEL - 65.6 i SAN) = 30.1 FINES - 4.3 Des- 19.95 Oho- 10.566 D50- 8.110 Ga 5.0- 7931 015- 40.79250 D10= 0.26242 i i i I 06/28/94 15:20 FAX 206 454 0220 ENTRASCO ERG. 46007/013 PACE 6 or 12 .� PARTICLE SIZE DISTRIBUTION TEST REPORT 100 90 °i 60 - 70 i Q 60 z 50 40 a 30 20 10 - 0 200 100 to 0 1.0 0 1 0.01 0.001 GRAIN SIZE - as 1 ° Taet E�75 i GRAVEL E SAND E SILT It LAY uses • 17 0.0 65.6 30.1 4.3 GP SIEVE 1 PERCENT FINER SIEVE PERCENT FINER_ Simple information: lwdr\ • nn� • •CONTROL MAY-94 <1.25 100.0 40 12.0 1 1/4 MINUS 0.75 85.2 200 4.3 A-1-8 0.625 76.2 0.25 41.9 _ . GRAIN SIZE °s... 06O 10.57 030 3.79 �•;'iS:.jF. Old 0.26 Tested by: ML COEFFICIENTS Date: 5-241M4 Checked by: JSN Cc 5.19 Date: 5-24-94 Cu 40.3 ASIM 1:136 01140 100.001 08 11$Cate NI9405.6900 LA No.: 001 PACIFIC TESTING C11ent: RENTON CONCRETE RECYCLEAS LABORATORIES u! 67 DEC: 87 FF: =3 4 .:Get.: 5-25-94 Fig. No. 1 r I 06/28.94 15:21 FAX 206 454 0220 EN RA\'CO E?G. ®008/013 PAGE 7 OF 12 i CRAIN SIZE DISTRIBUTION TEST DATA � _«TestgNo�: 17 ------------------------ Da 5-25-94 Ca[[ 5 ficate No.: 9405.6i00 Client: RENTON CONCRETE RECYCLERS ____________________ _______________________-______-__--_____________---_-____ j Sample Data : Location of sample: CONTROL MAY194 Sample Deseription: 1 1/4 MINUS Uses Class: CP Liquid limit: NA i AASHTO Class: A-1-a Plasticity index: NP -------------- ---------- --------------_____---««»_---------_-----^'"---- _ Notes ------'-----_____-«-_----------�-- ------------------------------------- ! Remarks: ASTM C136JD1140 1D/.001 E• 67 DEC: 87 FF: 92% Tested by, date: ML,5-2M04 Checked by, date: ism,5-24-94 LR No. : 00251 - Fig. No.: 1 Specification: WSDOT 9-03.14 GRAV BORROW __________ ._________________________---_______________________________________ Mechanical Analysis Data Initial Dry sample and tare- 42055.08 Tare - 0.00 Dry sempleiw eag ht .08 sp � p tn .75 4nch :ie va S sample data: G-umple and tare = 3574.71 Tare 0 Sample weight = 3574.71 Cumulative weight retained tare= 0 Tare for cumulative weight retained= 0 sieve Cumul. Wt. Fercent Specification Deviation, retained finer Limits, percent percent 1.25 inches 0.00 100.0 100.0 to 100.0 0.75 inches 7070.50 83.2 0.625 inches :;00.20 76.2 0.25 inches 1774.00 41.9 25.0 to 100.0 0 40 3059.40 12.0 0.0 to 40.0 1 200 3398.20 4.3 0.0 to 7.0 _______________________________________________________________________________ Fractional Components ------------------------------- t + 3 in. - 0.0 t GRAVEL = 65.6 t SAND 30.1 i FINES - 4.3 D85- 19.95 D60= 10.568 D50•- 8.110 D30= 3.7931 D15= 0.79250 010- 0.26242 Cc - 5.1890 Cu 40.2717 1 i r , 06/28/24 IS:21 FAX 206 454 0220 EN7RANCO ENG. ®009/613i4 PAGE a OF 12 PARTICLE SIZE DISTRIBUTION TEST REPORT Z " n 100 4 90 60 a 250IRI w 40 F :..� 0 30 20 W 10NMI h 0 r mill] . 200 f00 10.0 1.0 0.1 0.01 0.001 GNAW SIZE - 6y6 ' ------------������ I ..;' Tea %•75 i GRAVEL t 0.1 i SILT x CLAY USC • 17 0.0 65.6 90.1 4.3 BF' SIEVE PERCENT FINER SIEVE PERCENT FINEP Sample lnforMtl0n: sin • .e • •CONTROL NAY'94 1.2D 100.0 40 12.0 1 1/4 MINUS 0.75 63.2 200 4.3 0.625 76.2 0.29 41 0 1 GRAIN SIZE I, OGO 10.57 3,79 010 0.26 TeeteC AV: M. COEFFICIENTS Date: a-24-94 Checke0 0y: JSN Ca 5. l9 Date: 5-24-94 JCu 40.3 ASTN C136/D1140 • oat Certlfffe[e NO.: 9405.6900 LP NO.: 00251 f PACIFIC TESTING Client: RENTON CONCRETE RECYCLERS LABORATORIES SF. 67 OEG: e7 FF: 92= Dab: 5-25-94 Fig. No. 1 �S J 06/28i64 15'22 FAX 206 454 0220 ESI9A.NGO ENG. ®OIO/010 r FAGa 9 OF 12 'k GRAIN SISE DISTRIBUTION TEST DATA Test NO.: 18 ..--------- .. Dar 5-25-94 y Cez_-ficats No.: 9405.6900 f � Client: RENTON CONCRETE R£CYCLERS _______________________________________________________________________________ r Sample Data Location of Sample: CONTRGL MAY194 Sample Description: 3/4 MINUS I{ USCS Class: GN Liquid limit: NA AASNTO Class: A-1-a plasticity index: up ---------------------------------------- ------------------ Notes ------- ----------------------------- ------------------------- --------------- Remarks: ASTM C136/D1140 lop 00--SE: 67 OEG: 57 "1 92% Tested by, date: ML,S-24-94 Checked by, date: JSM,5-21-f I.R No. : 00251 Fig. No.: I Specification: NSDOT 9-02.9(3) TO COURSE A ---------------- ---------------------------------------------- NechaniCal Analysis Data ------------------ --------------------------------------------------- Initial After wash Dry sample and tare- 2767.91 2680.5o Tare 0.00 0.00 Dry sample weight = 2767.91 2680.50 Minus /2CO from wash= 3.2 4 I Ta{�for cumulative weight retained= 0 I +3a14ve Cumul. Wt. Percent Specification Deviation, retained finer Limits, percent percent 0.75 inches 0.00 100.0 100.0 to 100.0 ! 0.25 inches 1208.80 56.3 55.0 to 75.0 40 2451.20 11.4 8.0 to 24.0 / 200 2651.50 4.2 0.0 to 10.0 ---------------------------------------------_------------------------------- Fractional Components -------------------"---------------------------------------------------------- _ ♦ 3 in. - 0.0 Z GRAVEL - 51.3 ! SAND 44.4 = FINES - 4.3 D85- 13.55 IIeU- 7.112 D50- 5.029 D30- 1.6051 D15- 0.61165 D10- 0.34395 CC a 1.3320 C41 - 20.6716 �S 1 ' Oe/2tl/94 11:22 FAX 20e ISI 0220 EtlTRA9C0 V", R1011/013 1a �� ♦< - I PARTICLE SIZE DISTRIBUTION TEST REPORT f Soo ' 1 90 { 90 70 ' a , < W .Z. 60 LL = 2 50 W U W 40 t 30 i 20 � 1D 0 0.001 200� 100 10 0 1 0 0.1 0.01 j GRAI"1 SIZE - m X CLAV USC Test XN5 X GRAVEL X SAND 9 SILT 4 3 ON • i8 0.0 St .3 44.4 I SIEVE PERCENT FINER SIEVE PERCENT FINER Semple 1nf Of`.1•LlOn: •CONIROL MAy194 .. �.� • '1i • 3/4 MINUS 0.75 1000 40 11.4 A-1-6 . 0.26 56.3 290 4.2 GRAIN N22E D60 D30 1.81 H i I — Tested by: NL D10 0.34 Dnte 9 bV:: 4�� CUffFFICIffNTS Checke0 bV: Cc 1 33 onto: 5 24-94 r+ '. t Cc 20.7 AST" C136/01140 Io#.00Y ! Cort1HC•te No.: 9405.6900 LR No.: 00251 PACIFIC TESTING Client: pEMON CONCRETE RECVCLEFS LABORATORIES No.67 O96: 97 FF: 92X F1 No. 1 Dote: 1.-25-94 .` ,.. a..wnwnw.vpw•hru✓n.wn'.....::.atts..a.ar.m+...,:rvw.r.,«.rwr+w+w+nrFw-..�r.--�. � .�?,,.�. -k f hb�, 06/28/94 1S:2S FAX 206 454 0220 8.Y76A.YC0 EYG. t 012/011 -' lAGs 11 of 12 GRAIN SIZE DISTRIBUTION TEST DATA Test No.: 18 `------------------------------------------------------------------------------ 040�: 5-25-94 CL ,ificatz No.: 9405.6900 Client: RENTON CONCRETE RECYCLERS Sample Data ----------- ------------- ------- -----_--------------------_----- Location of Sample: CONTROL MAY'94 Sample Description: 2/4 MINUS - USCS Class: GN Liquid limit: NA AAS11TO Clasen A-1-a Plasticity index: NP --------------------------------------------------'--- ---------- Notes r ------------------------------------------S._------_---_--__---_--__________--_ ;. Remarks: ASTM C136/01140 lot.0o]�35: 67 DEG: 87 FF: 92% Tested by, date: ML,5-24-94 1 Chocked by, date: JSM,5-24-91 l LR N0.1 00251 Fi No.: 1 Specification: WSDOT 9.01(I) GRVL PIPE BEDDING -------------Mechanical Analysis Data---_------_------------" ` Yt: Initial After wash Dry sample and term- 2767.91 2660.50 Tare 0.00 0.00 Dry sample weight - .67.91 2680.50 Minus 1200 from wash= 2.2 % Tarifor cumulative weight retained- 0 .--AVG cumul. Wt. Percent Specification Deviation, retained finer Limits, percent percent 1 inches 0.00 100.0 100.0 to 100.0 0.25 inches 1206.40 56.1 25.0 to a0.0 1 40 2451.20 11.4 0 200 2651.50 4.2 0.0 to 15.0 ---------------------------------------- ____-_-----___ Fractional Components 'v ----------------"------------ ---------------------------- .. .. 8 + 1 in. - 0.0 % GRAVEL - 51.2 t SAND 44.6 8 FINES - 4.2 Day- 16.20 060- 7.226 DSO- 4.949 010- 1.9251 015- 0.63023 DID- 0.11075 Cc - 1.5488 Cu - 21.8776 t i d PARTICLE SIZE DISTRIBUTION TEST REPORT too 70 . ■®®■®■®®IIIIIIl ! I�IIII■■■■■■■INIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIII1IIIIIIII IIIIIIIIIIIIIIII■■■■■■■■IIIIIIHill IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIII1IIIIIIII1IIIIIIII 40 1.1111 ■■■■■■11■ ®■Mill I . ■ ■■ 20 10 'i;llllll■IIIIIIII TSat �. � X SILT SIEVE PERCENT FINER ®.v�� ■ ►���� ' ®�■■ LABORATORIES A e� 9✓, .,:.v A .a I - at 1 01 96 It'08P11 FROM MOLT TIVING. INC. Jr Z IP JUL 21104 Holt Testing, Ince CITY OF R NTON Dept Estimate Chem gq a Find^ gyro,: ner wane k ,rob Name NMI Awnoonment __Job Loa: Pie Dow: 07R1 Tine: Ot:b7 Phone: 37740t _-- Rewtd I: 127=1 Fax: 1SF 41 unn EIMKT*d Line IWm Ouantlh Pnee Of Issue Imeunt =- 1 =5.00 Job IM.00 Moblllulon 4•HSA 26 t10.00 Foot t260.00 St"m Glwnw P.enW 1 wo.00 Day 6140.00 Houny 2 $125.00 Hour 250.00 0.00 Sandra t t50.00 Each _.. uborSub7bnl 547L0o MA CRIAIg " aiiiN11 to $10.00 s.a tlao.00 Jet W Included Sack t0.00 MeenleG SubfaQel i/00.00 Pr000 manager' sumTTAL te7L0g Jltn NWdMrom saws Tax (20tpe67e4t saws Tax e.tOa 064.95 (20t)770-1420 Fu TOTAL lf71W7>< t7.gY.te_ i Off HOLT DRILLING, INC. Resource Protection Well Report ..i - Project Name-- — - -- Date Well Identification N__ County_ Drilling Method_. — __ - Section..---T R. Drilier---_ _ Stan Card_ License M—. L----- Consulting Firm Depth of Soil Log Components _____ Slick up. '- on Monument Casing 1. in Feet Type of Surface Seal__ Amount --- r ID of Riser Pipe Type of Riser Pipe -- O ✓� r; Am0ufd - Type of Connection_ Type of Backtill around Riser Amount —..--- Diameter of Borehole--. Screen Size or Type__--_—----- - Type of Filter Material-- - —v Amount— — I Remarks: L J _ter - _ HOLT DRILLING, INC. Reffwurce Protection Well Report 001) Project Name S&V w Well Identification If f/NKNOWA� ComNY Kiti(o _ �reLw Drilling Meth Al •,a/t/i SeMbn _ T Z3N R.�,_- Driller 24e/ r ilrC Stan Cwd_ 2 Z Z_Z—Y- , i y^O 8/ Consulting F'im // 'T /�+�.6 License N •� Tyt(V,",> awitf— Depth of ..,+. SON log Components ----- Stickup on MonutmsfN Csshq ' c c;..5 will, In Fast Pfz1vtr vti 141r�C'VV Type of Surface seal %'�+• f Amount ID of Riser Pipe - Type of Riser Pipe d-12 Amount /y Type of Connection rr Type of Backfill around Riser /L 7r�F 41/A'' r Amount d i /0 Diameter of Borehole J L � i Screen Size or Type— D II Type of Filter Material �y I Amount ✓ I l n i q ✓/ i n s '� l/C.d 7//y '`f � •✓/ //`/S ✓�dr' I� 7xsrr.e�rF • -.'� / .Yr 7Tr+rc. ��/ To (iP,L.:rrF f,y/l��Ldse � � ! ilY.KsYf,fi..�c i 7/ /f ir" i � =r.L�1 •�r�dr`Sf.�'.'7 �Y <a TESTING,�� c. Camwc,a.F�w '.ono GwW--d-v ^ , INVOICE BILL TO:Renton, City Of 200 Mill Avenue S CUSTOMER NO: 5155001 Redmond, WA 98055 HOLT JOB NO: 94283 I JOB NAME: Ne11 Abandoment JOB is $5481 s ttttttxtwtwttxwwwwwttttttwtttwxxxxxxtttxxwwwxxxwwwewwwx 1 Mobilization IS 225.00 $225.00 2 4" HSA, 23' L 5�7vnILL' L).00 $230.00 3 Stem Cleaner, 1 Day V Jr 100.00 $100.00 _ 4 Hourly, 3.75 125.00 $468.75 Materials SEP 2 S 1994 5 Bentonits Fodor, 3 Sk CITY OF RENTON 10.00 $10.00 ! 6 Cement, 3 Sks Engineering OepL 50.00 $30.00 V 7 Jet Set, Included 0.00 COO ^ c J , i $1,069.75 MGM O0FY: AOOOIM'IM DIPLICATS COPY: RICK HASISO S1r1S0.98 r 1p ' � X 1 1 CITY OF RENTON MEMORANDUM DATE'. June 7, 1994 TO. Rich Evans, Project Manager FROM'. Rick Moreno,Water Util!ty SUBJECT: Approved Materials List for Park Ave. N.Watevnain Replacement i Currently,the contractor has failed to provide a complete list of materials intended for use on the subject project. For your convenience, I have compiled a list of unknown materials needed for this project not yet re..e ved or identified by Scoccolo Construction. APPROVED MATERIALS SUPPLIER MANUFACTURER -DJ. ,or C.I.fittings -18"/24"Butterfly Valves,and Vaults 8', 12"Gate Valves -5-114"MVO Fire Hydrants -All associated fittings/matenals t for Type II servicr connections -All associated fittings/materials for 2"service connections -Meter twxes and lids -16"Vertical Cross Fittings -1'Combination Air Valve -5/8'Crushed Rock State Pit No. -Bank Run Gravel/Trench Backfill State Pit No, -Crushed Surfacing Top 8 Base Course State Pit No. -Asphalt Class 3000 MEMO DOTS i 1 pro. t jj 1 t) CITY OF RENTON Planning/Building/Public Works Department Grepp Zimmerman P.lL,Administrator Earl Clymer.Mayor R July 1, 1994 I ' Mark Scoccolo vScoccolo Construction,Inc. '1825 South 154th Street Seattle,Washington 98188 k RE Park Avenue North•-Water Main Trench Dear\lark. The trench for the water main will compromise the outside lane concrete panel from N. 4th Street to North 5th Street. I am directing you to remove the full width of the concrete panel at the joints Sawcutting at the joints will not be necessary Payment for the extra pavement removal will be made under bid item 305 for pavement removal. Direction on what to replace the concrete with(pcc or full I depth asphalt)will come after the concrete is removed and the subgrade is evaluated. Sincerer, O Richard Evans " Project Man^der 1 200 Mill Avenue South-Renton,Washington 98055 TIISr.\rrlliO�TAI\i f1YeL�V(IIn NARMML.IM mST VwSlMF11 _ '-'—• "_r . na�.wnrar+�-•... �v 1 F. 07i06i99 09.20 Q 20G 242 0702 tiCOCCOLO cUNtiT. ® 01 %%C1WCVL0 CONSTitINMON, INC. fliumaf Coo/raerers July 2, 1994 Mr. Richard Evans, Project Manager City of Rmton Public Works 200 Mill Avenue South Renton, Washington 9R055 Serial Letter No, IS RE: Park Avenue NoAlc Improvements Bronson Way to Garden Avenue Numb FDA "ect N 47-01-03375 PROPOSED I t ATION OF WATER SERVICE PI . ;'TILILING "11OLE HOG" METHOD Dar Sir: is We intend to install the domestic water service piping in accordance with the contract requirements. No open cutting of the r ..dway will be performed to install the copper tlomeatic water service: lines unless an .pen cut is necessary for installation of larger utilities. We also intend to utilize the existing service pipeline and pull the upper tubing through the sane void as the existing service pipe where possible. In situations where this is not possible, We will bore beneath the tuadway with a properly sizzd 'hole hog- device using pneumatic power (Air). Jacking and toceiving pits will be exaavatod and shored [if necessary] prior to the jacking procedure. All excavated soils will be stockpiled, and m installed in the jacking and receiving pit unless directed otherwise by City officials. Immediately following the jacking operations, the copper tubing will tar installed in the created hole by the jacking device. The copper tube shall he tightly capped with material to prevent foreign objects from entering the tubing. The tubing shall then be properly connected to the water setter and the coup. valve completing the installation. City official% should he or site during service connection operations to allow timely inspection of the connections prior to hackfilling operations. Enclosed is a typical jacking and receiving pit diagram illustrating the size and depth of the excavations. If you have any questions regarding this natter, please contact me as soon as possible. 1a26 SOUTH IM 1H STnrC I.Sr AT t I,WA"1"-(2091242Uti00 Equal Oispurtumty t mntoror L gA6/W tY't7 V 206 242 0792 SCDCMW CONST. fQ 02 1 ,fx A•,pti,+n it ��-�,, �.,,, I JAt Kt M11 AL fg t "�Pi"fit- rLy�_ Li!rtr.!.a e� I�f n'wv 3: vL I 1At.w lLr' V Atf2 - ` YYpltni_ x.���, ll,u A � f 1'pPOSfb S,P.M yrll/N \ I' .. \ .-...ZD MNfT Ili WAtI[.]Q� VVJJ� L �, 1 I 1 _ - t Q .>~ CITY OF RENTON r1 Planning/Building/Public Works Department Earl Clymr,Mayor _ Gre"Zimmerman P.F.,Adminicln4w July 20, 1994 II i Mark Scoccolo Scoccolo Construction,Inc. (. ..,. 2825 South 154th Street Seattle,Washington 98189 - ,i RE Park Avenue North Improvements--Serial Letter No. 21 Dear Mark: The conversion rate at 1 25 ton/cubic yard in Section 1-09.2(5)only takes in to account the expansion L71rnr of the material at approximately+36%when it is loose in the truck. 136�y=1.2 iron/cy. This is not a cost savings. Please give me a per ton price to use with the 1.25 ton/cy conversion rate and the volume rr,e estimated for payment for each truck load so I can determine the cost savings At this time 1 do not know if the material will be approved even with a substantial savings because of the shoreline management issues that surround Barbee Mill The issues are • Barbee NO has some shoreline management issues that have not been resolved.• �,;• Purchasing the material would help Barbee Mill comply with some of the Shoreline Management issues(removing the material off the site) • It is not an approved State Pit which causes s,me reservation regarding consistency and quality of the material. It is a little out of specification in the top end which causes some concern as to when as where it can be placed(short lifts.compaction next to rigid pips,etc.) • It will be placed in the aquifer protection zone when placed south of North 4th Street. { • Actual cost savings to the City Vs the above issues. { r I point these out so you know why the decision is taking so long. i Thank you, Richard Evans I Project Manager I C. Mary Kura �J 200 Mill Avenue South-Renton,Washington 98055 . a xY �Y �_• i1 '_ ;::y F :N NGLT TESTING INC �µ41 vi N v JUL 21 W4 Holt Testing, Inc, CITY OF RENTON Eroneoring Dopt. Estimate i cuent Oft 0 A~ AM: Not rrw Job Nam*WON AWrld4nrnortt Job Loa. Rwavn Moord I: t47a701 Fa: >f & MT unn t'.a/•ndbd Une hom Ou�n0b PrIM Or 14w� Arn0unt MobNlr4 — 1 SM.00 Job SM.00 or FISA 25 810.00 Foot "N.00 © Swm Gwnw Mental 1 $100.00 Day $100,00 Hourly 2 it$5.00 Hour 3SO= sonctb 1 W4.00 Emrh _ Moo uuor Subrorol s876,90 " MATERIAl9 " 10 {to.00 sack $100.00 0~ Sa:x 40.00 JM InaMrdod �kIM. r.e.r+wQubroW t100.M Pro1M Mfn404r Jim NWdwkom 00"T ��� .!. (�I6/F74" 0r4�Tax 4.101r. u p0.M (20e1770-11i0 Fu TOTAL l�T1r11TR t1.0f4.M J E t ,a f . 1 CITY OF RENTON MEMORANDUM DATE: July 21, 1994 TO: Rich Evans FROM: Rick Moreno 1 SUBJECT: Use of Gravel Material at Barbee Mill I have been approached with the request to use existing stock piled dredeged material at Barbee Mill for use in the water trench on Park Avenue N. Speaking for the Water AN portion of the work, schedule C, I have the following comments: The material specified for the use of bedding material for ridid pipe shall be crushed, partially crushed, or naturally occurring granular material conforming to the follnwinf gradation: Seive Size Percent Passing 3/4" square 100 3/8" square 95-100 U.S, No. 8 0-10 U.S. No. 200 0-3 Sand Equivalent 35 min. I All percentages are by weight. Bedding material for ductile iron pipe may be select native granular material free from wood waste, organic material, and other extraneous or objectionable materials and shall have maximum diminsion of ? inches. To my knowledge, no evidence has been presented from a state certified Iuboratory which would substantiate the gradation requirements based on the above specifications of the materials at the Barbee Mill site. Per"JSDOT spec. 1.06.3 (see pg. 1-38), It is required of a contractor to obtain a manufactured certificate of compliance as an alternative to a material inspection and testing. Since Barbee Mill is not recognized by the state as an approved manufacturer or state pit site, there is no oppertunity to establish a certificate of compliance. k r� J I� J A i4f 4 T71- --yay,'R::...3�q`4"�`�"�.. .. w n,."M"i''yC4.Y}✓MY. � July 21, 1994 Page 2 Because a ralority of the project site is within Aquifer Protectior Zone One, the material at the Barbee Mill site sould be tested for contaminants and organics. I am unawhere it this has been done. If not, at who's expense? Because the contractor has already received permission to use a state approved site, why are we entertaining the thought of utilizing questionable material. If after deducting lab tests and other associated costs, the savings would be minimal at best. It is up to Barbee Mill to meet the State Specification on the use of this material in order for the City to give credence to its request to be used in this project. I i MEMO.DOT;b 1 A i j lY i y ely y .T. :11, I +Its s� a c C'­ism I CITY OF RENTON n MEMORANDUM DATE: August 2, 1994 4. ,. TO: Richard Evans j FROM: Rick Moreno SUBJECT: Request for cost for permanent blow off assembly and deletion of work 4 i r I am requesting Scoccolo Contractors, Inc. to submit a change order, lump sum cost breakdown for the installation of a permanant blow off assembly as show on the 9enton Standard detail SP Page: 8105, The lump sum cost shall include sales tax. The second issue I wish to address is to abort the tie-in connection at Sta. 24+04, Lt. 22' to an existing 6-inch watermaic as showy on Sheet 12 of 66 on the construction plans. This will require the contactor to cap the newly installed 8"xli" tee at Sta. 24+24, Lt. 22' We wish to direct the contractor to install a 2-inch permanent blow off assembly at Sta. 24+35, Lt. 45' in its place. Please direct the contractor of this requested action. I . . i MEMO DOTibh I e MJ `M y tr i ai5 tll�ti � . ___. 