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HomeMy WebLinkAboutPermit D06-425 - Segment 5 - Westfield Southcenter Mall - FoundationD06-425 Westfield Southcenter Mall -Foundation 633 Southcenter Mall Due to the file size, this record has been broken down into 3 segments for easier download. Click on the following links to review the permit segments: Segment 1 - Westfield Southcenter Mall 006-425 Segment 2 - Westfield Southcenter Mall D06-425 Segment 3 - Westfield Southcenter Mall D06-425 Segment 4 - Westfield Southcenter Mall 006-425 Segment 5 - Westfield Southcenter Mall 006-425 VIII SHANNON �WWILSONsI�NC. SEATTLE • RICHLAND • FAIRBANKS • ANCHORAGE • ST. LOUIS • BOSTON • DENVER TRANSMITTAL RECEIVED !OCT{ 3 0 2007 4 V[t84YSSTREET, SUITE 100 DEVELOPI� O. Box 300303 SEATTLE, WASHINGTON 98103 206.632.8020 FAx 206.695.6777 DC(o-q2S TO Mr. Patrick Bums Date October 26, 2007 Company Westfield Corporation Phone OCTOBER . 26 2007 Address 633 Southcenter Parkway Fax 13 Tukwila, WA 98188 Job No. 21-1-20189-007 SUBJECT SOUTHCENTER MALL EXPANSION, Permit D06-425 THE FOLLOWING ITEMS ARE TRANSMITTED: ITEM DATE NO. DESCRIPTION DOCS OCTOBER . 26 2007 16 DAILY FIELD ACTIVITY REPORTS , THROUGH OCTOBER 25, 2007 SEPTEMBER 13 Per your request For your review Hello Patrick: - For your approvalor your information 'For your files - For your action - Return with comments - Other Attached are our field activity reports Nos. 151(revised) and 153 through 167 for utility trench backfill compaction observations. I'm available at (206) 695-6875 if you have any questions. Martin W. Page, P.E., L.E.G. Associate Cc: City of Tukwila Bayley Construction Mikk Sepp 21-1-20189-007 i%WV— r41VLJII c vv111-01J1V, ink" OEOTf�9HNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: October 25, 2007 REPORT NO.: 167 SW FIELD REP.: ELM PERMIT NO.: D06-425 OJECt N'AME!LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Sunny, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: go )14 G"' SCI Infrastructure, LLC from 0830 to 1030 from to CONSTRUCTION OBSERVATIONS NO.. ;.; TOPIC AND LOCATION-. DESCRIPTION OF FIELD -ACTIVITY, OBSERVATIONS ANri,'.; °: .°. =,, RECOMMENDATIONS.TOOWNER i„ " - .:.FURTNER;ACTION,. = :'7 : RECOMMENDED-. TO OWNER Utility Trench Backfill At the request of Westfield Corporation (WC), I arrived on-site today to observe the SCI Infrastructure, LLC (SCI) utility trench backfill on the north side of the site in front of the mall expansion, approximately 15 feet south of the planned curb line, at the approximate location shown in Figure 1. SCI covered the installed- gas line with approximately 1 -foot of fine to medium sand. SC1 then placed an approximately 6- to 8 -inch -thick lift of Type 17 material over the sand and compacted it with an excavator -mounted hoe pack. Two additional 6- to 8 -inch -thick lifts were placed and compacted to bring the trench backfill level with the existing asphalt. I evaluated the density of the compacted backfill of the trench by randomly probing with a 1/2 -inch -diameter, steel T -bar and could penetrate Vz to 1 inch, which indicates a dense condition. If the probed lifts are representative of the conditions of all trench backfill, then the backfill placed and compacted today was completed in accordance with the project plans and specifications. While on site, I collected a representative sample of the backfill material in a 5 -gallon bucket for laboratory testing. The testing will be conducted to attain a Proctor value for in-place density testing to be performed at a later date. • ATTACHMENTS I Figure 1 — Site Plan (3 pages) LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the wort The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject wry non -conforming work does not relieve Me contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any Information provided -by the Shannon di Wilson field inspector is intended solely to advise Me contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its Means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM Initial/date) "."10",_ /o/tVol Page 1 of 1 CALL 48 HOURS .BEFORE YOU DIG 5-800-424-5555 r 113,1111:11_141-`—'"61 7_ 0 :4:43414--P1.111 I ti • . "OP N. • • SITE KEY •••••••• KDfTA RGEJ Azj pep f r, coi.4 • • 05. to,..0 tetoriCAn • at k X zo oo7 14t: FAR: F;gtA.re t- S4OL.44 StioLnmenes C -t5 KEY MAP LEGEND 1(517 8817 PRESENT STAMM OUR PROM COME =IRA WORMY MAU WOLK =COM ORO COVER 8088 88847151 SOON ier UOrt POI 55 18805808 SOSO UOFF RAE NO FOSE 10 REVARI GRAPHIC SCALE • !MI 1..4 • •• rzTY 4V tocip.LoRoowicE I We. 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NOWNISHIr GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: October 24, 2007 REPORT NO.: 166 SW FIELD REP.: ELM PERMIT NO.: D06-425 PRO:fECT NAMaOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Cloudy, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: SCI Infrastructure, LLC from 1430 to 1530 from to CONSTRUCTION OBSERVATIONS NO.. 'TOPIC. AND. ; , -LOCATIQCI DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AN[);:= '< : - RECOMMENDATIONS TO OWNER' `,: FURTHER AC RECOMMENDED TO OWNER 1 Utility Trench Backfill At the request of Westfield Corporation (WC), I arrived on-site today to observe the SCI Infrastructure, LLC (SCI) utility trench backfill on the north side of the site in front of the mall expansion, approximately 15 feet south of the planned curb line, at the approximate location shown. in Figure 1. SCI covered the installed gas line with approximately 1 -foot of fine to medium sand. SCI then placed an approximately 6- to 8 -inch -thick lift of Type 17 material over the sand and compacted it with an excavator -mounted hoe pack. Two additional 6- to 8 -inch -thick lifts were placed and compacted to bring the trench backfill level with the existing asphalt. I evaluated the density of the compacted backfill of the trench by randomly probing with a'/ -inch -diameter, steel T -bar and could penetrate 1/2 to t inch, which indicates a dense condition. If the probed lifts are representative of the conditions of all trench backfill, then the backfill placed and compacted today was completed in accordance with the project plans and specifications. ATTACHMENTS I Figure 1 — Site Plan (3 pages) LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and qualityofdie work. The presence aad activities of the Shannon di Wilson field repraentatiwe and our acceptance of any non -conforming work or failure to reject any non -conforming (work does not relieve the contractor from complying with its contract documents. Shannon d Wilson does not haw the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work and adherence to the contract documents. REVIEW BY (PM initialldate) ,0/16/7 Page 1 of 1 CALL 48 HOURS BEFORE YOU DIG I-800-424-5555 EiriEFFEMETW • _ • A•••••••••• • "••• IOW 11 / FFC Sala • 011, • • •Illm • • • • Ym= =1111•1.• • .111 • 1 SUE KEY # Fr ,( e -E) 1.4!\RGT io io 1..t ova -r ("4 0 C30-.0 LAX_ tvrtAet Cotel °.01701 0. iqa L942. 10JL00. 9193 921 0.k P /NANA= AC= WAN Roll PE DOMED NY POMO VE 12 93193 0001 A 4-93111X 1360001 01 NETRES a 9307 4934 ti) PIRO NI TIE IME. AT WPM VIIIRVALR WAWA VIIE UNE NO NOM' QUA 34 00 NEWT WU* at NT IPE POMO OF am S1A96. 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MINE EOM NU PIE 4. 4400144 2934 10611 WWII VIM IX C PAGED MVO MU ALOE UP LIE Le PRIM 52614 gra istw or RE („itions snisme 0 Ems LENT PIE TO MAN 40 - we= TESTFITIO DESGN ipooi eitt.TREA.IC...4. pito 0... 4540. Tow.. 310 478 4488 4o3636 311 478 4448 R.848stratite Pio. ConaJteita 14. 1.4024.4 IAMBI 88848410410 T 00522.445 4044445.0444 PmPelamm• Approwle/Phasec FINAL BID PACKAGE MGM= OSAR/2006 "NOT FOR CONSTRUCTION' K47 Pion: R4A8ion dagnianuannuagan_ •Lismuusers—tmas. 61Lemzeusrm_eatzst. tissonaLL &swami_ 3...t SITE PLAN Job Na Pato 5o 1444 tee" iff^.11 -L0181-007 %Dakc: 141Z/D1 /1i/\ Fl5sat. 1- S'i-te_Pia.vi (4,5Z) 511,0v1".14,,, CONC CURB 4. Aii=m- TE app/RAlg O.CCESS tUa IC MFG ITU' MIMI gdwasifo.IRING SIRES M. On AND BY If BIM Or Sad 55111g. Nit MEMO BNONIC: SON BON IC.BOSNO NI NIENAILY OPT 10 IN OA MOO ON 1E BLOM 5445 SOU It 12 B ly 11 lima 44 mop. HAW tEFIRS IAOXINFOLI OF 011ip.artg OICR, WALT •Fal 11C11 BY NAV A 1O -OT GRIMM 4111 94/41. 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GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 October 23, 2007 165 ELM D06-425 ROJECTNAMEILOCATION Westfield Shoppingtown Sonthcenter Mail Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: SCI Infrastructure, LLC from 1000 to 1230 from to CONSTRUCTION OBSERVATIONS NO - TOPIC AND ° _ LOCATION' ' DESCRIPTION OF FIELD ACTIVITY,OBSERVATIONS :' `, ` "';- • RECOMMENDATIONS TO OWNER - - .: ; _.Fll±rCt ISR ;471C11a: RECOMMENDED TO OWER 1- 1 Utility Trench Backfill At the request of Westfield Corporation (WC), I arrived on-site today to observe the SC1 Infrastructure, LLC (SCI) utility trench backfill on the west side of the site near Parking Structure A at the approximate location shown in Figure 1. SCI covered the installed gas line with approximately 1 -foot of fine to medium sand. SCI then placed an approximately 6- to 8 -inch -thick lift of Type 17 material over the sand and compacted it with an excavator -mounted hoe pack. Two additional 6- to 8 -inch -thick lifts were placed and compacted to bring the trench backfill level with the existing asphalt. I evaluated the density of the compacted backfill of the trench by randomly probing with a V -inch -diameter, steel T -bar and could penetrate 1/2 to 1 inch, which indicates a dense condition. If the probed lifts are representative of the conditions of all trench backfill, then the backftil placed and compacted today was completed in accordance with the project plans and specifications. ATTACHMENTS Figure 1 — Site Pan (3 pages) LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of Me work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work ar failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not haw the authority to direct the contractor's work Any information provided by the Shannon ds Wilson field inspector a intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept The contractor is sotdy responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. 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PIAN Air Na Solo swim Sheet TN. .1 1] '■'�'� � iI1HI Ivvir a YVILOIJlw IIIA.. 11 GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: October 22, 2007 REPORT NO.: 164 SW FIELD REP.: ELM PERMIT NO.: D06-425 ROJECT NAME/LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnlcal Construction TIMES OF SITE VISITS: Backfill SCI Infrastructure, LLC from 1200 to 1300 from to CONSTRUCTION OBSERVATIONS NO: '" TOPIC AND: ". LOCATION DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS°ANI?- :.":`: ~:::::"ef'URTHER"ACT1ONy. , _: -: RECOMMENDATIONS TO OWNER ".-; _" `:.: R ,COMMENDED, TO ER'=� POWN Utility Trench At the request of Westfield Corporation (WC), I arrived on-site today Backfill to observe the SCI Infrastructure, LLC (SCI) utility trench backfill on the west side of the site near the Cheesecake Factory at the approximate location shown in Figure 1. SCI covered the installed gas line with approximately 1 -foot of fine to medium sand. SCI then placed an approximately 6- to 8 -inch -thick lift of Type 17 material over the sand and compacted it with an excavator -mounted hoe pack. Two additional 6- to 8 -inch -thick lifts were placed and compacted to bring the trench backfill level with the existing asphalt. I evaluated the density of the compacted backfill of the trench by randomly probing with a 1/2 -inch -diameter, steel T -bar and could penetrate 1/2 to 1 inch, which indicates a dense condition. If the probed lifts are representative of the conditions of all trench backfill, then the backfill placed and compacted today was completed in accordance with the project plans and specifications. ATTACHMENTS Figure 1 -- Site Plan (3 pages) LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities oldie contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & WiLron field representative and our acceptance of any non -conforming work or failure to refect any non -conforming work does not relieve Me contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work and adherence to the contract documents. REVIEW BY (PM initial/date) /007 Page 1 of 1 CALL 48 HOURS BEFORE YOU DIG ,!-800-424-5555 Fa I UM WE Kai • W1,14.1MMIS•4••••••1.1,•••M/M.••••=1• SIEPPIE 31TE KEY /6111. OM' 0s f Ei T 4, R GE1 T %bed 04l;cwitto tel..i.44 twat. 1 • 0 1. 4:304.6 ri Vdt- trg-44 el 1 1 1 outti t.: it) 2 Zleri Zi -t- Z71-097 FA: / t-• Skft:Ptom i• 431 sa, cms lasara fa 1-11111i1 1111Nr, -r--. ---- C-t5 KEY MAP WSW. 110•110. lEAMS DM MEER SPAM IWO Meal COERCE akaa EMPOUAT EMU MERU COME Cal MOVE ELM 0046 64166 ler LEST PEE • flIla DEUS laIT PEE ha MOE TO REM GRAPFEDC SCALE 4 ow Imal• 5. 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PANOW 5AI1154 • 5m'p1UDa POE 111..; ® sag sa.saolli7fq,po SEM Gib on AT RIM SODOM FAA NESg1751tLD COIGN t 11/01 rag= 1111 New 1.4 JM01�n► 110!!.100 41'11 A440 P.p. 1 31 471 4401 Rgbtrrtion No. Con.44 lls APw..als/Palr.. Addendum 1r/of/woe N.. i.delon pct. doresuatztencuahm m.asmaraoom 13-3 1L 5 ® AaPOEIe 1 0-5ran o • v-Ot-4000 SA..1 7111. 511E FLAN Ja4 Nw 14.5. SM.t 145. ..1 1 1 1 1 I ‘71-1/411111111J11C?YYIWVIV, 1111..A. mow 6EOTECNNICAL ANO ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: October 21, 2007 REPORT NO.: 163 SW FIELD REP.: ELM PERMIT NO.: D06-425 PROJECT. NAM E/LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP Cloudy, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: SCI Infrastructure, LLC from 0930 to 1015 from to CONSTRUCTION OBSERVATIONS ?. TOPIC AND LOCATION • : DESCRIPTION' OF, FIELD ACTIVITY, OBSERVATIONS AND " ;='s,«;` :;, RECOMMENDATIONS TO OWNER:.::'':'; _'' = .. a. _ ,,, .. mm URT R?ACTION :.RECOMMEND DMTO" OW lER 1 Utility Trench Excavation At the request of Westfield Corporation (WC), I arrived on-site today to observe the SCI Infrastructure, LLC (SCI) utility trench excavation on the north side of the site in front of the mall expansion, approximately 15 feet south of the planned curb line, at the approximate location shown in Figure 1. SCI was continuing to excavate the trench approximately 2 feet wide by 3 '/z feet deep for gas line placement at a later date. The excavated material consisted primarily of blue -gray silty clay with scattered gravel and cobbles. The material at the bottom of the trench excavation consisted primarily of light brown, trace to slightly gravelly, slightly sandy, clayey silt. Based on a visual inspection and random probing with a Vz-inch diameter, steel T -bar, the material at the bottom of the trench appeared to meet dense conditions. As the trench was being excavated, SCI placed approximately 6 inches of fine to medium sand in the bottom of the trench as bedding for the gas line. ATTACHMENTS Figure 1 -- Site Plan (3 pages) LJMJTATIONS• The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve Me contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractors wort. Any information provided by the Shannon 4 Wilson field inspector is bttended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor it solely responsible for its means, methods, sequences procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initiaUdate) ✓fit i� /124/07 Page 1 of 1 CALL 48 HOURS BEFORE YOU DIG I-800-424-5555 CC" .. 40 .64k.S! .AN.UAII11.1111.110""P- a,J.= • IN • ••••10•••••••=•=••M•m. IMMI•••••••••••IMAP Vac SOW/ alinEt re II ME kr', 1111014 cei cc moat VACN 1 4111 CIL 411115112 / 11000411. 1TE KEY 1111. .1 WYE' fE) TQRGET I rtioffeop 44? &Xt. I OCA•-• 0." • 0 c ,30.6 s v4.11_ toc,bn S07 Of 11114 01104111112 A 2047 141011100147icl_40I APPA04105 ACC1035 ROADS SHALL EC 0011104 IT PACTIC 0( vim 1010 40-11431 441:4111101010 EON tE1IE1t5 14 10100 11511. P1110101 44 110 INC AT 50-5001 WIC; 51464 114 1.4410 MO POM. 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Addendum J EEp1i200O R.y Plan; Na Rs+ien pct. ® TIL trau Afi ® Puma PAoug r2z_i1A ®��.e..� f1A.t�7�] F7F� I1-00-210 Sheat TRIM S TE PLAN Job Ns. ORIR rad. Shut Tina -111 a7rItVVIVLJIV CyVVI1WVIV, IIV1... t�GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 214-20189-007 REPORT DATE: October 20, 2007 REPORT NO.: 162 SW FIELD REP.: ELM PERMIT NO.: DO6-425 PROJECTtAMEFL©CATION Westfield Shoppingtown Sonthcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER TEMP. Cloudy, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: SCI Infrastructure, LLC from 1000 to 1100 from to CONSTRUCTION OBSERVATIONS NO.. f TOPIC AND. ," " LOCATION` • DESCRIPTION OF FIELD ACTIVITY; OBSERVATIONS AND , " ';;:; :" RECOMMENDATIONS TO OWNER '" . . .. ., y _, ..,, .. .,, ,,.,,-.... .rr. .,.-... ; ``r :`' URTHER."AC sm, RECOMMENDED TO f3 hi .. ... ...... .-...°-'�,..-_,.,...-�w��A� 1 Utility Trench Excavation At the request of Westfield Corporation (WC), I arrived on-site today to observe the SCI Infrastructure, LLC (SCI) utility trench excavation on the north side of the site in front of the mall expansion, approximately 15 feet south of the planned curb line, at the approximate location shown in Figure 1. SCI was continuing to excavate the trench approximately 2 feet wide by 3 '/s feet deep for gas line placement at a later date. The excavated material consisted primarily of blue -gray silty clay with scattered gravel and cobbles. The material at the bottom of the trench excavation consisted primarily of light brown, trace to slightly gravelly, slightly sandy, clayey silt. Based on a visual inspection and random probing with a %t -inch diameter, steel T -bar, the material at the bottom of the trench appeared to meet dense conditions. As the trench was being excavated, SC1 placed approximately 6 inches of fine to medium sand in the bottom of the trench as bedding for the gas line. ATTACHMENTS Figure 1 – Site Plan (3 pages) LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work dap not relieve Me contractor from complying with its contract documents. Shannon A Wilson does not have Me authority to direct the contractors work. Any information provided by the Shannon & Wilson field inspector it intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) /a/zie/Q7 Page 1 of 1 Fairder.-71.1671-TATA 0 ONIO• • l• 1 3FTE KEY 11.41•01. Tcp1E) TQRG_T • mop/op./A etzt. loco-4w— I t a.* trfArt Cr OF 1L101ILL CRIONARCF I/ 2017 11 11 an %vitt VI 411. RE APPARATUS ACCESS ROODS satu. 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PIM -Sheol TNI. x'+..10 1II1 %.,rwrisri VIV C7 YYIWVIV, IIV4. rir GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 214-20189-007 REPORT DATE: October 19, 2007 REPORT NO.: 161 SW FIELD REP.: ELM PERMIT NO.: D06-425 PROJECT NAME/LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Cloudy, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: SC1 Infrastructure, LLC from 0730 to 1600 from to CONSTRUCTION OBSERVATIONS r" l' TOPIC'AND; ,._ ". ;:. LOCATION' DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS'AND ` :. W' RECOMMENDATIONS TO OWNER" " w. " a:; ;. FURTHER1A 710 P RECOMMENDED.TO;.OWNER 1 Import/Export of Material SCI Infrastructure, LLC (SCI) had four dump trucks and pups exporting the unsuitable silty clay material that had been removed from the utility trench excavation to Apple Valley Recycling (AVR) in Fife, WA. Fifteen loads were removed from the site today. Based on the truck tickets from AVR, the trucks were generally loaded with between 25 to 30 tons of material. When the trucks returned to the site, they brought imported Type 17 structural fill material from Glacier Cement in Seattle, WA. Eleven loads of Type 17 were imported today. The trucks were generally loaded with approximately 31.5 tons of the import material. ATTACHMENTS LIMITATIONS.: The Shannon d Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work doer not relieve Me contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct Me contractors work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) ,f4f /U/Z0, Page 1 of 1 EM"11U larw1Y:YVIY V VVIWVIY, Mit"lits GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: October 18, 2007 REPORT NO.: 160 SW FIELD REP.: ELM PERMIT NO.: D06-425 OJECT NAME/LOCATION. Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Cloudy, 60s Client Westfield Corporation Genera! Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: SCI Infrastructure, LLC from 1000 to 1130 from to CONSTRUCTION OBSERVATIONS a. '.Bw-'+.:a'. NO `TOPIC AND - LOCATION ' . w 'DESCRIPTIONOF FIELD ACTIVITY, OBSERVATIONS AND';,' 6 ;` - RECOMMENDATIONS.TO OWNER :W J -; :W: . - = .... V a, ': URTN Ir 4EfttSN Rlrl t-1MMENDED?G0OWNEF 1 Utility Trench Excavation At the request of Westfield Corporation (WC), I arrived on-site today to observe the SCI Infrastructure, LLC (SCI) utility trench excavation on the north side of the site in front of the mall expansion, approximately 15 feet south of the planned curb line, at the approximate location shown in Figure L SCI was continuing to excavate the trench approximately 2 feet wide by 3 V feet deep for gas line placement at a later date. The excavated material consisted primarily of blue -gray silty clay with scattered gravel and cobbles. The material at the bottom of the trench excavation consisted primarily of light brown, trace to slightly gravelly, slightly sandy, clayey silt. Based on a visual inspection and random probing with a V2 -inch diameter, steel T -bar, the material at the bottom of the trench appeared to meet dense conditions. As the trench was being excavated, SCI placed approximately 6 inches of fine to medium sand in the bottom of the trench as bedding for the gas line. ATTACHMENTS I Figure 1 -- Site Plan (3 pages) LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor front complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and spec fications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work and adherence to the contract documents. REVIEW BY (PM initial/date) ..,007e01, / 40,74 Page 1 of 1 GALL 48 HOURS I BEFORE YOU 010 1-800-424-5555 rr ©410:11lI 95F� H�,.? s r°''5ZZ37//i1y/ka C -t5 KEY MAP —9018 84bd �a MI IX PEAS 04 T 11.111 1 All EE MOBS WPM, CO RR ORM/ lI 317E KEY rr_ �'Ei TQRG T 1• 1 1 to .441*-IOCI�dM^ ot gas 1iwt.t4 !cin I !m E ROMA OMPMNIR 1247. I11EO7O. 0C11OY 711 pyo NE APPARAIIS AM= MOIW SHALL E WRFC B7 P0413M 2! OI4 RUM 714 A 1-010i ROE IME 714 WAR IERERS TIMES MIDI maw M 1R 140 AT 30 -RAN MMEIMYL% 51A2! 411E INE 010 PO4)0.' 00108 10 E Mi01T sum at 31111 POMC Of B06 ATA2O. 41E u E MO PAR04,' 444 PAM114 THE cum 906 sou E POSIZO 7P SIR WODIA2Y MUM 1E ass IME OR 0Y Pi III= 90E 9w1 DC a IIOE7 1T 14 HOES 444 BULL HAYS IEEERS AI4 IACIERC I6 OF 014043A4 COLOR IEPPLY NOME RN AT YEAS! 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W0�5-i 1144 4744 44011 FOo•ni• 310 470 MM R•gbkoUen Na uarw•r.f, x 11].150 MIDI F .. , 0134211 100460tH rw6rr Addendum 1 11ro1/2oo6 41.7 P110 i,, y1Mb An Outs Ammo 46 mno00 47119EOR_ ®fie► . RrrX $4240 411151926$94 FStmu ® IOsou S !-0.1008 �I�—. _11-01-2008 S110e1 1400 SfTE PLAN Job No Ode 410 Shwt Title 1 X1.1 %7rW1V1VV1V c YYIWVIV, IIVL. . tll� GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: October 17, 2007 REPORT NO.: 159 SW FIELD REP.: ELM PERMIT NO.: D06-425 PROJECT NAMEILEOCATION - Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER 8 TEMP. Cloudy, 60s Client ' Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Excavation SC1 Infrastructure, LLC from 1235 to 1405 from to CONSTRUCTION OBSERVATIONS NO TOPIC ANi3 . LOCATION , ,,. ,,. ., .., . „„ ESCRIPTION,OF FIELD ACTIVITY, OBSERVATIONS -,4706- = RECOMMENDATIONS TO OWNER`'' `= .. - ' ' 1=URTHERWA TI N e RECOMMENDED TO OWN ° I Utility Trench At the request of Westfield Corporation (WC), 1 arrived on-site today Excavation to observe the SCI Infrastructure, LLC (SCI) utility trench excavation on the west side of the site near Parking Structure A at the approximate location shown in Figure 1. SC1 was continuing to excavate the trench approximately 2 feet wide by 3 '/ feet deep for gas line placement at a later date. The excavated material consisted primarily of blue -gray silty clay with scattered gravel and cobbles and is being stockpiled on site for disposal at a later date. The material at the bottom of the trench excavation consisted primarily of light brown, trace to slightly gravelly, slightly sandy, clayey silt. Based on a visual inspection and random probing with a Y2 -inch diameter, steel T -bar, the material at the bottom of the trench appeared to meet dense conditions. As the trench was being excavated, SC1 placed approximately 6 inches of fine to medium sand in the bottom of the trench as bedding for the gas line. ATTACHMENTS Figure 1 — Site Plan (3 pages) LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct Me contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initialldate) )01%.0Jo7 7 Page 1 of 1 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 KEY MAP 011 / Fe SOAK NYE KEY CE) TRGE:r , I FVOIO/61.1 044 oat, I 6C0-64 6 5 504.6 ri ttk- "V"s" 5 • tazi-k e..t.sitcr. 