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HomeMy WebLinkAbout09-006 - Gary Merlino Construction - Tukwila International Boulevard Phases II and III (Changer Orders AP-BO)09- 006(bo) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO.067 Sheet 1 of 1 You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as"a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Adjust the final project payment to reflect the additional use tax paid by the contractor for materials incorporated into the job after the tax rate was increased by 0.5% following bid acceptance. This adjustment is consistent with WSDOT Standard Specification 1 -07.1. This change will be compensated with two new line items added to Schedule C - Distributed Bid Items, Roadway and Drainage for materials used in each category. There is no time extension granted with this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full p yment therefore the prices shown above and below. ACCEPT D: Date i Contractor iviagam0 C. ST. By j Title rAn. 1■(2R,. Original Contract (without tax) $ 12,255,380.00 APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 665,860.201 Date 3-10-11 This Change Order (without tax) $ 6,674.39 By /eh REV. CONTRACT AMOUNT $ 12,927,914.59 ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) cc: Finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: 09- 006(bn) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO.066 Sheet 1 of 1 DATE: 2/272011 BUDGET NO.: PROJECT NO.: 95 -RWO3 CONTRACT NO.: 09 -006 C a n> PROJECT NAME: Tukwila International Boulevard Phase 2 &3 TO: Gary Merlino Construction Attn: Curtis Nakamura, PM You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Complete the waterline crossing installation at 132nd/TIB per the contract plans Within two weeks of making the initial disconnect as detailed in Field Directive #07. This Change Order is a final determination of the impact of acceleration which was disputed by Water District 125. The provisional payment from Pay Estimate #10 will be credited back against the total shown below. This change will be compensated with a new line item added to Schedule D, Water District 125 Improvements. There is no time extension granted with this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date Y5 ( I Contractor /9621/16/0 �o*� Title %9P -o), tac2. By Original Contract (without tax) $ 12,255,380.00'APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 656,848.21^/ Date 3 - /0 .1 This Change Order (without tax) $ 9,011.99 /By REV. CONTRACT AMOUNT $ 12,921,240.20 ORIGINAL: City Clerk (1 of 2) Contractor 2 of 2 / S,i o p- ,L(G/il//a -L,S cc: _4% Finance Department (w /encumbrance); Cons ru� n Inspector; Construction Engineer; file: 1 CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 07 To: Gary Merlino Construction Date: 6/30/09 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2&3 Seattle WA 98108 Project No.: 95 -RW03 & RW -RW04 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Complete waterline crossing at 132nd/TIB per the original project plans within the next two weeks and recc»nect to existing main. Track any additional costs from original work scope using extra work orders approved by the Water District's on -site specialty inspector. Reason for modification: The contract did not specify the exact work sequence or timing for the water main crossing replacement. Reduced fire flows in the neighborhood below the PRV causes concern if this cross - tie remains out of service for an indefinite period of time. It is our desire to reduce this risk by limiting the outage of the cross -tie. Work under this Field Directive modification will be accomplished: ❑ With work to start immediately and determination of any change to the contract price to be negotiated. Negotiations to be complete by July 10, 2009. o With no change in contract completion date. Performance of this Field Di Active is authorized by all signatures below: Accepted by: - Contractor's Rep — Name Approved by: --414 Verified by: City Construction Engineer Date City Construction Inspector Date • 09- 006(bm) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO.065 Sheet 1 of 1 DATE: 2/25/2011 BUDGET NO.: PROJECT NO.: 95 -RWO3 CONTRACT NO.: 09 -006 (100\-) PROJECT NAME: Tukwila International Boulevard Phase 2 &3 TO: Gary Merlino Construction Attn: Curtis Nakamura, PM You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: This Change Order is offered as an Equitable Adjustment for the failed attempt to slipline the 18" concrete storm pipe downstream of CB #112 in front of the Department of Homeland Security (124th/TIB). This Equitable Adjustment will make final payment for the initial effort previously disputed by covering 50% of the verified installation cost. This compensation is offered in addition to the final sliplining effort which was paid using the original cost loaded activity from the baseline schedule. This change will be compensated with a new line item added to Schedule A, Phase 2, Drainage. No time extension is granted with this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date WI Contractor /V1640-+- iO By (.4>A4 Title irzoa> M&2. Original Contract (without tax) $ 12,255,380.00 /APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 648,165.00✓ Date 3- D / This Change Order (without tax) $ 8,683.21'By- REV. CONTRACT AMOUNT $ 12,912,228.21/ ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) o2.L6,//A -c-S cc: ) YFinance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: 09- 006(bl) My Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO.064 Sheet 1 of 1 DATE: 2/25/2011 BUDGET NO.: PROJECT NO.: 95 -RWO3 CONTRACT NO.: 09 -006 (h3-) PROJECT NAME: Tukwila International Boulevard Phase 2 &3 TO: Gary Merlino Construction Attn: Curtis Nakamura, PM You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Resolve various utility conflicts encountered during high flow bypass installation through DOT Limited Access area near the 116th intersection (from approx. sta. 219 +00 to 225 +50) as directed by the night work Field Inspector. Remove and replace unsuitable foundation material from the bottom and sides of the storm drain trench and repair the asphalt to the new limits as marked in the field. This is an administrative Change Order to make final payment for the items previously in dispute. The provisional payments shown will be credited back against the various Force Accounts and the final total paid as shown below. This change will be compensated with a new line item added to Schedule A, Phase 2, Drainage. There is a two (2) day time extension granted with this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as f II payment therefore the prices shown above and below. ACCEPTED: Date � 1 i Contractor Ap16au,✓o; By Covt4 Title A.0.1. /`' 0A- Original Contract (without tax) $ 12,255,380.00'/APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 626,459.61 Date 3"io,I/ This Change Order (without tax) $ 21,705.39/By REV. CONTRACT AMOUNT $ 12,903,545.00 ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) cc: /Sfd -J 02 (, (6f .9c_S Finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: • 09- 006(bk) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO.063 Sheet 1 of 1 DATE: 2/24/2011 BUDGET NO.: PROJECT NO.: 95 -RWO3 CONTRACT NO.: 09 -006 OA) PROJECT NAME: Tukwila International Boulevard Phase 2 &3 TO: Gary Merlino Construction Attn: Curtis Nakamura, PM You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Adjusting castings to final overlay grades, repair shoulder sections, replace signal loops, seal manhole surrounds, and provide temporary striping in DOT half width overlay area as shown in FD #25, #106, #109 and #112 and directed by the Engineer This is an administrative Change Order to back out the amount previously paid under Force Account items shown on the attached list. The provisional payments shown will be credited back against the Force Accounts and the final total paid as shown below. This change will be compensated with a new line item added to Schedule A, Phase 2, Roadway. No time extension is granted with this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date �V3/ 1 Contractor fll6yet slo o S-r. By Title 040.4. M bg. C. Original Contract (without tax) $ 12,255,380.00'APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 596,766.02 / Date This Change Order (without tax) $ 29,693.591 By REV. CONTRACT AMOUNT $ 12,881,839.611 ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) 3-'0-'1 / St ai a 602_(6/41A-1--S cc: Finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433-0179 FIELD DIRECTIVE # 25 To: Gary Merlino Construction Date:10 /6/09 9125 10th Ave So, Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RW03 & RW -RW04 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Complete temporary striping of DOT limited access area per attached striping plan. Use paint for temp striping. Reason for modification: Final overlay scope was postponed. Temp striping will allow reopening the roadway to traffic prior to final overlay and project close out. Work under this Field Directive modification will be accomplished: A On a unit price basis using the 4" paint stripe number attached (w /prime v With no change in contract completion date. Performance of this Field Directive is authorized by all signatures below: Accepted by: Approved by: Verified by: on markup). 4. µtrtKU,>A M4Ou'$ f ,h,ac.&e.& par Aetti..o 13,pply -A44,c CoA tractor's ontractor's Rep — Name Norm // City Const clion Engineer City Construction Inspector Date ZL %v Date Ylfito Date -STA 154/2040 TEND TAT 1.27E 6' LT. 5 AT OE564 MUM SOLO 1ELL0710 L LT `Rl 007110 T 23 N R 4E WM 4* ed6v4 STA 10747646 RECN SITE EDGE IA, 2Y R - -� STA 20242590 '6E1N '6741E 700+ I.M. 22 RI STA 202412.39 W9TE 0,i} 11NL AP, 21' R7 't 620 4 +47 DLON 72.19 YdiliE Wfd UNE, 23' Ri STA 201+0.72 CN 4AI1E EDGE OE, 24' RT SA 195464.13 BEO77 o.0E 1011 iF IRE, CRTI STA 203+0004 144•'.110 Mg uNE AP, 22' AT TUKW LA INTERNATIONAL BLVD STA 19643435 SID' BAH a7 DOMSL6 SCtq ItiLOW UNE. 6' 1,7 STA 196439.50 SDP OAR 710 SK IL SAD MOTE UNE 6' RT END SHOE MEN NRTE IL*L 71.1.4. 1T RT 1 STA 159+21.45 0161E EDGE 13■E M, 05" OT STA 197444.15 SE94 wilt El= UN7, 23' RI 570 200407,72 076 7401E 000 4440 0 25 57 103 250 =U LM PEST SEA 20147206 ETA 'MITE EDGE UDE. 26• AT — STA 20242531 07711101707071 Sot td 4° Walt. - STA 102467.41 ENO 0197E FD{E 703.0,, 170 RT 3.75 2172+41.43 ENO 17407t ECOE 1647, 15 RT GENERAL NOTES 1. REMOVE ALL C{ 70141444 (3IAT7C17AE1k 2 ALL PAVEMENT 4ARMRICS SN0.1A SO4ICNU 10 THE 'STATE OF WAN -RCM 01AN0A,R7 SPE07CA7104 POR ROAR, 1NOiE, AND 141+10700, COM91N0CMifi', L+1FS1 E15114W. 1 SE C11Y 15 17004422 01244 0747 0+155001.1.01 STANDARDS, 0111111 TYPICAL was. FOR 1070 PES MO SPACRi+ OP WW1 4. PRESERVE AND PROTECT AIL mares 9043. S. FOR 477304 iTPKAE 5ECRONS SEE SHEET 70 CONSTRUCTION CENTERLINE DATA L3 STA 169 +44.15 TO 1177. 799419.05 512'22'44 "E t 574.90' 713 PC 157 +39.05 Pt 21044123 11 1211`•26" E 004.21 A 2665.070 T 30121 LEGEND -- .— fltR77 Cf SYA7 -- PRL¢;A1Y UNE 074Vf0E417 4444315 (1114) NIT 16'O-WAY 1110 TURN Q J 3 F at o- v• 36 F' JI3LI"C WORKS I?.EPT. •ENGINEERING• STREETS• WATFR•SEAF.R.BUILDINC• w�/7 aY T (EtT- 4. 'L} blle ,114.96056 KPCx 14,»-• I � 4I°,„''',,, -w a'a4'% ERALATORANEIT RCS: S1PFSWIll. 93( 077) {74 A.% 21A NLP.S1TLE.'F6'.A:6216 2$731 TUKWlLA INTERNATIONAL BLVD B10 1 DOCUMENT 11 < 4d AA 19fi141 Ar'S' RUi660A �G9 j 139' 1a1 CHANNELIZATION AND MEDIAN PLAN STA 192400 TO STA 20400 i'.If,so ans.. ont Al sou ;44 a .NCI MI¢ 6:}11 N o4 � o4. d,4 2lnic90 -2424 204451.74 SITE EOM UtZ AP, 2744 T 23 1 9 4E WM 214 .., ,... STA 21549S.S1 SioN DOWILE 210 ...2. 1..1 . .... .---.. ...... 2 1 2 - ' ‘, 4bI. 454 119 ; ‘kj . * SU 2+5402 1- OCIAXE SOLO Y108 UNE A to — k. 0 SEW AEU 08 ME410— • • . ••• •••••••• w at'. ;,,,,,-.—,;.- -.'".i&Z7:2: "*" A. Wm, • 110 WILA INTERNATIONAL BLVD - STA 209,6012 4411 00CE 1114E AP. 14 RT —STA 20574e232 •ffit ARAI UNE AP, ZE RT • 010 242042.20 WEE MCA USE AP. 20 . RT STA 213 35 00 MINE EKE UNE AP, 30/ 11348155 WATT 42035 UNE AI', 311 Rt STA 21445142 210 MUT EIXE URE, 31' R1-.. 0 25 50 TOO 170 crmc 49 7E1 GENERAL NOTES 1. MOW 443. 00161101124 C870001178110. 2, All PAIANTNT MMUS PAL MEMO 10 1110 -SATE Cr 111.4014CTON STAKRAI SPECIRCATION TOR ROMA MOSE. 7400 tattIZPAL C005rUE1l247. LAITIST MRC77, 3, SAE MR TUKtt,A OESICAt AND mom/Vice! STANDARK, snu(r DETAILS MP UMEEVE$ AND SPAEING MIS.' 4. PRESUME AND PROTECT *10. 4427014054 04143. 4. TER UMW+ TRACAL %CAWS sti SHEET 71. STA 215409.0 WAN 204.004 S0410 Tflt0 LIRE. ve STA 11544115 MOLE WA MIN ME AP. 10' 41'- STA 740445.18 MOLE VICO 1114.0w 1714 AP. 1E RI CONSTRUCTION CENTERLINE DATA LEGEND 0.1 PC 30039.05 Pt 10544125 1205400* 7. 601.2f O 286500' 304224 1144 205+43.02 TO STA 711-41S 73 S 14 07 44' E t 1182.47' C4 04 21203172 44 221023.49 A 4415'59' L 1450.76' R 191007 2 153.34' — — — IMO CT •AT 41% PAGIvG Nam (AV) pre NO-WAY 0000 11001 F' tLEILIC T4r 0 ..R.TC 5' DP T. • ENGINEERING*STREETS•WATETOSEWER4BUILDING• I Ms "E•in- 0$ demt. I 00104400 ir”.4 240 oase 14.1 524 1.1 • ATTtA,ArT ArA AIAKT: AA SA OT*AA AAnt 1.1V. MD DOCUMENT if00014412201ECINOS:STR-S1001.4092MIA poSE 2) MPS1011,X44001 {PHASE 3) TUKWILA INTERNATIONAL BLVD CHANNEWZAT1ON AND MEDIAN PLAN STA 204.00 TO STA 217.00 --tz0;51)6, OM 7705901 Ct PT —IVA 219400.22 Po Dame =Jo ntiove mt. z" Ar ' tr) . T13S110 7077 06217170 - • EltiSiR1k110ti (XSNG 0212170000019 STA 28+388 KURE sow WELLOT WE AA, 0' 07 118 215+7337 WORE SOW I70709 A 97 STA 217+16.83 0007769800 MUM 590 T 23 N R 4E WM 0V-V- "roe _ 5701 22:,0 011577 0007. 27' 71 4:1 STA 214.50.62 7117 79400 11070 197.21' —221 224 225 224 sEUKWILAINii1W1764Zi1776— OP OAR „ * 6* LEGEND — — — 21771006 NAT • -----21777517776 21706IE771 ARROW C179 11117 7119-1(67 6011 ito CONSTRUCTION CENTERLINE DMA Ca PC 292+3171 PT 227+17.49 6 44151G 1 146816‘ R 010 T 713.34' NOTES j( 11. • 6)-W ur • 1. RAM 96, CCNRICUG 77)61792001077)61777)617920010099. 1. 2. All PAWNEWT 64141405 SHALL EARI111 10 Ter .51617 06 *90101101011 SWUM 292101100504 2177 06010. eRra, =DON. C06SIT51004..111£91 DIMON. 3. 060 0901506 190099 06122! ANS 00151119C11011 514020A805, SIRE( 1`0,791. OVALS, SOO 1.180117E6 AND wans 06060401 4. MEM AND PROTECT' 0.0. 6,4414Z 000S. 5, 7001 610991 Mk Sara% SE 010701 72. 0 25 SO 105 130 szaitErz -we-10"T- IL F'Ull31_,IC WORICS .r)..Eu=> T. •ENGE1EERING•STREETS4WATER•SEWER4BUILDING• k.,..?#.. i-cp+m RaiilAtAID Pr...1JECI ti05:SIPF-SIPUIA:225ntMA22 211t rf.MIALTA139(102) (PHASE 3) TUKWILA INTERNATIONAL BLVD . 7i 1 BID DO C T4!:1 A Ng .274:: 17 IN a.„i,d CHANNELIZATION AND MEDIAN PLAN STA 217.00 TO STA 227.00 AI Ai0t1 fils osnate fici hk no u 4,t CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE #106 To: Gary Merlino Construction Date: 9/17/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RWO3 & RW -RWO4 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Complete misc preparatory removals and restoration in the DOT overlay area beyond the original paving limits to ensure clean tie -in's with the proposed project features. Use the details shown in the attached Exhibit for restoration. Reason for modification: A deteriorating pavement edge along the right turn pocket from TIB to west bound 116th immediately adjacent to the paving limit requires additional fill and paving to secure this edge appropriately. There are also cross drainage issues along the C -curb and a double junction box along the east edge of the roadway that require some attention to provide an appropriate final overlay tie -in. Work under this Field Directive modification will be accomplished: ❑ With work to start immediately and determination of the change to the contract price to be tracked by Force Account: Property Restoration — Phase 2, Roadside Development. ❑ With no change in contract completion date. Performance of this Field Directive is authorized by all signatures below: Accepted by: Approved by: Verified by: Contractor's Rep — Name City Construction Engineer Date f1i Date City Construction Inspector Date --r1Q) 743 D■g-C-z1v6 fo4a 5-7tA-k1 6 rr GENERAL NOTES 1. SEE SHEET 26. M. caou0A 11 9 Id to 13 STORMWATER NOTES 0 SEE PROFIt 1051 SIM. C4 CONSTR 5 CLAM DATA PC STA 21241123 PT STA 517+22.49 6 445559. R .1911100 1_ 114475 1 713.34 ' 5, CONSTRUCTION NOTES CI SEE Vial WENCH 041155, 016236 RR P6106211 REPAIR SEC11121 ® REPAR 005(0621 062 1115162ATI54 eons, 26050 036. CIIM/RELOW 36061197 1901 6353646 MORN DOM PRO TO REC064316 0662460 NCO( CONNSTREAR. • — ••_ • . •• ■••• I .• •.• • s''‘b ot-s 00P`e1" .."..1,::‘.'..'...,. moo 0 ..... CORM t 11 -TUKWILA INTERNATIONAL SOU & . . ilr#4,„•• •• • ,••••". .• • .•••.• ••,•.• • •• -•• • -4 0510 20 $C.ME IN FEET ea CLer C,-O.k vrermt., -rt• pttkv.A.) or.41/404,4 L 1.1''w." CALL 2 DAYS BEFORE YOU DIG 1.800-424.5555 11=71M=1=0 OM kV FlICUEC I MS: SIPE -STRIL.-13399(0 7 7) (PHASE 21 0 RP -SIPLL-0399(1 03) (PHASE 3) isle F TIELI G T0 I? IC 5 DEPT. 58 IIIIIIII TUKWILA INTERNATIONAL BLVD DOCUMENT [ 39 e se emu.% NM PLAN n,••e. I 9:14M..40 ...W. atm ultx0i, ! WWI . ,._ fn.,. •SNOINESRING•STRESTS.WATER•SEWER•BOILDING • MIMI MINI cup ovc. Ink A. MN .1,01111•11 SW lk • i ' Ws uncoi so SU rerMas STA 219+00 TO STA 224+00 IM..... "T-1( L/ ( b estAAAS IT" • • ..... ..... SD .•-••••••• -o-Lt A 2/ 1117)10 /3 (55 „: „ • „ ed06:1- --5e-oxvvaive- = t't ....... A 1;0.19.1": V ith0?-ke-S PC-4,4t0f--6 a To 24 ut-Oeft. vikAIWIN r • •■••■•-• •••■■•■kr‘,. . . . . : • • ."k•k■ • ,•■•••■■ • • ..• •• • • ..,•• • • • wou6s to -24 tS" oV'- r tePrI4 \O" MI a, Tl 2/s 1 ? J130to OS) CSSC. 'TO swv,t -t) .- - '041,14 Csee. 6A4S- tsvazwe tterepowit,IG, u(z. p'- 'ot.( A -Pt rrts CAT © in o?Mt igi„ I N, C.--0-4-e, (' Loe,p. m/J.S) 1 s'1 ov a' Vin %to 3! 9171 L IZALSS 3. `o�tu 6-D6 • 1.-• ; T 1 ..71 .1.% „4 f e) rIA 743 te.C--exw6 to(p. oxA.kA tr OENERAL NOTES L SCE WET 71 STORMWATER NOTES 0 SEE mu 1001 REEL • C1110672 1 0.111k 0.110 PC STA 2l003101 PT STA 277+72.19 A • 44•1S'AC • 1914102 • 111102 1 • 713.14 V■Itt (a044DP4 10 1-3 CONSTRUCTION NOTES ® SEE 110100* sea/ coons, ars e rat pmsea KLPOS SECTIC14. RIZPAli PAWLIENT PER SESICRAIIPT MOTES. SHEET 11S. CLEM/i001k 511211121T TROY COSTIV 31C814 OUR MICR 10 BECITNNG OPARAGE VICOK CCIIISTPLAX . It ...... 4:1■ 1/§1111/1111111/IMMIIIIIIII c9.11,11/71 :111/KI4,44fi'Vlail/1/1/11111/111/110:1/1 .1 ./ rfEll R.-0101:140141 .... _ • 5 . ra.---";.• .,. .... ,,-.41.1:;),T,;,....,-,,A1F11.1111T---..,, r..;;:..-....-•%::.,..7..;.:1;',.-Eaif:17,-.-.4,, f '. .; '- ' 4 • .".":/ '.'- • ••-•-": ' _,. - -: -:. - _""..•.•.: ••. .'-i"-.,-• - ' - ;• :;- • . •.i?:'.7. ''Ar'--".• •&- - -4- ,. .- . . . s- .. .... . .• . . . . .‘..- .• :...,.i.i”. , ..... . ".' .' - .4 -...' . - ....... ••.. ..._ 0 5 10 20 10 20LF 81 FEET CLer Cd-CAMP-6 vreo.A.L. -co 04.thu,) L '4',A,,. tx," ii=Wsrale CALL 2 DAYS BEFORE YOU DIG 1.800-4244555 • ITONW. AO MEI 7115c SIPFSIR11:0099(0n) PHASE 21 & HP-STPLEA090(103) W0* 31 TUKWILA INTERNATIONAL BLVD PLAN STA 219+00 TO STA 224+00 rt. ...._ ......___.... . .P LT _If 1 LI C' W Gs I? K—.5* I )_E'_2= T. • XtiGLNICallaiG•STRHETS*WATER•SEWBR• BUILDING • 2. 58 39 BID DOCUMENT 1-1,11hodma .1.4 ‘,1,::..1,1V1., 111 OLIANIA ...... OK* ok AS SIM „elm cou 1* IV-Ica■ m 14. raid. -4.- fldi it • MB -/--/ -tSet...0 \**-0-tvG (0 b 4,W s rr ' • • ?p44,61146,krrc-SAMAR)(4.6".." ".. t;tV/Att. (z-C-970*--e )44:4;t.,_ oF....0.0/3Y SD ititi-14- V 16*.t. • PE-4{15f--6's , To 24" • Li J t...• ri N.1 • ........• . .•:: ; • .• • •• • • • ensza.scot464.1autii...114.1.V.144 . . .... • . . . V•A % f--01-Mits 2/ 5117)10 1.3 w wers 4 1.S" ovt- 4.44..se lo" YA1 ti. Tl t3 ? Z- /3 �tC fl 1 e 1 +vE ADS) CS Se, tS"N'oN sitDC--ref-4 at -P471 Gme C, susc,4* PAt •irt' StA-to1.4 A -P, .�.�.- AP C.«x DNtw oPf- t I N C.-C-wQ , (3 1.00.Frz ks-55) C-C.ma $ - tt- '"�fJ„C'tS, OA 1 t'1Da 157110 /3 • 1146 \ 7•13 r STORMWATER NOTES SEE PROTIE I47I1 "ET. �N �6 •JI ' llll i M610 5 OAK 000 � 010 11101173 PT STA 227+1249 443&0? l 1910W L .I1a176 — 71134 va, ta01 .p \ �i 9Idt0 3 CONSTRUCTION NOTES 5E£ 1121CA 747141 WAS. SWET 6 RR PAK9QTT WPM NCRa. WPM PAK9W714R RE31011A111L ROW, 9407 116. ClEAVR 90W 9EAVERT TROY 0300HO !Idyl auk MCP TO 50511110 004U 9040 004351. nv/ 6I7ri//I 7r iulrOlia .iTiirniiiiaiurrraiiiiii H/rliiniiriririiir;i�D: l,ii .. - -- - av 1 //I/ ..' . ;. ..:.....: ,... / I /lI,II /.'I/ Iii/I rI�I i// i/ il/ TI/I/I/I: /IIiY /I� /II /IN /I / /A /I;I/I; /y�r� - ao6Ta E u • -TUKWILA INTERNATIONAL ....._.. - -- • -Z71 ��iiii�i8 • ii 0 310 20 40 60 SCALE I }EET ''''',W CALL 2 DAYS BEFORE YOU DI 1400-044555 III)))))) ® L RDFAki AO PR07ECTN14STPF-4IPIA.-00991 0 77)(PIASE2)316P31PLL-0099(100)MNSE 3) �--- _____ PUBLIC WORKS DEP7' . .E NGI REERENG •STREETS.IIATER.SEWER.BD11DTNG• 1 - ( TUKWILA INTERNATIONAL BLVD PLAN 81D DOCUMENT LPG ws... l6API „y"I� .9e "'°� .-A3.- X9606 t ,j e>r ,9 ]♦[�6H96 .,,�p9db 9v39064s r W6 7rir1 STA 219 +00 TO STA 224 +00 -- "t°1O' It • b-� VII .4i 45-t''Crt-D \**?..z-orrz 4 ( 0 to *\Q 1-r '• •-• .