08/04/94 11:55 79 206 242 0792 SCOCCOLO CONST. im 91 t SCOC,410144) INC. I � ti :august 3, 1996 Mr. Richard Evans, VTnlect Mana-mi City of Renton Ptd tic Works 200 Mill A,,enuc South Renton, WA 98055 Serial I xner No. 29 Re: Park Avenue Nunh Improvement. Rrumon Way to garden Avenue Ncnh EDA Project No. 07-0I-03375 ADDMONAL WATER RLO%%'-OF?:: 5 Dear Richard, 13nclosxl please find our price to inuall one hlow-aft aP Ile- vow yw•od letter No. (106 dale+i August I, 1994. It is our tuxkmtandiug that y wi are Tcqueerng mwuher blow-.di tn• placed at ? approximately Station 24 t 27 f5U' 1:1) neat the uterseeton of Pat Avenile North un.l North Third Street. �l The price to Install a blow-uff to accordance with Rraon ('its drawing No. 0RXSA t. S1,R93.N). per each. All cutting anal patching will hr land at apphcahic unit contract pricey If this is acceptable, plead• issue A change prom at - anc VMT eCxl epn VCllietteb. We haVC ed enclos a cost breakdown for you review. It ,you have any yucslw n,, pleas•call me. Very truly yours, SCOCCOW(:ONSTRUCTION, INC. Mark Scoccolo Pnijcet Manager MS:ms _. '. ce: I-at Scoccolo, held hu kL ai�.l•. -�jna. -.. _._.__� Encl: Wuwot7.xis . , t,' ,s a, OZ2 U•OUTH ltATH^REF I SEAT lE .V/.'�:•••u. Cqun Unn:nt���r k:;w'a,:a r T ._ 08i0V91 U:57 4 206 212 0792 SCOCCOLO CONST. 02 RLOWOFF ALS © SCOCCOLO CONSTRUCITON,INC. PARK AVENUE NORTH IMPROVEMFNTS 0LOW-011' PRICING ESTIMATE 4 HOURS 10 INSTALL llFH LACK 1 ABOR PRIG( FKT PIPELAYLR 4 3b.00 14000 PIPELA"PR 4 3500 140.00 FLAGGER 4 35 00 14000 FLAGGFR 4 2800 112,U0 OPERATOR 4 28.00 11200 OPERATOR '4 32-OL1 128.00 SU810TA1 '/: 0C MARKUP 1!.4 40 `{ EOUIPMFNT 1 RACKHOE 4 44)00 160AW PIPETRUCK 4 1200 411.00 FLAGGING TRUCK ♦ 12.00 48.00 SUBTOTAI 2Fo.0(1 MARKUP 511�1 MATERIALS MISC PARTS FITTINGS 550 OL. PER N.U. FOWLER QUOTE SUBTOTAL 650 LX1 MARK UP 11 U.00 I.RB: 6U '^ TOTAL IF �^yr S i11 Y ' .y S �. t Rick L. Moreno From: Lys L. Hornsby To: Rick L. Moreno Subject: Mr. Wong - Park Ave Pub Date: Fri, Aug 5, 1994 2:15PR Please make sure that Rich Evans knows that 1t is alright to have Mr. Wong's irrigation meter deleted and have both domestic and irrigation service off of the domestic meter. Mr. Wong is concerned that the irrigation meter will be replaced before the contractor gets this instruction. )C vf\ t l iaye l �` i k I ,a� uII 4 i M �n✓1 1 1 SPEED LETTER- P.gr �oec�co PA ee /vF Al - i fix:= W,or�;Ua tu,� r1 �I�ss•ai�rr MISSA« ��/F�L,E/IS� /�GAc� .P�,✓ ANO L.iO E,E ,E�IC/./,8t/i7.E.�rL,r - Yfi L y1t 60A oN 10-114 A16W //e `.O6Z.45T 5T �i Sr i cASY A r«Si u�y IAI LGPY• R. 1 G1� ��/Z-/Z• 9SL S�to nro v _DM SI NFO 11N01f.pIM N W{11(y1N Y111(M 11 W,ylNp Kll�f1•Mp I1N[C(1%1\ L_ � Loucks Test"Laborotod",ft. NOS NRrrw. S ttie.WA U100 WATER BACTERIOLOGICAL ANALYSIS { sAwLE COLLEOTm nEA0 E6itEE.nOW ON SACK OF OW-44 oCOPY ■NI.Er1.. wMEaNPREE swmpb ATIP REMYd. ahrEcoulcm MEfbLt&1E0 COIXRV bRN trT RNl �_;� ❑W Fr kiAYC7 _ .wPEOFMTEM IPMCEmw.cconETE: I �o j clw w EOF rETEN "c z 55z4S � lKwGLOfJd10NFRE1ESE1111EEUUCIW T0.EPIIpEIE1 � ENAPIEOOELBCtWEM SEIEIN EFITTd�lOF11E1N10R�It�F�F) � Amiv bulzc. K 'j OJRMr"-E ONWNOM uoEUMACEFiIUENCE I ❑.�Iatao ❑EF"N0 ❑FUN ' �IOElEMTE7N � REFanTO LnwwNTMNAEEIE.wE�wq t+r ,��.tyU1tEPlIJfT ' 11 — ;�rrT M 1 L l_ Au E SCUT Fi _ 1VPl0 EMS tEIE�NErwNNNMl1 ❑ , ONRINMPNEMIM_11Y_FRN Famed ❑LMENIIENGEIN j ❑REPEAT SWPIE `41 I1.,nR raYlan PMN1� W E �MwS STRPMIER EWO.LI W EENOOPNN NEVI CONSIRUCIEEIIRiMP3 LJJ �Iq�YidF�. OVER ISD.IA W Y*OMq�EEEOEIEIM ENYL/ ❑UMII AMMI,O.ERN.Pw tMTE IIEPFAT LCmp PIE [] r E.00 OeEwn I � g TEW PMIE Fa.�N OTNOILAMORR1011FE OK" _ TOTYcawom—At o EOOu A./IwN FECPEomwoMt_IIODIN PLATE COUR_EN YgNER SMILE REOUWEO SNIPLE NUT TEETEG E uw TEST UIq TABLE AFCIAIM ❑SNI'W w �1 CmEUN w— •❑'NpWOIYM E71NTC IiNPFI.NMn 'J lueE CWn SEE IYVER4E SIDE OF GREEN COPY ipl EAPlIFN1gN0f IESERTS WN?(r EIEITN MR IEEtiC(nEp MCINIO� . O iI J, �$ 1C 11 OIR.INP w _ wAT[n sUPPu[R cuvr l__ J I Loucks Testing I-Aboratones,Inc. MO S Homo, WA;,118 WATER§ACTERIOLOOICAL ANALYSIS SMrLE CUULcnoH RFao E$1RlIGTg160N MCS OF GOLDDMO CM W IWEyrpNpRP PN RM tDONO e,OWrWN Well" rPIPPw. DATE Comm F LLf�cw/�v COIMi'/NIME ram w WN :31 •�TMO,FDrPETEff WPUBLICOV01MLOOMPLETE' 'C] Lo.W / G 5 ° twEE OF S"Tm woq e,j G45 rewc tWIWtE rtEGnLEe1EETnEnnttu2 _2(o�flo t5 . A,-6t:iAt5 WAY iW M*4(_ L—. — I aw+LEoo trr:Pr.t T/eTH10WIETMtOR:plm+Pl Pn IEI { J I E D OEN ttlW ffma WPGE rEROBtCE �]wRPPCE ❑W�aLPWiEtn �x"'10 ❑VITE W iON I aewxvatTTarWtwfNr.W1.P.wEWa.N 2�a t-4111 Aue Sour R...Wr 7�WKAT�MKE GWWR. t JioNew W..WNr IWt pEr _ (BMW gplrM:f W�TEP $pWafl$l � � �r �lEW CONSTPUCTgNw PEPMW9 �- Cede OMER ISpWNI RVV MS: emuraan oes"'es"trwLn p uttMTmPPcraW..coErrMn.W++n W �,,,; E.OWONM+� �PPd WIrL REgM1ED H HW PNPWO L 1 TOTKCIJIMOtU,[=nma E.CW A—two FwAti tr01ME—mai PLATE COIMT INOnon sN!!E PEQNIEO y,y Mmmmwscmw TeSTIWBUI me WAM t 4m1 tRONN OTMfNTCNn+VOMn ❑T+PIPt[WNN ❑EpNEpna ESEER RM SIDE O GGWEN W W fOR FSAAMI+W p REWs 91: jvn,ff MO rWuwEon �r. `4 NWNN PWrME Wb SUPPlR SUvvUER Ctmr /�F��\\%`\ STATEMENT OF INTENT v.e..ela wye �J ���% TO FAY PREVAILING WAGES W>mpu WA pa50a45W Public Works COotPYCt THIS FORM MUST BE TYPED OR PRINTED IN IN*, (' _...��,__ y - yr ) a •. . aa" $25.00 Filing FM Rpullyd woe,mla r..r...r.1d,91.al.11r,.m e.rA°r lw,o 2 1 A°f.. ... rr..wri.+«w.rer.�r«r.rrrar.rr,+.r..,..r PARK AVE. NO. IHPROVHEN CAG-94-029 ALL FOBMS WILL SEUAILEO TO i TMS ADDRESS 1 werr.�ee r�a).r.•zv'' ITY OF RENTON 0 MILL AVE, SOUTH SCOCCOLO CONSTRUCTION, INC. bw 2825 South 154th STREET RENTON A 98055 ( SEATTLE. NA 98188 KING " N — SCOCCOLO CONSTRUCTION INC. 1Oe�'CgLl "Lk ��«..or�r.00,..el.n pwur ' Yr W Y. K 1ndK\r u.W mlln rn°In.°l yow m.aee � }' 2,992,381.06 Rue M Re.a 11°u.y Berard k m. 7 Cntutred Jacupuian 4 Ifal.y RY 5 r„°o Rr.m 6 r w.a.e LABORERS: Pipelayer 18.87 4.15 ' ..................................General taborer.. . ._._._ ..... ..........18�39'......,. ._..._....4...15...........: Flagger 13.71 ' 4.15� .r �6. .. OPERATORS: Roller ^�L - 19.15' S )l Sackhoe Under 15 NP 21..25—.._.. Dozer D9 Under 21.25 5 51 _ oader. . Under.6 Yd.. ..._.. 21.61 ............_.5 51__. j._—.__S...._....._...� Grader Finish 14G 21.61' 5.51- _..._......._...__....�..........Bwckhva_......Unde2.._75_.BP......Andes_14AL....1..........21..A.V .............141'........._:._._._.�_....._...._� Scraper Under 45 Yd 21.61, 5.51' Undez...6-1d...... . ..._...22..05 ..._._.S.51r......__�.�_.._,__..,__� TEAMSTERS: Solo 30 Yd i 20.06. S.20 Lowboy_.._ _.*0 TOb .._... _. .___. 20-.62 r ._.5.20' _;_.. 6................ Truck 4 Trailer 16-20yd/Belly Dump 20.62 5.20, I M.anY.wy YW Ir tlwa Wmn.uen a mwr uM Nn,Y M,n I 8 C�Y°'1°" SCOCCOLO CONSTA&ImRUCTION. INC. W,e.lWO r r,lrti\r.ie IN..u..t s.v°.i..°I w Jyvnmri „ w..i..•.. m.,..1.ff. � 4 wa aai.m.�..�e� 2825 South 154th STREET nr.rl a p...W.Yr.c..w repo wo vJlM nyrm.opY r)rd.V«rrwda aLN"Ilm0 7 NOTARY: t..rplwa.e/aesWWn1\Ib eee4 SBATTLE. WA 98188 A'!':.A"d ppp rre reiede\: rwunlron/98.v"r+on (206 ) 242-0633 04/25 SCOCCCa_ � Awry'dA;N 4AIR ro.e.mr �p ,d �h' Au74N ae`4t PAYROLL 4 F.LAI U.OW, APPROVED: Depulmcnl of Lable and indusmes ` RECENIF(1e ) L�( MAY 93 '94 MAY 19 m9 By L 4 mAi Ar.uru.e.• I r«°.rm�«rr«.b M) erW,�. 'YI...•..a,\"rq r • W .Y\.Rd('a•.r a.WrW-a\.r.� off« J INSTRUCTIONS TO COMPLETE THE STATEMENT OF INTENT TO PAY PREVAILING WAGES Incomplete forms cannot be processed and will be returned without approval., d i This Mel mast by TVPED OR PRWTED gt thin odmpuled in 1%anbury,and W 4 mile,subtre lee WO rw prdpbeaM tee of$25 00 b. y Note: Please fold in thirds I using marks along the lea edge so the address will show in ■ MANAGEMENT SERVICES window envelope. DEPARTMENT OF LABOR AND INDUSTRIES PO BOX 44835 OLYMPIA WA 98504-4835 ApPrwr 01 Cis niter My W timed on the Wftm Wlpn(1w by pre cMbacbrRWmnsacbr It Mont rot agnlfy xoorovK of Me CIMNr1<abe x al Yba man by res oontracla/su WmtacM. AIM re,W44tW SOmtr had approved pre SMM of Intent to Pay Pssrehrrg Wage,,ren 41Pafbllefrt wN Meta 3 mPes b ire orpr9aatlpn nnlsallr on the form Pne,a oa 1206)966511511 You have aYe,borw MITE: salsas"fb reel ses are Can form in me,Oft*N tlr'Aw kq Agenay'1s is OMrW Mn1y. COMP WW"Inner an Wtl . NOTE: Nuennsrs on 1nsbWnons nuts tarp bola nasonts on Intent of term. 1 Tire company name dmn aGae,f b amadr Yaw terms mrouM W mand • R.Jrst Nam. TM name d rs propel Coneacl NumWr TNs 4 Ms nimbi a M 9dnbaN rorwean par awardlrg apuncy aW Ter grass coaraaa Contract Awarding Aganolr-Thal,u Me now of M Wbc agonq sul awarded the mnbaa la M on"Con once. Address,City,SUB.2p M Tym a ire assent d Hte obntract awaldnq agarc'y. County whets work wsa perfotmad,The n pre odrmry in worts Me swan was will tea pmnrmen Clry wMn cork wee pmlormad TMs a rw my M whM ore work w111 b pplamW II pre wa\wa b Inrlarrrad Wnrda M kMb of any Itil WnW-NT In m16 I. Bid Co WIe vo 1s thu den Tel Via bi0f lean oases Wntra<bf wwb des b sutimwvon M!W mnba[t awmdap nppay. Data Conlrafo Awarded TnN a Via daW the Cmrract was awaded to m+plmo mnoacbr n M awbdap aiprcy Prllro Conhaclor Tf,rs 15 tW company tbt Ngred ma ccntua wlT ere mnn:Yn awareing ayprrry Do yW Inland la YM aumontncbnT Indica0'vi,<a•tip Do You inland Io use appineenessy-Inorsabr-Yam'a-tire- It-yes' Pioaee sex hom al tW bunan of this paper N TE: WupBr aR YM In 1nry tl�n l�.,y Uap':11 py'Daw DMM1KI AWe1OOf."is tr n1G1C19W reps Bkr..Irp d0 PW Gale.wa90a Wq Ea ONW Mmnl awed dlW 3 Int oath efafpkaarromupatem of wakws to W OMPloym on ma Prgvq. II Ails n ruaidnnlNl,IaMerapa.or undefgroun r sewer and water owwbOCbn.pease craw so on Tor Mrm - if Mararg entnevis and'o,boor Masses wJl W Orono,Cetulon Me ryM'aW Iwr Me firs a rand uWe'a aw u9upmMt 11 MB wcrk will be MIken ed by Mene partron. Stale -0ener'Jppralw-uniss,nN'Cor n'se<I.. till secb.,4, 5 es,6 road nor W mflrDnnd (IMNnuan was awn leab Tan 30as of Me mnrpony me nor CQnaAKen M m owrrnrsrapwWwa.eW must b paid pevaarp wage t / Enter tlw rate of bdelly pay far eatlr aattbaow'omspamn CtffiSbtJbon Tyas 1s Ter wago you wd acrapy pay M tln wakern 5 Emir Me ran of Worry tinge brnulda The is Tor coat or hmge mnollp as dohrWd by ACW 3912 010,that You*IN V,"Iy My to are WYlble The amount hated an'naln 01 HOYII y Pay'pus Me amount la&d Ion Yule of Iio sly Fnnge Burofn-.If any,moat Kp1ai or Cioni fir perverting ran of woe 8. Enlw me esomand numpK olwphws Mrexn<lattibamnocq.patio^. 2 'Notary'-EMU1e the area a mmpWheY hlbd our errs patrr me,natarlied a Indican your conrpaell ran— address,proles numb,and the spnabn of an auTdN6d nepoa oV. Forme w1D10al shipment V a b9 natures,. sra NOTE: Do not bkt apprentices or apprentice wages on Mrs Statement of intent II you on sin to use InduStrlal SWUstWien e{VIIMItime an rn'prgacl,they must W Of"on tho Anmavll of Wages Pas(F700 W?00o).are,mfi ssai n ESAC Dmmon 4 teth the Washngton Stall Apprnnuceshqb rind Training Council Any eforkars rest nrganred as awn mil be K)Box 44540 MVI plwaoinq lr+uPlaYman wages Appentwea not reglSnrW with the reaehingnn Site AopenticaaMP and Olympia WA 935 4-454D naMrg,Counpil wrthn W dns of fining,most W WM eVMj,nq Iminoyman wage,Ip re,cone pemdirp fin (2%)956-3335 dab of repwtiation To Yplry m spprentlmrip Milasmm ano antes.call(2o61956 5324 1� J PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS Pt1ASE TWO t EDA 07-01-03375 C.4u 94-029 t i If( PUN EST.II TO DATE BID ESTI1 TO DATE BID ITEM BARS UANT-P OUANT-I OUANT-TD UNITS ITEM UNIT PRICE COST-1 COST-TO COST4 CL 52 fA1C11LE IRON PIPE idi WATER MAN.IFxpl 1 318 34 2817 2740 2740 LF n W wcrxE w PWS FOR WATER 1%,M $60,00 $164,400.00 $169,020.00 319 3A 2 1 1 EA GATE VANE O-INCN 450.00 150.00 150.00 $900.00 320 34 11 7 7 EA ate VALVE awoT $600.00 200.DD $4200.00 $6,600.00 321 31 7 7 7 EA 9217ER19.Y VALVE WINCH $1680,00 $11,750. $11,760.00 $11,760.DO 322 34 1 FA a IIERRYVALVE24. C $3450.00 $3450,00 J23 34 7 EA REMOVeISRLVAOE ExISTINGRYp T $1000.00 T000.00 324 34 1 8 1 EA RESEfIMR)Ex1aTING NYpUNi $3500.00 28000.00 325 34 1 9 1 EA NYOAANI ASSEMBLY $1,800.00 116.200.00 326 34 1 4 1 EA IREMONEEXISINOWATERVALW 5200.D0 5600.00 327 34 7 EA REMOVE EXISTING WATER VALVE sCIt SIO0,0D 800.00 325 34 4 EA CONNECTIONS TO EAISTRIO MMH! 1200.D0 10800.00 329 71 1 EA VERTK ADAISTMENT AT ENSIeq UtaNY 100.00 00-pp 330 34 70 EA sERVICE caNNECTnxr TTlren 100.00 8000.DO 331 >• 8 FA SERVICE CONNECTION 2.WwouM 1400.00 11 .00 332 34 S35 10 10 CV La611IrAlAE EaNOAtxN ExgvArxN eNOLIxxNO HAu $10.00 $100.00 SIDO.00 350.00 Total No Tax $320 922.18 $320 922.18 576 996.50 Seka Tex: 26 315.62 28 315.62 $47 313,71 To1e1 W/Tax: 5347 237.80 347 37.80 1 0 Total We Tax: $551,772.11 $551,772.11 $2.945.067.35 Total w7Tax: $578,OS7,72 $578,057.72 $2,992,381.06 Retalnaye 10% $55,177.21 $55,177.21 S294,505.74 I Pay 11"Estimate (90%EarrkW.Tax) $522,910.51 $522,910.61 $2,697.674.33 l IiI I T 1 PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 PUN EST.at TO DATE BID ESTat TO DATE BID ITEM BARS UANTA OUANT-1 OUANT-70 UNITS I ITEM UNIT PRICE COST-1 COST•TD COST.B r sGEOULE nCON0lllt,PR,` 193 60 115 LF 3,IW lE EnCaNatAT.IW a5.00 $400.00 194 60 20 LF �awEOIAE ncaraar Pvt 20.00 $ 00.00 195 60 1 20 1 1 1 LF arO-awEOUE ncalloulr TYC $20.00 $400.00 196 60 1 76 1 1 1 LF r yr saEaAE M1COIAIAT.PVC 5.00 $375.00 197 60 207 LF Err2-ECYEDUIEncaruuT,we $3.50 724.50 198 60 340 LF rEONErAAETRa01OU1T.TIC $4.00 1360.00 199 60 150 1 1 1 LF Yl?ecNEaAEeocOMouT.PX $5.00 $805.00.00 :. 200 60 161 LF eeaEOVtEncowlar rAn: $5.00 58 201 60 2690 60 60 LF IRENCNANOIM a 3T 00 $420.00 20.00 16630.00 j 202 60 24 1 1 1 EA AINCTA]N Teel $200.JU I54800.00 203 60 18 I I I EA AmT10N lymo S300.o0 I I55400.00 204 60 1 0.05 0.05 LS PERMN+E*+r aRMAw $2 500.00 S125.00 1 AO $2 500.00 205 60 260 LF ♦NCII PAINT TIMME $1.00 $260.00 208 60 19/0 LF aEAAlrusicp+oaswua aTRae 2.00 $3 820.00 207 60 235 LF xTNw M6TIC elan Bw $3.50 $822.50 2W 60 22 EA nASTp rRAEFM:ARROw 50.00 t 100.00 2pp 30 1 LS IMnPEnrr RERTaurgN 10000.00 f00:0.00 210 30 1330 CY wgATAErrfgaAfAT1aN EAMW,r1aNw.u]WMVA 917W 15960.00 TOWS: 6185987.93 5165.897.93 51850890.35 CHEOULE C (Watu Ut6ty,LIMITED TIS) 301 34 1 1 t LS .« .A•Ap S20 000.00 S20 000.00 $20 000.00M$2 102 34 1 0.8 0.8 Ls omIRAc:lm aPimlyn S10OWDO $8000.00 $6000.00 303 34 1 0.75 0.75 L9 TwsFicamrim t 0000.00 $30000.00 $30000.00 304 34 1 L3 REMOvuvarRucTurlEaAwonlRucTuw $90000.00 305 3, 21411 2307 2307 SY PAVEMENT REYOVu s10.00 523070.00 S2J OT0.00706 34 4600 1171 1171 LF sAwcunan PAVEMENT s1.25 1976.75 51976.75 307 34 1T0 2.7-1 62.7 1 TON I=omm 10.00 1 $827.00 "27.o0 $1700.00 308 34 250 970 970 91 CY RTYDwAr EzuMTgN r+rauawa NAUL 518.50 s175.00 S1T945.00 $4625.00 3D9 34 1 0.75 0.75 LS ENORrgoR EAIM I:AuvATlw cusaa $t 000.00 1 St125.001 51125.UU I 31 500.00 310 34 1275 631.15 631.15 TON lc u su,,Acm TOP wuREE 8.20 5 5.17 5175.43 10155.00 50.00 311 34 550 TON ASFINLICQCRETEPAVEMENTC li 535.00 $ig OODO 312 34 20 TON wOENTU AagMircoNCRErePAVEM-Nr cusSe $ 50.00 51000.00 313 3/ 2685 2618 2818 TON GRAVEL aarmOW INnuoINO NAIA 0% 23 957.00 23 953.00 $22 822.50 ]11 3• 60 TON a1UVEL 8AP➢ELFaRFOUNDKT C1 A 10.00 $600.00 315 34 1 LF Im wo,¢r.E waN PIPE FOR WATER MAIN awI DIA 1 $52.00 32132.00 JJ 316 34 276 190 190 LF a 6t G1CTAE PION PME FOR wArER MArl aww oM 528.00 1 *4 940.00 54 940.00 1 $7 175.U0 1 9w J ..1 r 4y �M, i 1 PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07.01-=75 CATS 94.029 PLAN EST.Ml TO DATE BID EST ITT TO DATE BID ITEM I BARS UANT-POUANT-1 OUANT-TD I UNITS ITEM UNIT PRICE COST-1 COST-70 COST-0 GtGI GSIN IYPEx)xW10MM. 153 1 40 1 1 1 1 EA G1CH SASW trPE x sM9cH OHM. Se BOO.Oi 1 1 $B 800.00 154 1 40 1 6 1 EA WStALL COIIDLL)DN E%L91WO GIp18ASW 150.f0 1 1 $900.00 155 1 40 1 10 1 EA 1ADusr Glw GSw 50.x0 82500.00 156 1 40 1 ♦ 11 EA ImDAmw MANom $30000 $1 .00 157 1 40 1 28 EA REMOVE F,Esta10 MANlDIe GTa OR MET $151.00 $4200.00 1 158 40 i EA RELOGTE utwG9x $4�].00 N50.00 1591 30 1 760 1 Cr IT.WAY SOL MU 6_0.00 15200.00 1� 30 110 Cv BATw Mua '.20.� 2 2W.00 161 30 83 EA FSPS-FRAYIMISGrcARPA�IAnvoov YwY A 225.00 18675.00 162 30 709 EA PRIFF-9ENn7-x DAL 510.00 $7 090.00 .I 183 JO ♦177 EA PEIPE.IIRDJQLOVER�.MA-JI POT .30 $9515.10 1W 30 49 EA TREE WELL S1UU.00 S♦900.DO 1 165 30 1 L$ MI wlm SYSTEM C01NLE1E $40 0DO.00 0 000.00 166 40 4250 LF CEIMNTLY116RETECUR10"O"TTER-WHOGHI .5o 27625.00 167 40 4790 LF cEMENrcwcHErE cureAwlwnER-�HDOHt 56.50 $31135.00 168 30 2 EA SWDLE TAU 9TELIER FOD7Mxi 500.00 81000.00 169 30 ♦ EA 1%AI9�^S9IELTER FDarvID $500.00 $2000.00 170 60 1325 LF DowELEO CEMENT mNCNE1E 1RUFpcu+B $7.00 - $9275.00 -- 171 60 432 LF TrTEceLnu lavFA:wRS $6.00 5 22.00 172 60 49200 LF IEMFdiMIY PAVEMENT MAPKWa 50.10 920.00 173 60 3700 EA RAMi MVEMENT MARKER IYK 1 1.50 SS 550.00 17♦ 60 520 EA PAISED PAVEMENT MMItER 1YPE IM S2.50 1 3DO.00 175 60 57 1 EA MIEFDMVEMENt HARMER TYPE a 1O111[34 Sn.00 I 131140.00 176 60 12 1 FA IHYDFtMff MARKER $7.00 $84.DO 177 30 1 J 1 1 EA IADAIW MONUMENT CASE ANDc 200.00 $600.00 178 61 1 4520 1 1 1 SY IMMENTCCNCAETESIDSWN.K $14.001 $63,280.00 179 61 16 I I I FA nne RAMP $100.00 1800.00 180 61 620 1 1 1 SY CEMENT CONCRETE SIDEWATAt WIIN BTIIp(PAVERS $25.00 .00 161 61 260 SY CEMENT CONCRETE 9DEVIALNWIIH MIGIIFlEO EDGE 525.00 $6500.00 182 60 1 0.16 0.18 LS LLwMMTM SYSTEM c KVE 880000.D0 $10800.00 $10800.00 60000.00 183 60 8 0.05 0.05 EA FIARxsH AND Ws1uL NEW LwMMALEs oN SIVML PaL 500.00 $25.00 $25.00 $4 D00.DO 184 60fl206O 0.18 0.16 LS 1RKFICSIDINL SYSTEM COMKEIE H4IH STATSRO $60000.00 $10800.00 $10800.00 $60000.00 185 60023 0.23 LS IRAFFK:9DtNl SYSTEM COMKETE-N 9H ST Al WM $60000.00 $13800.00 1113500.00 $60000.00 188 600225 0.25 LS TRAFrC SKMOA SYSTEM wMFLF1E NVN St AT SROH $60000.00 815000.00 $15000.00 $60000.00 187 600.15 OAS LS iWFK:SntMI SYSTEM COMKEIE-GTE KnAT $60000.00 $9000.00 9000.00 $60000.00 188 60 EA SFT A EFT MLAA:IIDNlOWOHIFCIOR ODOM 555500.00 189 80 LF Tlrr 9YFOULE rocaOlAr M 51,75 190 60 LF raalEDusrocaTouT nvc 3.50 191 60 LF xIFr SOIETABE roca+Du1 PA; 54.20 51 281.00 J 4 PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94.029 PUN EST. TO DATE BID ESTs1 TO DATE BID ITEM BARS UANT-P OUANT-1 QUART-TD UNITS ITEM UNIT PRICE COST-1 COST-TO COST-8 ADAIST F=1WD WAIER VAUET 1131 40 1 5 1 1 EA AousTEMTND MErEn eDul i250.00 $1 50.00 114 1 30 1 7900 1 820 1 620 CY TNYnwAY l=kVAlpN sn.wiNCNUE. 12.00 iT 440.00 $7440.00 $94800.00 115 30 1290 29.89 29.89 TON aTUVEc somlDW wwws NAUI. 57.50 $224.18 $224.16 $9675.00 118 30 120 CY sTracTUBE EACAwrroNcusaAw.luwrnu 18.50 1980.00 117 30 1 LS sNatms pl DITMFXGVAtIDNQASlA 5250.U0 5250.00 116 JO i LS s11Das1c an FxrnA EuwvArloTl aAase $9000.00 9�•� 1191 30 1 895 1 LF 1rrtNw ANpswMu rwmE.r DEEP p1U94:D $9.75 5872625 I 1201 30 1 2687 1 1 LF D S21.00 556127.00 121 JO 106 LF Tt>Fx„AND eAOvurvnce.r DEEP.A9P1ML1 TIEST 527.00 2852.00 122 JO 123 LF TNENOIANDBACYFEESwIDE.ECEEo,CDNCAEIF nE 526.00 i7198.00 123 30 12 LF TNE11Cl1AIE ENCASEMENT SWmE.I DEEP $43.00 i516.00 IOODNCAE f3000.00 EA $500.00 124 30 B 125 30 i EA ExavArpNAxD eAOMUFan Fd.r 1A1 $500.00 ,50.00 126 30 7 EA E)tglVATpN AND BAd.FKl Pon ed.1r.11r vAUT $850.00 2550.00 127 30 430 TON wusleDsulFACEID too mlFleE $10.00 $4300.00 126 30 3870 TON cNusEO MSNAcwD ewaE cou+sE $10.00 $38700.00 129 30 1 5050 TON ASANLI caNcnETE OAVEMENt cuss _ $30.00 i151 500.00 130 39 1 1430 TON ASRNLr C;pN{]IEIE PAVEMENT nAs $35.00 $50050.00 131 3O 820 TON w T&AMIAkT''20E!EPAWmWwna $50.00 N7�•� 1321 30 1 140 1 1 TON wCICENTµ ABPNVLT CONCRETE PAVEMENT pA55 E $50.00 133 30 16800 SY �SITUMII PAVEMENT _ 52.50 512000.00 1341 30 1 12240 1 SY PAVwD FWC _ $1.25 15300.00 135 1 61 1 75 1 SY, cEMFNt CCNCRETEMR AY,e0101 $25.00 $1875.00 1361 81 1 680 1 SY CEYENf cDrgIETE DRNFWAr row! $30.00 $20 400.00 137 70 200 1 CY MCIDENTAL CEMENT CONCRETE CIAS9 Tsos $75.00 315 000.OJ 138 30 l0 CY corxneiEcuss aam $400.00 $115"JuU , �. 