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Paw-sr Q mat num 900 tow 4 .NOW 33P1m Q 3100E mar S60 Ili 4- roma saw O max 1FIL6P 501101 r PNn® apor OT mai 11E 40 YE r PAMNO swim C) 0670T111a POLE 10 NOW • O104 7101.!00 u0•# POT wog 64 AT WOO 90111t 'FAA . 7/3110174 tem t 11101 �a rA.wr4 tin Rea L.. A.y.1m7gOr.A. 310 471 4414 R...t+otbn NA. Cans/tants i ` 1 aaf. rc 1 r m4nu *OEM 061003.. inlY,.11.411 ...w.,�� APo�wal+ilphae Addendum 11/01/1006 No. A.M.Ion Qpt. atimatumw FT3-t006F}3-lD1I7 AZWE m _ 11- -= Sheet lit0* BITE PLAN Jos N. s3*1. d. E o Shoot TIM. h..1i 21111.1 I L71f7HIYIYViN CO V VIWVIY, IIYt M.A. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: October 16, 2007 REPORT NO.: 158 SW FIELD REP.: ELM PERMIT NO.: D06-425 }4:jPROJECT NAMEILOCATION Westfield Shoppingtown Sonthcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER 8 TEMP. Cloudy, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: SCI Infrastructure, LLC from 1030 to 1115 from to CONSTRUCTION OBSERVATIONS _Ttti.` `_TOPIC -AND,. ... OCATIONRECOMMENDATIONS DESCRIPTIONOF FIELD ACTIVITY, OBSERVATIONS AND `.& _, =;m' TO -OWNER: : °:--,=. '> = x `: • • ___ -.. .,.,• c ._ -..., FURTHER ACTION =T?? `'-'1RECOMMENDED=TO t'WNER 1 Utility Trench Excavation At the request of Westfield Corporation (WC), I arrived on-site today to observe the SCI Infrastructure, LLC (SCI) utility trench excavation on the west side of the site near the Cheesecake Factory at the approximate location shown in Figure 1. I talked to Dick Schwartz (SCI) who indicated that SCI was beginning to excavate a trench approximately 2 feet wide by 3 'Az feet deep for gas line placement at a later date. The excavated material consisted primarily of blue -gray silty clay with scattered gravel and cobbles. Based on the silt and clay content in the material, I suggested to Dick (SCI) and Greg Banks (WC) that the trench be backfilled with a more granular material, for example Type 17, after the gas line was installed. As the trench was being excavated, SCI placed approximately 6 inches of fine to medium sand in the bottom of the trench as bedding for the gas line. The material at the bottom of the trench excavation consisted primarily of light brown, trace to slightly gravelly, slightly sandy, clayey silt. Based on a visual inspection and random probing with a 'A -inch diameter, Steel T -bar, the material at the bottom of the trench appeared to meet dense conditions. ATTACHMENTS Figure 1 — Site Plan (3 pages) LIMITATIONS: The Shannon A Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure 0 reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have Me authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specif+cations and/or design concept. The contractor is solely responsible for its means, methods, sequences. procedures, construction site safety, quality of work, and adherence to the contract documents. - REVIEW BY (PM initial/dale) -"49°, t1N',23/Ri7 Page 1of1 ET=9 1' 0 0 Y0 -Mitre Ott MIXT / MCC SOUL 3 5e14i 21-1-Ictia -007 E) TARGET , I *Mc /0//e21407 fol.1.44 eL-11- le/LAIC" t ako...er vq.st_ FAR: / AppedocaKede lae_alieo f F ISta4"1flPL�4aL?.5) 51,10.vney, Lo;150., +tepd" $8,11,45irkoae. eV6/..tto, STE KEY 50U.050 009 A 44004 NCE LOIE NO accx IMPS NOES RCN, 0 CONCIEW IMMO / 010100 P050 Gomm 10040(4150 Ef TWILL COONANCE 2047. *MATS ACCESS ROMS SHALL BE !DOMED ET I, NE C) "I" galial, 111 -ARCH' riA5 UN LOC& POEM COWANY 004 00140.0PANTED IN OW LAX AT SO-FOST ONNALS. STAINS /111E 1.4050 NO S S STANK VW INC NO WSW MO MSC if DAIL 0002 SOLL NE 0 ACCEME MOW 04ICE mom 00 tom set go igilg) =W PARKIN woct gm W 0050 21440. 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GEOTECHNICAL ANO ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: Tuesday, October 09, 2007 REPORT NO.: 157 SW FIELD REP.: EAS PERMIT NO.: DO6-425 PROJECT NAME/LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREAS A&B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast to Sunny, 50s to 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Lloyd Enterprises, Inc. From 0230 to 1300 MacDonald -Miller From to From to CONSTRUCTION OBSERVATIONS �:.,.. ��..;.....0 NO. .. ; .,..�,:..... TOPIC AND ., , , LOCATION . ............. ... _....... ; ._. . _ .. ,.. ... �„.a e,_ _..:_ ........W � . DESCRIPTtON,OF FIELD ACTIVITY, OBSERVATIONS ANDY-= : _,. - =;.` RECOMMENDATIONS TO OWNER .' ms:,µ _ ...�...:-.:��:. :. t7R` 1-R41ACTION: REcOMOTENDEt110 OWNER 1 Backfill and compaction of plumbing trenches At the request of Bayley Construction, 1 arrived on-site today to evaluate the backfill and compaction of Area 1 South: Located between H.5 — N and 1 — 5. (Figure 1). In this area, the contractor indicated that there was one to two 12 to 18 -inch lifts of Type -17 fill compacted with a vibratory roller and in areas where footings were dug out, compacted using an 18 -inch backhoe mounted vibratory plate compactor (hoe - pack). Upon probing with a 'V -inch diameter steel rod stated that material placed was suitably compacted to a dense and unyielding condition. None. ATTACHMENTS Figure la — Site Map Area A LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field ihspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW Y (PM initialldate) 7 Page 1 of 1 1I91111$1111111 11'111111111111 4'9 1111 1 11 1 1 PATIO 1 1 1 a 6111 I��I A M SIS\�it1i♦l�1l♦�1I� 0 0 0 0 0 0 0 0 0 0 2.0-1 ` Overall Mail Plan Level 1 'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com su.Adi traboltirftat01.16 44641.11 ICY 9lo7 1 MIR SHANNON &WILSON, I0E0TECHNICAL AND ENVIRONMENTAL CONLNC. FIELD ACTIVITY REPORT 400 N. 34th St., Suite 100 P.O. Box 300303 Seattle, WA 98103 206.632.8020 Fax: 206.695.6777 TO: c: FROM: RE: e7/67.74, Xec,2425.4 5P 7;44 Departure Time: �j tjiir� O4/ c50-�IS Owl, . �C4 her yr cc i Date: EX," .4/6 L0//09"- Arrival //QfiArrival Time: 400 Weather: Job No. 30 Sunn 2-H -I -ZQI 003- t ✓1 ne ckib hS rthe pot r ki o� �t rf''DYI.�J \Jv 0S frvd W,/ ¶-ir penvrr&-h ah OW -QS -tat k ptItv; �.l )--a 3 P o "P— By: 1.1o\J fl; t'1c4d ho— Corap I-e4-eo! bA.C�k-B Ili ifPl or r, CDrn 4e,,i-ir1oi7, Avict k (Sm<ifir .k.(jr e neilA a-I-�i -in� e�t-> e -i-- , ifY )ar�n 1 a aU y� p FeM.Acnvity-Report-Unea.aodwp ect Title ,SSS Ou/t.re. AIM =11J SHANNON WILSCAl. AND ON IL CON NC. FIELD ACTIVITY REPORT 400 N. 341' St., Suite 100 P.O. Box 300303 Seattle, WA 98103 206.632.8020 Fax 206695.6777 ,cr4r '`/5:5 TO: 1361 I e Coy)s-Wie-rk Date: '1/0/0 "• c: M Arrival Time: Z ° 3 0 PAI J ��"" i Departure Time: 3 = 3 0 FROM: ti5j i(.,i1 Qc 'Y v 1,,? 1� S D 1 I j i,&. Weather: Glinp 1 O ki Job No. 7-1-1 .. 1` 00T- RE: 0 RE: 1 anrived on-si-}e today 4-0 evafuQfe GompaGh'or► 0-F -4-%v- bu,1 10( r'rt.o� 1 -?63d 1 4rea I -frnm I i ✓1 es I -- S' �,q- � F-f�, L1 oyd ls hid bacten(1 erg19e.cum Cas no So ds and��'� q��� u -vel on d �bmpar�d Th�. � mwi�-h � smaCl v►bra�. u ��p19T'ioyrn�o�, wi-I-h a V.R— Ctla `C --.,A�r -(d�i�. ma-�e�i Ntrret, woutidA I-� twne allow. By: few-Auivity-Rcp«t uaa.aadwpieet Reviewed by: ane/,740 4' c,/� Title . ,02c4.,1c t,,X.,,Pg. 77 1 - - E b qasilMtin *,04potio %20.=--• eitt-4.11r Jt lag luI .7I1MP1IVLJIV u VV1L.OLJIV, IIVLr. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: September 18, 2007 REPORT NO.: 154 SW FIELD REP.: EAS PERMIT NO.: D06-425 O:IECt NAME/LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B NO. TOPIC AND LOCATION CONSTRUCTION OBSERVATIONS DESCRIPTION OF' FIELD ACTIVITY, OBSERVATIONS• AND RECOMMENDATIONS TO OWNER;; mss==.;3." 1=11RTHER'ACT1ON-' RECOMMENDED TO OWNER" 1 REPORT SUBMITTED TO: At the request of MacDonald Miller, Inc. (MMI), I arrived on-site today to evaluate the utility trench backfill on the east side of the site near JcPenny's at the approximate location shown in Figure I. I talked to an CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Cloudy, 60s Client CC Westfield Corporation • General Bayley Construction City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: MacDonald Miller, Inc. from 0945 to 1015 from to NO. TOPIC AND LOCATION CONSTRUCTION OBSERVATIONS DESCRIPTION OF' FIELD ACTIVITY, OBSERVATIONS• AND RECOMMENDATIONS TO OWNER;; mss==.;3." 1=11RTHER'ACT1ON-' RECOMMENDED TO OWNER" 1 GL 26 (G -L) Utility Trench backfill At the request of MacDonald Miller, Inc. (MMI), I arrived on-site today to evaluate the utility trench backfill on the east side of the site near JcPenny's at the approximate location shown in Figure I. I talked to an None. MMI representative who indicated that MMI had completed placing pea gravel in the trench and compacting it with a hoe -pack attached to a track -mounted excavator. Based on a visual surface inspection and random probing with a %2 -inch diameter, steel T -bar, the material placed was compacted to meet dense conditions. It is in my opinion that the compacted material is in accordance with the project plans and specifications. ATTACHMENTS Figure 1 — Site Map Area B — Building Pad LIMITATIONS: The Shannon & Wilson field representative is present on sift solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson feld representative and our acceptance of any non -conforming work or failure w reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon d Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM Initial/date) Page 1 of 1 0 fi I> 6000008888809 8 ® a4 *5959;1%114P:1:04 1221M ZR2202p§ 112 111/ 1 1! !Ir Tril> Ti>11117 _I %. 1-WIVIVVINI a V VIWVIV, GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: 21-1-20189-007 September 17, 2007 REPORT NO.: 153 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAMEILOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Rain, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: backfill MacDonald Miller, Inc. from 0900 to 1400 from to CONSTRUCTION OBSERVATIONS TO IC AND LOCATION DESCRIPTION`OF ,FIELD ACTIVITY, OBSERVATIONS AN RECOMMENDATIONS TO OWNER, FURTHER'AotiON ECOMMENDED TO OWirll ATTACHMENTS Figure 1 — Site Map Area B — Building Pad LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve Me contractor from complying with its contract documents. Shannon d Wilson does not have the authority to direct the contractors work Any information provided by the Shannon & Wilson field inspector d Intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 GL 26 (G -L) At the request of MacDonald Miller, Inc. (MMI), I arrived on-site today None. Utility Trench to evaluate the utility trench backfill on th east side of the site near backfill JcPenny's at the approximate location shown in Figure 1. MMI was placing pea gravel in the trench and compacting it with the bucket of an track -mounted excavator. Based on random probing with a V -inch diameter, steel T -bar, the material placed was compacted to meet dense conditions. It is in my opinion that the compacted material is in accordance with the project plans and specifications. ATTACHMENTS Figure 1 — Site Map Area B — Building Pad LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve Me contractor from complying with its contract documents. Shannon d Wilson does not have the authority to direct the contractors work Any information provided by the Shannon & Wilson field inspector d Intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 • ,nr_.,.=Forant „, tramiur _________ mut) %HD 17111717'fillitatil '—a11111111 — 011111' -4 a= 4110 PAM' Li drTZ 47.7 " I • 1 y 40, ow • 'P irk" • t 1 " -..- tiFX74674iVflit .I.1110111011, gift illiffY 1011 imoni .kire,0101111110 V. '714111 11II 1.1 1111IM II'_ • 41 Ilk,. A 5havvim We.5.L'e_ial G. c+r ex.pans cPIN •Z - 1 —2_0 tri - 00 -3 -- FAR: 153 DATE: 4/1•110-i. FIG: »Imm,1r tiDrumYIYVIYC�VVIWVIY,Il&. tll� GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT Eii:OCATiON PROJECT NO.: 2 1-1-20189-007 REPORT DATE: September 13, 2007 REPORT NO.: 151 Rgvi std Q.ne.n 7 SW FIELD REP.: ELM PERMIT NO.: D06-425 Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Overcast, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Lloyd Enterprises, Inc. from 1030 to 1100 from to CONSTRUCTION OBSERVATIONS ATTACHMENTS Figure 1 — Site Map Area B — Building Pad LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and aur acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor, Monk Any information provided by Me Shannon & Wilson fold inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept The contractor is solely responsible for its meant methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initialfdate) get/face tz0.0, .TOPIC.ANb.:i:z''f'` LOCATION, DEC I :,TFION FIELD"ACTIVIh1f .OBSERVAtTIO AN :: ,; :'iF .° , RECoMMENDATI,O }S"To: OWNE12 ;` ":`i'; F I#1 1 Curb and gutter subgrade At the request of Lloyd Enterprises, Inc. (LEI), I arrived on-site today to evahiate the curb and gutter subgrade near the Cheesecake Factory at the approximate location shown in Figure 1. 1 evaluated the density of the fill material by randomly probing the subgrade with a A -inch diameter, steel T -bar and could penetrate V2 to 1 inch, which indicates a dense condition. It is in my opinion that the compacted subgrade is in accordance with the project plans and specifications. None. . ATTACHMENTS Figure 1 — Site Map Area B — Building Pad LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and aur acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor, Monk Any information provided by Me Shannon & Wilson fold inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept The contractor is solely responsible for its meant methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initialfdate) get/face tz0.0, ti MI6 SWRICIUR • • 'A' GRADE +5 LEWLLS ° puri rruifirvrrr.iirii O•rvrrriii iri rrri rrmi.�1 i rr riiii� Fiver ry Ori i� r �irrii ruu C 1 v !! diii vii 1,,..11,71.,/,//,,,,i7.9,71,�0 Vier", r G *1 M77ui Ciiraifi iii` f '�� ��, �.1 pr#4#4)'.1, ®j -lot 6a a.04/4`ef. )(44 Zi - 1-7011 FPV‘K i l/yRsi.0 4e.07) altc.5je, Neyj-e, 1. ./0fri Fieit 1 man 4.�E•1 ,7 Dvvi �"'SHANNON V QEOTE NI IRONMENTAL S • ■� VV�a INC. SEATTLE • RICHLAND • FAIRBANKS • ANCHORAGE • ST. LOUIS • BOSTON • DENVER RECEIVED MAY 3 0 2001 DEVELOPMENT 400 N. 34Th STREET, SUITE 100 P.O. Box 300303 SEATTLE, WASHINGTON 98103 206.632.8020 FAx 206.695.6777 TRANSMITTAL TO Mr. Patrick Burns Date May 25, 2007 Company Westfield Corporation Phone DAILY FIELD ACTIVITY REPORTS , MAY 14 THROUGH MAY 18 Address 633 Southcenter ParkwayFax Tukwila, WA 98188 Job No. 21-1-20189-007 SUBJECT SOUTHCENTER MALL EXPANSION, Permit D06-425 THE FOLLOWING ITEMS ARE TRANSMITTED: ITEM DATE No. DESCRIPTION DOCS MAY 2007 5 DAILY FIELD ACTIVITY REPORTS , MAY 14 THROUGH MAY 18 Per your request - For your approvalour information -`'For your files For your review - For your action Return with comments - Other Hello Patrick: Attached are our field activity reports Nos. 101 through 105 for the past week of backfill compaction observations. I'm available at (206) 695-6875 if you have any questions. Thank you, Martin W. Page, P.E., L.E.G. Associate Cc: City of Tukwila Bayley Construction Mikk Sepp 21-1-20189-007 ��� SHANNON 6WILSON, INC. tib GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: May 18, 2007 REPORT NO.: 4,9&x: /b $ SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAMEILOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 70's Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: and Compaction Lloyd Enterprises From 1430 to 1530 Holmes Electric From to 2 From to CONSTRUCTION OBSERVATIONS ,P W�0 .r.;. r+,- ', gy : x: TOPIC'AND: • ' b s LOCATION . .,Fox „,.M !`!. +ve�r.:w eF,ss.+ ._-.:.�^x: na<.m. ws s -we £': •y-�.� °�qv '=7- �o..�.« y�n..:��.< DESCRIFTiO iOF.FIELD ACTIVITY M( ERVATIONS:`1f111D a =.. ".:s.: �•� 4 :.�t , .... -'- �-' RECO MENbATIONs o OW.NNEii, ry T s x, s, _,xu .em :ter"Ft3RTH 1 Pile Cap Backfill Lloyd Enterprises, Inc. (LEI) backfilled the east side of the pile caps Continue to backfill and and Compaction along 23 line, A -D6.5 (Figure lb) with crushed asphalt in 12 to 18 -inch lifts, and compacted using an 18 -inch backhoe mounted vibratory plate compactor (hoe -pack). Backfill and compaction will continue Monday, May 21, 2007. compact pile caps. LEI backfilled the building pad, lines 19-20, (C.3 -E.5) with a vibratory 2 Building Pad roller. Upon probing with a V2 -inch diameter steel rod however, more Continue backfill and Compaction compaction will be necessary. This will continue Monday, May 2I, 2007. compaction procedures. 3 Backfill and Compaction of At the request of Holmes Electric, I evaluated the compaction of their electric trench extending across the building pad from line 16-17.6 (J - None. Electrical Trench 3.8). Upon probing with a 1/2 —inch diameter steel rod, I found the material to be of a dense and unyielding condition. ATTACHMENTS Figure 1— Site Map Area B IJMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the' technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work and adherence to the contract documents, REVIEW BY (PM Initialidate) C4f/7 Page 1 of 1 IA; IllIt`rsV11:1'3- UF I kills`. o o � —„--- _ ,nvi,rr,wr asi....,,m r. - 7., � r� W� �i>~,� _..r.� s • I/r +`9��if�i'jiFr 3a • ! s_ 9' ro i��i ilii 17-7,--,�-� —Aril �� u a�°�il 7.iF. rca' i I .0 Attra t> • di grow , 1 1111 isir!^. ."_ :!: - �. PM 11 :0i is iRa r.. 1 7 .&jil i 1 11 Li d)"!t� n ir dlisiFj ,.-4 SII'; . sC 1�:7,2.--,N lE,, F'e.������' ' 111 s y 1`{ ■s s - f iWj d w,- n sn er a• u. - - . f■ •.9.' sIIL rt �,44 jet 'Orally lly ,01 Ali 44 FOUNDATION P✓ ' . • nnpm:on- okay aadi#ianal coYri x c4ioh hta55ar ) • flUREt 'Sid Mar ArEQ A ! . Ma`t -111 200T OMNI -11 SHANNON WILSON, I. GEOTECRNICAL AND ENVIRONMENTAL LTANTS NC DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: May 17, 2007 REPORT NO.: 104 SW FIELD REP.: AJT PERMIT NO.: D06-425 ECT t Al LbtATiON. Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP_ Sunny, 70's Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Lloyd Enterprises from 0800 to 1530 MacDonald -Miller from to from to 1 2 3 4 iPI AND Backfill and compaction of plumbing trenches Pile Cap backfill and compaction Building Pad Compaction South entrance to Strander Boulevard Backfill and Compaction CONSTRUCTION OBSERVATIONS DESG�31F?i rOF flELP AP.1. , tTY;.iS$,$EF2i7A ECOMMENDATIbI1,S: TO QI(1 NEF At the request of MacDonald -Miller, 1 arrived on-site today to observe and evaluate the backfill and compaction of several plumbing trenches one located from line 23-24, south of J.8 line; west of 24 line (Figure lb). I observed approximately 10 to 12 -inches of h -inch clean rounded (pea) gravel placed as pipe bedding. I observed placement of approximately 3 feet of 1 -inch minus angular crushed rock in 12 to 18 - inch lifts and compacted using an 18 -inch backhoe mounted vibratory plate compactor (hoe -pack). Upon probing with a '/-inch diameter steel rod, and based upon visual observation of placement methods, stated that material placed today was suitably compacted to a dense and unyielding condition. Compaction will continue Friday, May 18, 2007. Lloyd Enterprises, Inc. (LEI) backfilled the east side of the pile caps along 23 line, A -D6.5 (Figure lb) with crushed asphalt in 12 to 18 -inch lifts, and compacted using an 18 -inch backhoe mounted vibratory plate compactor (hoe -pack). Backfill and compaction will continue Friday, May 18, 2007. LEI compacted the building pad, lines 13-18.8, G -J.8 (Figures la and lb) with a vibratory roller. Upon probing with a '/z -inch diameter steel rod, and based upon visual observation of placement methods, stated that material placed today was suitably compacted to a dense and unyielding condition. At the request of LEI, I inspected the compaction of the new roadway on the southwest portion of the mall site, which connects the roadway south of Olympic garage to Strander Boulevard. LEI compacted the roadway with a vibratory roller. Upon probing with a '%-inch diameter steel rod, and based upon visual observation of placement methods, stated that material placed today was suitably compacted to a dense and unyielding condition. None. Continue backfill and compaction procedures. None. ATTACHMENTS Figure la — Site Map Area A Figure lb — Site Map Area t LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work orfailure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor a work. Any information provided by the Shannon & Wilson field inspector is Intended solely to advise Me contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of worm and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 3�`tib'-5%:.;fr•.-.£.,�;=,...;..},. :.r,,y_.e..i-c-r.-;:-:...� J::aSP._ ..........._.. •.. �;�,a .�� . • — Abi las?•. ! li'e FIr i114_h [lA1 i�1 .i.,l,i� .� YF.l/lf /'WE�Th rata,* s ,1101 nnumidaa McoN wawa. lion. 11.A.Oa".0o.* 100141740 76106.1 116464 66 196.I.Y ; y 1114614/66' rAmer ANP aApoLU7er •..1w, m 1q,r a,mt 1F' PERMIT/B D ADDENDUM ozrosJzao7 • FOUNDATION PLAN AREA "A" •i',. a-1+• J66 110. Oal. . Ude • w SCALE 1 16 . S1.1 . X,1 Conrcfion. • Cu? .PI=A ;+-3rr"z .aTE �gh.�s"rr_ /•%1�am.sw�.mri "Wt4'rA■ri •ue�;.....r..i+u1er .;•.�ti1. •5'--.1k'gLr titAINIlli n , +' ��Xwr= it n9 ` I ILIA �Y1 1 ii�7l�7w'(w. •�(..^.I, FG: li t�i •i��j��, d dirilL• rim; P3!11i��0 ' 0 CSF �..+�L.ro ii �f� �k,6?w r�t�� .� $ �1r� `,V�a{�411141 +'IfI}.Vii! " U Ali �l i i�I ■ I ;..:.ti rr .}} 1111WAri .• � r r. ug r+q tipi �lln1s�-i•1 uP�i- oil roivr6p4-0040iii"-A,Til:1----$ -v •H'y 1,4#0 TooIcrarep i H['Ark Ar + ;il( iii 11, 1211, le W iin OuA" J�JE( ij ] .' xt.,=s e a flit "°' lig F1C4Sie, =11J SHANNON MLSONL $ IANC DAILY FIELD ACTIVITY REPORT Ci ",NAME/LOCATION PROJECT NO.: 21-1-20189-007 REPORT DATE: May 16, 2007 REPORT NO.: 103 SW FIELD REP.: AJT PERMIT NO.: 006-425 Westfield Shoppingtown Sonthcenter Mali Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 70's Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Lloyd Enterprises from 0800 to 1530 MacDonald -Miller from to from to CONSTRUCTION OBSERVATIONS ,• 0Pa'."..: ,ookrio .M.�l..!i.'. FSw TtisO hO>..F tEiP�./w}as-vatF1,3OxBrev-r'� ,-uTIOv"3�i=5-¢r%aLxx��.Gs;v`, RECOMMENDATIONSFO:6Rm. # ^t.Bi �i^ ZE:�c-(9>' ., E±O tti 1 Backfill and compaction of plumbing trenches ..n:e At the request of MacDonald -Miller, I arrived on-site today to observe and evaluate the backfill and compaction of several plumbing trenches one located from line 23-24 (G line), and three others along 24 line None. (West, North and South of K line). Pea gravel, 8 to 10 -inches deep, was installed as pipe bedding, capped with 18 to 24 -inches of crushed rock, and compacted with a hoe -pack to a dense and unyielding condition. Compaction will continue tomorrow. None. 2 Pile Cap backfill and compaction Lloyd Enterprises backfilled and compacted pile caps along 24 and 25 lines (piles 610, 611, 614, 635, 636, 637, 638A and 638B) with the crushed building material, and compacted with a hoe -pack to a dense and unyielding condition. Note: The material Lloyd is currently using as backfill for the pile caps from lines 15.6-20.3 (J.8 -N.2) is exceptionally larger than the plans specify for, as the material (crushed asphalt) ranges from less than '/.,_ inch to over 8 -inches in diameter. The compaction completed with this material, to this point, is acceptable, however; in the future, this material either needs to be crushed twice (before it is placed as backfill), or replaced, altogether, with construction fill (less than 3 -inches diameter) that complies with the site specifications. Crush asphalt pieces twice before placing as pile cap backfill or replace, altogether, with a pre - approved construction fill. ATTACHMENTS Figure 1 — Site Map Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe The field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have Me authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety. quality of work, and adherence to the contract documents. 