••■• .6. 1)(4,94,er 61)6 C) 54144)WAY (e,C-9TtAe--e ... ..... v ?-64tirRre 4 TO 24 _S Pro Cet.pc-44. v)/&p tA t1/41/4, ”CaLaaria101ML111.4,16144W144 ..... 7.7^... • 41....1.• •■••"4" •••■•••■ •••■■••■ i-1,1) A 2/ 9 I 17 )to /3 4. • trv V44416 t-DGe lS" ov'sfsti S*! 10" "1-1( P'1 ziS 6)‹.81. �prDD CSiNC. -ro sNOVA -t) G .. a- T Gtess Susc,O4 pAlw<r r-- Gus V4m. 0 °PC14U41G, Yi& 1 'mac l4T1 4 G PAM,*"r ta;'Ct S, lisp{ av I) 3/ �3 9vt of eme • ._..k` • • ;PROPOSED CURB. GUTTER SIDEWALK (TIP) EIMILDCUP • ...•• • .•.,,,_•. • i UNE 6' LT. 6' RT / ENO TXT i —STA 195+09.49 'BEGIN DOUBLE SOW) YELLOW UNE, 6' LT r —STA 195+84.13 BEGIN SINGLE soup WEE UNE, 6' RT 193 194 195 , ..... „..„ '196 f '' ' TUKWILA INTERNATIONAL BLVD STA 196+34.55 197 T 23 N R 4E WM 198 STA BEGIN 199 STOP 8AR IENO DOUBLE SOLID YELLOW UNE, 6' LT — STA 196+39.90 STOP BAR END SINGLE SCUD WHITE UNE, 6' RT END SINGLE BROKEN WHITE UNE, 17' LT, 17' RT — STA 199+21.85 W-IITE EDGE UNE AP, 25' RT STA 200+07.72 END WHITE EDGE L STA 197+44.16 BEGIN WHITE EDGE UNE, 25' RT 0 25 50 100 SCALE IN FEET 5b L C,&9 150 j Cf a/IA-0 1 ILLI3LIC WORKS' 1::)_.E'17-1. * ENGINEERING* STREETS * WATER * SEWER *BUILDING* deigned drum checked prof tad by NA NA HJD HJD date 06/08 06/08 06/08 06/08 prof dir field bk no I< I' 7:01,4mell Sufli.15A9029 23: 206.1U7 erg .4= r2 • • STA 204 +51.75 1WIITE EDGE LINE AP, 23' RT T 23 N R 4E WM 205 206 207_..._.. 208 209 210 211 C3 L4 — STA 205 +01.38 WHITE EDGE UNE AP, 22' RT p-14't c/), TUKWILA INTERNATIONAL BLVD —STA 209 +60.29 WHITE EDGE LINE AP, 23' RT 0 25 50 100 1 SCALE IN FEET GENERAL Ni 1. REMOVE ALL 2. ALL PAVEMEI OF WASHING1 BRIDGE, AND 3. SEE CITY OF STANDARDS, SPACING OF 4. PRESERVE Al 5. FOR MEDIAN PUBLIC WORKS DBPT. * ENGINEERING + STREETS * WATER • SEWER * B UILDING • des ned draft checked Pro] by NA NA NJO NJO date 06/08 06/08 06/08 06/08 Prof field bk no KP Su w2: -- STA 217+26.52 DOUBLE SOUD YELLOW UNE AP, 0' RT — STA 219 +00.57 END DOUBLE SOUD YELLOW UNE, 2' RT EXISTING EDGE OF PAVEMENT CONSTRUCTION 222 T 23 N 223 TUKI LEGEND EXISTING EDGE`•. OF PAVEMENT -- STA 218+36.85 DOUBLE SOLID YELLOW UNE AP, 1' RT STA 217 +73.57 DOUBLE SOLID YELLOW UNE AP, 1' RT STA 217 +26.83 DOUBLE SOUD YELLOW UNE AP, 4' RT — — — RIGHT OF WAY - — PROPERTY UNE PAVEMENT ARROW (TYP) TWLT TWO —WAY LEFT TURN CONSTRUCTION CENTERLINE DATA C4 PC 212 +35.73 6 44'3559' R 1910.00' PT 227 +22.49 L 1486.76' T 783.34' GENERAL NOTES STA 220+80.21 STOP BAR 1. REMOVE ALL CONFLICTING CHANNEUZATION, 2. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD. BRIDGE, AND MUNICIPAL CONSTRUCTION, LATEST EDITION. 3. SEE CITY OF TUKWILA DESIGN AND CONSTRUCTION STANDARDS, STREET TYPICAL DETAILS, FOR UNETYPES AND SPACING OF RPM'S. 4. PRESERVE AND PROTECT ALL BUSINESS SIGNS. 5. FOR MEDIAN TYPICAL SECTIONS, SEE SHEET 72. _PUBLIC' WORKS DKPT_ + ENGINEERING* STREETS *WATER • SEWER • BUILDING • designed dn>m checked Pro] enx by NA NA NJD NJD date 06/08 06/08 06/08 06/08 prof du field bk no KP 75;41. Arm h &a'0 WA oce (r90 au -16+4 awn.tg urn SIt i'> CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 109 To: Gary Merlino Construction Date:9 /22/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RWO3 & RW -RWO4 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Replace 3 stop bar loops at the northbound left turn lane at 116th/TIB per the attached Exhibit and standard DOT details. Reason for modification: The DOT overlay required edge grinding near these loops. We had hoped that the loops would be deep enough to avoid with the edge grind but the grinder caught the home run at their shallowest point as they crossed the lane line. Replacing these loops is required for the signal to sense the left turn traffic at this location. Work under this Field Directive modification will be accomplished: ❑ With work to start immediately and placement costs tracked by Force Account: Property Restoration — Phase 2, Roadway Improvements. The total cost will eventually be wrapped into the Change Order #10 value. ❑ With no change in contract completion date. Performance of this Field Directive is authorized by all signatures below: Accepted by: Approved by: Verified by: Contractor's Rep — Name M ie(0( City Construction Engineer Date City Construction Inspector Date 0 0 d'• 0 L8 133HS 00 +61Z VIS 3N43 HO1VW HO X3 L8 I331-S Q0 +61Z `d1S 3Nn HO1VVI CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 112 To: Gary Merlino Construction Date:10 /01/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2&3 Seattle WA 98108 Project No.: 95 -RWO3 & RW -RWO4 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Replace one or both mid advance loops at the northbound approach to 116th/TIB per the attached Exhibit and standard DOT details. Reason for modification: The DOT overlay required edge grinding near these loops. We had hoped that the loops would be deep enough to avoid with the edge grind and we thought we had been successful in avoiding them but after replacement of the turn loops at 116th DOT informed us of an open loop condition at this location. Further tests showed the western loop is OK but the loop in the furthest east lane shows an open circuit. We need to replace at least the one faulty loop for a fully functional traffic signal at 116tH Work under this Field Directive modification will be accomplished: ❑ With work to start immediately and placement costs tracked by Force Account: Property Restoration — Phase 2, Roadway Improvements. The total cost will eventually be wrapped into the Change Order #10 value. ❑ With any change in contract completion date evaluated using Time Impact Analysis. Performance of this Field Directive is authorized by all signatures below: Accepted by: Approved by: Verified by: Contractor's Rep — Name Date 3XDa31c� City Construction Engineer Date City Construction Inspector Date CD or N CONSTRUCTION NOTES 1 N Lii W I— N 60 <6. X W 4. m ma TF r « L « Ira Z 3 CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 26 To: Gary Merlino Construction Date:10 /21/09 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RWO3 & RW -RWO4 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Modify the temporary striping plan per the markup drawings attached. Provide two full north bound lanes as shown with 11' inside and remainder (approx 12.5') outside lane. Correct the color call out for the lane divider striping. White skip lines are to be used for same direction traffic. . Reason for modification: Existing striping locations (which was initially called out for replacement in -kind) does not provide smooth lane transitions throughout the project. The modified lane locations allow DOT striping to tie into the project final channelization plan. Work under this Field Directive modification will be accomplished: ❑ With the layout modifications paid by Force Account and the striping paid as previously approved on a unit price basis. ❑ With no change in contract completion date. Performance of this Field Directive is authorized by all signatures below: Accepted by: Approved by: Verified by: Contractor's Rep — Name N. r7 rte L City Construction Engineer Date City Construction Inspector Date 19 S jRTPOYD cum. 4838)08 : so4Talx (12 f1Pl Change to broken 4" white line. NMI l -STA 19549949 !END TILT UK. 8 LT. 0. RT REV/ WALE 521.12 151.010 UJL 6• LT -p 1 -STA 195■64,17 ECU1 9040.1 STAD *Int U5.. 6' gr.; TUKWILA INTERNATIONAL BLVD STA 19563433 STIP 602 100 9wHE SOUR TU80)0 6' LI - STA 196139.00 SIOP OAR 170 5842E SCUD 994108.26. C 95 CO 944E 8x00 wart 4X1. IT.1.7. 1T RT - ))1 1 T23NR4E WN 7e,Q,„,_. 4 ye I 197 It- SIA20.S490.34 2.l L•' 5TA 702/7066 = y 1 R49K.4DiE L44E AP, 799 RT - 8Ebl 9461E EDGE IaiL 00 8T . • STA 292425.67 =et 2267E55 UL'J><Ri, STA 102412.39 1. ?;4 991111 EDGE CA(E AP. 13'AT ;SEA 1105IE.(0 .3 81 ;�M *MUE MX UNE,9f RT 074 291499.72 Y015. EDGE IX. J4' RT AA wrrjrat STA 199421,85 •1 9991E toot Lae Ft RT STA 100601.72 000 1041E M11 ME. STA 20147206 010 *415 EDGE 1NL 18" 05 STA 197444:18 6100 601E [956 6,K 23" RT 3r! I 0 22 30 800 150 $CA1f IN FEET STA 202'2131 PO 0621 BCE S7NE 51 RT- Slid4" 8J fi. tµ.►.�. O GENERAL NOTES 1. RE1101 AIL 01401 4G 0WOIDAATCN. 2 A1L PA11101T UAW94 3 9u8L 001675481 TO THE METE 9) *9991410(1 21900985 9881252.811664 590 9076. BRDCC AND 1411110PAL En/Mil/CREW. U1EST EMD01G 1 SEE 013,:i 11249U 045109 7.110 (9 00OCUON 0200993, STREET T7PCAL CETAI.0. 408 WC /1115 910 02904(5. Cr RPU'S or 4, 9RE9IA0 1140 PRO'18.51 ALL 0!2X150 45140 58 r • .99 ON RAMP -STA 202487.41 0(0 RICE EDTL UNE, 3P 87 STA 200H1.43 04D HIE IDLE ENE. 35' RT 7 1 POSE Y4D1AN TIP4AL 55500X1 SEE 9(477 72. CONSTRUCTION CENTERLINE DATA STA 16946413 W 52A 199139.05 51722'44'4 L 974.99' PC 19943205 6 1205'00' R 2665.0' P/ 203443.26 1 694.28 r 302 25 LEGEND - - *0894 WAY -- - PROPERTY 0x( 2910x715 A1ND* (11*) T1Lf 7*11-YATLEFT TURN �y CZ �" ` .P rTBL,IC WORxs DEPT. •ENCINEERLNC• STREETS•RATER•SEWEB•BUTI DING.. DT 416 KpG 41596.0. 6a6.oK r= .6.66 6.616, AM _ FIDEML•D T907E4T x05: STPF- STPUlL099(072) (NAM 2) 0 NIP- STPU- 0099(1031(P2USE 71 TUKWILA INTERNATIONAL BLVD ' ''' M ,° n DOCUMENT I 69 (1392 ,� .6666, a RR RAV CHANNELIZATION AND MEDIAN PLAN STA 192.00 TO STA 204.00 1 lik0. =PAN 1*')` 14 WNW lop owe. la 99 - e Iri, ]c2iEi991 -STA 208.31.7) Z.% :.• NOTE ma WE W,„,33(11T T23NR4EWM Change to broken 4" white line. � ; 4 / lKo%) 2.;r,,/!_" ..._ 210 21) SIA 21 645122 OCUE E 50.02 113LOW 104E M. G SI ETA 215106.41 OEOt 00061E 4000 701.0'* 1YQ 0' RT- 213 �-'SR 99' FAOi .,A.z c°11.A Do_ 4'1 pit° -) LA INTERNATIONAL BLVD STA 212+4000 5121E 0000 U1E AP. 21' 01- STA 211+3150 MIT CM UNE AP. JO' RT - STA 211+07.5S 4141E EDGE LIKE 02. 3* RT - STA 21451.12 D0WEIL EOM LIRE. 11'RT- STA 215+0400 OEM 0WBIE SOUR N01701*f. IC RT- STA 215+4813 508E 501.0 70712* U1E AP. 10 RT -- -STA 207+01�3 WE EDEE Ud AP. ,e Rl L-517, 500+4022 M01E 000E WIE AP. )SRT 0 21 50 100 150 d • SCALE IN FRI. Soj�d PUBLIC WORKS DEPT_ • ENCINEERWG•STT0EETS •RATER •SEWER •Bt71LDENG• GENERAL NOTES • 1. R010* ALL 0)41)011*0 01.41111RA1104 L ALL PAWRK) *0000LS SHALL 021(0(64 TO iNE "SIAM 0' ta0*4101 SIA1OA® SPECIICATioll {'alt 0040, TIR11GE, AID 142002*.0:413 P0GDaf, LA1EST SaU4x .2. 000 01170• AMA. OE974 *0 LVK5T000750 SIAICAODS, SDRET T14MAL 0ETM$ fa UIET100 200 SPAI7N4 0' WS. 1. PRCSERK AIO MIMEO ALL NUANCES SCR 1 RR 1[0Af TERCN. 32070E5. SEE SHEET 72. 6Up16 11 mat itu u cape }VP fa 2104 C+I 1111Mey a s. .m - -• 2114105 BID DOCUMENT CONSTRUCTION CENTERLINE DATA V PC 10+305 PT 20511426 6 12200' 1001.21' R 276300' T 1012• (4 ST+ 20714310 10 STA 012112.71 S 1071 A4'E O 60241' C4 PC 212+35.77 21 227+22.40 6 44'3010' L 1460.70' R 101001 T 761:3" STA 3)4+42.20 00.9E 5015 1£110* AP. 12' RI LEGEND •� • «01) 0 WAN 020P01 UNE P**000T A 40)4 (i7p) iSLT rev-no 1.E11 TOW f2DERKA0 290ECIROS. STNSIPA-00950111(0032 2151 OPST0.0092(113) (PHASE 3) TUKWILA INTERNATIONAL BLVD CHANNELIZATION AND MEDIAN PLAN STA 204+00 TO STA 217400 70 139 3 1• 1- 00100 CC11e+Rt 41)024 1412 24,m5e 09- 006(bj) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 062 Sheet 1 of 1 DATE: PROJECT NO.: PROJECT NAME: TO: 02/17/11 BUDGET NO.: 95 -RWO3 CONTRACT NO.: 09 -006 Tukwila International Boulevard Phase 2 &3 Gary Merlino Construction Attn: Curtis Nakamura, PM You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Secure wall #2 pedestrian penetration block -out with plywood wall construction, per Field Directive #114. This is an administrative Change Order to back out the amount previously paid under the Force Account items shown on the attached spreadsheet. The provisional payment shown will be credited back against the specific FA(s) listed and the final total paid as shown below. This change will be compensated with a new line item added to Schedule B, Phase 3, Roadway. There is no time impact for this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date y3/ Contractor MEA(AnJc) Cam' By Title pf,a) M (72. Original Contract (without tax) $ 12,255,380.00 /APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 595,261.071Date 3-10'1/ This Change Order (without tax) $ 1,504.951 By REV. CONTRACT AMOUNT $ 12,852,146.02] ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) / 574 ,f O/G /A/A-c3 cc:. ( finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 114 To: Gary Merlino Construction Date:10 /05/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RW03 & RW -RW04 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Construct a plywood cover for the pedestrian penetration in wall #2 at the old 37th dead end as shown in the attached Exhibit. Reason for modification: During construction we tried to correct a deficiency in the project plans which cut off pedestrian access to TIB at 37th on the east side of the roadway The intent was to construct a set of pedestrian access stairs through a small hole in the traffic barrier at this location. The hole was left open and a price was requested from the contractor for the stairs. We have received no price for the penetration stairs and we are running out of time for the project. This cover will secure the penetration until we move forward with the pedestrian feature or abandon the penetration all together and fill the hole with concrete. Work under this Field Directive modification will be accomplished: ❑ With work to start immediately and restoration /placement costs tracked by Force Account: Property Restoration — Phase 3, Roadway Improvements. ❑ With no change in the contract completion date. Performance of this Field Directive is authorized by all signatures below: Contractor's Rep — Name 313 1(( Accepted by: Approved by: Verified by: City Construction Engineer Date City Construction Inspector Date sign schedule • a et r • • 61- ,e v. s 4p, 403? 15v- Q 3 ct 1 max d Q 0 • 2 • • 09- 006(bi) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 061 Sheet 1 of 1 You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; 8. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Modify wall #4 south end piles by lowering the T.O.P elevations and wall cap details. See attached Field Directive #10 for details. This change will be compensated with a new line item added to Schedule A - Phase 2, Roadway. There is no time impact for this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date Contractor /t16°. -INo CovST. By Title 73/26,1 , An (72 Original Contract (without tax) $ 12,255,380.00'APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 594,171.31'/ Date This Change Order (without tax) $ 1,089.761By REV. CONTRACT AMOUNT $ 12,850,641.07] ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) cc: i &f a Finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 10 To: Gary Merlin() Construction Date:7 /2/09 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RW03 & RW -RW04 Attn: Curtis Nakamura Contract No.: 09-006 Work to be performed: Modify the south end piles (Pile #1 and #2) for wait #4 and incorporate stepped wall cap detail as provided in the attached KPFF sketches (dated 7/2/09). Reason for modification: The south end of wall #4 interferes with the roadway at the final tapered section. The pile cap as designed does not provide adequate clearance under the paved section to .achieve the final pavement thickness. Dropping the pile cap below pavement resolves this intereference. Work under this Field Directive modification will be accomplished: o With work to start immediately and determination of any change to the contract price and /or completion date to be negotiated. Negotiations to be complete by July 10, 2009. Performance of this Field Directive is authorized by all signatures below: Accepted by: Approved by: Verified by: Rez:Q6c 14, �� ,- 14'!. dd /CIty Construction Engineer Contractor's Rep — Name City Construction Inspector Date rgt Date M Consulting Engineers 1601 5th Avenue, Suite 1600 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622 -8130 I I i 1 1 1 1 1 1 prop. b location client date sheetm I I 1 1 _: ■.:. SI.■1: ... ■■....11_ 1■: _ :■.. .L1 1 1 1 1 1 1 1 1_ I� � i 1 II 1111■ 11,1=1 :1111U:' um ■1U 1 1 I 1 1 job no. 1 1 1 1 1 i 1 1 1 mu. illimmum um 0 �mum= ■ maim w r im ..... .... ..... ..____•._.________ • ... ■ mi.. 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Imimompo i■■■ ■■■r ■■■■■ mom mo a:::� ::�:■S a•C • n Eo 11 i 1.. :.. :1:�■ 1 U • 09- 006(bh) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 060 Sheet 1 of 1 You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Provide revised wall #2 expansion joint layout and T.O.P elevations. Also provide revised rebar shop drawing details for affected areas, as described on attached Field Directive #005. This change will be compensated with a new line item added to Schedules A, Phases 2, Roadway. There is no time impact for this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date Contractor (lF�2..fko CST By (IVtre / Title P403. Al 64 . Original Contract (without tax) $ 12,255,380.00/APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 592,866.51 /Date 3 `)0 - 1/ w& This Change Order (without tax) $ 1,304.80/ By REV. CONTRACT AMOUNT $ 12,849,551.31 ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) cc: /$ -af a o', 6, A(4-cS Finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 005 To: Gary Merlino Construction Date: 05/15/09 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RWO3 & RW RWO4 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Modify Wall #2 layout to provide pile locations and expansioin joints as shown in Sheets S-15 through 6-20 Revision 1 and use CAD file to determine new T.O.P. elevations (attached). These revisions make minor adjustments to pile spaces and expansion joints at select locatioins from Pile #47 north in wail #2. Incorporate these revised pile locations into the final pile T.O.P. calculations, survey layout and pile cap details. The electronic CAD file has been provided to assist in determining the pile stationing and offsets needed to calculate the T.O.P. elevations. The sheet S- 15 through S -20 revised dimensions should be used to layout the piles in the field. Reason for modification: These changes were made to achieve better agreement between the stated pile dimensions and the dimensions as scaled in CAD. Work under this Field Directive modification will be accomplished: o With work to start immediately. o With no change to the contract price or provide supporting documentation for a change in contract price or equitable adjustment within 7 calendar days of this notice. a With no change in contract completion date. Performance of this Field Directive is authorized by ail signatures below: Accepted by: ti�� Contractors Rep — Name Approved by: Verified by: ity ►.n ction Engineer der City Construction Inspector Date PUBLIC WORKS DEPT_ 1 II - - - FEDEMLM2 POJ2CTNOS: s1pswth-�99(On) (PHASE 2) & H).P-STPt-009(103) (P1AS2 3) BID TUKWILA INTERNATIONAL BLVD ______ ______ ___________ ___________ ap mb? DOCUMENTS1 WALL PLAN AND WALL ELEVATION ijI STA 159+75 TO STA 162+50 RIGHT NOTES: 1. STAMM SHOWN PRE FDR PERPE1010Aat CFFSET FROM ROAD CENTTITLIHE TO WALL WORICURE. REFER TO 5-3 FCR WALL MORKILFE DEFINIDOIL 2. 0 WATS PILE REFER TO %MULE ON S-1 201 RLE 571 MD SHAFT WATER. 3. ERIE 9101111 YERE ASSUMED FOR DESCH. ACTUM. EINE TO Et DETERMIHED BY 0*10AC101 901.000 10 RECUREMENTS SHOW cm 5-1. 4 9 A EXP SHOTCRETE 102005 210(1. ICOITHE 812 000 Al 190 „. - 7 .171, .17,1 1 --1-21-71 r JL 1 JCINT ELEY 170.0Y scum 40E) CALL 2 DAYS ?;BEFORE YOU DIG i5..1-800-424-5555;i:= 1. 1 OHM PIPE ID BE ABANDONED. SEE Mt FLAXS • II tf1 frd 1,0 16E I-- N I I- "LLI 11.1 \ C/3 . ...:217,7:77'. 9 1111 I z • ................. ________ 2 SPACES • F 04 FEET Fisommaii CUM 102 02 TRAFFIC BARRER ToP oF seem fl n co -PGA 11 lap/ 204.03' Lui - - 11 11 — ----------- n p ------------ ---------------- -------- EW JOINT (TIP) 01 0-4 FOR DETALS BOT111117 TRAFFIC BARRIER AND TOP OF FASCIA FANO. ••••••-•••-^••••^••^•.. •••••••••-••-•••^•••••••••••-•••••••^•• ••••••••••,•••"••-•••••••••• 0.3 4 . PCA1 :1 ELEY 161.00* 1: -••••,:, II 4. II I II II II— 132E w 00.21 t. BRE - IR121. k 1■ SCIAER P2120 121 1014r It-In/smart ,I „ r) r) etit te537 FIN Atro' SOUMER 11710 tst WALL 2 ELEVATION 40400 901 tau r-Icr (D 0 ary eozr SOLDER PILES 10 0100100410040 AT FAX 02 WALL ++ @ 0 0 BRE - v7032' Pre 07/2 01010 FILE ON 173.2LF SOLDIER PLES 0 0 5. T I 222 17000 SOLCIER P0013 O10 k 0 0 j380" — SOLDER PUS 01010 12500 SOWER PUIES (g) To 1=)L71131.,IC WO.FeICS' •FiNGINFARING•STREETS•ITLTER•SEWER•BUILDING • roc Arna 0221 21/01 11/01 frj1111.1.. rrittroat nort 4.011.33 Iv OW MA& BID DOCUMENTS FEDEFLIL AID PROJECT HOS: STPF-STPUL-00992077) (2%5E2)8 titP.STM.9.-0099(103) (221020 3) TUKWILA INTERNATIONAL BLVD WALL PLAN AND WALL ELEVATION STA 162+50 TO STA 165+00 RIGHT 22r 10 PIE ritY101501 redisa 27 2501101.4 mak 84 02011 4120 woo „/ Filed Directive No. 005 Pepe 400025.010005 F� 11 II 11 II II It 11 11 II n :: II 11 it II \;: - -IF - -jj -- — ¢$( S v) 1 BWE .194.07 "0YE ' 14447 ji � G CROWD 'I II II I I 0 " " o 5 n I I ,. , N = AT FACE OF WALL Y 1' w W" 1 I I NE -' W 190 o l I writ I I I I o 190 III mI i II EELV 10007 RWDE04 PPILES J TO (�_ ( fl FP 40.00 - 0) SUPER PIRS m 1, A FV 7D 00' I I sIx»ER PILES ,�A_...