139 30 3300 LEI s,EEEREwm •vD aAn 1.00 3300., 1401 30 1 16 CY sour.BACPPE.l FaswAu 25.00 141 30 3 CY cPAva eACTu4c FOR uaERpuw $100.00 .00 142 1 30 1 10 1 LF we ORAwPE�,EasaIDYY i5.00 �.00 it 143 1 30 1 140 1 LF PFnForuiEoow-uM>EmwAx PwE.slNw ouM 510.00 51400.00 .14 1 40 I 42 I LF DucTnE norT sronM slnER PrvE 4aNCN qAM. i40.00 1680.00 145 10 1 4602 1 LF CORRIgAiEDPOLrEtHnEFE:sTlNIM sEVVEn PI +Ta S22.00 1 1i99 044.00 146 40 1252 LF COnRUGAtEUPClYE1NYlENE STORM SEwERr 14a 25.00 S31 J00.00 147 10 512 LF mRalx,ATEl,rartiNnFte sTORM SFwEn ]41 i35.00 517920.00 /48 40 1180 TON oRAVEi TwalFIU FOR woE e[DONn 11.00 12980.00 149 40 57 EA PwTa1 fM51H rvPE 1 $685.DO S7B 31 05.00 975.00 110 725 00 150 40 11 EA G1CN eAsw noE lE i 151 10 10 EA wolmsw Tn4r M.nlcN ouM 51900.00L 19000.00 � J PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01.03375 CAG 94-029 PLAN EST.01 TO DATE BID EST$1 TO DATE BID ITEM BARS UANT-POUANT-1 OUANT•To UNITS ITEM UNIT PRICE COST-1 COST-TO COST•B NY tMARKER 035. 30 2 1 Aa . `O 039. 61 2290 1 Sly cE l noNcnE,e s10EwALx $14.00 432 060.00 040. 61 12 1 EA CVRaRAYP $100.00 S1290.00 041. 6o 1 0.28 C.28 Ls xLMMau,gN srsTEMwwsE 34000.00 8520VO 9520.00 $34000.00 042. 60 0.002 EA FMRreMI ANp aarAU Nkw urawlEaaN$pNaLFa SO.00 $0.00 043. 80 1 0.05 0.05 LS 1RAFFIC SNi1NL SYSTEM COMPLETE 1a,8,AT$RCr1 $7300.00 365,00 $385.00 $7300.00 044. 80 1 0.05 0.05 LS TRAFFIC$MVYl STSTEM OOMMEM-N MMI$I AT $7500.00 5775.00 375.00 $7500.00 045. 60 22 EA aP,.srrawcraw Toro DE,EC,OR 500.00 11000.00 046. 60 245 1 LF I.Im xAaRxAsncaraar F�c 52.60 $637,00 047. 60 10 LF racNEax.e.a caraxr we $20.00 s2DO.00 048. W 10 1 LF raplEpAEnooraxxr.P,c 20,00 $200.Do I 048. 80 58 1LF $5.DO $290.00 050. 60 56 1 LF lrscYEpAEWc T PVC SS.Do $280 00 'I 051. 80 35 LF :•IQ etlEOUIE e$oaaur P.c $5.00 $275.DO D52. 60 420 LF ,aENnIAro Bs«Fu $10.00 $t 200.00 053. 80 T EA Aa+CTa)r1 1,PEI $175.00 $1225.00 054. 50 i EA .aASIioN&+II,rFEa 500.00 $500.00 055. 60 1 0. 0.05 Ls PFRMMIETlr 9alplNO S26DO.00 130.00 $130.00 $2600.00 058. 60 420 LF a-wcN PANr a,RPE .75 $315.00 057. 90 880 LF saNwgAa,a;cRoeawAucaTRME $2.00 $1760.00 058. 60 3 EA auarx:,RAFFa:ARRQV 50.00 $150.00 059. JO 1 LS movEnrr REsrogAtlarl 10000.00 $10000.00 060. 30 WO CY laE$A,A0.EFouNwrxrrl E�xwvxrroN a+uuaNC lwLx $14.90 $9240.00 Tola I A: $64 852.00 CA1852.00 5517 7Bo.50 SCHEDULE B (TIB,EDA&CITY) 1 101 30 1 015 0.5 LS lIM3IIIUZATM 5125 OOO.W $62500.00 $62500.00 $125000.00 _ 102 30 1 0.4 0,4 Ls coNtRACTw 6uRrErxn S20 000.00 ;5 000.00 $8 000.00 $20 DOO.00 10] 30 1 0.2 0.2 lS TEINVA YN'A,ERPOLLUTxYMERpaA)NCCN,RCI SI 000.00 $200.00 $Z00.00 $1000.00 I 1M BO 1 0.2 0.2 LS ,RAFFx:caN,RaL 550000.00 510000.W 10000.00 50000.00 +a5 to + 02 0.2 Ls aEAaauAwaRueamo s1 ooD.a S2oo.Do S200.Do $1 000.00 106 30 I oa 03 Ls RENoA ofa,RNc,uEa.Nooea,RNcroNe sl0000.00 $3000.0o J000.00 sl0000.00 f07 30 1500 UY PAVEMENT REa1WAL 515.00 $22 500.DO 108 Jo 250 SY REMCWE UNaAIISFACroRY AtRMLr CCNCREIE MVEM 10.00 f2500,00 109 30 11336 3249 3248 LF SkW TTMGPAVENENT 111101 . $4.25 306011.55 4155 I3 417808,25 $49178.00 40 10.00 15.50 $415.50 $1600.0028 EA raxv "-ss,alcmw Box 3100,00 _ f2800.00 F 0 PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07.01-03375 CAG 9"29 PUN EST.aI TODATE BID EST tt TO DATE BID ITEM tU1R3 iMNT-FOWNT•1 OUANFTO UNITS ITEM UNIT PRICE COST-0 COST•70 COST -B SCHEDULE A (TIS 6 City ORIy) f70000.00 15 DD0.00 SO 000.00 $30000.D0 001. 30 1 0.5 0.5 LS MaeElu'A'+ j15 000.00 St 500.00 N 500.00 315 000.00 caNrltA lm sfiVEr 003. 30 1 0.1 0.1 LS IEMPORARYWAIERP=UT0I4%TMMIaNCONIRCa 00000,W j1$300.00 00.00 51 3 $300.00 00.00 43000.00 004. 60 1 0.2 0.2 LS m cwNlRa 005. 30 1 1.7 0.7 LS 2EATIPlOAIDdiU WNo 517000.0o 51/900.L0 Stt�0.00 11000.00 008. JO 1 LS REMDYAIasRuctuRES ANpt:99iRULi1CN1 511000.00 uJ00.00 007. 30 230 SY REMOiE IARAi1SACIgiY A9PHK1 WNfAEtE MVEY 510. ,25 50,00 250.00 St 802.50 i 008. 70 1170 f000 1000 LF SAwalleuo PA\EMENi 510.00 1000.00 009. 30 100 TON =D 5100.00 3400.00 0/0. t0 t EA AINUET OUSrrcAT Muw NOII 18.50 SB 512.00 58 512.00 27 565.00 011. 30 1480 352 J52 TOIJ Aea+Row PxxwiNOlwA 18.50 960.00 012. JO 160 $996.00 01 J. 30 83 LF tTIEiCNANO BAdffELrwiOE.roEEP CR+ISED j1,.D0 S150/.00 Ott. 30 64 LF ITIENwANO SArxEAxrwelE.fOEEP CRustED $2156.00 015. ]0 88 LF ITIENCHANDtNGtPAE:W10E.f DEEP.Asmur TIES $24.50 2200.00 018. 30 fie LF r0.ENLH ANpBAGNfEIr Wf)E.f OEE9 caNaerE '00 TON -�- cTIUMcOeWEAcep rOPeOWSE $15.00 S105J.00 ov. so 7o u.o0 s 660.00 018. 70 190 TON a+uaHEn suTIEAcwo aASE couRSE SBt 800.00 019. 30 2160 TON TON $so.00 000,00 020. 30 160 AetfNIr CONCTIEIE PAYENFNi CU99E 50.00 f6500.0U 021. 30 170 TON wCEIENru AsvNur CONGTIEtE VAaEMENrwsse $50.00 22250.00 022. 30 8900 SV PVJPNO a�nMwwsPA�EMENr 52.50 $6200.00 023. JO t960 SY PnvAn EASRIC 31.25 SY CEMENif%N1CREtEVANEWAY ewa 519.00 7940.00 024. 61 260 S12 600.00 025. 61 450 SY tP.MEt+r rblA.nE1E WNEVIAY le wc+ �� 3 Cg0.00 028. 30 30 CY WCIOExiK CEMENt CONCRETEGUBa a000 5275.00 3575.OG 027. 40 1J EA Atu118i ata BASW 3C0.00 S15C0.00 028. 40 5 EA AOAmT""N14LE S13 275 00 029. 70 59 EA P&PE-ER+xauawraRVAwArvooO' YWOWA 52 .00 55900.00 070. 30 59 EA TREE wcu 1100.00 l5 mAieA+roN ararEM CJA1PlEYE 320000.50 2001N1.00 071. 30 1 11 895.00iA 072. 10 1830 lF t;EE1ENr GONd1ErEOANANpOur �rlEwNt .50 $12155.00 033. 40 1670 LF ceMENr caNa+ElEaAuw+Owttme HEpNr 0.10 1710.D0 034. 60 17100 LF rEytYJ Y PAVEMENT YIRAeU S2 400.00 035. 60 1600 _EA RAIaED MVEMENI MMAER tYPE1 j12. 5500.00 038. 80 200 EA TINEED PAVEMENT MARItER TYPE Ne J L J WI..n . '1 071e55 S 7CCO110 CONSTRUCTION 82385 6/06/94 O R I G I N A L Venoor No. Verna Nam PO Dne-1 TY OF RENTON Chapter tt5.lewe of 1965 .� Purchase Order My of Renton cwNeo.ewt 1,tM untlnwprnE,do M,,pV oorOfY w4er pondw of Pwhxy, tint tM mneMle Mve been WrrwMo, 1M IM,eM i..tm a tIM Icon, 9COCCOLO CONSTRUCTION Wrlonmd w eo oen6etl Mrein. Ito o4im ie )uet ope era 2625 S 156TH ST --acid ebp •Winn tM chy of Renton eno own f m wtMMM to wrMrMpn om liy : TUKYILA, MA 96168 o Wn i •.�prao_ 4 PLNO/8LOG/PU9 YRS UTILITY SYS P60 Cwtnio SrtmAage _Ot Unit Uacri m UnR Pritt En.Amato Acco nt Nunbw WO/Func I AmapN *' 1 BA PAO-9o-02 U0,000.00 600,DDD.JJ 421 0l 500 16 596 0f 65 055245 55245 S460 600,000.00 PARK AVE IMPROVEMENTS At Autt=d 8Y 400,000.00 e00,OD0.00 Aavann Fe"IN,•lm M AN.5.•Aerem, A 9FUS5•l6aee aft)113 2619•Fu 206)235-M13 0031161102 ESTIMATE 1 B-01.94 1. TO: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR CONTRACTOR: Scoccolo Construction, Inc. CONTRACT NO: CAG 94-029 (EDA PROJECT 07-01-03375) PROJECT: Park Avenue North Improvements ESTIMATE NO. 1 EDA North Renton Industrial Access Phase Two 1. CONTRACTOR EARNINGS THIS ESTIMATE $551.772.11 2. SALES TAX @ 8.20% IScheduel C Only) $26,315.62 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $578,087.72 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $0.00 5. EARNINGS DUE CONTRACTOR THIS ESTIMATE' $496,594,89 6. SUBTOTAL-CONTRACTOR PAYMENTS $496,594.89 7. RETAINAGE ON PREVIOUS EARNINGS $0.n0 j 8. RETAINAGE ON EARNINGS THIS ESTIMATE" $55.177.21 _ 9. SUBTOTAL-RETAINAGE $55,177.21 1 10. SALES TAX PREVIOUSLY PAID $0.00 11. SALES TAX DUE THIS ESTIMATE ISchedual C Only) $26,315.62 _ " - 12. SUBTOTAL-SALES TAX 126.315.62 • 190%x LINE (I •• (RETAINAGE: r GRAND TOTAL: $578,087.72 Iy7lu� FRANCE DEPARTMENT ACTION: + SCHEDULE A PAYMENT TO CONTRACTOR(Lines 5 and 111: ACCOUNT 317/008/16.595.30.67.0312510015460 138,215.80 3171008116.595.40.87.0012510015480 10.00 31710116.595.60.67.0012510015460 $20,151.00 317MOSI16.595.51.67,0012510015460 $0.00 18B.OBB.80 i 1 a+Y i iF tk In >S r/Y3 .�t . RETAINED AMOUNT Woo 81: ACCOUNT 317/008/16.595.30.67.0012 5 10015 4 60 $4,246.20 l' 317/008/16.595.40.67.0012 5 1 0015 4 60 $0.00 3 1 7100 811 6.595.60.67.0012510015460 $2.239.00 3171009116,595.61.67.0012510015460 $0.00 $6,485.20 SCHEDULE B 4 PAYMENT TO CONTRACTOR(Line 5 and 111: ACCOUNT 317/008/16.595.30.67.0012 5 10015 4 60 .86,209.13 317/008/16.595.40.67.0012510015460 10.00 3171008116.695.60.67.00(2510015460 $63,189.00 317/008/16.595.61.67.0012510015460 $0.00 $149.398.13 - RETAINED AMOUNT Mine 81: ACCOUNT 317/008/16.595.30.67.0012 5 1 0015 4 60 $9.578.79 317/008/16.595.40.67.0012510015460 10.00 3171008116.595.60.67.00(2510015460 $7.021.00 3171008/16.595,61.67.0012510015460 $0.00 $16,599.79 SCHEDULE C PAYMENT TO CONTRACTOR(Line 5 and 11 It ACCOUNT 4211500/18.596.34.65.5524515460/55245 $315,145.58 $315,145.58 RETAINED AMOUNT IUne 81: i ACCOUNT 421/500/18.596.34.65.55245/546O/55245 $32,092.22 $32,092.22 Qr^ > ; �• - TOTAL PAYMENT THIS ESTIMATE: $522,910.51 TOTAL RETAINED THIS ESTIMATE: $55,177.21 TOTAL TNS ESTIMATE: 078.0 77.72 1 CHARTER I16,LAWS OF 1965 CITY OF RENTON CERTIFICATION "a 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 AUTHORISED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM SIGNED:: ate. - t J , k K S `. At b J PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 PUN EST t] i0 DATE Bi0 EST t3 TO DATE SID ITEM BARS UANTA9UANT33 OUANT-TO UNITS ITEM UNIT PR LE COST-] COST.TD COST-B SCHEDULE A (TIB&City only) 001. 30 1 1 LS MaeairATM $30 22-0 0 330 000 00 $30 000.00 002. 30 i 0.5 LS wMrRActaR sumE-r1D S15 000.00 $7 500.00 S15 000.00 003. 30 1 02 0.5 LS TEY Y WIPArEM w UTIONERosaM coMTRa $3 000,00 3600.00 51 500.00 $ 3 000.00 - 004. 60 1 0.1 0.4 LS TRAFTIccdma $60 000.00 S6 000.00 324 000.00 S60 000.00 005. 30 1 0.1 1 LS awwcAwomx�Mc $17000.00 51700.00 i17000.00 17000.00 DO6. 30 1 0.3 0.5 LS REMOVA4 Qi STMILTViE9 ANDOBSTRUCTIONS $11000.00 $3300.00 5500.00 511000.00 007. 30 ?3U SY REY IMIIATIEFACTdi AEWMLTc RETE PAYEY 570.00 5230000 006. 30 1130 862 1882 LF awWrtw wMEMEMr 54.25 $3748.50 7298.50 S4802.50 009. 30 100 134.3 134.3 1 TON mo MY $70.00 1343.00 1343.00 51000.00 MD. 40 4 EA ADAIBT EXIYTNO WMYEBW 5100.00 5400.00 011.1 30 1 U90 352 1 CY RoADaar E YATMw MnuaRC MAu S78.50 512.00 527 565.00 012.1 30 1 160 TON aRAYn YORRaw uwauowo wu ...50 52 5 00 013.1 30 1 63 1 1 1 LF cm.RlEo S12.OD 5995.00 014. 30 64 LF TRENCM AMotwvlurwwE..CEEP.pwsMED Roc S23.S0 SI50400 015.1 30 1 88 1 1 LF rRErd AroBA4a'ILL rwM>E.F DEEv.ABwALT REY 4.50 52156.00 018. 30 as LF rREMw un BAaaAr_rwroE.t DEEP wtAAETE 325.00 $220000 017. 30 70 TON cRUYe<o suRFACIw TovcOWEE 515.00 $7050.00 016.1 30 1 490 1 T I TON wusNED MpFApMe aAAE CaIAeE --1 S12.001 SSBB0.00 019.1 30 1 2160 1 1 1 TON 020. S64800.00 30 160 ON T IIAWMEMT E 553000 $5000.00 021. 30 170 TON MIcwEMTAE AYMMLT COMLREfE MY:MEMT UAsse $50.00 S8500.00 022 30 89M SY vlAwws BITUYwW6wAEMEMr 52.50 $22250.00 023. 30 4960 SY mV FABRIC $1.25 $6 200.00 024. 61 260 SY cEYEMT mMrnEre wrrtwAr.a ww 519.00 S4 940.00 025. 61 450 SY � Tm ETEDMIWAOAr.roww 128.00 572600.00 026. 30 30 CY naIDEMnu CFMEM CONd1ETE C]IISA]om 11100.00 S30Do 00 027. 40 13 EA ADJUST UTCM BAw, S275.00 $3575.DO 028.1 40 1 5 1 1 1 EA ADA18T MAN E I S300.00i 1 $1 500 00 029.1 30 1 59 1 1 1 EA v .FRANMutoAraslvA+ArwooP rw Al $225.00 SI3275.00 030.1 30 1 59 1 1 1 EA ITREE wEu 100.00 $5900.00 031.1 30 1 1 1 1 1LS RRMMTgN BY9TEY NWA4TE 320000.00 $20000.00 032. 40 1630 LF wYEMT mMCRE'rcum ArnWr•ER.r MEAMrt S6.S0 $11895.00 033.1 49 1 1870 1 LF cEMEMT carJrnEtE WAY W'.TER-f NEKMT 3650 512155.00 034. 60 17100 LF TEMPORu+r wY:Mert YARMM' 50.10 51710.00 035. 60 15W EA MOM YAR4A rwa1 51.50 52400.00 018. 200 EA RAiD PA.EMENL MARREn TrrE no 52.50 SS00 00 71;; E ARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO A 07-01.03375 CAG 94.029 PUN EST 83 TO DATE BID EST 81 TO DATE BID ITEM BARS UANT-P OUANT41 OUANT-TD UNITS ITEM UNIT PRICE COST-3 COST.TD COST-B HYDRANT". R 038. 30 2 EA A T MONUMENT CASE AND DS•ER $200.00 1 $400.00 039. a1 2290 1 SV CEMENT OOMaveTE SOEINLK $14.00 32080.00 040. 61 12 EA m,PSPAMP S1Do.00 $1,200.00 041. 60 1 1 0.66 LS IUuM"TION SYSTEM c IkETE 1 $34 000.00 $22 440.00 $34 000.00 042. 60 0,002 EA FURNISH ANO INSTul MEIN U,MTMRESON amaze PC. $0.00 $0.00 043. 60 1 0.95 1 LS TRAFFIC aCwA�SYSTEM COMPLETE.N IS?ST AT SIMON $7 300.00 $6 935.00 7 300.00 7 300.00 044. 80 1 0.44 0.49 LS iRAFFIL sIONA.srsreM cowP.ErE w aRo sr AT $7 500.00 $3 300 00 $S 675.00 $7 500.00 045. 60 22 EA &n.N.FT RgIcrgN.00P[ELECTOR $500.00 $11000.00 C46. 60 245 LF I IM smEaAE 0 COMm11T,Tx $2.60 37.00 J 047. 80 10 L Y sc�OUE wcoNanr Ivc $20.00 00 t 048. 60 1DJ128128 LF YSC.IEc.xE.OcaNdni.lvc 0.00 .00 049. 60 58LF I.Ir SCHEI ENO[ IT AC 500 $290.00 OSO. 60 56LF rsCN esoC rr P.c $5.00 $320.00 $320.00 $280.00 051. 60 55 LF 2nrrRCIEW VWOOQNiT TNC SS.00 S64000 00052. 60 420LF rREwC "IMIONFIu 10.00 $640.00 $640.00 $4 200.00 053. 60 7EA ARNCTION BOA TYPE 1 $175.00 $350,00 $350.00 $1 5.00 064. 60 1EA AINCTNMNBmI.TYKU 500.00 35011.00 500.00 .DO 055. 60 1 LS PERMANENT scRNO S2 600.00 61 11800 1 4a.00 600.00056. 60 420LF +aRON PAINT STRME $0.75 15.00 7. (0 SaoLF &INCH"STCC JII.x STRME .00 St .00 058. 60 3EA nASTIC iPAFFicAMNON S50,00 $150.00 059. 30 1LS PPOPEMw PEsrORATIoN 10000.00 $10000.090. 30 660CV uNSnrASEE FawArgN ExcAwTgN RaupNO IMIA 5IT1 $9240,00 Total A: $30 494.50 138 465.50 $517 380.50 SCHEDULE B (TIB,EDA&CIT) 101 30 1 1 LS MaS�wmN $125000.00t $125000.00 $125000.00 102 30 1 0.1 LS ccmn iae suRYEYm a.m.00 $ 12 .00 $20 000.00 103 30 1 0.1 0.5 LS TEIIPORARr MMTER Pm wrx2MEPO5gn ca+iaa I ow.00 .00 $1 000.00 104 60 1 0.1 0.5 LS TRAfEIC canna 550000.a0 $25000.00 $50000.00 105 30 1 1 LS aEMNNO ATgoPIwa+NO $1000.00 $1000.00 $1.000.00 106 30 1 0.1 0.6 LS REMwu-a srRucTwES woassTRucTTOw 10000. $6 .00 $10I)OODO 107 30 1500 SV MYEMENi mmM 15.00 $22 500.00 108 30 250 SY PEMONE wsAnsACTCRr AEMMLT CONrnFTE wNSM 10.00 $2 500.00 109 30 11336 779 7563 LF sAMrcuniNC WVEMENT 34.25 $32142.75 $48178.10 30 1S0 U7.9 349. TON caeM�x 10. S3495.50 $1600.00 111 26 EA ADNBT Ewsriw vuvE aox $100.00 57600.00 J I J I PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01.=75 CAD 94-029 PLAN F.ST 43 TO DATE BID EST 83 TO DATE BID ITEM BARS QUANT OUANT-3 OUANT-73 UNITS REM UNIT PRICE COST-3 COST-TD COST-8 ADABT IX14rw0 WATER V T 113 40 5 1 EA ADArer Emstm miiTER a $250.00 $1250.00 114 30 7900 1 620 CY ROAONAv EAG"w w0.UD ma w.0 $12.00 $7 440.00 $94 800.00 115 30 1290 5730.1 7401.53 TON ORA4ft soRRov INa, D NA $7.50 $42 975.75 $5a 511 A8 $9 675.00 116 30 120 92 92 CY Sr TUPEE VATIONC AINCUp wuA $16.5 $1518.00 $1518.00 $1950.00 117 30 1 1 LS SN MIDUIME VATIONRAMA $250.00 $250.00 $250.00 118 30 1 0.3 LS aaHwn W E%TRA EwwrgNaAss a $9 000,00 $2 700.00 $9 000.00 119 30 895 3 0=0 300 LF TREtAaI ANDS IUL T WOE 17 DEEP.CRu DRac $9.75 $2925.00 S2925.00 $8726.25 120 30 2557 1 560 1510 LF rRENw ANpaACRFIurwDE.A DEEP CRpSNEOROC $21-00 SI 1.760,001 $31710.00 $56427.00 121 30 106 1 105 305 LF rRENw AND BAuvlu zwIDE P•DEEP.Asawr REar $27.00 $2 835.00 $5 235.00 $2 862.00 122 30 123 1 50 LF TRENw AND BAfivaLzwlOE.eceEs,mNWE1a RE $26.00 $1300.00 $3198.00 123 30 12 I LF TRENCH ANDCONWEIE ENrMffMENTzwOE.eDEEv S43.00 $516.00 124 30 6 1 2 EA EFawTgN AND 9AQtFRIFW A'a..avAl.Ar $500.00 $500.00 $1,000.00 $3000.00 125 30 1 1 1 EA "OItWOpN AND BAa U FOR*a.T VAMT $500.00 $50000 $500.00 $500.00 126 30 3 3 EA EItUWM AND IMWILL FW C.-.II'-IaW T S$50.00 S2550.00 $2550.00 127 30 430 TON alluHE01AIAPAOwDTOR consE $10.00 $4300.00 128 30 3870 TON CRUaIEV IDAFACMD BASE COIA+sE $10.00 $38700,00 129 30 5050 TON ASIN&r CCNWErE w4EMENT $30.00 $151500,00 130 30 1430 TON ABPMLT WCRETE wvEMENT cuss E $35.00 $50 050.00 131 30 820 TON INCIDENT&AMPMLT NNWETE PAVEMENt c a $5000 S41000.00 132 30 140 TON wclDExr&ASPMLr wM:RETE wvEMEN1wsE0450.00 57000.00 133 30 16800 SY Pu+INc&nww0ue wvEMENr $42000.00 134 30 12240 SY wvINO FAWIC $15300.65 135 61 75 SY CEMENTDONUIETEDRA vswcN $1875.00 136 61 680 SY CEMENTOONCREIEDRA Y IOINCH $20400.D0 137 30 200 CY wcatNT&cEMENroCNWEIECTwsSm $15000.00 138 30 40 21 39 CY mNuers CLAss Aa00 $8400.00 575600.00 $16000.139 30 3300 1171 3171 LB tfm REINro mBAR 51171.00 $3171.00 $3300,00140 30 16 46 46 CY ORAVEI w LL FW W&L $1 150.00 51150.00 $4000D 141 30 3 3 3 CY DRANELa tl.L FWL RDRAIN S30000 $300.00 $30000 142 30 10 LF Pvc WAw PIPE,a mw dAM $5.00 1 $50.00 143 30 140 117 LF PERFOw,rED Pvc uNDEaWAw PPE.swcN OMM $10.00 $1170.00 $1400.00 144 40 42 22 64 LF DUDTILE IRW woRm SEWER PIFE.BINCN DMM $40.00 $880.00 $2560.00 S1680.00 145 40 4502 3505 4249 LF coRmmArEO nDLVErHnENE STORM S RPPE.12-I $22.00 $77110VO $93478.00 $99044.00 146 40 1252 37 1293 LF cORRu 1 0POLVETNns STORM s R PPE 1&1 $25,00 $925.00 $32 325.00 $31 300,00 147 40 512 517 LF wlmu2F,TeDPOLVETNrtENESWMSEwER P2E.xI $35.00 $78095.00 $77920.00 148 40 1160 1273.69 3319.92 TON wvEt ffA7� PIPE aEDaNc $11.00 $14010.59 $36519.12 $12950.00 149 40 53 42 56 EA Gr $685.00 $28 770.00 $38 360.00 $36 305.150 40 11 9 EA GTCH $97500 $87755.00 $1012500 11 EA .l.B )INC11 wA4 51,900.00 515,20000 320.90D 00 § '00.00 .. ��peu..w.�. _. _.__. .. _...___�--.+N.MPrrr.....+...>...wc,..... ........�.rn.......-__ _..-.._.�..��M .. J I My� PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 PLAN EST.p TO DATE BID EST 0 TO DATE BID ITEM BARS UANT-P OUANTC OUANT-TD UNITS Inv UNIT PRICE COST-3 COST-TD COST-6 GTw BASIN TYPE 2.n-PSII OIIIY 153 40 1 1 EA GTw mWN TT{£2.T4B ORy $6 800.0D $6 800.00 $B 800.00 154 40 6 EA PUTu�snlo Eo off ESroTP2nurwawR $150.00 _ $900D0 155 40 10 �A A TGTw s.aR2 $250.00 $2500.00 158 40 4 FA A TMNAIDLE $300.00 $1200.00 157 40 28 5 5 EA Pii o ExISTmO GTw a sR oR B.ST $150.00 $750.00 $750.00 S4 200.00 158 40 1 1 1 EA oia. G E uTw BASPI $450.00 50.00 $450,00 $450.00 159 30 760 _ CY 2-wAr mw $".00 $15200.00 i60 30 110 CY BwN mmw S20.00 $2 200.00 181 30 83 EA PmPE EPA !! MYGRPA'YUYW0p0'pMYVIOCDA S225.00 $18675.00 '3 162 30 709 EA PmmE sH m.2GE $10.00 $7090.00 163 30 4137 EA Pmo,e- ocwEn.4P mT S2.30 S9515.10 164 30 49 EA mEEw $100.00 $4900.00 165 30 1 LS IRRIGTION wsum COyo n 0000.00 $40000.00 166 40 4250 LF CEyEHr o2EaTETE ana ANoaurrol.sNEIwT 36.50 $27625.DO 167 40 4790 2418 2416 Li CEMENT CO1LAE1E LU11B ANpOOTTER.TNENyIf ..4D $15704.00 $15704.00 $31135.00 188 30 2 EA mHCEE Bus mEtT9l cooTlHc 00 169 30 4 EA muBEE 1us S 7m1 TCOTmn s500.00 $2 000.00 a 170 60 1325 LF onxELE:2csyENr mxnETE TRATTICCWB $7.00 $9275.00 171 60 432 LF T c s Sac m c wre $6.00 52 592.00 172 60 49200 LF mmi P y mwIm e w m $0.10 $4 920.00 173 60 3700 EA PAISED wrEyENT ywKER TYPE+ $1.50 $5550.00 174 60 520 EA wusEO MVFME11T ywNEP TYVEW $2.50 $1300.00 175 60 57 EA RAISED PAVEyET1T yARImI TYPE a IpER2r $20.00 S1140.00 176 b0 12 EA HrdaNr yARI�P $7.00 $84.00 177 30 3 EA A T ywuyENr usE cam t s200.00 $600.00 178 61 4520 SY cEydrCONCRETE moEw.0 _ S14.00 $63280.00 179 61 18 EA cuPs NAMP $100.00 $1800.00 180 61 620 SY ceye2T EYCNLREIE maEw. INM]tPAysys $25.00 $15500.0K 181 61 260 SY cewart NyGETES IH T�d�o E" $25.00 $6500.00 182 60 1 0.02 0.74 LS IUUWmTm SYsTEyca $60000.00 51200.00 544400.00 560000.00 183 60 8 0.05 EA $500.00 S25.00 S4000.00 164 60 1 0.1 0.28 LS TROVTIC SgIML SYF.Fy CCYRETE N4TH ST 4TK S60000.00 $6000.00 $18800.00 560000.00 185 60 1 0.13 0.36 LS TruccKSIDN.i E.slEY ccyTEETE-N4M sr ATww $60000.00 $7800.00 $21600.00 $60000.00 186 60 1 0.13 0.38 LS rRAETIC 8InN4 SVSTEy cOycLETE-Nem 81 AT BPCN 580000.00 $7800.D0 522800.00 $60000.00 187 60 1 0.11 0.37 LS TRAETIC mGNEt srsTEy wlnnnErE.WE<qAr $80000.00 S6.500.001 $22200.00 S60000.00 186 60 111 EA sTT E 4ETwcTm LcceE ,.,,Tm s500.00 $55500.00 189 60 2060 536 LF Tnrr saEwEEromxcaxT OYc $1.75 $935.00 $3605.C1 190 60 140 LF rs E'ocoNpnT.PYc $3.50 S490.00 191 305 LF tvr sOEouE rocaarr P.c 54.20 91.00 J 4. . 