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II Man -V ilArTUAIr 11501VM11.11 OP! 73 IllArt Erilf.Y.T:PaIMWIfii 44 .1 ..7;;OTA4 • RI.L.1 . to °ors., z..oevatishe of •- • HGIARE • •.EL. ii;:kcponal Met betc011ed Ittoles(mli4). silt 017 - Area f3 104 approvetWicpAlf&Comixtc+iOn 5/it • miff SHANNON &WILSON, INC. GEOTECHNICAL AND EHVIRONYENTAL CONaULTANTe DAILY FIELD ACTIVITY REPORT LOCATION ter. v;: -• PROJECT NO.: 21-1-20189-007 REPORT DATE: May 15, 2007 REPORT NO.: 102 SW FIELD REP.: AJT PERMIT NO.: D06-425 Westfield Sboppingtown Sontbcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 70's Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Lloyd Enterprises frorn 0800 to 1530 MacDonald -Miller from to from to CONSTRUCTION OBSERVATIONS ..i.. w„ e.. 'T'O'O..•ePI` C LC ESCRIP j,. •, OF FIELD r {11 ,_ �IDr°rrAf°.O.n.l.-....'A.G. e.R„sa':'.n.,. ti.2•isD±£-:° zsi " p 'COMMEND TIONS T �R[ i ' co/ a .......... 2 Backfill and compaction of plumbing trenches Capillary Break Pile Cap backfill and compaction At the request of MacDonald -Miller, 1 arrived on-site today to observe and evaluate the backfill and compaction of several plumbing trenches located from line 18.8 to 20.3 (J -J.8). Pea gravel, 8 to 10 -inches deep, was installed as pipe bedding, capped with 18 to 24 -inches of crushed rock, and compacted with a hoe pack to a dense and unyielding condition. Compaction will continue tomorrow. Today, Lloyd Enterprises compacted the capillary break material with a plate compactor, and began to lay down the vapor barrier. Lloyd Enterprises backfilled and compacted pile caps along 22-23 lines (A -C.3) with crushed asphalt (for subgrade). However, the particular material Lloyd is using is exceptionally larger than the plans specify for. The material ranges from less than 1/4 -inch to over 8 -inches in diameter. I recommend that the material be excavated out, broken up into smaller pieces, and re -backfilled into the footings. In addition, Lloyd began to backfill and compact the around surrounding the elevator on lines 12-13 (3.8-J.12) with Class 17 sands and gravels. This area will require additional compaction. None. None. Break up crushed asphalt (rubble) into smaller pieces. Re -compact areas. Additional compaction necessary. ATTACHMENTS Figure la — Site Map Area A Figure lb — Site Map Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any nonconforming work does not relieve the contractor from complying � / with ifs contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the /f .52. !/Z Shannon & Wilson field inspector is intended solely to advise the coatractor of the technical requirements of the plans and specrfcatio and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initiaUdate) Page 1 of 1 ............... .1.0MIMMil MN -,•••• irl 111 i 1 Miliak .4.111MEMP../A I ',..1.-P.. ....!....r , •_±..---4-t*Ri.:1 Iff-A-M1- Tir-111_,AAThi -,-0.1,.,LMIMIMMININ mil avilmis , Viliggail I I I IM I Wilifill 4 I 11 Wit A I i 21 171171.111.0Z-V i t AMIE ti —A-rI, :;eg4•l6.r.i,, t. ,-.:i2,l!,tJi-..,.r'.,.o,i.t,--oF:lt,c',,.' =Miwl nBm_ i__l W—el2-I1li' •i0 ='' ,-,rt • „,....:,..,: ._,!.:?.r Al 1141 ' b 1'7 _ w - Loild. • 0,./a===ba • -a 1 4.. ., 'Flag ffl ta tronowsommanseakseasugorms=uarg - .. .., ... . .. . , „Nemo ttlitZA.1 _.t tt,;RA 011'1.0 • - : i t- 0 • ! ':.-- Ail 01 110 0 0 0 . fi.1E,M1*ITi4.1,eil• calri:V.,7=-1wAi MMIllmi y -,Lir...,......., -.,..I., vi. ..„,..... 4.--.. ..... _____,,_,:lrJr141r1e..7j.-. Ill 7717. .1-',-IMIIFfiiirLilier:o6:1,15ailillEr'—‘41-ifigii, tr.- jr,-,gt.:6-gwartillM,-,if..)Lts AR -....,-__....r.--,- .. .4..----..=,=.--,, T-7....-.=7----_,,, ,_v,,. sr „lirs sr i, .0s-41sv. . ..irtru---, . yitiri, c." -1.--pr) 9.• sc.:ri,. ...,IIE , 1.,....-ui-.._... III 4i 6 ' 5iiik tliotriurzjir .....iillEg •u.lermoillowir I•AIMftI L' J f Pr ; • 1 10I e II 1it .. 3 1:G--rirti .1= .7...---a="4 lit reit lely zo ...a.......T--,-- • "...** Ali ,4° " ';-1-1.. -.... ....1.• ,... ......AL "Ail r,rit 71ifforior b Nil NW 1.1••••"Hy ..-. 00 • 01,20,44 1.11•11olor,romooRopoomm.0!io or rfoui‘ort_ -454 ivffoomoopom I2481itiltraAW-Joramilift-Igaiinks A = 7 :taw p= 4 drik :011111111Z-O4 jaw ir*-4' triF, Li TIM I!iI grxr-arip.i 1,."*.a.chfrfflon • iz-25IfiiiiiaiNOTI pr fiturizattiA Hem .1 8 Ci!.1.1'61- tn121'" • • Diovei.017.20 . raderiali 461,4i-time1 Cm beeqe 19' 14JVI • aPPreve4Ulackfil<41 Fl ARE 113 r • site Aqie,i 11141 MI 2.001— =111 SHANNON 6WILSONaULTANTS INC. DAILY FIELD ACTIVITY REPORT 'TION PROJECT NO.: 21-1-20184-007 REPORT DATE: May 14, 2007 REPORT NO.: 101 SW FIELD REP.: AJT PERMIT NO.: D06-425 Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 60's Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: , Capillary Break installation Lloyd Enterprises from 1000 to 1500 MacDonald -Miller from to from to CONSTRUCTION OBSERVATIONS ATTACHMENTS Figure 1— Site Map Area A IMMITATIONS. The Shannon & Wiiron field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work, The presence, and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complYing with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by th Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor to solely responsible for its means, methods, sequences, procedures, construcrion'site safely, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) A,. 5 -7.zi/ Page 1 of 1 TOPIG ANt] CAT! • M • OF FELD'ACT!,,O .._.: O ECb MENDATONSO ...,. .x.....i�:'.r� m2:.-y��sa...a.k cv*IO WN ® Y 1 Backfill and compaction of plumbing trenches At the request of MacDonald -Miller, I arrived on-site today to observe and evaluate the backfill and compaction of several plumbing trenches located throughout the site. However, the hoe -pack broke, delaying compaction until Tuesday, May 15. None_ 2 Capillary Break installation Today, Lloyd Enterprises installed the capillary break on the building pad from lines 12-18 (B -F). Capillary break material consisted of crushed rock (up to V3 -inch diameter). It was applied using a telebelt, raked to grade, and will be compacted with a plate compactor sometime this week. None. ATTACHMENTS Figure 1— Site Map Area A IMMITATIONS. The Shannon & Wiiron field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work, The presence, and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complYing with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by th Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor to solely responsible for its means, methods, sequences, procedures, construcrion'site safely, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) A,. 5 -7.zi/ Page 1 of 1 ;r-- MA -MI - —,yh Ie1RWINLiVM WO' J I fl �� 11111 I I �tll�p�tii 47r I I •.1�1ir t_.;u":rid+;!ii>tu;z`�!�!ie:�,�■���ia��Fi�:�ll�;��.'s:' _ i�`•-���_—��,� Iii0I 1 t,l ra.til ' li4 fiL "eit '.1 !If.�,�i" 1 fes: FIGUAEI MINNA NMI GEOTECHNICALSHANNON VIS ■ `L�WONRONMENTAL $'L, `Cg SEATTLE • RICHLAND • FAIRBANKS • ANCHORAGE • ST. Louis • BOSTON • DENVER RECEIVED MAY 21 2007 COMMUNTY PEVELOPMEMMO N. 34Th STREET, S&JATE 100 P.O. Box 300303 SEATTLE, WASHINGTON 98103 206.632.8020 FAx 206.695.6777 TRANSMITTAL TO Mr. Patrick Bums Date May 17, 2007 Company Westfield Corporation Phone _ Address 633 Southcenter Parkway Fax Tukwila, WA 98188 Job No. 21-1-20189-007 SUBJECT SOUTHCENTER MALL EXPANSION, Permit D06-425 THE FOLLOWING ITEMS ARE TRANSMITTED: ITEM DATE No. DESCRIPTION DOCS MAY 2007 5 DAILY FIELD ACTIVITY REPORTS , MAY 7 THROUGH MAY I I Per your request - For your approval J4or your information kFor your files For your review - For your action- Return with comments - Other Hello Patrick: Attached are our field activity reports Nos. 96 through 100 for the past week of backfill compaction observations. I'm available at (206) 695-6875 if you have any questions. Thank you, artin W. Page, P.E., L.E.G. Associate Cc: City of Tukwila Bayley Construction 21-1-20189-007 =111 SHANNONEIWILSON®IANC DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: May 7, 2007 REPORT NO.: 96 SW FIELD REP.: AJT PERMIT NO.: D06-425 r ROJECT'.NAMEILOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 60's Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Building Pad Compaction Lloyd Enterprises from 1000 to 1500 MacDonald -Miller from to from to CONSTRUCTION OBSERVATIONS NO., = - TOPIC' AND : ` ~ LOCATION. ' '.• .DESCRIPTION .OF FIELD ACTIVITY, OBSERVATIONS ANIS == ;; = : RECOMMENDATIONS TOrOWNER ,, T`-. }RT IERACTION�. ':' _ .RECO 1fJ l ED TO OW 1Ef 1 Plumbing Trench Backfill Upon arrival on site, MacDonald -Miller (MM) began backfilling an approximately 4.5 -foot deep utility trench between lines 23 to 24 (B -C, and C.5 -D), as shown on the attached Figure 1. I observed approximately 6 to 8 inches of '/,-inch clean rounded (pea) gravel placed as pipe bedding. I observed placement of approximately 3.5 feet of 1 -inch minus angular crushed rock in 12 to 18 -inch lifts and compacted using an 18 -inch backhoe mounted vibratory plate compactor (hoe -pack). Upon probing with a 1/2 -inch diameter steel rod, and based upon visual observation of placement methods, stated that material placed today was suitably compacted to a dense and unyielding condition. None. 2 Building Pad Compaction At the request of Lloyd Enterprises, Inc. (LEI), I observed and evaluated the backfill and compaction of the building pad from lines None. 15-19 (C -F). I observed placement of Type 17 sands and gravels in two lifts, approximately 9 to 12 -inches thick, and compaction first using an 18 -inch backhoe -mounted vibratory plate compactor (hoe - pack), then a vibratory roller. Upon probing with a 1/2 -inch diameter steel rod, and based upon visual observation of fill and compaction methods, the material placed today is suitably compacted to a dense and unyielding condition. ATTACHMENTS Figure 1 -- Site Map Area 13 LIMITATIONS: The Shannon do Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor front complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods. sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) „/V/7 -/c,-07 Page 1 of 1 -mss-: �—=—µ . •-- - �iGE�'aP�{ir' �9i■si!��.^i.�'���i,.'..'1�,�'�+�i�iie"�rr�f` uc��s`�!�i�oc �"� �'�n , FII f Iujn]I _L' 71� �'t•' .,Jrmr 1T 7{ Ei[,� 1 Al- •_,lj��I;�Y �Y 111 w ... trz i rr •'mo •�!IU p1�7�r F-� GiIL•'Y'��G i IIIA' Manu v+1Mfi � iii! Ra1r; Ari I: Y it FOUNcA'AON PL • Ma1ri2001r II S OW LSONINC.■ TEWNoE,eL DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: May 8, 2007 REPORT NO.: 97 SW FIELD REP.: AJT PERMIT NO.: D06-425 OJECT NAMEILOCA%1ON Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 60's Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Lloyd Enterprises, Inc from 0700 to 1500 2 MacDonald Miller from to Additional compaction SeaTac Electric from to CONSTRUCTION OBSERVATIONS Figure la — Site Map Area A ATTACHMENTS Figure lb — Site Map Area B Figure 2- Site Map for Electrical Trench Backfill LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of Me Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon d< Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW (PM initial/date) ///e74°7 Page 1 of 1 iTOPiC AND-. LOCATION DESCRIP1ION OF FIELD ACTIVITY OBSERVATIONS.:ANtJ Via. ; ='"w RECOMMENDATIONS TO OWNER - ° 'Ft)RTHER:ACTIE}L�1--_ : RECOMMENDED. `6 OWNER 1 Plumbing Trench Backfill Upon arrival on site, the plumbing subcontractor (MacDonald -Miller) began backfilling an approximately 4 -foot deep utility trench between lines 23 to 24 (A to B, B to C, and C.3 to D) as shown on the attached None. Figure 1. I observed approximately 6 to 8 inches of /-inch clean rounded (pea) gravel placed as pipe bedding. I observed placement of approximately 3 feet of 1 -inch minus angular crushed rock in 12 to 18 - inch lifts and compacted using an 18 -inch backhoe mounted vibratory plate compactor (hoe -pack). Upon probing with a 'A -inch diameter steel rod, and based upon visual observation of placement methods, stated that material placed today was suitably compacted to a dense and unyielding condition. 2 Building Pad At the request of Lloyd Enterprises, Inc. (LEI), I observed and Additional compaction Compaction evaluated the backfill and compaction of the building pad from lines necessary from lines 12-14 12-15 (B -F) using a 'h -inch steel T -probe. Based upon visual observation of backfill and compaction methods, the material placed today is suitably compacted to a dense and unyielding condition. (E -G). However, the area between lines 12 to 14 (E -G) will require additional compaction. Backfill of PSE At the request of SeaTac Electric (Steve), I evaluated the compaction None. 3 electrical vault trenches of a trench between two electrical vaults located at the south end of the Cheesecake Factory site, along Strander Boulevard (see Figure 2). The trench was backfilled using Type 17 material, placed in 12 to 18 -inch lifts. Upon probing with a 'A -inch diameter steel rod, stated material was suitably compacted to a firm and unyielding condition. Figure la — Site Map Area A ATTACHMENTS Figure lb — Site Map Area B Figure 2- Site Map for Electrical Trench Backfill LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of Me Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon d< Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW (PM initial/date) ///e74°7 Page 1 of 1 •?t, ;D 0j...4' 0 , .'3 f 0; 4 ,O.. O.— O MEriVA) _ a J------ m rdlll l! ail gil A imaiagi ,� . . �,u, _ , wi_ gip -,",",--V.� --.. v.'' � .. _r Or Rim- AV .R,i5.r� .- �� Iafr II �� / 1 �!i s. m I • 1r - .' L M£*. AL:I� -•d I of � • l la • Com..}" _- c a � ...T�.• �-•.1. ilrT�'*1:' r !7 -.S xc rd-=,z'r';' .moi i 'i L'��7.i r- .‘1111/,‘" _ ' MI.. l w.w..:,-4,„ -Lim _. rri ■i •' 4x INIiiii& .4t,i., lir VP," ms's Lowa6 raw a rim ,...c.......w nk. Elm fl 41 Ter.... 11041140. - X1.41. 4400 i 3 .Asprii*,* �4r1LY.11..4 n.wY.iuGM1f4 App/0V01i ". PERMf7/BD ADDENDUM J' oktaslzvo7 ..-.4'''''^'.= : lam.._ForZoci=c= o - itif 7FijuJI .141€11111 11111ffill. i 71 -r r fv L - --r / 1 45ELS1.3 IDR SCHEDULE/ &• NOTA • eDrelpactifirt ofpnwed addi+10/14.1 CornrathiOn tercel . ®I Semi T ,/,e• -+:-Q" I \ -: Title .. • FOUNDAT]ON PLAN AREA "A'. 1. .b. M. • a.,. sem. �. S1.1 site MAt Y� inu 1L�^_!i 4.1...---1&...r.....' .—.;r_1,-..,.,.,—,,.....--..,,,—,..................,��I 4.cuaww.-irr...._�..11 t� Yom...' �J�.. i:i .� SR,- ! 2'__ G11t lie /7�i��� i �.711±1.vu3i ""AMinf�i�Pl+i. IL al!killf1� iir-ir c it fr{ Y I I lq' It Mir _a�e.��Il—y iter • i%y�1`• i❑❑L1 fr II"� Lff A Jr At ■ �1 aI wiworwom wooro liL` luI! ��:PrOi�J9ftf_ 17 ilfPf �fl,M /{{11111 r.. ' i ' '—ii:� S 11 - AIr—`�—` 1I�161 �1 F4+,l4r? � alr�r•,I GG�r�,.r-,4/R';jq iflf WIEliFitne PralaailiAlihrMi;,;; _ ;w.w,.+e a� ;.c� iC•yy�y -. i..�: fir. . > 744 "rr . f1S Ti RB, '�'/ R7�ia.�!��� �t`S1Rr3i!!1iT!`I'i1G7�f 3 HURjjb Si -le- MopJre 13 May 2Zlbfi =UI SHANNON EFiWILSOL Ne INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 2 1-1-20189-007 REPORT DATE: May 9, 2007 REPORT NO.: 98 SW FIELD REP.: AMT PERMIT NO.: D06-425 ROJECT NAME/LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREAS A&B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 60's Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Lloyd Enterprises, Inc. from 0700 to 1500 MacDonald -Miller from to from to CONSTRUCTION OBSERVATIONS NO: TOPIC AND •; ORATION -; DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONSeANDYkp a `s e`_ RECOMMENDATIONS TO OWNER _=-.== Ft TIER ACI10 a .: It COMMENDED TO.OWNER 1 Plumbing Trench Backfill Upon arrival on site, MacDonald -Miller (MM) began backfilling an approximately 4 -foot deep utility trench between lines 23 to 24 (A to None. B) as shown on the attached Figure 1. I observed approximately 10 to 12 -inches of 'A -inch clean rounded (pea) gravel placed as pipe bedding. I observed placement of approximately 3 feet of 1 -inch minus angular crushed rock in 12 to 18 -inch lifts and compacted using an 18 - inch backhoe mounted vibratory plate compactor (hoe -pack). Upon probing with a 1h -inch diameter steel rod, and based upon visual observation of placement methods, stated that material placed today was suitably compacted to a firm and unyielding condition. At the request of Lloyd Enterprises, Inc. (LEI), 1 observed the backfill 2 Building Pad and compaction of the building pad from lines 12-15 (B -F), as well as Additional compaction Compaction several pile caps along K line (17.6-20.3). I observed placement of Type 17 sands and gravels in two lifts, approximately 9 to 12 -inches thick, and compaction first with an 18 -inch backhoe -mounted vibratory plate compactor (hoe -pack), then a vibratory roller. necessary 12-15 (B -F), as well as pile caps from (17.6 - 20.3, K). However, as grading and compaction are not yet complete, these areas are not yet approved. ATTACHMENTS Figure la — Site Map Area A Figure lb — Site Map Area B LIMITATIONS.- The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor front complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise Me contractor of the technical requirements of the plans and specifications and/or design concept. The Contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initialldate) IV/517w Page 1 of 1 a 0 gill.rl--�«1. ��'E3r711 ' 11, �_ MVO— , ''l 11111:41111F pl. 4 11111111.4t MAI �tareskl �, �,,I'11 I{kl� =""iN!e'�;lwe alii=i* ill _ �' iiu:.. _ - - VII ,. L .; Fry; r 9 '/77.0' 1�'� %�I Jr/, k 5.1 Ark 1:1...' 12' `,,�� rl 1IY�I.' 10.51itialM •1110 ' r ia:; �= cx=.rte_ tN �.+�., 44_,.2,-.4.7=4:j . 7; • . 1C �., r7 �� F 4,FR C nr y-41C/16"- 4, 41C316"- . , Mair; Std � Ai .0 0 C 0 0 O 0' e0 0 �i� d0� 'a�!_aii {/1�%I REi`i grit Ali �ic;rli :I' r�"1�1. ,• i = �; n — rr� x ♦ f •.: a 3F7! 7 X11:-.I.iCI ai��� �ct.IL4' t l� £^r,El7 ll.�. if �'-"S^� ox 3:.. "-'ice - � a:�;�---cc��" ����. I' �.Ii:ll� �, 4�-7 i'tf:�.) 1yCl E' �' 't !I .c .fIti7,Mc - I n c -t C' iC?Y 'i Ch ^ 1 ,1rii It a fI y `i �!N'' U i�,I �i:. ■11,11_=� ! s ..LL.---r- A _ 11��q f- :i� =5!:...11115,-. LS oi. ►i - �J7 :7�;Ji ::]f1E] . ..�..1.5.2)11•11M`lw x,m-•sa ,rr�V�- c r. i 9 I:I -� .t iY1' >��:a - �F�f' 7 I -Tw '�) •l �-C:i f.F v, I f Ni6�I ni i:•1 fI •3, a �� tL= • f �H4� I ��i! ,.........„.....___„. _... n=-4.-,..,--..... ■ If 1; 1 N 4. rArs•r I . I r' '_�...,.F �� f� _ .� �_ Y II �` T•, it S:• iIrt_�m7- I „L____,^r Az gwi1, t7 t.---,---......t.14gi11 n elr, Al AYE /1 �, ,n, 3411 i ['f 11.1: 11 �•Id_� x; sF�l %ril / ✓ 11I1Jy- �. 3j4:1 ii 4 III 5.+� it N�'� U A�i11 111 11 1 MOM i �i .l{j �'•r :1 if� tl, ^-.tgy. +4r. 414 �1 r.1qws rer Pi ti1110A1mmusiCi biro lrgr—,Ao Nr 141 .'i R+�. re I -at 'lit-.° _ i Isal�latIgEikaiwux 3iit IP�lr�.,' Y[ 1. /:1111�� '� 1�I -1..In{fF fin.yr 1 Alliu H. 11 �2L�f�Ylll' I1���• kU! 111 6 r`1L llifl ■rrl!tirtr���► x-,Fi4 a I1 0111+ ��rr_ 'NC ' Iw b4 FI4YRE 119 B MAV q . 9ne =111 SHANNON &WILSON. INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: May 10, 2007 REPORT NO.: 99 SW FIELD REP.: AJT PERMIT NO.: D06-425 . PRQJECT NAM FILO-CATION Westfield Shoppingtown Southcenter Mall Expansion, AREAS A&B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 60's Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Compaction Lloyd Enterprises from 1000 to 1500 2 Holmes Electric from to None. from to CONSTRUCTION OBSERVATIONS r,lkto. TOPIC,AND . LOCATION , BRV DESCRIPTION Ot FIELC;i ACTIVITYO SEATIONS AND' < -: s RECOMMENDATIONS TO OWNER =FUl t`t,'FiER ACTION REt:OMlViENDEi�' LO'•OWNER 1 Pile Cap At the request of Lloyd Enterprises, Inc. (LEI), I observed the backfill Additional compaction Compaction and compaction of the pile caps from lines 15-18.8 (H -K). ). I observed placement of Type 17 sands and gravels in two lifts, approximately 9 to 12 -inches thick, and compaction using an 18 -inch backhoe -mounted vibratory plate compactor (hoe -pack) and a vibratory roller. However, as grading and compaction are not yet complete, these areas are not yet approved. needed from lines 15-18.8 (H -K). 2 Compaction of electrical trenches At the request of Holmes Electric, I evaluated the compaction of their electrical trenches across the building pad from lines 12-15 (B -F). None. Upon probing with a Y2 -inch diameter steel rod, and based upon visual observation of placement methods, stated that material placed today was suitably compacted to a firm and unyielding condition. Figure la — Site Map Area A ATTACHMENTS Figure Ib — Site Map Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve Me contractor from complying with its contract documents. Shannon & Wilson does not have the authority 0 direct Me contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initiaVdate) 4*' sir or Page 1 of 1 1 AVAIL .Y1�fV -W 1F�aDEMON0 -5701/f,RUC11O11 11•01 wit d.17. d. 1t0.11.. /e• c.rxor /100067710 Tr./irn 0,04+14440 0♦yoo0. 0104704410' a EirTurawsw---- 1 J1 �Nlli ,74... y 1 fr �`s�)�I'jiit ai ■ wl+h..9f — 7• z�:s 9! r !ANF .wevai34,0 ,.r. . PERMIT/RXD ADDENDUM J` .' 02/0512007 1�;,-rr:::: 7x91111 --- 1 jII I if /f 1 1f I I 5P° 1 1 i 4` 1V:a :" I! III I 1r� 'r 1 -r Y Pi A S1.LFM eranLpf IioE5 E • FOUNDATION PLAN AREA'A' '*, • Jab la. • 0ai. f Fca'K • IG Ifik MapArrRA i'pai dpi 206} r �..r tom �..r� s Lr! T;�-_;vt.rm tolrm.ig '#�'F mlalii.l;f1 �i '��r � 1 eigi ! a it—T - 4 17 :',!Y�r I: l �� .7::: t� • IIr.rr =,... l.'` •--........._.,-.--... �.• v ^-'-�' E �s .^'.' '." ...,..,.r..,-.7.,-7.-, •/�F '� +�iki l��S.II L�7lt.�7S�'[ri 1711. �71� C7 !' rs+ . u - ....}-q is ■w:7 r.� 1sg iii. ifl II �. ® _ f FE �� \1l, 1a • ,� {;1II� {If n j��i`fl +:J � i •' 'tili 1 ,] r fy L� I t=1 O '�� tl o L'R [7 1 g. t !1 �. .11 liP 41I 'D 12 NIP ,..,-,,-...z..:... . i 1 "+- 1111 .�' Li I, il I Alhi• IMV N, 1:11 of ....in i '1w� � ,' HagI �± 1Qr, la .''I `' %'� ii1 Ti �+� �}�r.,l �'�j� � fi��%x1':'f r•• f 111f�.. i' ���` ♦ �It f�`.; MNMr+1+p4 r 1.opo iu 1 w} tlT,is. I�iI !In, Ilr+ Qi V011irAM PSIA 11 t 'r3YIV rglielliG - asrpy��j�Ul�ilill111� ,sil F.10 -ARE Si -Fe 4area B moiic 2bG4- min [I1 SHANNOND 6 MLSONBI�NC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 -REPORT DATE: May 11, 2007 REPORT NO.: 100 SW FIELD REP.: AJT PERMIT NO.: D06-425 R0,1ECT NAMEILOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 60's Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Lloyd Enterprises from 0900 to 1500 2 MacDonald -Miller from to None. from to CONSTRUCTION OBSERVATIONS .',;-:.7"7-: a. NO p:.ida:.e..:..,...c,.a:.,.. - • LOCATION_ ....a'....:aT.,._OPiC.a,, A,..N1D. .... :.........m. .:...__.,...._ EC,..riRP.._ION:OF...fEIZ A6TIV...aITY...,.OBSERVAT, IONS',A6.-_._.°........, ...µ. RECOMMEN•DATIONS TO O•WN•ER • s , ..».`: RTt ER A RECOMMENDED T`OEJ IWR c,,i42,:irs,,- ,._ .m W,, 1 Pile Cap Backfill and Compaction At the request of Lloyd Enterprises, Inc. (LEI), I observed and evaluated the backfill and compaction of the pile caps from lines 14-16 None. (J -J.8) and 17.6-18.8 (H -K). LEI backfilled the pile caps with crushed asphalt, in two 12 -inch lifts, and compacted the material with a compacted using an 18 -inch backhoe mounted vibratory plate compactor (hoe -pack). Upon probing with a ''A -inch diameter steel rod, and based upon visual observation of placement methods, stated that material placed today was suitably compacted to a dense and unyielding condition. 2 Access Road In addition, LEI backfilled and compacted an access road between None. compaction and backfill lines 16-17.6 (H -K). The road was backfilled with Type 17 sands and gravels, and compacted first with a hoe -pack, then with a vibratory roller. Upon probing with a '/r -inch diameter steel rod, and based upon visual observation of placement methods, stated that material placed today was suitably compacted to a dense and unyielding condition. 3 Plumbing trench At the request of MacDonald -Miller (MM), I evaluated the compaction backfill and compaction of their plumbing trenches across H line (21-22). MM placed 10 to 12- inches of pea gravel, as pipe bedding, and capped with approximately None. 3 -feet of crushed rock. Upon probing with a '/2 -inch diameter steel rod, and based upon visual observation of placement methods, stated that material placed today was suitably compacted to a dense and unyielding condition. ATTACHMENTS Figure la — Site Map Area A Figure lb — Site Map Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) .M'c-i7 qq Page 1 of 1 ?), P 74 f4 ew+r�.lAn,lY IIL1eMwnGern, --- I NN�N�►.��• rws�, r�sw Will f II 1 VI olt 15) L m.,•..,d f.'s.. 11 f :a.. a a a� a Al A")' S. St FOR sCHEDU4 k NOTES • SL lit is% FOUNDATION PLAN AREA "A". • Seel ' , Si.1 F�GUREIa s�MapmAA Ma IIS 200" 11 D 47.