__.. _._. .e: - __.._.....1.....U... _ ... .__ _ _ ._............_.__... _ ......._......_ ................. J IJ lJ�. .. .............{ ..... .............................. _..... ........_...................... Z 2 I F.LV175.50 ( 1 -� nFV1n.57 I ( J - 1 1 SIMMER PITS ®TO 1 SOLI20174PIM m Q'�- I 1 saint HIES l� m 4 I I I F ,0 v. BR . Alk 70 SPACA AT e�-7' .477 -7 ® - .. - CALL 2 DAYS , WALL 2 ELEVATION 0 ® ® O ® I. BEFORE YOU DIG • 90 s5 0 109 0 ® ® SCALE: SERI 1% -V 1>a :1,1-8004249555 . Naa21' -17 �wA —I W FEDERAL AID PROJECT NOS: S PF S P R-0099(077) (PHASE 2) b HIP- $TPUL-0099(103) (PHASE S) intt ^`" P UBLIG' WORKS DEPT_ ; rim BID TUKWILA INTERNATIONAL BLVD is- t' * IKNORMEGRING • STREETS *WATER•SHIBR*BUIDINGs *� II,e em ,,,,,,,+,"m.y,,,,, 27 (� PI at ED 0/01 .r....IMI..PI DOCUMENTS WALL PLAN AND WALL ELEVATION � y� ®`~Di° 1AA it PM MAUI 4.v PM M.• !L� b Monism tmQ.'GW OII M iMN Sitlir STA 165+00 TO STA 167+50 RIGHT . ide mires iate was Flied Directive No. 005 Page 4 400.025.010.005 :0 i J 5 1 I -,,‘,-, p ' ,, i 7 _ L 166 2 ~~'� /0/R10 WINEAO 2 2 Z'•-::::_=.-= : :en^.-_- .._.__- _ _ ♦ __,�..._._._......... 1 _,:::�- : ..i Z _ • .... .�.!• - _.__..- ;SGT ....._....__.._....._ .. .._.. ; 1. STATIONS SHOWN ARE FOR A PEIBDIOINWt OFFSET FRON ROAD CENIEN5NE TO WALL 0 5 10 20 10 9TTd01NE REFER TO 5-3 FEN WALL WTMINIE OEEM1101. (F IN FFFT 2 xO INCICA1ES PRE 6 REFER TO SCHEDULE CN 0 -1 FOR PRE 512E *0 SHAFT WANEIFA. D. RE 510I11 MERE A5SWJED FCR DESIGN. ACNAL EWE TO BE DETERMINED BY CQITRACTOI �ACIRC 17 SPACES AT 241-0' . 400'-0' SUB.ELT TO REWBE50415 SNOYN ON S-1. 2 DP 2$51T A ..._.......__' "_._- ..._..»...._ . - OD' .OBIT (FP) I _.........__""_...__.....__...._...._......__ _ -- - --- - -- _.._...__._._._......__._...... _ A II I SNOTCETE n n „ ^ _________ _ - I -- -- - - -- _ _. OA Flied Directive No. 005 Page 4 400.025.010.005 :0 i J a q P ZJBLIC' WORKS DEPT_ •ENGLVEERUIG +STREETS +wkTER•SEIIER•BunrnNG• yy � moo„ y,r , ,.�,..,r.. O+Y �oaL MOW �w� FEOEBAL AID PROJECT NOS: STPFS1W. - OD99(077) (PUS E 2) d NIP -SWIJL OO99(103) (PWSE 3) TUKWILA INTERNATIONAL BLVD BID DOCUMENTS s -ta 27 iuo wor WALL PLAN AND WALL ELEVATION STA 167 +50 TO STA 170 +00 RIGHT HE DIIO ®I �iCGOI K M 1pM �dLy mare nr., we uzooe /NOTES: I. 51901015 WW1 ARE FOR A P0 NPQIg .UR OFFSET 00011 ROAD CEMERUNE TO MALL 00100.111E WEI TO 5-3 FEN MAIL ROi01NE IERNDON. 2. 0 MOTES PEE REFER TO 5QIEDUIE 04 0 -1 FOR FRE 009 AND SHAFT DIAMETER. L BYE 540444 MME ASSURED FOR DE901. ACNAL OBE 1O BE 0EIFAYNED BY IXO4IRACIOR SIB.ECT TO IEQARE90815 SHOWN ON 5-1. • r'1 jg s i .tom 1 WALL 2 PLAN 0 5 i ao 30 \ CGAt F IN DP JONT S'AONG 0101QE1E FASQA PANEL, AMINE em 0E11 F1 10 SPACES AT 24' -0-247 172: - o _ c1&RANCE TO 004 1FAD P01ER x 17-0' SPACES •2!-0' . 4e-re 8 SPACES • 21.d - 2144-0' 0011101011595111 BARRER AND 10P OF FASOA Nuee. TOP Cr SQEIEA99 8205IIN0 (ROAN AT FACE OF MALL 160 J010 114500' SODFFI RTES ELEV 157.00' E1EY 15657 SOUSES PIES .L', 10 EEY 5500 010ER RTES 150 /7" f`V 111107 Mr,? CALL 2 DAYS BEFORE YOU DIG 14300-424-5555: 1E SPACING 24 SPACES • 6'-0' 144' -0 �FY 5007 me pus 0,0 a ij 11 FY 10057 SOWER PLES @ TO ?1 WALL 2 ELEVATION SCALE 1ERT 1' =5' FWLZ I' -19 3 SPACES AT e-7' 0 .7e'-0' 1105 IIR PUBLIC WORKS DEPT_ • SNGTNSSRTNG •STRSETS0117BR•SSIIBR•BUB.DING• esna fiii k m Y N• IW S 91 .. • 1/01 0rv7 Effigc:,WF /OT .r -r — ,IL L.., 0 0707 r M*yr RIM MILD.. hl moa t7 -c1 ( -0' BID DOCUMENTS e SPACES • I'-0' = 48.-0' 4 3/4 40 SPACES • 7 -0' - 247 -0' 0 FEDERAL MD PROJECT NOS: STPF-STPUL-0039(077) (PHASE 2) 5 HIP- S1PUL-0099(103) (PHASE 3) TUKWILA INTERNATIONAL BLVD WALL PLAN AND WALL ELEVATION STA 170 +00 TO STA 172 +50 RIGHT 500016 PIE sPAQNG� S -19 GI7 ■ IS F0 ol.Mmow Lt■ Enna Flied Directive No. 005 Page 8 400.025.010.005 NOTES: 1. STATIONS 91010 ARE FOR A PERPEICICULAR OFFSET FRCP ROAD a155025 TO MALL MOROWE. REFER TO 5-3 FOR WALL LEROINE DEFINES. 2. O INDICATES PIE/,REFER TO SCHEDULE ON 5-I FOfl P0E 97E AND SOFT C1AIE1ER 3. IDE 9401X1 MERE ASSUNE 7 FOR 5EOGN. ACTUAL BYE TO BE OE1EREINED BY COIOIACTO1 SJSECT 10 REOIAELBII0 910YN ON S-1. a..._. _._......_..._._..... _.__. n SPACING I FJP JONT 9*0TOE1E FASCIA PANE, /DORM OD ITEM F_�� CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 6 190 rn th wI--------- __-- .__ —__ w Q 9 SPAS AT 24-V =215-0' WACt2 PLAN -..._ 0 3 10 20 355FIN P507 30 SEE � T� ) DETAILS TOP OF 90LTENJE AY 10 TRAFFC BARR R BOTON 11T TRAFFIC BARRER AND 1CP OF FASTJA PAWL 190 .1.6..9. =17SOO' 005940 IRUK7 A ACE OF PAIL u E154 135.0. SODER J IJ� 1 flty 1365V sun PIES @z 1O ® a SPNES AT (-a• - 240•--0' WALL 2 ELEVATION WALE NEAT t'AS NOW 1' -14 7 -9' 24 ??S Q ©3 160 FEDERAL AID PROJECT NOS: SIPF- SIPUL-0059(075) (PWSE 2) 6 HLPS1PI1,0099(103) (P15913) TUKWILA INTERNATIONAL BLVD P U113 WORKS DEPT_ • ENGINEERING• STREErS•I{ATER•SETFBR•B17ILDING• doped theli 2Ni aE P91 tir 641 o 6vF Nn �6 6/01 6/07 5/01 6/AT Effanaft j nf• BID DOCUMENTS WALL PLAN AND WALL ELEVATION STA 172 +50 TO STA 174 +52.38 RIGHT m date PIE 0903901 meECTIO1 S -20] 27 6k w 163 •a wale As 961N ills 3/0005 Filed Directive No. 005 Page 7 400.025.010.005 09- 006(bg) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 059 Sheet 1 of 1 You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Provide and install revised irrigation service connection valve box, per Field Direct #29. This is an administrative Change Order to back out the amount previously paid under the Force Account items shown on the attached spreadsheet. The provisional payment shown will be credited back against the specific FA(s) listed and the final total paid as shown below. This change will be compensated with a new line item added to Schedule B - Phase 3, Roadside Dev. There is no time impact for this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date 3� tt By Original Contract (without tax) $ 12,255,380.00/APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 591,237.741 Date 3-/0 This Change Order (without tax) $ 1,628.77 'By Contractor MoLINo Title /9/ . M O REV. CONTRACT AMOUNT $ 12,848,246.51 ✓ ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) / 51- or lG /n/14 -6-S cc: Finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 029 To: Gary Merlino Construction Date:12/1 /09 9125 10th Ave So. Project Name: Tukwila intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RW03 & RW -RW04 Attn: Curtis Nakamura Contract No.: 09-006 Work to be performed: Modify the callout for the Irrigation service connection valve box on sheet 123 to reflect the appropriate valve box configuration as shown on the attached drawing (Sht 123, Revl - dated 6/22/09). Reason for modification: The original bid sheet referenced an old callout to the City of Duvall design standards for the valve hnx. This clarification corrects the callout and provides additional information to size the box appropriately. Work under this Field Directive modification will be accomplished: o With no change to the contract price. o With no change in contract completion date. Performance of this Field Directive is authorized by all signatures below: Accepted by: J� Contractor's Rep — Name Approved by: Verified by: City Construction Inspector R24, /10 41Date Ho - Date 9 RASH GRADE CC0PACT 80001 TELESCOPING VALVE BOX NTH 100010 COVER - FLUSH WIN F015H GRADE 00181E 0E01 VALVE PPF1NE REDUtlNG VALVE SHUT 011 VIOL INSTALL N SFPERAIE VALVE OOL PER 0ETA1 THIS SHEET 0600110/ MEIER NSTALL PER 01Y OF N(WEA WA10t DEPARTMENT STANDARDS TO PRESSURE MAIN GATE VALVE BRASS NIPPLE. PANE TA OF VALVE, MOAN 4' LONG PRES9101 MAW BRASS UL60N - B0114 SALES PEA CRAW_ SUMP IRRIGATION MAN LINE 1. 4101 costa VALVE NDM. 0 *1 CONECTION TOP MAN SHALL NOT BE YORE PLY ONE VALVE PER VALVE BOX. SEAL ALL TI.REACED UNTIL 0101007111 INN Ulf .0 PRESSLNE TESTED. 301115 NTH 161.011 TAPE W MALE THREADS CLY 911 NSIAILK501 CETAL INS SHEET. MANUAL SHUT OFF VALVE NIS TYPICAL. POINT OF CONNECTION ASSEMBLY ALTS VALVE BOX 70 BE PRECAST 0.NOETE 111111 HN6ED =01C METAL UD AS I00M001RED BY Ll3TY ' VAULT, WOO. 25-TA, CR APPRIZED EQUAL 911: TO ECFYFNT. IRRIGATION LEGEND MCI. M016IfAC10ER YODEL N0. DE.C9IPTI N 6H OD A Ri06061 6 SERFS 1906 - SAL -1160 SHRUB HEAD - 6' PLASTIC POP -UP. S RADIUS AT 30 PST 1407011. ON REVUE RISER. 1q1 100 101 .RARBIRD 10 SERFS 1900 -511 -1195 SINUS PFAD - (1' 11005110 POP -UP. (a RADIUS AT 30 PSL NSTUL 01 E1006LE RISER. SSTR3 6T RNNIRO STRIP 5ERIFS 1606 -SNI -PPS SINN HEAD - 6' MS1(0 PCP -UP. 4415, (0100 AT 30 113 SIDE 9 50 STRIP NOME, INSTALL ON FLEXIBLE RISER. 123 90601010 5' 14PR 1606- SAY -PCS SILKS HEAD - 0' PLASM POP -UP. 5' RADIUS AT 30 PSI INSTALL ON FIEY6LE RISER. . _S 80)505 5' 11PR 1606- SAY -1105 SHRUB HEAD - 6' PLASTIC POP -UP. 5' RADIUS AT 30 P51 617013. ON FIEOBIE RISER El RANBRO ESP - 16110 -SS ESP- 241IC -SS (1) 18 STATON CONTROLLER (SOUTH END 618 APPROXIMATELY STA 146+56 1.1), (1) 24 STATION CONTROLLER (NORTH END Of 118 APPROXIMATELY STA 177 +6 RI) NTH STRAUSS STEEL CONDO. CASNEI AND PEDESTAL PRINCE 3 SPARE 005 (RED) RCN CONTROLLER 1NR000N EACH C01TRC. VALVE BOX, TO FIBIHEST VAAE BOY FRCP CW1R011R SEE 9GNAL PLANS FOR ELECTRICAL CONNECTION 6 YEAAERUAAC 0000 OR OR AOTCMAHIC CONTROL VALVE - SUE AS NOTED 04 PLAN 02024E1F-10 • ALL MISS WOER 100 GPM TO HAW 461410101401(1 VALVE 12024Ef -10 . POINT Of C00EC110N E4NN0045. SEE DETAILS HODS SLEET. DC FERCO 850 1 I/2' DOUBLE CHOW VALVE, O LOOM 1-401 BRASS 9(UTOE1' VALVE pO BUCKNER (644- IBC-10 1' BRASS QUICK COUPLER VALVE W1N 110010 NNW COVER. INSTAL. PER OETAL INSTALL ONE AT DOUBLE CHECK VALVE ASSUME,, 0111 AS NOTED OH PANS © PRESSURE REDUCING VALVE 10 0 team 1 I/2. 010+1M YEIER — — — PVC 501 40, 101100101 MAIN LNE - 24' 101 COVER PVC 534 40 LATERAL SUPPLY LIE- I6' UN. COVER - SCE 15 NOTED. SIfA1110 PVC SCFEDU0 40 SIZE TWEE INSERT PIPE DLL NISI GRADE �IllIwAAAAnn� BRIE: INSTALL ASSEMBLY N ACCORDANCE W114 CITY OF TLKWGA WATER DEPARTMENT STANDARDS. SEE PANT Of CONECTIN ASSEMBLY. DRS SHEET DETAIL DOUBLE CHECK VALVE ASSEMBLY NTS AUTOMATIC CONTROL VALVE NTS 14010E BOX PVC BALL VALVE, THREADED ENDS 512E TO 'LATCH PIPE AUTOMATIC CONTROL VALVE, NTH BATBAY OPEOAIED ACTUATOR, WERE NOTED EN PLANS PVC NIPPLE, DIA. OF VALVE - 1M. 4' LOW SOLO++ BO MINCER (NTH) 500DLRE 60 MOH - TYP. ROffL INSTALL WIE BUNDLE BELOW PPE f PVC LATERAL UIE 4' ilk PEA CRAW_ 86010( SoPPOR75; 11P. EACH arLNER PVC 900 ELBOW PVC PIPE - KNEADED SCH 80, 0111111E LENGTH AS REQ. PVC PRE59NE IAN PVC KRREADED ELBOW 0VMS 105 1' NEICA1E5 VALVE / INDICATES APPROX. GPM NDICAIES VALVE 9TE COPPER 1000E SIRE ON ALL NR1001WN MMES TYPICAL MOON 17 -6RAP AT 10' OC IRRIGATION MAINU E, SOLE AS 001(01ID OH PUN WE BINDLE, SUM ALL W1XE WERE DOE IS NO 00CA16N PPE AVAILABLE CONTROL WIRE BUNDLE INSTALLATION NHS u 0 o- F v PUBLIC WORKS DEPT_ 614 • ENGINEERING •STREETS•WATER•SEI1ER•BUILDING• �Y •L.• by n t t KpG IaRti 090111E w I7. Wpm 50 61L AIDRWECT MID$:Sil1SIPIL•Df99(011) (PHASE 2) 1 HPSITIA.-0DB8(13) V 0M 3) TUKWILA INTERNATIONAL BLVD Ap,/IRk40 1EmN1680 YAi¢6W1 " ' L66"m BID DOCUMENT 123 139 404 w oa/ro RD66C6 IRRIGATION SCHEDULE AND DETAILS De no 11 IMNka 10 ale team Ma 04/2606 • 09- 006(bf) III Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 058 Sheet 1 of 1 DATE: 01/12/11 BUDGET NO.: PROJECT NO.: 95 -RWO3 CONTRACT NO.: 09 -006 C be PROJECT NAME: Tukwila International Boulevard Phase 2 &3 TO: Gary Merlino Construction Attn: Curtis Nakamura, PM You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Horne Office Overhead rates for approval in advance of all Change Orders. CHANGE: Extend fill limit from contracted restoration and provide drainage at Sta 154 +00 LT and Sta 177 +00 RT, per FD #79 details. This is an administrative Change Order to back out the amount previously paid under the Force Account items shown on the attached spreadsheet. The provisional payment shown will be credited back against the specific FA(s) listed and the final total paid as shown below. This change will be compensated with a new line item added to Schedule A, Phase 2 — Roadside Development. There is no time impact for this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date 3�3i 1 Contractor /v/62-" "'0 C 'sr• By (MVt Title PA- M()P Original Contract (without tax) $ 12,255,380.00' APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 588,391.911 Date 3-10' `l This Change Order (without tax) $ 2,845.83/ By REV. CONTRACT AMOUNT $ 12,846,617.74 ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) l SI o f 02 a-16/N446 -S cc: Finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 79 To: Gary Merlino Construction Date:7 /1/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RWO3 & RW -RW04 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Clean up and restore on -site staging areas at 154 +00 LT and 177 +00 RT and provide additional fill and drainage as shown on the attached Exhibits. Work includes contract restoration and extra property restoration. In general, extended fill limits are considered extra work while general site grading and removal of construction debris from these work zones is part of the original project scope and not paid as extra. Effort to provide final drainage features following grading and cleanup is considered extra property restoration. Reason for modification: Insufficient grading information was shown in the plans to provide positive drainage and to capture the proposed project features with sufficient protective fill. At the 130th intersection the traffic signal and service cabinets were left exposed with a steep backslope which could potentially erode and undermine the foundations. Additional fill will protect these features from future damage and help secure them on the slope. Work under this Field Directive modification will be accomplished: ❑ With work to start immediately and change to the contract price tracked by Force Account and charged to Minor Change: Phase 2 /Phase 3 — Roadway (177 +00/154 +00 respectivley) ❑ With change in contract completion date evaluated against Time Impact Analysis. Performance of this Field Directive is authorized by all signatures below: Accepted by: (..4,47,A) Approved by: Verified by: Contractor's Rep — Name Datte 313111 City Construction Engineer Date City Construction Inspector Date 111 22 aTi • 09- 006(be) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 057 Sheet 1 of 1 You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Remove and replace defective median curb at approximate Sta 153 +25 to 154 +25. Recast curb to smooth out dip in roadway and match both ends of removal limits. Additional HMA prelevel is required per attached Field Directive #88. This is an administrative Change Order to back out the amount previously paid under the Force Account items shown on the attached spreadsheet. The provisional payment shown will be credited back against the specific FA(s) listed and the final total paid as shown below. This change will be compensated with a new line item added to Schedule B, Phase 3, Roadway. There is no time impact for this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date yyt i Contractor /1 w'o c.os r. By l �fi Title /o3. ,4,i . Original Contract (without tax) $ 12,255,380.00 /APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 587,153.53/ Date 3- i0 -I This Change Order (without tax) $ 1,238.38/ By REV. CONTRACT AMOUNT $ 12,843,771.91 • bad AI / I ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) / Sf o T a2 a_l6 /IUA -cS cc: Finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 88 To: Gary Merlino Construction Date:7 /14/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2&3 Seattle WA 98108 Project No.: 95 -RW03 & RW -RW04 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Remove and replace approx 100' of defective median curb in the area shown on the attached Exhibit. Bring the final curb to constant grade across this prelevel area to match the curb at both ends of the removal limits. Provide additional prelevel in this area to smooth the road surface after the curb is replaced. Reason for modification: The curb placement subcontractor provided inadequate review time to check their layout prior to placement of the curb in this area. A 24 hour review period is specified in the contract (see SP -143, section 8- 04.3(1)). The curb was placed at a neat line vertical offset from the existing pavement without regard to smoothing of the curb. Work under this Field Directive modification will be accomplished: ❑ With work to start immediately following agreement on a cost sharing method for the revision. Negotiations to be complete by Friday July 16, 2010. Payment for the additional prelevel will be covered by unit price quantities and detailed in a separate Directive. o With no change in the contract completion date. Performance of this Field Directive is authorized by all signatures below: .J - `" '` Accepted b y: Approved by: Verified by: Contractor's Rep — Name /91-0.-3- ,v 1 (>41-..- 4, rip r. 3/3 7l/ City Construction Engineer Date City Construction Inspector Date • • N 133HS VlS 2N11 1-101V11 0 GNI r i • ' ; -" 1 • !!lij. 7•"!::;' SCALE IN FEET I 1 a : i • ; ; ; ; VitmlififikM1916 09- 006(bd) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 056 Sheet 1 of 1 DATE: 01/11/10 BUDGET NO.: PROJECT NO.: 95 -RWO3 CONTRACT NO.: 09 -006 C bct-j PROJECT NAME: Tukwila International Boulevard Phase 2 &3 TO: Gary Merlino Construction Attn: Curtis Nakamura, PM You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Modify tree pits at south end of phase III (north end of Phase I) per Field Directive #63. Repair irrigation system in front of Evergreen Food Services and connect to Phase I system. Provide plants equivalent to deletions from other areas of the project per details on Field Directive #63A. This is an administrative Change Order to back out the amount previously paid under the Force Account items shown on the attached spreadsheet. The provisional payment shown will be credited back against the specific FA(s) listed and the final total paid as shown below. This change will be compensated with a new line item added to Schedule B, Phases 3, Roadside Development. There is no time impact for this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date YZ/11 Contractor /h64.t. &IO (o,•1s n. By { ` Title to. /1168 . Original Contract (without tax) $ 12,255,380.00 APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 581,033.24 ' Date 3-104 This Change Order (without tax) $ 6,120.291 By REV. CONTRACT AMOUNT $ 12,842,533.53' ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) /57L o 16/TVA-e---S cc: Finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 63A To: Gary Merlino Construction Date:7 /21/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RWO3 & RW -RWO4 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Perform the south east end irrigation system extension (from Phase 1) and basic restoration (topsoil and mulch) per the revised plan sheets attached. Also repair damage to existing landscaping in this area caused by follow up construction activity after initial plantings were established. Provide plants equivalent to those deleted in other areas of the project (primarily the double driveway and new driveway approach areas) for possible install by the property owner. Coordinate tie -in to the Phase 1 irrigation system with City of Tukwila maintenance personnel through Harris Inspector. Reason for modification: Multiple tie -in and restoration items were not well defined in the contract including restoration of the ROW behind the new sidewalk in front of the Food Service business. This modification will cover the additional cost to make basic restoration and extend the irrigation system to this area. Work under this Field Directive modification will be accomplished: ❑ With work to start immediately and change to the contract price to be compensated by Force Account: Property Restoration — Phase 3, Roadside Development. ❑ With no change in contract completion date. Performance of this Field Directive is authorized by all signatures below: r-Vo Accepted by: l Contractor's Rep — Name ft Approved by: Verified by: St/A City Construction Engineer Date City Construction Inspector Date 1'46 147 0 TUKWILA INTERNATIONAL BOULEVARD ,< • 'S • ❑ \L e eee Of a Athairlg 0 6 10 20 A0 60 • SCALE IN FEFT CONSTRUCTION NOTES O1 SPACE ❑6C0NDCOVER EVENLY TO FILL AREA AS INDICA1E0. INSTALL 6• TOPSOL AN0 Y 81101 1NIS AREA. TIP. PLANT SriBOL. PLANT 0UANIITY SEE SHEET 111 FOR PLANT SCHEDULE, GENERAL NOTES AND DETAILS SLAT OF WASHINGTON .GI TEIIED aANDS.