1 I PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 PUN EST.93 TO DATE BID EST a3 TO DATE 810 ITEM BARS UANT.P OUANT-3 OUANT•TD UNITS ITEM UNIT PRICE COST-3 COST-TD COST-B Y apEpAE V OD4[)eT,1t51.550.00 193 60 115 1 LF >Ur SnmAenwper,Pvc 55.00 5575.00 194 60 20 LF 11sn,EolAEAI N T,Pvc $20.10 $400.00 195 60 20 1 LF �,T 9GEAAEncalYpT.Pvc 520.00 $400.00 196 80 75 1 M 84 LF 1,?sCNEWLE gCONdaT OYC $5.00 $420.00 5420.00 $375.00 197 60 207 110 it0 LF r.,T aaIEUAEgcoNaur Pvc $3.50 $385.00 5385.00 $724.50 198 60 0 40 354 LF racNt l gWODNDUIT,Pvc $4.00 $160.00 $1416.00 $1360.00 199 60 150 169 169 LF >Irr acNEnIAE q CONDUIT,Pm $5.00 $345.00 5.00 5750.00 200 60 161 85 152 LF �anto,AegwNwir Pvc $S.00 S325.00 $760.00 $805.00 201 60 2690 394 1084 LF rRENO,AND eAaoA� $7.00 u688.00 $7118.00 $18810.00 203 60 21 EA AUCTION 90K TTPE I 5200.00 $•800.00 f 20J 60 18 EA AmcTaN aoA nPE n 5300.00 SS 400.00 204 60 1 0.53 LS IPDIwmENTs,,Nm 32 500.00 $t 32S 00 52 500.00 205 60 260 LF Amn,P STRIPE 51.00 $260.00 206 60 1910 IF saAS,P `FICCRa ALKSTRIPE 12.00 23820.00 207 60 235 LF xma,PU,srp sroPaAR $3.50 $822.50 208 60 22 EA Pusrlc TRVTIC ARRpN $50.00 $1100.00 209 30 1 LS PRtsLmry REaroRArax1 $10 000.00 SIO OD0.00 210 SO 1330 51132 438.32 CV uan»eLE rouiyrgN EzuvATgNlNnumcNUA $12.00 $716.64 5.a9.84 515980.00 211 60 1 1 LS xaF/wart rER cop $2587.50 $2557.50 $2587.50 Total B: 5276 063.7J $766 814.19 $185327785, a . SCHEDULE C (Water Utility,LIMITED TIB) 301 34 1 1 1 LS Ia UATI N $20 000.00MOO00 00.00 S20 000.00 302 34 1 0.9 LS cCNrRAcrCR SlmErmc 310 D00.0000.00 $10 000.00 303 34 1 O.B LS TlMFFCC011iRp $40000.0000.00 $40000.00 304 31 1 0.85 0.85 LS RENowAa arm,cnaESANDoesTRucrpxs $90000.00 $7800.00 590000,00 305 34 2140 2307 SY PAYENENT REaOVAI $10.0070.00 $21400.00 306 34 4600 1171 LF mmurrme PAVEEamr 54.25976.75 S20 ".O0 307 34 170 111.E TON oaoao $10.00I16.00 $1700.00 308 34 250 970 LS RarnxAr EapvArroNmnuomc NAu 518.5094500 S462S.00310 3< 1 0.8 LS sNpNNcw ExmAExr $15000020000 111500.00310 >, 1215 828.32 TON CRuaNEo auRFAcmc roP cc,xaE $820775.82 0 40 455.00311S50 _ TON .00319250.00312 3! 20 TON mcpEm*u AEPNAtTcoNfIIETE PAVEMENr aAsss DO61000.0034 2605 J715.61 TON $8,50482.69 322822.50314 M 60 TON wuvEt Maa'A�Faa FovnArlors QA66A1000 $600.D0J75 3< 11 SS 81 LF $212.00 $2132.00 �,.J v 1 ....PPaP,Ir PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 PLAN EST.83 TO DATE BID EST 03 TO DATE BID ITEM `ARS UANT.P OLMNTJ OUANT-TO UNITS ITEM UNIT PRICE COST-3 COST-TO COSTA 'Y QDUCTIIE WON PPE"Oft MTER WM.4M0,DIA 317 x 57 LF ae:oucrAE PDu PPE raR MIEN W K..,l.I 362.00 $2,756.00 319 3 2 27/0 LF cL nt oucrAE erorI.PE roewATER NAw.l4ecu 560.00 184400.00 $769020.00 719 x 2 1 EA aAT.VK\E4NG S450.00 $450.00 $900.00 320 x 11 a EA WE vurP 4wp1 s600.00 a00.00 s6600.00 321 x 7 7 EA aurrc Nlv wivE,4wr 51680.00 $71760.00 $11760.00 322 x 1 EA 9UTTERP�rwWE]4Pq, $3450. 0 $ 323 x 7 SS 450.00 EA RE4,O.T, MTIE FXreTIHOwroRANT 1000.00 s7000.D0 324 x a EA rtESETrwo DIISTIND rlroAwT SJ 800.00 $28 000.D0 125 x 4 5 8 EA WMO4E XIST.WASNFl ,r $1800.00 59000.00 1l100.00 $16200.DO 3M x 4 EA AENOrE RIOTING wArLq vrivE 327 x 7 .00 6800.00 EA wEup.E D{r8}wcwArpiv4vF e0Y $100.00 $700.W 32 x EA CON{CTgNa TO UISTM N,^, $t .00 510 8m o 329 x 4 1 EA YERTrwL AOAuTa AT ExroTwo urAm $100.00 um.00 370 x 70 54 EA gr COIAEGTpN rrPE a $100.00 $21 800.00 $28 000.00 331 3-48 7 EA eERnCE DONECTgN]»1p,Due s1400.00 598o0.D0 11 .00 3]2 x 835 10 CY urt,nru9lE raud.TnN ExcAw.rgNiNnwwo HM.A 510.00 5100.00 36350.00 ToW No T S68 380.00 $451270.28 0M,996,50 Sales Tax: 57 245.52 $37 496.16 $47 313.71 TOW w?aS: S95 605.52 5194 766.12 552/31021 SCHEDULE D (Sroml Water tAft Only) 101 x 1 0.5 O.S L.S. cu,r,.ao S,.rti SS 000.0o 32 500.00 / 32 500.00 s5 000.00 102 3-4 -1L.S. T Eram fcNa 5800.00 $600.00 03 3-41 0.1 0.1 LS. TNRctmlla 37 OD0.60 $700.00 5700.00 $7 000.00 101 x i _ L.S. Tr.r,ew..la, $S 000.00 403 x 322 S.Y. $]000.00 405 x 265 365 365 L.F. P.wms,l s..rm 15.00 $4830.00 407 55530 1To auNu 10.0 . . $7104.50 Ioa x 5/0 Ton c,w.l4n,,,, ,w wPe, S500.o0 109 x 470 Ton auu.e r rn,... S$50 x s9o.00 110 x 17 C.Y. w,,,�m1e,�, 75.00 $3854.00 411 x xoe $75.00 $t 75.00 Ton Soa.N.l�,ol,r tvo,.r 41 75 L.F. 5$50.00 "- 35, ..00 413 4 55. 0 $36575.00 $11.00414 9 EA T , N 0 55.00 $7,700.00 5 J 66500 70 .05210000150.00 $ 40000 _J J t' I t PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 PLAN EST 93 TO DATE BID EST 0 TO DATE BID ITEM BARS UANT-0PI DUANT-Tp UNITS REM UN4 PgICE LOSTJ COST-Tp COST-B 417 NUYdm IN.n... _Total No Tax S6134.50 15134.50 $119 093.50 Saks Tax: 5421.03 S421.03 $9 765.67 Total w7Tax: S5 555,531 $S 555.53 $128 859.17 Total w/o Tax: n n $480,052.73 $1.367,685,44 $2,947,654.85 Total Tax(Schedules C&D Onty) M1I„n $7,666.56 $37,917.19 S57,079.38 Total wRax: u..-1, $407,719.28 $1,405,602.63 $2,994,968.56 Retainage 10% lu...l $40005.27 $136,768.54 $294,765A9 Pay This Estimate (90%Eamings+Tax) ,.,„n.ul $367,714.01 $1.268.834,09 $2.700,203.08 WSW I 6� 4tw 4e a:` 4 t 7 4 ESTIMATE 4 4 Nov 94 1 I TO: FINANCE DIRECTOR FROM'. PUBLIC WORKS DIRECTOR t CONTRACTOR: Scoccolo Construction, Inc. I CONTRACTOO: EDA 07-01-03375 CAG 94-029 s - 5 I PROJECT: North Renton Industrial Access Phase Two ESTIMATE NO. 4 Park Avenue North Improvements I 1. CONTRACTOR EARNINGS THIS ESTIMATE $450 477.61 2. SALES TAX @ 8.20% IScheduela C&DI $9,567.90 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $460,045.50 f 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $1,230,916.90 5. EARNINGS DUE CONTRACTOR THIS ESTIMATE ' _ 3405 429.84 fi. SUBTOTAL-CONTRACTOR PAYMENTS $1,636,346.74 r 7. RETAINAGE ON PREVIOUS EARNINGS $136,788.54 B. RETAINAGE ON EARNINGS THIS ESTIMATE " $45 047.78 g, SUBTOTAL-RETAINAGE $181,816.30 10. SALES TAX PREVIOUSLY PAID $37,917.19 11. SALES TAX DUE THIS ES i IMAI E iScheduala C&DI $9 567.90 — 12. SUBTOTAL SALES TAX 347,485.09 (90%x LINE 11 GRAND TOTAL: •• (RETAINAGE: 70%1 $1,8-13 F`t i FINANCE DEPARTMENT ACTION: SCHEDULE A PAYMENT TO CONTRACTOR(From line 51: {{{{F{ ACCOUNT 3171008/16.595.30.67.0 012 5 1 0 015 4 60 $6.525.00 317/008/16.595.40.67.00I2510015460 $0.00 k 3171008i16.595.60.67.0012510015460 $26,680.50 i^. 31,1008/16.595.61.67.0012S10015a60 30 00 1 $33,205.50 oallw - .Ir s i Y 4 :d h I Y r � Y Y RETAINED AMOUNT (From line 8): h ACCOUNT 317/008/16.595.30.57.0012 5 1 0015 4 60 $725.00 317K70.. .6.595.40.67.0011510015460 $0.00 y 3 1 7/00611 6.595.60.67.0012 5 1 0015 4 60 $2,964.50 i 317/008/16.595.61.67.0012 5 1 0015 4 60 $0.00 ( } 93,689.50 j SCHEDULE B PAYMENT TO CONTRACTOR(Rom line 51: i ACCOUNT 317/008/16.595.30.67.0012522215470 $163,341.63 4 317/008/16.595.40.67.001257.2215470 $20.799.90 317/008/16.595.60.67.0012522215470 183,069.33 317/008/16.595.61.67.0012 5 2 2 215 4 70 $0.00 $267,210.86 RETAINED AMOUNT IFFum line 81: ACCOUNT 317/008/16.59530.67.0012522215470 $18,149.07 "i 317l008/16.595.40.67.00(2522215470 $2,311.10 3171008/16.595.60.67.0012522215470 $9,229.93 317/006/16.595.61.67.0012z 2215470 $0.00 _ $29,690.10 SCHEDULE C PAYMENT TO CONTRACTOR(From lines 5 and 11 L .�1' ACCOUNT 421/5CO/18.596.34.65.55245/55245/5460 $0.001"'� 317/008/16.595.30.67.0012522315460 $22,551.14 $22,551.14 RETAINED AMOUNT(From line 8): ACCOUNT 421/500/18.596.34.65.55245/55245/5460 $0.00 r' 317/008/16.595.30.67.0012522315460 $2.296.45 $2,296.45 SCHEDULE 0 PAYMENT TO CONTRACTOR(From lines Send III: � ACCOUNT 421/600/18.596.38.65.65015(65.1515460 $92.030.25 as $92,030.25 RETAINED AMOUNT(From Iine 81: r,r ACCOUNT 421/bW/18.596.38.65.65015(65.1515460 $9.371.72 $9.371.72 C' ` TIOS ESTIMATE. Toth Paid to Contractor. 414,997.74 Total RetahNe: 45,047.76 Total: 460,045.50 u 1.a4 L r ,;, ,.! CHARTER 116.LAWS OF 1965 CITY OF RENTON CERTIFICATION I,THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY,THAT THE k MAI ERIALS HAVE BEEN FURNISHES. HE 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 AUTHORISED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM SIGNED: i 1 61111.0 r91 J + PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS I 'ASE TWO EDA 07-01.03375 CAG 94-029 PUN EST H TO OATE BID EST N TO DATE BID ITEM IIANT-P OUANT-4 OUANT-TO UNITS UNIT PRICE COST-e COST-TO COST-8 SCHEDULE A (TIB&City only) 001.1 1 1 1 1 LS MOBEw m $30 000 00 $30 000.00 $30 000.00 002.1 1 1 0.25 1 0.15 LS CONTRACTOR wme M 15 000.00 50.00 11 250.00 WON. 003. 1 1 0.25 035 LS TEMPORARY WATER POLLUTipMEgOEIONCCNTR0. S9 000.00 $750.00 12 250.00 $3 000.00 004. 1 0.3 1 0.1 LS Ti O NTB $60 00o.00 $18 000.00 u2 000.00 0 000.00 005. 14 1 LS MEMWO AND S17.000.00117000.00 517000.00 006 1 1 1 0.25 1 0.15 LS MEMOIAl UFS1RUCIURESANOOBSIRUCTgNS 11000.00 52750.00 8250.00 11000.00 007. 230 SY REMVE~TIWACTORI AEPMATI CONCRETE PAVEM $10.00 $2100.00 O 008, 1130 1 1 1882 LF VA TM WVEMENI $4.25 7 9 111 SO $4 602.50 009.i too 134.3 TON c mix 1 10.00 St 14100 $1 000.00 010.1 4 EA ADlIIeI T)+Bin+G VALVE SOX 100.00 $400.00 011 1490 352 CV ROA NAYExuVATM WawWa NAu te.so SB s12.00 sz%o.00 012. 160 ON ORAVtti IAARQVWauOw NAML _ 18.50 011. 83 LF LPENCH APD 9ACIffRl 1'WroE.r OEEP v:MnEin $12.00 $9%.00 014, W LF 1.50 1 SO4.00 015. 80 LF rRErvCN woeAvciu rwEA[.FOEEP ASA+IILT REs 521.50 52158.00 Ot6. 80 LF TRENCH AMI eAwFlu rvROE.r OEFP.CONCRETE R 445.00 5220000 017. 70 TO CNUSNFO BAFA MTOP COURSE 512.00 is 00 018. 490 TON rnuaEO s RFACRro BASE cpmsE 12.00 55 80.00 919. 2160 TON ASPPMiT CONCRETE PAVEMErvraAsse 50.00 800.00 I 020.I 160 I 1 TON ASPNAl1 CONLRErE 1AVEMENTCU89E SSO.00 8000.00 021. 170 TON M+ciOEmu AspMLr CaNCRerE PAVEMEN1 Curse $50.00 t8500.00 022. 8900 SY PuwMro TuruMP+Ous PAVFMDR $2.50 522250.00 023. 4960 SY PAVING FAMIC 1.25 36200.00 024. 26R SY CEMENT cor+rnETe wxIVEwAr,ewa 19.00 $4940.00 025. 454 SY cEMTsa cONCRE*E wrvEV+Ar.to P+w 28.00 $12600.00 026. 30 CY M+cwENTU CEMENT cor+cReTE CTAe6 ms 3100.00 53000.00 027. 13 EA ADMSf aTa eASW 5200.75.00 3575.00 028. 5 EA ADAgt MAlAgIE 5300 Sf 500.00 029. 59 EA POPE.PTUAW...rv,RPA.Arwcav rrmOA $225.00 S1J 275.00 030. 59 EA TREEwELL 5700.0'+ 5590C.00 031. 1 LS MiRIGTwN SYSTEM COMPLETE 0 000.00 S20 000.00 032. 1830 1 LF CEMENI CONCRETE CURB ANO GUTIER.TNEgMI 56.50 S11 895.00 033. 1870L LF CEMENr CONCREIECWSArvD OUttER.e'NEgNT 56.50 f12155.00 034. 1710o _ LF TEMPOMRr PAWIWMT M ]W 0.10 $1 710.00 035. low EA RABEDPAVEMENTHARMERTIPET 1.50 824w.00 I 035,1 ZOO EA RiMSED PAVEMENT HARMER rrPEla W.501 SSDD.00 i Pz &7 - f!I A� J A. PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01.03375 CAG 94-029 PUN EST.M TO DATE BID EST 94 TO DATE BID ITEM UANT P OUANT-4 OUANT-TD UNITS nEM UNIT PRICE COST 4 COST-TO COST-9 ,r.[wANT MARnER 038. 2 EA AUw51 NCMIMEMI GSE nrvo COVER .$200.00 .40000 039. 2290 SY JaK.T CONCRETE SIDEWALK $14.00 32,160.00 040, 12 EA cu NAMP $100.00 $1 00.00 041. 1 0.1 0.76 LS IALUMINATpN 5Y9TEM COMREIE $34000.00 $3400.00 $25.640.001 $34000.00 042. 0 EA flpMyl AND wTALL NEW LUMINAPtEs ON SIGNAL PO. $0.00 $0.00 043. 1 1 LS 'W_iFil�gplyl SYSTEM NMRETE N 13T ST AT SRON $7 300.00 $7 300.00 $7 300.00 044. 1 0.51 1 LS 0SA S+STEM COMPLETE-N MD 9T AT BRO4 $7,500.00 $3,825.00 S7500.00 $7,500.00 045. 22 Er SST wucrCNLwvoETEcroN1 $500.00 $11000.00 046. 245 100 100 l . Eu+�uLegO014ArT,PAc $2.60 $260.00 $260.00 $637.00 047. 10 LF �r SC14iwEmOONw f-n 20.00 200DC 048. 10 LF lrenF.OL QQCNQ AT.IW 1 $20.00 S20020 049. 5C LF 1 $5,001 1 $290.00 050. 56 97 161 LF 1 $5,001 $485.001 $805.00 $280,00 061. 55 23 151 LF :.,rr 9O4ID41FaCOM%PT.P.c $5.00 $115.00 $755.00 $275.00 052. 420 271 1 333 1 LF 1 $10.001 $2.710.001 $3.350.001 S4.20.00 053. 7 2 1 1 EA 1 $175.00 S350.00 $700.001 S1225.00 054. 1 1 2 1 EA AINOTION rrPEn .D0 $500.D0 $1000.00 $500.00 055. 1 0.48 LS I t2mom $1248.00 $2600.00 056. 420 LF 11�PA9QSTRIPE 50.75 $315,00 057, 880 LF S.P q TIC CROSEwux STRIPE 52.00 1760.00 OW EA N,LSTCT ICARww 350.00 $150.00 D59. 1 LS TM Pry REStORArgN 10 000.00 •10 ODD Do 060. 660 CY UNSMTA9LE FOUNDATON ECIAVATION INCOMING NMx. $14.00 $9"40.00 Tohl 1 At 695 S17S 361.50 $517�_80.50 Pp 2 d 7 1 WPM _A PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 PUN EST .X TOOATE Bi0 EST N TO DATE 81) ITEM UANT.POUANL4 OUAN'.TD UNITS REM UNIT PRICE COSTA COST•TO C0ET•6 SCHEDULE B (TIB, EDA&CITY) 101 1 1 LS MCW17ArIGx $125000.00 $125000.00 $125000.00 102 1 0,15 0.75 LS WNTRACTOR"R Eyj c I $20 000.00 $3 000.00 $15 000.00 $20 000 00 10] 1 0.15 0.65 LS TEMPORARY WATER P LUTI WERO5IGN CONTR0. I $1,DOO.001 $150.00 $650.00 $1000.00 101 1 0.15 0.65 1 LS TIi nwNiRa $50.000.001 $7500.00 $32.500.00 S50DOOA0 105 1 1 LS arwRWGARGGRUeewO $1000.00 $1000.00 $1000.00 106 1 0.2 0.8 LS REM AL OP STRUCTURES AND ORSTRu Tw $10 000.00 $I 000.00 $8 000.00 $10 000.00 107 1500 500 500 SY PAVEMENT REM ft $15.001 $7500.00 $7500.00 $22500.00 108 260 SY REM UNSATISFACTORY.SPINET C RETE PAVEM 10.00 $2500.00 109 11336 6306 1 13869 LF a ffTMPAYEMENI S4.25 826800.50 $58943.25 $48178.00 110 160 44.4 1 393.95 TON G MM $10.00 $444.00 $3939.50 $1600.00 111 26 1 EA LAMSTEXISTMVALVESOX $100.001 1 $2 800.00 112 13 EA '-I TExIS'MWAIERVAar $500.001 1 $6,500.00 113 5 EA 'I-67 EXISTING METER SW $250.001 1 $1.250.00 114 7900 5925 6545 CY ROApvAr ExcAwo,R+audNC NAUL $12.001 371.100.OGi $78.540.001 $94800.00 115 1290 149,62 7551.15 TON ORAVELBCRRGNA1LLUTXNGTMIA $7.501 $1.122,151 $56.633.631 $9675.00 116 120 92 1 CY $16.501 1 $1.518.001 $1980.00 117 1 1 1 LS agRWc aR EXTRA EXUVArION CU1e9A $250=1 $250.00 $250.00 118 1 L 0.7 1 1 LS Jsg MMEXTRAE .TIONa S 59000,00 $6300.00 $9.000.00 $9000.00 119 $95 650 950 LF TRENCH ANDMCNF0.LTwIDE.raEEP,aIucTE:D $9.75 $6337.50 $9.262.50 $8726.25 120 2687 1 1510 1 LF rRExcN AToeAavuLrwwE.r CEfiP.OTR>eHEo $21.00 531710.00 556427.00 . RI REST 106 305 LF 27.00 8235.00 2862.00 122 123 1 50 1 LF I TRISCN AND TwaFX,LZMAOE.e oEEvcoMrn• ERE S26.001 $1300.00 $3198.00 123 12 1 1 LF JTRPAOIAHOCCNCR6TEENfJIeE1MRQZW E.r $43.00 $516.00 121 1 6 1 2 1 4 1 EA EMwVArXR1AHDEMXG'0.L Fdtfl.fdVMAT $500.001 $1.000.001000.00 $3.noo.o0 125 1 1 1 1 1 2 1 EA $500.001 S00.00 $1000.00 $500.00 126 3 1 4 1 EA lexcAvAmN $M.001 $850.001 S3400.00 $2550.00 127 430 31A 31.1 1 TON 1wu 0Sffifk Rf TOPCOAN 1 $10.001 $311.001 $311.00 $4,300.00 128 3870 1776.23 1776.23 TON CRUSHED eIxTP *&SASS C RSE 1 $10.001 $17762.30 $17762. 00 $38700.00 129 5050 1 TON IASPNALTCONCRETEPKvEMENTOLASSB 1 $30.001 1 $151500.00 130 1430 675.95 678.95 TON 1 $35.001 $23.763.25 $23763.25 50050.00 131 820 9%) %' 1 TON s.c.JENTµ ASPIMLL CONCRETE PAVEMENT LIARS a $50.00 54 500.00 $4 500.00 $41 000.00 132 140 TON wGOENrµ AeMIALI CCNOIETE PAMFMRlI CLAAF 850.00 $7000.00 f 133 16800 SV PLANWGe1TUMwws wvEMEHr $2.50 $42000.00 134 12240 _ SY wvEU PAeRX; $1.25 $15300.00 135 75 SY wuENr COAXnErE pinEwAr,ewal $25.00 $1875.00 136 SRO SY CEMENT CONCRETE ORN AV,MWw 530.00 $2040010 Pogo 5 ar] J J ter- 1 PARK AVENUE NORTH IMPROVEMENTS 1 NORTH RENTON INDUSTRIAL ACCESS PHASE TWO 1 EDA 07-01-03375 CAG 94-029 PUN EST.N TO DATE 810 EST B4 TO DATE BID ITEMUANT OUANr4 OUANT•TO UNITS ITEM UNIT PRICE COST-4 COST•TD COBT.B RID,CENTµ CEMENT CONCREtE gA96IlGO 134 40 '11 1 CY CONCRETE,ASIi 0 S400.00 $I5.WO.D0I 31:OD000 139 3300 3171 1 LS STEEL KE Olt NG BAR $1.00 $3.171.001 $3 300.00 140 _ 16 46 1 CY wi&Wl- p FOQ wkL $25.00 $1.160.001 $400.00 141 J 3 1 CY ORAVEL SWILL FD-I•NceRpuw $100.00 300.00 $300.00 142 10 10 10 1 LF Pc DRAW PIFE.4INCN DIAM $5.00 $50.00 $50.00 S50.00 141 140 117 1 LF PERPDaATEDP.E TwpEaORA,N PIPE 6INDITpAM 310.00 1170.00 $1400.00 14/ 1 42 1 64 1 LF ONCTRE IRDN stwm SEWER PIPE.0.wp1 DAM $40.00 52560.00 $1,6so.00 145 4502 12 4261 1 LF DGRR TED P YETNnENE STORM SEWER PIPE,121 $ .00 4.00 93 742.00 $99 044.00 146 1252 1293 1 LF CJRPo TED POLYETHYLENE Stmm EEWEA mK.141 $25.00 $32325.00 $31.3rO.O0 747 512 517 1 LF CORm2GArED POLYETNnEME sroaM sEvrtR PIPE.2H, $35.00 5 18,095. $17,920.00 148 11$0 3319.92 I TON GRAVEL tMl]TFKL FOR PIPE BEOSINO $11.00 $36519.12 $12"0.00 149 3 1 57 EA utcH B 7Y 1 $665.00 85.00 $39 045.00 $36 305.00 150 11 9 EA urw BASwtYPE1L $975.001 $8.775.001 $10725,00 1 1 10 1 12 EA 1 $1.900,001 $1,900.00 $22 800.00 $18 000.00 152 1 EA wr BAEw•YFE 2.raww oMM 1 $4.100.001 1 $4100.00 153 1 1 EA 1 $6800.00 800.00 58800.00 154 6 3 3 EA 1NBTALL SnptpwEnsTwc urw Ww $150.DOI $450.00 $450001 $900.00 15 10 EA AO2 ST urw BAB1p $250.001 $2 500.00 156 1 1 1 EA ADAIsi MANHOLE $300.001 $1 200.00 157 28 1 20 25 EA aEMOVE EAnrRA;MANHOLE utw BA61N,w RAET $150.001 $3 000.00 J 7 .00 m 200.00 158 1 1 2 3 EA lmtoum u2w BAsw $450.001 S900.00 $460.00 159 760 I_ CY 2.wAr s " $20201 $1 5,200.00 160 110 1 CY IWKM 04 $20.001 $2200.00 161 83 1 EA P .FIIM"OXV v ttAYW000NPIAYNOODA $225.DOI $16,675.00 162 709 1 EA PervE.awues.xau 570.00 $7090,00 183 037 EA rNPE.aRawooaEa.4ww Pot $2.30 $9515.10 164 49 11 EA TREE WELL $100.00 $ 900.00 165 1 1 0.20 02 LS w TKN SYSTEM cOMKETE $40,000.00 $8 000.00 :8 000.00 S{0 000.00 166 4250 1 2448 2448 1 LF rEMENi CONCRETE CURpApOlRipi.f HEpNI $6.50 $15 912.00 $15 912.00 327 625.00 167 4790 1 2418 1 LF 4EYENT CONCRETE CWe NA(AIITER.f ME101tt $6.50 $15704.00 $31135.00 168 2 1 1 EA SMpLE Bus sHEVER Fv. +O $500.00 51000.00 169 4 EA OIX+BLE BU$EHEttER FOOIRA $500.00 $2000.0f, 170 =3700 LF OcwELEDwMENT CONCRETE TRAFFK CTTRs $7.00 $9275.00 171 LF rvPEcaow TRUFKwae .00 _ $2592.00 172 LF tEMPWABY PAVEMENT MARONa $0.10 $4920.00 173 EA fti$E0 PAVEMENT MARKER 1 YPE 1 $1.50 $5 55000 174 EA RAISED PAVEMENT MARKEA TYPE IN $2.50 $1 300.00 175 EA JRAI.SED PAVEMENT MARKER TYPE 3.i0.ww S20.001 $1140,00 4,47 �AMAM�Y'MT�YMMvd.w J d PARK AVENUE NORTH IMPROVEMENT S NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 I PLAN EST 04 TO DATE BID EST N TO DATE Xvpgµ}MMRER BID I REM UANT•P QUANT4 OUANT-TO UNITS irEM 'JNIT PRICE COST d COST-TO COST-8 SIM 177 J EA A STMONOMENr GSEAIFJL R 5200.00 178 5600.00 4520 sY CEMENT COUCAETE S�OEWp1Y 179 18 EA cuRSPAMv 14.00 $63280.00 180 620 5100.E 51800.00 Sy DEMENT CC«CRETE soEwALRwNH rPTrx PAVERS 25.00 515500.00 181 21 Sy CEMEur CONCRETE a10EWALNWIrH fNN}(9,E6 EOOE $25.00 $6500,00 182 1 0.13 0.87 LS AwMupAnaN srsrEM COMPLETE S60 000.00 7 800,00 $52 200.00 S60 0DO.00 1S3 6 0.05 EA FIpMA,ANp pVafAU NEW LUMINpppEaIXl SYfwA pOL $500.00 525.D0 $4000.00 i 1S1 1 O.i 9 0.17 LS mAFCIc sIaNAL SYSTEM cOMrRETE NON sr Ar aRO S80 000.00 511 100.00 S28 200.OD S60 000.00 185 1 0.18 0.51 LS TRAFFIC 91oNAL SYSTEM cOMRETE.x erM ST AT aRON $60 000.00 $10 800.00 406.00 $50 000,00 186 1 0.18 0.56 LS TWFICMONALSYWT MCowLErE.NarM ST AT aRCN 560000.00 10800.00 800.00 560000.00 187 1 032 0.59 LS TwmsICMTLsrsrEMCOIOLETE.aTEIwA1 $60000.DO 1J 200.00 SJ5400.00 580000.00 188 111 srr xsFTIMT6(-TIDN LOOP DETEcroR 3500.00 $55500.00 188 2060 1455 1981 LF T.Im sCMEpAE bM T.PMD $1.75 546.25 3 454.25 23 605.00 190 110 IJ 13 LF r9CEDULEb Ca aftc 53.50 140 . .50 575050/91 JOS LF 1ra awEDu,E bcoNwR PMc $490.00 - 192 390 160 LF raCMEpAEbCCWGaT P4 '� $1281.00 193 115 10 14 LF �Im sc«EouLE bcaaRT PLc Do $72000 51560.00 t94 20 60 80 LF rsnlFgAE bcnrgOlr P,C 55.00 $50.00 50.00 $575.00 I 195 20 15 15 4Trr anE:OLT.E bcoNaP we 520'00 $t 200.00 1200.00 $400.00 196 75 691 775 LF I W SCHEME W CONDUIT,PVC 5�'� 5300.00 SJ00.00 5400.00 197 207 113 223 LF 1aa acMEUAE 55.00 53455,00 875.00 $375.00 es COrAUIT Im 33.50 395.50 $780.50 $724.50 198 340 430 784 LF TWMIiDaEW Mp IT.P $4.00 5172M^.00 3136.00 51360.00 199 T50 169 UP T-+a aCNEp EWCOMDUIT PVC 55.00 845.00 $750.00 200 161 152 LF p'aC«EpKE b toNDUIr M 5.00 $84 .00 $750$805,00 202 2690 1326 2390 LF TRE'lMANDMIIy{FAL $7.00 S? �+ 18730.00 $18830.00 202 2/ 30 >0 EA ,u fICIN soy,"PE I $Z00.00 SC 36 D00.00 S4 800.00 203 1S 19 19 EA n IION sox TYPE Ii $300.00 SS 205 1 0.53 LS � RM NT SMiMNO 55700.00 $5,100.00 52 500.00 205 280 LF aroC«aAwraram¢ $I.00 51325.00 5$26000 208 195 LF sWC«vusrlc CAOHSYVA Ru•E $2,00 5260.00 207 2J5 LF 24-NCM1 sTICsTopwt 3.50 3820.00 208 22 "TIC TRAFFIC ANRow 550.00 $822.50 209 1 LS wo 'Y nEsraRATroN 0 1100.00 510 000.00 $10 ON 00 21 1330 138.J2 CY UNBIpiABLE FU{ryDAIION btGMArM awxUnNOMALp. 12.00 51 259.81 5960 .00 211 1 1 LS :r cLEANOMr PEq cab $2 587.50 587.50 2 587'0 7oW B: 5296 900.95 S1 08J 715.14 51.853 277.85 P>3P 5 aI I y i I. I � I ^ PARK AVENUE NOOTH IMPROVEMENTS NORTH RENTON AISTRIAL ACCESS PHASE TWO EDA 07-01.03375 CAG 94-029 PUN EST 94 TO DATE BIO EST M TO DATE BID ITEM UANT-P OUANTJ OUANT-TD UNITS ITEM UNIT PRICE COST 4 COST-TD COST-B CHEDULEC (Water Utility,LIMITED T18) 301 1 1 LS -o ILIZATIM $20000.00 $20000.00 $20000.00 302 1 0.9 LS CONIwCTM MIRE M $10000.00 9000.00 $10000.00 30J 1 0.6 LS 1RAFF10 C TRa $40 000.00 $32 000.00 $40 000.00 304 1 0.05 0.9 LS Ta;Mwu aF STRucTURESAwolAsmucrpFq $90000.00 500.00 $81000.00 $90000.00 305 2140 2307 SV PAVEMENT PEMOVAI $10.00 $23070.00 S214W.W 306 48W 130 1301 LF SAV 11MPAVEMENT 54.25 $552.50 55529.25 S201W.W 307 170 111.8 TON CaDMM 810.00 51116.00 $1700.00 308 970 CY ROAovAYE VATgNWaI. M%A -it-850 $17945, t/625.W 309 1 0.8 LS 91Cms mumA tIvATTONa b $1500.00 __ 1 00.W S1500.W ?'0 1275 820.32 TON a+usNEosuRFACwo roo wlmsE .20 775.82 $10455.00 311 550 TON ASAM�TCOTA.RETEPAVEMENTD.ASSE $35.00 $19250.W 312 20 ON NIDID@ifAtAM1MLT CONCRETE PAVEYENTCWaB $50.00 $1 WO.00 313 2665 3115.61 TON CRAvm soANav INaMDINO IaAm $8.50 U6462.69 $22822.50 314 60 TON ORAVElM FORFalt{MTIDNS.OASSA $10.00 $600.00 315 41 58 139 LF a w D TAE IRON APE Foo wATEA wA.ai w ma $52.00 SS 016. 