-1,Mi.... !r%iiiiir=7:17ii..1:-MF:=111111"111°71-1111.1r7'54.rilik-1451-77:17-2---4564;raiiilk �� � __ zc- 31„ �- z --•--_.:===rte 1 2itli 1 �5 1' r '� ra4;' i�, _ ' - 1 � .. 'b' c fru clip 11 11 'c (■J �ry7 . n ' ti • ✓ yam.. UT i1I� '`li A !III .1= .i�u LT'l1 1���� ! ...� .. G,Y��.'._.f��� ....z��77 ++�a�11.0 � 1 r+�• ..,� _—_ b. 1:� _ At li _—_- i t111i2 r:rSS m;rAKi,ti, Ir• M _ � .11 ACF 14thim p. t. fEt {moi :-tea s. • as 1,SI I! Ott' n eAi . r ,, •.1k-- ..�..]yrs'+ i" ') '•` L r. AM li �n� � W: Al PAM 3' 1h. i74 ..� ill;; 14.7 Ii �i��a�ry �I� � 11 II M� IIMI�*4i! •two r it ru111 gsi1, 011111 q1 101117 _ p .x -_� ,rte x- a �- � �:•�� ' �9 `� .. !'-!e,1'�a �lw '''r'�..``jiR�'1 �i� ,�i�_,.1� 5;%T•3iJ�rgayt c,iY�]i ail Ar �1'�1e, �tiIlli1fr_^ ��, ... .1M .„1.11.„, a� �,r,,,,,; !/R^4111 MOI ill r.:Cii5511rILVIIIMIA11111 MO 1 NI rR 11:4��i :: 11:/714.11 i.. Y FOUNOA1ON Pt. rtig h aCCep '173.7irril irlil�.r.l31u FIGURE si+e-itpAreA MON RECEIyEp 6')0(0 MAY 0 9 200? ._ 11SHANNON EIWILSON, INC.��,omMUN�7y 400 N. 34Th STREET, SUITE 100 GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS-L1?PjyT. P_O.Box 300303 SEATTLE, WASHINGTON 98103 SEATTLE • RICHLAND • FAIRBANKS • ANCHORAGE • St Lours • BOSTON • DENVER 206.632.8020 FAX 206.695.6777 TRANSMITTAL TO Mr. Patrick Burns Date May 7, 2007 Company Westfield Corporation Phone DAILY FIELD ACTIVITY REPORTS , APRIL 30 THROUGH MAY 4 Address 633 Southcenter Parkway Fax Tukwila, WA 98188 Job No. 21-1-20189-007 SUBJECT SOUTHCENTER MALL EXPANSION, Permit D06-425 THE FOLLOWING ITEMS ARE TRANSMITTED: ITEM DATE No. DESCRIPTION DOCS MAY 2007 5 DAILY FIELD ACTIVITY REPORTS , APRIL 30 THROUGH MAY 4 -- Per your request - For your approval -iFor your information off` r your files For your review - For your action - Return with comments - Other Hello Patrick: Attached are our field activity reports Nos. 91 through 95 for the past week of pile driving and backfill compaction observations. I'm available at (206) 695-6875 if you have any questions. Thank you, r J� Martin . Page, P.E., L.E.G. Associate Cc: City of Tukwila Bayley Construction 21-1-20189-007 •=1, SHANNON AND & IL�SOTAL N.ILNC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 April 30, 2007 91 AJT D06-425 PROJECT,NAME?t_OCA'TION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: ---- — — Dewitt Construction from 0700 to 1530 from to from to CONSTRUCTION OBSERVATIONS ATTACHMENTS Figure 1 — Site Map Area B Figure 2 - Pile Driving Summary LIMITATIONS.' The Shannon & Wilson field representative it present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Ali', s/0 Pagel oft LOCATION .. "r -D1 SCR1PTJON OF FIELD ACTIV1iY, OBSERVATIONS AND -;;, '"m,..: ; s RECOMMENDATIONS OWNER "='.ry' x U E�OII��QAC y �. 1 Installation of driven piles at Area 13 I arrived at the project site and observed the contractor (Dewitt) complete seven 18" diameter steel pipe piles with an APE D36-32 hammer. Piles 529 will require additional driving, and possible splicing, which will occur sometime this week. Piles 518, 528, 530, 531, 532, 548, and 547 were re -driven to an acceptable driving resistance, which exceeds the final driving criteria (see Figure 2 for individual pile depths). None. • ATTACHMENTS Figure 1 — Site Map Area B Figure 2 - Pile Driving Summary LIMITATIONS.' The Shannon & Wilson field representative it present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Ali', s/0 Pagel oft ea 6 /IA _I? ' ANIL lill• MOM •: �_ .p��+y._�,�_�!� may_ ,ice _ _ . ,ry.�,ir.j l iii i7�� i'�MF-7 5Afr!_�c/041-7)�1 ,I ` AA it F AV' AiM m " iii N. fJ�L Ii CX11`.7 ai+g itike�� i Ekti ,li r 1 _ J :�r i b'�a� ■■ d . ` { �+�yyF 9� 4fl .die.. �. •C� z_^ —_ ��e" J _� I,.7lh.i��� %�flfi .. .� Il��fl _ ;..Ilr�=r.•*.�r,ir-riirarn�_ .".rte =;. acoi.r.r1 "'`2ss f ".,11lt,.i[�.�r��_��u/�� r. rr :' IT' ! IA � oFIRM-�1. C t ' •r� p10 1A 0 Q O ft ' 0 vO t e 5 rviet4 tomelbte c°r'p ie e' 4/30 -�eCas _-��s� fled 413p �.P FOUNaAT ON- Pt . Cip...;,an::•41:::.,%.1 si-ttE.map 4rea; AFri110)1-wq- 0 LU • C? O 2 J N O z F. O Z Jctx cn en z LU J L3. r T ZaF_46_137 z S.e ti 8 • AIR �i_LqiLL0L AbpcH114114"' rt N g. iL 4 1 Jr'," . , $ C�''b10 0 - ri c! - 'U' ice' w 2 K d &' 1 1 UJ F- 0 z Fig gm" mai iNILSONNGaIe DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE May 1, 2007 REPORT NO.: 92 SW FIELD REP.: AJT PERMIT NO.: D06-425 €CL NAt►7Ii 1L.00AT1oN Westfield Shoppiugtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction from 0700 to 1630 from to from to CONSTRUCTION OBSERVATIONS ATTACHMENTS Figure Ta — Site Map Area B Figure 1b — Site Map for Building Pad Compaction Figure 2 - Pile Driving Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities oldie Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work, Any information provided by the Shannon do Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEWBY (PM initial/date) At: s4/7 Page 1of1 TOPICANi?. „"tioic IONI - DESCRIPTION OF FIELD�AC7lVtTY' 4BSI�FL5/ATIQNS �41�fC�.' ":� •, ''RECOMMENEATIONSTOOWNEl ' FkiRTHEFI��I,Ar;e '° GOiM.MEND D=TO 1 2 Installation of driven piles at Area B Evaluation of Buildin Pad Compaction I arrived at the project site and observed the contractor (Dewitt) complete ten 18" diameter steel pipe piles with an APE D36-32 hammer. Piles 619, 620, 618, 617, 621, 616, 588, 589, 587, and 586 were re - driven to an acceptable driving resistance, which exceeds the final driving criteria (see Figure 2 for individual pile depths). At the request of Bayley Construction (General Contractor), and Lloyd Excavations (sub -contractor), 1 evaluated the compaction of the building pad from lines 16 to 18 (C -G) with a Y2 -inch steel T -probe. As the material yielded less than 3 -inches with the T -probe, compaction is acceptable. None. None. ATTACHMENTS Figure Ta — Site Map Area B Figure 1b — Site Map for Building Pad Compaction Figure 2 - Pile Driving Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities oldie Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work, Any information provided by the Shannon do Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEWBY (PM initial/date) At: s4/7 Page 1of1 It=r1F ir3=L=.2. A112011:=1WW•Cfr EttEI, Egnacwsi.p31 ;;-1-4_ ........1.-„.„,„:„:„„gAiri•wr-,41m ime,..r,pr, feitOYEL4'42grigkoh ..'rm';:::•=.! Tigi 1 r A RIPIEMR M A , A 71-19, . i M..`..2.4'm.if,t• ',•••••Adismoir_ wg IN ii,h4=1=7= s-=:!11=1:1)-•,...-.. ... ' 7- fl irl 141 •.-.25.14' .1 I A 111 • ; 4=1111121101111212=1211r 0 DAT" rite?1-evL4kjk rillf,k4e01 pi Tr e+e 5/1 &e4n ifte4 VI • O't s4cMap AlfY4 A46,1 q.0o3 AtA is �r'F II ce3 Laid lirrn Ei, !lam/LL,--;- :_•.lt:l -43. - 777�f� r 11+Ili 1 ir pp DEMCottantucnOS . .1 ilia.' VillthIrs 1.10. W M.+.. nr,..r >to4216-174. Tiede 310470/4456 • ,a.r.r 0,O1704W iantrazarans Zailir' 7,5 m. " 14-14-111 ConmAgnIr A•W 3 fl .1....tiw,t4 n.ris.CAnt,• 'Appravde � s• . PERMIT/Met ADDENDUMJi • 102/05,1007 16,1( Mary Date 003/01 11/111/111 Ii I IIt 1 i iii EA A'� SEE FOT SCHEDUL & NOTES SCALE 1 164.1'-0' II: • FOUNDATION PLAN AREA "A* Job Na - Data Scale _.q s1.1 FLG 117 mai 1, 2ooi site Map r Comw(iov 1 1 1 KE `ae �+�ai'b14 IN T.L _TI• R •0; z 0 N -J Z 0 Z N fI tni ❑ o C51 I z 0 a 2 (<Z z w z • 0-0 n- O i r Ft W 4 4 11 • AIM IMF rel SHANNAL ONE&\MLSONONeINC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 May 2, 2007 93 AJT D06-425 PROJECT.NAMEIf DCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction from 0700 to 1645 from to from to CONSTRUCTION OBSERVATIONS ATTACHMENTS Figure 1 — Site Map Area B Figure 2 - Pile Driving Summary LIMITATIONS: The Shannon & Wlson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and ow acceptance of any non -conforming work or failure to reject any non.conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon A Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design roneept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM Initial/date) //t'� 0/ Page 1 of 1 TOPIC AND " LOCA, TIAss Nz :. ,DESCRIPTION OF FIELD ACTIVITYs OBSERVATIONS.. ,,.- '_RECOMMENDATIONS T,. O_o.,Mw.....y .... _ ::... : . tx ` 4 FURTHER 6.w✓«A"r`A 00W 1 Installation of driven piles at Area B 1 arrived at the project site and observed the contractor (Dewitt) complete eleven 18" diameter steel pipe piles with an APE D36-32 hammer. Piles 529, 494, 493, 492, 491, 552, 551, 549, 550, 592, and 593 were re -driven to an acceptable driving resistance, which exceeds the final driving criteria (see Figure 2 for individual pile depths). None. ATTACHMENTS Figure 1 — Site Map Area B Figure 2 - Pile Driving Summary LIMITATIONS: The Shannon & Wlson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and ow acceptance of any non -conforming work or failure to reject any non.conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon A Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design roneept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM Initial/date) //t'� 0/ Page 1 of 1 MEW o i{•na•r.- r 11,601 i EFEE wit rR '�ill.•�r iii Ir + �j���>? '�'�' �E7�E� � -Slr. ��'� t ` �=! � �t�73 �,c, •,�+❑ n ,��''-�� ��F.k�... iI�E 3=C-===`t e 1 ■i M" , .i ii Ir ■ MairA WI r -V fIice. "E7 .rte ' J ,. ice' LE'ia • l: 11111 ilY. �p�wr�• �. .r,- �+. ".t?; �i -. •, = Wi- ! � 111 i 411 ;? • �7:;" 11 111/521 111 rel 4jk # Eaurmi FwtIEE> 14 u1 jl SII.--ai omunia/r y t r :a•1 2 A• •, ..' 0 Tite5 Dhv'view II p'Tt COMP ie+e. • 5C .441:1j451 ri6 P Arre4 41. f 110 • It 1 1 ION �1I SHANNOCHNICAL N %W(LSONL e INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: May 3, 2007 REPORT NO.: 94 SW FIELD REP.: AJT PERMIT NO.: D06-425 NAIMAEILOCAt1ON Westfield Shoppingtown Southeenter Mall Expansion, AREA B CONSTRUCTION OBSERVATIONS O REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER 8 TEMP. Sunny, 60s Installation of driven piles at Area B Client CC Westfield Corporation General Bayley Construction City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction from 0700 from from to 1445 -1 to to CONSTRUCTION OBSERVATIONS O TOPIC AND ~LOCATION ,• DESCRIP1T.ON OF FIELD ACTIVITY,: OBSERVATIONS AIsl1] k ' , r >RECOMMENDAT1ONS TO OWNER::. " FURTHER ACTIO ;RECOMMENDED TO QWNER 1 Installation of driven piles at Area B I arrived at the project site and observed the contractor (Dewitt) complete seven 18" diameter steel pipe piles with an APE D36-32 hammer. Piles 591, 590, 597, 596, 595, 594, and 553 were re -driven to an acceptable driving resistance, which exceeds the final driving criteria (see Figure 2 for individual pile depths). None. ATTACHMENTS Figure 1 — Site Map Area B Figure 2 - Pile Driving Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods. sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initiaVdate) "bo: s/ili Page 1 of 1 Ift . 41 ,sa • ��" '' i � I• 'ryi n'0V- titfrmin •Y-�ii a- mr,wi- �biA�ii��4i/ "� mAl _ - i E ( F ' 4 Y( K. l..rr lill'Ilni i i c �H1:i rx��rsa rill r .[ .fi�� fir _ Flrit Erimt r a,rr:!!rin i n .Muir ::i��;�."��!� t :.�:i,. Vit• i ,III•`" -7144. '-;• 'r= , .•1)110.1.11 oA ao bitec view si -NAV ArtA, piTe. (Mr lefe sf 3 41°417 (s= Els Ilea 5/3 •ILEINST•L TI•NS MA -YR ••; T Y re L7.1 re T g 1M., z O hh zL W — — w m -o 4 w An.w 1 IMP W w 11J SHANNON FYWILSON, INC IIIIi�► GEOTECHNICAL ANC ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: May 4, 2007 REPORT NO.: 95 SW FIELD REP.: BZH PERMIT NO.: D06-425 PROJECT NA MEILOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, rain, 50-S Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: from 1030 to 1440 from from to to CONSTRUCTION OBSERVATIONS Milo:: k' TOPIC AND LOCA . ON 1 ESCRIPTIONoF oiab ACTI 11Y, OBSERVATIONS 41V ;'".; . =.:::: ' Ft ocim VItwoATici s TOOWI Mfr: `SI >. ; N • "-° -,: URTHER`ACTIOtY:m. ;:: ::s 1"COMMtNt re 7 `d " "..WfAii*R 1 Plumbing Trench Backfill, Grid A.5- 22 Upon arrival on site, the plumbing subcontractor began backfilling an approximately 4.5 -foot deep utility trench in the vicinity of grid A.5 and 22, as shown on the attached Figure 1. Observed approximately 6 to 8 inches of '/.-inch clean rounded (pea) gravel placed as pipe bedding. Observed placement of approximately 3.5 feet of 1 -inch minus angular crushed rock in 12 to 18 -inch lifts and compacted using an 18 -inch backhoe mounted vibratory plate compactor (hoe-pak). Upon probing with a 1/2 -inch diameter steel rod, and based upon visual observation of placement methods, stated that material placed today was suitably compacted to a firm and unyielding condition. None. ATTACHMENTS Figure 1 — Site Map Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve Me contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept The contractor is solely responsible for its means. methods, sequences, procedures, construction site safety, quality of work, and adherence to Me contract documents. REVIEW BY (PM Initial/date) /lk✓,4� S70 Page 1 of 1 'I' C14 C16 CS • �y� ill ca/ t � • i C2 IMMO *fag AcerArgardire- 01110 t. e crippler' c c3 C3 r 0 4:21 10 • r=! c -f.' CI i1 f, jI1 11 _'� 1. 'Pit' ti C3 11 C19 aLr ces C3 19 r. - C27 1- - C3 C29 t -J 0113 • SLAB ON GRADE r/f4 s tie' OR. f►lIo-HEIGHT EA. WAY OVER 151,21. VISQUF N k OVER COMPACTED BCRAD C23 C2 •1 • a1. 0 '' OJ Cs it [CT,'f'- Ga C2 ij C2 - J co1 ecentz NY a a , Ili SHANNON 6 LSON, INC. Mkt/ ?��I' 400 N. 34Th STREET, SUITE 100 MEW GEOTECHNICAL ANC) ENVIRONMENTAL CONSULTANTS 0,��� P.O. BOX 300303 SEATTLE, WASHINGTON 98103 SEATTLE • RICHLAND • FAIRBANKS' ANCHORAGE • ST. LOUIS • BOSTON • DENVER 206.632.8020 FAX 206.695.6777 TRANSMITTAL TO Mr. Patrick Burns Date April 30, 2007 Company Westfield Corporation Phone DAILY FIELD ACTIVITY REPORTS , APRIL 23 THROUGH APRIL 27 Address 633 Southcenter Parkway Fax Tukwila, WA 98188 Job No. 21-1-20189-007 SUBJECT SOUTHCENTER MALL EXPANSION, Permit D06-425 THE FOLLOWING ITEMS ARE TRANSMITTED: ITEM DATE NO. DESCRIPTION DOCS MAR 2007 5 DAILY FIELD ACTIVITY REPORTS , APRIL 23 THROUGH APRIL 27 Per your request - For your approval For your information k For your files For your review - For your action- Return with comments - Other Hello Patrick: Attached are our field activity reports Nos. 86 through 90 for the past week of pile driving and backfill compaction observations. I'm available at (206) 695-6875 if you have any questions. Martin W. Page, P.E., L.E.G. Associate Cc: City of Tukwila Bayley Construction 21-1-20189-007 man 111 SHANNON E/1MLSON. INC. = GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: April 23, 2007 REPORT NO.: 86 SW FIELD REP.: AJT PERMIT NO.: D06-425 ROJE'CT M1NAMEi'EOCATt,ON Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast to Sunny, 50s to 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction from , 0700 to 1545 from to ____ _-- -— — ---— from to CONSTRUCTION OBSERVATIONS y: • ,:- NO. , TOPIC AND:, LOCATION ' , DESCRIPTION OF FIELD ACTIVfTY, OBSERNAT1ONS:A fT .;:' a a'•. -' - =[ ECOMMENDAT1ONSTO OWNE1"t'<`=Mry; re ;'< :- `.Y zy" UR HER AC ft{5t+1 ,= CO , M E. D D TO N 1 Installation of driven piles at Area B I arrived at the project site and observed the contractor (Dewitt) install twelve 18" diameter, close -ended steel pipe piles with an APE D36-32 hammer. Piles 512, 582, 585, 584, and 641 were re -driven to an acceptable driving resistance, which exceeds the final driving criteria (see Figure 2 for individual pile depths). None. ATTACHMENTS Figure 1 — Site Map Area B Figure 2 - Pile Driving Sumrnary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with iti contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 till D 0 G 0 O « 0 r: 0 J". ,3 1.rti?.rw - lam..-- J[' ' _5' 7.__1L E'Yt•'T_ 11.1 rl ''=: — -�,- . N1Kr `f7l.- • 1 1x 'z-- g., VL�+'7-71'i( a-ir;�CI QY� •f;1. 1/71 '�� illlk E I/ IJIdV1 l le �` - .. (La II ..t Fr ,- :qtr '.�fAsimativ .r4dal r s► ids � ''s !I %1I� � �ii�l •' n11 awAllwrnii��A[ a u� r f� rn �. MI ■r":01 u r !h,r.! �1►.� �>rlp�f3 fir''u��" Y "" �r**1�im+� �M}�r■ .iM°, 1.:� 1 n ► ' ,� � ui� R '71'7 r +f_ 111 11 to rvtd1 , x!` Comj 4ef ed45-9 s ith3 /. DATION @L '—• A.A • SimmaPlArea;$ flpril23,'z0o;1' . 0 a cell' 0 •:- z Q 0 2 co N Z o z 5z Z w J a O J 0 1 W N SHANNON AND WILSON! DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: April 24„2007 REPORT NO.: 87 SW FIELD REP.: AIT PERMIT NO.: D06-425 R(al"ECT NAMEILOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction from 0700 to 1630 -155 from to _ from to CONSTRUCTION OBSERVATIONS iO' ', :TOPIC w. "AN LOCATIONRECOMMENDATIONS ' pEBCRIPTtON'OF FIELD ACTIVITY, OBSERVATIONS AND : O OWNER: � e a . r . v.,-,. . L ,. e .. ! .r �. -. -t- . . ...... . .... . ..... y.--•• ._-.THER ACTl ECEN) .TO OWobit Y •-_ •-•_”'-- -,..4 ,..v ...e'$m" '3ia= -, t.r—,...„ .t.w.$ 1 Installation of driven piles at Area A & B I arrived at the project site and observed the contractor (Dewitt) complete seven 18" diameter steel pipe piles with an APE D36-32 hammer. Piles 642, 640, 527, 526, 524, 337, and 338 were re -driven to an acceptable driving resistance, which exceeds the final driving criteria (see Figure 2 for individual pile depths). None. ATTACHMENTS Figure la -- Site Map Area A Figure lb – Site Map Area B Figure 2 - Pile Driving Summary r LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have Me authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences. procedures. construction site safety. quality of work. and adherence to Me contract documents. REVIEW BY (PM Initial/date) Page 1 of 1 \ Uffi 'IN 0 ._.2.L......11....._,.--;::•••: • 11' _.-.A ir -...: _. li4 i •••••• •..vt-1-• ' - ...Cr...pv:113.1 - , ..,-.. • - ._,.., 141 I! 1 , - t t e ifN : I 41 11 . -IN 1.11 IOW • IMIEF:` ',I, 111,0,71 II.,..'41...i. j .--. i• i'1,212r 1 I. . -" ' I I i WICA'- ' --.• itr2/21 t t -1-•1 7 11 • •....,.,4.4.41.y.. '' -!.. NtIll. *Ui 41, ; - • •-.. ' I 12k I (L..: . -4-r• ••-•+-',-•'• I ! - ' —14.14411'L ITT • !, r444 I 1 ! 0 :, . 1 !I 4r4 -0.4114,0,514-011110V- 117-94'w tt ! 3 4 ��r wrwws_� •fs:�r�d�f�i!!�ii1�1 �r l•7r a' dr Iii: et,y �^ yo.�r> . i• ifs i Wig` i �{: 14� th .1 Ot " I III IH' E�.a r. I 4IIrAi rl� �i[fl! !:7 11 ti ?{?I � ` �, 11• 'fly iii fw X. In'sii'• n. };!i i,' J.?' triter 1 _' I'�ir,, t 0lk ,c_7i.Z'�F "ma -c �ll� .•} !#I1111. trr/W19f.7fi r kin)* Mlu, 116111211217,11,ammcliE.::: 'IA 111 0 •1Sie5 t7I°Vis Xf Ott c� CO IIp fele' 41 e s-_f.1's ile4 4 f 11NQA'110N Fel), m� o .YF'f SIG Ibsi.4,map Arg Ap�1��, 200 2 g,)e- t c:)• 4:4�oaOp ca ca cs Ezt, • Z t% t ,1 O (10 )..mmommilemmiltmoimorli } r , .7 a CA W 2 iin tpcorn ;` i ' SHANNON &WILSON, INC. ' GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: April 25. 2007 REPORT NO.: 88 SW FIELD REP.: AJT PERMIT NO.: D06-425 `PROJECT NAME/LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: illy Dewitt Construction from 0700 to 1 600 _VA from from to to CONSTRUCTION OBSERVATIONS NO' „_'::E. TOPIC AND , , LOCATION, : ; DESCRIIP110N _CLF FIELD ACTIVITY, OBSERVATIONS ANtI ° ';` RECOMMENDATIONS TO OWNER .;:' , ' , ;F.UR HER CTION e ; ,; RECOMMENDED�TO OW ER 1 Installation of driven piles at Area A & B 1 arrived at the project site and observed the contractor (Dewitt) complete eight 18" diameter steel pipe piles with an APE D36-32 hammer. Piles 465, 464, 521, 523, 520, 516, 517, and 518 were re -driven to an acceptable driving resistance, which exceeds the final driving criteria (see Figure 2 for individual pile depths). None. ATTACHMENTS Figure la — Site Map Area A Figure lb — Site Map Area B Figure 2 - Pile Driving Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the fold activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon di Wilson field representative and our acceptance of any nonconforming work or failure to reject any non -conforming Nark does not relieve the contractor from complying with its contract documents. Shannon el Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work. and adherence to the contract documents REVIEW YY PM initialldate) Page 1 of 1 ?1,- _.„...:„.„.„_,.. /= 1) d ..A.,_ "...,... _t.._ r�t > ia, 1 I� ,,ttl(t; ! 9 0 iFil 1.iliG�r 1. ,2-ki ��II.11 u■ • k,. ' P iri ...,,, ,„,,,E1.,9 • c.,,,, t+ : � ate;-�a:e ort - 2 a c's=r"aiv • rIfi, ... .. Ilial MAW a.w...+. nog.. u.wwww cuta.r .00an.i 116011.06 110 470401 3,a.n.4. S _.,.. 'faYa.l rta . i1 11 PERMIT/1D ADDENDUM J1 02/05/2007 No. ArWon Cote AWOP.0 Q^=/. A FUN pia meas ® =Mb a wpsp $ VA OEM &Ns WAIN tireolv4 Wiser a a—� :. 0 MP. sr -n• ar-r L - u -V L - -r r. o SEE S].$ FOR SCHEDULO & NOTES t/ta'n'=0` .t..t ,�.• FOUNDATION PLAN AREA'A' Job N. Oat. y rile comPldizd4/7.5 S1.1 �fG la Si+e NIaP A -fa A- MO l 25, 200 Area Sii+e Mof -{?Iles' jet F� i o o c a v c c {, kai 1 0 Alla • � " epi 1 n, . ����� "--�� ��_yyll 4,�' in- raw �.i-31�� 'M}1 '�y:��,r S, M R. ��i:%1`TE - 'Ulf '`1- Ng d ' 14" `,.'-- .. '� [! -%N '' .liJ16a, RG'MJH. . li .� �{ • wr., is irP71 fC,V'''z'�EJ iil 01 ill [ it ! J! ;_� �„ L�° 1 �1 _ �_ lirt 1 1 _,,eat _.. r �u15s �I•r I f lli. �iirr r : p -�r,�. wf. Ii r,# CA) 'MN ila,./240INIFITIM.in 11, kiNgiiri,.1 .01 i iI mrr Jim soil 1 ct,r e ft,_ '_rpt { ly, 'i it DATION PL 0 }t2ile5 oviot k �� e Ilam.1e+ed 4/-4 :-O —• "B•' SEE Sf3�Qg SCHED1I, 1!IciI sr 4c op l04 ApnL ,. F— re mo0 w W z A N 1 495 `� 4 � �k�i ►� �i � M N) • s; a: s o a" o0 0o oa aLb . o? z -JO w ▪ 04 to 1 t T r ,a -r _SWC Q.. �. 01 au -.gap JZ Z • to N w J a • Coo Ca V" I gr 5 p►0 p O b o 'c i I 11 z 0 a= t... g g b J ;= ''•, ,,r„cr is “►, LS L„ 1 • AP - 1 r 9) 3 W CY 42 — Oi E r6 8 4 w H 0 z Nc3.2, =!I! SHANNON EiWILSONINC.L , DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20184-007 REPORT DATE: April 25, 2007 REPORT NO.: 88a SW FIELD REP.: EVP — PERMIT NO: DO6-425 PROJECT. NAME/LOCATION Cheesecake Factory Building Pad REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER 1 & TEMP. I Overcast, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 1030 to 1400 from to CONSTRUCTION OBSERVATIONS .n4'•: ..gym"'.rw+�w.?m.,n.,� ,. O 4.,.« _ TOPIC AND T,.• a.. LOCATION --.- _ _ _ - ..h - _ DESCR1ATION OF FIELD ACTIVITY, OBSERVATIONS AND. r RECOMMENDATIONS TO OWNER �;=; e: , , �n ssu.. , .,.. ... .. .^ y .,,tae.,�.,tl, Ft1BT 1ER°ACTION 1 R COMM lt3 ED TOWNER d< .a.. I. Cheesecake Factory Building I visited the site to observe compaction conditions for the surface soils at the Cheesecake Factory building pad. The contractor, Lloyd None. Pad Backfill and Compaction Enterprises, used a 10 -ton roller to compact the Class A type 17 material. I observed the compaction at the surface to meet acceptable density (less than 6 -inches of penetration with a V2 -inch steel T -bar probe) and be in accordance with project specifications. Please note that we understand, based on discussions with Jim Garrison of Bayley Construction, that Lloyd Enterprises previously excavated the old Double Tree Inn swimming pool from beneath the Cheesecake Factory footprint. We did not observe this excavation or subsequent backfill. Thus we cannot confirm that the backfill was compacted to a dense condition. If confirmation is required, then in- situ testing should be performed. ATTACHMENTS Figure 1 - Site Plan for Cheesecake Factory Building Pad - Compaction LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with 113 contract documents. Shannon & Wilson does not have Me authority to direct the contractor's work. Any information provided by the Shannon do Wilson field inspector is intended solely to advise the contractor of the technical requirements of Me plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) z/7‘.1f er4 ks,07 Pagel oft fr 20 40- 1••••,..2i,1••••••h : I • -11 • -MMI111111 - - • --- t. - • • (iHFEE1. - 1 inch .• 40 ft. • • DER. BOULEVARD Figure 1 — Site Plan for Soil Compaction Cheesecake Factory Building Pad 21-1-20189-007 7 SHANNON EI LSONINC.IB� DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: April 26. 2007 REPORT NO.: 89 — SW FIELD REP.: AJT PERMIT NO.: D06-425 ROJECT NAMEILOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER 8. TEMP, Overcast, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction from 0700 to 1530 –acilley from to from to CONSTRUCTION OBSERVATIONS r�..,� ,,.'f OPIGAND " LOCATION : DESCRIPTION OF FIELD ACTIV1TY OBSERVATIONS' AND ` �."` _ ITP �r <�`'<'-�:, RECOMMENDATIONS TO OWNER a FURTHER ACTION TtECOMMEN�1OED TOOOWNE °w 1 Installation of driven piles at Area B 1 arrived at the project site and observed the contractor (Dewitt), complete nine 18" diameter steel pipe piles with an APE D36-32 hammer. Piles 622, 615, 643, 644, 648, 649, 623, 624, and 625 were re -driven to an acceptable driving resistance, which exceeds the final driving criteria (see Figure 2 for individual pile depths). None. I .r+ .i ATTACHMENTS Figure 1 – Site Map Area B Figure 2 - Pile Driving Summary i LIMITATIONS.: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with in contract documenn. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the conrract documents. REVI EW initiaVcfatej '°7 Page 1 off •AreMafa VAtil S 4.1 IM u9 +C7 firg110E' '� ;I. i�11�r�I�■I l�� 1ll1I + 14�ri 1•jtny iNI n! 91I ''''Or Ili-614E1g rr� �F I:f ri, ... Ii:i:....V5: 61:41$74" s F1i , l �N[ i1 j0: u�9wu' 'E I cry F. 1MR giii ! R1tip•rieroJ IpEIL' z.ry 0n--.0 p.4." 7dtIG 'r 41.q I. icnriti 0� • ?ries 'yvier(o %fie ifie.. 'Compte+ed 1110.. . k :9e as ���s fled ot 71ON }a 4FYisJ:E7h. 34� .. 1 5i -fie Jap re61 Ap 101'100x' 1- 0 a W U re } ? re o M J c;. Oas z pQQ 0 J N N Z W 1 a • 2 W 4z"6 1 a-a-'ttCT vE_h ,4S 10(! SLS O ® 1 5 a 1 2 a _ • *AAA,: • -a� w z 0 N Ism SHANNON EIWILSONe CAL AND ENVIRONMENTAL INC. GE DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: April 27, 2007 REPORT NO.: 90 SW FIELD REP.: AJT PERMIT NO.: D06-425 OJECT NAMEIL t CA7'IQN 1 Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: ter Dewitt Construction from 0700 to 1430 -SAY from to from to CONSTRUCTION OBSERVATIONS NO. is TOPIC AND LOCATION ' _ 3 .�. ,a, .._ I<3ESCRIPTION OF FIELD ACTIVITY OBSERVATIONS AN l!` ->a _ ' RECOMMENDATIONS TO OWNER, , ' :?' '- � , . ..es.. 1 1 R`A T1ON " `w RECOMMENDED 'O,OWNE -w., , 1 installation of driven piles at Area B 1 arrived at the project site and observed the contractor (Dewitt) complete two 18" diameter steel pipe piles with an APE D36-32 hammer. None. Piles 530, 531, 532, and 518 will require additional driving, with possible splicing. This will occur early next week. Piles 522 and 525 were re -driven to an acceptable driving resistance, which exceeds the final driving criteria (see Figure 2 for individual pile depths). ATTACHMENTS Figure 1 — Site Map Area B Figure 2 - Pile Driving Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have Me authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector u intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means. methods. sequences, procedures, construction site safety, quality of work. and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 -pi I w � i�'' iiOttl*i dil w.. ran zit unip ir. tro 031. I� rM✓ 1C47{ELl�tIMA ii ! 110 S4 tare MaWq iFi.SX.1�117.i.H166MF-altplt11111.flu ! ttelar ;1 • r' XX xX f. 0 t'f te5 ptivi#44 i� DAWN FL ' -ityLse pie CBrnp 1e+e. a 4064,13s 1141- • -200= jitmAm.._iumA4gg;Lejzlii z z u) J_ z 0 z z co z �o a�rOf- CL M z o J llJ rc17-ff 34 26-2 E � w w cid_a� • 7 4 5 2 SN 1 4 1 f!J H 0 z ,FIG 2 ntCEIVED SHANNON MLSON9ILNC$ lAPP 30 2001 DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007_ REPORT DATE: April 20. 2007 REPORT NO.: 85 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAME/LOCATION Westfield Shoppingtown Southcenter Mali Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER Overcast to Sunny, & TEMP. i 40s to SOs Client Westfield Corporation CC City of Tukwila General Bayley Construction Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction from 0700 to 1200 from to from to CONSTRUCTION OBSERVATIONS NO. , Figure 1 — Site Map Area B ATTACHMENTS Figure 2 - Pile Driving Summary 1 LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failstre to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractors work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 TOPIC AND 'LOCATION -' DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND RECOMMENDATIONS TO OWNER ':' " " FURTR HEACTIO. RECOMMENDED T O IV l Installation of driven piles at Area B 1 arrived at the project site and observed the contractor (Dewitt) complete five 18" diameter, open-ended steel pipe piles with an APE D36-32 hartnner. Piles 583, 546, 515, 514, and 513 were re -driven to an acceptable driving resistance, which exceeds the final driving criteria (see Figure 2 for individual pile depths). None. Figure 1 — Site Map Area B ATTACHMENTS Figure 2 - Pile Driving Summary 1 LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failstre to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractors work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 0 0 0 +rq1"Ir11� i1* y]�llr r'I�rtw,�Tc. opieri -irm ran «m`'��i, Q win. [mg p� ar, rff•7{(7 V�.7� (rQ'� • ti1 Arkr .sI II 1rimy 0 L- Iti Lar° �... s n c 1,� ate 4e.--...' i .2''%', I� -i '.zu ' [IIN's 01�+ ..!! I 1741l � f���� ih r. '4,1 AMF■n W (.rF �r , iFlr4 �i liONU 41IT --7479M21;1 WARE Or �3":� ccs, i1J1 A ! 0 0 12.11121110011ra O o © r OUNDAT1ON ' ?rte5 �rn iTe Color . }efe'AciAk ,64t7as. iv)q--A lied it si+�i�pArea;$ Ap�°I,�a, zoos a re W ,.04tsl 4 a H 0 a. ao N z� oz 5z 8 =�4- z W J a 1 uJ z 1 J z 0 J W rXMC' CC' Q i • 1 J r nIZS it> VI Cir- -00 Y - 2 1 clet Lc% lr lr ls- F w E-- 0 z SW SHANNON &\MLsONgINC. RECEIV DAILY FIELD ACTIVITY REP PROJECT NAME/LOCATION DOJECT NO.: 211-20189-007 WORT DATE: April 19. 2007 SPORT NO.: 84 SW FIELD REP.: AJ3' PERMIT NO.: DO6-425 Westfield Shoppingtown Sonthcenter Mali Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER i Overcast to Sunny, & TEMP. ! 40s to 50s Ctient Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction from 0700 to 1545 from to from to CONSTRUCTION OBSERVATIONS T NO.. ":11460 „TOPIC AND - - LOCATION DOF FIELD ACTIVITY, OBSERVATIONS`A1� D;:.w .<° . , DESCRIPTION .",RECOMMENDATIONS TO OWNER.:... ,' - ,FURTI;HERRACTIOnl:' L: :r I: ECOMMENDED'TO OINNE 1 Installation of driven piles at Area B 1 arrived at the project site and observed the contractor (Dewitt) install ten 18" diameter, open-ended steel pipe piles with an APE D36-32 hammer. Piles 503, 490, 489, 500, 502, 580, 635, 613, 638A, and 638B were re - driven to an acceptable driving resistance, which exceeds the final driving criteria (see Figure 2 for individual pile depths). None. ATTACHMENTS Figure 2 - Pile Driving Summary Figure 1 — Site Map Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the fiekl activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon dr Wilson field representative and ow- acceptance of any non -conforming work or failure to reject any nonconforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications andeor design concept" The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) 54 3-67 Page 1 of 1 0 p �+ O O Ei F �•,.� `�+J��.}��j[ '�--� (■� Rr • ■.� � Arimer.'o "—lam% Eriz i 111: y Ei ��t.ii J• r 4C111K, f7Ei Z'. '�b ;+' + , L._ s jI1IiG iJ in F7' F+ . i�12ii� 36` �_^•..'�r-" Fi�.ls �� ����rr .r...�.�r r•..!�}. �>_ —• DIY=.�': `,oaf • .. _ _ _ Vie!'• Q'_ TRS"' ri h -0ellitoi Illt twitviiv 1.11wiffienowaraiiiiymisilug� l� t'. Xd Ear .FOUNDATION RL --• o ;riles Ftvovievil ia ie4col "'Te completed 1/11\`. . :,ems al fled 469 1aPlf�reA�j .:Apnl q 200' re w i[N IU7=11M1 1.11 333 JIIIIII'IIIIIII a UJ w H 0 z ENV SHANNON WILSONOTECHNICAL AND ENVIRONMENTAL DAILY FIELD ACTIVITY REP ReCEIY DJECT NO.: 21-1-20189-007 APR 3 0 t✓<lREPORTORT NODATE: Sprit 19.2007 BIP8._._,..,_.._...........................__... ITy SW FIELD REP.: EVP rPERMIT NO.: D06-425 ROJECT NAME/LOCATION Westfield Southcenter Mali Expansion, Area A and Roadway Replacement Area CONSTRUCTION OBSERVATIONS REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER i & TEMP. i Rain, SOs 1. Client CC Westfield Corporation General Bayley Construction City of Tukwila Bayley Construction Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: None. Dewitt Constriction from 1000 to 1500 probe). from to _a CONSTRUCTION OBSERVATIONS ATTACHMENTS Figure 1 — Site Plan for Backfill and Compaction Figure 2 — Site Plan for Over Excavation, Backfill and Compaction for Roadway Replacement LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon ti Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon d Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon h Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVI7 BY (PM initiaVdate) els; /;Y("4"•.2f467 Page 1 of 1 TOPIC AND 1.0dATION, DESCRIPTION OE FIELD ACTIVITY, OBSERVATIONS AND, .:.; ,':: '> . :.:. a ROCOMM€NDATIONS TO OWNER " • . ;., :_; .. ?�; =..; -e. ' F M`FURTH1, R AC ION:, RECOMMENDED TO OWN 1. Building Pad 1 visited the project site to observe backfill and compaction. Holmes None. Backfill and Compaction Electric backfilled and compacted Class A type 17 material for the electrical conduit area lines 18-19 (J to M). The electrical conduit trench was backfilled with pea gravel up to 2 feet above the conduit elevation than backfilled with Class A type 17 material in 1 foot Iifts up to grade. 1 observed the backfill and compaction to meet acceptable density (less than 6 -inches of penetration with 'h -inch steel T -bar None. 2 Roadway Replacement probe). Backfill and Compaction In reference to field activity report No. 81a, 1 observed the over excavation, backfill and compaction of the identified areas of concern for the roadway replacement area east of the Olive Garden to meet acceptable density (less than 6 -inches of penetration with V2 -inch steel T -bar probe). ATTACHMENTS Figure 1 — Site Plan for Backfill and Compaction Figure 2 — Site Plan for Over Excavation, Backfill and Compaction for Roadway Replacement LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon ti Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon d Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon h Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVI7 BY (PM initiaVdate) els; /;Y("4"•.2f467 Page 1 of 1 1 . 1 TT Figure 1 — Site Plan for Backfill and Compaction Southcenter Mall Expansion, Area A & B 21-1-20189-007 FOUNDATION 1 Figure 2 — Site Plan for Roadway Replacement Area Southcenter Mall Expansion 21-1-20189-007 it -II-07 Ell! SHANNON iW LsON, INC. RECEIVED ---.----._-.- �� PROJECT NO.: 21-1-20189-007 GEOTECHNICAL ANG ENVlNONLIENTAL CDNSU LTANTS 'APR A 0 IM PORT DATE: April 18, 2007 REPORT NO.: 83 DAILY FIELD ACTIVITY REP REINEYIRVEZT SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAME/LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B CONSTRUCTION OBSERVATIONS 0^' REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Overcast to Sunny, 4[)s to 50s Client CC Westfield Corporation City of Tukwila General Bayley Construction Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction from 0700 to 1645 _-__. .--- _ __._ from to from to CONSTRUCTION OBSERVATIONS 0^' ° TOPIC AND LOCATION DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND,R f ° RECOMMENDATIONS TO OWNERRECOMMENDED HER ACTION tOWNER 1 r Installation of driven piles at Area B I arrived at the project site and observed the contractor (Dewitt) install twenty 18" diameter, close -ended steel pipe piles with an APE D36-32 harnmer. Piles 630, 631, and 501 were re -driven to an acceptable driving resistance, which exceeds the final driving criteria (see Figure 2 for individual pile depths). None. Figure 1 — Site Map Area B ATTACHMENTS Figure 2 - Pile Driving Summary LIMITATIONS.- The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon LE Wilson does not have the authority to direct the contractor's Nark. Any information provided by the Shannon ct Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) ,,moi° Si -z3 -o7 Page 1 of 1 Erb E2 D O E)lipe f r #4. LJ :r 0 t f'.„...„7.17.._...._„.,....,„..,„,........„,.:„.....„,,,,..-_,...' JEW r :�Y�Thllour. .icau®fi�+nn • ❑I ,. �- -. _ � �% ,±4,,„, 6. s�C+'! Lily o1C�)rf'I�'- ril c s '$ ( G t G t D. i4ir f � �. ii i i�. ;.0 e - `r i [ �� !t rrr�k� �13f l�l< ii• i • tiatzigorAr sn■�, 1�1fE� � '''f=121 114 1 firAlc Lir 111,Wn,:tiMW4 nt rjk3�, • p'. it UNDAT10N RY 4' 71 es v�o 1 i ;Ar e-Fca� %l\e. Cw p ke+e d (' ,e n.s ....Iv, } pr f/e4 114$- - {$- si+c Map 4rtaf, April jgyoo' w ¢ti o� t l r 8 re 11.1 re w cn Z 0 2 w z t NN 5 U CS ce w • E z } • • b• INV tit .11.111.1 z ag r -4.1Eir Y i 1 ''j6. =III SHANNON WILSON. INC. FZ�'CEI�VEOJFCT NO.: 2 f 1-201$9.007 MEW GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS itt PORT DATE: April 17, 2007 2 PORT NO.: 82 SW FIELD REP.: AIT PERMIT NO.: D06-425 'APR ' DAILY FIELD ACTIVITY REP e1 - PROJECT,NAMEILOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER I Overcast to Sunny, & TEMP. 1 40s to 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction from 0700 to 1645 _ from ._ _- .__. .____._--- to from -----.-.._-.. to CONSTRUCTION OBSERVATIONS O. +1416A-146' LOCATION ' DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS ANC _ - . RECOMMENDATIONS TO OWNER FURTHER ACTION- RECOMMENDED TO OWNER , 1 Installation of driven piles at Area B 1 arrived at the project site and observed the contractor (Dewitt) install ten 18" diameter, close -ended steel pipe piles with an APE D36-32 hammer. Piles 630, 635, and 613 were driven to approximately 81, 91, and 92 - feet, respectively, and will require additional splicing and driving, which will take place later this week. Piles 611, 612, 614, 636, 637, 639, 576, 578, 579, and 581 were re - driven to an acceptable driving resistance, which exceeds the final driving criteria. None, Figure 1 — Site Map Area 13 ATTACHMENTS Figure 2 - Pile Driving Summary J LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon d Wilson does not have the authority to direct the contractors work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REV BY (PM inft al/date) Page 1 of 1 e _... � .-��,.-..y Fi r.•r:�r... �� - � �:.G. ��f° v� ,; ster Thu,- „- MC /J�'• r. Ser p 11X'+ x+71 � �.r.t�� 4' �pj ' Eg R } Tin Iiik P r l7 11,r � ..in .wax i?b 'CC9 .:cr.:—Jt ta x IT■ • r11' ill lip IN/7,,�=��� 170 112 21 :..i`.If, ►iii JIii ii i atq ■mtier�{�['#t1t�,�vn-:s,f�� �I �utr cutrrsli �.-I�r:p „ r�.tm.ttio 557 ;16,214;44 :1/4 Akeak 4.. .1 FOUNDATION pL yrii 1 e cam r -ed. 4111— flabiRE aq.tvia14sh cokF m 0 P�1 �� it Mi1ei4/j ) 2 1.211L41dif LI IIS]' ARY R P • - 1 co - 0J Z z r mow MONIMMININIA .01 Z 108 CLw tzirISN T� A a Y .1 1 900 C� {s -I P' [►- .� 1 s 11 §g Do tie (:,o� 1 W w w 1 IS g Vii ;= Q 1.,.� a`r- 2 , S c� v{— fs — L _k i 4 w W co • I— U1 H 0 z �►�p' ssJ�`�ry INC.RECEIVED —'ip SHANNON & ILSON, IN / PROJECT NO.: tll� GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS ,APR 3 0 RT DATE: 11 ��11 REPORT NO.: DAILY FIELD ACTIVITY REPOPMWFIELDREP.: PERMIT NO.: 21-1-20189-007 April 16. 2007 81 AJT D06-425 'PRO:IECT NAME(LOCATI,ON Westfield Shoppingtown Southeenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER TEMP.Overcast, 50s Client Westfield Corporation __ - CC City of Tukwila General Bayley Construction Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction from 0715 from from to 1545 to to CONSTRUCTION OBSERVATIONS NO. TOPIC AND. ;; LOCATION a DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AN17:° ; .: ' ' RECOMMENDATIONS TO OWNER -X .:,=,W° FUR -TI ER ACTION EOMMEDE o;Oi� r WI , T 1 Installation of driven piles at Area B 1 arrived at the project site and observed the contractor (Dewitt) install seven 18" diameter, close -ended steel pipe piles with an APE D36-32 hammer. Piles 631, 5I2, 513, 514, 515, and 546 were driven to approximately 56 feet below the foundation excavation elevation and will be spliced and re -driven to final driving criteria at a later date. Pile 630 was driven to approximately 80 -feet, and will require additional splicing and driving. This will be completed Tuesday, April 17, 2007. Piles 575, 577, 632, 610, 633, and 634 were re -driven to acceptable driving resistance exceeding the final driving criteria. None. ATTACHMENTS Figure 1 - Site Map Area B Figure 2 - Pile Driving Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identlfted and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The connector is solely responsible for its means. methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 Area t M& - P i 1 44 AWL . ' Ir 7 I ifhll II ' 1'�i RL to R tR.` Aimm M. TIM ■, +'N'� l l�F)A[ I C /all�F i Irii NRI L-T'r711:- .�degu is� ✓_ti(i �Rll t! Niru. �i i ai. ... .1^ , 2' miE F'.i s Ti'i ZW �pf Il � • �' X4.1 L -.0 ��L'�i f ra gl •J5 A -ail,;y,-- — I.v "rr-,11.-.? ,,II II NU au�I�J `tai+l I 0Irr. I!i -1 are:411° -IASI, I 0 UMW Ili E. I yjg., ,r; if., H f .. VJ tilil ' I i 1(1 s�z~ie°�7si1,iilllfl� _ :i�.,Sx�_��c� ,f rtlyr ��![I.� rP it } .•' 'A i IA a, y ,--1,A1 w qi'a�e T yt� �mC} IC7 9 �+. L'''''''''';'-'44. 3-‘zr�.a-. -x. - ...hc.cr.:au�ru,47, 110v -:++ f� kinin .�.i _y M �lil ' 1 IJ/Ifl 1► wf ■rya+�jaF >�/�.., 1; l IIII 7' UNDA7lON PG - 0 G0 ` 7I e5 7h°VidU�� Yp.ple-I al �, Le Dimple -fed 4/ii r -boo ms 1144f/ • SIG si+e Map �°aB Ap n I Ili, -200 ' ce a w 2 z 0 Q J co z 0 J_ ca z 0 .z 2 Q s 2 To 5 t z Q 1 - z g LL F w Q Z a In a g a 4. 1 1 e,O' pa•6 f►_� 1 1 s 111 c 4a z O a 1.11 w J a 0 w N LLI a 7 g Asa a 2 r 7 11. i w J CO N 1 0 RGV'2- flJ SHANNON WI �+ON, NC RECEIV JECT NO.: 21-1-20189-007 MN, GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS IAP O �R 7P,,ORT DATE: April 16. 2007 '{ PrRT NO.: 81a DAILY FIELD ACTIVITY REPOWRMTNONrISW FIELD EP D06-425 PROJECT"NAMEILOCAtION Westfield Southcenter Mall Expansion, Roadway Replacement East of Olive Garden REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Ram, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0900 to 1500 . from --.Y-.-----..-.-Y-.-. to—��-y�Y__" -- Lloyd Enterprises Inc. CONSTRUCTION OBSERVATIONS NCi.3." TOPIC AND LOCATI0 DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND - RECOMMENDATIONS TO OWNER � ;; ° :: FURTHER ACTION - F" 'RECOMMENDED TO' ER 1. Roadway Replacement Subgrade Conditions I visited the project site to observe subgrade conditions for the roadway replacement area east of the Olive Garden restaurant. I observed some areas that we suggest will need over excavated 1 -foot. (see attached figure 1). These areas of concern were identified by achieving greater than 6 -inches of penetration with a steel T probe. The contractor proof -rolled the subgrade to an acceptable density (ruts less than 2 -inches with fully loaded cement truck). Identified areas of concern requiring over excavation had ruts greater than 2 -inches after proof -rolling. Ovete4C44/4 ed � _ itkra.te, . ATTACHMENTS Figure 1 — Site Plan for Subgrade Conditions - Roadway Replacement East of Olive Garden LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client Informed of the progress and quality of the work. The presence and activities oldie Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 Ryte 1 Silt, tit* cyr koal.ey Ref! oblucte. Cal ottWaKs I/ /ICA 7 StwitclA ter 1-1-iait Olmre`hra" SC EX OR ,54-gza. .Pc-47r)-(7i1V 3 MAP 8 STORM sa—ss--s- 404.s i‘ot '4;11 revitt. aver ,..icciaKtioA RECEIVFn =111 SHANNON &WILSON, INC. 'PRdJECT NO.: 21-1 -20189-007 my—GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS APR ORT DATE: April 13,2007 3 0 7 rill' _._._-.. . ,g' •ORT NO.: 80 DAILY FIELD ACTIVITY REP��wFIELD REP.: B7H-- PERMIT NO.: D06-425 PROJECTNAMEILOCATION Westfield Shoppingtown Southcenter Mali Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: — --•--- ----- __ _ ------ — Dewitt Construction from 0645 to I530 from to An attempt to install pile number 638 (located at grid line 25 and 11) failed due to an obstruction approximately 5 feet below the foundation excavation elevation. A representative from Bayley Construction indicated that a prior foundation system had been installed in the area, and that based upon as -built documents the obstruction is likely a remnant pile. from to CONSTRUCTION OBSERVATIONS NO. TOPIC ANI`3 ;' LOCATION - : DESCRIPTION OF FIELD ACTIVITY, OBSERV=ATIONS -AND ; ..:..:::, S RECOMMENDATIONS TO OWNER _ ; , `'' 11#`L tEI A CTIO ECOMMENDED TO E = I Installation of driven piles at Area B 1 arrived at the project site and observed the contractor (Dewitt) install one 18" diameter, close -ended steel pipe piles with an APE D36-32 hammer. None. Thirteen piles numbered 630, 610, 633, 611, 632, 634, 636, 635, 612, 613, 637, 614 and 659 were driven to approximately 56 feet below the foundation excavation elevation and will be spliced and re -driven to final driving criteria at a later date. An attempt to install pile number 638 (located at grid line 25 and 11) failed due to an obstruction approximately 5 feet below the foundation excavation elevation. A representative from Bayley Construction indicated that a prior foundation system had been installed in the area, and that based upon as -built documents the obstruction is likely a remnant pile. Pile number 574 was re -driven to acceptable driving resistance exceeding the final driving criteria. 2 Inspection of Olive Garden curbs and At the request of Lloyd Earthworks, 1 observed the compaction of base material to support concrete curbs at the olive garden construction site. - .gutters Based upon probing with a '/2 -inch diameter steel rod and field observation, the material was compacted to a firm and unyielding condition. Stated to Troy (Lloyd Earthworks) that the material is suitable for support of the northern half of the curb as shown in Figure 3. Figure 1 - Site Map Area B ATTACHMENTS Figure 2 - Pile Driving Summary Figure 3 – Location Map for Olive Garden Curbs LIMITATIONS: The Shannon & Wilson field representative 1s present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any nonconforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEWBY (PM initial/date) `? V2,1:77 Page 1 of 1 . 0 ,1154 kroli1E. .4111W ... d_` of MS Area!,u.11111.0m, nom mar si-e Ntp _001 - `- PI en7,J e. ,'� i! i GT rill !VI41:1 tI i �r.w��4 11,70• r.1.xr ;gig 'Ea s►uiy Ii LJ.A.•., 9K S=Y�FS Cern^_:�91it�,�ilrLfitti.,-7 i ch ri ii h .,±"At;"� AMilillrei I1k .Ff:4.l,iCl1lMRlSN ; Nr 031-EtraRtgii*Ogit111- NM Pallz r[L'art AIM? ilii failialiallikEaW 'NC' 1.110,1,4.,„....441 r..0-_. 4 11 11 d�e5Rniin,t77FG1 ==--4 rr NDA1ION o ; ties Ft-4vimet Iy tyipte4e, • % comp kefecf 44 43041.k1 S _..I h 0.-A fled SIG sic .Map 61'4 Ap ri 1 16, 200' miLL[1f 1guntw,b'imI►'�I_1aagaoi;i! uy r ? Ui 8 i a m I 7 N 3 i cid -J o { Z �� gw 4 izt r.0 g. I W (cF-1 L a a w o N = Y 5 two d.. 1 . z 0� FLIJ a 9 z 0 i w r f i • • 4 T tu 0 z o w 0 O. W Z (' 4 w w m • a Q H IaP ¢to ca°, WIrd LSON, ls PILE DfIVING'REC'RD • ' •JOB NO. Z1-1-2Dirrfr t• PILE NO.. ST FIELD REP. -�4ki. SITE c 7"� 1' n Mall �60(15i 1 DATE ' j 13 . / o--1- : PILE: TYPE ye b 'eid o lve/n ' tei HAMMER: MAKE AND MODEL IN. RATEQ ENERGY_ 'BLOWS PER MIK. • WEIGUT OF RAM+ • TIP DIA. ..��-1N. BUTT DIA, } LENGTHi_FT._IN .WEIGHT LB. PENETRATION: CUT-OFF ELEV.. ELEV. OF GROUND PENETRATIbN - ELEV. OF TIP • 4 • *STROKE: RATED MEAS. DRIVING'CAP, ANVIL, HELMET, ETC.:. WEIGHT_ 'LB. DESCRIPTION o • • LENGTH, CUT-OFF TO TIP ti 4T 4 S 7/111- L— 0)5 C . 01hvi-#Nk tsYTlA 7,004c5) REMARKS• I ��� � • o`1DM DR WING• t'';:,, TIME: SST -PT. BLOWS FT. BLOWS 0 15 6� S. 9 18 19 ' 20 _.. 23 • • 24 10..� �� : . .25 12 27 - e • DR DRIVING TIME ' Fr. BLOWS F.T. .1301,,OWS FT. BLOW§ FT. q.LOws 13 14 ..—.-.�L • 28 29 30 30 31 32 33 95 36 37 30 30 40 41 42 43 44 45 45 46' -' 48 ..... 49 50 51 52 53 60 75 61 76 -62 !,�j S 63 "7S • f64 -I 79 77 mal 66.'14 _041'; 67 =60 1 60 641_ 65 66 5T` os 59 t 6D .30 6915 CT, 70 3`I -y.t$, 71 - • Zx 7-4 73 3(0 74 - 75 •MANDREL. FOLLOWER: F•B-85 96 . 52. 67 69 90 FT. BLOWS T. BLOWS .A, • . 90 •S•3 91 N •92 -7W", 107 • _ a;- 4 jos $.'44 �. 94�, 95 Coo seZ 97 9s_ 99 105 106 4 100 -- 114 r 101 ______ _. 116 102 117 103 ��"�1B 104 . j19 1051.._,._..• 120 j1E DES CR} TION, LENGTH. WEIGHT, IF USED SHEET -T F ElmSHANNON 6WILeSC)N, INC. GEOTECI4NICAL AND ENVIRONMENTAL CONSULTANTS SEATTLE • RICHL,ANP 1 FAIRBANKS • ANCHORAGE • ST. LOUIS • BOSTON • DENVER TRANSMITTAL 170(e-z-L2C 400 N. 341} STREET, SUITE 100 P.O. Box 300303 SEATTLE, WASHINGTON 98103 �6E2��_ QEEAX 206.695.6777 APR 2 4 20074 NITY DEVELOPMENT TO Mr. Patrick Bums Date April 19, 2007 Company Westfield Corporation Phone DAILY FIELD ACTIVITY REPORTS , APRIL 2 THROUGH APRIL 12 Address 633 Southcenter Parkway Fax Tukwila, WA 98188 Job No. 21-1-20189-007 SUBJECT SOUTHCENTER MALL EXPANSION, Permit D06-425 THE FOLLOWING ITEMS ARE TRANSMITTED: ITEM DATE No. DESCRIPTION DOCS MAR 2007 9 DAILY FIELD ACTIVITY REPORTS , APRIL 2 THROUGH APRIL 12 Per your request M For your approval - For your information - For your files For your review - For your action- Return with comments - Other Hello Patrick: Attached are our field activity reports Nos. 71 through 79 for the past 2 weeks of pile driving. I'm available at (206) 695-6875 if you have any questions. Thank you, Martin W. Page, P.E., L.E.G. Associate Cc: City of Tukwila Bayley Construction 21-1-20189-007 min OEOTS EE HEN NON &WILSONgULTANTS INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: April 12, 2007 REPORT NO.: 79 SW FIELD REP.: A]T PERMIT NO.: DO6-425 REJECT NAME/LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA's A&B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP.Overcast, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction from 0700 to 1545 2 from _ from to —_.