•PE ARZNITECT CFAI�PiCEaIESW.))a P UBI,I C WORKS DEP T _ • ENGINEERING • STREETS• WATER• SEWER•BUILDING• iii• • Po6 by dale Kp� ms+n.oa mn w �r gamma FEDERAL ND PROJECT NOS: STPF- SIPUL- 0099(011) (PHASE 2) 0 NN-S7PUL -0099(103) (PHASE 3) TUKINILA INTERNATIONAL BLVD 0 RENSEO LANOSCAPMG / dmg P m� BID DOCUMENT IN 99 deeded nn ova) 139 PI. 60O6/DB LANDSCAPE PLAN STA 146 +00 TO STA 149 +00 N� MemDZ39rN136 6dd bk m m �- dale revisions . seek date 06 /2006 I lirmilidiMr9ill We 6440 LOt 13368 00 +681 VIS 3611 601+6 1 O o 66 13368 00 +661 o rn o 1- z W o2 m U 0 laq 8 g g g 9 6 8 e PLANT SCHEDULE • GENERAL LANDSCAPE NOTES G5 88 XS i g8- eg $ DS; d30 g € .um 5 nrewou Ec 3 LAg 8 LANDSCAPE SCHEDULE F M v 0 0 88 8 S 8 C 0 d z 4 4 8 B6B OR CONT.. FULL B&B OR CONT., FULL I gip,( z Y FULL & BUSHY 24' -76' OC. TRI. SP. TIP. L 2/' -76 O.C. TRL SP. YR.]) 5 )888888080x$ )g 5 d es t. e; 0 5 ei a ei 0 ei 0 e; 0 6 0 e; g e; 0 e; 0 8 n y N < g m 'ia' g3 ( " 0 E to to to to to 2 GAL CONT. 8 0 FAGUS S'VATICA'FASIIUATA'/ DAYYYCK FASTIGIATE BEECH EUONYMUS JAPONICUS 'MONESS'/ SILVER PRINCESS BOXLEAF EUONYMUS SPIRAEA X BUMALDA 'CCLDFLAME'/ COLDFLAME SYIREA 1 E z EUONYMUS ALAIUS'COMPACTA'/ YANCED BURNING BUSH ABEUA X 'ROSE CREEL('/ PINK ABEUA _. 4 m 1 a BERBER'S THUNBERGII 'CRIMSON PYGMY/ CRIMSON PYGMY DWARF JAPANESE BARBERRY MAHONIA REPENS/ CREEPING MAHONIA 0 pi ARCTOSTAPHNtOS UVA -URU/ KINNIKINNICK 7 3 P 9 8 ROSA X 'BLOSSOM BLANKET/ BLOSSOM BLANKET ROSE M° i m ' s o $ . W 11 N ti 3 .9 I G $ 3 ; a F s x S w° ,, v. s s w F g ° w G u u S 8 R V u R a a a a w W W eeee® e e o e �, S rig %IOE [II 8 ®IE®® g 111 8 R5 V :a, 9 g GENERAL LANDSCAPE NOTES G5 88 XS i g8- eg $ DS; d30 g € .um 5 nrewou Ec 3 LAg 8 LANDSCAPE SCHEDULE F M v 0 0 88 8 S 8 C 0 d ` -1 iiiPaillihM19111 .:viii Adr:a 00113314S 00 +661 010 3Nf1 H010 SPRAY IRRIGATION LEGEND S A 8 8 RAINBIRD 8 SERIES 01 RAINBIRD STRIP SERIES 6H CO .• 0 a a • v z Wow H W ,p4( 0 .r = oz uj F 0 W 0 = z WOw z C7 (7 ZAJI a WE y • 11 133HS 00 +1751 1115 an HOMY Lit 133HS 001.661 tl1S 3N11 HO1VW SPRAY IRRIGATION LEG CONSTRUCTION NOTES d 1606 - SAID -PRS 2 RAINIRRO 8 SERIES ID 0 a a a J U. c.,1 o z w o N W h s K W y W z O W wFW f9 R' 0 0 N Q- Q J 1- w z0 OF_ Q 0 :7 0 ix m ix Y- 1n z 2 W G M LG � 0 0 0 A CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 63 To: Gary Merlino Construction Date:5 /3/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RWO3 & RW -RWO4 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Provide a firm price to modify the south east end restoration and landscaping per the revised plan sheets attached. Include costs to modify tree pits (work already completed on FA), connect to /extend existing irrigation system from Phase 1, and installing replacement plants behind the sidewalk for those removed from along the Evergreen Food Service buildings frontage. Also repair damage to existing landscaping in this area caused by follow up construction activity after initial plantings were established.. Reason for modification: Multiple tie -in and restoration items were not well defined in the contract including preservation or removal of existing trees from Phase 1, curb transitions between the two phases and their impact on these tree pits, and restoration of property boundaries behind the new sidewalk. This modification will cover the additional cost to make the requested restoration. Work under this Field Directive modification w I be accomplished: ❑ For a lump sum increase /decrease of 2-- to the contract price. ❑ With no change in contract completion date. -0 �T 2aL p1 A -N - Performance of this Field Direective is authorized by all signatures below: Contractor's Rep — Name ra q Accepted by: Approved by: Verified by: City Construction Engineer Date City Construction Inspector Date GENERAL CONSTRUCTION NOTES (SHEETS 28 TO 60 EVEN) 1. CONSTRUCT CEMENT CCN04EIE CURB, GUTTER ENO 500146 N PER T0PICA1 SECTIONS, SHEET 4. 2. OVERLAY ROAD FER TIPICM. =MRS 91EET 4. 3. CYM R17 PO4WR UNES ARE NOT NFCESSAFRY SHOWN. MIME MERE CAUTION ICBM MERINO M PRO0MITT 70 ABM P0PY01 LINES 4. SEE MAMMY ER090N Alm SEDDIENTAR011 CONTROL (IESC) DEUILS AND NOTES, SHEET I. 5. FOR CONSTRUCTION STMJNS SEE SHEET 10. 6. FOR TREATMENT OF D358410 STRUCTURES 0110 OBSTRUCTIONS. SEE SEE PREPARATION P1WS, SHEETS 11 TO 26, AN0 27. 7. 1NS1HE ST004 DRAINAGE STRUCTURES AND PIPES PER P14014105, SHEETS 29 TO 59, W0, NO 61. 6, CONSTRUCT CATCH 0A511 %%OIRD AT ALL STORM DRAM WHETS ADJACENT 10 CURBS PER COT STANDARD PLAN R5-27. 9. FOR WAILR, SE WALL PUNS ANTI DUALS, SHEETS 51 TO 527. 10. FOR CHAMNE02ATIG4- SEE OIAMIETIZARCN ANO 405011 PLANS AND DUALS. MEETS 65-72. 11. FOR LLUIONA1ON 535101, SEE BLi18DUl1ON PUNS AND DETA25, SHEETS 73 TO 90. 12 FOR SIGNALS, 571 0GNAE PUNS MID DETARS, SHEETS 91 TO 96. 13. FOR PLASM SCHEDULE AND DETAILS, SEE UNOSCMMG PLANS AN0 0E1AL5, SHEETS 99 TO 111. 44. FOR 906CARON SYSTEM NSfA1A11011, SEE IRRIGATION PLANS AND DUALS. SHEETS 112 TO 121 15. E1001M01ELECCMMUMCAROHS 01781IE5 TO DE CONVERTED TO 1MDER490110 UN1£SS OTHER4WSE NOTED ON THE PLANS. CONTRACTOR TO PROVIDE 1010091NG. ESCN /8115, BmOING, 04STAlU1OR, BAOURT. ARO TESIORADON FOR BOTH 160NJRIM AND THE JOINT CONCAST, COMCAST/1FI5, AND CITY OF 116(111U TRENCH. SEE J0141- UTILITY TRENCH PLAITS AND DETAILS, SHEETS 125 TO 136. 16. FOR 01111111 PONE INFORMATION, SEE STE PREPARATION PLANS SLEET5 11 -27, JOINT -ORUTY 111011GR PLANS SHEETS 125 TO 936 AND 118 P6283 POLE SPREADSHEET TN APP00IX F OF SPECIFICATIONS 17. SEE APPEIWO A OF THE SPELBICARCNS FOR STANOARO PLANS 14165 DETAILS, INCLUDING THE CITY OF TURAU ROAD STANDARD WING DUNES 18, ALL RELOCATED SIGNS TO NAYS NEW POSTS AND POST BASES STORMWATER NOTES 0 SEE PROFILE NOT SHEET. 28 139 (de 110 8075)426 x016 AS %TONI �dElc 06 /2006 oAN CONSTRUCTION NOTES 0 MEN 005160. 02 GRND BUTT JOMT PER OETML. SHEET B. 0 EDGE GRIND AT E 01046 GUTTER PAN. SEE DE4AB, 0RET 8. Q U19111 POLE TO BE RENO\ID/i9LOCATED BT TIMERS CONTRACTOR 70 COORDINATE Y410 0I11.111 FOR SEOREXONG OF POLE RELOCATIONS NTU054 AND MST ALL BACK OF SIDEWAU( 1404909AN PER OETAB, SHEET 7. ▪ ADJUST CATCH BASIN ID GRADE ▪ EDRFa91 AND MSTAU. QIANOUT PER G0T STAMDA80 PLAN 55-03. 31 R040VE AN0 PRESERVE TREE RAMIE DUIONG ROADWAY 001101 101041 ACTIVITIES. F0LL011710 CURB PLACEMENT. REINSTALL PAYERS AROIN0 TREE TO 4AT01 55EWAII( GRADE TRW PAMIRS ADJACENT TO M1RA AS NECESSARY TO Fli. SIGN SCHEDULE sGH NO. STATION OFFSET 00001995101 eg MARKS SI 146476 42.3 I1 R9-3 'NO PARNING' 12' x TB KNOW 02 149 +06 40.1' L7 02 -1 'SPEED ma 40 MPH' 24' x 36'70 REMAIN 53 149 +43 34.0 LT R2 -1 'SPEED UMTT 45' 24' 0'36' RELOCATE 04 148+30 41.6' In 140 PAR6NC ON WALKWAY REAOVF S5 147 +73 0.4' LT 'CENTER USE/ 91LT ONLY 9' A 301TO REAMS 0 5 10 20 40 60 551410 IN FEET CALL 2 DAYS BEFORE YOU DIG 1. 800.424 -5555 10141040)11510 6001614 ONO 10113 )1' WEE PAVERS no 44 051 FEDERAL ND PROJECT NOS: 01W -0TPUL -0099(077) (PHASE 2) 8 HLP -51P1-0)99003) (PRASE 3) TUKWILA INTERNATIONAL BLVD PLAN STA 146 +00 TO STA 149 +00 BID DOCUMENT KPG ID0ama 11116a,W SO:R101114 w00 MI MAC NmAM9180 •0100 Mama 6)05111 dn,5 abetted rol 0 IwI di' Da Ilk ¢o 67 8) 6Jf date 09/09 D6 /O9 06/Aa 06/09 P UBLIC WORKS DEPT_ • ENGINEERING• STREETS•WATER• abn,R•BUILDING • 0 40 147 1 TUKWILA INTERNATIONAL BOULEVARD CO — MT:n‘ `..0'..7r#V1PV..flier•7%;*■■,,V Ar."4.4 AA` CONSTRUCTION NOTES 0510 20 40 00 521ELEEEI SPACE cROUNDCOVER EwNur TO nu. AREA AS PAOCATED. INSTALL 0 TCPSOL ATC 10001 1020 ARTA. TIP. PLAN1511480l. PLANT CPJANNTY SEE SHEET 111 FOR PLANT SCHEDULE, GENERAL NOTES AND DETAILS frrAir OF vr■911.1.cf1 REC■STFRFO waSCOSAACHITICT dOPEPEtrt. U1231,IC TIT 0 _F?IC.S .1:)_E'F' T. • ENGINEERING STREETS 452ATER SEWER • BUILDING • 0a1 dt22.2 PW4OOJOO arm Po0 00� decked 00006/F PM al K2 C2/03 TT./ CI fidit BO IKPG TO01.012 Ps/1151. 1117 lantMAIR102 (64074,0 DID DOCUMENT rDLo0 PRELFECT HOS: 5172.S1PUL-0099(077) (PHASE Z) S HLP-S1711-0099(103) (PHASE 3) TUKWILA INTERNATIONAL BLVD LANDSCAPE PLAN STA 146+00 TO STA 149+00 99 s 139, u CA, v v v© m • ,7 1 • Ala Ar. .416 i Alb. 4 .� . I .� 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES 0 SPACE CROUNDCOYTR EWNLY TO ILL AREA AS INDICATED. INSTALL 6' TOPSOIL MO 2' Ie1AQ1 TINS AREA. TIP. PLANT SYMBOL - PLANT WANTITT SEE SHEET 111 FOR PLANT SCHEDULE, GENERAL NOTES AND DETAILS • STATE GE WASNWETON REGIS E a s(osur&NKmRR s*' PUBLIC WORKS DEPT. • ENGINEERING•STREETS •WATER• SEWER • BIXLDING • • ac06 • ~ E7 dsk KysiQ. - rsm�p n +T�a r„N �usu IET°°°I mom, FEDERAL NO PROJECT NOS: S7PF -0t tL-0099(077)(P1LASE 2( & HIPSTPSL-0090(103( (PHASE 3) TUKWILA INTERNATIONAL BLVD 1 t /ID flEN IIR SED DSCAPMG / dm ed dnn ""� P101 woo BID DOCUMENT 100' 0yeded ND06�06 N-0CSAa 139 0n164 LANDSCAPE PLAN STA 149 +00 TO STA 154 +00 me D60112PN176 °16) il` ce0e AS DORI 5eld bL so 60 dole 116.9011 dale O6je00E GENERAL LANDSCAPE NOTES 1. ALL PUNT MATER115 SHALL MEET THE AMEOICAN STANDARDS FCR NURSERY 5TOCK, ANSI 280.1 -1990 OR MOST CURRENT VER5101. 2. PUNT, 8AD11AIN AND WARRANTY AS PER SPECIAL PR04130NS 3. 00 NOT SUBSTITUTE SPECIES 881HWT THE APPROVAL OF 111E ENGINEER. 4. ALL SHRUBS ANO ORWN000ER AREAS SHAH RE0EVE 6' 10'011 11PE A, AND 2' OF BARK 111.3.015 ALL SE1:CE0 AREAS 70 RE01VE 2' OF 10P52L TYPE A, UNLESS 01NERW5E NOTED. 5. NIOR09ED ALL AREAS 1SRIRBEC BY WALL 0545000/014 UNLES5 01580815E 940W1 1 114E PUNS 112 BE IMPROVED OR RESTORED 44155 LANDSCAPING. NO TOPSOIL REWIRED, PREVAILING TLHD - MUIR 1. TREE PIT SHALL NOT BE LESS THAN (2) TIRES ROOT BALL DIAMETER 2. WT ALL TIES AND 1ID BAD1 BURLAP PROM UPPER 1/3 OF 8007 BAIL �TREE STAKE ROOSBAIL N1RUNK TREE STARE 0601 o g3 s EE 11558. 5PEOM04, 14EV97 WT WHAM. /FADER INIEM.000510 PLASTIC TES, TIE AT 2/3 TREE HEIGHT. D0 NOT 0ERR08105 2'1 WOW SIAM ROOT FLARE 91871 BE LOCATED ABM GROUND UNE 2' MM. REP AWAT FROM TREE 1131406 WNC SOENA04< 10PSUl EWE A SCAFBF55 908 & 807708 OF PLANTING PR TO ALLOW FOR ROOT PENETRATOR RE00MPACT 047968AOE 3. REMOVE ALL PLA5150, 11859 AND CURE BASKETS. TO PREV941 SETRJN0 TYPICAL TREE PLANTING DETAIL NT5 MOW BURLAP & 18150 Off LDP 1/3 OF 80016411 214891 QUDE '+ ' TOP501 Tt86 A RECOMPACT SUBGRADE BELOW ROOT BALL TO ENSURE THAT ROOT FLARE W.LL NOT 58715E BELOW GROUND UNE MGM 9085 & 8000060 OF PLA14105 TO ALLOW FOR R007 PENETRA71051 SHRUBIGROUNDCOVER PLANTING DETAIL N15 PLANT SCHEDULE SYMBOL BOTANICAL NAME/ COMMON NAME OTY SIZE REMARKS O EMSTNG TREES TO PRESERVE • 08 TREES O O 71 ACER RUBRIaI 'BOAHALL'/ BOWHALL MAPLE 16 2. CAL 12 -14' Hi. B88, WELL BRANCHED 12 OUDIWS ROBUR 'FAST10A7A'/ 5NYR0C70Ei OAK a f- CAL if -1 B39, KU. BRANCHED n FACUS MVATICA 'FASTOA7A'/ OAWICK FASTIGIATE BEE01 58 2 V1 V -1 HT. 888, WELL BRANCHED T4 2E11(OVA 581415878 1455A5119I/ MUSASF9N0 2F31f0VA 41 2' CAL 1Y -10 HT. 888, WELL BRANCHED T5 ACM1 RUBRUM 'BOWHALL'/ EMAIL MAPLE 3 3, �- 14 -10 HE B88, WEIL BRANCHED OUENOUS ROBUA '14512ATA'/ SR1ROOIET OAK 2 ck Y 16' 14' -76' NT. BIB, 591 BRANCHED T7 PSEUDOTSUCA 881415891/ DOUGLAS FIR 5 8' -10 HT. BBB, Wr11 BRANCHED SHRUBS - ® MEVIN/SMALL ® ED ® Q CD O 0 0 • 51 EU091E05 JAPOLOCU5 'LIONESS/ SUER PRINCESS BOXLEA35 EUONYNUS 73 15' -18' HT. 888 OR CWT, FULL ST SPIRAEA X 8UMALDA 'C5DFLAME/ 60800188E SPIREA 16 2 CAL CUNT. PULL & BUSHY S3 051145 H 561000/ WHITE ROCKR05E 77 2 CAL 0047. FULL & BUSHY 54 EUWYMU5 FLATUS 'CWPACTA'/ WINGED BURNING BUSH C 15' -18' NT. BBB OR CWT., FULL 55 A52JA X 'ROSE /REEL'/ PINK ABEIA 30 15' -18' WE 818 OR CONT.. FULL S7 4814148 00JESTICA '51REP04E10/ FIREPOWER HEAVENLY BAMBOO 57 15" -10 HT. 888 OR CWT, FULL 210 BENBEU5 THUNBEA01'OR815W PYGMY/ CRIMSON PYGMY DWARF JAPANESE BARBERRY 83 15' -18' HE BBB OR CWT, FULL 511 MAHONIA REPEALS/ CREEPING MAHWU 86 1 CAL CONT FULL & BUSHY 512 P01EN101A 041170054 'SUN5EY/ SUNSET P01EN1RlA 125 2 CAL CWT. FULL & 814917 'Y,.'1'1 20 -36' 0.0 1F1. 5P. TIP. OROLMDCOVFR \\\ •:k GI ARCT05TAPHILOS 0VA -UR9/ KINN110410< 3,440 1 GAL CWT. 02 C010NEA51ER CANNER 8106400/ BEARB0RRY CDT07QA5T101 1,640 655 1 CAL CONE 1 CAL CWT. 24' -3 In 5P. TIP` 30 0.C. 1W. 5P. TV. 63 ROSA K 'BLOSSOM BLANKET/ BLOSSOM BLANKET ROSE (BASSES #11V ® ©. ---- ® G4 CAREX WCNAt48N11/ FOX RED CURLY SIDLE 105 1 CAL 00111 24' 0.0 T0. 9'. TIP. C5 FESIUCA 0NEREA '01491 BLUE'/ ELIJAH BLUE FESCUE 905 1 GAL CWT. 18' CC 1W. 5P. TIP. G8 HELCTO1RHCH01 5EMPERI9E215/ BLUE OAT CRASS 40 1 CAI- CWT. 18' 0.0 18. SP. TYP. C7 PENNL5EI1114 ALOPECUR04505 '1A6401/0 DWARF PURITAN GRASS 290 1 GAL CWT. 24' 0.6. TM. 5P. TIP. CB P045850NM ALOPECURODE5 11010E7/ BUCK FLOWERING FOUNTAIN GRASS 370 1 CAL CWT. 58' 0.0 710. SP. T5P. G9 PAR5HENO00005 1WWSFlDATA '1970181'/ BO51054 IVY 310 1 CAL CONY" STAKED 24' 0.0 TM, SP. TIP. PE 0904105 r //. i Ea Kg ® PI COREOPS5 VERII0LLATA 'GOLDEN SHOWERS'/ GOLDEN SHOWERS COREOP25 130 1 CAL CONT. 15' 0.0 T9. 5P. TIP. P2 LAVANWLA ANCUS0007A 101418/ ENGLISH LAVENDER 285 1 CAL CUNT. 20 0.0 TRH. 5P. 1YP. P3 PEROV'1OA ATRIPUCPOUA TITRE SPIRE'/ RUSSIAN SAGE 875 1 CAL CWT. 18' 0.0 TAI. 5P. IYP. P4 SOMA X 'FROSTY MORN/ FROSTY MOM STOREONOP 120 1 CAL CONT. 18' 0.0 115. 5P. TIP. EMERGENT ® PLANTNGS fTEI E1 CAREX O8NUPTA/ SLOUGH SEDGE 345 10 W. PLUGS 15' 0.6. 115E 5P. PP. E2 00001416S PALUSTW$/ 5PSTE RU514 480 10 Cl. PLUG'S 15' CC TILL 5P. TIP. E3 WNOUS 1ENLi5/ SLENDER RUSH 535 10 C1. PLUGS 15' 0.C. 1M8. 5P. TYP. SWALE NAIVE SEED MI (7718 1 & 2) O 7,025 SP NTUROSEEDED LAWN ETJ 49900 SF (QUANTITY INCLUDES APPROX. SEEDED AREAS BENNO WALLS, PER 0101ERAL NOTE THIS SHEET) z\ z\ STATE OF umu� uiFwrtc>:r IFATSKATR n0 b P UPLI C WORKS' DLL P T. • ENGINEERING •STREETS•WATER•SEWER•BUILDING• de681ta dram 11eeked Pro116A Proi 80 416Ak1 dale 06/08 06/06 NA 06/06 NA 06/08 MCP 18 5.100.51841 1 0 16Rta6160 +r4im INrsabp vrtm E4M APE/14M OW BID DOCUMENT FEOERA1 AID PROJECT NOS S1PF- STPUL-0099(077) (PHASE 9) 8 4RP -ST?UL -0099(103) (PHASE 3) TUKWILA INTERNATIONAL BLVD LANDSCAPE SCHEDULE J { 111 139 Be 00 MINIM e NA Ale 06 /2018 / J ❑ o0 0 TUKWILA INTERNATIONAL BOULEVARD 147, 8 0 11 ry _ 8.661,.1111Y111111P 4.5 411. 4011111111C.ABITIMIE-- IL - i r 5 0 CONSTRUCTION NOTES 4 nowt 6' PVC S1FENE FOR CONTROUFR 540ES TO EAST SIDE OF ROADWAY, 1fr OEPTH MIN. INSTALL 0RICARON C0I1ROLLFR 511 RLLRAN0554 PLAN SN0T 73 AND IRRIGAMN CENTROUER 040.05200 SECTION DETAIL SHEET 124. 0 5 10 20 40 60 SCALE IN FEET SPRAY IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL ND. E3 E RA6500 5 SERIES 1806 - SAM -PCS A. • 6. RAINBIRD 8 MIES .18116 - 006 -PRS C 5 o RANBIRD 10 SEINES 1806 - 004 -PRS Al 4 0.04000 $TRIP SERIES 1806- SAM-PR$ SEE SHEETS 123 & 124 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL IRRIGATION NOTES. s4Tnniu ae wmS t." cocr Euz.•e.X emsar [FATIFIGtE M. JJa P UBLIC WORKS DEPT. • ENGINEERING •STREETS•ITATER• SEWER. MELDING • bl dedl6ed PIa dm5 000 checked NA 02556 00 P201 d2T Ida ht no dale 06/00 06/06 06/08 06/08 KPG l0etl. .I I111IaoAq Samna s•ml ;Awn* em‘IRWWO an60 ps6500 BID DOCUMENT FEDERAL AID PTAIECT NOS SIPF- SIPUL-0099(077) (PHASE 2) & H12STPUL- 0099(103),(PNASE 3) TUKWILA INTERNATIONAL BLVD IRRIGATION PLAN STA 146 +00 TO STA 149 +00 Ole no 027571035 Seale AS WWI dale 06/2006 8 0 5 Li \\I / m TUKWILA INTERNATIONAL BOULEVARD '•150 ',...151.. uF W1 VwA■•■■.'v_-4LA/IMrw�! : �tj. `i— i���A•��•.T���w���.���w ■>.= rl lTmir • '/i• . i Z. .;.P. v• I • 1 i5 �r . . r- IF 1 1A 34.5 11/0' 2.1 33.9 1L/2' CONSTRUCTION NOTES O All MINN. VMVES TO 8E LOCATED N PLANER AREAS LOCATION 910914 15 DIACRAHNATC. 0 PONT Cr COMECO 4 EQUIPMENT AND IRW0AM ME1ER. LOCATE AT 1RONT aF 90E19A161, SEE DETAILS SHEET 121 QUICK CIX1/15a, INSTALL N PLANER. 3' 0510 20 40 SCALE IN FEET SPRAY IRRIGATION LEGEND 5194840 NANUFACNRER - 14000. NO. E3 UNBIND 5 SERFS 1806- SAN -PCS RAINBIRD 8 SERBS 1808 - SAN -PBS Ca Ca 0 RAINBOW 10 SERIES 1806 - SRN -PR5 Q4 RONDO SNP MIE5 1006 -SAN -PBS 60 SEE SHEETS 123 8124 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL IRRIGATION NOTES STATE OF urosw1 u+miTecr aI0A*E,M 0OW4 (23♦IIFIe"/•1! 146 63! F' 113 WORKS DEPT. • ENGINEERING •STREETS•1TATER•SE14ER•BUILDING• designed dram eheded Proi ms 0/0) dR Bell bk by 414 PIM 06/05 PNN 06/06 NA 05/06 NO 06/06 KEG msAbenR sactrome 001136150 walrus,. Intagt Ann /0,415e75N0 INDIswm BID DOCUMENT FEDERAL A113 PROJECT NOS S1PF- STPUL- 0099(077) (PHASE 2) 8 NlP-SRU0- 0099(123) (P4t5E 3) TUKWILA INTERNATIONAL BLVD IRRIGATION PLAN STA 149 +00 TO STA 154 +00 9EM5ED /0911011 00 date 12%2003 113 139 �e 00 015429918 5e5(e AS 91041 dote 06/2008 • • 09- 006(bc) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 055 Sheet 1 of 1 / You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Carefully maneuver FO conduits from storm pipe invert conflict. Adjust 36" storm pipe invert per revised elevation. Shield conduits per XO Communications direction. Backfilled trench with 5/8" recycled concrete and CDF per FD #18 details. This is an administrative Change Order to back out the amount previously paid under the Force Account items shown on the attached spreadsheet. The provisional payment shown will be credited back against the specific FA(s) listed and the final total paid as shown below. This change will be compensated with a new line item added to Schedule A, Phases 2, Drainage. There is no time impact for this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date `3`�/lr Contractor (1162yw C(P -5f. By 6/4V01/41------Ls Title /. Iv . Original Contract (without tax) $ 12,255,380.00/APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 578,298.77/ Date .-3/o. / This Change Order (without tax) $ 2,734.47✓By AIL/ r REV. CONTRACT AMOUNT $ 12,836,413.241 ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) 57 f 0- f7 f 6 /n7,4 -(—S cc )(Finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite ##200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 18 To: Gary Merlino Construction Date :8 /11/09 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RWO3 & RW -RWO4 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Combine the following methods to resolve the grade conflict between the 36" C905 storm drain pipe and the Williams Fiber Optic Bundle at approximately 224 +60 LT. • Expose enough of the Williams conduit (approx 10' -15' either side of the conflict) to spread the conduit and push the bundle down to the design depth. • Following conduit elevation adjustment revise the 36" storm pipe invert between MH #103 and Mi-! 433 to clear the conduit by the required 2.5" and insert the Ethafoam pad called for on note #5, sheet 61. Use the conduit bundle width as the larger OD in this case. • For each 1/10th of a foot that the 36" storm drain pipe is raised above design invert, move CB #32 T south along the #33 -#32 alignment and on the same 0.5% slope to make up the depth change in the next run (#32431). • Restore the shoulder from MH #103 to the fog line with 5/8" recycled concrete backfill. Use CDF trench backfill for the remainder of the trench per RFI #38 response. • Take direction from the on -site inspector (Scott Moore) on how much of each method to use to resolve the conflict. • Note - The damaged conduit is to be repaired using aluminum or PVC compression clamp splice kits per direction from Level 3 Communications at no cost to the City or Level 3. Reason for modification: The Williams conduit bundle is within the desired clearance zone around the high flow bypass pipe. With a neat fine conflict of just over 7" it is possible that the most desirable resolution (lowering the conduit) will not be the most cost effective solution. Because of the close proximity of the pipe crossing, a 2.5" Ethafoam pad should be used to separate the utilities. Repair of the damaged conduit is required per Level 3 guidelines. Work under this Field Directive modification will be accomplished: }‘.. With work to start Immediately and determination of any change to the contract price to be by Force Account using Bid Item F3 - Resolution of Utility Conflict. Co With no change in contract completion date. ...„tracked ' sty e. *a-t mac. a.cc.aw 6�44 ,a $%i t./O' rib Ph2a3 FOM0t8-043-11- 08-Wllluna Fiber Conflict at O"tfall.doo Page oft Performance of this Field Directive is authorized by all signatures below: Accepted by: f&. 