1 $7 228.00 $2 132.00 1 2 257 a W DUCA.E v APE Fill WATER MAIM&. INA .00 682.00 1 317 53 33 33 LF a W WCTAE4 o APE Fp1 WATM MAA,Ix.MAal $52.00 $1 716.W $1 716.00 $2 756.00 318 2611 33 2773 LF aWDXTH-En APE FM WATER MAIN,IeWON DI $60.00 $I.M.00 $166J80.W $169020.00 319 2 1 EA wt v4w aww $450.00 $450 00 $900.00 320 11 6 "% aTEVKwva $600.W BW.W ,600.00 321 7 7 EA WITERFLY VALA WINCH $1600.W 1176000 11760.W 322 1 EA IPATTERFa vw.VE xa.INCN $J 450.00 $3 450.W 323 7 EA IxEM ,ImvAOE EINSTm HYDRANT $1 000.00 $7 WO.00 324 8 FA RE%TTWDEFISTMHVORANT $3500.00 $28,000.00 325 9 2 10 EA 1.1WANTASSEMMY 31800.00 3W0.00 18000.00 $16200.00 326 4 EA JWM E%ISTND WATER V&W $200.00 5600.0c) 327 7 EA 1K EX'STWWATETtYALW1QK $100.00 - $7W0 ,) 32a 9 1 1 EA 1cwIECTIONSYOSMSTING10AM $1.200.00 $1200 1 .W 61000.00 329 4 E> IAR1IQWAOA1aTVJiNTATEX13TMUTkITY $100.00 S400.W 330 70 18 70 EA SERVILEDOb(OrI tr u $400.00 $5400.00 $26000.W $28000.00 331 6 7 EA slamcE taalEotlON xaxolouM. $1400.00 $9800.W $11200.00 332 635 10 CV IPmATAatEFauaaArloN EAuwTTONWauowa NAa $10.00 $100.00 $6,350.00 Total No Tax '$22 964.50 i $480 234.76 $576 996.50 Saks Tac $1,883.091 $39379.25 $47313.71 Total w7far $24,847.59 5519 614.01 _5624110.21 .1 cge6a7 1 ,rJ1 y PI+I PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 n PLAN EST a4 TO DATE BIO EST a4 TO DATE BID ITEM OUANT-P DUANT4 OUANT-TD UNITS ITEM UNIT PRICE COSTA COST-TO COST-9 SCHEDULE D (Storm Water LINTY Only) 401 1 01 0.8 L.S. ca;n.na $5 000.00 St 500.00 $4 00 a 0.0 SS 800.00 102 i 09 0.9 L.S. re�.w.•n l:rmMro $800_n0 $720.00 ST20.0 $e00.00 . 403 1 0.8 0.9 L.S. 1sac caxa S7 000.00 SS 600.00 SB 300.OD S7 000.00 !01 1 1 1 L.S. r,e„cn eewm sxM $3 000.00 S3 000.00 S3 000.00 SS 000.00 405 322 J22 322 $15.00 S!630.00 S<830.00 S4 830.00 406 265 11/ 479 L.F. n•.•�.a ta.c�nm In 5.30 S60l.20 $2538.70 5140l,so !07 50 f]0.5 130.5 Ton cae a. 510.00 00.00 408 540 366.81 366.63 Ton c.•m mewl wwTaaa e.n 16.50 23118.06 3I16.06 3/590.00 !09 470 Ton ow.e samw TepCMM _ S8.20 53654.00 410 17 _ C Y. Ma.m.cmca•a 575.00 51 275.00 411 206 Ton ,-c m coa w• 550.00 SIO 300.00 412 1Q5 1515 1535 L.F. co.� ms�am S25.D0 338375.00 338375.00 SJ6675.00 113 700 490.9 490.9 Ton op• 511.00 SS]99.90 5 599.90 $7 700.00 414 19 t 9 19 FA. n��n a.w r 51 035.00 119 665.00 19 865.00 319 665. /15 3 2 2 EA. cairn a.w r 52100.00 54 800.00 800.00 S7 200.00 1t8 1! 12 12 EA. n...w..Eml M aw,rMn•aIMI• 5150.00 51800.00 1600,00 52100.00 41 T 1 1 1 L.S. Ao„+e,aa•n<n M••.ua• $3 000.00 S3 000.00 3 000.00 S3 000.00 Total No Te S93 717.16 1H 651.68 5119 093.50 ��^�1n�'^ Sales Tax: S7 684.81 f 110594 39 755.57 I v Total wRax: $101401.96 $106957,49 $126,11sq.111.) 4 I SUMMARY Total wlo Tax: oA..0 $450,477.6V $1,6111J61.05 $2,947,854.85 Total Tax(SctMdulas C 8 D Only) n 1 a n) $9,561.90, 3471185.0111 $57,079.39 Total wlTax: a 3) $460,045.501 i1,686,848.1]/32,991,968.56 Retainago to% a..n 545,047.764 $181,816.300 S294,165.49 90%Emmings ar.a 1105,429.641 S1,636.346.744 $2,652,689.37 Pay This Estimate (90%Earmngs•Tax) lu..x•u) $414.997.74*51,68J.831.83 $2,700,203.03 t 1, I i I 1n� L'tte f E'nt wti JAN 14 n "� T:asi tfbi.:n ON. CITY OF RENTON f ♦ ..� ♦ 1 MEMORANDUM =, IV r0� Data: January 14, 393 To: Richard Evans Frogr: Vb Don Erickson.Secretary TI A Environmental Review Committee Subject: Park Avenue North Improvements Project LUA-92-062-ECF,SME , On behalf of the Environmental Review Committee. I would like to inform you that they have completed their review of your project. The Committee,on January 13, 1993.decided that the Park Avenue North Improvements Project project will be issued a Determination of Non-Significance. The Committee delemlined that this project is unlikely to have a probable significant adverse impact on the environment Therefore an environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). For the record, this decision was made by the Environmental Review Committee O under the authority of Section 4-6.6. Renton Municipal Code, after review of a completed environmental checklist and other information,on file with the lead agency. This information is available to the public on request. This Determination of Non-Significance is issued under WAC 197-11-340. Because other agencies of jurisdiction may be involved the lead agency will not act on this proposal for fifteen (15) days from January 18. 1993. Any interested party may appeal this decision in writing by 5:00 p.m., February 2,1993. If you have any questions or desire clarification of the above, please call Paul Forsander or me at 235- 2550 Thanks for your hard work! i � .. ct qa 4 n A # h Sxr, M1j ti PARK AV&\TE NORTH rgPROVEMEYTS ENVIRONMENTAL CHECKLIST Prepared for City of Renton Prepared By ENTRANCO d 10900 NE Sth Street,Swte 300 Bellevue.Washington 99004 (206)454-5600 op3, h October 12, 1992 5� ? �It x s eF fi1� x 4r Mp` I x PROJECT DESCRIPTION PARK AVENUE NORTH RAPROVEUENTS PROJECT Improvements to Park Avenue North are a part of the City of Rentons overall plan to reduce traffic congestion and'improve safety conditions within the North Renton area. The proposed project consists of improvements to Park Avenue North from Bronson Way North to a point approximately 350 feet north of North IOth Street (Boeing K-9 gate). Widening will be done to the east to provide turn lanes at the North 4th Street intersection and to provide turn lanes and medians from mid-block between North Sth Street/North 6th Street and continue to North loth Street and will match into the existing five-lane . The paving for the widened roadway areas will be asphalt. The existing roadway will receive a new asphalt overlay. In general the existing 8-foot sidewalks, curbs and gutters will be reconstructed. Improvements will be made to traffic signals, street lighting, channelization, and storm drainage. existing improvements that are in good condition will remain. Undergrounding the electrical power is proposed. Landscaped buffers will be restored where impacted and street trees will be located at "1 the back of the sidewalk. The median will be a center turn lane or a landscaped median where possible. The existing 6" lead joint water main from Bronson Way North to North 5th Street will be replaced with a 16" ductile iron main, a new 16" water main will be installed from North 8th Street to Garden Avenue North, and improvements to the 10" sewer main from North 8th Street to a point 300 feet north of North loth Street will be included in the phasing and construction of the roadway. Widening will require acquisition of right-of-way but no existing homes or businesses will be purchased or destroyed. w- a a ar: e .rsN ENVIRONMENI.aL CRECKLIS PURPOSE OF CHr'ZKLIST: The Suite Environmeml i Airy Act (SEPA), Chapter 43.21C RCW, requires all governmental agencies to consider the ennronmental tatpws of a proposal before malting decisions. An environme:tal impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality o. the enviro Main- The PwPm of[his checklist is to provide information to help you utd the agency ulez riry impacts from your proposal(ad to reduce or avoid impacts from we proposal,if it can be done)and to help the agency decide whether an EIS is required, INSTRUCTIONS FOR APPLICANTS: This environmental checklist asks you to , nbe some basic information about your proposal. Governmental Agencies use this checklist in determine whether the eo+uonmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly,with the most precise information known,or give the Mat deacripaom you can. You must answer each question accuramiy and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to him experts. If you really do out know the an+wef, of if a question does not apply to your proposal, write 'do one know'or'does not apply'. Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about goverr—tenrd regulation. such as zoning, shoreline, am landmark designations. Answer these question if you can, in you have problems,the govemmeml agencies can assist you. The checklist questions apply to all parts of your proposal,even if you plan to do them over•period c`'ime or on different pucels of land. Attach any additional infor:rurioo that will help describe your proper,i or is environmental effects. The agency to which you submit this checklist my ask you to explain your a swam or provide additional information reasonably related to determining if there my be significant adverse im[act. USE OF CHECKLVW FOR NON PROJECT PROPOSALS: Complete this cbeck)im fur non Project proposals,even though question may be answered 'does not apply'. IN ADDITION,complete the SUPPLEMENTAL SHEET FOR NON PROJECT ACTIONS(Pan D). For non project actions,the references in the checklist to the words'project', 'applicant', and'property or site. j should be read ss'proposal', 'proposer%and'affected geographic am,'respectively. li hp 1 arm 4 crs� � � RF •'e _�I r y�yIJI run IE As Ac ..M A W-2208 Park Ave. N. Impvoements CAG-94-029 3+ I A. BACKGROUND 1. Name of proposed project,f applicable: Park Avenue Improvements Pro}at 2. Name of applicant: City of Reumn.Plaonmg/Buildingl,ablic Works Department 3. Address ani phone number of applicant and contract person: City of Renton plain, g/Buildiag/Public Works Department 200 Mill Avenue South Renton,Washington 98055 Mr.Richard Evans phone: 217-5572 4. Date checklist prepared: March 12, 1992 S. Agency requesting checklist: City of Renton J 6. Propostd+iming or schedule(including phasing,fapplicable): Construction is proposed to begin in the first quarter of 1994 and be completed in the first quarter of 1995, I 7. Do you hater am plant for furore addition, expansion, r further aamy relived 10 or corm.,rrd wth this Proposal? Ifyu,explain. Yes. Three utility improvement projects tee proposed to be part of this project if budget and schedule allow. They are: j • Replacing an existing lead joint water main from Bronson Way North to North Rh Street. a New water in from North 8th Street to Garden Avenue North. j • Sewer main improvements from North 8th Street to ap,roximatly 300 feet north of North 101h Street. S. Lit any enwrmavental informmion wu know about thin has been prepared, or will be prepared. direaN mlared to this proposal: Storm Drainage Analysis,Entmaco,March 3, 1902. i i Pµa 3 or 14 t 1 9. Do von know whether applications an pending for governmental approvals of other proposals direa(v affecting the property covered by vour proposal? ff yer,esplaim PACCAR. Inc. is proposing a system to improve the drainage along Garden Avenue as a must of a study performed by Entranco. Plans would involve intersecting the 48-inch pipe that conveys water from Garden Avenue to a pond system downstream with a new 72-inch pipe that would convey water under the Burlington Railroad tracks to the pond system downstream. he proposed water quality treatment facility located in the north end of the project, used to treat run off from the Park Avenue improvement project, should be coordinated with the proposed improvements along Garden Avenue. 10. List any government approvals or permits that will be needed for vour proposal,ii known. None known. 11. Give brief,complete description of wur proposal,including the proposed uses and the size of the project and site. The proposed project consists of improvements to Park Avenue North from Bronson Way North to a point approximately 350 feet north of North 10th Street(Boeing K-9 gets). Widening will occur to the out.and only where necessary to provide turn lane or medians. See attached crow-sections and pads for roadway widths and widening locations. The existing roadwav will be phumd. reconstructed where necessary.and receive a new asphalt overlay. The paving for the widened roadway areas will be asphalt. In general the existing 8-foot sidewalks, curbs and .,utters will be reconstructed. Improvementa will be made to traffic signals, street lighting, cbarmeliratioo, and storm drainage. Alm proposed is to underground the electncal power lines. Existing improvements that art in goad condition will remain. Street trees will be located at the back of the sidewalk and landscaped buffn will be seasoned where necessary. Replacing the existing lead joint water mein from Bronon Way North to North 5th Street, installing a new water man from North 8th Street to Garden Avenne North.and installing a new 10"sewer main from North 8th Street to a point 300 fat north of North 10th Street to eliminate the Boe•.g lift station am aim proposed m be part of this project and will he included in the phasing and construction of the roadway, 12. Location of the proposal. Gist sufficient infonmarion for a person to understand the precise location of your proposed project, including a tuner address, if any, and section. township, and range, if known. If a proposal world omr over a range of area,provide the range or boundaries of the sitefsl. Provide a legal description,site plan,victnity map,and topographic map,if reasonable available. While you should submit any plans required by the agency,you arc ram required to duphmte maps or detailed plans submitted with any permit applications rehued to this checklist. Park Avenue is located in North Renton west of Interstate 405,and just north of the downtown Renton area. See Figure 1. The improvements and/or widening to Park Avenue will occur between Bronson Wav North and North loth Street(Boeing K-9 gam). Park Avenue North is located in Section 8,Township 23 North.Range 5 East,and Section 17,Township 13 North,Range 5 Fiat. hp 4 sir la :.P 4 �T, .�,?'�� xJ fsi , B. ENVIRONMENTAL ELE\¢NTS 1. Earth I - a. General description of the site(underline one): I E .rolling,hilly,steep slopes,momtauwus,other l b. Wha is the freeness slope on she site(approtimate percent slope)? - Two percent. a What general n s o soils me found on tie site P 8 p ? If g Tc f J ((o;exam le, claw,nerd, sass!, eat,mucky you r ' know the classification of agrimlrvral soils. -peeify then and not,any prme famtland. t, The types of sods that ate found on the site arc classified as urban land(Ur) by the USDA SCS Soil iSurvey for King County(1973). These sods range from gravelly study Ina.. to gravelly loam in texture. J. Arc then surface irdimriont or history of mutable soils in the immediate vicirirv? I[so 'ascribe. A property owner has stated that vibrations can be felt in his house. During find design, the City will use and tests to determine any special design or construction nerds. e. Describe the purpose, ape. unit approximate quantities of any filling or grading proposed. Indicate source of Jill. Existing grades in planned new pavement areas arc generally close to the planned final grade. The use of fill is ram anticipated. Excavation of approximately 3,500 cs'fc yards will be disposed of at a site approved by the City Engineer Roadway excavation: Assumed pavement section used: 9.5' ACP - 0.792' 1'3_0' Crushed Agg. - 1.0' - 1.792' Roadway excavation for new widening sins: 53,119 x 1.792' - 3.525.53 - 3,526 CY 27 I. Could erosion occur or a mull of clearing,cuasrrucxion,or ate? if so,generally derceibe. Erosion due-a surface water sun off can be expected during construction as the roadway Is widened,fills are placed,and sidewalks are reconstructed. i S. Aboler what permits of the site will be favored with impenioiu surfaces after projects construction (/or example,asphalt or buildings)? Approximately 97 percent. Them will be an Increase of approximately 0.47 time of impervious surface. f J has 5 ofle k S Li e 1 qif v .aw "!ice 4C1ra *, 4r h. Proposed measurer to reduce or control erosion,or other impacts to the earth,if any Temporary erosion control measures will be used during construction. Such treasures would include covermg stockpiles associated with emstrucuon and the use of hay bales and silt fences to reduce run off. 2. Air a. Mar ropes of emissions to the air would mrid,from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is complered? y any, generally describe and gsw approximate quantities ifknouw. Temporary dust. odors, and emissions from construction equipment and paving operations will be generated during construction. Whin the project is completed automobile emissions will decrease due to reduced traffic congestion. b. Am there any off-site sources of emissions or alor that may affect your proposal." if so, generally describe. No. c. Proposed measurer to reduce or romrol emissions or other impacts to air,if any: The contractor will be required to provide dust control measures such as street ek sin 1.sweeping,sod spnniding of the construction area and stockpiles. d. Water a. Surface Water 1) is there arty surface warer body on or in he immediate xacotav of the site (including year-row.:and seasonal stream, salty ,er. lakes, Finds. wetlands)? If)rs, describe type and provide names. IJ appropriate,state what stream or rivsr it jfows into. The Cedar Itiver is located approximately 230 feet south of the project and Lake Washington is located approximately 1,800 feet north of the project. 2) Will the project require any work oxrr,in,or adjamm to(within 200 fret)the described wavers? V yes. s. p-as,describe and attach awilable plans. No. 3) Estimate the amount of fill and dredge material that would be placed in or removed frwn surface soarer or werlards and indicate the area of the site that would be affected. Indicate the source of fill material. None. a) Will the proposal mqu.m surface water wishdrawnls or dixrrrions? Give general desorption,purpose, and app-osimote quantities if krumm. No. 5) Dews the proposal fie within a 100-yrurJloadplain? If so,note location on the site pltn. No. has 6 of la a-a 04 r �MIMMIIeew...,.. 6) Does the proposal involve any discharges of waste materials to surface writers? If.o,describe the type write of we and amtcipaied volume of discharge. No. b. Ground Water: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description,purpose,and approximate quantities if Mown. No 2) Describe waste material that will be discharged inao the ground from septic tank or other sources, if any j (for exaneple: domestic sewage, industrial, containing the following chemicals .; agricultural; we.). Describe the general size of she system,the number of such systems,the nanber of houses to be 1 served(f applicable).or the number of aeimaO or humans the systemis)am expected to serve. None. c. Water Rum off Owtuding storm water). s 1) Describe the source of run of(including storm water) and method of rollecrion and disposal, if any I I, (include uamiries, i Mown. When will this wanerflow? Will this water 9 f 1 pow into other waters? !f so,desmbe. iThe run off from the roadway, sidewalk. and adlaceot properties well be collated in new and existing concrete curb and gutter, and drain into new and existing catchbuins into an enclosed drainage system. The south half of the project will continue to drain into the Cedu River,and the north half of We project will continue to dram into a pond system dowstmam and into Lake Washington The future flow rates from the completed project are oily slightly higher than the existing flow sates. (See the Storm Drainage Analysis,Emraoco.Mash?. 1992.) 21 Could waste materials enter ground or surJucr waters? Orin,generally desmbe. Pollutants.saociated with stormwater rum off may enter the Cedar River andior Lake Washington. d. hopored measures to reduce or control surface,ground,ia_a run off water imparts,if any: Ron off from the area from North 6th Sheet to the north for 850 Iml would be conveyed directly to the North 6th Street conduit:and drainage from 850 fat north of North 6th Street to North eth Street would be conveyed down Park Avenue to the north. This mroutteg will avoid stormwater drainage through 1 private property as well as alleviate flooding problems that currently exist The drainage system will include c wet vault to Im,t cars off in accordance with the King County'Surface Water Design ManuP. Other areas do not have hooding problems and will have ntimmal impacts as a malt of this project. i i I � i e has t of le .. ._.