�._to Inspection of Olive Garden curbs and gutters curbs for compaction. Using a Y2 -inch steel T -probe, 1 found the overall compaction to be unacceptable. I recommend additional compaction. CONSTRUCTION OBSERVATIONS NQ ,I.r mr,.,T�51�CAND ,= '.` OCATION ; DESCRIPTIO � O . FIELD ACTIVITY,OBSERVATI.ONS,AND '::' . `. I m RECOMMENDATIONS TO OWNER '2CON[t41TtpElxi:Q1Nt :'.. FURTHER TIOI+1' } Installation of driven piles at Areas A&B I arrived at the project site and observed the contractor (Dewitt) install 18" diameter, close -ended steel pipe piles with an APE D36-32 hammer None. Piles 423B, 423A, 421A, 421B, 463A, 463B, 458, 459, 460, 461, 485, 486, and 487 were re -driven, and are acceptable, as driving resistance exceeded the final driving criteria. 2 At the request of Lloyd Earthworks, I inspected the Olive Garden Additional compaction Inspection of Olive Garden curbs and gutters curbs for compaction. Using a Y2 -inch steel T -probe, 1 found the overall compaction to be unacceptable. I recommend additional compaction. necessary for curbs. Figure 1 – Site Map Area B ATTACHMENTS Figure 2 - Pile Driving Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the fold activities of Me contractor identified and keep our client informed of the progress and quality of the nnrt The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon A Wilson does not have the authority to direct the contractors work. Any information provided by Me Shannon & Wilson field inspector is intended solely to advise the contractor of Me technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work.. and adherence to the contract documents. REVIEW BY (PM initiaVdate) Page 1 of 1 — AtA vomenummormaN 1,!!, rte.Sodbwa rnh w.. .r.,l.. 111047!MN ipMW. !,047.44111 sitz 1.5:62 mr. • Cgn.aloo4Y • ' ;ANP aeseO1Mi Mf1�4Ylhw-Si. '''L' iltWsCAni14 ((II Appnaiaha . PERMITMD ADDENDUM J' 02/05f2007 Nay Naz• } eldrole A / .0 y P CtYtoN5i � pile compiete 5O cDrqi to :/ $ 1/1* t.0' FOUNDAVONPuw AREA W Alt Job yta- ' Dal. Sml. - : MI•K sill 3 • tC1 ..tok maflArettA fpr+ I ►2, 2003- „r n_ter %I oL•i A .... LC 3 a owl :VIEW ryfr Y-es1ff Sa 3r�4-t s� 4l AIM4171 il r �. �T �i1.L”` fti ' Will ,� I110 ISl'� Agra �A � a iIf{ „ " . ),1ip} rso; • , , .,11304,r, E}eC �. D r,,.nr , . Pt re A �rr5 ' II 54e M -piles' 6f rillr ' milsp, ll' i l %/ IFr-t, T. w 4'icr. Cy7 11111( N" r inns .4014 iiv 1 •./.'.Y �'V`l` �� iA"..1,+?ih�T"��jVF •*.�. •. d f. S. f I) . • ;� I..e CC%i1r.,Pur irt Lam 140 �4caflLl r,rw• iRire � 71 !ill�e r z FOUNDATION P . •e0141i: Uomple d • it ccm hied pi 1 FI U 1b Ve MQ� area 1On `w r 0 2 �� SHANNON &WILSOL N INC DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: April 11, 2007 REPORT NO.: 78 SW FIELD REP.: AJT PERMIT NO.: D06-425 ROJECI':NAME/LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA's A&B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER Sunny, 50s & TEMP. i Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction from 0700 to 1745 from to Piles 482, 483A, 483B, 481, 488, 426, 425, and 424 were re -driven, and are acceptable, as driving resistance exceeded the final driving criteria. from to CONSTRUCTION OBSERVATIONS ATTACHMENTS Figure 1— Site Map Area B Figure 2 - Pile Driving Summary ',IMITATIONS: The Shannon & Wilson field representative is present on site solely 0 observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming wont does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not haw the authority to direct the contractors work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is soiaiy responsible for its means, methods, sequences. procedures, construction site safety, quality of work, and adherence to the contract documenn. REVIEW BY (PM initial/date) /? 4/1.-407 Page 1 of 1 TOPIC AND < `LOCATION - : DESCRIPTIONN OF -FIELD ACTIVITY; OBSERVATION11RTHE RECOENDATIONS TO OWNER . >z;S MM FACTION= 7,4'447 CCM D::10 IENCEOWNEit P, 1 Installation of driven piles at Areas A&B I arrived at the project site and observed the contractor (Dewitt) install four 18" diameter, close -ended steel pipe piles with an APE D36-32 hammer. Piles 574, 575, 576, and 577 were driven to approximately None. 57 feet. Piles 482, 483A, 483B, 481, 488, 426, 425, and 424 were re -driven, and are acceptable, as driving resistance exceeded the final driving criteria. Piles 485, 486, and 487, need an additional splice before final bearing will be met. 2 At the request of Lloyd Earthworks, and Holmes Electric, I inspected Additional compaction Inspection of the portion of the building pad, lines 5-7 (C -E), for compaction. Using necessary in isolated spots. Building Pad, lines a %-inch steel T -probe, I found the overall compaction to be Lloyd is aware of these 5-7 (C -E) acceptable (yielding no more than 3 -inches). However, several isolated spots are very loose. I recommend additional compaction in those locations. locations. ATTACHMENTS Figure 1— Site Map Area B Figure 2 - Pile Driving Summary ',IMITATIONS: The Shannon & Wilson field representative is present on site solely 0 observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming wont does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not haw the authority to direct the contractors work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is soiaiy responsible for its means, methods, sequences. procedures, construction site safety, quality of work, and adherence to the contract documenn. REVIEW BY (PM initial/date) /? 4/1.-407 Page 1 of 1 I50 ti" J , t +n--+�tm: - -axtii e 1.',1°I''' , E , I7 cF u . r f"41i' - g:.,'_ >1raan moan a eoMarnucTto- 11101 %WM. 1101,.r=4Ras Iw MOda1032147411balm* 114t7N TrM.1..,. 1104/4441 Ib1i.112 1.047.144Y Ism 1 w.uWa..Waixi.w:4.0.ms. Appttwcld PERMIT/BP ADDENDUM J . 02/0.52007 ,imam pa pr.MM. Mk OrMEWS 1r. SWOON 1•X IL II f ITr I fI 1 'I1 1A IA - sn-t FOUNDATION =PLAN AREA "A"'ilk_ ..;. K. ort. . seal - tiff SEE SI4 FbR SCHEDULE% dr NOTES ' co ri' 1 4(11 scut 1 ps• •AJ —+ 4 :.. S1.1 Fl 1 s1kMoipAMA Arwit If, 200 3- lir! r RI i p • rAiwin=lwx!� �w �r Imo[ Nfr. ll Iry I%�--"'�• ��Isrs�l�llrur�.�if sn ls,ri� �t�llfslt � I { /FYI 11 1slll n� !wl ni I ► 1III f'1l'rlllg14'E;. 1 ' IY 1 41 v.7 pl.C: .i"v'�'—S.�"a ra •r•-�-:5 G�01 32 7 ._I�^^—�J�2.'�"�. h•, y�-rr•;��, r. �•:.�r43-•"- 1 v.:'. �r�� H; ji-L• x fir "-P i I_ r.= yam 1 t rlir 1 `d '` yIV ha, 1111 ` � ,.� L tr.�r'•r 1.�.`r'-:_.r_ �V-, _ • r ,1,1 . '�._.-_:?hi:S:;e' fl ri �'•: ,Id tcom?le1-td 1 nco s+c Maf Arta e Anr►1 11.20b-4-. 2 Lu A rea hi s S Z �.c5; N O Zo m =•sem co stcnw J � a :;31 t F. 11 z ij O Z 0 w 1 1 2 2 a 0 IL w 0 - 0 w z 0 N gt- w J m a� z tS oho 4- U E kr 8 to k d0 uJ O z FIG.2 111 SHANNON ANO &WILSONINC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: April 9, 2007 REPORT NO.: 76 7 SW FIELD REP.: AJT PERMIT NO.: D06-425 . '°PROJECT NAME/LOCA1ION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Variable, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction from 0700 to 1630 from from to to CONSTRUCTION OBSERVATIONS ATTACHMENTS Figure 1 — Site Map Area B Figure 2 - Pile Driving Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson fold representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority w direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences. procedures, construction site safely, quality of work, and adherence to the contract documents. REVIEW BY (PM Initial/date) Page 1 of 1 TOPIC AND ,. F >:F «LOCATION-:.--� • ' DESCRIPTION•OI=•FIELD ACTIVITY, OBSERVATIONS ANIS . ;: _,;? - RECOMMENDATIONS.TO.OWNER`.- St1 ERACTIO1 RE >1 ENDED T i OWNS t 1 Installation of driven piles at Area B I arrived at the project site and observed the contractor (Dewitt) install six 18" diameter, close -ended steel pipe piles with an APE D36-32 hammer. Piles 481, 482, 483A, 483B, 487, and 488 were driven to approximately 57 feet. Piles 608, 609, 562, 565, 566, 567, 570, and 571 were re -driven, and are acceptable, as driving resistance exceeded the final driving criteria. ATTACHMENTS Figure 1 — Site Map Area B Figure 2 - Pile Driving Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson fold representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority w direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences. procedures, construction site safely, quality of work, and adherence to the contract documents. REVIEW BY (PM Initial/date) Page 1 of 1 0 •0 4.1 0 'FA41171010.1-01_4•1,w,...1...',,elril A-'1 %'r�,1t��� �F �.w��71� ..-= /� !_ , AN6 j� �llJ_ �iz'r*!y 4 ��R sir �+� iii Iei w c{cyA;rl �.r ■1' 1 Xi^ .axr,itrAswemohfrdiY31 ti im 11 • li: III 1 •'•• *11 i'F •. � eiJl yy�I ratag h '.1: s'v'..�•e �.p'> �� r 1 .'S. - �;�h7� t�� : Jfr1..w f}f AVIV. �;� li ars+rl'xpp'r #f• 7 irgx: riilAM 7315 fr 11,11L.111:+r—Ig.:11111,71:111111111lii Awr1;1 driparoTlfifi] tyN4' rt 101 ^ . 64 l FOUNDATION PL A ample -feel Olt : ,41 -pi FIGS 1-. • pile ?rev 0,1441. GomrIe ct Si.}e mar Area E Aori 1 q i 2OO1 • a w „ ▪ 7 fir z 2.J D N Z o z az Q M coz J a 2�1 9 5 9 r A a 0 z J 0 Z fLL a erA 0 a W w - J a 0 N w a g A 9 2 g4,;1 Mr7U-t5g 00000c Zyc • IL AIL • Ian A 4 Imp=111 SHANNON E€ ILSONTAL NaI�NC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: April 10, 2007 REPORT NO.: 77 SW FIELD REP.: AJT PERMIT NO.: D06-425 RD.}MCT NAME/LOCATION 1Westfield Shoppingtown Southcenter Mali Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Variable, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: driven piles at Dewitt Construction from 0700 to 1 745 Area B from to from to CONSTRUCTION OBSERVATIONS �NO ^.:.. , TOPIC AND ;<.;.. = LOCATION .. , r u . , .-u, r .. .,Y- - ... = DESCRIPTION OF' FIELD ACTIVITY, OBSEIZVATiONS,AND. '. ': -; ;'c- ' RECOMMENDATIONS TO OWNER ., n.y __, i x ✓.:, ,xv y. x FURTFIER ACT01::,� RECOMMENDED TO OWNE Installation of I arrived at the project site and observed the contractor (Dewitt) install driven piles at seventeen 18" diameter, close -ended steel pipe piles with an APE D36 - Area B 32 hammer. Piles 485, m486, 458, 459, 460, 461, 462, 463, 465, 464, 421, 423A, 423B, 422, 424, 425, and 426 were driven to approximately 57 feet. Piles 543A, 543B, 544, 545, 604, 607, 563, 564, 568, 569, 572, and 573 were re -driven, and are acceptable, as driving resistance exceeded the final driving criteria. ATTACHMENTS Figure 1 — Site Map Area B Figure 2 - Pile Driving Summary IJMfTATJONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work- Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specfcadons and/or design concept The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documeau. REVIEW BY (PM initial/date) 1/7/./e6,./6-09 Page 1 of 1 1 1 IL t't i..Ill"I{{SI'ari,'v.1r`r..,;.ryxrwr. f11 I n�� '.'v'.'�+1.='Y .r�l��'ii_T�CIL.��.'a�q Yid }7�!%a7, i !� �" ono uc, ".31„4/1,11 A ` 1frIi7TCC i7K7Ifl1E! � Ic m fir--. E a If, 10 41a4 it �- u a Ili rs N n Aril. ak r w ,n lil�/Tr 'I a• Nii1 F!1 .J►'V vi�,ll Il i — 01 I S id , I� �; �i`4'r y4 � r. ,+y1u11• fl�lrnr i� hrt;�,"Z-1:J yILOl� IF I H��n--.1 It•:'� ‘I'IIIPZA=!•f �'lr i'��{irlffillfSfinf .11. rK: a�::.r=:/...—= ll!lIkjj.. =f. ar=' 3z:.1)}1a =______ti-.,, a I n ,r _n,•,l I�1� II�ir el IIi1F �iJ Kr ,sus I 'S!1J"F TA= a.^ IMI ate. .sl{�i . Wra 'r asp,. c ::r:..d ��'. Equ�-)✓i -. 1►, a,..I�=eKtrco puri 7u= 7,4 rq,r r. ...-tea ' er-,+� .:s vArJ +7i[ 7 iiVii• �I17 - ...�.. ��SU�L:rd�111 �. 5 p,':��i�:IJ�V�ril , ... .ri Alt 191 giq ,WAIL III', y'++ °i1 NNE fl11,MecF mi/n !Iir 1}1i wklif. 7 intFut=7 aJ;rf~c-100'1 H ,r • �ile ,,reviousl5 comple4ed hilt cornple d 4-110 Fig die M110:101 Anri 1 .'nPiq • L INS AL ATI • ' UM ARY`REPORT .6'z ¢� a z tn J_ r. 08 r...., z 6;N Z 11 Z co 141 g I a. te' s 6-€ 5 a' s: to D�4QOt�c�ay—d-� { v 11 Ls - Vii _ 1.1W ` A w 1- 0 z =111 SHANNON &WILSON, INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 April 6, 2007 75 AJT D06-425 r, PROJECT NAME/LOCATION Westfield Shoppingtown Southcenter Mali Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER II & TEMP. f Sunny, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Constructign from 0700 to 1230 from to from to CONSTRUCTION OBSERVATIONS NO TOPIC AND LOCATION-, -;DESCRIPTION OF FIELDACTIIVITY, OBSERVATIONS AND RECOMMENDATIONS TO, OWNER ':RECOMMENDED F 1 HER`ACTI TO CWNt: 1 Installation of driven piles at Area B I arrived at the project site and observed the contractor (Dewitt) install eight 18" diameter, close -ended steel pipe piles with a DELMAG D30 - 32 hammer. Piles 570, 571, 572, 573, 543A, 543B, 544 and 545 were driven to approximately 57 feet. Piles 604 and 608 were spliced and will be driven until they meet the final driving criteria, later this week. Piles 628, 629, and 600 were re -driven to 83, 64, and 66 feet, respectively, and are acceptable. Driving resistance exceeded the final driving criteria. ATTACHMENTS Figure 1 — Site Map Area B Figure 2 - Pile Driving Summary LIMITATIONS.• The Shannon & Wilson field representative h present o site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson fold representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve Me contractor from complying with its contract documend. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of w+nrk ansa nelhonenri t d,. rnnrrv,rt Rnr,s,nan/e REVIEW BY (PM Initial/date) Page 1 of 1 14441 O 13 I 1.1. .. • 4HW ._�NEM . .:-7L.j -.i iral f% m 1 a.1. ..,."�1i4 '1 j �� ♦�_: urrria�`. '■`li Iii!{/��i-����r�tfG'irt�u�N �a�+'!Y.71/L_. '� )" (�j�j !7.I�i'� P 1 +,,:,t �' �'("�. FCz71 `_ax "pir711 VII Sloe 11411 v 4. o o vre 41 'Pr. 144!! II ' y ; � ■j:y nk w ala ri1, `it!! I �� t`i: _..1 1IR ��; r1 ;�y�y�r ,,In riicalpI1....-J1'� 1IIIMillilleff: rF. 1 a'A-=--S>c. "r;_====L- L' 7—�ns--1===t;-...7._liftigai �,� .`JITi acri�i I„v�ri� fra ''1 :ITT; • !"v- i -Ka ; . !G ./1f ' ti S h'' .."-,4/.. gw'' l b& LM 1ll1' I ME Ill' jI*i1I F n�Ni! 1 IiNTIrdO IiNi e�_sitE�r'�t1rAl7Millbr li , ;;v.11.- ryi� '�7i.,ryJY r 4 �II ry w]► -I f OUNrX1 tOft r� FiUREt A 1,1,4 1IA. � nn1- z O Q� Zg F- ILI Q Z LL1 a r 1 I z 0 OCAc O sop o • 0 W z 0 N tu 0 -pa2_ lir SHANNON OEOTECHNYtAND E DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: Aprils, 2007 REPORT NO.: 74 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT IIAME/LOCATION Westfield Shoppingtown Southcenter Mali Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER 1 & TEMP. Cloudy, 50s 1 Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction from 0700 to 1630 from to from to CONSTRUCTION OBSERVATIONS ATTACHMENTS Figure 1— Site Map Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any nonconforming work or failure to reject any non -conforming work does not relieve the contractor from comi with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information providedplyby the � ng 2i9 54".s0-7 Shannon & Wilson field Inspector is intended solely to advise the contractor of the technical requirements of the plans and specicatio and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. Page l of I REVIEW BY (PM Initial/date) aN :.LOCATION - ^t =DESCRIPTION OfFIELDACTIVCFY; OB3ERVATI7JSAND RECOMMENDATIONS TO OWNER vUT ErACT,..iOPIC .TO�:tO.).',N, RECOMMENDEDRt,`: 1 Installation of driven piles at Area B I arrived at the project site and observed the contractor (Dewitt) splice 6 tops, and re -drive eight 18" -diameter, close -ended steel pipe piles, with a DELMAG D30-32 hammer, until their driving resistance exceeded final driving criteria. Piles 566, 567, 569, 628, 629, and 600 were spliced and will be driven until they meet the final driving criteria, later this week. Piles 601, 602, 603, 599, 627, 605, and 606 were re -driven and are acceptable, as driving resistance exceeded the final driving criteria. ATTACHMENTS Figure 1— Site Map Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any nonconforming work or failure to reject any non -conforming work does not relieve the contractor from comi with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information providedplyby the � ng 2i9 54".s0-7 Shannon & Wilson field Inspector is intended solely to advise the contractor of the technical requirements of the plans and specicatio and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. Page l of I REVIEW BY (PM Initial/date) O O 0 0 0 O' I f O.'✓1 O 0 0 war Err`r'11111 ti • -�� ��� irn y r,• •• 4r v —_ �.,�7_.t✓r� _ .• �.� >�.«�`^� .wlo,- _ ii�7WWI var. = o ,6. ` e tew F!r f:a' 0.0.��c t ir�ZF.3fo]t1�1?lsv�3[ JLC.-R'--''� �'Z#"�:.• "'� J!!pe E:• lin OOPr i !_10=1116.1111.11111 yt. 4rj�irt 1:7 I 01 11 =tr r —. Jl�l! MM.� SHANNON AND Fi ILSONa INC GEOTECHNI DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: April 4, 2007 REPORT NO.: 73 SW FIELD REP.: AJT PERMIT NO.: D06-425 ROJECT NAM— A EE!LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Partly Sunny, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction from 0700 to 1600 from to from to CONSTRUCTION OBSERVATIONS NO'" " TOPIC AND . LOCATION DESCRIPTION. OF FIELD ACT1VITY, OBSERVATIONS AND RECOMMENDATIONS TO OWNER" .: ; Fll12TF� - `ACTION RECOMME DEC TO OWi 1 Installation of driven piles at Area B 1 arrived at the project site and observed the contractor (Dewitt) install eight 18" diameter, close -ended steel pipe piles with a DELMAG D30 - 32 hammer. Piles 568, 567, 569, 566, 565, 564, 563, and 562 were driven to approximately 55 feet. Piles 609, 607, 562, 563, and 565 were spliced and will be driven until they meet the final driving criteria, later This week. Piles 626 and 598 were re -driven to 81 and 78 feet, respectively, and are acceptable. Driving resistance exceeded the final driving criteria. j Figure 1 = Site Map Area B ATTACHMENTS IJ LIMITATION& The Shannon & Wilson field representative is present on site solely to observe the fiehl activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractors work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for Its means. methods, sequences. procedures, construction rite safety, quality of work and adherence to the contract documents. REVIEW BY (PM Initial/date) /ger:- r-07 Page 1 of 1 i V:tonr ype \ 1 Ce..d FLILjed Dc rp+11r rw rr .. .�� �tit�i�''�r Fi L�,y: A tlr,T'%�i 012.1U 1:43' a+ W " 1611415p, 'rlr flL4RE 151-te MT Area 13 Am,41 4.')A1V - = SHANNONEFIWILSON$ ILNC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: April 3, 2007 REPORT NO.: 72 SW FIELD REP.: AMT PERMIT NO.: D06-425 PROJ-ECTNAME/R.00ATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Partly Sunny, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila . Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction from 0700 to 1600 from to from to CONSTRUCTION OBSERVATIONS NO TOPIC, AND. LOCATION DESCIRiPTIONOF FIELD ACTIVITY, OBSERVATIONS AND:. ` _e °5".:'.' RECOMMENDATIONS.TOOWNER ryFURTHER ACTTION =" RECOJ 00,6011-0p.,,,10:52 .r.,-.....-.-.8. 1 Installation of driven piles at Area B l arrived at the project site and observed the contractor (Dewitt) install fourteen 18" diameter, close -ended steel pipe piles with a DELMAG D30-32 hammer. Piles 602, 601, 599, 628, 608, 609, 607, 606, 604, 605, 603, 598, 600, and 629 were driven to approximately 55 feet. Piles 626, 627, 599, 606, 603, 602, 598, 605, and 600 were spliced and will be driven until they meet the final driving criteria, later this week. ATTACHMENTS Figure 1— Site Map Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of Me progress and quality of the work rite presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work orfailure to reject any non -conforming work doe not relieve Me contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractors wort Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of Me technical requirements of the plans and specications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) /1/-1/),1 9- -27 Page 1 of 1 KE � r apiii1144:tonerei'firorr'./e llec-d all to /20*rn installed b� yj ' i • y��,*" ��Yyw _�P �urr�a;� aia k� "/7 S uir•7us3.NlL:, yxR s.•ate• .a �r 4:p] n �' �+ all �r �•, 11N74 71'77"c- , cc- i1t,•,=mosimr ax- s==vx=w dsrEwms�rrd s� T >lariiia�litfSjJ'►L�� « « ,. 7121 ri ...."._pi,_,1 - :i� , a /4, 0, Ili -11114; ,,,,k" �s .1.:' It:: -.T ��i. �pr,-uiry�ifg-itr ;r]���SI a ME1fl ��1 �f4f i tHFi•n�! m !01)1,.. r.m1 411r..ti,R.or !.Is1 Ifl alwat MI r ill! 1' -IININ, A IN .., , ....,,_ .i�'-.a'1~,_y:,,..."._7,rr`I�I ,•.- am j+ft:..•4i ,,, 1,i, Vii\�Y'tii;R•..s�a.L�l+° E t tl r/aT.<O.�.h a CI,a,9Y^,, ,,..tyu_,—Y,1L . "h,,i-g�y4 v'}1,..- - � A HQ/IRE I $l1 Mar Aral )30 Awe: l mill SHANNON EWILSOL NINC.e DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: April 2, 2007 REPORT NO.: 71 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAME/LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER 8 TEMP. Sunny, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction from 1030 to 1530 from to - from to CONSTRUCTION OBSERVATIONS NO. TOPIC AND LOCATION `, - DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND , gin: (RECOMMENDATIONS TO OWNER ' - w RT.HEi AC`iI N,-._`r?v RECOMMENDED TO OWNS 1 Installation of driven piles at Area B I arrived at the project site and observed the contractor (Dewitt) install two 18" diameter, closed -ended steel pipe piles with a DELMAG D30 - 32 hammer. Piles 627 and 626 were driven to approximately 55 feet. These piles will be spliced and driven to the final driving criteria by Thursday, April 5, 2007. ATTACHMENTS Figure 1— Site Map Area B F LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of Me work The presence and activities of Me Shannon & Wilson fold representative and our acceptance of any non -conforming work or failure to reject any nonconforming work does not relieve Me contractor front complying with ie contract documents. Shannon & Wilson does not have the authority to direct the contractor's wort Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences. procedures, construction site safety. quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 vmior w.www.w•-w rr .,*�It+, ar.12 0 ,'7 F :_;11 11Er��• ����� ! �• * eut�;� �'3'�7�..rll � . sir r�gar � Eir .srrr���'•`..i��Fl� 1 IL Trill. li II lil ill wr praFoMnrr;..;itzit^ Ivo gAun inviirelmtr—W00.111101.! [13 RIVAltaffrAtHefilif 7MMT ^ I1.1 y5 g 'UP 'I1l fluRE 1 Bile lar Aerias MOM = � SHANNON E MLSONGEOTECHNICAL AND ENVIRONMENTAL , INC. AULTANTS P , , ,i i i COMMLI DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: Westfield Southcenter Mall Expansion, Area A 21-1-24189-007 April 5, 2007 74a EVP D06-425 REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Clear, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 1000 to 1500 from to CONSTRUCTION OBSERVATIONS NOi TOPI C AN[ i :IC�ATIO ..,, " ,.. DESC12 PTIO151OFF L1) A ITY, Q. ATIONS ANq 4 RECOM,MEND TIONS 'ol '' ERt � IL'..t%L.`uti+wiM1t�` � e Ft1RT! E C 1 FI d c0 ,.. � . 1. ,,-, Storm water Drainage ,.... I visited the project site to observe utility trench backfill and compaction. Prior to my arrival onsite the contractor (Lloyd None. Trench Excavation and Backfill Enterprises) began excavation work for the storm water drainage pipe in the proposed Cheesecake Factory site south of the elevated parking structure A. 1 observed that the backfill compaction for the storm water drainage trenches meets acceptable density (less than 6 -inches of penetration with V -inch steel T -bar probe). The backfill consisted of soil excavated during trenching and was compacted in 12 -inch lifts with a hoe -pack. The contractor (Lloyd Enterprises) used Class A type 17 material for backfill of the storm water trench within the roadway area. 1 observed compaction of the Class A materia! to meet acceptable density (less than 6 -inches of penetration with Ys -inch steel T -bar probe) after being systematically compacted. Placement of 1 observed the placement of the capillary break material to be in 2. Capillary Break accordance with project specifications. Material ATTACHMENTS Figure 1 — Site Plan for Capillary Break Placement. Figure 2 L Site Plan for Storm Water Drainage Backfill and Compaction LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality Of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any norttoaforreing work does no relieve the contractor front complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field bupector is intended solety to advise the contractor of the technical requirements of the plans and specifications and/or design concept The contractor is solely responsible for its means, methods, sequencer, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEWBY (PM initialldate) Page 1 of 2 M y7 RJ<� x} � :; bb a *{ rj �_. 