1::4/t)�: Approved by Verified by Contractors Rep — Name . t { rile onstructlon ngineer City Construction Inspector 7te Ph2113 FC4018 -08.71- 03Wlalame Fiber Conflict at DOT OWalLdoe Papa 2 oft • Date 3 24 /10 D}tl / // v Data 09- 006(bb) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 054 Sheet 1 of 1 You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Prepare pavement edges to provide edge thickness of 10 ", when combined with final 2" overlay, by adding HMA prelevel quantities. This requires the use of Petrotac along crack lane edge in • selected areas as shown in FD #57 and FD #77. This is an administrative Change Order to back out the amount previously paid under the Force Account items shown on the attached spreadsheet. The provisional payment shown will be credited back against the specific FA(s) listed and the final total paid as shown below. This change will be compensated with a new line item added to Schedule B, Phase 3, Roadway. There is no time impact for this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date `3/3/ ( Contractor / 76Q.L(No (01,51"--. By Title /?A. Original Contract (without tax) $ 12,255,380.00 ✓/APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 575,259.62/ Date 3-10-/1 This Change Order (without tax) $ 3,039.15/By REV. CONTRACT AMOUNT $ 12,833,678.77 ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) % Si-dc a 02-( 6,/1/A-6-5 cc Finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 57 To: Gary Merlin() Construction Date: 4/6/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RWO3 & RW -RWO4 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Perform preparatory work and pave out for prelevel and edge grinding north of Station 180 +00 LT as shown on the attached exhibits. In some cases the edge thickness needs to be supplemented to provide the full 10" section after the grind takes place. In other areas the prelevel section shduld be supplemented to give a 3 "-4' minimum overlap at the joint between the existing pavement edge and the ill in section next to the curb. Provide petromat at the top of the base pavement along 'the bus pull out edge crack as shown. Remove sliver of edge pavement near 124th to existing crack as. shown. Reason for modification: Edge variations along the west shoulder from 180 +00 to the tie in at 124th intersection require select edge grinding and /or prelevel to bring the pavement up to gutter line w /out excessive grade break at the shoulder or too thin of a pavement section at the edge. Work under this Field Directive modification will be accomplished: a On a unit price basis for prelevel by the ton and planning bituminous pavement per square yard for the quantities calculated by Field Note Record. For minor work associated with petromat crack suppression and extra pavement removal not covered by the unit price scope track using FA guidelines. Bill against Phase 2 - Roadway, Minor Change. a With no change in contract completion date. Performance of this Field Directive is authorized by all signatures below: Accepted by: Approved by: Verified by: Contractor's Rep — Name /c rie-cis /4 2. va.o/A, Date struction Engineer Date 7 ( 2 7 //D City Construction Inspector Date re) it- o I- Go 6 F • • —n ?h,2-(3 6u-s. mat ft:ODA v 411fi0 2- air 6 4,orst To/mi- aSTI1 - Cnt.-t i T-70/..(._. . ......... . eases) ,o Ytoidl ww co+sn trto g • • 4?)., /IS _OD fer Yrt Ait- ve4- l‘ca.t-ivs3 LAo-6 UILEr 1.6%. TAMA t4' v-Your 6P+4.0 Alto Ito ext-i-i'e,17 2'4 AT' LAILI,S 1...)1QE 10 Pef-- MAO frXASTIPJ4 Co 131) -t4t----112-2.Act4*..teus.Lgr inewt. CAkkkv•• • trstitrewtFtr- Itu4-6fr "Tta -T MO' 4r. V■4‘4144.0c114 WOE— -M.W.4-1,4*436 svr ro_Ve6 • l'f-of)050 So Wil00 CPI>6-6- 4_4AI!) trIPMS, CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 77 To: Gary Merlino Construction Date:6 /30/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RWO3 & RW -RWO4 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Perform preparatory work and pave out for prelevel and edge grinding between Station 147 +75 LT and Station 171 +00 LT as shown on the attached exhibits. The grinding will be limited to areas where the final overlay pass will not meet 1.5" minimum depth. The prelevel will be calculated using field recorded cross sections and confirmed against final placement methods. Provide petromat at the top of the base pavement along the bus pull out edge as show. Reason for modification: Edge variations along the west shoulder from 147 +75 to the tie in at 132nd intersection require select edge grinding and /or prelevel to bring the pavement up to gutter line w /out excessive grade break at the shoulder or too thin of a pavement section at the edge. Work under this Field Directive modification will be accomplished: o On a unit price basis for prelevel by the ton and planning bituminous pavement per square yard for the quantities calculated by Field Note Record. For minor work associated with petromat crack suppression not covered by the unit price scope track using FA guidelines. Bill against Phase 3 - Roadway, Minor Change. o With no change in contract completion date. Performance of this Field Directive is authorized by all signatures below: Accepted by: Approved by: Verified by: Contractor's Rep — Name City Construction Engineer Date City Construction Inspector Date 3 45 0 • O 133HS 00+617f. VIS 3Nn HOIVA • 2 • • SZ 133HS VIS 3}4I1 FIDIYX f' MIS 00+6SI. V1S 3N11 HaLY11 . • e •. , -.. .. • . : 1 : 1 \ 1, 11 ':!! 1 i , . 1 1 1 k 1 3 1: . " • • . , . . ir.,1 1 il 1 1 ■ i• 11' 111 • JF. ,It I 15 46.4 ' ilk 41° • • . .. . . : . v i -, : . . ; 1 -,1 IL , e * e : igi-alli i : . 112 . ,.. .. .. ,.... - ■ 3 :. .., , , , . . ; . ... • 1:6 It I P4 14! 1 I ..? I ', • . ....::, i%. ■.* . ... : ....• • .1 .. : , .z.i.-• • ■ i 1••• i. . .. 1 . • ; 1 - • • : ' • ... .. .- '..2.. : :•.: .• .! FF f 1 cuts in. t 155 \ 1 • I • • , .. I i i I I - . \ . ... , ; • . . • • . ; ! : • ! : ; I i ' • • ' : ! I ' ." ' ' • : ; i I • f . I Map 1 -Z ! ' O ings cov,st YLS 3Nn N'arrn T. • tni 8 :85.1 .1.1214s sz+4,9s VIS 3N11 Hoivrs 2 r r D § f14 LLUJ CONSTRUCTION NOTES 1.131-is 00+8S1 VIS 314n Hawn 6 d p 5 Es A + 0 2 0 • Ngur*-.4. • • ; No.401ixemetmovakv.It \\\ ;C4 I .4 tJi 92 1331-IS 00+691. V1S 31■111 HaLVA • • 09- 006(ba) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 053 Sheet 1 of 1 DATE: 01/07/10 BUDGET NO.: PROJECT NO.: 95 -RWO3 CONTRACT NO.: 09 -006 (b &) PROJECT NAME: Tukwila International Boulevard Phase 2 &3 TO: Gary Merlino Construction Attn: Curtis Nakamura, PM You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Perform property restorations per FD #72 at 132nd East, below wall 2; remove pavement, prep subgrade for paving, adjust water valve boxes and sewer casting as indicated on FD exhibits. This is an administrative Change Order to back out the amount previously paid under the Force Account items shown on the attached spreadsheet. The provisional payment shown will be credited back against the specific FA(s) listed and the final total paid as shown below. This change will be compensated with a new line item added to Schedule A, Phase 2, Roadside Development. There is no time impact for this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date YS t Contractor fil6R-uP-43 (_.c Sr. Title f%. Mb2 -, Original Contract (without tax) $ 12,255,380.00 /APPROVED BY THE CITY OF TUKWILA By Previous Change Order $ 573,001.96] Date .- /O' // This Change Order (without tax) $ 2,257.66/By REV. CONTRACT AMOUNT $ 12,830,639.62 ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) Arita .1 katiori / U)Z I G ftIfH-c -S cc: \ finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 72 To: Gary Merlino Construction Date: 5/27/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RWO3 & RW -RWO4 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Restore paving below wall #2 at 132nd east of TIB as shown in the attached Exhibit. Use a typical driveway section for restoration in these areas. Reason for modification: Insufficient direction for the specific restoration was provided in the project plans. Pavement is desired up to the face of the wall to reduce maintenance costs in this area. The restoration shown in Area 2 is related to WD 125 work and should be billed separately. Work under this Field Directive modification will be accomplished: ❑ On a unit price basis for each pavement section. Area 1 will be compensated by Prelevel unit price with removal and subgrade prep tracked by Force Account: Phase 2 - Property Restoration. Area 2 to be compensated by WD unit price item for 6" Pavement patch with total area divided by two. o With no change in contract completion date. Performance of this Field Dictive is authorized by all signatures below: b 7' Accepted by: Approved by: Verified by: Contractor's Rep — Name C) cOlfr City Construction Engineer Date City Construction Inspector Date a F 09- 006(az) 'Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 052 Sheet 1 of 1 DATE: 01/07/10 BUDGET NO.: PROJECT NO.: 95 -RWO3 CONTRACT NO.: 09 -006 (6-2-) PROJECT NAME: Tukwila International Boulevard Phase 2 &3 TO: Gary Merlino Construction Attn: Curtis Nakamura, PM You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Perform property restoration at the dead end of 37th below wall #2 per FD #104. This is an administrative Change Order to back out the amount previously paid under the Force Account items shown on the attached spreadsheet. The provisional payment shown will be credited back against the specific FA(s) listed and the final total paid as shown below. This change will be compensated with a new line item added to Schedule B, Phase 3, Roadside Development. There is no time impact for this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date 3/Sit ■ Contractor M6t.. ice, By Title /°g-o4, M(,2. Original Contract (without tax) $ 12,255,380.00/ APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 566,787.97 ✓Date 3 '10' / This Change Order (without tax) $ 6,213.99 "By REV. CONTRACT AMOUNT $ 12,828,381.96" ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) / dd () I6/kft% cc: Finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 104 To: Gary Merlin() Construction Date:9 /9/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RWO3 & RW -RWO4 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Perform Property Restoration below the Wall #2 deadend at 37t/TIB as shown on the attached Exhibit. Extra work includes selective pavement removal, final grading and restoration of subgrade to stabilize slopes, removal of obsolete guardrail, placement of permanent bollards and warning signs. (RS -04) and relocation of the proposed turnaround further down hill from the per plan location. Reason for modification: Inadequate restoration details were included in the plan set to provide sufficient guidance to the contractor. These details more appropriately define the end of roadway configuration. Work under this Field Directive modification will be accomplished: ❑ With work to start immediately and determination of the change to the contract price to be tracked by Force Account: Property Restoration — Phase 3 Applied, Roadside Development. ❑ With no change in contract completion date. Performance of this Field Directive is authorized by all signatures below: Accepted by: Approved by: Verified by: Contractor's Rep — Name 3tr3/1 City Construction Engineer Date City Construction Inspector Date el • 39t. VIS 31\11-1 HaLVA c) 0 1. 0 z (NT f= >.< _L_ =cc) :.• 1) .1Lr. 3 Iv- N tA F • 09- 006(ay) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 051 Sheet 1 of 1 DATE: • 01/07/10 BUDGET NO.: PROJECT NO.: 95 -RW03 CONTRACT NO.: 09 -006 (a c�.) PROJECT NAME: Tukwila International Boulevard Phase 2 &3 U TO: Gary Merlino Construction Attn: Curtis Nakamura, PM You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner' and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Perform property restorations per FD #111; provide 30 gallons of Washington Grey pigment sealer, paint wall 4 transition barriers and remove graffiti at structure #61, place asphalt berms per exhibits. This is an administrative Change Order to back out the amount previously paid under the Force Account items shown on the attached spreadsheet. The provisional payment shown will be credited back against the specific FA(s) listed and the final total paid as shown below. This change will be compensated with a new line item added to Schedule A, Phase 2, Roadside Development. There is no time impact for this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date Contractor /* Sat-Iwo (o►.6T.. By Cl/49 Original Contract (without tax) $ 12,255,380.00" APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 563,876.12 ✓Date -10 ' / i1 Title This Change Order (without tax) $ 2,911.851 By REV. CONTRACT AMOUNT $ 12,822,167.971 ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) / 51-0 c2 a>o (6 /A/4-c-S cc: Finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 111 To: Gary Merlino Construction Date:9 /29/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RW03 & RW -RW04 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Perform various property restoration items as shown on the attached Exhibits. Provide 30 gallons of the pigmented sealer used to paint the traffic barrier, transitions and above ground drainage structures for future City use in our graffiti control effort. Reason for modification: Various restoration items were not anticipated in the design. While each of these is a small detail to the overall project they are also an extra cost to the contract. The original intent of the Property Restoration Force Account item was to pick up just such minor changes. The extra pigmented sealer is to provide the City with some readily available stock of the same color sealer used throughout the project in -lieu of the anti - graffiti solution called for in the specs. We will pay material cost plus FA markup for the extra pigmented sealer. Work under this Field Directive modification will be accomplished: o With work to start immediately and determination of the change to the contract price to be tracked by Force Account: Property Restoration — Phase X (As shown on the exhibit), Roadside Development. o With no change in contract completion date. 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'4 k CN —J 8 (.1 flrj ViS ]N11 H3IVW • 09- 006(ax) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 050 Sheet 1 of 1 DATE: 01/06/10 BUDGET NO.: PROJECT NO.: 95 -RWO3 CONTRACT NO.: 09 -006 Ca,>() PROJECT NAME: Tukwila International Boulevard Phase 2 &3 TO: Gary Merlino Construction Attn: Curtis Nakamura, PM You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Revised side street channelization; install dead end street sign at 130th and 37th Ave, remove stop sign on 37th below wall 2, per FD #94. Procure revise 0M3 -L and install per FD # 101. Remove, place new and relocate signs listed on FD #103. Install "Right Turn Only" sign at south Burney's driveway per FD #107. This is an administrative Change Order to back out the amount previously paid under the Force Account items shown on the attached spreadsheet. The provisional payment shown will be credited back against the specific FA(s) listed and the final total paid as shown below. This change will be compensated with a new line item added to Schedule B, Phase 3, Traffic Control Devices. There is no time impact for this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTE ,: Date yyi I Contractor AVAVA./0 By Title //,a.o-1 . /%10(-. Original Contract (without tax) $ 12,255,380.00"APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 560,092.27 /Date 3.10 'f This Change Order (without tax) $ 3,783.851 By REV. CONTRACT AMOUNT $ 12,819,256.12 ✓ Iy� // ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) cc: / Cl e-4 ti S. Finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 94 To: Gary Merlino Construction Date:7 /22/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RWO3 & RW -RWO4 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Revise the project channelization for select side street connections per the Exhibits attached. Also, note the correction to the bus pullout dimensions from the plan sheets. The corrected lane widths are shown on this markup. In addition to these markups provide a Dead End sign for 37th southbound at the connection of 37th and 130th, remove the Stop Ahead sign just downhill from the 37th wall #2 dead end, and remove the 25 mph sign facing TIB at the dead end on 37tH Reason for modification: Inadequate detail was shown on the plans for restoring channelization at each of the side streets. Additional signage is also desired and shown on these exhibits to provide better warning of the specific traffic routing on 35tH Work under this Field Directive modification will be accomplished: ❑ With work to start immediately and determination of any change to the contract price and /or completion date to be negotiated. Negotiations to be complete by 8/1/10. Performance of this Field Direecctive is authorized by all signatures below: Accepted by: Approved by: Verified by: Contractor's Rep — Name City Construction Engineer Date City Construction Inspector Date • • 1i►"1liAl ii il'1i �l viii �ia� DD WtNN KNNWl Ni1NN ssssgsFxt; 2;12; i V8 1 $1 8 8 1 444448it4$2KRit Ete� i_...,..n.,.ov __--:--- 0° R?, 2 Z U U J lot 018 k.! a ON g 'qli; ! i ll Ili g d -4 4 g if Z J 0 1L p z+ Q Pr) I- OU) Zp Q f- 0 O NCO W • z a� S U z w C2 n 0 G 59 .133H5 00+951 YJS 3■11 F01Vl1 Jc 4 a 1 1 4D 93 1 l � 9 to- • iN1 s tit 1 GENERAL NOTES 00 0 m 2 J ce 0 0 • • fit tli'ax E MEDIAN POINTS TABLE 8 8 s A in 5 It B9 1312 00+191 V.S In WWI n a m 1 1 f Z -J J 0 ao Z± n� < Z 0 0 a� N ° _J T Z 1-- Z V) U z U 0 0 1 Q a s r 0 3 1 Ir • • IC P Sea WA 98109 Avenue North Seattle, WA 98109 Phone; 206286.1640 SEAT" I'LE • TACOMA Fax: 206.286.1639 1117 Broadway, Suite 501 Tacoma, WA 98402 Phone: 253.627.0720 Fax: 253.627.4144 CALCULATION SHEET ENGINEERS • ARCHITECTS • LANDSCAPE ARCHITECTS • SURVEYORS Job No. Ti 5, - 0�-3s Sheet of Subject .War t 9 511 k1 e f+f 2-4 RT By Date 1- - 10 Reference Chkd. Date 40.,01 - T b . . . fzi k• T© fAc A Frti -f o(.k.r ) D TRA K-) - 71-0S--. w 1./Pre a ; o LO T" \77-1- 'FT STN 5,tl�t�S A-R-6. Pt A*D 5kt -P D ULTH- t 4 L &tJD fOK -1.7 2 ©ti -4r `%4(%"4 kjRsP 2o(41)i) CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 101 To: Gary Merlino Construction Date:9 /1/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RW03 & RW -RW04 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Procure revised 0M3 -L markers per MUTCD standard details attached. Make new markers 12 "x36" in size. Surrender current 0M3 -L markers (6 "X24 ") to City. We will pay the larger cost for either the currently in -hand or new larger markers. Merlino to place markers as shown in the original contract at no additional cost. Where the 0M3 -L sign is on a dedicated post make base of marker 4' above paved surface. At shared sign locations place 0M3 -L sign immediately below lowest sign on the string (should be virtually the same height). Reason for modification: The sign callout was smaller than standard size for these object markers. Further direction was needed for exact placement and orientation of these markers at each of the island ends. Investigation of this question led to the determination that a larger sign should be substituted. Work under this Field Directive modification will be accomplished: ❑ With work to start immediately and determination of the adjustment to the contract price to be tracked using invoiced material rates on Force Account: Minor Change — Phase X Applied, Roadway (depending on the location). ❑ With no change in contract completion date. Performance of this Field Directi e is authorized by all signatures below: Accepted by: Approved by: Verified by: ontractors Rep — Name • City Construction Engineer D to 3(3(If Date City Construction Inspector Date Page 134 2009 Edition Standard: 02 A W16 -1P plaque shall not be used alone. If a W16 -1P plaque is used, it shall be mounted below either a Vehicular Traffic Warning sign (see Section 2C.49) or a Non - Vehicular Warning sign (see Section 2C.50). The background color of the W16 -1P plaque shall match the background color of the warning sign with which it is displayed. Section 2C.61 Photo Enforced Plaque (W16 -10P) Option: 01 A Photo Enforced (W16 -10P) plaque or a PHOTO ENFORCED (W16 -10aP) word message plaque (see Figure 2C -12) may be mounted below a warning sign to advise road users that the regulations associated with the condition being warned about (such as a traffic control signal or a toll plaza) are being enforced by photographic equipment. Standard: 02 If used below a warning sign, the Photo Enforced (W16 -10P or W16 -10aP) plaque shall be a rectangle with a black legend and border on a yellow background. Section 2C.62 NEW Plaque (W16 -15P) Option: 01 A NEW (W16 -15P) plaque (see Figure 2C -12) may be mounted above a regulatory sign when a new regulation takes effect in order to alert road users to the new traffic regulation. A NEW plaque may also be mounted above an advance warning sign (such as a Signal Ahead sign for a newly - installed traffic control signal) for a new traffic regulation. Standard: 02 The NEW plaque shall not be used alone. 