__--�,,,�� __ ..•��..._. .....:..oat �, : r yL'sal. V i d. Plants A. Chest or underline tvper of oagetaron found on the site.- deciduous tree;alder,maple,aspen,tither evergreen use;fir,ceder,pine.other X shrubs 1L grass pasture crop or grain wet sot'plane;quail,buttercup,bullrusb,skunk cabby [� water plants: water lily,eel grass,milfail,other �'other other types of vegeuttton b. Whar kind and amount of teg,,,jan will be removed or almmd.� There are no street trees or litrdsuping located within the public nghtof-way, however, there is landscaping on private property abutting the emsting sidewalk. Landscaping will be restored and street teen will he planted in accordance with Renton design standards, 6 c. List threatened or endangered species brown to be on or near the site, Nacre known. d. proposed landscaping,use of narrow plants,or other measurer to preserve or enhann vrgeralion on the site.if any. . Street trees wB be planted in accordance with Renton design standards and landscaping buffer on pnvate � property will be restored. 5. Animals :...,::. . ..,,.. a, Underline any birds and animals which hate been obrened on or near the site or are known to be on or seas the tire: Birds: hawk,heron.Ingle,songbirds,other: Mammals: deer,bear,elk,beaver,other. _ Fish: bass,HIM,Dig,he;sing,shellfish,other: b. Lis:any threatened or endangered species known to be on or near the site, None known. A . c. Is the site part of a migraron row,? If so,erplain. Due to ite location within the Puget Sound region,the site is in the vicinity of the Pacific Flyway. d, Proposed measures to prrserYe or enhance wildlife,f any: None. 4 has a of H J Y A i- -1 6. Energy and Natural Resources J i a. What kinds of energy(electric, natural gas, oil, wood stove, solar) will be wed to meet the completed projecr's energy needs? Describe whether it will be used for hearing,manufacturing,ere Electricity will be used for dluaunauon and traffic signals. Is. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. C. Mari kiwi of e.<rgy conservation features an included in the plans of this proposal? List other - proposed measures to reduce or control energy impacts,if aav: Any mercury vapor street lights will be replaced with more efficient sodium vapor street lights. - 7. Eroironmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and r'-* esplasion,spill,or hazardous wasre,the,could occur as a result of this proposal? lfso,describe. There are no known environmenal health hazards on the site. I) Describe special emergenc)services that might be required. J 't None. 2) Proposed measures to reduce or control environmemal health hazards,if any: Standard building materials and methods will be used for the construction of this project. a. Is. Noise: 1) What types of wise exist in the area which may affen your project (for example: traffic, equipment, ) operation,other)? 1 None. ) kt J Fitts 9 of le I .) Why types and levels of noise would be created by or associated with the project on a short-term or a long-term basis(for example traffic.roytruction,operation,other)? Indicate what hours noise"old come from the site. Construction activities will cause a temporary increase in noise levels as tugh as approximately 90 dBA. City Code allows construction noise between 7:00 a.m.and 10:00 p.m. The noise level associated with the predicted standard traffic volume increase on Park Avenue will not have a noticeable increase within the next four years. The estimated existing noise levels are 57 dBA between Bronson Way South and North 4th Street,and 62 dBA between Noah 4th Street and North 10th Street. These estimates art made using the FHWA Highway Traffic Noise Prediction Model, Nomograph December 1987. This model indicates that a doubling of traffic volume is required to cause a noticeable 3 dBA increase in traffic noise. As traffic levels increase, there would be a long-term cheese in traffic nrdse. 3) Proposed measures to reducir or control wise impacts,if any: Noise levels will be controlled by federal,state,and City regulations. i 8. land and Shoreline Use a. What it,the current are of the site and adjacent properties? The current use of the site is as an urban principal armnal with adjacent properties associated with residences and businesses. Throughout the project length,houses,apartmen¢,and offices are located in S close proximity to the existing sidewalks. Setbacks generally vary from was to fifteen feet. b. Has the site been uma for agriculture? Ifso,describe. Not in recent vears. c. Describe any structures on the site. Structures on the site are two pedestrian overcrosstngs,and four sections of covered walk-mays. w d. Will any structures be demolished? If so,whar? No. e. What is the rvreem zoning clam icwion of the site? The properties located north of Sta.50+60 along the west•tde of Park Avenue North,and the properties located north of Su. 45+35 along the at side of Park Avenue North are zoned H-1 and Heavy _ Industrial. All other properties along the project arc wised B-1,Business District,which is a commercial wee that permits a wide variety of uses, including entail and office buildings. (See Appendix for Sta. locations) f. Why a the current comprehensive plan designation of the sire? The comprehensive plan designations of the site are heavy industrial,mc.-eation.and commercial. Heavy industrial is primarily located along the north half of the site with a small area designated as recreation r located to the at of the center portion of the site. The commercial designation is primarily located along the south half of the site. Page la of N } J a �J w tar � 1 j, e 8 Japplicab4,what is the tvmm shoreline master program designation of the site? 711e site does not have a current shoreline master program designation. Is. Has any part of the sue been clnrsified as an 'enWromnrmdly sensitive, area? f sa,specify, y^^ No. 1. Approximmely how many people would restae or work in the completed project? Does not apply. I. Approximately how many people would the completed project displace? None. r It. Proposed measures 10 amid or redun displammeu impacts,if any; i Alignment Almmative Analysis and Value Engineering Analysis were performed to fad the lent displacement Impacts and associated costs,among other issues. As a result the roadway where widened will be 56 feu instead of the standard 58 feet, the sidewalks will be 8 feet instead of the originally i planned 11 :at and widening will be done oniy were warranted. This makes it possible to accomplh the widening needed with no displacement impacts. ^\ 1. Proposed measures 10 ensure the proposal is compatible with u(stiag and projetred land uses and plans,�i if any. Impravemenis to Park Avenue North ate a part of the City of Renton's overall plan to reduce traffic congestion and improve safety conditions within the north Renton area. 'Me project is compatible with the City's mr,,g,and comprehensive plan designations. 9. Housing I. Approximately how many units would be rosided,i(att s hoasia P Y Indicate whether high,middle,or low income 8 i - Does not apply. I b. APProrimately how many units, if any, would be eliminated? Indicate whether high, middle, or low- income hawing. None. c. Proposed measures to redun or ventral housing impacts,if am:• s Alignment Alternative Analysis and Value Engineering .Analysis were performed to mimmuu housin impacts,among other issues(see 8k), g Pane I I er ht F I 10. aesthetics a. Who, is the tallest height of any proposed sa ucture(sl, nor including maenmas; what is the principal exterior building matenal(s)proposed? power poles are the tallest stNetures and are made of wood. If power is put completely underground street light poles would be the tallest structures. 7my am approximately 40-fat call and made of concrete,alum...or steel. b. What views in the immediate vicinity would be altered or obstructed? fhe views along the project will be altered by street trees,landscaped buffers and landscaped medians. c. Proposed measures to reduce or control aesthetic impacts,if any: Undergrounding power, replacing impacted landscaped buffers along private prop v, and adding street noes and landscaped medians arc all proposed to beautify the roadway. t1. Light and Glare a. Whar type of light or glare will,he proposal produce? What time of day would it mainly occur? Any increase in automobile traffic will.crease light and Slam during nighttime hours. b. Could light or glam from the finished project be a safety hazard or interfere with views.' No. c. What asisting of-site sources of light or Slam may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts,if any: Street lights will remain directed to the roadway and desigued to m.imze the light reachin, adjacent properties. 12. Reveation a. What designated and informal recreational opportunities are in the Immediate vicinity? Liberty Park is located near the south end of the project and Gene Coulon Memonal Beach Paid, is located north of the project These parka provide mury active and passive recreational opportunities. b. Would the proposed projea displace any eststing recreational uses? !f so,describe. No. c. proposed measurea to seduce or control impacts on recreation, including mcmanoo opportunities to be provided by the project or applicant,if any- Non.. Ras:2 of le f 4,. ��x n tyt- e'A 1 13. Historic and Cultural Preservation l I i a. Are there any places or objects listed on,or proposed for,national.stare,or local pmerwaion registers brown to be on or next to the sire? If so,generally describe. 1 No evidence of significant historic or archaeological value is known to exist on the site. b. Generally describe any landmarks or evidence of historic, arohaaologieal, scientec, or cultural importance known to be on or nrsr to the she. No evidence of significant historic or archasological value is known to exist an the site. c. proposed measurer to reduce or central impacts,if any: / None. M 10. Trartspartadon I a. Identify public srrmi and ghways serving the site,and describe proposed access to the existing street I{ system. Showonsimphrns,ifany. 1. 'flue majot highways and streets that serve the site include: 1-005, North Park Drive, Bronson Way North,North 3rd Street,North 4th Street,and North tith Street. Jb. Is vim evmntly served by public transit? if not,what is the approximate distance to the nearest rramir stop? Yes. c. How many punting spaces would the completed project have? How many would the project eliminate? The approximately 77 existing off-peal parking spaces south of North 3rd Street will minain. No additional parking is existing or proposed in the roadway. The project wv eliminate up to 10 private parking spaces. d. Will the proposal mill tre any new roads or.urvers, or improvements to existing roads or meets, nor including drtvewasr? If so,gerrrnilly describe(indicate whether public or private), boas not apply. e. Will the project use (or occur in the immediate vicinity on water, rail, or air transportation? If so, generally describe. t } Renton Airport is approximately 3,200 feet to the west of the project. The proposed project will non occur near any public railroad stations,however,Purlington Northern railroad lines am near the project. i 1 f. How moray vehicular trips per day would be generated by the completed pro4n? If known, indicate 1 when peak volume,would occur. rn.es not apply. Rea 13 of la I g. Proposed measures to reduce or control irutnportmion impacts,if any: Roadway and sidewalk improvements will improve the traffic flow through the corridor. and reduce conflicts and accident seventy. 15. Public Services a. Would the project result in an increased need for public services !or"ample: sire protection,police protection,health care,schools,other!.' !l so,generally describe. No. b. Proposed measures to reduce or control direct impacts on public services,if ay. Now. 16. Utilities a Underline wiliva currently available at the site: elettri , natural say, roarer, refuse service, telophon, ,sanitary sewn,septic synem,other. b. Describe the utilities shot arc proposed for the project the utility providing the senice,and the general canmrtctton activities on the site or in the immediate vicinity which might be needed. Coordmanun wish the various utility companies will occur with preparation of the construction plans and aruxificuioos. Several utility poles will need to be relocated. Undergrounding of power and telephone ham will be investigated during final desigc. Coordination will occur with the City of Renton Wastewater and Water Utilities for the improvements tbay propose to be part of this project. See section A ll. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them W make its itss decision.proponent: rls.Ce1� N,mePrinted: Rieman f.. Atari -Pith A Mann Der` Date Submitted: 10 VIP J PW to ar to t, i 'F h i I `1r W I I APPENDIX PLAN SHEETS i t I � �....,. 77 4 � r r , S r� \ • ROI#LLS i Iilv/i rlRpl . 4\ CITY of RE«TON PARK •VENNE N.IMFROVEWNT5 — �— FCM I PLAN MGM Mai J n yso y 4 1 ^ uynax'�amY�XytXYEYYR111ElYY wYEn l IYpYY 1 YIY YLL I{{IF[[. 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'A rl►1 1 JF r _ ' �� • \.1 .� •eCONTRACTOR SIGNATURE ms INSPECTOR � L • • rr • � . � � ia♦ � f .� �� _ . . l�lrSat�6V� t i' L 1 DAILY INSPECTION DIARY REPORT DAY: �,"�`��,_ DATE: / /� �'1 WORK PERIOD: / a.m./pi. to 11 ++�•/P•m• WEATHER: TEMP. MAX Z-F MIN SO, °F PRECIPITATION: �VDAl WORK ACCOMPLISHED TODAY: i 9 ��1J WIMATSi I � '_C 3 �PF2AT�P.�i CAS` Sfin h T r1}n� `o 4, �CpMA5Tt1 �A• tin �. I>!� L- � nAnF2 GrQ l b(lL r3I Ij 7- 3h 2 SO 3 TfL"r"C Co�JTR�t_ LS — RID L F �Ava rwTrl�.:'T L� -- �05 11.5 85o ' = (��]oY�+,tZ� �rtl�pE CEL Si IALaL �OnLSt, CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: I A • a I I . • • - _ • Cam! C � s ► _ Mg MIN; _• ' • yam w► - � • u ' [� �� I it [� 4 _ �t•[ IC_. ?S� 1 I,{ . • i i. _ .� .. i� �. DAILY DIARY REPORT I.t • OD f TEMP. WORK ACCOMPLISHED T�DAY: Jfi tnyj -To ' 1 r J RECY _ ' r . . ..� , 1. I f . • _ • ■.� . . . ElAtlq .• �. ! :r ♦ ` ,• .Y ! I LC wn 1 u • ♦ I N4 . • CONTRACTOR SIGNATURE i O. s •q / ■: DAILY INSPEMONDIARY REPORT WORK .. WEATHER: 7. . . • TODAY:WORK ACCOKPLISHED . • .. .r . .1• Tr • , I_ • ,1 r CX M tr . a . UM ' r I . I•�h�•�� = 1 I r �I. . • / _ • �•• �_�•. • _ .wv _• ♦._ , '" .•ems �s� r � - Z •AZ u.. . t► ► • Ci .eu • _u i /! DAILY INSPECTION DIARY 3� REPORT # DAY: Tj E�,pgy ..�.DATE: / cj WORK FERIOD:j a.m. to 3 ate•/P•m• �� r WEATHER: CuP uDY_ TEMP. MAX G9*F MIN 50 -F PRECIPITATION: h.lo`1E IWORK ACCOMPLISHED TODAY: P�2{C Alt=. rJ i SCGCCOLp c CKiST C I.or. -rlNa IEDTn RFMf)1/T✓ T14F CUT-SIDE �RI V F L.Q r l RT F2lJ M SCAT In r 1 34+00 Tn '�� +00 TITM ( WIT IT TF(15•DATADATE 305 PAl1 IvtPJCf REMo\IAI . 5.�— Z&B ,299 f b l I CRUS!-lt✓� TOP GoUfZS>r DID r�c�r REC.IEN�. A�1Y 'CICKETS j i — — I I j CONTRACTOR SIGNATURE INSPECTOR SIGNATURE' DATE: C t• _ r. _ • � iL• r • �• • r_�r ' .�� t_ a. L•� •. • '. . I_I. to � _ � V G ►. , . - _ IWalwal rat i f. F _ •• 04 P •mw OWN %fob pi LVM � � • _1 • • .i Li t • 1� r r k 2 aF Z DAILY INSPECTION DIARY � c 30 REPORT � pal 5 DATE: /D WORK PERIOD: a.m./r... [o `J\ a.�./p.m. WEATHER; ` 1 )✓QQ _ TEMF• !MA% &'F MIN °F PRECIPITATION: IVO1.�)= iWORK ACCOMPLISHED TODAY: C, i T��M � S•TLT� t It`l1'r TNlS bATE. t� Q41"� '� 2.05 31504 'h ' TLQGGIC ('l]r1T _n I L• . j '3� 1 �t7 MlX Tart PAIb ICJ, 'L-7rDct Pp1b . I C}L3All�L f:LR.RIYrI '.��c L�1_ 5 5:f�. Pam. 7-ZACv-rr)d el S.A 11 Y eEPni�Z �o� M EI�I 1v.Lp�41Q I i A CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: i r J DAILY INSPECTION REPORT G 2. .. TODAY:WORK ACCOMPLISHED �. I LD . t MAtm • a i:l�, a2e. D6 _• . • ram �- i' N [6p n rr _ ►.• . -t AAj ..� tp. r • ' • • � �. r-n QM ADMAN • ., �. . DAILY INSPECTION DIARY REPORT t DAY; � DATE: /� /J� WORK PERIOD: a.m. to`✓` _a_.:/P•m. n EATHER: TEMP. F1A% ! °P MIN53 °F PRECIPITATION: WORK ACCOMPLISHED TODAY: n A 1 1p "Y+J1rTi�l Ilk " r'+ 1f1 t�A T aF I I IJ rt Ti�LSbA7E TU DATF 3Q I MOBS uZATI S �� 307- Cunt 2t�n-rD2 Su�UEY11,lLi LID Q F}1v�1+1L�nt1 2 N1rnit�L 306> 5AW r,M'If.14 Mi _ Tn►J .0A onfZ aT NAB 9-( o n �F4ae1t , GL, "�" L5 es>= 17.8 Co 31. 2 13 ywI,1c.l�ajL V-)a 10lo•O 16(o,Q 5 12 I P MAI r l A" Drd L F �� tZ� — F u, �F�� -tz� c�on�flaTce ��11 � .`JUC�MfC1A' �? �1��n�►IPr4e�rr oe� 5ss>`_ 1 CONTRACTOR SIGNATURE ' INSPECTOR SIGNATUR DATE: 5 J • • • - RECORDMEN DETAIL COST � m PROW W, IMME IMMENSIM NMEMMENEMESEMEMNNErSE■ NEW NEW MENEM MENNIMMEMOME IN �r�N����■i n t�� . . �NN� ni��■rrasaf �r'HFd■E�!!� ��N��N■■ram ' N����N■■i7C3J �* ■�nsacn ■ins ■mu ■l"m ■krn� INSPECTIONDAILY TEMP. REPORT ACCOMPLISHEDWORK O, • r t. D �tlkTIR7-Z M Al 0 7TI9,M • & L ! •. ! i ■ ■ • • "t V1 • i fI TP zt I cl? PR_�.tKrT la, E:V_ , ► c• PL ► • . PD u :TtkV-ft . 1, • N _s•ci. • . r. "Q s.. .) -V�a .I• M. ' 11. • ►Ge I . _ ► r {:�.��� ..► ./ ..��� (� � A � '{ �.i � C1�'4 ilk CONTRACTOR SIGNATURE INSPECTOR SIGNATURE V FIELD NOTE RECOPn BOOK NO, PAGE CONTRACT NO. STATION STREET SEGMENT STAKED BY: DATE W�STARTED INORK COMPLETED MEASURED BY: DATE DATE CHECKED BY DATE INSPECTOR DATE ■■■■■ ■■Ts�1■l�'lll�'*�I'7R3'� .rZV6 Si LET.�1 �■■■ ■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ GROUP RAMS BASIS CAPS NV� EST ITEM NO ITEM NO. _ '.6177 ® Q OK NO. �67 7 �ci�1 - �N■■N 5 . . INCi�I. : ��N■■N —�� . � �i�NNN.N�N■■N N�NNN�N�=■■N N NN �N� ■■N =t. t �t3� a DAILY IWACTION DIARY DAY: u - WORX PERIOD: REPORT tPRECIPITATION: C Vas _ C ' — • • r a� • �_ \ • • 1 •1 /I - � � - - ram �• � _ � � .��� ■ -ate\` - • ■. _ V A •Me iI! ri -Fzs \ A 7 f y i I.r A " i F ----- pL Speed Letter. 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WORK ACCOMPLISHED TODAY: •J .e/ f. _ • ' : , f_ r _ -fly • w� f♦ ` C.tf y / rlt. • Dp • f. r e •t C 'I•C �: �., FIELD NOTE RECOF BOOK No. PAGE OF CONTRACT NO. STATION STREET SEGMENT STAKED BY: DATE IMORK STARTED I�RK COMPLETED MEASURED BY: DATE CALCULATED BY: DATE CKECKED By DATE INSPECTOR FT a, ITEM 'ZITOATE '"07 �� N�NH H�H�H■■N a %,.•:,fib F�I/•7l�N�l�'�r7��a�� ; a i d iLY st i r _ 4 } ( _®® FA x 4 �J vv w4 ' i is i 1 x 1 1 Speed Lettev p `{R , To ..From ;... rEawe t/' C f• _ I. , is— = = i.vL . '�R�; /Z Z_ :X>,[ �'•;A/ T!>a/` =C�45/ : Z <I .�A"1/%..� Or .'�IS ;�/FI:S L AG G .-I :�•��C 711)77- ,ti/� /ES oG 7::�:C• ry�� ,.-y ^/•�NTH � Gn /"/I• 9-11 SIgnW '- RECIPIENT—RETAIN URN OVER FOR USE WITH WINDOW ENVELOPE. O a DAILY MPECTION DIARY • REPORT DATE: O• WORK ACCOMPLISHEDOD lip. _i-n rim • �_ � .� • �.' . .ems •u , • _ u [: . i . L •• a • f+�[�,C • !_ • •'• r� a / it L• i r • / u ' + f. rlIP ki • • , �- .,, ' A(70N�TRACTORSIGNATURE INSPECTOR i. e �' Y BOOK NO. PAGE OF CONTRACT NO. STATION STREET SEGMENT STAKED BY: DATE WORK STARTED w MEASURED BY: DAM FIELD NOTE RECOP") Al 6(lecv CALCULATED BY: DATE CHECKED BY DATE INSPECTOR DATE GROU ITEM ITEM NO. DATE .......... .... ............ UNIT QUANTITY ACCEPTANCE NO. 11 ' H HHH�H�H■■H H®® 260H�H■■H m _ _ ' _ H Z635 H■■H ZEN CONTRACT NO. STATION LEFT RIGHT LENOTP MOTH T REMARKS 3J6 FACE TOTAL P FIELD NOTE RECORII FCDN�ZRACT NO. ETATION STREET • CA)CUI�ATED BY: DATE 'CHECKEDBY DATE TOR /DATE DATE ,ml :2-i ■.. �■i�FTa■i:i■�iiiiiiiii=i�i�i--I ■ GROUP RAMS ASIS OF ITEM NC ITEM No. DATE ® ' ENTWY N � NG)�®Ili No NDl/.ElADi UANTITY NO. 'BATE ENTRY K3TOK NO. J N4® ME - 1 � 1{'j ktw + l\p �r R,a t ik DAILY ON DIARY WORK ACCOMPLISHEDTODAY: a •' � s . • r_ • • _. ■ _ . , a icy _ . �M 1. ■ � . �. � � _ . . N .p • ) A w . ■ ! .tr �: u : ■ .ram 7� • i • t 1. . . . ■ y 1 — V• I a � • ' `` .tea ' ` �� r • _ a d.� • 4' • ' e 'l 1. ` •. _ S FIELD • RECO" PAGE OF BOOK NO. STREET - I DAM WOW STARTED WORK COMPLETED MEASURED Byt DATE CAj,CULATED BY: DATE CHECKED BY DATE INSPECTOR DATE 9. ITEM ITEM NO. DATE QUANTITY NO. MATERIAL ENTRY MSTOK NO. ACCEPTANCE NO ® , . _ , ®®N���N c, rAi o ad s y; a s •h` F,yyn j 1 i 1 • • CONTRACT NO. STATION STRELT STAIKED BY: DATE INORK%TARTED WORK COMPLETED MEASURED BY DAM -��]CECKED BY DAM INSPECTOR DATE BOOK NO. PAGE OF •. ■n■■■■ ■■■ ■■■N■ ■ ■N■■■ ■■■■nC■■■■ NITEM No ■■■■■■■�■■■■■■ ■ iii�u��■i=iii=i�iii�i■iiii ACCEPT NO. CCEP AN CE n NO. MATERIAL ENTRY NO. ®��Nn■nNRAMS us.. CAPS NIT�3 EST UNIT �sae QN■NO EA zwcW a,[> T k4t L A- I t-A m�t kAe t> L4�—A-T if ioji■■N■■ ■N■■ t i _ _._ C •ti r r � 0 t . io . 