4 ,1 Ttl € t •J %Q /- •.}p11 0./KINLAWestfielA2Drowings\liall Expansion\CHEESECAKE\EX\2007-03-28 EX POO1VIIEESE801 XPOOLdwg z ' I •oI •ti ' I I ' I T. SHANNON WILSON, INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 April 13, 2007 80a EVP D06-425 JE r --- n, EILOdA<TION Westfield Southcenter Mali Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Rain, SOs Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 1000 to 1500 Capillary Break from to CONSTRUCTION OBSERVATIONS NO "TOPI AND Eesti !ON �' > DESCRIPTIONOF FI 1J YTI1l1N;', I dS AND � y I ECOMME 3D TIONSTO c .�.., Fl ftTHE CTI e _ r Ft fl r �e 1 f 1. Building Pad Backfill and Compaction 1 visited the project site to observe backfill and compaction. The contractor brIckfiilled and compacted CIass A type 17 material for the area lines 7-4 (C to P). 1 observed the backfill and compaction to meet acceptable density (less than 6 -inches of penetration with '/-inch steel None. Placement of T -bar probe). Capillary Break 2. Material I observed the placement of the capillary break material in area lines 7- 4 (C to F) to be in general accordance with project specifications. ATTACHMENTS Figure 1 — Site Plan for Backfill and Compaction and Capillary Break Placement LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson Meld representative and our acceptance of any nonconforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety. quality of work, and adherence to the contract documents. REVIEW BY (PM Initial/date) "li/P. /3 e Page 1 of 1 I I .14 I I \\••\ .P111220Ef' 11 ;0! t<A! E. N I NJ c, 1 - , • at ft - 1;4 iiIttl, 5i11111 11, 10 • _Airs; :Ili r, 71'4 iowantemeit F4' .1L .ta iIJ L. =111 SI- ANNON 6WILSON, INS.RECEIV'ED'ROJECT No.: OEOTECNNICAL AND ENVIRONMENTAL CONSULTANTS 21-1-20189-007 77REPORT DATE: March 26, 2007 APR 0 4 20C !REPORT NO.: 66 DAILY FIELD ACTIVITY RESENT MTNO P' Westfield Southcenter Mall Expansion, Area A AJT DO6-425 REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Cloudy, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0715 to 1530 - from ' to CONSTRUCTION OBSERVATIONS r;, i, a YVW W-`T"fi, i. i - - w 7®.a � iJ,'.+e t Yti ® j nzr0{y - �6,a ^ ° '' I � }n5'f ••?1 asE i` DS r_ �.:, 0 -till- r '� �j B ��+i; a r ;:Rl)- j�: �. :- �s s4 , �. : d �¢ 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) I arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 12 driven grout piles today. The piles were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. Piles 504, 466, 505, 468, 438A, 471, 469, 473, 510, 475, 480, and 511 were all completed without complications. Note: As determined by the results of piles 510, 511, and 543 (at 88-, 88-, and 94 -feet, respectively) we recommend that the piles along line 20.3-H (piles 512 and 513), and line 18.8-J (piles 481. and 482) be changed from 16 -inch driven grout piles to 18 -inch driven steel pipe piles, as the mandrel is not long enough to adequately drive these piles. None. Change piles 512, 513, 481, and 482 from 16 -inch driven grout to 18 -inch driven steel pipe. ATTACHMENTS Figure 1 — Foundation Plan (Area B) . Figure 2 — Driven Grout Pile Summary Table 1 — Pile Length Summary LlM/TA77ONk The Shannon & Wilson field representative is present on site solely Fo observe the field activities of the contractor identified and keep our client informed of the progress and quality ofthe work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to refect any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's nock Any information provided by the Shannon dt Wilson field inspector it intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences. procedures, construction site safety, quality of work. and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1. of 1 Area 6 1 -r Ies icy ,411 - + f'a� ..._ ■ �� � ri s��� � 7�i:J i.. i i �Ir^ u t,mow a Allo . i�i��' 'liG It .. .ur' r�lsibw L�"fi:7r� �j+ lE�Y 1 E: I enT. Iti7r. +71 :a',,. �.� F; II MY NE"'" fes' ria a � Or . Enrw^ �Fi1116wfir","Ij, +Iti 111. 111,111 Oro Fria2aEHEM. -*Pik -01;, E.� -d4 .1 drives roti- pi ie4 .a/stared a/u, piles eviot4sli �n,si�lled MArch 21E, 2oD�- slit Mar Are 13 F1.1 c� Lu. z 0 N TABLE 1: PILE LENGTH SUMMARY (Driven Grout) March 26, 2007 TOTAL DEPTH: 815.0 feet 504 70 3/26/07 DG 466 68 3126107 DG 505 72 3/26/07 DG 468 68 3/26/07 DG 438A 63 3/26/07 DG 471 74 3/26/07 DG 469 74 3/26/07 DG 473 70 3/26/07 DG 510 88 3/26/07 DG 475 80 3/26/07 DG 480 76 3/26/07 DG 511 88 3/26/07 DG TABLE 1 ,' SHANNON & WILSON, INC. �j 9eolaa�r�Is�etraml PILE .DRIVING RECORD PILE NO. 541 C FIELD REP. AJT SITE Sou 4.te',i-Fer Mali E? tn.sioli DATE 3/21,/07- PILE: TYPE Pin vein Graaf HAMMER: MAKE AND MODEL TIP DIA. lit IN. BUTT DIA. IN. RATED ENERGY . LENGTH—FT.—IN. WEIGHT LB. SLOWS PER MIN. PENETRATION: WEIGHT OF RAM CUT-OFF ELEV. Z'i" STROKE: RATED MEAS. ELEV. OF GROUND 101 . DRIVING CAP, ANVIL, HELMET, ETC.: PFNIFTRATION . JOB NO.2-1-1'214261-0 ELEV. OF TIP LENGTH. CUT-OFF TO TIP 1.O. .0 REMARKS* til Strokes WEIGHT LB. DESCRIPTION . 3, - rat -h0 1. S7 - TIME: START DRIVING 9 FINISH DRIVING iiJ DRIVING TIME FT. BLOWS FT. BLOWS FT. BLOWS. 1FT. BLOWS FT. BLOWS tFT. BLOWS FT. BLOWS 1 FT. BLOWS 1 0 15 30 45 60...I 76 90 105• _.__ ..� .. .31 46 1 61 76 91 106 1N _ 16 ni 32 47 I -62 1 1 77 — 92 107 2� 17 . �j MIN 33 48 63 78 93 108 3 18 11111 34 48 2a 64 79 11111111M 84 109. 4, 18 Z MEI 35i 2� es . 4-1 80 95 110 5 20,.;._.. T50 :. 38 ! 51 68 81 981_______ 111' 6 21 •••••.....J MEI722.. 37 52 67 J `� 82 r 07 112 MEM 8' 23 38 • 5S,.. 68 83 — 98 113 9 24 36 v 64 69 84 99 114 iMIMI —,—_..._ 10 25 40 55 70 `1II 86 - 100 115 41`._,,.....,, 56 fin71 86 - 101 11 26 f --.....n116 12 27 42 57 72� 87 102~117 • '' = 13 28 43 (el- 43'� 73 88 - 103 118 14 29 __.F__ 44 59 74 89MINIMI 104 119 15 • 30 � 45 60 7 75 80 11111.1.1 106 120 'MANDREL. FOLLOWER: DESCRIPTION. LENGTH. WEIGHT. IF USED I h•n F-8.85 SHEET 1_OF =111SHANNON & WILSON, INC. GeoIsobricslanclBwknmenthIConsultanIs PILE DRIVING RECORD PILE NO. "z(/ Iy FIELD REP. `�T SITE SmA44►C+?n+ei Ma it Exixtnsion DATE 3/261/6'7 - PILE: TYPE 17hVe'll FIYO(44 HAMMER: MAKE AND MODEL [ TIP DIA. 1 W IN. BUTT DIA. IN. RATED ENERGY JOB NO.21'+'ZJ3/-007 • LENGTH—FT.—IN. WEIGHT LB. BLOWS PER MIN. WEIGHT OF RAM CUT-OFF ELEV. STROKE: RATED MEAS. ELEV. OF GROUNDS n� DRIVING CAP, ANVIL, HELMET, ETC.:. ----#CATION `+e/61 `OWEIGHT LB. DESCRIPTION ELEV. OF TIP f it1 *()L12, CUT-OFF TO TIP W6 `- REMARKS" in strokes V.Ge-5.1V. 3.5 vv fi o 1.500 PENETRATION: 2-' 71S-- 9:01 Ti4i n: k,mh ,r TIME: START DRIVING " 2,0 FINISH DRIVING 461:20 DRIVING TIME 21 FT] BLOWS I FT. BLOWS FT. BLOWS FT.' •BLOWS FT. BLOWS FT. t BLOWS FT. BLOWS - FT. BLOWS 0 1 2 3 4 5 9 10 11 12 13 14 15 i 15 16 17 18 18 20 21 2237 23 24 25 26 27 28 29 30 31 32 33 34 35 36 38 39 40 41 42 43 44 45 45 46 47 48 49 60 51 60 61 62 63 75 76 77 78 79 80 81 84 85 86 87 88 89 90 . - 90 91 92 93 94 95 96 98 99 100 101 102 103 r�---_ 104 105 105 106 107 1 1:110 111 113 114 115 116 117 118 ��_ 1 - `r - 2� ---.. I V _ —16 —� 64 l 65 66 :;1',::i- 69 70 71 72 73 74 75 -......—, - I. _ _ �� ....,,, z�-t , 52 83 54 65 56 57 58 59 60 , — - —, _ c '—i10 ____.1 . _ 1 k# a UM . 119 120 il,., .5.---.\30 " . *MANDREL, FOLLOWER: DESCRIPTION, LENGTH, WEIGHT, W USED F-8.85 SHEET 27 OF 12— =Ill HNiOnN dWLON, INC. PILE .DRIVING RECORD JOB NO.1-1-1-24sq-00� PILE NO. Fag SITS FIELD REP. A -J1 So u-4i•Geh+er M AIL Ex pa i i bn DATE 3/210/07" h �r./� �/ PILE: TYPE 12fVtn C7 IOU T HAMMER: MAKE AND MODEL TIP DIA._S__IN. BUTT DIA. IN. RATED ENERGY . LENGTH—FT.—IN. WEIGHT L$. BLOWS PER MIN PENETRATION:WEIGHT OF RAM CUT-OFF ELEV. 23 -' STROKE: RATED MEAS. n/�J ELEV. OF GROUND GuDRIVING CAP, ANVIL, HELMET, ETC.: n` . PEN ETRATION 1-Z • v ELEV. OF TIP LENGTH, CUT-OFF .jT�O,,TIP 1"2,0 -th REMARKS' 133Ok-1S \J ( 5-32- 2 V,h--=. 3.7-I rab 1.11-3 WEIGHT_ LB. DESCRIPTION TIME: START DRIVING ' `2-" FINISH DRIVING 1 0 DRIVING TIME 22 w1 F7. BLOWS FT. BLOWS FT. BLOWS FT.I1 BLOWS FT. BLOWS FT. BLOWS MFT. BLOWS L FT. BLOWS 0 1 2 3 4 S 6 7 $ 9 10 11 12 13 14 16 16 16 17 30, 45 48 47 48 49 50 51'---.1 52 55..� 55 57 68 59 60 60 75 76 77 90 91 92 93 94 96 98 97 105 108 107 61 31 "' , 32 82 78 79 80 81 82 86 8 108 108 _ 53 + 18 33 7 18 20 21 22 23fir, 24 25 28 27 28 29 30 34 . �.. :4. 11a 111 112 114 ---,-- 3t , 36 68 . 37 67 !18 99 100 101 102 103 104 105 , . ---.— :I:..:oz.:, _ 40 70 115 118 41 71t . ..__ +�i 1I 7 88 89 90 117 118 42 72 . � 73 . 43 - _ 74 44 119, 120 45 75 «MANDREL, FOLLOWER: DESCRIPTION, LENGTH, WEIGHT, IF USED F-8.85 SHEET J OF 12- SHANNON & WILSON, INC. =i PILE DRIVING RECORD p PILE NO, �� FIELD REP. sou-Hhcen---er ,4M// Ex siah SITE PILE: TYPE bri vvi GYoikt TIP DIA. 1l0 IN. BUTT DIA. IN. LENGTH_ FT..,....IN WEIGHT LB. PENETRATION: CUTOFF ELEV. ELEV. OF GROUND PENETRATION. ELEV.OF TIP 4-I D LENGTH. CUT-OFF TO TI�p�gt� REMARKS' (2° S' -CO �s .0 .5 Q rho• 3.5 ra.0 1L9 TIME: START DRIVING `1 .61 HAMMER: DATE JOB NO.Z1-i-2bI9- i - MAKE AND MODEL RATED ENERGY BLOWS PER MIN. WEIGHT OF RAM - STROKE: RATED MEAS. DRIVING CAP, ANVIL, HELMET, ETC.: WEIGHT LB. DESCR IPTION o FINISH DRIVING 10. 1(.0 DRIVING TIME FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT: BLOWS FT. BLOWS FT. BLOWS • 0 7 .3 15+ 16. 17 18 30 31 32 33 45 46,, 60 75 76 77 •78 90 91 92 93 _- 105 106 107 61 47 481- •82 , r �,^_____ , 108 63 J ' ..__-._.. 4 5 19 20 34 36 �~ 49 50 `� 84 � 79 80 94 109 110 � 95 65I. ^ — 6 21 36 51, 21 -81 96 111 166 , 7 22 37 52 1 67 82 __- 97. 112 _ •� -....,., �� _._^x' B 23 38 • 53 88 82.,____...98 113 9 10 ....--- 24 25 _� 39 40 54 55 69 70 99 100 114 115 2 84 . _ . ' 85 11 12 26 27 41 42 56 57 _ 71 ______y 101 102 116 , 86- 87 _.1 _J 117 .../72 _,W,,.,__, 13 28 . 43 58-----•-•1 el 73 , 88 „__„_____, 118 103 - 14 29 44 59, c 74 119 _...s-• _ff• _ 89 104 15 30 45 --1.--, ry 60 _, 120 _�— 4__ 75 90 105' t `MANDREL, FOLLOWER: DESCRIPTION, LENGTH, WEIGHT. IF USED F•8.85 SHEET F Z. SHANNON & WILSN, INC. - ,OPILE DRIVING RECORD PILE NO. I -43Z FIELD REP. U� SITE Sv �l`I �'c n tn� 1' Q 0I K oc DATE PILE:,,. TYPEvUi E/0I,11' a HAMMER: MAKE AND MODEL w TIP DIA. 10 IN. BUTT DIA. - IN. RATED ENERGY LENGTH.._FT..._.._1N. WEIGHT LB. BLOWS PER MIN. PENETRATION:WEIGHT OF RAM CUT-OFF ELEV. Z IT STROKE: RATED MEAS. ELEV. OF GROUND DRIVING CAP, ANVIL, HELMET, ETC.: --V tft-E-TRA-T(� ION "' 3,0 WEIGHT LB. DESCRIPTION ELEV. OF TIP -- 3(v'4 JOB NO.Ai' I."2.0 -49 31/0 LENGTH. CUT-OFF TO TIP5.0 REMARKS* 9z strokes V Cr" -34I$' V4i R.gq- ye,lla 1.13 TIME: START DRIVING _I 0' FINISH DRIVING t0. DRIVING TIME 1 FT. BLOWS FT. BLOWS FTJ BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS 0 1 15 16 30 31 45 46 60 61 75 90 91 105 106 . , _ 76 _ 2 l 17,----.---, 32 47 2J • 62 VI 77 92 107 3 4 5 18,--. 33 34 35 48_ 49 50 63 Fte078 79 80 �ti 93 94 95 108 109 110 i.....__,..__�,. 19 84 . 20 -- - 66 .. 21 - 1 36 61 66 .61 \._,,.,,, 96 111 -..J 7 22 37 62 7 67 82 97 . 112 ., _ _ . 8 23 53'- 28 68 83 98 113 ' 9 24 -.,,-j .38 39 54 69 I 84^._,.1 ^_. 114, `� 99 .._.. I 10 ,, 12 25 28 27 40 41L-5- 42 65 56 57 AliN 70 71 85 86 87 100 _.. 115. 116 117 . Z11,_ 101 102 (. , -0) MIL ,__...... _ T 7 AEll 13,, / 28 43 68 Min 73p 68 103 118 14 29 44 59 DM 74 89 104 119 21 151.5.-- 30 45 60 I 76 90 105 120 --4.--1 . . _ 'MANDREL. FOLLOWER: DESCRIPTION. LENGTH. WEIGHT. IF USED C r) SHEET - OF .,.,, SHANNON & WILSON, INC. _ ,,natato PILE DRIVING RECORD JOB NO. -t 21V1 1 7- PILE NO. 14:1-t FIELD REP. A Jrr SITE SVW -1II MI -ter ma C.�x pans/oh DAT 3126/o Y PILE: TYPE rs�ri en) lk+ 11I HAMMER: MAKE AND MODEL TIP DIA. UP IN. BUTT DIA, IN. RATED ENERGY. LENGTH—FT._IN. WEIGHT LB. BLOWS PER MIN. PENETRATION: WEIGHT OF RAM CUTOFF ELEV. 27 STROKE: RATED MEAS. ELEV. OF GROUND�DRIVING CAP, ANVIL, HELMET, ETC.: 1 � PENETRATION ` ' .0 ELEV. OF TIP - 41-'0 LENGTH. CUTOFF TP TIP •O 1 05 strokes 2- V. 1.G 3 . g ) TIME: START DRIVING 16: C1' WEIGHT LB. DESCRIPTION FINISH DRIVING DRIVING TIME FT. BLOWS FT. BLOWS FT. i BLOWS FT. BLOWS FT. BLOWS 'FT. BLOWS FT. BLOWS FT. BLOWS ' 0.r...•. 15 16 17 18 18 20 22 23 24 25 26 27_, 28 29;- 30 30 31 32 33 �.�_...�� 45 46 47 48 49 50 51 52 53 6469 65 56 57 58 59 60 6075. 61" 62 63 64 77 78 79 80 Bt BZ`-. 33 84 85 88 87 88 89 90 90 91 92 93 94 95 96 87 98 99 100 101 102 103 104 105 - 105 106 707 108 109 110 111 712 113 114 115pi- 116 117 118 119r.�.�� 120 3176 1' _�.. - 15 • T I - - 34__._. 35 1 4 l / ___.___ 1 65 5 ___ r-•---•----•- 37 38 39 40 41 42 43 44 45 19) 65 t 7 _.,..,_.., 672_ .68 70 71 72 73 74 76 4 I - 8'- - 1146 _ -. 91_____: -6 I. 10 4 .._.__^_, ....,� 11 ' ( L 12 - � - 13 1 % 1 —14 _- 14 . 15..1._____-- 1 *MANDREL, FOLLOWER: DESCRIPTION, LENGTH. WEIGHT, W USED F.8.85 . SHEET F ,�,,,. SHANNON & WILSON, INC. `� aniEt _mac, PILE .DRIVING RECORD .1OS NO. -I-7-0M1D9 PILE NO. 1�w FIELD REP. SITE So A+ 1� A1-1Tx Mail EXpaliS10h •DATE 3/210/07' PILE: TYPE Dv 1► en CIMAt HAMMER: MAKE AND MODEL TIP DIA.ILL IN. BUTT DIA. IN. RATED ENERGY LENGTH—.FT.___...IN. WEIGHT LB. PENETRATION: BLOWS PER MIN. WEIGHT OF RAM 1 CUT-OFF ELEV. 2. r STROKE: RATED MEAS. ELEV. OF GROUND aGiDRIVING CAP, ANVIL, HELMET, ETC.:. -----PE-NETR,4TION 1470 WEIGHT LB. DESCRIPTION ELEV. OF TIP - r.o. LENGTH, CUT-OFF TO 71P V Q REMARKS` to 1i- k -e 4132_ vitei3.841 Yottia 1(13 TIME: START.DRIVING 11 11 FINISH DRIVING 11: DRIVING TIME V FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. I BLOWS t, FT. = BLOWS FT. BLOWS FT. BLOWS 0 15 16 17 18 19 20 21 22 23. 24 25 26 27 28 29 30 30 31 32 33 34 36 37 38 39r 40 41 42 43 44 45 45 46 47 48 • 49/, 60 61 52 60 75 78 77 .78 79 80 • 81 82 83. 84 85 86 87 88 89 90 90 91 92 93 94�.,r 95 98 97 98 99 100 , 101 102 103 104 105 _��_ 105 106 107 108 109 110 111 112 113 114 i 115 116 117 118 119 120 . , — 61 1 •621,J 2 • I ! 63 --,..� 64 r J J —,.., 4.-. �___ �. 65 p_.......p_.......35 S _ . 66 .�^—, 6 ^ y _ ..__ 67 • • 7 _ a . 53 54 65 56 67 58 59 60 . . 68 i • 8 1 69 8 2� ---- te-- i 70� ,_..,", ,..__._ .10 , 71 1_ ` 1 4 11,-- �.�...— . 72, 12 -.11,..--_, 13. — 21 73 ,-..t-- 74.r . ,,...,.,,_..,^ 14 , . 75 ., 15 , Mil — "MANDREL, FOLLOWER: DESCRIPTION, LENGTH, WEIGHT, IF USED F.8.85 SHEET OF____ r SHANNON S WILSON, INC, — GeotectnladudEnrfslocc rwamnls PILE .DRIVING RECORD JOB NO. 1 -I -7-0f $61-01)3 PILE NO. H93 + FIELD REP. ni SITE SoU141 Y)+ 1' Mall Enil-- DATE 3/26:107- PILE; f /d7 - PILE; TYPE DIi V&P1 C nu. HAMMER: MAKE AND MODEL TIP DIA. It/ .IN. BUTT DIA. IN. RATED ENERGY LENGTH_ FT.—IN. WEIGHT_ __LB- BLOWS PER MIN. PENETRATION: CUT-OFF ELEV. 2-4-1 WEIGHT OF RAM STROKE: RATED. MEAS.. ELEV. OF GROUND DRIVING CAP, ANVIL, HELMET, ETC.: P -ENE R -A -TION ° WEIGHT LB. DESCRIPTION ELEV. OF TIP LENGTH, CUT-OFF TO TP es It' v �. REMARKS i� sip \.c, 1+.0` Ver--- 3v' milt) • I3 TIME: START DRIVING " 12•'2 -- FINISH DRIVING (2: ✓ 7 DRIVING TIME 1 5r k FT. , BLOWS II FT. I 7 BLOWS FT. P - BLOWS FT. I BLOWS FT. BLOWS FT. i BLOWS J '1 FT. - BLOWS 7 FT. 1 BLOWS 0 1 3 4 517 6 7 8 9 10 11 12 13 14 15 15 18 1833 19 20 21 22 23 24 25 26 27 28 29 30 30 31 32 34 95 36. 37 38 40 41 42.. 43 44 45 45 46 48 49 50 61. 52 6388 54 65 56 87 58 59 60 60 76 90 91 92 93 94 95 96 97 98 99 100115 101 1021 103 104 + 105 105 106 107 108 109 110,-7-..- 10-6 111 112 113 114 _, 116 117 118 119 120 76 77 78 79 80 81 82 63 84 86 88 87._..x,. 88 89 90 i 61 . . ( 63 04 . 12- ,182 t 1 IT ___r. �, r— _,__ -- l 165 ero ,.-.--. . • _ • _ 66 : 67 69 70 71 72 73 74 75 r..— _ F 8 _ �� - / I- .;39 ----I „ . • .I -14 NJ - r.r.-- „ .....------ _ ___ ___,-- --1 �._._,_.^. __... -- ` : j .. .- . _ "MANDREL, FOLLOWER: DESCRIPTION, LENGTH, WEIGHT, IF USED P.1.85 SHEET g OF =ills �o� oNa PILE .DRIVING RECORD JOS NO.P+2X)g9"e PILE NO. 5�,,10 FIELD REP. A -d-1 Sou-jc n+ey Mali EXpavi� iDATE of 4/07 PILE: TYPE 1f 1 vex] ifolit HAMMER: MAKE AND MODEL TIP DIA. 1110 IN BUTT DIA. IN. RATED ENERGY LENGTH__FT..___IN. WEIGHT L8. BLOWS PER MIN. PENETRATION: WEIGHT OF RAM CUT-OFF ELEV. Z1" STROKE: RATED MEAS. ELEV. OF GROUND Q 2t, ' DRIVING CAP, ANVIL, HELMET, ETC.: ----PEN-E-TRI4TION v4.0 WEIGHT LB. DESCRIPTION ELEV. OF TIP ''{P1.0 �I,R LENGTH. CUT -OF . TO TIP t3 sQ REMARKS' 1 2- sk - f \ e, � Zg V "'•'� 5 SITE Yorh o (hp TIME: START DRIVING 1:11)10 FINISH DRIVING 1:30 DRIVING TIME 1 T 1 frT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS 3'. 4 7 B 11 12 13. 14 15 15 16 17 18 19 21 22 23 24 25 \4! 27 28.. 29 30 30 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 60 61 62 63 64 665 66 67 68 69 70 71 72 73 74 . 75� 75 76 77 78 79 80 81 82 83, 84 85 86 87 88 89 90 90 91 92 93 94 95 96 97 98 99 100 '101.__116 102 03 104 105 105 106 107. 108 _—.... 109 110 111 112 113 114 115 117 118 119 120 • 31 _ _�. + 9 13 32 33 J t. .---._.. L . ..,. 34 , s5 36 0 Api ZoKi 37l__ _ 38 (((J�� i ,_---- ___._,_24 . ` 39 , ^1 2 it - 01 i10 40 - 1 —� �� I• W --r..—,26 41 __, , . . 42 ., OM __ . , 43' III. 1 — 44 i f r- _� ?0 45 J MI •MANDREL, FOLLOWER: DESCRIPTION. LENGTH, WEIGHT, IF USED F.8.85 SHEET- —a—OF OF I ..., SHANNON & ILSON, INC. j� Imo «WPILE .DRIVING RECORD JOB NO.2-1+76/20 Qh7 PILE NO. � `-1` � SITE FIELD REP. v Sowiaen-I2r A )1 EX PAM). Mel DATE 3/21f/07- /�,�,,1 v�4l PILE: TYPE bhV&31 t HAMMER: MAKE AND MODEL TIP DIA, ` t" 1N. BUTT DIA. IN. RATED ENERGY_ LENGTH_FT..._IN. WEIGHT LB. BLOWS PER MIN. PENETRATION: WEIGHT OF RAM CUT-OFF ELEV Zi. r STROKE: RATED MEAS. ELEV. OF GROUND VI s + DRIVING CAP, ANVIL, HELMET, ETC.: 80 PENETRATION .0 ELEV. OF TIP — fi3.0 LENGTH, CUT-OFF TO Tip 50.0 REMARKS' 1 1Z StYos \b C.- . -S \/,11. 1:122 WEIGHT LB. DESCRIPTION TIME: START DRIVING O FINISH DRIVING J .y� DRIVING TIME {� FT. BLOWS I FT.I BLOWS 1FT. BLOWS fT' FT. BLOWS )FT. BLOWS FT./ BLOWS 1FT. BLOWS FT. BLOWS 0 1 2 3 15 16 30 i 31x_ 32 33 45 46 47 60 75 76 77 78 90 91 92 93 105 108 107 108 I 0 81 •62, - 17 1 B3 3 18 \ V V _ _ -_ .48 ,., _� 4 18 34 49 " 64 2 79 94 109 5 , 20 35 ,` 50 a0 itlYr M 96 110 65 a"' ,- - - - . .1 24 ,, 6 . 7 9 21 22 23 36 37 38 51 52 53 r 6S 87 68 •81 98 97 98 111 112„ 113 3 _ -Y 82 - . - '"' 83 - ___ —r_ _ 9 ! 24 39 54 69 34- 84 99 114 _ 10 25 - 40 55 i 0 70 33 85 100 115 . . -_.____, -/ 1---- 11 12 13 14 26 27 28 29 41 42 43 44 68 57 58 69 71 72 73 74 3 % 86 101 102 - 116 _ , 117 _, + 3 87 88 - _� 118 - 1 w 103 . _ - alk 3 0 89 104 119 , 30 45 60 75 ,—_-_ 15 ' 1111111 iD 90 105 120 `MANDREL FOLLOWER: DESCRIPTION. LENGTH, WEIGHT. IF USED F•8-85 SHEET 1 . OF l - 1° SHANNON & WILSON, INC: 2 j-� - �.D X999 PILE .DRIVING RECORD JOB NO 043-00 PILE NO. 1-1-g0 '`FIELD REP. AJr G SITE I 1 L" J 1, F- ) - I DATE 3/24/07 PILE: TYPE , • Veil' 6 rot HAMMER: MAKE AND MODEL RATED ENERGY LENGTH -FT. -IN WEIGHT L0. BLOWS PER MIN. TIP DIA., IV _IN. BUTT DIA. IN. PENETRATION: CUT-OFF ELEV. 2' WEIGHT OF RAM STROKE: RATED MEAS. ELEV. OF GROUND 2•10DRIVING CAP, ANVIL, HELMET, ETC.:. --RE.NE.TR &ZION WEIGHT LB. DESCRIPTION ELEV. OF TIP - LENGTH. CUT-OFF TO Te... 76' O REMARKS*. Ic* ( s1 rbke5 V, °• 3, 1 Yafio ►'og V. �'} TIME: START DRIVING FINISH DRIVING ? • [.-� DRIVING TIME f 31)1 FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. JFT.� 105 106 BLOWSY 0 1 15 16 30 31 45 48^ 60 75 761 90 91_ _BLOWS - . 5 ' 61 2 3 4 17 18 19 • 32 33 34 47 48 49 •62 63 84 7-- 77 78 79 1 92_„_.,___,�_•.1 93 94 107 108 109 ......,. _ O - I 113 _ , - �• ,,- I Li- ...____, — , 5 6 7 8 9 20 21 22 23 24 35 38 37 38 39 50 51 62 53 54 85 . , 80 • 81 82 95 96 97 98 9 - 110 111 112 113 114 ., 88 . �__ 87 68 89 . Z - - 83" 84 J ---•..,- • 10 40 .__.. --I 65 70 65 1 115 25 �� r,/L� 11 26 41^, 65 71 80 101 _ __.`__._ 115 T ' Y✓ 12 13 14 27 42,_..r•�.__._, 43 44 67 58 72 , 39 87 102 103 104 117 28 29 , - 73 1 88 118 - + ,,.�•,. r 59 J 74 89 - 119 i 15 • 30 45 60 + 75 10') 90 105 120 _ *MANDREL. FOLLOWER: DESCRIPTION, LENGTH, WEIGHT. IF USED F-8.85 SHEET OF 111 SHANNON &WILSON, INC. .. rG olochrial and rnrtrcomrernat Coe* PILE DRIVING RECORD JOB NO. 421+ .i51s'9'06 PILE NO FIELD REP. A-1/4) 1 - SITE 014+1CeinfeY a// Lex pan Jion DATE 31/26/D PILE: TYPE /pY1Ven �u 'r HAMMER: MAKE AND MODEL. TIP DIA. UP IN. BUTT DIA. IN. RATED ENERGY LENGTH—FT. ,..IN. WEIGHT LB. BLOWS PER MIN. PENETRATION: PENETRATION: CUT-OFF ELEV. ELEV. OF GROUND�.DRIVING CAP, ANVIL, HELMET, ETC.:. PINE * BT20.0 B.O WEIGHT LB. DESCRIPTION WEIGHT OF RAM STROKE: RATED MEAS ELEV. OF TIP —`PI'0 LENGTH. CUT-OFF TO TIP t REMARKS* %) 3k -e5 \.C/ 5•` ' v•h-- 53 4 �6 D V -hd I,zD TIME: START DRIVING -1)5 FINISH DRIVING 2 56 DRIVING TIME 21 rn FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS 0 1 2 3 4 6 6 8 9 10 11 12 13 14 15 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29�_.^, 30 30 45 46. 47 48 49 180 61 52 • 53 54 55 56 57 58 59 60 60. 81' 7G 76 77 78 79 80 .81 /fes/, 00 91 92 83 94'.,.,.,......_ 98 86 95 99 100 101 102 103 104 105 105 106 107 108 109 110 111 1'12 113 114 116 116 117 118 119 120 31 .L-- 32 ' 62 63-9-, Ci _ 33 / 34 ^,.� 2 .. , _64 .•0 \.....---, r_..__..._: 61 66 3 . 36 .. .. .. : 38 g I:82.387 J7 E°\/ 67 88 69 71 72 73 76 _ 37 •1, 83. 84 86 87 88 89 r-r--� 90 . ' 38 r ' , , , , 13— __. 39----, - --.y �_. 4085 40 —.— OF ! 41 l 42 .. - 0 'A 43 d'74 44 _,___ 1 . , .--,_\ - 4� ' ! 45 _,..,, MI *MANDREL, FOLLOWER: DESCRIPTION. LENGTH, WEIGHT, IF USED P.R.Ac SHEET I2_ GEOTECHNICAL 1lLso�vRONMENTAL �INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 March 27, 2007 67 AJT D06-425 RO:IECT f(AM1r1Lft:ATION Westfield Sauthcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Overcast, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0715 to 1530 (Proposed Two- from to CONSTRUCTION OBSERVATIONS ¢,sf30 . R1CAND— LOCATION ; DESCRIPTION OF FIELD ACTIVITY. OBSERVATION ANt7i ~ -`_::' : - .::RECOMMENDATIONS TO OWNER _ _=. - - ; `kms.... FURTHER C ACTION RECOMMENDED TO OWNER Installation of 1 arrived on site today to observe the installation of Driven Grout Piles None. Driven Grout Piles at Area A for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 13 driven grout piles today. The piles (Proposed Two- were installed using a pneumatic hammer, which drives a mandrel into Story Shopping the ground until bearing is met. Grout is pumped into the pile as the MaII & Theatre) mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. Piles 467, 438B, 506, 470, 472, 508, 478, 476, 509, 474, 419, and 373 Pile 423 rejected because it were all completed without complications. Pile 423 was driven to the did not reach minimum maximum depth, of the mandrel (92 -feet), but did not reach minimum penetration into bearing penetration into bearing soils, so it is not acceptable. soils. ATTACHMENTS Figure la — Foundation Plan (Area A) Figure lb — Foundation Plan (Area B) Figure 2 — Driven Grout Pile Summary Table 1 — Pile Length Summary L1M1TAT7ONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client Wormed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work orfailure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon a Wilson does not haw the authority to direct the contractor's work. Any information provided by the Shannon A Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) --steri/0-1 Pagel of 1 / o �, J=� d o._ 0 4T11:17:11. gib mow MEW 42 inn. itaucl 'lug Til TIaic-.=ikia'n & Nf_ Ulf 1ini ij• 'Yin r' 3° tj;I" l9 ....„1 '94111 j1 �r�• )i T^�1'.5:7 i • mi• --,IL i 4141/ P err WWI 11401%Gib• ..s.,tw- f.•w•.+,.er.•r tflIw 'Mow i,•11*Ns. r•d.r >f,•lAIM. sErerotm° s,EgaraFguariail c•If•wta,u W, j 1 Arm wwflsoiwin,a tww•.1.1• �I !Il•Tamed Mr,Ywfl.Y WyGf1n4 PERMIT/B/D • ADDENDUldj}r .0-2,05,2007 • �I�IZi 11lallli •`.�"�3."1,x;:1 -�. �1.y.9.: 1''f. 13,71.P11 1 "" r 1, II -i-7---,52 I I1 i /k I i .f i /�,.... / 1 {11• j th1H P! I I I li wiawVml„w sf 111111••••�I fl(1.�1 wa 11,4. in :j1L2: a v1I-F 4 imiesoz P,r or c r¢s y" owns a• -,r EA 'AS1.3-FORS NOTES Qr Ke. na+hsla, ® rOmmlr o Wafts mrooaaw [ *WA FL4N aEac otos s1/tis ® Jamar •• Ws* NAOS m A••FIIOIY E "•"""'7 •uKam ISMS A — o• — - 0 41„ 8 : Dot, OMAN FOUNDATION PLAN AREA W Jab No. Dol S1.1 . F1 . lk 1511e -Map 0 dew nu4 ales F sioicd ' �~ ne g P Ar A 0 cig files -NO Ve�PINGe IACT (unacce cble) • pIIe5 treviouAcly .Ws1 lied 1. Marrin,2Dbq- 414 1I In�f ��1111 �iil 511[]�i� ]L`] ;tla Fl IC r4 1lir ric P tr Yi iv Air� .�`-�f Ste' 11AWi a�� IIk 7 4� (9tl / 'r b �;". �+ ,viii Tnii r�i ilr��4.wr,f rr A Jr r uu �u u/i 011 I TiF"!J;''� l[ .� 1`02.t i+-ifi:�vA bre+ -.r!!■■I�ikr�., c'r,, 14. tip .. ... .,..o - .... CC�p...� .'7:--===.