03 The NEW plaque shall be removed no later than 6 months after the regulation has been in effect. Section 2C.63 Object Marker Design and Placement Height Support: 01 Type 1, 2, and 3 object markers are used to mark obstructions within or adjacent to the roadway. Type 4 object markers are used to mark the end of a roadway. Standard: 02 When used, object markers (see Figure 2C -13) shall not have a border and shall consist of an arrangement of one or more of the following types: Type 1 —a diamond - shaped sign, at least 18 inches on a side, consisting of either a yellow (OM1 -1) or black (OM1 -2) sign with nine yellow retroreflective devices, each with a minimum diameter of 3 inches, mounted symmetrically on the sign, or an all - yellow retroreflective sign (OM1 -3). Type 2— either a marker (0M2 -1V or 0M2 -1H) consisting of three yellow retroreflective devices, each with a minimum diameter of 3 inches, arranged either horizontally or vertically on a white sign measuring at least 6 x 12 inches; or an all- yellow horizontal or vertical retroreflective sign (0M2 -2V or 0M2 -2H), measurin —a striped marker, 12 x 36 inches, consisting of a vertical rectangle with alternating b ac and retroreflective yellow stripes sloping downward at an angle of 45 degrees toward the side of the struction on which traffic is to pass. The minimum width of the yellow and black stripes shall be3mc Type 4 —a diamond - shaped sign, at least 18 inches on a side, consisting of either a red (0M4 -1) or black (0M4 -2) sign with nine red retroreflective devices, each with a minimum diameter of 3 inches, mounted symmetrically on the sign, or an all -red retroreflective sign (0M4 -3). Support: 03 A better appearance can be achieved if the black stripes are wider than the yellow stripes. 04 Type 3 object markers with stripes that begin at the upper right side and slope downward to the lower left side are designated as right object markers (0M3 -R). Object markers with stripes that begin at the upper Left side and slope downward to the lower right side are designated as left object markers (0M3 -L). Guidance: zen used for marking obstructions within the roadway or obstructions that are 8 feet or less from t ze houlder or curb, the minimum mounting height, measured from the bottom of the object marker to the elevation Sect 2C.60 to 2C.63 December 2009 2009 Edition he near edge of the traveled way, shou 4 feet. 06 When use o mar obstructions more than 8 feet from the shoulder or curb, the clearance from the ground to the bottom of the object marker should be at least 4 feet. 07 Object markers should not present a vertical or horizontal clearance obstacle for pedestrians. Option: as When object markers or markings are applied to an obstruction that by its nature requires a Iower or higher mounting, the vertical mounting height may vary according to need. Support: os Section 9B26 contains information regarding the use of object markers on shared -use paths. Section 2C.64 Object Markers for Obstructions Within the Roadway Standard: 91 Obstructions within the roadway shall be marked with a Type 1 or Type 3 object marker. In addition to markers on the face of the obstruction, warning of approach to the obstruction shall be given by appropriate pavement markings (see Section 3B.10). Optio • To provide additional emphasis, a Type 1 or Type object marker may be installed at or near the approach d of a median island. 03 To prove • • • ' • • : e surfaces such as bridge piers may be painted with diagonal stripes, 12 inches or greater in width, similar in design to the Type 3 object marker. Standard: 04 The alternating black and retroreflective yellow stripes (0M3 -L, 0M3 -R) shall be sloped down at an angle of 45 degrees toward the side on which traffic is to pass the obstruction. If traffic can pass to either side of the obstruction, the alternating black and retroreflective yellow stripes (0M3 -C) shall form chevrons that point upwards. Page 135 Figure 2C -13. Object Markers Type 1 Object Markers (obstructions within the roadway) OM1 -1 OM1 -2 OM1 -3 Type 2 Object Markers (obstructions adjacent to the roadway) 0M2-1V 000 0M2 -2V 0M2 -1 H 0M2 -2H Type 3 Object Markers tions adjacent to or within the roadway) 0M3-L 0M3 -C Type 4 Object Markers (end of roadway) 0M3 -R • Option: 0M4 -1 0M4 -2 0M4 -3 05 Appropriate signs (see Sections 2B.32 and 2C.25) directing traffic to one or both sides of the obstruction may be used instead of the object marker. Section 2C.65 Object Markers for Obst uctions Adjacent to the Roadway Support: 01 Obstructions not actually within the roadway are sometimes so close to the edge of the road that they need a marker. These include underpass piers, bridge abutments, handrails, ends of traffic barriers, utility poles, and culvert headwalls. In other cases there might not be a physical object involved, but other roadside conditions exist, such as narrow shoulders, drop -offs, gores, small islands, and abrupt changes in the roadway alignment, that might make it undesirable for a road user to leave the roadway, and therefore would create a need for a marker. Standard: oz If a Type 2 or Type 3 object marker is used to mark an obstruction adjacent to the roadway, the edge of the object marker that is closest to the road user shall be installed in line with the closest edge of the obstruction. December 2009 Sect. 2C.63 to 2C.65 CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 103 To: Gary Merlino Construction Date:9 /9/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2&3 Seattle WA 98108 Project No.: 95 -RW03 & RW -RW04 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Remove, place new and relocate specific signs listed on the attached Exhibit. Extra work includes removal and restoration of foundation areas for existing signs, placement of relocated signs to City standard (RS -14) and any additional hindrance to placement of signs originally called for in the contract. Reason for modification: Various sign changes at the approaches to the project were not appropriately addressed in the plans. In addition, some minor sign changes were called for because of specific field conditions. Work under this Field Directive modification will be accomplished: ❑ With work to start immediately and determination of the change to the contract price to be tracked by Force Account: Minor change — Phase 3, Roadway. ❑ With no change in contract completion date. Performance of this Field Directive is authorized by all signatures below: Accepted by: Approved by: Verified by: Contractor's Rep — Name City Construction Engineer ate 3(50( Date City Construction Inspector Date C1 o ii tA1 c .1! ° t 1 1' 133HS 9Z+1791- b1S 3N11 Ha1VW `° V r1 • J L R2B INTERSECTION CURVE DATA I v X0www 4y” N t` n r\ n m cr)N0t0M N 0 0 0 0 0 U p N N N CV N 0< < = ° ° +z 1-W to \ \ \W HORIZONTAL 1 co tD J O to OOi V O 4 ''d* L( O t0 t) N (C) N 'd' t0 ��f�M�FN r%7 1 11 11 It 11 1 0 1- 2 -.1 CC J I-4 F SCALE IN FEET REMARKS RELOCATE NEW, PER CoT ST• DARD PLAN 'S -10 RELOCATE FROM S5 - - OCATE • A RELOCATE 1 00 O CC CC REMOVE RELOCATE TO S1 •T STA 2► 8 z INEW -AT CORNER OF 37TH AVE S AND S 132ND ST NEW-AT SW CORNER OF 37TH AVE S ANDS 130TH ST REMOVE (WEST SIDE OF 37111 AVE S) > )z z 6 M w t� oM x pp M M . ` k r) .C5 CZJ co O 0 3 0 O N • a . _ _ 33.4 B L V D '37TH AVE S '51.2' RT "WEIGHT LIMIT 5 TONS /EXCEPT LOCAL ACCESS" 1 O N ,_ O 67.3'LT'1- SO' I " S 133RD sr 1 7TH A S . [W14 -1 "DEAD END" W14 -1 "DEAD END' Z N w-- Nr�j. '_N „' 3�5 { > im C R5 -1 "DO NOT ENTER" tL— m ;:el I- N 0 F co c0 + N M tr)) (0 ttoo n co O CO 3' to CO t. 0+C (D tTr 477 tD N (6 (0 0 Z cn t) N Vim) N 5) V) (f) `A >6 (n IDEN1NG SECTION, SHEET 8. FAIL, SHEET 138. INK 'FENCE TYPE 3 PER WSDOT STANDARD )NNECT UNDERDRAIN PIPE TO CATCH UT PER CoT STANDARD PLAN SS -03. 0 F E O 3 C � I 0 do 1 r aA U") ar) 1 co N co co a0 a0 n cfl • n r r� • T T �� <I en 1 L.L.1 R6 INTERSECTION CURVE DATA VERTICAL rno Lc) 0PO m (NI co a) 0 a> (n r-- r• r"-- r- t\ V Z 1� t` r� r� 1, 0 < z a-'CDaa 1c 1 HORIZONTAL CO 1:: Nt a- + - cpop ..d• o is iv ES . c6 'd- st -0 to sr• ,:fr 4-) G? cn O cD 6 -4- ao. -r-T r' to I It II 11 II I a aW_It- a~- R7 INTERSECTION CURVE DATA -J "cC i M d co m in N N (O = cn O o> co CV Q) G 0 !, ca CO CO Lo O Q Z _JL a J —c i * 1-- W CO ��� w 1 HORIZONTAL CO C•4 ca -lo Q I D^ M n r, CV 1'7 to ui vi r, c i • ) T P7 00 CO 1 11 11 11 11 1 0- CR' J1-Cl_ Z$' 133HS 00 +6L1 3Nn HOIbw -J U J H 0 N 0 2 �c i .,..$ V•• • i. • : te • iii°' M',.1 N t 1 1i• \; 1 ++ 4 O ' ll ', :, \- t t ',. \ \ 1, 4.<1L. - -.. N ,, '•.1 I ` !�`4 �l. t, fit 1 , y `y W\ ' •. e :1 , 1 `\� .:.` ``\ •s 1 ``. . • e® ® ECTION PLAN, SHEET 64 I ie1Q i> tAIEND /AY ALIGNMENT " / R8 0 s,,;- 4 AMP ;(i,, J { 1; �watoa`aaroua1-.wuao 'fir }� 1--' _`r �r%a`.: :: yl..: ' ` 1 Al 'r . 2i:i• ` ! �. I I ` i'146.4- e -/ � 178 i. 1 %t IN, tO( ;D`-- 11441'1.8'30 "W -r -W— —r ;-= — ----. % 4 1 1 :� . + • 3` 4 ✓1Jj r 3 %� ir a 4 y, }: If 'w..,• ` • { 7 jf 111 r� ca co 0 D CO OD N j CA o) o) of k 1 r- 1. N N a c a r b���W '.' ::i . i' r' K.. f, /fey 1 !' Ye• t ° __ • +•' %tom = 3bE3 / Jb R = 25,00' • L = 24.85' T = 13.56' PT— 174+56.35 42.44' RT Jr Washington State Department of Transportation ViAl Field Note Record For Drainage Book No. Page No. Contract No. Station Line CIS ?(.003 VIM\ 7CtiVirC OCA'Nat ,01( 44, Date Work Started --- Cita P,010 Staked By . Code Number ; Work Completed q131010 Calculated By !Date Checked By ;Date 1 Inspector's Signature ate W\COrt, 913Db0)01 PCz7t--- 1113k0 1 )ithtt 1\4,15N. iDa0 ,3 33 3. 3983 . / 1 -2TA 3794.83.47 ."---- - 3883E 14003/ *IRE UNE FE 17' 1 As, 17 *7 sr), ue USW LINE rr. r 13 (*1 r 71141,71 MAE so= tor - ---.1 DGE . 130 U 17' 11, , E 1L7L' O R STA 177+3544 / /- \ O ENO 911 WWDE UE it IS STA 177+3.8 rLtE PC, 6 RT 013ELOW EOE. W / 010 11W WE SE, aar LT l sr W sTA (71+00.04 STA /77+1147 MM OTEO elESCK U431 3.7 YELOW EDG UNE / AR, 4' LT -STA 177+71.03; SR" SAW / ,.._ STA 17761543 DO cows MLR 1 ERFT703 ECTERSAST UNE, 311 RT 711.1.0.8 1.N. 31' 3371 1 paw 5431 5410.3. WEET ......„„.Agr,..::- ...- • m!....-----irriwsomer-m---- -.11001111131 . - 4-., IiiIIIII1111 ,.. ....-.......5i.*-,-.. : a 1 ' --,=,....V.P .■r•---2-L-:■., ...0110111111111111K.1.11alri:r; . —0/0 Slat %LS . EMI 31141 /31131234 544131 IX tr LE 17' RT KO 1162£ NW 160% UNE U1E. r LT STEP BAR` I IT; VEfUlitrEs-61ocij IF 3540.. 54 141 /1101 WEE EDGE UHT, 3e NT srA 77+1136 / \ ',... "EDS DOME 23J7 YELLOW un, r AT ritrip6 060/4 WE MOE LOC 103' Ar 310446.21 N NsTS STA 177+71.11 / / 1M.2IPL A C,. O1 \ I D L T M N — O W 311741r4 • ' Daezm,wuow LNE, Nn STA 74778 / / VW WA 0(0 an. W1E1K 17' 33 / /31 . \ A. -7334 177+2043 ME 130 RT WI1E EDGE 0.34 175+12.43 KM 0011ED ECTENSON LOW, 30 RT 100 150 EEL oqe.43 to,,,L( 14. 0C ...at30( LOStrANC3 .f5 TbL Ver,,14-y, 131' ?‘.P.C..' kk4,ilt.t (k/ I igAorv.A Oct use bar Ai% dlic• itte4S- flo.ii--/cfc Lem No. Item Group No. Date Unit Quantity RAMS No. Basis of Material Acceptance CAPS Ent No. Inals Est. No. Post OK 1.1*.c.5\;nit ci 30 ,Lx- 0 10 1 V FA 7-SEI ?A • . CAA44146 1* 2. — r4OetiV34/ I fgeoMk ri)4414 1 11 ! r ; _ I DOT Form 422-887 EF Revised 9/97 • Ai& We"al, Washington State Department of Transportation ■./r Field Note Record For Drainage Book No. Page No. Contract No. :Station ; Line ; CIS I ; !Ir. Ejoe, .4tpc, E s;cir 4 i i , Date !Work Started : Work Completed I C1-373 - 01010 i Date ; Inspector's Signature i Date I tli 3/1° I itfrw-wto., ' Staked By By N- • Code Number Calcufated By Scn+\ VIboye. ' Date ao Checked By I tAXP--- *.of 0 item No. item Group No. Date Unit Quantity RAMS No. Basis of taMnacetenal 1 H I Est. No. --- 14114\ tAitNyS -.f6UNJZ ttAks L,F / 40 v ,,, 1 rik 2-M I i ?Or Z - 0-0M)Lcite -- .......... ..,........„ -7- •-- ft•CAK f'D*11 """ , 1 1 ,/- .7 , srA t7f1•9■Ug ----- ,....----- 11,1A,610N SRI, ElAt I i *al mu eicaN lint tRE 11 a. It fu STA ITcwos.4T N / / BM star =a wiz ! RT sTA 1724.ot.12 , : : (Val TOWN= CM er I RRRMR 1 ,.. --- - ez-. . — 1.1i■ -I- :17, -.. .. ....... - - I ......pso 1 t TUKWILA iNTEINATIONAL Mill ::. .i R rn- • Lb lif Al is .- - • ...... ,r; ...... 173 ..... 4 -_, ................ ---- -c .y." - •-• ... .._. aka 111 srA 1D0T o . L 1 F • \ IIN\ TE rMT% U NE 1T-+x 7N- 20 +M mCSM - T1A 4 u O o • c, UI1G7 lLlME z R Mx T s c / 18T - 1X . hTpC E T 7-a. E4 D1US' A 171+37..14 rA " ERE\ I7 R U / < 1111111 . i 7 . • iiiiiiii 1111" 1 ESIEMPIEENTIIIMIN 11111 II / Ell III item No. item Group No. Date Unit Quantity RAMS No. Basis of taMnacetenal CAPNS0Ent peri:K Est. No. --- 14114\ tAitNyS -.f6UNJZ ttAks L,F / 40 v ,,, rik 2-M I o-s> ■.3Dr3c1 ?Or Z - 0-0M)Lcite •-- ft•CAK f'D*11 """ 1 1 I i DOT Form 422-837 EF Revised 9/97 '171 Washington State Department of Transportation Field Note Record For Drainage Book No. Page No. Contract No. :Station Line ` S R-wos Staked By I , `1a4zo hloe b +ks p.,(1 ota V3,1 i Date C/S Code Number Calculated By Date I Checked pBy tD1tSj ' aotUi 1.k -.. Work Started 30 Date Inspector's Signature I 105110 co 11,t012, Work Completed G- 3b -aa,n ;Date 4. .10t1S P0f0 Item No. Item Group No. p Data Unit Quantity I�flIii��ll Basis of Material Acceptance CAPS Entry I Initials Est. No. No. Post OK .5 Xa' 9 �� i`c51:NC Ir f.c, 5o' ✓ If�f �3 / (f (ytvgot- _i �■ STA 1l3fGE4/ / PIECE ilT 12E E LL M XT --- I ^IECE Oay1aJ0 1ELLDM' �s' LT V M.otL i , 1,4 ftfot ✓ rt- L �■■ T110'oF°E 8 CUM /r Y 3E11H1f (i?) • , _ EM WIE WE, f ST AA 3111 �■• Si EC Of EMI a ■MMIE MN L - 193 197 198 199 ws 1111 Q n 1) 5 a. X t " "Y SE HAR SOID CLUE C LT — CA 1144.30X _111111 AA 19N21.0 CIE tDQ LWE AP, A 200+07.72 s4A EVE EDGE t]b EVE ®fE 4E . ■.■■.■ .■■... �..■ ■�■■ i■■� .■■■ lt,n e 50 `� SAR �T LT, 171LT - 4? wmE'E S unE a • I . 0 25 00 102 TS0 ■■■■■. �■■■ fFfT . =LIME' WAIIIIIIIM111111311,Ernill Item No. Item Group No. p Data Unit Quantity RAMS No. Basis of Material Acceptance CAPS Entry I Initials Est. No. No. Post OK .5 Xa' 9 �� i`c51:NC `\,3o f.c, 5o' ✓ ``I I �3 c404441 (f (ytvgot- V M.otL i , 1,4 ftfot ✓ rt- L DOT Foan 422 -637 EF Revised 9/97 A Washington State Department of Transportation Field Note Record For Drainage Book No. Page No, Contract No. C3S 4-t1Z04 Staked By Station j 31 Line C/S Code Number Date Calculated By bf rneCtvt. Date 1 Checked By clk061t) \NO- Work Started 30, I Z)ib Date 1 Inspector's Signature 1 kiliSh) ,J ; Work Completed cozoom Date I „ LO 15 1 -1\ t item No. Ij Group No. Date Unit Quantity 1 i 1 Iti Basis of Matenal Acceptance I Initials I I I OK I I 11.?to 1, r 1 Lo7 v I fA ne yfe pkoAst- ciwo.oty6 i I I I I i Vw s - kowoxii, / . / I 0 fia0fA c't / . / C11 .01 PMt ---/ / --- 1- -7 ___I . / 7 ?WYE I.* pc. ----- / ' STA 1W/ix s ...._ 4 3T tr / 1 . -...„ / I lil sl dm= /.:.- - 31.... 5E, 3 .... .. . . 34 ame, cum t Accou cm—, .v.1. 7O •• .Z .. 2 .. .. . .. . .... ...... 6 ....1....r A...... ... ............... ... ., .. ... .. ..... . ..... .... ....— ..... ..... .......... .... . _ ...... .i.0444.3,-_s-- irjK.wn),..- .T., AL_IssTcp Al— EC MIDI EKE t/E. r a a' RT - efal TILT 14E, le V. I' rf .........-.- .. - I4 18,1,;60.93cauciod ue, ,.:t RT WM DOTTED 1170e101f WIE, Xi RT • "*"..---- VA 1113.111i4 r RT . 7 . . . __ . . . . . .. 1 $ 1 L-c, 04- N 13, 1 / o'ct. prer t., ;Jim-Live. tkz t4*1 illttC. ft-am.. vo-r• c sot *I a e4ta.. /or item No. Item Group No. Date Unit Quantity RAMS No. Basis of Matenal Acceptance CAPS Entry No. Initials Est. No. Post OK 4 ortAt II 11.?to 1, r 1 Lo7 v fA ne yfe pkoAst- ciwo.oty6 Vw s - kowoxii, 0 fia0fA c't . 1 . DOT Form 422-637 EF Revised 9/97 6 Washington State Department of Transportation Field Note Record For Drainage Book No. Page No. Contract No. : Station Staked By PlAr Calculated By SC_erti Mr-0C. Eck, sje Dare Line C/S , Code Number Date II Checked By 112010t0 I Work Started i Work Completed i I GI 3� i •3o1aato Date Inspector's Signature 4t6 1/11°N' i Washington State Department of Transportation Field Note Record For Drainage Book No. Page No. Contract No. ;Station R-wo3 113o4' 04C)■-Vscwk. 1 e 3 o Staked By Date iytik. Line CIS Code Number Calculated �Byy Sao �IDOrl !Date l0115 Checked By Dat Work Started :Work Completed 10 ( (aoI 0 ; 1o(t got b Date Date Ia�lS'3o1L Ins�tor's ignature 11 .-STA 13r61i7 \ f 1 STA 1594471 STA 177+7156 STA 177+IIY I� %C. r RT 1 E)a ,Ellg1 EOCZ U7E ONT LT STA f77+11Q 1 EC STA It 3N LT I� OOfiFD FJ(IFA1901 11R, .>D' LT 1E11D'f ENE WE STA I77+7S.GSr IYF1UI14 u ��■■ 7 SOTIFD E7RENSON LIE S0 . f lT - I61EI 7 A 1165 9EE - .■ 111.11■.. !s a _ MI �■■■■. .---; -SA 171431$- -170 9r1E PXML N !IIPIPI INTEINCII .E■. ' ,. 'HIE ► /NEON AEU we. . NT U■U■.■ ' .. s EE Sr Ili / STA 17T+0�0 \ ' \ ■■.■.■. %� /CPO 101E WM LK Sd AT A 1n+7II17 1 / STA 177+7.11 I 1111111111111111 WE T 0 777+ RYIE En',E UIE l M STA teo{r1.D ■■■■■■■ STA I71F12i7 UP �� A T77Kf.11 p 901u 11llDY• !ECM OOTl FXf019p1 IN. Jf RS \ 041(<E S+SD SEll.Or IWE, 0' AT ■■■■�� 1111111111111111111 / /� ''7 MD 5511E 1 E. 17 NT / \ \ �■ �■■ ��� 137 g490rr, 15 ,,JJ •1 g. .■■.■■■ 111111 1°1 lColb ... 1111111 RRURNFDEOIS EM III IIII: iIIliIIURRURRR a. 3 • Item No. Item Grou p No Date Unit Quantity RAMS No. Basis of Material Acceptance CAPS Entry I Initials ry Est. No. No. Post I OK �- CJai 34%rt ,1/2- i1F 15' ✓ I fA zh IM C+146.44-6 (fii I — Poikstatkk' . f t.01M, pD y '- e 7 1 l . ' ! i DOT Form 422 -637 EF Revised 9/97 CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 107 To: Gary Merlino Construction Date:9 /17/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RWO3 & RW -RWO4 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Install an additional Right Turn Only sign at the south driveway to Burney's Market per the attached Exhibit. Reason for modification: This driveway now faces an island median with a short leg toward the intersection of 130th. The sign is intended as a visual reminder that the two lanes of traffic .immediately adjacent to this driveway are both southbound. Work under this Field Directive modification will be accomplished: o With work to start immediately and determination of a change to the contract price to be tracked by Force Account: Minor Change - Phase 2, Roadway. ❑ With no change in contract completion date. Performance of this Field Directive is authorized by all signatures below: /cat's Accepted by: Approved by: Verified by: Con1actor's Rep — Name Pirko: /1/164L, City Construction Engineer /1 i73e if Date City Construction Inspector ' Date tr.) ro F- 1 t'z cr3 ZS'N LCD CN1 c- o ,...„„pf„,,.,,,,,,,,,,„74,:,,,„,,,„,Rq,,4..,„„ r ,..„ UJ 1-... Z Et .,,.. U.1 Ct LIJ 0 ....4{ 3 \ ••■••■11011 *NNW 't• ,9C � Washington State iI/ Department of Transportation Field Note Record Contract No. 99 .g.wo41 Staked By tAA 41**11)01- Station 14C-foo — 141 +00 * > au Date 10A9 Line -- /f o Work Started C/S Work Completed Calculated By Yet 4WaflP, rDate ti131 t0 Checked By I Date Inspector's Signature 1-Date 1 l ._. IMII R:t�rw�s- _ p__ __-. 146 147 • I•' i'- EXISTIN ►' EBGE'` ., ki> • h4 o ''' 0 g` MS . MIMI MM C.6 " ' f.0b.�. • • ► • -1► ii ► i 11. TSIO6 StDt 4r Ot Y'6taA V tow M CPAS - b e tA 1 s 'gY U ilifttciFitALE., , , Date Work Item No. I Item Description Completed ( Group -- to N-tre Tyro, 1- ;4'04 1 ° 9ltD- _..._..` .1' .Pw. `1r ':_ 1-. PP0s..._ - .:.. 10/19110:... ` •- w�h ... 't�'Pfr 1' GPs.... �^' :.1� 119 JcA;_.._G -. oow 1t er- h'-s -� t.o /191h Unit % _tA .. 6* I Quantity _. 30 _._'S_ l._...._.......... 8 . 3 CAPS Ent Entry No. ; Posted By Checked 8y . I.. r Est. No. Initials I bate 1 Initials Date ? ... zsr .._. _...._ _ ...-... .;.__.................._......_ ?sc fe261 17�� ?- . - woV4- tv' a:. t t-1 ciVut. tti .......: . ' -PcA- TrIWkr-. P*A. S 64 ¶ owt C,.,d, to V i DOT Form 422 -635 EE Revised 3/96 Page No. � Washington State II/ Department of Transportation Field Note Record Contract No. Station Line C/S Staked By t.,),..1.-1.';'..- s .7 q., t jr. - Date 4 r' / Work Started Work Completed Calculated By I t_' 't Date [Checked By Date inspector's Signature Date H L---I I- I 1 I 1- -- — ... ; , .......... 0 f ' ('. ---- .� , (Om' _. -_ 147 146 .^r... +i-�e. r +! ...III- i ,t, , :. EXIST1Nt E�G,y,. ', = , ,.... . OF PA 4,, T -- / . I .- t ° rtt) ,-(6-r 5 *! tD •D Yt- aio Lo t.3..ot Li> . V- V AS 6? ES, IT- ., PKt . e - - -- oA t :le et) r,al'ES-r S M r- ' `s fat' te144 f" pp. .sue. ____ .._-.- ___._-........__ - -._ _._.- .__. ______ .__..__._ -_ _ .....- ._._ —____ Item No. • Item Description - `off- 1- C-FM'S. s.F u. -?l' ...i- 9-'J" , e v.. wix ItTe pr"e; i' 4s c •. ST -1.es Ill ....Ru ,y ..., 7:110,76', Group Date Work Completed - .. I Oh 10 .._ t.. ! {.0 ,_.._ °' ;.1) / i o • 1-' ito ' ., f, tr. Unit ..... ......_- , `A A S ` Quantity 3 S'.._..... a S5 . CAPS Ent Entry No. ......._._...._......__....._.. ......._..... ' . Fµ1 Posted By Checked By i .__.._..__..__._. __.. __.._...I..._- ...._..._......._ ._.... Est. No. Initials I Date 1 Initials • • Date 2,, .__...__._. ._._ ... z ... _....._. 74.1 rT1/44' R. tt, . 0 /S'' '- DOT Form 422 -635 EF Revised 3/96 Page No. 401. Washington State �' Department of Transportation Field Note Record Contract No. 9s -?w o4 Station 14c -e.o0 — oico tso f-t" Line — CIS Staked By 11/43 /A Date --, Work Started 9/9//o Work Completed 9191/0 Calculated By I v i�MO�, Date t1 I2l10 Checked By --- 1 Date Inspector's Signature I Ito$ +cozN1 ,V1-: I Date 919/to 1 flip. _ ---- ._...._. »- - --- ' -- -. -- -�1 \ TUF{WILA 1NTERNATION1kL BOULEVARD W t \`Q ,.•� . ' i OL — .0---BEGIN -OVERLAY i f i J • iiwiiii STA 146 +36.8, r / f !�� .. . Dial 4 v UMW • Item No. Item Description I Group -1 Date Work Completed 9 Unit 1...f Quantity CAPS Entry No. G...n a3it.F • is Posted Initialsi = ....lao.. - By . initials- •Date 1 Est_ No. Date initials Date .................. ............ ... ... ,4 25t DOT Form 422 -635 EF Revised 3/98 Page No, Washington State Department of Transportation Field Note Record Contract No. 9S-40o4 Station 14c4-00 — 14k) tso Rfi' Line — C/S Staked By N%A Date ....... Work Started 9/9/10 Work Completed 9/9/10 Calculated By A, �Mc)A I TDate 1112.1(o Checked By — I Date Inspector's Signature '�08 �ztJI `.: I Date 4.19jro 5156- 1 bf., i / I 4„.,___ gi ' T — 1 \ - , D - -.. _._.`_ ' __..._.. � • w._TUF4WILAtNTERNATIONPL ■ BOULEVARD 1,. I's \� CONSTR. E 4,47 a.;�; (�...� N1 447.8.59 •�.. / ■■ I ■■ ii OL�i _.._._..— �:1�C "---- , ....._..BEGINOVOILAY.. -..- ._. .'I f �'.•'•.:. i .. _ / t STA 148 +36.8; 0 l © .� z: y. L_ mot: ?R�m _14 _. .y -•�'=w'�:.. _� '•� S J. '0 s D : Via: 0 +a -.'��k - .cis- .: -.. ■ Item No. Item Description p - .......____ Group p .... Date Work Completed .....t- .._.. Unit F...... Quantity y CAPS Ent No. e ? a.. :._. Posted By - ( - - Initials t Date _ ? - .. Checked By - Est No. initials -T. Date l . AZ _ . _..._._ _ ._.... _ DOT Form 422 -635 EF Revised 3/98 Page No. Aft Washington State V, Department of Transportation J Field Note Record DOT Form 422 -635 EF Revised 3/98 Page No. VUI H7 dUl 1 U. JldUUfi �Q Line C/S 95 -R 0S ‘7'7kS+, - 1/8400 >P�- — Staked By Date Work Started Work Completed P/Ai — 9h1�o 9%9% 0 Calculated By i Date II Checked By Date Inspector's Signature Date fr, �ia -DAc , 1 017410 ! �- tob Vort41 A IL '%19 40 i j ( SIUN bAtti 1 I--- i t S �� END DOUBLE SOLID —"� YELLOW LINE, 56' RT • • _ Ira . I I 177�1 178 ...........'....,77 ` i _,�•.; ....,,, ..... ...... • .. ' :(t mvis • ow) 0aC-t.114S ;oJ SOMMIMIT,4 ©‘-D , A�' STA 178 +35.55 I STOP BAR ` 1 � , SHEET, �' BEGIN SINGLE BROKEN •WHITE BEGIN SINGLE SOLI° WHITE U ; SPe �� �Jt BEGIN DOUBLE SOLID YELLO'A j STA 177 ' \ N.-- ��A 1111,0- 1 D 1� aMk/ +99.39 SEND WHITE EDGE LINE, 59' RT j i . N� I ; I i e • ,/! STA 177 +79.11 / . S' I BEGIN WHITE EDGE LINE, 103' RT i y� Qom, ! N'I r•'t. 'F''L' - v v STA 177 +45, 119' RT MAT EXIST DOUBLE SOLID YELLOW UNEA i =' -11A) AAA r - - ,: 177 +27.81 I S • 1 a ii NGLI: BROKEN WHITE UNE, 17' RT /'• L f Item No. ` Material ! Manufacturer Brand Name . RAMS/QPt. j AppeAccept Basis of ModeUType Ref. No. Code Acceptance I Date Work CAPS Entry Posted By Checked By -- - Est. No. Item No. Item Description Group Unit Quantity Completed No. Initials. Date Initials Date _1. fr t4DR- C.NrWeb V Zip 1 e #0 '73/1,,, t Ili FF%Z '% 2 -- go to L.P. 2S' t° I.9b1 = $40- • ea., S e_. Si ct004 GA. 0 .z Pa rr DOT Form 422 -635 EF Revised 3/98 Page No. 09- 006(aw) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 049 Sheet 1 of 1 You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Install Tubular Tough Posts with 3" red reflective bands, manufactured by Impact Recovery Systems at the locations shown in Field Directive #100. Install 5 posts at 133rd dead end and 1 at Pacific Place Apartment driveway. This change will be compensated with a new line item added to Schedule B, Phase 3, Roadway. There is no time impact for this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date "33/ 1 By Contractor M62 u1.0 CO T. Title fO,.2 /1(1,G2 . Original Contract (without tax) $ 12,255,380.00 /APPROVED BY THE CITY OF TUKWILA Previous Change Order 558,931.68'Date This Change Order (without tax) $ 1,160.591By REV. CONTRACT AMOUNT $ 12,815,472.27✓ ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) cc: 3- /0./1 / 54- oo O2 i 6 iAfA -c-S Finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 100 To: Gary Merlino Construction Date:08 /26/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RW03 & RW -RW04 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Install Tuff Post High Performance Channelizer Post, Tubular Style, 48 ", white with 3 red reflective bands, manufactured by Impact Recovery Systems, San Antonio, TX at the dead end at 133rd and near the end of the MSE wall at the double driveway as shown on the attached Exhibit. Reason for modification: There is nothing enforcing the dead end at 133rd other than the mountable curb at TIB. The objective is to allow emergency vehicles access up 133rd while keeping the general public from using this route. The additional guidepost at the double driveway is to keep vehicles from driving over the end of the MSE wall that ties the driveway to the back of sidewalk. Work under this Field Directive modification will be accomplished: a With work to start immediately and determination of the change to the contract price to be tracked by Force Account: Phase 3 — Property Restoration. o With no change in contract completion date. Performance of this Field Directive is authorized by all signatures below: Accepted by: 1/Wa7 Contractor's Rep — Name ;1"?..4),.1 . n/ay. Approved by: Verified by: City Construction Engineer Date City Construction Inspector Date cri I- va (,) 2 ,.. O LL Q O 0 0 D Z C9 W "' w kt; <o z aZa Z cr (n D � u-v Z CC 0 ti P- 0z< O O Q Q 0 0 Q• Z } O <00 Q� O 0Q Z O 0W UZz ¢OZ O • F- U § • • -..---4 ■:01. 0 / / • • / II if IgAMINIZO IS 1 (' 09- 006(av) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 048 Sheet 1 of 1 You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Perform explorative excavation to locate the existing drain line and provide a T connection to new Type 1L CB to be installed at the low point on the shoulder of the roadway at approximate Sta 223 +00 LT per Field Directive #47. This is an administrative Change Order to back out the amount previously paid under the Force Account items shown on the attached spreadsheet. The provisional payment shown will be credited back against the specific FA(s) listed and the final total paid as shown below. This change will be compensated with a new line item added to Schedule A, Phase 2, Drainage. There is no time impact for this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. Contractor /'16t2 -h4 (-044T. ACCEPT. D: Date By l �t 4 `ter - Title Original Contract (without tax) $ 12,255,380.001 APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 553,160.91 ✓Date 3-ho-ii //f This Change Order (without tax) $ 5,770.77 ✓By REV. CONTRACT AMOUNT $ 12,814,311.68 ✓ ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) / Spa f 0216/A/.46,5 cc:A Finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 47 To: Gary Merlino Construction Date:3 /18/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RW03 & RW -RW04 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Intercept the existing 18" concrete storm pipe and install a new Type 1L CB at the low point in the west shoulder of TIB at approximately Sta 223 +00 LT and per the attached exhibit. Reconnect the existing storm pipe to the new structure to provide the same through flow to the outfall north. Dig back into the shoulder to the west approximately 8' to intercept the existing 8" (assumed) perforated drain line and provide a T connection into the back of this new structure. Reason for modification: Recent work in this area may have damaged the drainage system along the west shoulder of the roadway causing excessive ponding on the edge of TIB. This additional drainage feature should provide an outlet to water pooling at this location regardless of the source. Work under this Field Directive modification will be accomplished: ❑ With work to start immediately and determination of any change to the contract price to be tracked by Force Account, Phase 2 - Drainage, Minor Change. ❑ With no change in contract completion date. Performance of this Field Directive is authorized by all signatures below: Accepted by: �,.�'� °r-sl`t�� —" Contractor's Rep — Name Approved by: Verified by: 37%3011 City Construction Engineer Date City Construction Inspector Date I I I I I I I I I I I i 1 I I I I I I 1 I I I I I I I I M 3 0_ 3 F r • • 09- 006(au) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 047 Sheet 1 of 1 DATE: 12/29/10 BUDGET NO.: PROJECT NO.: 95 -RWO3 CONTRACT NO.: 09 -006 (4. u. PROJECT NAME: Tukwila International Boulevard Phase 2 &3 TO: Gary Merlino Construction Attn: Curtis Nakamura, PM You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Install break away bolts on existing luminaire at Sta 147 +80 RT per Field Directive #34. This is an administrative Change Order to back out the amount previously paid under the Force Account items shown on the attached spreadsheet. The provisional payment shown will be credited back against the specific FA(s) listed and the final total paid as shown below. This change will be compensated with a new line item added to Schedule B, Phase 3, Street Lighting. There is no time impact for this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date By c Contractor //Mut -0 (0%57- Title e/zoJ, /116(2. . Original Contract (without tax) $ 12,255,380.00 /APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 552,106.42 1 Date This Change Order (without tax) $ 1,054.49 By REV. CONTRACT AMOUNT $ 12,808,540.91 3 iolr ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) i 5to/ /6 // 4cS cc. _ _� Finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 34 To: Gary Merlino Construction Date: 2/4/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2&3 Seattle WA 98108 Project No.: 95 -RW03 & RW -RW04 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Add break away couplings to the existing luminaire base at Sta 147 +80 RT. This will be in addition to raising the base to final grade as required in the original. plans. The City will pay for the material cost of the break away couplers and minor modification to the existing bolts once the pad has been adjusted to grade. Reason for modification: The existing luminare base did not have the break away bolts desired for this location. Raising the pad to the new grade actually makes retrofitting the existing base any easy conversion at this time. Work under this Field Directive modification will be accomplished: ❑ With work to start immediately and determination of additional compensation tracked using Force Account - Minor Change, Roadway. ❑ With no change in contract completion date. Performance of this Field Directive is authorized by all signatures below: Accepted by: Approved by: Verified by: Contractor's Rep — Name feol, 7'. le ty Construction Engineer City Construction Inspector l cc) Date Date 71 Z �7 /6 Date 09- 006(at) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 046 Sheet 1 of 1 You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Expose and remove thin pavement section on 132 "d. If pavement is less than 3 -4" thick, continue to remove pavement up to plan limit as detailed in Field Directive #83. This is an administrative Change Order to back out the amount previously paid under the Force Account items shown on the attached spreadsheet. The provisional payment shown will be credited back against the specific FA(s) listed and the final total paid as shown below. This change will be compensated with a new line item added to Schedule A, Phase 2, Roadway. There is no time impact for this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date 3iM ( Contractor M6Rtj+.4) Coh,S. -r. By �u�j YI. --�-- -- Title .eft-O.N. Mt,,a Original Contract (without tax) $ 12,255,380.001 APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 550,242.55/ Date 3 - ID • 11 d:.p Ir /iii // This Change Order (without tax) $ 1,863.87'By REV. CONTRACT AMOUNT $ 12,807,486.42 ✓ ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) 5/-6'1 2 d4(6/A//46--S cc: Finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 83 To: Gary Merlino Construction Date: 7/7/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RWO3 & RW -RWO4 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Remove the thin pavement section at 132nd tie -in as shown on the attached Exhibit. Check clean pavement edge along the east side of removal and determine whether further removal is required to provide adequate pavement thickness at the intersection. If existing pavement depth is less than 3 "-4" at initial removal limits continue removal to secondary or worst case removal limit as shown on the Exhibit. Final determination of the removal limits will be made based on the results of the initial investigation. Remove and replace subgrade within removal limits to allow full depth pavement per typical section on sheet 62. Reason for modification: The per plan pavement grind on 132nd exposed subgrade in the NW quadrant of the grinding limits. New pavement patches exist on the north and south boundaries of 132nd that confine the possible thin pavement section to a 17' wide area in the middle of the road. Removing the pavement back to a clean cut line on the eastern edge will allow us to determine how much of the pavement needs to be removed and replaced at the new depth. Work under this Field Directive modification will be accomplished: ❑ With work to start immediately and determination of the change to the contract price to be tracked using Force Account: Explorative Excavation - Phase 2, Roadway for initial investigation and grade prep with pavement replacement paid by Unit Price — Prelevel. ❑ With change in contract completion date evaluated using Time Impact Analysis. Performance of this Field Directive is authorized by all signatures below: Accepted by: Approved by: Verified by: Contractors Rep — Name X1!0 • City Construction Engineer City Construction Inspector Date (._.) ry (./.) 0 C.) < 0 ° ., / CONSTRUCT • CO ".. T4444.4.4 16,1kiNtPXVILVW1/4. "s. 1 NA rt,.. ..< t (r) • \'`,- 1—(!;%) 'Mt 1 I • FA Sheet No.: 207 DAILY REPORT OF FORCE ACCOUNT WORKED Project Name: TIB Ph2&3 Improvement Project Project No 95-RW03-04/Contract Item No.: :F1 =MiriOrChatie;-Pha'Se.2 --:ROadlkay Date:. Description of Work: F!.er:FD:#,9a:::s'.:-.x.. shallow pavement on 132nd was removed, SUbgrade::.::. exPOS4d.a.ti.,;(0.01a:0*600-ontit a 47: preleVel:phd overlayed is paced. Prime Contractor: Gary Merlino Const. Work by Subcontractor?: No . Sub-Contractor: St« NAME CODE OCCUPATION -TSEMIMFEMVK STRAIGHT TIME OVERTIME Hrs Hourly Rate Firs OT Rate 3,741M- DOLLAR AMOUNT Robert J: Salle GMC-FR2 Job Foreman 3:50 $ 68.56 $ 94.70 239.96 Rafael.Santas • GMC-LA9 Laborer 9 $ 46.33 $ 64.70 162.16 Erid GMC-LM Laborer Apprentice B 36.87 $ 50.51 129.05 Todd:Charchenkti •• GMC-LA5 Laborer 5 $ 43.69 $ 60.74 152.92 SUBTOTAL - LABOR: $ LABOR OVERHEAD & PROFIT @ 29% $ LABOR TOTAL $ 684.09 198.39 882.48 110AVIR4144-741SEQUIR " ..0.44144.17 ,gptirWIMWAltigAP*10110,0" EQUIPMENT OR ATTACHMENTS Equipment # • Equipment Description OPERATED STANDBY Hrs Hourly Rate Hrs Standby Rate DOLLAR AMOUNT Flatbed Truck, F-800 2.00 33.11 4.46 72.91 40-923 Air Compressor, Portable 18.92 2.06 66.22 Loader, 938G 53.87 10.56 53.87 24-047 2 Tractor Backhoe, 580L 30.72 5.38 107.52 SUBTOTAL - EQUIPMENT $ EQUIPMENT OVERHEAD & PROFIT @ 21% $ EQUIPMENT TOTAL $ 300.52 63.11 363.63 rtgglSfifat.A.,,,Aq-AWWMIVIC AirotimisfsEforgepaREarA s5' IBM At, 4:4441 MATERIALS / SERVICES Taxes Quantity Units Unit Price DOLLAR AMOUNT 9.5% 171.37 SUBTOTAL $ OVERHEAD & PROFIT © 21% $ TOTAL $ 171.37 35.99 207.36 Verification of Hours Worked: Contra • or's R It - Ivi.. AO Date ZERTIIIMINITIRIN-'..■thel Date-Z: I 1 A. Pay Estimate Entered: to 6 ,-04-4.- C,t). Date: By: TOTAL: $ 1,453.47 12% MARKUP (for prime when subcontract work) SHEET TOTAL: $ 1,453.47 File. 500.025 TIB Ph2&3 FA #207-Final.xls Template Updated: 08/04/2010 TOTAL PRELEVEL 105.93 Tons Stations Length (ft Width (ft.) Depth (In.) Area (sf) Volume (cf) Volume (cy) Tons I Sta. 1 Sta. 2 147 +75 148 +25 50 13 0.05 650 16.93 0.63 1.29 148 +25 148 +75 50 13 0.06 650 20.31 0.75 1.54 148 +75 149 +25 50 13 0.04 650 13.54 0.50 1.03 3.86 149 +25 149 +75 50 13 0.07 650 23.70 0.88 1.80 149 +75 150 +25 50 13 0.07 650 23.70 0.88 1.80 150 +25 150 +75 50 13 0.06 650 20.31 0.75 1.54 5.14 151+25 151 +75 50 13 0.08 650 27.08 1.00 2.06 151+75 152 +00 25 13 0.02 325 3.39 0.13 0.26 2.311 153+55 153 +65 10 23 0.08 230 19.17 0.71 1.46 153 +65 153 +75 10 23 0.15 230 33.54 1.24 2.55 153 +75 153 +85 10 23 0.08 230 19.17 0.71 1.46 153 +85 153 +95 10 23 0.17 230 38.33 1.42 2.91 153 +95 154 +05 10 23 0.21 230 47.92 1.77 3.64 12.01 154 +05 154 +15 10 23 0.21 230 47.92 1.77 3.64 154 +15 154 +25 10 23 0.21 • 230 47.92 1.77 3.64 154 +25 154 +36 10 23 0.17 230 38.33 1,42 2.91 154 +35 154+45 10 23 0.08 230 19.17 0.71 1.46 11.64 160 +75 161 +25 50 13 0.05 650 16.93 0.63 1.29 161 +25 161 +75 50 23 0.05 1150 29.95 1.11 2.27 162 +10 162 +20 10 23 0.05 230 5.99 0.22 0.45 162 +20 162+30 10 23 0.04 230 4.79 0.18 0.36 162 +30 162 +40 10 23 0.02 230 2.40 0.09 0.18 162 +40 162 +50 • 10 23 0.13 230 • 14.38 • 0.53 1.09 162 +50 162 +60 10 23 0.08 230 9.58 0.35 .0.73 6.38, 163 +50 163 +60 10 23 0.05 230 5.99 0.22 0.45 163 +60 163 +70 10 23 0.07, 230 8.39 0.31 0.64 163 +70 163 +80 10 23 0.04 230 4.79 0.18 0.36 164 +13 164 +38 25 23 0.05 575 14.97 0.55 1.14 2.14 164 +38 164 +63 25 13 0.10 325 16.93 0.63 1.29 164 +63 164 +88 25 13 0.08 325 13.54 0.50 1.03 164 +93 165 +08 15 13 0.17 195 16.25 0.60 1.23 165 +08 165 +23 15 13 0.21 195 20.31 0.75 1.54 165 +23 165 +38 15 13 0.27 195 26.41 0.98 2.00 165 +40 165 +53 12.5 13 0.23 162.5 18.62 0.69 1.41 165 +48 165 +63 15 13 0.27 195 26.41 0.98 2.00 165 +62 165 +76 14 13 0.19 182 17.06 0.63 1.30 165 +76 166 +10 34 13 0.17 442 36.83 1.36 2.80 166 +10 166 +45 35 13 0.21 455 47.40 1.76 3.60 18.20 167 +60 167 +70 10 13 0.09 130 6.09 0.23 0.46 167 +70 167 +80 10 13 0.13 130 8.13 0.30 0.62 167 +80 167 +90 10 13 0.15 130 9.48 0.35 0.72 167 +90 168 +00 10 13 0.16 130 10.16 0.38 0.77 168 +00 168 +10 10 13 0.17 130 10.83 0.40 0.82 168 +10 168 +20 10 13 0.14 130 8.80 0.33 0.67 168 +20 168 +30 10 13 0.13 130 8.13 0.30 0.62 168 +40 168 +50 10 13 0.10 130 6.77 0.25 0.51 168 +45 168 +55 10 23 0.13 230 14.38 0.53 1.09 168 +50 168 +60 10 23 0.13 230 14.38 0.53 1.09 ftv3 Ph.3 4113 Pk3 168 +60 168 +70 10 23 0.13 230 14.38 0.53 1.09 168 +70 168 +80 10 23 0.10 230 11.98 0.44 0.91 168 +80 168 +90 10 23 0.15 230 16.77 0.62 1.27 168 +90 169 +00 10 23 0.19 230 21.56 0.80 1.64 168 +95 169 +05 10 23 0.19 230 21.56 0.80 1.64 13.92 169 +00 169 +10 10 23 0.17 230 19.17 0.71 1.46 169 +10 169 +20 10 23 0.14 230 15.57 0.58 1.18 169 +20 169 +30 10 23 0.10 230 11.98 0.44 0.91 169 +30 169 +40 10 23 0.07 230 8.39 0.31 0.64 4.18 189 +90 190 +25 35 13 0.05 455 11.85 0.44 0.90 190 +25 190 +55 30 13 0.06 390 12.19 0.45 0.93 190 +55 190 +85 30 13 0.02 390 4.06 0.15 0.31 2.13 132 nd 20 9 0.33 180 60.00 2.22 4.56 ✓ ,09- 006(as) (Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 045 Sheet 1 of 1 You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Modify 37th Ave curb and sidewalk elevations to match new CB #43 final grade. 37th Ave south end tie -in pavement removal and repaving limits have also been modified to smooth transitions between' existing road profile and new pavement section, per attached Field Directives #74 and #75. This is an administrative Change Order to back out the amount previously paid under the Force Account items shown on the attached spreadsheet. The provisional payment shown will be credited back against the specific FA(s) listed and the final total paid as shown below. This change will be compensated with a new line item added to Schedule B, Phase 3, Roadway. There is no time impact for this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTE Date 3/,` 1 Contractor /462.UNo T, By Title Raps). f'i 6/2- . Original Contract (without tax) $ 12,255,380.00jAPPROVED BY THE CITY OF TUKWILA Previous Change Order $ 541,852.201 Date 3 -10. 1 This Change Order (without tax) $ 8,390.351 By REV. CONTRACT AMOUNT $ 12,805,622.551 ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) / 5 /-0./ a UlL(6//U S cc• Finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 74 To: Gary Merlino Construction Date: 6/18/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2&3 Seattle WA 98108 Project No.: 95 -RW03 & RW -RW04 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Modify curb elevations on the 37th curb returns per the attached Exhibit. Adjust the sidewalks and CB #42 to final grade to match the new curb elevations. Refrain from completing the ditch excavation shown in Field Directive #64 until Seattle City Light secures the existing pole from additional excavation. Also reference the Exhibit for FD #75 for cross slope information through the 37th curve. Reason for modification: Curb elevations at select points as given in the design are not consistent with desired cross slopes and do not provide the best fit profile at TIB. The result is a "speed bump" along the southbound outside lane of TIB and a potentially hazardous cross slope on the curve at 37th. Minor modifications to the per plan grades will solve these issues with a minimal amount of effort. Work under this Field Directive modification will be accomplished: ❑ With work to start immediately and determination of any change to the contract price to be calculated by Force Account and Unit Price adjustments. Effort to adjust curb grades and the elevation of CB #43 to be tracked by FA: Minor Change - Phase 3, Roadway. Effort to bring the pavement to the new edge profile to be compensated using unit price quantities for Prelevel. Engineer will provide a calculated quantity for the Prelevel. ❑ With contract completion date extension evaluated using Time Impact Analysis. Performance of this Field Directive is authorized by all signatures below: Accepted by: i t,,s.' Lpy }��-` Contractor's Rep — Name 70-'1 . Al Approved by: Verified by: City Construction Engineer • Dae' 3/3/11 Date City Construction Inspector Date NS�r o 000= t. 1■ g a a lltS 1331s ea1 sus 3Nn =WI a9Al 41 eitt 0® Q® ® ® ® 0®® 13345 SZ+YDI VAS 3/in }MYll 1 Vi'ir Mil M A +'� � lit a 1 �� gg 3r1 .j. i am .