0 •1. .ir .+ ' ;. G � Ott!; : . - . __ ice'/ _ '•/ �_� ` •It• . � .. 1 i. � • II �a . � V _� • t • _• • if • r. .ri ri I ' I / ► ai' V 1 40 r. 1� 7'. 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SEE . •.Nr-/70 •N��■■N ® • N��■■N M o or Speed Letter, , From To Subject MESSAGE \ [� _ I 1 y'= Dale ' - i- Sigoea REPLY - Date Signed yNa RECIPIENT—At._IJ WHITE Cr",RETURN PINK COPY. cvoanar +• TURN OVL. FOR USE WITH WINDOW ENVELOPE. .yK r DAILY IWSPECTIONDIARY REPORT TEMP. OJL OD . 2 s i ► TEMN ` i/ V 50 • ; CO �•i - • c • _ _• s s • / fpi- a1Y� _�_ • • _ AT 7 • ` 4 • L • • • - ti •[ _ a 6 _ 9. • ►1• TT fiCr)Y • •• Tc, . {w `•i • • • Y Il �• a_ �mil[:. �C. - =� - a• ' i W! W a •.[• ..ram 140, CONTRACTOR SIGNATURE t !� V_ SIGNATURE * A w 4 FIELD NOTE . - aC,DK NO. PAGE OF STREET SEGMENT STAKED@ DATE MRK STARTED WORK COMPLETED MEASURED BY: DATE CALCtlATED BY: DATE INSPECTOR DATE ■�■■■■■.■.■■■■■■■■.H.■■■.■■EST ouAmnTY NO. MATERSkL NO.'� rrEmr mo CLI JIM -7-Iq® N�NNNN �NN..� ,- .•... } 1� ♦ 1 1 i •r• •� r rr 7-3 f * •ems i�(- i • f r .s � . [ mo • � rl I 1 �• ► 1 r' �7 V •• ter/ A � � • _I � �i_� i s: N} FIELD NOTE RECOR� PAGE BOOK NO ISEGMENT CONTRACT NO. STATION STREET STAKED Syt DATE WORK STARTED V9ORK COMPILE rMWD MEASURED my: DATE CALCULATED BY: TE CHECKED By DATE INSPECTOR DATE /aaoa:�aaa© •ems■■/■■/■■■■■■/■■ NO. DATE ffEm rr�mc ACCEPTANCE NO, �OD Pill MA emy Jm ■■ v4 LIE 300 u�i uuu a■ u/■ 'l W-2208 Park Ave N Improvements CAG-94-029 4+ DAILY INSPECHONDIARY ' T. •AY DATE: 7 /9 WORK PERIOD: PRECIPITATION: WORK ACCOMPLISHED TODAY: • G•f ' Y ' f_! • I �•_ • •• zz \. • _ - lI s ". Tva & %Y in in W i4lim, 1• r •fE� ` . • r f • _ _ _ . L _kl _ f _ r 44 o • ♦ • ■ • V\'� ILA'' .'_\f+�. `� i .� Lr f �I . • 11 . .fir �. L. ' 1 ,. s Ef •. 2rjiuCz l;c cif v I rrg x- = pir 1 s .• f _ _ / • s •G • f ' - t f -- f DAILY W-PECf10N DIARY V REPORT 0 oAY: /DAy DATE: 7 /27/e4 WORK PERIOD: 7 a.m./ps to 5 M /P.m. WEATHER: FAQ TEMP. MAX _5�°F MIN '^ -F PRECI:� ITATION: Kjo Alt WORK ACCOMPLISHED TODAY: S 42M L-0 CVMTI I IEO \Al, T14L INLEn LLA7 �� pi TN hI£K! lin' I IATHAW "t> o►JE. VAULT Awln Ifn" byTTEe- FU( UALV1= . 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STATION STREET SEGMENT WORK COMMIMED &TAXED SY: DATE WORK STARTED MEASURED BY: DATE 71 CALCULATED BY: DATE jC"ECKfDly OATSI DATE ■■n ■ ■■ova■ee■■■ .■■ ■■■■■■■ ■■Q .■■■■r�►��son■■■■■■■■■■■■■■■ e�Q�,E�►�■a�n®eooi■an■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■ DATE UNIT ©�� ENTRY y• VL .. E3f-iGi3�7i�-7i�'i■■i i�iii�i��■■ i�.�3>•iii�i��■■i iGr�.�i��®i��■■i Y y.. i �y r 1 a R�4 NN.._ Ir ��• 1 1 • A � ' • • ' _ • 1� • • G / �� s /_• i r r Y r r r r r r r DAILY INSPECTION DIARY 3 REPORT / SAY: lA1CDA DATE; L/Z7P .WORK PERIOD: 7f a.m.Ap to a,w,/p.m. WEATHER: CL.G02 TEMP. MAX AS 'F MIN 5.5*F PRECIPITATION: �'yL WORK ACCOMPLISHED TODAY: Pta 2rc Awe. ha �� ' n Cb Yr, fEn �n PlC TN I/ " 1A�rtT�2 G�IA,/J TODAY r -QM tO- - nwi=gn + 50 -Mtt7+ t, Oo,-^ stjx aCA ' l kALAC, 2EA011n �M -;: �,',xP, kr P�)! 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MAX JL°F MIN Ss OF PRECIPITATION: /i.o1„Z. 1 r I WORK ACCOMPLISHED TODAY: ✓ be a �i r S I ✓ /� -; 1 rk- oe 1 r i 1 T ) I G le— brTV i , p o an e h D ' d9 iLl, y t � P CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: a I r r r r 1 DAILY IISPEMON DIARY (c'. z Gn F!A aex: DATE: i /Z7/ad WORK PERIOD: 7`na.m./r..., to 3�O.,,e, REPORT / /P.m. WEATHER: CI..�AI- TEMP. MAX AS °F MIN SS°F PRECIPITATION: WORK ACCOMPLISHED TODAY: � `.1`a`^ � Cb rr at1 T'1 TD �l 1. TFN E' (o" I�µ�TE.E A•A AI�1. TUDAY ✓/-7M 4T'[lTlh til= SO + SO TIC' 17+5n. zz,o Ai i 2A 11 i AS Ce.r nyen F?.OM —LE Sj,-Af- ,C.T EAC" L°P�cc TNft f'1 wIA,L ?ll w1 m FxA D11--1.���f-�n2w,,1 R- MA1 IS Cn 1LITp F :1 n),�cn)A AVM 1�E{AIIS� Tti-'I'Y T mar 8� t^F= TStP S�RtET �bP_� 3'0o P14 �ruFo prTvtTl M•L, ELEC. �ouRED �lE ?�A � !aT NTH fA2K 9 _ �(1W1� CZEu.l �ae.�.l� W� aFv+ur<c-./,•fir_) �+12�i CsII-T�v_ =r�n.n .`TpTIhrJ J� Ti7 25 � 50(LT,�� zru'L-`- ,la WATT (G Ilu- 5zz px%c Ave •r PA\RED E�Y Gu�rCIZaCfC, �:t�l.'fZAC-TM CTtA '�-.7 A 'CJ21UFIw'Q'I FI1rJ''l. T6 QESI, pe .!CE AT 377 PP,2Lc AuE, Q, 925'= ��A'JGY A'{ �tiOM (e�1 b P�2'c Auc ( _T 1 Tp tllE 6uit�r _-`�` (o3S PA2� AUK (V.11Tl-1 rL �yat.IS Ccl.lCuruzEtict 1 C A�z"C�nLD1=po OK3tr- 1���"r7 I.SC� AT CJ�06 1-1 .irl� TlIG1E PC)(11 Ar,.o Iy-1 >:E IAI S Pee-ze Foe "�E�l 8 EQiiiP � S_EE C6fyTT¢PL'T02`� •�1AQY --f_.LD ?A'! /711flJ.1'\TI�S M<n�� �nt✓ �r4 r.6\" � 11n �.oR�D CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE. a f f <i y"- f ■■■■■■■■■■■■■■■■■■■■■�■i■ mom ■■■■ ■■■��?�aZ7�l3�'3a�fJ .,�ii��i�i�■ ■■■■■■i■■■■■■■■■■■i■■■■■■■■■■ ■c�:s■■■i■■■■■■■■■■■■■■■■■■■■■ MEN ■�■©ern■:a■�m■ip■r��r■■�R �r■■■■■ ■■■■�■■mom■OMEN ■■■■■■■■■■■■i■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■i■■■■■■■■■■■■■■■■■■■■mom ■■■ ■■■■■■■■■■■■■■i■■i■■■■i■■■SEE ■■■■■■■■■■■■■■■■■■■■■■■■■i■■■ �HHH�H/�.�H■■H ME ME ME WE MOM ME ME ME SEEM ME �Hi■�iH���HMH■■MH DAILY INSPECfICN DIARY 'I ..nY: M4AInAY DATE: WORK PERIOD: 7'�a.m./{..�. to 3 toe-rm•./p.m. REPORT d WEATHER: 14I CLDS TEMP. MAX _(�2F MIN 5�4 °F PRECIPITATION: NONE WORK ACCOMPLISHED TODAY: PA21c A.Ia. hl. `s sYx-,np r, Cn TI 1 D V l tTt l TIIF IIJSTAf L AT10� 1 bF TtI� tV VJ.aTT=V MA1ti1 f--Zn 4 STATIOKI ZZ+ ZO TO 5TgTlo I Uo+c N10 W47E2 Se:r-�jjCF— OCL L{ _I USUAL FRObLr_-M5 TI $ 'DATf F 1 P E R EDO I NG, t t'IA7 V M,&Tr-vlA L PIPE TQL7S 3o UJ . 1 e S bE.D_TO A"l E.UE CAMPACTIoi,I c,rnos ro an lb F/M TD eXLAURTL. B -4iklbTNE F`,CISITIklCi IAJAU. 1rAnnnJ 4Z + Z5 TD 4J+45 12T FOIL 5TzeEr viler=rl ��l A Lncf,-rz b ran A��Pc�oPrer,aT� rPArFI C'o1 TRnL p5 lti PLACE r P TZAFfIC CDhlT2pL PIAA1, SIlYL1t-Y lam,A.Kl rA.Y-A K C- Foe- TiA - SrnlzM •D2a1�1 :YT E:.ID of TW s PRCaTCT.T. 7UF- c'n►YbV r--TF- (111 T 1krm A cQu )t11T F-oa2 TWE- S1r2 h11AC- AT FA v. i: Iniu t_Cznx r os,.t \KlAln rAr I Fn SIT Koo_ RE:PA 12 31 OD T 1-41S P/M . rAlu E:[ vP Sew CON'i2ACTMb DAIt,Y 1210�_ 4.i LtsI7� � ,J`•I CONTRACTOR SIGNATURE INSPlCrORSIGNATURE DATE: i.....■■■"NHC!!■!!!!!!.■■■■■ ■■■■■.....■■. ■■.vim©:tc 7r� ±���� WE Hamm" f # _ ? 7 �r .a i i -"_ •1' � Ste' _ . � •..• � ��V • - ' + • r r r L • • -• • i �_ � . /�• s t►�51�.�'SSA i7 • FIELD NOTE RECORDr BOCK NO. PACE OF CONTRACT NO. tSTATION STREET SEGMENT STAKED BEY: 'DATE MRK STARTED CALCUI�ATED BY: DATE CHECKED By DATE INSPECTOR DATE MIA ITIM QIADATE UNIT QUANTITYACCEPTANCE NO, N® QSi7N�NNN N NNN�N�N■■N N N�NNN N N�N =-NNN N NN� CONTRACT NO. STATION LEFT _RIGHT LENGTH_ TOTAL REMARKS � • �4 ' I ` t is .. • .. rD >< DAILY INSPECTION REPORT f r . PERIOD: WEATHER: C-Lt�Ag TEMP. MAX WORK ACCOMPLISHED TODAY: • • • � �• - r .Y ■. • w, — ♦ _ I ♦1 •1.LY _• •.T -cx-celcbLf R _. 1 • . i- AL G :u _ W Itoq 1p YI r` f• •ter , �! ' M [1 ♦ ` 3 6 MOT 0 PE,TMINEU09 F, e. r / W n Y 11 gp «� I To SAT r3. -- -- ��,���� Spsed Letter. I PRGS. Suer • Fall _ PxA2V P�uRl,Y I F,t LU fr SuDNoI Pt_ EvinIOFF A 5� L rEeaAaE PI�i . M•NC,I Q t.e-t2.-I Al(' ;A Rtc> F-!.g pUFwlTLL l �Z A. - "' TNN I D 1 F WbTAl.1.Lp C> l 7. 1 S, ATIuN lU"LtC9 N Zr, 1 ST�EK7 REf - PLAIJ SNE�T IU nF Cn s;.,I B�LEq SP 9.b 8pmv_ �" fLtAbC �'2n,VlD� `Coin. c'vs-r tSTIMAT�., A• S. A. P FoR It.1STA►�INC 2t1d1�R-.11 gLL\" UFF &SLtt L.Lr i �tF•C>�C� �r�1.tT1ATl>,i[ A1.1`c ApClZ10A•'i\L. V.1[iL1L an 8 14 4 S,oN.a ?zr a — CoW� kf.EVAA1 S R Mwu AJo SENDER-DETACH AND RETA,N YELLOW COPY SEND WHITE AND PINK COPIES f NIL r rea* DAILY O' 1 DIARY REPORT # Y. •. WEATHER: TEMP. MAX IL_'F M14 S5_'F PRECIPITATION: WORK ACCOMPLISHED TODAY: ► �. t)• t-. I Oz. i .o. `• _ s I . • • . ♦ 1 a1 ." p � t I• r .ta �1 Lt\ ► P mot• tM s • .. C?E 76P C=05se !tee. licen , tawlempkia I rif - M' 70Z± num A VIA7E;P- ♦ . • / f• a l \ • • • ... . . ? .� f ._.►.. • ► a 1_ • AT1. a.]I' :• CONTRACTOR DAILY INSPEQIDN DIARY Co:oo PIM- 10,00 P/M W0 REPORT I V AY:V.1�lI S Y DATE: A /4 /9�WORE PERIOD: 7=�a.o./f.�. to +.�.�P•s• WEATHER: CLEM TEMP. MAX 'F KIN t�r PRECIPITATION: hln�.IC WORK ACCOMPLISHED TODAY: -PA9, Vt- 1.1 . 1(D" DL V.IA'r= VAAII.A A.T S'TATtoA! ?14 +50 ,,sr»wLz ,AtillA iA1bTALLI:0 A 'lout/ `JfxNlt A%4o 4cr hl oo f_ _ a AcToe xt," u F13 I 24 + A • Tll:-1" tW ti►em b p t-4. amd, �fr• CDwst¢A('-me R�C�rJ 1'DP COu2bE Tr, E_t-!M�t1 AT1 'ICE If nd. S'i QfL R�ui2.t✓'� �'OR Rlf�LIG `,r4Fi✓T1' i �yy �n.� v�cp�ir_G V�T Fb��LF�2 T1ZfrhlC�IlllC� la/dD 1�14UC�T ! PA�c 11=Z [`�wJOuC (� n►1 S�T �fA Y 1 0~!M �,-�;r' N1GNT ��4\F'f.Y ('OMp1.ET�i� SiDEV.IAIJL RE��tOIAL _ �^� SrA. iD+oo ,o STAT10.�► s io}6o Lr 'PHQv- Avg. . cT2-ACTO V1 AP� non CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: i DAILY IVEMONDIARY ' •. • G DATE:. 6/';)4 WORK PERIOD: WEATHER: CA-jp-Ld a WORK ACCOMPLISHED •i • . tl .... P 1. 1 ,MT . ' .. �j • . . • t. _ r, �, . • • � ► • ice._ �� ._. _Or," L7ve n>pltm _►C= MIX CONTRACTOR SIGNATURE INSPECTOR DAILY INSPFCrIONDIARY REPORT # WFATHER: WORK ACCOMPLISHED i a i / rtf r Zi / is _ LQC- am. A__. 77:1,45 y — 1.• Li � // r• �e. �I I rill/ i , I / / LT/7/AA AA /Z.,00 ZCo� P // I & �LIJ/ L [Ij. 49 6Z4,vg� R! 11 f W!4(IN776A i r - I i6e, Ao65.kl. CONTRACTOR SIGNATURE O. SIGNATURV 1 r - r 1 r I r r r - ( r r r r DAILY INSPECTION DIARY p,� co:M rim 10:06 ^./f! REPORT / hY�L}f_I?�7C.`.�— DATE: 7 /Z8 WORK PERIOD: WEATHER:C.LEAfL TEMP. MAR 77 .F MIN _•F PRECIPITATION: i WORK ACCOMPLISHED TODAY: PA 21G Apt. ti . Cyp TrJ$i ([n° IAIATeJL NLAI AI ",:I S 2/M I TU�Y R>=Tc�1 t2V'=D T14f- C4-r--Ati61 A16, P I ar RYtn.t_gn.l ,.ly„+.�I_�rArin►I'B^a+25 Ccl.'r2A�Tb� L'. 1►.�STA L.1.�D Z'S L trJ= �" 1 P I PF Ar a rLcc F'AR1L Avg b l� Douce ><t12S�T A�F To TIC IL4 Pofksr T 5ra 84+(o(o(fin IZ•(eT -nF - Ihr 'Dr-TAIL "C.' GFA4 1 �o Dr r la I o 56Q, -919 y PtLL l� &M TetAaW b ACZFIU., Ab it'itS a-A %ihi T4;-7- Roecf"19 v�F'1 , s Fb y�IeAegfn T>;,q�: coin M?X PaTe� %.!IA5 PLACtO otIF2 Til Tf-lF:W+. ?,c. A,je. r!. Aoaa IV A\jt - T11F- f.LV. 11T S.Iior R`pmwtl:) J17E AIAtx T F,zort 5-r -r%oua ! 2W+.Sd 'TO 2 +Sh 1�_rxw `JftiTlo f.1=22 tS0 :LJ }Z3♦'7 rJ" 1PRO 14 Cam' "ATINw -Bi-ZS TO 'J.S+DO In'. c"Ln D-- A¢C.o Am. pm. . i SO!:, ' � w 1 1 Tg T tAbi: ;k \IIiUL KV=Ett To Lb Q _�� Ati A DTIO fT MUST �,{ Cur �ci�Q 'l:,Ary of PR��.SE*J bt F- .IotJ� F'o2 �rnNC, ro2M� 4� yl[�Itrr� �a V tF TNIs l!S taca.uol=o I1a 2c-�-o :0-a Mao it F.QwF 'Doo wf k I�bT E `-ATTR. MAI NT. \a i L-L- Loci. A Vb%x Te:fLr-+`( y AV LT Li oS 01J T��t�n'� TO t��T IUD A FI Foa. rnc�. Tp m.ut� 1.luT �, ? CONTRACTOR SIGNATURE INSPECTOR SIGNATURE I DATE: 1 FIELD NOTE RECORD CONTRACT NO. STREET SEGMENT STAKED BY: DATE WORK STARTED INORK COMPLETED MEASURROSY: DATE CALCULATED BY: DATE CHECKED By DATE INSPECTOR DATE ■■■■■■■■■■■■■■■■■■■■■■■■N■ ■ ■■■ •�!�J■ !Z11i1■ls ■■©■■■■■■■■■■11 ■■6fpd■■■©©■■■■■■t�, ■ob■ ■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■l■�N. 1■yam■■■■ NO. GATT UNIT QUANTITY RXD.5 MATIRIAL ` 7-ZI I �R111�E [ ©E■iiW■■� W�WWW�W�W■■� i CONTRACT NO. STATION LEFT RIGHT LENGTH WUM TOTAL REMARKS . PACE TOTAL 4� r. A 1 r I 1 1 r DAILY INSPECTION DIARY L� I 1/ REPORT / DAY: YSCu� DATE: 1d� y WORK PERIOD: a. /p.m. WEATHER: U K TEMP. ' 7b 'F MIN S •F PRECIPITATION: WORK ACCOMPLISHE➢ TODAY: v u oat sKiKed cLt 0o L, G — y 4- t 34S LT fA r' '� eA r Y I,IN %I N e1' o }K 7- t3 4w ii' 3 3rSl � Rr j 51S LT i a' CONTRACTOR SIGNATURE INSPECTOR SIGNATURE a ,r DATE: 7�771 q� a., i E Y� % 7 IVAMINA NAM n r r- \►llG+ljtl ' ��KIhS`��iiiiiiJNt 1 l r RECORD7F FIELD NOTE BOOK NO, PAGE OF CONTRACT NO. I STATION STREET ISEGMENT STAKED BY: DATE WORK STARTED WORK COMPLETED MEASURED BY: DATE ED BY: DATE CHECKED BY DATE INSPECTOR ■■�n�■■■■ o©era■©n�■■�n�n . ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■-1 . ■■■■■.na■ e�n■n�w��� ■■■■■■N■■■■■■N�■■■�■■■■■■ ■■non ■■ n©nnn■nn�■�: nn X ■■ inn■■■c�rnsnn■, Win■■■ ■■■N GROUP ITEM NO ITEM DATE UNIT QUANTITY RAGS MATIERIAL ENTRY �fClKi NO. ACCEPTANCE NO. y� . ®®H®®®IQ H■H■ H�_HNN_�H�N■N■ " +ts _-_N �N�H■0• ; w n i r M f.jy 4�I s 1 f r r- r-- r- r— DAILY INSPECTION DIARY E .1p^1, ,/� p \ REPORT / DAY: V1cY.4 DATE: '7 A)� l7 WORK PERIOD:7V /P•m. to WEATHER: lam' TEMP. MAX !b OF MIN St OF PRECIPITATION: A/A.A. I�{ WORK ACCOMPLISHED DAY: f /, 'r, wAs xi4 o r s r t� N at e� �.c n1T F ti 1; I i CONTRACTOR SIGNATURE INSPECTOR SIGNATURE I DATE: t v,e- a+ r DAILY INSPECTION' DIARY REPORT ,ATE: 8 /4 /94 woRK PERIOD: 74-....4�. TODAY:WEATHER: CLEAR TEMP. MAX -L&_'F MIN 52 -F PRECIPITATION: WORK ACCOMPLISHED ! Hfit• F(■• i, . . mot+ • • ► klbT •, f11 • • ►• k. '• m r= r • tt A \ w _• e0f.r• / i / i� 9 7• ma _ • N At�.�• i. �� 's �► to•_ •� + • � • AltAl .�l.f • • •[_ A r f T. • • • r i r CITY OF RENTON PUBLIC WORKS-CONSTRUCTION SERVICES NON-COSIPLIA.NCL NOTICE location Permit No. i Type of Work: `J 1.kw (IL l AlGi rL CZ i �tn_.tict i.r. The subject work does not comply with City Codes and Oromances and must be corrected as follows: %'(CI./ v.1 EEe A10T D 12E(..TE p r eK T1-IE CtT{ Tp SJay l C uT AISD Lr.15MLL. :f -TAr= 1<, viT¢. . � �(lr� r xA- ILa+51 Lr. . Ij z-"r- f-FL`1 Tex-AlC64 ukp-r�p 1 Y� Alep kA-I' I Id N-6ryFL2!IAKICt V LlTu 3eE'.T• �p rP1=1,lTR�nICk11a1G sS E.yLtglTlayCr � i �a.l1LL l T $1t A IQ 1 Q 't MARAGPp 2- I T1{ STA/I T-rp PRrs O co E � No F f , l l r A PR o Y t re c { 3.-r 4,11L.4 pbe iIAN vi-�D Ofa A CASE 6`T CASE 11 tea'-4,,1,,1-rlt Tue eftcl. tom- A ."-lI =&jr- 'r-C� Lx ocFl ee4jf.5t KiILL aft AT Sc°yCtp LD+� ithat ou do na proceed with work un' ve items are � _ corrected. Work will nW c City Inspcctor end will ' have to be removed an led if work continues In -• manner. 'I ' �.'• 8 9 9 c 11155 WM ct2r �u lal� Date Time Inspector i R� �� ecetved by Inspection Call Line: 277.5570 Permits/Customer Service:235-2631 tVR.'.t5/�umv�J7/9oNa ` v .rr •yn DAILY INSPECTION DIARY p REPORT Y DAY: -1 oa Y DATE: CJ /12 WORK PERIOD:_ a.m./p.m' .m./p.m. to a.m./p.m. WEATHER: TEMP. NO _`F MIN _"F PRECIPITATION: 14 WORK ACCOMPLISHED TODAY: I �S-�2 �v T�ArJ, —[�fjc�tP�rti1 'RL_t�►?� i I I i 1 CONTRACTOR SIGNATURE INSPECTOR SIGNA R DATE: r J a � , •. ! � � . �♦� . � 1. � _ • Y •' _1 r • ter' ' !• � • AYE Y _•Y /711 • -- • •� •. -- . •. lei RM kqi .L• RIO asm r ' , ♦ DAILY S REPORT f . . • _ PERIOD: WEATHER: OJ F-A2 TEMP. MAX -75 -F MI-1 5G -F PRECIPITATION: t-40-Je WORK ACCOMPLISHED TODAY: :.• . . .■= •• l �� ■ . . •.� ♦.♦•► 1. 'S�' i� •j e.,s t •l ► ' Am oe. tlp•Y •. • I. ■1.r, Bm ter( n. . fA • • !. .ken 7t •1� A J ir' eeD a • • • � � � � • /ram (• � ' l•� - fr-tr1 • ♦ • �' •• y �' _ 1 ► J CONTRACTOR SIGNATUii , b. k p, \ 1 Va.. �a 1 ♦ �s \ 11 } 1 r� �� 1 � . ♦ - t askipJ \ � 1 a,• . r .f.. � _ �� I � fir. �.i[_a ao1 i 1_ } 4,� I I f f f f f DAILY INSPECTION DIARY M 3p REPORT 1 a UAY: '�gQQ ' DATE: 8 /17-/L WORK PERIOD:/-7 a.m./P. t�r a /P.m. WEATHER: CteAAZ TEMP. MAX �'5 'F MIN r- 1 )' -F PRECIPITATION: WORK ACCOMPLISHED TODAY: ARK km= =�-rrnn,(a �uSTi.,i , � •• .3i4" d.wit] !" �RP�� \Il WTI SEPJJIL°�� 22+ �j t r A 24+5P -IlAn6c 6ly TA\s7-t L1 ESQ 8( i-F of 24" Po:Y Vim �. n no at 48" CA 1 6t t + t36I ovt Ftx1) ]�tr1P tS 2s FC T-1I5 T)ATf-, 1 rz-As =) !Al p!.A�.y p,_`t THIS �hSR,tT�, FWS�,1�( of 'CREl.1Gt� �X F' p.fDD1T"IO tS AL �XCAV�iTIQ► V:.AS IS.EC rla�- r� pt'ya 4Is1.' q� AK o o�d -MEEK, 'AT�1(�I�� r^- V.L��7T1-1 OF IZFT � Pic'-n12�S TAKEI�1 _ SAvlCliiT1► 1G �QALTIA l)EJ -r CnT9 1u, p PAVx '0L>AY TO �AV3C�P� Fol7 (aIM11.!A OF,0 ►Rt�� �K 1.�ATI�IE t�A�E�1AL Iy A 56%T SALTY Gu•�,,�2�.� to c�we�,_ Sc 1 �4 J - 1 i /�¢rsra .v:. CONTRACTOR SIGNATURE INSPECTOR SIGNATURE i DATE: DAILY INSPECrICNDIARY ACCOMPLISHEDWORK .• • • • • F, uE Kicail CaPEF-El • ' • ► E • - - . _7 • �0 n. � • . .. r, 'r : r !mot G1 ! 1. •� V 1 � • • ►. ■..t .. PM.. a 4.L t 71 _ , r f• . . • . _ • /_ • i e• r• / i • ,• • rSEE iAul LM • . _I jk-rrrfiItFQT4Jft 14.lLn VOC1,11 14CONTRACTOR SIGNATURE 2U%. s 1 ! I I I I I ( I ' f f ( f ( f DAILY INSPECTION DIARY REPORT I oAY: .$/JA'/ DATE: l8 ppIBP�^ WORK PERIOD: WEATHER:CAE TEMP. MAXpZ °F MIN °F PRECIPITATION: WORK ACCOMPLISHED TODAY: PA 2 Ma � D n'n ti� iiKice f u—kp,s( C°DPPEE aT�e Srev'e"s VAS. PIPE ¢.M D2AIAl F:�-ot-j -'-o S; I +5 AnLQ Graf r.1EuS 9(b" (.'11MW EASIr-L LAkLt>UTA 0 V&LAS t\ioT l.4�.e�4Q.Y 'L'4(1S 'DATf - , xTTt.A 8 Dr1 tl. Mra'T V CLr -QAl�TL>P 5e-T 9Lo" C� ! : P'.ACF- A►.AV 2�c'�i. IircC �2 fdl�K(STt> l� 'DRAMS Ar n Tl-(p— ?-4 tf3" ` I, i7 c^• 1 CEO '* ,1�-`-+.: ` nrn^,)t C) CPcA:= D PaQ''I- AUE. 10 ZV -� :.t.Ai` 71ZA r-lG ILO�t�,' �Uu o CS�FN2% 3:no p%M, ns Rco,,� i an 3Y THE Ct 1 ?aA2 ( I '� u I „ n A Cmtz LAP 5 r.R A,{ S L°OL-Cn�� wF.a�TFT TO ErU T1 f.!. .TF T'IAE 4leep A. T�,t `G WbT !�t PLAAAl !110 I ml I�l' 'OP C� ^ar `^ OpPJL'Nl 1 t 15TA LL,&17OhI CO rr c _1—' r-mx smj 1 Co rH 4 FTtJ . ep" PA v--G .A J E . �2 •./, °-rl �. ��`,'.5 E'. C.brJT2faC�2S � '�.k-'! - J 4 CONTRACTOR SIGNATURE INSPECTOR SICNATUR � DATE: ! �t �3 r t r r r r r r r r r r I r . M ery L. DAILY INSPECTION DIARY ;•.� ti.2�� ' p 1 REPOR'i f tD DAY: FRIDr�Y DATE: B / V�/24 WORK PERIOD:�� a.m./}r, to� +.a../p.m. z" WEATHER:SAP TEMP. MAX '7_9 _°F MIN SAD °F PREC'o*TITION: t�40✓Jr-- .,. a' WORK ACCOMPLISHED TODAY: IApX �VE. �mn�r. Ty�r�t i cn_ n�.msp I wrB12._5E I nt-5 n"� -N f tdrfftII 11D't4lki Zr, tirATroti ''D+nit {3i�p�A• 3(+ 7TA1.5 bAm raa 3 + I IsAT ' Is -T tl CA Q T t!!> 1-P (N e Pr -r AT= -m beCuZ aT TNIs 10eaT1aa I o2DE:IL Ref- LELU✓ THE t �r `RrH` lRy � wSe : tty,V-Z Tt] T%4 y+,nn•,, INSr$�!.1=n 2�a JOE:, [s Z4 ?e Y Cc,etzFc AT�n ' ` f 2traQM DtZnit l INCUJb t�.1G ��'PE Z I11:�T AT �+ra-n� (e4+2! cN Y dIA-ri nki A. ''E. rt7tty, �r�[1n1(�AT1QT� _ -,`n.,.. ... �4tlt�l STA. 7ft55 Tf) ?�74+Ifi�9 GA''tz lb Att E cr-pmndkA rr� ;bu*mATtntt lt.l %'UnaTor- TlAft K- r�. A>`t c9z �j�e1•�jh pc GKn.aVaTFr� d. p A. ]my-v. G>r B6� f-e t- F I I.I APP29X1_ �Y A 5D r-r. A-EEA. r a P. TA tg I Cor 1T¢Ae TDQ ('�V �YRJEp 2 Fr [�! T1l IFyxt r-�TATtot l 97 1dF i C1wzic cme, ltnf-- imr-,x 'rl�'fb 'fit; 1OT, i Fb BEN * ' -oU'P D A 3fl2 Qu�At�'f1Tl�j^ s �'1 a[xi` 'Rsnn�r+ I i i - � ;: Lu - CONTRACTOR SIGNATURE INSPECTOR SICNATUR DATE: a. t i! J t REPORTDAILY IW-PECTION DIM AY: . . ►: PERIOD: ♦ . TODAY:WORK ACCOMPLISHED • . n • z �. : ■ ` . - ate. r . a ... 77�-. InL. L • f� • �' I__ ♦fir e-�g"► J■ I I r -• ` • `4 ■ �• • r� • ICiltT L • ♦ • esg CONTRAC- i .• SIGNATURE iNbrt�IV. DATE: SIGNATuRr r r Sr �` --.WOW ( - -- 1 — r DAILY INSPECHM DIARY p4 � n � � �,t REPORT i s TiAY:Tu ESQ DATE: B/Z5/r* WORK PERIOD:T�a.m. WEATHER:CJeA(L, TEMP. MAX --F MIN SS "F PRECIPITATION: slow!E WORE ACCOMPLISNID TODAY: Ae-LL VE r �eoc��� —.«.rn� � �f� c ,:s• rst a/4' . 1 " IA!a�eLCOPVE.�_1 ` ,tE "/'ES -r6kl(Q trA, 3:5-VZ� Z4+ 10l '35iQZ -is S 7A Aaa 35+ t7. s I Cpr1T{2QCTn2 Lr1S'' AI.I�E_D 4do L,F �F fA" %-'Y •c} Rf.l 1 , 4\ L ( . ..ern re yua5 �ETF:2^�rA, fl �Q't '1"R tcN E`!. -uVgTl�hil AS � 4^ }'mar 15 Ao.:D C°L-A'w Pomz&M G�TAMinIArtAt/� Wit= L��ABL.E `.A4AlY Ci2AUF_L.� SrATzow1 ray§, �5t5bTo STArIpPJ 1�1+5D, �q�.r':_. L tAl¢df� JAfr:n L eTi'1=o o-coa Tb PAT r-- C AED L n,C- �1�a' 6 SPEf i �KCc �'d7Q � RiGCAep t►.Lrt inn n�D`�. Q:1 EST ° �1;1 r) lZL rrC 27 e F02 Me_A 1 A eQ uig '• tee Co N�fLl.CTCX=6 T i F. L't Cp2 rY= F P-,.'D f lart?-C- >✓ . - uGef Cl•[�O L�(�SSE6 PAax UF_ ,Tf,ST Socrr-N CF 6A"eAl ; $ UCWA 8 SC.c LF=L-V [40f!d 2E GCfGT F252 T4I IS rJA.''t I CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: .w DAILY INSWL71ONDIARY ♦ REPORT DAY: W=tje-C,�rA DATE: 8 /2 WORK PERIOD:M.m.Ap� to /p.m. WORK ACCOKPLISHED TODAY: t s • ' • i �• +' _ •1 I ?• Y r•r reg.AqATJpKL ! • / • • s•• • • ■ iLL G Lam/ e\. L • !JY _ _• "-' Vjrn_jkj TME RD40 ( ' • L n • • [I MY nompsThe • . ��' • • i .•" •S • • �r • \, • • o• • �G• d • • i ■ [• BA I • i • _I' • IOLA CONTRACTOR SIGNATURE INSPECTOR SIGNATURE I DAILY INSPECTION DIARY >� REPORT I DAY: DATE: 8 /25/94 WORK PERIOD:--fa.m./o.s. to.3 8 o /p.n• WEATHER: 1� �0 { �:� ��� TEMP MAR /7 F MIN;ZZ•F PRECIPITATION: WORK ACCOMPLISHED TODAY: A AJG. G TAA G is• i1,PG` L a•E @'.i:rf 'rt, I., _ r�iw...Of �'. �T ST Al �Qw�.OHG „Gn qrl� �� �.11� VQl_Vf c0!° l�.DCtQ ✓CII�T-•1L n� .�� F02 71�.1✓SE 2'r SEiZ�I(�"�'c, r n I F bq- 17 EIy ATtn� 1 54+ 15 61L of Ljot rGT Tb STq-rio !2 i. .vnG 1 !r0. A� �>t 0-i:n►1 r7Z+$Z . `yTpT1Aa SD+So A.NODrA. 4 +71, Mr.xr1amIhlr -,n L & „r IZ�r POLY coJzu:cjAT;D PiP _. ,'oef .rw Leo'l -1ElESf '`rrR1.ICTuaf--s • ALSh PAY �7'E!•1 W'8 _ n l—n 'DATFU 8 1(, 9d THu 8' 19-14 tbfG MAT�zAL T11^T tiAS �� � n In ?�D br` Sl'fF AS tJ.f.-�OPn 62 L14Tr;2 A>rree eou�tesATioa vlrru R `�a�!} I ZISFtX1MFD PAT • M(=u, T44AT DPLLY '.�G"+ nt �AJ 't $AC�'FIi.L ;n I!.Ir�cor�2nr.1 IS (c'�LZ, p a of TI}IS MATL�2!AL LT •�..r P�_y 111���5 AF'�+14 p 7 ltRp11N� TNf DRAI>JC,.�P, IPE p%r 9e lu. S5µ S of 3t:, - CONTRACTOR SIGNATURE INSPECTOR SIGNATURE I DATE: iY • d 4L DAILY INSPECTION REPORT ,5 DAY: C • • 1' • 1' PERIOD: 1 TEMP. WORK ACCOMPLISHEDTODAY: \ : _ \ 1 n• _ Akm MeAle4j 1 M6 CRw 67*2-5 .. -, \ • a •i . C� L • '� (_'. : • • •:y .tt LA . .F tot. roe ,Ads L"F- A Ili l A. !{� \_ ii �•La \ { • Y4'1 �� • ill+ `L; • . i y CONTRACTOR SIGNATURE INSPECTOR SIGNATURE 1, i�._...�.... A.. . e r M DAILY INSPECTION . � . DATE: ,. TEMP. 5• PRECIPITATION: ACCOMPLISHEDWORK .1 .r �.. \ .rp _ IzAklej d, .R SIGNATURE INSPECTOR /� ..a. .t`ary e K DAILY INSPECTIONt REPORT iiAY: • WORK ACCOMPLISHED TODAY: • . k iAMA • AT • . In DIAJC r .• -M 1r) . .?•' �t1 i ' Re, C w. gel - sne ..r i _s — . •�! • • t".�.. - - epc is i + l_.s- I Atsm FAQ94 P44 • ten! 1ss LoTftFXs._s 1 DAILY MPECI j DIARY REPORT 1 94 WORK PRECIPITATION: WORK ACCOMPLISHEDTODAY: P• WN-nolkvA • . I 7.. - M .• T. •f� G �.�/ d (i 1. r t_ s. 'r- s I I .. Cr s'_Cr _IT • F ' c . •L f. • \. 1 • i / . y _t• ?AT W . s T6A&rCfLikl0EZ s C.If _., '` ■a. •► '�• :\'fib•] _� ►1 . • ' f INSPECTORCONTRACTOR SIGNATURE SIGNATUPJ 1 d • All DAILY INSPECHONDIARY WORK ACCOMPLISHED TODAY: A eX- s.r 'f= I su fzA I I PZ 54p LF • Jl•' r rr s _A l• C• 1�iYfA t 1 J/ i • • l ! i• WILL- be • • ■ ••e v .♦ Ab EQUIP be-Et COS4Te . l CONTRACTOR SIGNATURE INSPECTOR SIGNATURE V v i M DAILY REPORT # •0 WEATHER: C-�-EikZ : . ACCOMPLISHEDWORK .D _ ■ ■ nvr ■ ► • • F:Eno b • i • • .� �. _ .. • ■. QQr • ► S • ` c -. ■. .•C U■ . I mim-ft Kamen Rw CONTRACTO—RS15—ATURE SIGNATURE 1 T ` DAILY W REPORT TEMP. TODAY:WORK ACCOMPLISHED � � �� � '• � • _ . . fir ►�� : ' LT. To r ` _ ' L . n KI PF,I p i% • _ _ • % . . . r_ . - • r. . = i _ • [n a • . �1 inn_ 4 41411 • a �J. lL [1 . . DAILY INSPECTIGNDIARY r. DAY: DATE: 9 /19 WORK PERIOD: — WEATHER: TEMP. MAX7_•__-F MIN WORK ACCOMPLISHED TODAY: • • . cT)Qkitj Co • • . _ M � • ■ • ,♦ \ - • ST • . . r 41 ZT, I , •. \ i • AT CONTRACTOR SIGNATURE IN5FECTOR SIGNATURE o, r 1 i f rx µ Fp.,�"Y DAILY INSPECTION DIARY AY: ; `—M2oA DATE:g /IU -%WORE PERIOD: )'9a.m./". to M�/D m. REPORT WEATHER: T@�p, NpE F MIN F =04 PRECIPITATION: WORK ACCOMPLISHED t TO—DAY: �• • kip- 5coctA� La e r, .. � •,nL r. .� � YG e n1 1 G gsI i � AT RFn; t 2r i i rr f CONTRACTOR SIGNATURE INSP R S QUT�E —_ DATE: t ...._..._,,,ems. a DAILY INSPECTIONDIARY REPORT 0 •� I / TEMP. •• PRECIPITATION: ACCOMPLISHEDWORK OD �- ._ r • A F �• I. • ► �_ - Atap • ' fnr1 • . .r _ ll •_ \ �� •.r Ll E>Mn. nkl jlN.Klr) { ram' ►� . �/► . (p' 2A . . i v t� DAILY INSPECTION rREPOPT R . I • TEMP, MIN4&_-IPRECIPITATION: •�'. WORF ACCnMPLISHED TODAY: n PARK E . • y ■.ate- VNLvFwi. . �- IT F- txaALT �- • ► .�ti1`.� C ' �l�` � ■■'. t• elf �. n �� ► _ I ■ • V vj G �! '� �• Y • . ra- is • 6 ' '' SIGNATURE INSPECTORi DATE: r Ak- DAILY INSPECTIONDIARY REPORT-30 DAY: L E: �0-,Z�WORK PERIOD p.m. �• WORK ACCOMPLISHED TODAY: FARY, \ s _n k�R • . C• • • • � ttlm4 • • foe- ri ■ 1 �• �i � • G 1 I � • + I 1 • • _ •l\ L� • ■ 1 1 _• Vr IMAI f__ _• v ;Cnwrl �• G �'[i� G .ate, s • [ A k Wl �.//. �� mil[ � �� � ` � 1 � �•!� � CONIRACTOR SIGNATURE G.Ii7 L. r .. ,. .. _ .-1—F''e'�a*+e�•eT`Y+'h.+,-"f�a+-.!�W'�.-ra4k"Y•-�?a0.•.�H-e'7*`-`k,a""..�* »•ny.^-.•!•••�•..+i.'.Y+....4wKr -ra'.._..y,•.y. ._._._w.•�,..� 1' M%CTION DIARY REPORT # , . TODAY:WORK ACCOMPLISHED _ L • E . PSI A-ki .�� aA ' . I . . _ a V11 lit ■_ ' .0 '_ • 1Jl. [. ��w /. i� • t. v! c__Im s' u ► .� . L_ 4DAI I . . CONTRACTOR SIGNATURE INSPECTOR SIGNAr I SPeed Letter- 44-902 e q,ni;i/,, ; ;;, t 'nf H/,/' ri �� Gra In ����� To (f Or SPOW Letter*�j From ' Sublect u/Fl1 px� /�� MEt GE corre�T IsiETEYd /fo, s nP o.Fo 3 - p eF 1✓�// ."•A✓��o 6� tT,Fo/a o u�/ !j /O r3or oao�n� � ve R✓,i� � . 7 IY.. n�r� /film 6X7222 /✓O b dPnv.w Signed REPLY C"y T� KicY Mnr�F tr /l l 4cl 7m.�i Date S,goeo wlsoNonet J •a.; tee.. eta. ' • - CREW WORK RE�3� L .T . .........................................l,►W M : .:................ 3�Y6 SERVICE REQUEST NO.i t4 WORK ORDER NO.i SSZ1 SS MGMT UNIT 01-x DATE PROGRAM ACTIVITY QUAD NOA 17 ADDRESS _3JI 94G.k_ H{k. N• ORK AMOUNT ORK UNIT/ EXTRA EXPENSE ACCOUNT NO.# ................ ................�.......R.................................... LABOR f UIPM£NT EMPLOYEE i NAME HOURS ROT UNIT i HOURS -6s s MATERIALS• WATER METER LASS/S QUANTITY COST I U D: _ OLD NEW NUMBER 35.E-3 MPKE �[✓ .. i� SIZE READING �'� ..1..T,..r....•.1...... .1.,,.. 'COMMENTS: r6KZ .V L R1......................1........................................... .RRR..R FURTHER ACTION REQUIRED: ^ ...,,,er....,R.....R.... ...... TE........................... ...SVICE ACTION COMPLETED .E.R. DA TIME ^. 1 .................... • ..1..,,,,,.r. ........u.u., '� APPROVED BY: • l DATE: //,J f •Rand to Utility Sfi�O%6cjf/ � Billing 3 F0Mx1 (Revised 6/90) 1 CREW WORK REPORT ••••••..•..................u....... �rir'i t)rwrr• }}.♦ .•.H.•......e•u..••• ISERYICE REQUEST NO.t WORK t ,S/SZys S�>3O MGMT UNIT L.If!/C DATE 7 PROGhAM -� ACTIVITYzj O QUAD NO.t /.7 ADDRESS - WORK AMOUNT i NORK UNIT r1.,,L'XTRA EXPENSE ACCOUNT NO.# ...•••••e.r.•.•.—••♦r r....•.•••r...•.•.. .♦••••.r•....................r•.•. LABOR EQUIPMENT EMPLOYEE t f NAME HOURS I KOT I UNIT I HOURS �! `•MATERIALS WATER METER LASS UANTITY COST I U/M I OLD I NEW NUMBER l.Y ^r MAKE SIZE 3 '7 READING ..r•.r•..... .......... •.....•••.e•• •COMMENTS: • CON2Ns�P ♦••.............•............•...•......•1•••r••••••.r..................... FURTHER ACTION REQUIRED: ................ ...................s....................... ERVICE ACTION COMPLETCD:�YES NO DATE , • 'r .G: 73ME .•.•r......••.........• .....•................... ••. •e•...•.••....• APPROVED BY: � DATE: n O FDM#1 (Revi,l 6/90) Wing 4 , , L� J CREW WORK REPORT .ff.f.ffffffff.r..................u.................................f r.• SERVICE REQUEST NO.1 7f' WORK ORDER NO./ .1GMT UNIT J.f„ DATE_ PROGRAM o y ACTIVITY G ev QUAD NO./ ADDRESS a 17 Al AlOt l - , WORK AMOUNT I WORK UNIT 54.E EXTRA EXPENSE ACCOUNT NO./ ..•.........•..urr.f .............. •••......................... � LABOR EQUIPMENT EMPLOYEE / NAME IHOURS KOT UNIT 1 HOURS 0.0-0 E 57 _C .S O •. •.......•......r •.........r.........• ... ••MATERIALS WATER METERr• LASS QUANTITY COS? U/M OLD I NEW { W� I S- 63 RwoN NUMBER `fg-AP0A MAKE /C SIZE READIPO OO ff..rfrff.f......ff.f.. ..f.f f.f.•.�..f -COMMENTS• • �nK nAL �I ' vu r pYc 70 roN7x0e7o/?/I /NST4 ' # 7Y0Al, I ' •.....................1.......I......r•.••..•..�......•....f rf lff...... FURTHER ACTION REQUIRED: X ���/- .......................• . ............. ' '' _ .................... ...elERV ICE ACTION COMPLETED Y NO DATE / -,21s "1 `T TIME AWL I•.f..•...•...rr..f f. f...f `�� -" .....T..T....-.f APPROVED DY: t DATE:: �yFDMr1 (Revised 6/90) CSI$ torjtl(t� C- SendtoUtility illing Billing h. .e CITY OF RENTON - WATERWORKS UTILITY SUNDRY SALES BILL 200 MILL AVENUE SOUTH RENTON.WA 98055 qq qq PHONE: 235-2320 n DATE:_ C MER NA / IRE SS:SS: SERVICE ORDER NUMBER: 35 J 7 4 40 1 r UFO o� ti Pay Ls 171Q AMOUNT: $ "/� T,5Q'DO CUSTOMER PHONE M N KE CHECKS PAYABLE TO CITY OF RENTON DESCRIPTION ACCOUNT TRAN W/O FUNCTION AMOUNT �s HATER INSTALLATION FEE 401/3BB.10.00.13 RODO /CO/ -6153�, S -�00.OD WREN UTILITY CORN FEE t21/3U.10.00AO 405e / f MIER CHOU IT SIB SERVICE CREDIT f MYTH SIZE/OESOUPTIORR!,-W441��/'1l . SERVICE ADDRESS 31g A.-7.3k-,T _ "TER IBSTALLATION FEE 401/3U.10.00.13 8000 .�5� 55 .265.'./o WEN UTILITY TOWN FEE 421/3111.10.00.10 4056 / IT MIEN CHARGE IT SIW 560VICE CREDIT f — METER 51ZE/DESCR"1ICN I Nf SERVICE LDRESS ' WTER INSTALLATION FEE 401/38S.10.DO.13 BON / 5 WTER UTILITY C^NN FEE 4211W.10.N.10 4056 / 5- -METER CHARGE S STW SERVICE CREDIT S METER SIZE/DESCRIPTION _ ---- SERVICE ADDRESS _ "TER INSTALLATION FEE 401/3N.1C1.0.13 BNO I "TER UTILITY CCKN FEE--421/3BB.10.N.10 1056 / IT KIER CHARGE S STW SERVICE CREDIT IT METER SIZE/DESCRIPTIW SERVICE ADDRESS HYDRANT OEM$.1 4011237 N.N.00 4068 / S PROCESSING FEE 401/3U.90.00.00 4021 _ / f WIER SIZE __ SERVICE ADDRESS -, JCHLORINATOR PUN D-PLAIT 401/231.00.00.00 4068 / S SERVICE ANRESS _ IC Wife CHAtewr Yellw - Utility Bf1UrH1 Slgervia DIN - Utility Billiiq Staff ilk F.C. t, j- 3 i CITY OF PENTON WPT[PWOPMS iVNp Wr r�MN011� r IMJ DEMECIATION tCNEUUIt 6[091L 1993 H93 INO 641 18TIllE tCOy DEIA 1N3 1993 /.CCU OEPI 1)N11R /rDDI_TIONS PETIPMNTS IL)1M) YFtP6 12131M rAl r TS DEMf 1L31193 17110 LYM 3 LnS AN kis 5-.1 5upp 625,553 81 6-553.67 1]1.10 LNY a LS,S III9MS PrBn{^9 P4nl 24.1W M 24,•p.CO i 171.10 LW It L P96b Tram 1 D11, M1,979.39 "1,979.39 I, 171,10 LN IMM Ip Futw9 Uw 202100 28.9110, T.U0 Tt30.5B90) O.W 000 1.130,6996 000 000 Opp 17I.30 LYY 3 LNrC PgMF T,-6 D..,, 1]I.{O W.1-PgfiM10011 C1.1 Sv.rt..16ri991Y 911,ODp,00 BII.000M r3.10 SFuctwn9 Npre Iumpuq M-, 3.160,508.M 3.160.5p8.6{ 50 629 DM.M 63.21017 693"7M 3,10 5Wnm9 3 Ymry Trun S Dun 6.9]862 {.9]8 fi} 46 1.9re;o 1 4 46 1'0H i6 173 10 S.I.9 S t, I.-I flint 3]8E3.10 3]8E]10 50 P.666.51 768 88 9 t1 J J] TOIY 3.]03 A0.18 _ 00C 000 3.]03.330.16 14MI309 O.00 µ0615J 60E.60J.59 0 173N Sti-i-aNpry 9 NIN,Flmrt 119.]0139 97893S72 1.090.691.11 SD 2.690.39 2,395.03 5.086.93 173.10 fiNctunFa M9ry Tmn 3 ME, 671.39 .671.39 _ }. 14 0 92E9J9]} o OB9N260 3,00763TeW 0.0. } k zziS IH.10 W.I.I!Ns". 6....f S," 2.3",1IDJ6 167,21.62 2.531.U730 50 166,5116.]} 47 263.64 213,M9.3p 1T.10 Trw 6 DNlr Trw a ONO 27.041 192 58 1,721072.21 126,019001 29,337,846.79 76 4,03JA M 85% 126.010,M ] ,66).23 4.376.014.E I T9.10 N16nnb Tr-.&Dun 2.166.09224 118000 OO 128.060 JO1 },]56.09224 50 501,041171 128.000.001 43.321.N 616,37065 in 10 U.,It- Tr4nJ a Oun 4.699,349.76 4,699,349.76 SO 802,992.E 81A66.63 BN,N8.09 ln.10 6YMr4 T,erg a ON" 677.174194 25".5.16 1690.OJ1 902.)7010 25 373.995 19 1690.061 36.087.N 406,392.10 1E.10 Su99W N41rN S..e13999N 287.613.98 267.613.98 60 36,338.63 4760.E 42.ON.91 1E.10 54MP44 T.It Dutr 1J87,624.17 69.60LOB 1,837,126.E 33 715,94964 63,611.34 799,510.86 in 10 OUwF T"" Trw 6DMO }W,.46125 0461E 10 33494 BE 22.46.13 5393B.B6 Te1N 40208.027.68 2.1.2.5)70] 154.709001 42}55 N5)5 8693.92 J5 EJ]09 t10 i 666 N } E i iY EY: D mas WMIS L� 1 CITY OF PENTON WATERWORKS FONO Nl Newawo B lb9 CHIMCMIi"9CNEDOLE KO SAL 1MJ 1953 END SAL EST LIFE ACCV OEM 1.9J 121"'M ADDITIONS RETIANWT9 1Lfl1p YFAPS I➢93 1CCV OEEA 12,31192 PETMMNTS DVP E%9 12,3,93 f 199.20 nm.p Onv rren.a Emit 19,6313,274 Be 1W.6N 74 mIN 500n199.einn..n)4 „la1 Oba1.i}9T 0.00 u)0A.J0BB9..9p6xa2 97 53 0 3.06L924, 30 J . t 183 . 1:79.W T,.. T.9 W. 320 V9 1 310 Tp 17 98951 5129939b 2N48 O JiB.93].iB 42J .P61.97 1)9.J0 L.o.6 Dnt' Inn.9 DrMr 27,0110,090,04 3,00}J]626 1 n.30 Ot T T.npbb Tum 9 Dbv IN)aa.q 30,14.7as733 x9 60 9.029,p5 65 541.W1 00 6569 9.6 65 TmN 1),IR.]Baq IN.>J3.q t0 24"660 J OGx>35}5 000 3 fJ>.518]3 1.47330 at 419.W B 'S OM 1) JO I 55 I AMAO Tool.651ao El 0.-.1 Rmr '58.52213 im 10 Tr.-..tbn EW a.-,w R•M 5.5i2)B 1M 035.01 10 e4m26 t SS 10 Wtt.r Treen.ntF 5.93)J) 6,)J))1 14712,1 97.IMICIW 49 Wlr imm�t R.n1 9J6.Q1.0) }0 4,xb.5) JJ6.b 4.02546 1b.10 g1b•Ium. O.rwrN M.., 103,1 so 935.931.07 10 419J96.24 04.]q,p9 6q,499.M Ib.10 EIIF t ttary,,F O.gnl R•rrt 19.8"23 103.116.70 10 6,.m7 So 7.027.69 1".10 M..EF 19.b423 n II4S093 1326321 199.10 NME sp ,jN Rrr^1,4 .nl 1,3p9,22].66 13 I3.VIA x1 G.-,v R.rr1 1.Jq.142 e6 JJ pD1.342 So 3001344 1 1b.10 EP9tnrU:SPa E A}.IB Hi ip 10 42b NO.NN 1) 9 99 G. .Platt Y.419,20 N11 1b.10 Powerp .Q,,, F9p G.rwtN Mnt 9.6)]JO 3 l.6)3.M 56.pP l b.10 5,42443 3,419.25 is o.00 95)J)0 Cer^murYoetien fqi GerrrN Rm1 NbA144J 11.6)]4] 2'�1')� xt)➢fi Jd$9]i Lo1N 2.991,895.}O 1>.18620 N)O9)p5 16 b,gpp6 39 p9496 9]]91 82 0 A J.Cp9.Op140 1,}pJ,i me as III C00 1]P,tpJ B] Iii1,60V.46 IB9.x0 L.6ontury IS9 G.-,N R.m 5.145 35 1 M,IO ENAmrrie Slwo Ecr O.ryrN R.n1 Lti09 21 569<5 35 $0 J`66J]) $9a1 37 i0 et,Gi tb10 fbmnrKabn Fa. G.mrN M.., 1 W921 ] T6p921 1 AO OF"F.. UCOP 59 9l✓.5< 59]N 11 O.W 1.E0921 � 1 b,20 _ A. E O.rrrN Rml 10.132)4 4.990 BJ 15 5 9]]19 2.86]24 B Ha 4J ( S^p Ey O.ryrN R.m 15.1235' 10 9.64J.BB 45).2l 11 1b.w E,e tft Nxrlp" E49 M.nt 21.90]31 2.P]P t2 IM I I) R/^9'^9 F63,6W Oi Ii>]J q 10 12,669 76 1 16392 14.32311 Toth 99D,00].ti 1)71219 1,At 66t e04 0i 31 246 23033 I),1Mp 61 283.2B6 9]160J8)J ]13.593.11 0W 25. ` 09428 JJ0.6]6]9 Ipp.Jp 011b•purrrryun G..atl M. 15.462.75 1b.30 I..p SIc9 Eoo OMnN M. 15.462 75 10 )Ja1.SO L646.2p Ib_aO CommurliC.ibn Epp PAJ6 M1i 1JJtl3$ ♦I 116 9.Pt 6tl 0.rwulRmt '.N.$1042 B3 `V 11.51873 TOUI t140255 69.8139) J,)i J.B6 i6.26259 ' 111,411)6 15,14 GCO p265_x) Oel 1P 15165 3661E 40 0.801.W 13112Bt o.ao 12 Tsx.ep m>boe To1N FurN.01 96.153 5]9]4 141111111, 154 709(M 10],124.124$6 20)p3 h)B 60 54)q.Op 1b2690.Ji ]x 6)1099.I3 N.1 FUN Nu.0 Nen 1 HH 30 Co Epp 199 epJrtgn.lrlclW.h4.G...M.contrbNN 6 y L.ryr.i 0oN � J G .y I EXISTING I EX. ROADWAY WEST R/W 30' 30' 8' 22' 22' d' 9' 24' 9' I.5' 7 ' SIDEWALK I WAL GRIND EXISTING PAVEMENT. DEPTH VARIES 2" TO 4" PR P AN X. WN OR IX VARIES VARIES 2 3 4 2X SX I% TO 4.8% 1% TO 3.3% 5X ss� III• I . i — -- 8 I 15 I� — -- — I ---CAWCUT_ III 2 5 2 3 IB 4 I FABRIC)5'T o YP.) 1 6 I • i 16" 0 D.I. CLASS 52 PIPE R NCH Rm STA. 10+80t TYPICAL ROADWAY SECTION TO STA. 20+80t STA. 10+47.DO TO STA. 29*04.0T NTS I NOTES: STA. 10+50 FOLLOW EXISTING SLOPE AND APPLY 2" ACP OVERLAY. STA. 10+69.3 (FIT) TO 11+69.2 (FIT) SIDEWALK SLOPE VARIES TO MATCH EDGE OF BUILDING. STA. 25+43 (LT) TO STA. 25+78 (LT) SIDEWALK SLOPE VARIES TO MATCH EXISTING BACK OF SIDEWALK. STA. 29+04.07 TO STA. 30+84.33 ROADWAY WIDTH TRANSITIONS FROM 44 FEET TO 56 FEET. R==� � ■ N T 11 A N O twu np 4 (i 1 �II § P a EXISTING EX. ROADWAY EAST R/W 30, 22' 8' 24' 9' L" T SIDEWALK ING PAVEMENT. DEPTH VARIES 2" TO 4" � I x. w 2X .'ARIES VARIES 2 3 4 OR TO 4.8% 1X TO 3.3% 5X EX. ROADWAY 4k SEE EC SAWCUT_ 111 2 15 8 I 0 AVIN FABRIC (TYP.)is, I J / T B 18" 0 D.1. T SAWCUT CLASS 52 PIPE TRENCH FROM SAWCUT STA. 10+803 L ROADWAY SECTION TO STA. 20*80± F A S 152 \ 7 A. 10+47.00 TO STA. 29+04.07 0 NTS WATER TRENCH STA. 10+47.00 TO STA. 10+803 1 STA. 20+80i TO STA. 30+84.33 Addendum No. I February 1994 Page 5 of 8 ,�+'IN + aIIY op IIB(ION PAPK AVDAN NoNT7 f PYYw www.. �� ® 111S11y TRW&FAVV^Y NXmd! 7 ■ N T N A N a a nu YPn Rr.� o..mw� YwKN� r rw YMwYw wv' ._ x... -•n fie'oa � r.en �� YOY MVw M11A1�1 r1e11 trlar w.. M w�y�p® J L_ � 1 F. CITY OF RENTON PLANNINGBU1irD1NG/PUBLiC W0 MEMORANDUMwass �} DATE: April . 1995 -t of C`ct�teP�• Gi^�ineerinl3� .al'0^^"""'�RikS Olsen•; 1' FROM: Richard EvafE �«. SUEJECJ': PARK AVENUE NORTH IMPROVEMENTS PROJECT — MILLING MACHINE DAMAGES DUE TO PURIED APPURTENANCES The milling operation on this project hit three buried water structures, one storm manhole sodan abandoned signal pressure detection plate. The Transportation Division will temporarily pay the Contractor out of the project budget. The cost will be submitted to our funding agencies. It is possible that all or a portion of the cost will be:Ambursed to the City. In the event that the City is rwt reimbursed the full amounts the Utility Services Division will be expected to reimburse the project budget any of the costs not covued by our grants for their Ofour structures. The attached sheet summarizes the damage and time expenses. I have additional back-up for these amounts. J e Repair and Down Time of Milling Machine Date Location Description of Obstruction Eagle Crest SCOCCOIO Total Trana. DIv. UtilityDiv. 11-Nov-94 NBth Pressure Detection Plate $3,890.68 $2,009. 55 $5,899.93 $5,899.93 16-Nov-94 Sta49+50 Water Vault $2.75229 $i,661.66 $4,413.95 $4,413.95 29-Nov-94 NBth Water Vault $2.645.86 $1,799.66 $4,445.52 $4.445.52 30 Nov-94 N6th Storm Drain Manhole $3.276.55 $1.871.45 $5,148.00 $5.148.00 0&Dec-94 NSIh Vater Vault $3 828.46 $843.99 $4 672.45 $4 672.45 Total: $16 393.64 $e 186.02 $24 579.86 $5 899.93 $18 679.93 1 Park Avenue girth Richard E,,,,s 4-25-95 I� i r r ; 1 CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: October 11, 1995 TO: Rick Moreno FROM: Richard Evans/ SUBJECT: PARK AVENUE NORTH—WATER SYSTEM DEFICIENCIES I received the attached Service Requests from Mary Burgy last Friday,October 6. 411 of these items are on the punchdist for this project and will be inspected for completeness prior to closing out the project. The job is still about 3 weeks away from final being accepted. Thank you for your help. O gi+.doe I v W-2208 Park Ave N Improvements CAG-94-029 5 SERVICE REQUEST CIRCLE: SCHEDULE PRINT ••If•••f•f♦•u1uf1••tffJf•♦•Iu11f•tu•t•t••ft11♦1♦••11f•t u•a•f•uf•t1f•• REQUEST NO.# MGMT UNIT .h REQUEST DATE ,- r TIME ' •t♦1•fJ•f•♦••iftlt•1fJ•u•1f1•.••1fl••..1.1•f t•1.1♦•ff.1•��11f...t.1..••• NAME: M_• FIRST: LAST: SOURCE ADDRESS PHONE: H (206) W (266) EXTY_ CITY RENTON STAT: WASH 23P 5 uta •f♦ 1••••11• •11•tfltt•fflt uf••ff11f••1f 1.1••11ft•1t•11f♦•••fJ tt•f• PROBLEM/NEED: t LOCATION�.4 ) ( •♦•1• •1♦ •• 1f1.11ff••1••tftl............f1•.*••1f••f•• •1fta411f1• COMMENTS tr,. -j. A t•. � 1 C TAKEN BY • •t1•• 1f11.1! 1ft•14•ft••ff f 1t•1141f1••11f♦ff.tll.f.lf - ASSIGN PROGRAM ACTIVITY_ ` ., .- LOCATION I.a PRIORITY WORK C/O: INSPECTED BY DUE DATE EST. LA SOR HRS FOLLOW-UP MORE? (REQ.1----•f•1•ft•f•11♦••....................*.1•Jf.f...7 1........1ttt1•••1ft11• CLOSE COMPLETION DATE TIME OUT By WORK •••f1...•♦1fJ♦ ••f •f•1•ff --------------- ........... uftt♦•♦.•t SERVICE REQUEST CIRCLE: SCHEDULE PRINT .f1f1•.1♦.ff•11.ff.•ff.♦f11f11.1..•.t1f..f.•1.1fff111ff•f.11.♦..1f♦.1.1.1.1 REQUEST. NO.� MGMT UNIT REQUEST 'ATE TIME •f.•♦• •.f.•1f•..1.11.♦.f.f1•..1..1f...11.1f•f..1.•f..1a.•f.1..1f...... NAME: M__ FIRST: LAST: SOURCE ADDRESS PHONE: H (296) CITY W (206) EXTI_ ff RENTON STATE WASH fIP 5 9 1H. • .♦ •• •♦if.��.�.Hif...••f♦u•.1f..tfTf.♦•♦f• f.•u • PROBLEM/NEED: ....• 1 LOCATION • • ••• • •♦f .f♦•f•f•.f•.ff•••f•11•• •• ♦♦•♦.1.♦•.• � COMMENTS_ • rlA.r Pc;.:�u ...f ,. :._, TAKEN BY ASSIGN PROGRAM ACTIVITY LOCATION PRIORITY WORK C/o- INSPECTED BY DUE ATE EST. LA F6R— --H—RrFOLLOW-Up MORE? (REQ.TT— ••••••••f•♦MPLETION DATE •♦• •ff.♦•..•••••• •! f•f.•.••♦•..•.• •♦♦ CLOSE COMPLETION DATE TIME By OUT WORK ••♦••...•...•.u.f.....ff........1f1.1�..•..• •r.1.1.1..•..4...t14•f.f4.�11f '•FMD2 J SERVICE REQUEST CIRCLE: SCHEDULE PRINT •...........••....a•u u.a.u.•♦♦a.♦u..•♦a♦.•.••u•♦•aa•♦.....♦••.♦....•.• REQUEST NO.# MGMT UNIT WIK REQUEST DATE 10- -qS TIME ........a..•a•....i�•..u..•....u...............u..♦.....u......♦u• NAME: M_ FIRST: ..SDI{&_ LAST: LJOI�IACt SOURCE ADDRESS PHONE: H (206) W (206) EXT# CITY RENTON STATE WASH 21P PROBLEM/NEED: y�` S} tAk AL Al �IL" I}� I) ^I•r5 ia� Vn .I4S tnc i d` Do w:nf Vay, {ant L-loBA WALES h�tw LOCATION COMMENTS MMV DPQf PELIAa— c S[nrc - Conk � TAKEN BY t .r♦ .• • • .0•.r •. •a..•.••♦..a••.•.••u•..•a♦u.•♦•a.1♦u.•..•♦ ASSIGN PROGRAM ACTIVITY LOCATION PRIORITY WORK C/O: INSPECTED BY DUE DATE EST. LABOR HRS FOLLOW-UP MORE? (REQ.4 T-- e.•....u♦u...a......u♦.u..u•�Ti♦♦au u.uuaa•.•u..+.♦♦•u.•♦.u...• CLOSE COMPLETION DATE TIME BY OUT WORK .........1.....1......•R.•1••.•t•.••♦♦.•...••**........... 1.....•.••......• �tt SERVICE REQUEST CIRCLE: SCHEDULE PRINT 1 ••....••..•.u.u.l.au1.1..+.....u.u..a a♦u.0•♦♦a♦•a.•a•••...•u...u. REQUEST NO.1 MGMT UNIT Wt REQUEST DATE to-9-95 TIME ' ••...••...uu.•...•♦.♦.u..♦•R•.................... ............••••u.. NAME: M FIRST: LAST: SOURCE ADDRESS PHONE: H (266) W (206) EXT _ CITY RENTON STATE WASH ZIP 9895 a... • •• a.. .• ..u......... ....... ..TC'Ti..Ti a•au• •.•Ia.......11 PROBLEM/NEED:LOCATION /�Dr.nk A� N R AI (01 Sy I N�RI�11 BeETAaAr� _ �(i—,TF0iICOR�_. ................... •1. sT.11F11.1e1.111...1....•.....i COMMENTS wAd& VwM LA Aiu.ds #r B._ rlao,rfe� ns,d. TAKEN BY . . ... ..• .fit..................• ASSIGN PROGRAM ACTIVITY LOCATION PRIORITY WORK C/O: INSPECTEDCF— U�Gl—TE EST. LAB R HRS LLOT"S W—UP MORE? (REQ.Tr— •.........J.I.u....... .. .�..•....R.... �.11 u..11......0 ..• CLOSE COMPLETION DATE TIME BY OUT WORK FM02