-T FY O:1:- g a a lltS 1331s ea1 sus 3Nn =WI a9Al 41 eitt 0® Q® ® ® ® 0®® 13345 SZ+YDI VAS 3/in }MYll 1 Vi'ir Mil M A +'� � lit a 1 �� • • Its all0 CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 75 To: Gary Merlino Construction Date:6 /18/10 9125 10th Ave So. Project Name: Tukwila intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RW03 & RW -RW04 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Modify the south end 37th paving removal limits as shown in the attached Exhibit to provide a smooth transition to the existing grades on the uphill.end of the project improvements. Reason for modification: • Inadequate information was given in the design for the transition between the proposed 2% cross slopes and the existing grades. In addition, the roadway grade goes through a hole just south of our proposed tie -in location caused by a structural failure of the roadway on the eastern half of 37th This failure is accentuated by our proposed tie -in geometry. The drainage modifications on the west side of 37th in this area (called for with Field Directive #60) already requires replacing 1/2 the roadway pavement to repair the drainage trench resulting from this work. A slight extention to the south for the entire tie -in will fix the structural failure and provide a smooth transitioin to the project improvements at a minimal extra cost. Work under this Field Directive modification will be accomplished: ❑ With work to start immediately and determination of any change to the contract price to be tracked by Force Account and Unit Price adjustments. Effort to remove existing pavement and prep subgrade to new elevations to be paid by FA: Minor Change — Phase 3, Roadway. Pavement replacement to be paid using Unit Price quantity adjustment for Prelevel. Engineer will calculate the quantity for prelevel in extra removal area. ❑ With contract completion date extendsion evaluated using Time impact Analysis. Performance of this Field Directive is authorized by all signatures below: Accepted by: l Af;i5 `= Contractor's Rep — Name f Date Approved by: Verified by: City Construction Engineer Date City Construction Inspector Date • • 1 MPhil WEI 1 a E 9 L1 0 Washington State '; Department of Transportation • Field Note Record (Sketch Grid) Book No. Page No. 1/1 DOT Form 422 -838 EF Revised 9/98 Contract No. 95RW -03 & 04 Station 21 +92.94 Line 37th Ave So. C/S Staked By Date July 12, 2010 Work Started June 29, 2010 Work Completed June 29, 2010 Calculated By I Date Chan S. 7/12/10 Checked By I Date Inspector's Signature !Date 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JLtelo c.g N-t 81T tie ' • '•� `��:.,. - ..•`f' • - _ N • 1 , + • 'A ?46 & bt 1 ouM_ ilA v L✓ ikktia t � ` ` � a; <..• r,..... GENERAL HO7E9 .t ► I. 8 MV 9FF7 y } MAX MAX XXXIXXXXI MU. G ..• Xal XVXIAXXXl 3/100 RR OWNOIL>IOV ^j ....„ rv: rg WM NO C�;¢pg. lfrAkt aster. �`:,;..I. m /. ,.: ,'•4. .,•y .Tn Mow( ,.,'�.^ i.�• `'. Y' MAL w •... •. __ ` `( a II 011011. I % Tu 1Uan>wu7o isouL Akn' : ._ J ; : 0 s');`'.h"ivo . ,:•.",; ;...17 he t eu leua.se".1 o ...0 to ML�LLI • F:' V .� u, Y, .ION A C t at WOO 0 it . 7YPICAt I _ 0 • • !X 30 /Y 4 3' 1 - iso &F ;,-7.7 7 CY g7.774H x, ...Af o.11/44 - S6.9 Ta Nom, Item No. Item Grou No. p Date Unit Quantity • RAMS No. Basis of Material Acceptance CAPS Entry No. Initia s Est. No. Post OK F11 HMA 1/2" Prelevel F 6/29/10 Ton 56.9 0035 Field Inspected u,a *..1,1 DOT Form 422 -838 EF Revised 9/98 • 09- 006(ar) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 044 Sheet 1 of 1 DATE: 12/29/10 BUDGET NO.: PROJECT NO.: 95 -RWO3 CONTRACT NO.: 09 -006 Ce?-r1) PROJECT NAME: Tukwila International Boulevard Phase 2 &3 TO: Gary Merlino Construction Attn: Curtis Nakamura, PM You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Modify curb elevations between Sta 176 +67 LT to 196 +42 LT by raising it with addition subgrade material. Adjust elevations to Engineer's revised calculation sheets, attached on Field Directives #43 and #50. This is an administrative Change Order to back out the amount previously paid under the Force Account items shown on the attached spreadsheet. The provisional payment shown will be credited back against the specific FA(s) listed and the final total paid as shown below. This change will be compensated with a new line item added to Schedule A, Phase 2, Roadway. There is no time impact for this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date 1 -W t By Original Contract (without tax) $ Previous Change Order $ This Change Order (without tax) $ Contractor /WUio (off• Title Pry. M (>t-. 12,255,380.00 J/APPROVED BY THE CITY OF TUKWILA 535,133.12 /Date 3.10 6,719.08'By REV. CONTRACT AMOUNT $ 12,797,232.20 J ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) / 6 fi d.. 0 i. /6///(4-L S cc: Finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 43 To: Gary Merlino Construction Date:3 /16/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RWO3 & RW -RWO4 Attn: Curtis Nakamura Contract No,: 09 -006 Work to be performed: Modify curb elevations between 181+63 Left and 1964-42 Left per the Engineers markup of Construction Grade Sheets attached. Reason for modification: The top back of curb elevations appear low when using the design fill elevations compared to existing pavement within 2' of the face of gutter. An independent check of survey offset elevations shows these offsets to be generally within 0.04' of contractors surveyed grade. The designer modified the fill calculations to make a better fit to the existing cross slopes. Work under this Field Directive modification will be accomplished: o With work to start immediately (if not sooner) and determination of any change to the contract price to be tracked by Contractor and City for equitable adjustment Change Order. Anticipated extras include additional manpower, equipment and material to adjust to final grade as provided from original planned grade. o With no change in contract completion date. Performance of this Field Directive is authorized by all signatures below: Accepted by: p Contractor's Rep - Name &os. V3z:/a itle a Date ./41FA1/4-e Approved by: Verified by: onstruction Engineer City Construction Inspector z-7 /1z, Date P JOB NO. REVISIONS TO WEST SIDE CUT&FILl, p 1 of 2, (by KPG, 3- 11 -10) CONSTRUCTION GRADE SHEET JOB NAME INT BLVD 2 &3 CONST. TYPE CURB STAKING LIMIT OR LOCATION PAGE DATE PLAN REF SHEET A.; STATION STAKE - DESIGN: G - . • ... CUT(- j�,i4,FlLL( +) OFESgT - REMARKS -. • .'.; .. . ELEV. 196 +42.7, -35.8L 112 ;15 ., 112.58. ,... : 0.43 ems, 8 08. TBC 196+00,32.27 ` . 113.46 _ 1 OS TBC 195+85.02,311 113.91 1!I4,34 0.43: 0;56 :. Q&TBC . 1951-5(2:31(.4_ , .115.01 ti , 115:40' • S: 0.39, .4.560. el TBC . 19501 L ... 3 • 116.53 -.' • 116.94 , 0.41 - c . O'1. Q OS.TBC. .. - • 19450, 311 118.11 118.44, O .; 194; r; 311 119:52. 119.8a,.. J. ; 0:37 p, sca 9S. TBC. . 193+50011,.. .. '121.01 • . 12'x; " • - . " • 0:32 0.65' 6 ;}S. TBC 192+50,31 .1 ' .'' 1; 124: - '1 .' 2. i. *,:.: t# 6C : / +ii+� '� } /0:22 0.4 • 0", l j . i - 191+50 3'!'I"t" 042 ,1 1: '• C . �i 191 +()Q; 3111 128.:8 . 129:44. ,. 9, 0.5 -N.6C ` 6101: BG' • 190+5041-k . 140.82 131.30* i .0.48 ,p, (v 3 5 OS; lac 190+_00,311 132.04" 13316 0.22fi47 6 .. .. C O 18 9+"50,11 134.1)3 135.31. . 0.38 6 1BC �0.7� , 189+00, 1 _ 136.56 131`':25 _ :1, . 0.69 2. t4 abt TBC: , 188+49 .90, 311 13$.30. 138.99 • 0.69 ,.9,01.. 6 OS TBC, 188 +oo. COL 139.66 140.30 0.64 6 07 6.0,$ TBC • 187 +50, 291 . 141.05. 141.51 . . 0.46 0,135' 0 QS TBC., 186+99.4, 281 142.47 • 142.60 013 A 0. 6 OS TBC: • W.E. COATES SURVEYING CONSTRUCTION SUt VEY1N0 SERVICE 9825 GLORYOR SE OLYMPIA, WA. 98443. (253) 877-3049 MO9JLE (360) 584-9914 FAX I9 -95-,o s7169". Zo' grro 37 r Checked by: 1��i`�s�Z JOB NO. REVISIONS TO WEST SIDE CUT&FILL p 2 of 2, (by KPG, 3- 11 -10) CONSTRUCTION GRADE SHEET PAGE DATE PLAN REF SHEET JOB NAME INT BLVD 2 &3 CONST. TYPE CURB STAKING LIMIT OR LOCATION WEST SIDE STATION STAKE DESIGN GRADE ...CUT( -),I FILL( +) • OFFSET REMARKS ELEV. . 186+00 281. 145.48 1 .98 0.50 .0.9 6 OS TBC 185+50, 281 • 146.94 • 0.30 0, 6 OS TBC . • 185+00, 2 8 1 148.18 148.56 • 0.38 A 6 ' 6 OS TBC 184+50, 281 149.67 150.16 I- 0.49 X1..0.5 6 OS TBC 184+00,281 151.16. 151.76 ✓ 0.60 0.3 6 OS TBC 183+50, 281 152.63 153.36 V- , - 0.73 .0, 07 -OS TBC 183+00, zst: 154.03 154.96 V - 0.93 ©.9D 6 OS TBC 182+91.39 .: L 154.37 155.21 0.84 0, - / `. 6 OS TBC 182 +50, 28.90 156.43 ✓ 0:90 0 'r 6 OS TBC 182+00, 29:88 `- 1 • , • - 157.90 ✓ 0.76 O, i,7 6 181+63.81, 8 168.' 0 -: 158.97 4f 0.77 '):f'7 .: 6 TBC 171+00, 311 187.28 187.62 0.34 0,41. 6 OS TBC 170 +50, 311 188.84 189.15 0.31 12,4--4- 6 0S -TBC 170+00, 311 190.35 190.68 0.33. 4-0 6 OS TBC 169.50, 31L 191.92 192.25 0.33 Q. 41 6 OS TBC 169+00, 311 .193.37 193.81 0.44 /P.4-0 6 0S -TBC 168 +50, 31L '194.85 195.38 ,, 0.53 0,61 5 OS TBC 188+00,311 196.17 . 196.78 0.61 0.57 5 OS TBC • 167 +50, 31L 197.64 198.18 0.54 &. #i3 5 OS TBC 167 +00, 311 199.14 199.58 0.44 41. 5 OS TBC W.E. COATES SURVEYING CONSTRUCTION SURVEYING SERVICE 9825 GLORY DR SE OLYMPIA, WA. 98413 (253) 677-3049 MOBILE (360) 584 -9914 FAX Checked by Date: - tgoft-rik Scoot) U w4'9 gam CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 50 To: Gary Merlino Construction Date:3 /22/10 9125 10th Ave So. Project Name: Tukwila intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RW03 & RW -RWO4 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Modify curb elevations between 176+67 Left and 181 +64 Left per the Engineers markup of the Pipeline Grade Sheet attached. Reason for. modification: The top back of curb elevations appear low when using the design fill elevations compared to existing pavement near the face of gutter. The designer modified the fill calculations to make, a better fit to the existing cross slopes. For the area near the north end of the bus pull out only nominal adjustments are necessary. Work under this Field Directive modification will be accomplished: o With work to start immediately (if not sooner) and determination of any change to the contract price to be tracked by Contractor and City for equitable adjustment Change Order. Anticipated extras include additional manpower, equipment and material to adjust features to final grade as provided from original planned grade_ o With no change in contract completion date. Performance of this Field Directive is authorized by all signatures below: Accepted by: -� Contractor's Rep — Name Peat Mts,c, 6/30/O `O �Ie 'P Date Approved by: Verified by: tty struction Engineer City Construction Inspector (172 --7/( Date JOB NO. • PIPELINE GRADE SHEET PAGE NO. JOB NAME INT BLVD 2/73 TYPE OF PIPELINE LIMIT OR LOCATION DATE PLAN REF. SHEET • STATION STAKE ELEV. DESIGN GRADE CUT( -) / FILL( +) SLOPE PER FOOT OFFSET REMARKS 176 +67.55 MATCH 177 +00 169.45 170.54 1.09 0. SI 6 OS TBC 177 +33.43 169.27 169.56 0.29 0.5-3 6 OS TBC 177 +50 168.84 169.08 0.24 aSS 6 OS TBC 178 +00 167.32 167.62 0.30 6,-,f- OS TBC 178 +50 165.85 166.16 0.31 0, 56 6 OS TBC 179+00 164.38 164.70 0.32 0.51 6 OS TBC 179 +25 163.94 164:36 0.42 0. 6,3 • 6 OS TBC . PC 163.48 164.03 0.55 . i t 6 OS TBC PT 163.44 164.05 0.61 p, 61 6 OS TBC PC 163.03 163.96 1,1 y 0.93 O:i`S= 6 OS TBC PT 162.68 163.72 1, O. 6 OS TBC 31 1.04 180 +50 161.65 162.92 1;29 1.27 6 OS TBC PC 160.65 162.10 1.30 1.45-43-44- 6 OS TBC PT 160.22 161.51 'I 2' 1.29 ,C,,9‘1. 6 OS TBC iti Adis) I►L4 (r t ..'"tit' L . . & W.E. COATES SURVEYING CONSTRUCTION SURVEYING SERVICE 9825 GLORY DR SE OLYMPIA, WA. (253)677 -3049 MOBILE (360) 584 -9914 FAX Checked by: Date: e /Sew %/G )4v/,j k FC '2-416 ce , /1.3 3 1 1 • 1 t00+6L.I. VIS Nibtlikveavaravittiamtvazve R5 INTERSECT1ON CURVE DATA VERTICAL r--- r-- co cc) CD 120 CD 00 C P•c1- CV c." = co f■ r--- r-- r■ cp ..— .-- I— r- r 1.1.- 0 < z 7- 0 —I L4-4 .st• cv ..-* I HORIZONTAL CY) It) • cc Lei c: .,:,-, CD - c . +ID in za u-) co + c co 14, -cl- N ,-- co tri 4 t45 r--. cJ 1 11 11 11 11 1 (...) i-- CI- 1...-1 1— .- .--- Zvi 1.3]HS 00+6/.1. VIS ]Nil avilitI0111111113,111M011111M111111VIL ellw.geb • • • r _ J 5 ..)- J 1 . J - =. _ —1 <C c= Lii ... r-- r-- co co c::, 1: co c, co <0 "rt' CV 03 0 0) 0, 0)0) (") 0 0.-- t.i.(-0 <1 <3 •1 C) 0 --I LLI ....•4- ...s.4 ....t. ,— W Co I HORIZONTAL 0) to (r.) I-- '..(0 re) I— trj = to cc; f= ro 7,... — .. to -4- ID ..-- ;;-.3 LO CN1 CV Nr— ••-•' "4" 1 II 11 II II I (.) 1- o_ <1 CC --I I— 0- Ng, ci(C2-FLL.1- VIS ONSTR . CURVE DATA C1 IMMO!. On, • • Z-17 133-1S 00+6LL \LS ]1\111 :ONSTR , CURVE DATA C1 L 1 00 c) oo co -.4- cy co CD CD (7) 0, 01 -- 0 Lt_ 0< = >. - CL ld CD -4 ..:1 <3 c-) rtv I HORIZONTAL (2) ... LO to Fr) 1,0 I- = - r, .-- V2 11, -41- pi r, c4 1 11 II II II I C.) a 1- :ONSTR , CURVE DATA C1 *t S-% Zi7 133HS 00+6L1. VIS 3N11 Vc• Cto no -.1§14,t • .01.1■11. c _ C J )- e 5 .., , 5 - , J 3 = ‹ 0 p= = 1.1_, > Amp. r- r-- (0 .(0 C> 1?: co co oo co •<1- Csi =D GO C) cn 0) 0) 0) CC) N. h h h CD 0< ›... -- 0- LJ CD <1 <1 <1 C] C> __I LIJ ...:* ...CV f--- I-LI CD .------=--,r-F--- u j I HORIZONTAL q? t tr) 0 rx ro u5 = r) ... 7.... - - to 4_ I 11 11 11 11 1 (-) 1- D ;ONSTR , CURVE DATA C1 c.1 r-- c.1 ± cv co 1 uD co tr) 1-- Cfl '+LL1. V1S LJ 11■11110M 1 ZS' 1331-1S 00+6L1. V1S 3N11 a. awasualmomillorm 1112"111 iilalsavalmawanatimma, C C I , 5 , r• -I 3 = .... j -.:C CD P= = CO —, (j) CD 03 0/ (7) 0) --' = CO N N- b r-- CD 0 1.4.. CD <C >- CL Lu (D <1 -.43 <I CI 1— W CD .=• • • •••=,Pr)-** 4-1 I HORIZONTAL CT) tf) I- Lei CC tr) cd CC r•-) 7-... - - - Lo -__ r--. (o Lr) -a: vi N c,i 117,-.3 1 11 11 II 11 1 () F- a_ <1 Cc I 1— 0 T£' V1S ;ONSTR CURVE DATA C1 CNJ r r-: C■1 ± csi co 09- 006(aq) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 043 Sheet 1 of 1 You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Swap the manhole lid from CB # 35 to CB #51, rotate opening so there is clear access to both sides of weir. 'Remove and replace pavement over CB #56 to adjust structure to grade. See details on attached Field Directive #73. This is an administrative Change Order to back out the amount previously paid under the Force Account items shown on the attached spreadsheet. The provisional payment shown will be credited back against the specific FA(s) listed and the final total paid as shown below. This change will be compensated with a new line item added to Schedule B, Phase 3, Drainage. There is no time impact for this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date yam 1 Contractor A6(4t,11v0 CokS'r. By L'------- - Title PP-04. Mt,A.. Original Contract (without tax) $ 12,255,380.00 /APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 528,649.05 /Date 3- 10 - I I This Change Order (without tax) $ 6,484.07'By REV. CONTRACT AMOUNT $ 12,790,513.12 krow // ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) ,/$ �f a cy l Gi/1/4.C-S cc: - Finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 73 To: Gary Merlino Construction Date: 5/27/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2&3 Seattle WA 98108 Project No.: 95 -RW03 & RW -RW04 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Modify CB #51 and CB #56 lid configurations as shown in the attached Exhibit to allow surface access to both sides of the weir structure. Remove and replace pavement over CB #56 to perform the adjustment at this structure. Structure #51 has not yet been adjusted to final grade. Use the existing lid from CB. #35 in place of the single hole lid at CB #51. Reason for modification: The current design does not provide maintenance personnel the ability to clean the flow splitting structures without confined space entry into the structure. The modified lid position will allow at least limited surface access for the vaccum truck to both sides of the flow control weir. Work under this Field Directive modification will be accomplished: ❑ With work to start immediately and determination of the change to the contract price tracked by Force Account: Minor Change — Phase 3, Drainage. o With change in contract completion date evaluated using Time Impact Analysis. Performance of this Field Direotive is authorized by all signatures below: (itivtt Accepted by: Approved by: Verified by: C^onntractor's Rep — Name t v ,'vl L . CIALli City Construction Engineer Date City Construction Inspector Date • V-t- . o L A- ?3 6-5z rr r6$_6" BASE 1 • 12 "o DI 16"o HOLE ‘ iao t 2/3 BAFFLE 512-7 la IMPRESSION C6 -TI C7z io&� f .csrt •4 t ic" --rtP ut D )/L I p M C€A35. Qom~' N %OJ NON- SHRINK GROUT - POov is tLr ti-0 Ark - -ou fl C/t3T11.1.01. Pis% Lo CAT' W A©■ Fa'Hni HiUUELBER+GCEMENT C 4G01 SOIJIH ORCHARD TACO7►CX. 'WASHINGTON 9I4S6 (2x.) 47S -II8S!! FAX (2 3) 471.4747 5' -0" SECTION' 71?) �n�213 f1-64o DtK-vnvS X13 ExxN -� 6 iT 18 "O CPEP 24 "a HOLE +38 3/4" 5127k 0 BAFFLE IMPRES otw4ovs-) S .' NON — SHRINK GROUT °�Hansoi H EItPELBBRGCE 1'trl ENT .411101 SOUTH O M A G � 7 LTOf 11L44$ FAX (25t) 471 -4747 09- 006(ap) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 042 Sheet 1 of 1 You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; and C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived. D. The Contractor Must Submit all Field Overhead and Home Office Overhead rates for approval in advance of all Change Orders. CHANGE: Remove an abandoned manhole found near CB #111. Reconnect existing drainage pipes to CB #111. See attached Field Directive #69 for details. This is an administrative Change Order to back out the amount previously paid under the Force Account items shown on the attached spreadsheet. The provisional payment shown will be credited back against the, specific FA(s) listed and the final total paid as shown below. This change will be compensated with a new line item added to Schedule B, Phase 3, Drainage. There is no time impact for this Change Order. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except; as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTE: Date 1 Contractor /116,41,1‘,0 CoNST i By 61150' Title F,20 . M vt . Original Contract (without tax) $ 12,255,380.00/APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 526,990.54/Date 3- D. 11 ((SQo . 1/456 This Change Order (without tax) $ -17685-&1 REV. CONTRACT AMOUNT $ 12,784,029.05✓ ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) /S/ - L,2 O4'(6 //v/k_S cc: Finance Department (w /encumbrance); Construction Inspector; Construction Engineer; file: CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard, Suite #200 Tukwila, Washington 98188 Phone: (206) 433 -0179 FIELD DIRECTIVE # 69 To: Gary Merlino Construction Date:5 /25/10 9125 10th Ave So. Project Name: Tukwila Intl. Blvd. Phases 2 &3 Seattle WA 98108 Project No.: 95 -RW03 & RW -RW04 Attn: Curtis Nakamura Contract No.: 09 -006 Work to be performed: Remove /abandon brick manhole structure found at approximately 161 +10, 45' LT and reconnect existing drainage pipes to CB #111 as shown in the attached exhibit. Abandoned MH should be removed to a minimum 4' +/- below final grade. Existing 12" concrete pipe can either be extended to CB #111 using new 12" concrete pipe or connected to a 12" PVC SDR 35 pipe using a Mission shear resistant type coupling or a Fernco style coupling of the same type and routed into existing CB #111 prior to the new barrel installation called for with FD #68. Different manufacturers have different names for these couplings (shielded, strong back, Flex Seal). Consult your supplier for recommendations for this configuration (concrete to PVC w /restraint). The 6" PVC drain pipe should penetrate the CB #111 at a higher elevation than the 12" concrete extension. Field fit this connection. Reason for modification: A buried /abandoned MH was discovered during contract pipe removal. Existing pipes route through this structure to reach remaining drainage system and need to be maintained. Work under this Field Directive modification will be accomplished: ❑ With work to start immediately and determination of the change to the contract price to be tracked by Force Account: Minor Change - Phase 3, Drainage. ❑ With change in contract completion date evaluated using Time Impact Analysis. Performance of this Field Directive is authorized by all signatures below: Accepted by: - {J '4 9 Contractor's Rep — Name Approved by: Verified by: City Construction Engineer Date City Construction Inspector Date k- r 0 PP fl\ 0 iti\A -4 Q. 7- ,y ( N. j co g t 0