-.4",:= '' .11 1111 Pil iiiIii0 Alli r ia -tet r i%a.h;�: y....F.yv n'.�.Lrei�._�."'s N�s�a ..�..'v::��r.4_a:..-.�.—ct;-- �_ �► arYti,,.:aFA.ran.. icfi'l�i ELM ar MI a4 .1 FOUNDATION P1.. driven ?lies roar piles insirtilect 3/2 — , VG 1$ vious• 1 z 11eco 4A499 AA rrt„ 'I :r-- w w a 0- ....,_ w N 1-----. a � E.i V I , eQ _cc:: 4--- P `. Z a N o 2 VO o N s U6 I ou TR� � i4 e' MCI I EX 1264151 ,01 ,- 4 CF' oho = O czN - - F Q W z o v x % J W d t 1 a d i ICTUNO R DROP HAMMER} LENGTH PENETRATION CUTOFF INTO TO TIP REARING FT. STRATUM FT. 4 o _:.ca, .® � o . a s o s. a 0-- o i-- o O cam j CS cQl C.1 � o lSi ..9 oQ • • �-- cC1 b4::' C. Aid r f ce WK� r r� = i w id 5 TABLE 1: PILE LENGTH SUMMARY (Driven Grout) March 27, 2007 TOTAL DEPTH: 836.0 feet 467 438B 506 470 472 508 478 476 509 474 423* 419 1111110 61 52 61 60 74 80 80 82 65 92 84 66 3/27/07 3/27/07 3/27/07 3/27/07 3/27/07 3127107 3127/07 3/27/07 3/27/07 3/27/07 3/27/07 3/27/07 3/27/07 DG DG DG DG DG DG DG DG DG DG DG DG DG *Pile 423 rejected because it did not reach minimum penetration into bearing soils. TABLE 1 �,,,. SHANNON & WILSON, INC 21-/-2#/89-,003 Eiji Gram ,w PILE DRIVING RECORD JOS NO.. PILE NO. y`��_�+ I FIELD �R-;EP. Atrr SITE SauT C1eh' ei Ma I I EX pt Y i;h DATE (3/2 1d-" PILE: TYPE J r1 1i •6h/A+ HAMMER: MAKE AND MODEL TIP DIA lK IN. BUTT DIA. IN. RATED ENERGY LENGTH.,,_.FT.—IN. WEIGHT LB. BLOWS PER MIN.. WEIGHT OF RAM CUT-OFF ELEV. 2 STROKE: RATED MEAS. 1 ELEV. OF GROUND 2fi DRIVING CAP, ANVIL, HELMET, ETC.: PENETRATION (p ' 0 WEIGHT LB. DESCRIPTION PENETRATION: ELEV. OF TIP LENGTH. CUT- OFF TO TIP (! ' a REMARKS' 13vkc v. i 3. t L- ,rdl'iiD I.'I° TIME: START DRIVING' FINISH DRIVING 3 J DRIVING TIME JO m FT. BLOWS FT. BLOWS FT. BLOWS [FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS 0 1 15 ..�� 30 31 45 46 60 61 75 B 90 91 105 106 r IMO WA 2 .�_,,_y .9� 32 47 77 92 107 17 L • 62 _ _ - .. ,�_.r— _ 3 18 33 48 63 - '78 93 108MINK_. _^_ - 4 19 34 49 54 EMI 79 94 109 -..-.-....-..i 5 20 - - - 35 60 23 65 — 80,__ 95 110 /13'66 --i 6 21 36 = 81 ___� 96 111 .__.....- .51 ,_._ T 1. 7 22 37 52 27 67 — 82 97 112 81-...—. 23 38 53 68 98 113 • Z. — 88 'el NM 9 24 39 54 69. 11111.11111 84 90 114 10 25 40 68 2Th 70 SS 100 115 = 11 26 27 41 42 56 57 3 71 861 87 101 102 116 117 572 ✓ — ,12 13 14 15 _�� 28 29 30 43 58 73 74 76 88 _ 103 118 44 59 60 3 "- 89 104 119 45 _ .1--- — BO / TOL 120 'MANDREL, FOLLOWER: DESCRIPTION. LENGTH. WEIGHT, IF USED F-8-85 SHEET t OF II) • NW 111 NWS°Et PILE DRIVING RECORD JOB NO. u -r -200q' PILE NO. ii3C617.5 FIELD' REP.. T SITE Sou ll�,-Ice,�i�' Mai -I £ p&ri s; i PILE: Type ,VhxP/r) • ater- HAMMER : MAKE AND MODEL TIP DIA., 1 `0 IN. ' BUTT DIA. IN. RATED ENERGY` . . LENGTH_FT.—IN: WEIGHT LB. BLOWS PER MIN. PENETRATION: WEIGHT OF RAM 2� I CUT-OFF EtEV.' STROKE: .RATED MEAS. • • i 'ELEV.OF GROUND .24!DRIVING CA.P, ANVIL, HELMET, ETC.:. PENETRATION .• • /•O WEIGHT - . LB.' DESCRIPTION ELEV. OF TIP r 2_5-.. 0 'DATE 3/21107- 5 LENGTH, CUT-OFF TO TIP .C) REMARKS". 7 is'iroke v• G 3•0g v. V - 2 '& g ►ra t1 o t 15 • TIME: START DRIVING 1:54 FINISH DRIVING 69 DRIVING TIME I•' rn IFT. BLOWS FT. BLOWS JFr. BLOWS FT. BLOWS FT. BLOWS FT. . BLOWS FT. BLOWS 'FT.J BLOWS 0 111111111 2 $ $ I 7NMI $iiiiilli - 9 10 12 13 14 16 15 • 30 45 60' 75 - 90 105.., ' .,....^... smile - mums - 1 16 31. 40 " L -61 76 91 106 17 32. 47' 62 77 92 — 107 1 .....—_,.., _..._ iIIIIIII 18 33 48 63 78 ___ 93 108 . 19 34. 49 64 7-9 94 109111111111. 9)9 20 � 36 50 65 80._ - 05 — 110 - . , iiiid .r:.�.,, 36 51 6 ... 8 96 - 111 - 1111111121 11111111 —,. 111111111 22 37 52 U'� 7 L-82-� - --- -97MEM 112 • . 1111111 , 23 38 . 53 CO 8.1��..... 98 11111111113 24 39 1 54 ' .89 84 99 114 _ - 11111111 11111111 = 25 40 55 70 861.-- 100 116 `' �__�... 1_ 1111111111 26, 41,x........__ 56 71 86• 101 MN 116 • 111111111 - 27 :, 42 67 72 87 102 1111111 117_ 28 43 68 73MIMI 6131 Bt-,,._„ 103 116 -- -- . = 29 44 69. 74 89 104 Min i19 30 • 45 J 60 78 90 105 120 MANDREL, FOLLOWER: DESCRIPTION. LENGTH, WEIGHT. IF USED - 0 II) SHEET OF nt sHANHOH & atom, z. .,r B„rct,n,�,t,,,,�ro,mrcon�ar�ntz PILE DRIVING RECORD roe NO. 244=2°I$q-°°- PILE -NO..5-6` `' FIELD' REP. A SITE SS#Ce n + V MO/ EXpethSiM * 'DATE 5/Z /O7 - PILE: TYPE Dnv i 61rOftf HAMMER: MAKE AND MODEL TIP DIA. 1 (1' IN. ' BUTT 01A. IN. RATED,ENERGy LENGTH, FT:—IN: WEIGHT L5. BLOWS PER MIN. 1 - PENETRATION: _ „ WEIGHT' OF RAM CUT -OF -F ELEV. . ; STROKE: RATED - MEAS. i ELEV. OF GROUND 26 DRIVING CAP, ANVIL, HELMET, ETC.: - PENETRATION 'SJ'OWEIGHT LB.' DESCRIPTION ELEV.OF TIP LENGTH. CU •OFF TO,TIP_ ( `.� REMARKS* 10S-fOk-c -3+a • Y�+ior.3z TIME: START DRIVING v V FINISH DRIVING .ti”DRIVING TIME • FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS EFT. BLOWS FT.. BLOWS FT. BLOWS FT. BLOWS 0 15 30 45 • 90 105 :;g': 16 31 46 — '9i — 108— MEI 17 32 47 MEM 77 92 107 • =62 3 ~ 18 33 48 63 MON 78 • 93 108 0 4• 19 34 49 — 64 1.1111.1 79 94 109 • 35 50 65 80 95 110 � �; • � � 21 36 51 Wall 66 MEM 81 96 - 111 • 7 22 Nmw,MmEldliMMR 37 52 Mg.B7 ® 82 ..c,-• 97 112 Mill• •8'___ 23 _ S8' 83 UALMI 68 B3 98 113 •9 2439 - 64 B9 84. 99 114 IPRMI• - _ 10 26 40 BS PAM 70 85 100 IIII 116 , 11 26 41 66 71 86 101 116 WWAIN 12 27 • 42 67 ElEal 72 87 102 IIIII 117 _ IMME 13 28 43 68 73 88 103MEI 118 ._r.w:_, . MI Min 14 29 44 69 74 89 104 119. . 18 • 30. 45 80 `!J 75 90 108 111111.120 • MANDREL FOLLOWER: DES RIPTION. LENGTH, WEIGHT, IF USED " 11-) f:RICCY AF ""'IlI SHANNON & WILSON, INC. u j -?A 18.61'00 G d g PILE DRIVING 'RECORD JOB NO, PILE NO. l FIELD. REP AiT SITE So ceivt+ky !Ma ll lnpari sib DATE 3/Z.�/0 'PILE: TYPE Dr1VP�n rol4 .1 HAMMER: MAKE AND MODEL • TIP DIA. IN. BUTT DIA. IN RATED ENERGY LENGTH�FT.^__IN� WEIGHT�LB. BLOWS PER MIN. PENETRATION: WEIGHT OF RAM 9-4 CUT-OFF ELEV. STROKE: .RATED - MEAS. ELEV. OF GROUND 2149 CAP, ANVIL, HELMET, ETC.:. f�D.O PENETRATION �} WEIGHT • LB. " DESCRIPTION • s . ELEV. OF IP ' 33'a LENGTH. UT -OFF TO TIP (6o10 REMARKS" & ro Ice s V.G-- .3 3.09 rat -ti o $: TIME: START DRIVING 1Z • FINISH DRIVING " 99 DRIVING TIME " I (' ' FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS [FT. • BLOWS 'FT. BLOWS FT. BLOWS • 1 2 3 4 5 7 8 . 9 10 11 12 13 14 15 16 30 AS $0 76 90 705 • —:..r......\ 16 31 46 61 76 91 106 ® — 17 32 47 • 62 - 77 92 107 ,,,' p ..—.__ 18 .. 33 48 22 63 78 • 93 • 108 — ., , . 19 34 49 54 79 - 94 109 - 20 - . - 36 50 65 ' 80 95 ",- 110 71,) __ 21 36 51�}v�' 60 81 90 111 22 • 37 52 % 67 '82 -97–..— 112 . _r_.... 23 38 =• •53 • 88 83 98 113 — 24 39 54 19 114 r _ _ :,__:- 25 40 55 70 -_...._.. 26 41 68 71 88 101 116 . 27 42 57 . 72 87 102 117 — . tf� 28 43 58 73 88 103 118 — 29 44 ' 1 59 4 " 89 104 - • • 119 S 30 45 `f 90 105 120 ____„\-.50 ,�..._... 'MANDREL. FOLLOWER: DESCRIPTIGN. LENGTH. WEIGHT. IF USED tL lel SNRAT i OP �,i.., SHANNON & zeal INC E[Ji.�l w PILE DRIVING RECORD PILE .NO.. FIELD REP. 'SITE �Ou4-hcen+er. Mali xxpar1sfori '. HAMMER: • • • T E PhVeAft crou I TIP DIA. -J.(2 IN. ` BUTT DIA. IN . LENGTH_FT...___.IN WEIGHT --:—.L8. PENETRATION: CUT-OFF ELEV. .OUT-OFF OF GROUND 27/_1 PENETRATION .n ELEV.OF TIP 7-1S7-171 D LENGTH.I UT -OFF TO TIP �-•O REMARKS" `1)9 ` tro S V.G 3.: Safi&I.l • TIME: START DRIVING • 1:09 JOB NO, 21-I-7.1:II-& DATE 312-107- TIP jZ/b7 MAKE ANDMODEL RATED ENERGY' BLOWS PER MIN WEIGHT OF RAM STROKE: .RATED MEAS. DRIVING CAP, ANVIL, HELMET, ETC.:. • WEIGHT LB.' DESCRIPTION FINISH DRIVING ! DRIVING TIME 2 m. 1FT. BLOWS SFT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLQ1NS ' O °1 2 3 4 6 9 7 8 . 9 10 11 12 13 14 • 15 16 16 17 18 19 20 30 31 32 33 34 35 36 45 BO`. 76 90 91 / 92 •93 94 ss 96 •97 98 99 \_—._--, 100 101 102 104. 106, 105 106 107 108, 109 110 111. 112 1i3 114 115 116 117 118 119 120• . . Iy 76 77 78 79 -• 80 MI 81 ' • 46 • • . . . 62 47 . T� _ 63 94 65 66 57 68 69 70 71 .72 ► 73 74�� 75 J 48■ • r '' • , "i m*� MI�' . 49 L•lj • �,,.�.. _ l SO ~ MUM MOM WOW AVM . . 21 22 23 24'. 25 26 27 28 29 30 81 61 • . • ' . 82 , . ..r---,..! 37 38 39 40 ,.......--, 41 42 43 44 45 �..1 ,....-�� 62 • + _ W. 53 83 84 8S 86_.,., 87 , 88 89 90 . . SIM MEN Mini �� ..-...___. � 54 4 + 55 _ 58 IIMIM • 57 WAII V - Wig. .,.,._� Z ,ter :•.- '' � - 58 i • 'tai r (i _ --y • �_.._.^.J II .r.....-- 60� 1 --,_, 'MANOR EL, FOLLOWER: DESCRIPTION, LENGTH, WEIGHT. IF USED feueCY no "1.�/ :;111- ASHNNON & WILSON, IHC. G�� PILE DRIVING RECORD PILE NO. 15O1 FIELD REP. A -dT SI•TE SbW-1iC-n fer Mali KpafS(o it/ 'DATE 3125-/0 PILE: TYPE Dn‘fel .aiu HAMMER: MAKE AND MODEL - TIP DIA. _ IN. ' BUTT DIA. ,/ IN. RATED ENERGY . LENGTH-FT.—IN- WEIGHT LB. BLOWS PER MIN. PENETRATION: WEIGHT OF RAM CUT-OFF ELEV.' `' I STROKE: .RATEDELEV. OF GROUND - Ole I. DRIVING CAP, ANVIL-, HELMET. ETC.: . WEIGHT - _LB. DESCRIPTION ' JOB NO. 2-i-l-261847'DD' PENETRATION 11O ELEV. OF TIP 414: LENGTH, CUTOFF TO TIP - REMARKSS 112- On) fc.S v, C - ' V, je) - 3.(o5 1.1 .0 • MEAS. 1• 1 -i o r 23 TIME: START DRIVING • ""I`11- 1 R FINISH DRIVING . O` DRIVING TIME _ 1-1; - FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT.. BLOWS FT. BLOWS • Q 1 2 • 3 4 6 6 7• •3 924 10 11. 12 1328 14�� 15 15 16 17 18 19 . 20 20 • 30 31M 32 33 34 45 46 47 48 49 50 60 61 62 63 64 • 75„_: 76 77—I 78 70 60 81 82 . � 90 91 92 93 94 95 96 -97 98 99 100 101 102 103 104 105', 105 M _ MIME IFIIM MUNI 106 , 1111111111 MEM 107. ' IllgallIS - 108 r UM ROM WA= WM= p1M NM ME 109 • T—� Irl ,,..—,J MEM � 55 110 . 21 22 23 4EMI 25 26 27ME 29� 36 37 38 39 40 42 43 44 45 51��� 52 93 54 • 55 5B 97 58 59 50 — ■1 66 67 �' - 1111 11111 �1 ,gym MOM ��.. 112 -,--.t WW1 T 1111 •i • ,.c. MIMI 68 69 70 71 72 73 74� 75 - 83 84 5 87 88 89 90 113 al - . 11111MI MAN 1M/' ELM. MIN 114, ~ MEM= MEI SINE ■1 116 M41 MEM111=11 MIi Wail III- � i ....r.r..r� 116 • • NM = — Ilini _ —�_ 117 WPM Mil = =111=11 118 _ • MN. ' =- - •_ 119• • , - •30 MIN 120 • 'MANDREL, FOLLOWER: DESCRIPTION, LENGTH, WEIGHT, IF USED RUPOT (f) OF .' mrj° tONo PILE E DRIVING RECORD roe No.21` 1-7-Mgq-Oril PILE NO. i.ill FIELD REP. AJ ` SITE. 5O4Al'h VlkU MO - __DATE g/2,1(017 PILE: TYPE ,'V l row HAMMER: MAKE AND MODEL • TIP DIA. Ito IN. ' BUTT DIA. IN. RATED ENERGY' LENOTH_ FT._IN: WEIGHT LB. BLOWS PER MIN. PENETRATION: WEIGHT OF RAM CUT-OFF ELEV. 29 STROKE: .RATED MEAS. DRIVING CAP, ANVIL, HELMET, ETC.:. PENETRATION WI' D WEIGHT LB. DESCRIPTION ELEV. OF GROUND t • ELEV.OF TIP - 0.3.0 LENGTH, CUT.OFF TO TIP SO` v REMARKS* 120 Sfo S V.0 -- +}.. 8 v.V Lf. 12— TIME: 2 TIME: START DRIVING • 10: )tp FINISH DRIVING iO 32-- DRIVING TIME 4V' FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS 0 1 4 11 6 8_ 10 11 12 13 14 15 'a-.--.... 15 16 17 18 30�— 45N.-...-----. 46 47 48 49 60 51 11.. 52 63 64 56 57 58 59 60 60 ' 75 110 91 92 93 94 96 • 971 98 99 100 101 102 103 104 ..._,___H119 105 108 /• _ 76 77 78 70 816.----- 84 ., -� __ 31 1 61 62 63' 64 65 66 67 68 69 70 71 106.. • - 32 107 . 0 33 • 108 I • . . 34 19 109 "` ' 4,' 110...a...y.s b...,---.80. 1 351 . 20 l/ _. • 21 22 23 24 25 26 27 28 29 30 36 +..err.. : 111 „.,.._, .7 rea....•••••• .� 37 r .�_ - - 112 .-..:.._-1 83 84 85 86 871____.7.-- 7 .48 89 90 . , 113 :.,,..^„ 38 ' 39 • 114 4 40 J -- - 115 9 _._.,r.,._ 4156 .. 116 - - ter__.._, 72 73 74 75 2 42 �,_ ,.,.._ 117 , 2 43 118 _ 1 44 - ' l ► ter, ____–_. - 45 120 • •MANDREL., FOLLOWER: DESCRIPTION, LENGTH, WEIGHT, IF USED SNEET_ OF =illSHANNON & WILSON, INC. — Gated cdlydEn+ fler�tcU' I PILE DRIVING RECORD .IOB N0.2-1'I-2D)S?'hiD1 PILE NO. 14TW FIELD' REP. A J 3/2-1/0/..- � SITE. 9Z44-VICe.nl Malt xFahsrvn - DATE `�I2 Iy/0" PILE: TYPE V v1 f' HAMMER: MAKE ANNA MODEL, TIP DIA. ip IN. ' BUTT DIA. IN. RATED ENERGY LENGTH....._FT...,.._IN; WEIGHT : LB. BLOWS PER MIN. PENETRATION: _ _WEIGHT OF RAM 2 CUT-OFF ELEV STROKE: .RATED MEAS. + ELEV. OF GROUND IP I. DRIVING CAP, ANVIL, HELMET, ETC.:. PENETRATION a" D WEIGHT • LB. ' DESCRIPTION., ELEV. OF TIP 7'53- O LENGTH, CUT-OFF TO TIP ef00 Its SkvO L'S 47.6\r'h•% 4,12., nolo ie i2— TIME: START DRIVING 10141 • REMARKS* \f. /. FINISH DRIVING t I. 0 DRIVING TIME 23m "FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS I FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS 0 1 2 3 d 5 6,�_ 7 ' 8' 9 10 11 12 13 14 15 ,a_:• 15 1631 17 18 19 - 20 - 30„. 45 60 -� - 76 76 77 78 79 80 . 8-1 90 91 92 93 94 95 98_.., •97 98 99 100 101 102 103 104 _... 105 -,.....:____H_ ,_r^ n ,7 46 2 —) l LY - • _.. ; 61 106 5-/f . 32 47 62 2\______ i / 107 �^ 33 48 63 3 . • 108 . _•,...... ' 34 49' 64 �� 109 � LI - 36 50 • 95 ' 3 _�,_, -_r,a 110 -1 _ • k -, .�, 36- 51 68 3r 21 22 23 Zi 25 26I 27 28 29 30 111 - 37 ^ I 62 82 . 67 • • : 112 _ • _ , • 38 83• 86 86 "87 88 89 , 90 53 • , 68 (113 -LA 69 39 i 5411 4 -.I84 �_ 114 ry ��.1 70 4o 55 . � 115 �,t� __ 3 r..._......:_... 41,__ 60 71 j' . 115 _ ' 42 . 57 ` + 72 ✓� . 117 `',� • 43 • _ 68 • 73 118 44. , .69 I 74 t , 119 Lr 45 • r-...._ 50 75 1 ” - 1 _ 105 �.`� 120 ,.., `MANDREL. FOLLOWER: DESCRIPTION. LENGTH, WEIGHT. IF USED 214FIsT OF =111 SHANNON & WILSON, INC. — 0.*ctnlaa Ana r�rlrwr:+x�lel c« PILE NO. 5°C! SITE SOli-HICenter PILE DRIVING REC.CRD .los No. 4-/-2LIg/ °/ FIELD. REP. /Jr 61,11 EA pa nsies?? r0141 - PILE: TYPE Dry Vert Ci TIP DIA. 110 IN. ` BUTT DIA. IN. LENGTH—FT.—IN. WEIGHT LH. PENETRATION: CUT-OFF ELEV ,ELEV.OF GROUND 210.1 2) PENETRATION 610 ELEV. OF TIP 5-7.0 LENGTH. CUT-OFF TO TIP SO- O REMARKS* 123 stro jos 'DATE 3/2 -7167 - HAMMER: f27-/b} HAMMER: MAKE AND MODEL RATED ENERGY BLOWS PER MIN. WEIGHT OF RAM STROKE: .RATED - MEAS. DRIVING CAP, ANVIL, HELMET, ETC.:. WEIGHT LB.DESCRIPTION ' V• C =. I -t .c 2- v.11— ,f2 -2- l• 140 TIME: 2-2- TIME: START DRIVING • al' E� FINISH DRIVING 1 I ' 0 DRIVING TIME 25 };- FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. ' BLOWS FT. / BL01NS • 0 15 - 30 45 60 61 62 63 . 75 90 91.__.1106,.• 92 93 94 95 96 105 107 108 109 110IIIIIIIII 111 112 113 114 116 116 117 118Iffrp= 119 120 -.J 1 16 * 76r 77 78 79 - 80 81. 82 3146_ J i=1 2 17 32 47 — �- t T3 NMI �IM Effilll M�� 3 1633 . 48 4 19 _• 34 49 84 , ICI 'EMI t , —� 5 . 20 39 50 65 MI —_, y—� • J 6 - 21 36 51 MEM 66 87 NM. t - , 7 22 JIIII 3752 — / •97..., 98 89 100 101,___ 102 103 104 105 38,....---•-.1 53 • 8 23 • 68 69 70 71 72 73 74 IMIM 63 84 85 86 87 88\' 89 ; 111111111 IMP= 9 24 39 54 M NI .-.—., EMI �■ _`a= MIN VIA= 10 25 40 55 � 11 26 41 56 `NW �� , ,,r,.., 12 27 ' 42 57 ` Z Mal WEI MN" 13 28 43 58 Ina. MUM I BMW 1I 14 29 44 59 . ......,— Mil 75 -'+ • 15 • - 30 45 60 80 , *MANDIIE1., FOLLOWER: DESCRIPTION. LENGTH. WEIGHT. IF USED SHEET f OP _ EII1 tHAN VoLL7S400cNorari. PILE DRIVING REC.ORD I JOB NO.-!-z-DI89;Qb ; PILE NO.4 FIELD REP. / J fT- SITS Sdu,ciYir1'M�� aliiiSld� DATE 3/2Wj07` PILE: TYPE pnam U - yli- HAMMER: MAKE AND MODEL TIP FIA. UP IN. ` BUTT DIA. IN. RATED ENERGY LENGTH FT._IN. WEIGHT LB. BLOWS PER MIN PENETRATION: _ 7_ I WEIGHT OF RAM CUT-OFF ELEV STROKE: RATED MEAS. ELEV. OF GROUND ,�# . DRIVING CAP, ANVIL, HE.LMET. ETC.: - PENETRATION `E'er- 0 WEIGHT LB. DESCRIPTION ELEV. OF TIP 35'.0 LENGTH, CUT..FF TO TIIPA X1(1 ' ' O REMARKS* 14..1 V. • YlanD TIME: START DRIVING I1r91 FINISH DRIVING :Q I DRIVING TIME FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS 0 15 • 30 45 80 76 90 105 M1� MINN ..: 1 ., 16 31 •- 46 era 01 1 76 — 106 • •91 MUNI 111111011 i 2 17 32 47 62Ma= 77, 92 — 107 - R 3 18 33 --,-- 48 ee- 63 MEM 78 ' 93 108 MM. VIIIMIM • 4 • 19 34 49 MEN 64 WM 79 94 - 109 r..�:.....:, X17 r1J,,, 6 _ 35 ---►--- 50 05 MIMI $0 95 — 110 - 6\• r__ .20 21 51111.1111 = 96 111, 1 36 66 = 81` = 7 22 37 52 R 67 - 62 - 07 — 112 _,�._ , sf a ® MEM • 8 23 38= 53 •M� BB $8r 90 •\ -, - .111111113 9 24 39 54 WM1 68. 84 .99 114 1 li = 111.11111 ' 10 25 40 55 1MM 70 — 85 100 — 115 - 11 12 26 27 41_ 56 57 86 • MILM211 71 11.1111 101 116 . _ L ' 42 ■M 72 — 87 102 — 117 MM. 1111111 MEIN 13 28 431 58 NUM 73 88 103 118 , . = _ 14 29 , 44' - 89 74 104 119 ��� MUM = , 15 45 60 Mall 75 MIMI 90 105 MOM120 X30` MANDREL. FOLLOWER: DESCRIPTION. LENGTH, WEIGHT, IF USED ti jay, SHEET__ 1' OF SHANNON & WILSON. INC Q�p1ec�InlmQ E�+r+arnetelConsuGatds PILE DRIVING R ECO R D JOB NO.1-!-1'Zb j$`j 067 PILE .NO. 142 FIELD REP. 3I2 -/O7 PILE: TYPE ri_V 8(aled-- HAMMER: MAKE AND MODEL, TIP DIA. IP IN ' BUTT DIA. IN. RATEDENERGY . LENGTH.,. FT........_IN WEIGHT LB. BLOWS PER MIN. PENETRATION: _ ril-/ WEIGHT OF RAM CUT-OFF ELEV. I ELEV. OF GROUND DRIVING CAP, ANVIL, HELMET, ETC.:. SITE sou -khan -}m- Mgll Fxpansian 'DATE STROKE: .RATED MEAS. PENETRATION 6t2,t) WEIGHT LB.- DESCRIPTION ' ELEV. OF TIP "' r� LENGTH. CUT-OFF TO TIP `G' O REMARKS )2'(v S' r v 5-.01-1- v. `� T ratio I, % TIME: START DRIVING 11-0 "7 o ec FINISH DRIVING DRIVING TIME 1 hi FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS ' 0 2 3 4 6 6 7 • 8.1 . 9 10 h.-_____ Il. 12 13 14 15 .arm._^ 15 16 - 30 45 46 47 4$ 49 50 61 62‘. 60 � 75 76 77 78 79 80 81 82 • 90 gt 92 •93 94 96 36 •97 98 99 100 101 102 103 104 105 . 105 106 107 108 109 11 Q 111 112 113 114 115 116 117,_______._ 118 119 • 5 _. 31 �.r..� ) 61 17 32 62 1 2211) ' i _ 33 63 18 19 1 - L ; 34 - 64 1 _,�_.._ ,._,, _ . 35 - 06 i- . 20,--....7-1 _.....`�.�; - _ . ., 1---..-.....:—.: 21...........-.--i .. J 36 66, 1 ° � • (R _ __ 22 �....._�j 23 7-- 24 25 26 27 28 29 30 _....___ 37 67 L - - • �.—,,. 38 ! L,............_. _— �✓ 63 64 65 66 57 68 69 80 ;_ _.. 83• 84 85 i- 56 97 .88, 89 90.1 1 • 68 _......_._ 39 • • ., ..........-..-. I - ,.....�_. • l n 99 I _.._ 1 -----. 40 l� 70 , _.___.._., . -' 41 '1 IT 71 ' ' 42 3 72. r' , 9 43 73 .. 44 ..��..._. D 74 —: I .J ........... • 45 J 76 • 120 \ . . . .. • . .: 1' ` . • `MANDREL. FOLLOWER: DESCRIPTION, LENGTH, WEIGHT, IF USED SHEET .OF V ' '� 'ii 1 s�As+tNON � wll.soN� IN. .. o .gar r�cPILE DRIVING RECORD JOS NO. 21-1-26139-19Y, PILE NO._41 _FIELD REP. Jr SITE So• -h�{ 3l+er Mall Expansion DATE 23-/0q- , PILE: TYPE Dr -1%/Y? Carb'tf HAMMER: MAKE AND MODEL TIP DIA 14° IN. ' BUTT DIA. IN. RATED ENERGY LENGTH.,_:,. FT.—IN: WEIGHT LB. BLOWS PER MIN. PENETRATION: DUT-OFF ELEV. 2-7 2{O ,. 'ELEV.OF GROUND PENETRATION 134•0 ELEV.OF TIP 56t •Q�] LENGTH, CUTj�, OFF TO TIP 0'1 '" REMARKS" • WEIGHT OF RAM STROKE: RATED MEAS. DRIVING CAP, ANVIL, HELMET, ETC.:. WEIGHT LB. DESCRIPTION 1, S¢.5. -V,h= Lb3Z alio .2-\ TIME: START DRIVING .1• `1' 2'0S- • sirfcd J Ixjrl9 pin• Dos— Vi $ • FINISH DRIVING 2. 23 DRIVING TIME I 3 h• FT. BLOWS •0 FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS 0•1.C6 FT. BLOWS 30 45 = 60 75 0 105 1 .15. S1. 7691 � 106 1 16 31 46 — — 2 17 — 32 47 62 `'' 77 92 107 -1 18 — 33 48 — 63 78 93. 108 _,_ - 49::.€ 7994 LE :__•.;:__: . 80 951 110 50 66 81 2 96 111 - 21 38 51 _ 7.,._.� 22 37 52 67 . 82 J� •97 • 112 • !111 MVPM • • �� • 8' 23 38 •• 53 68 9' 83 96 113 MLS MI= �' • 63-(T 1 . 9 24 — 39 _ ___ 54 69 84 II / 99 114 III , «E EMI 10 25 — 40 66 70 1 _ 85 100 115 MIMI MINI MEM III 1MI71 MEIK M- 11_ 26- 41 66 88 - 101 116 i4. . 12 27MIN 42 57 72 10 87 102 117 7�• 13 28 43 68 EMI M' �' MEI 73 88 103 116 NM • _ ._ 14 29 44• 59 74 69 104 118 sMss 16 _:..—,! 30 — 45 60 76 -1 • 90 105 120 k MANDREL. FOLLOWER: DESCRIPTIoti. LENGTH. WEIGHT. IF USED V) 13. 614FET. % OP t I =1IJ. SHANNON & WILSON, INC. .� �«� PILE DRIVING RECORD PILE NO. 3.3-3 FIELD REP. .]T S1TE SVu �PM4e Mall EX ppfsiof DATE 3/27 -/n - JOB No. 21-i+2'1$1OD j P1LE: TYPE Jrri" ��ut CHAMMER: MAKE AND MODEL, TIP DIA (67 1N. BUTT DIA. IN. LENGTH_ FT.—IN WEIGHT LB. PENETRATION: CUT-OFF 2 C•UT-OFF ELEV.' ELEV. OF GROUND 2W PENETRATION (P(10•0 ELEV.OF- TIP ~ 3ct.0 LENGTH, CUTOFF TO TIP (A.0 • REMARKS* 0`` `S 0 5 RATED ENERGY BLOWS PER MINI. WEIGHT OF RAM STROKE: .RATED MEAS. DRIVING CAP, ANVIL, HELMET, ETC.:. WEIGHT LB.' DESCRIPTION Ya It V. 3. 1 Kq I.2S �-{- TIME: START DRIVING FINISH DRIVING -2:53 DRIVING TIME t Cl FT. BLOWS FT. BLOWS FT. BI.OWs FT. 'BLOWS PT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS 0 1 2 4 5 6 7 - 81 10 11 12 13 14 15 , 15 16 17 30 - 45 50 • 76 . - 90 91 92► 93 . 94 95 96 -97 96 99 100 101 102 103 104 105\ _._ 105 106 107 108 109 110 111 112 138 114 115MINN 116 117 118 119 ...,...._ ` M YIWI 76 77 31 46 =M. 61 ' MOE 32 47 62 - . . 18 — 83 `illi 78 111.1111 MINN.ii 33 48 • . ■ IMMO .1111M1 ■a 64 6S MINE 34 49 • 19 .20 M-. MIN Waal !rte YR= 78 60 81 351 . 80 r • NMI I • 21 22 23 24 25 25= 27 28= 29 30 � „�.._ ' 36 51 Naas 66 _:._.�... Mani 67 MOM 82 - • MINIM 37 82 - • _ 38 ' • 63.168 M83• . � IMMO 39 S4 � � MN 69 70 .��� RIM • 40 66fi 85 NM _ , 41 86 71 86~-, � 42 67 � 72 87 ..� ,�,.,...��„ 43 88 G 73 MINE .88��. 9 - �' r - 44 52 _ • 74 IIIIII • MIR 45 60 MEM '90-, • WAR 78 120 ------7 . t �_..-, ,--.:- •MANDREL FOLLOWER: DESCRIPTION, LENGTH, WEIGRT, IF USED SHEET OR. _ SHANNON AND iWILSOTAL NS INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT Na: 21-1-20189-007 March 28, 2007 68 AJT D06-425 PROJECT NAMEILOCATION Westfield Sonthcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0800 to 1130 from to CONSTRUCTION OBSERVATIONS NO --. DESCRIPTION OF FIELD ACTIVITY,OBSERVATI .NS.AND:a;:'.e..a Q ' `- RECOMMENDATIONS TO OWNER ,,- , _URTHE1-*YllON RECOMMENDED: TO OWNER ;rul'ICANu =LOCATION, Installation of 1 arrived on site today to observe the installation of Driven Grout Piles None. Driven Grout Piles at the southwest end of the Sears building, as shown in Figure 1. at Area A (SW Dewitt, the pile contractor, installed 2 driven grout piles today. The corner of Sears piles were installed using a pneumatic hammer, which drives a building) mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. Piles PED 1 (NW pile) and PED 2 (NE pile) were installed without complications. ATTACHMENTS Figure 1 — Site Map (Area A) Figure 2 — Driven Grout Pile Summary Table 1— Pile Length Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to refect any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not hove the authority to direet the contractor I work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initlal/date) %•16- WA7 Page 1 of 1 ,-1 - 1 11 ---� 1 1 1 r——z Fecrewqm pt Com, r:42 • 1 1 f1 r..#+-1 i -for-car. alr 1 1 L_ •—.F 11 1 DRP.04 MOW CONC. I CSEE i2 FOR ct-rut.) 1 + 1' 9. 11 2'-6" ilk C. vpv &��r . Ptr7 PILES /S3.2 OF PSC STRUCTURE) Vit-leOlot .1+1W'. Tv itt4 of PkagoYa —1 W1043 �S+ w 1 2'-1 3/4• rP KSIC s7R11CMtE "A' V }} t 14 �- �- . ��� 1r OE � i ���i ts✓i . j� 'C': � { 4-'1 i ,c FIG Sl+G Al a p - 91N dor Y1 5e� NSI morin 2'12 D (1� Z Z O J etS Z O Z CO 14471M:0. z O Z2 LL F— < Z a h 1 1�e z 0 W 1* -211-0 7. 2 2 '411- t 9. w z -a LL - W O z D. W COJ TABLE 1: PILE LENGTH SUMMARY (Driven Grout) March 28 2007 TOTAL DEPTH: 66.0 feet TABLE 1 =I1iSHANNON & WILSON 1NC. aamr�r 1,"&"nm lcan21 PILE DRIVING RECORD r 4N11:14 Ped.:1.%r.i111450 PILE NO. PGt ( NW FIELD REP. RdT JOB N 0.21-1`20189- OD"fi SITE S01A4 Celn+Br MAII EXp4 iSion 'DATE PILE: TYPEliei 601A -t HAMMER: MAKE AND. MODEL TIP DIA IN. ' BUTT DIA. IN. RATED ENERGY . LENGTH_FT.—IN WEIGHT LB. BLOWS PER MIN. PENETRATION: WEIGHT OF RAM CUT-OFF ELEV. 2� STROKE: .RATED MEAS. 2W. 3/2B/o'J- ELEV.OF GROUND PENETRATION '{✓3'0 WEIGHT LB. DESCRIPTION ELEV. OF TIP - `' . U LENGTH. C -OFF TO TIP ✓ U) REMARKS* MP)keS v. C i . v.11-%1.qo a -+O 1.D DRIVING CAP, ANVIL, HELMET, ETC.:. TIME: START DRIVING - S l FINISH DRIVING 67'4 DRIVING TIME " rI • FT. BLOWS FT. BLOWS FT1 BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS • o 1 2 • 3 4 5 6 7 - 8' 9 10 11 12 13 14 15 15 16 17 18 19 20 21 22 23 24 26 26 27 28 29 30 ' 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44• 45 45 46 60 75 76 77 78 70 -. 80 81 82 • - 90 91 92 • 93 94 95 96 •97 98 99 0 101 102 103 ,. 104 105 105 106 107 108 ,_— 61 ' _ 62 63 ! J47 • , 2.148 „_ ____ f.----/ . 49 50 61 52 53 54 55 56 57 58 59 60 \ 64 109 110 111 112 113 114 115 116 118 119 120 ..__., ..-. -may —. - ' - 65 66 . - • . • - • 67 68 69\ 70 71 721 73 74 75 - , • ' • • 3 84 86 86 87 88 89 90 , . - , ' , , • 1 _. — � •MANDREL. FOLLOWER: DESCRIPTION, LENGTH, WEIGHT, IF USED RUC FT 1 OF 2 =III SHANNON S WILSON, IHC. .,.. Oam«nlcar,roa o ig PILE DRIVING RECORD Jos No.z1-1- 2018 1-663..- n fNRdS al Nr-- PILE O, PED2 ( N& P11e / FIELD. REP. Sou-1-hGe f&r Hall. E2c. hsion DATE 3/20 PILE: TYPE riV&1 CrD 4 1 HAMMER: MAKE ANA MODEL TIP DIA.. 140 IN. ' BUTT DIA. IN. RATED ENERGY LENGTH......:. FT.—IN. WEIOHT_—LB. FLOWS PER MIN. PENETRATION: _ CUT-OFF ELEV 23-1 ELEV. OF GROUND PENETRATION �✓ ELEV. OF TIP ^ _(0. 0 33,0 LENGTH, CUT-OFF TO TIP REMARKS* , Z fro v. c, — 2.4-g Y t+ic 1. Li - TIME: START DRIVING FT. BLOWS 4 10 11 12 13 14 to i WEIGHT OF RAM STROKE: RATED. MEAS. DRIVING CAP, ANVIL, HELMET, ETC.: WEIGHT____ LB. DESCRIPTION . FT. BLOWS FT. 15 ; 30 16 17 31 32 33 34 35 36 22 37 23 24 25.r 38 39 40 41 27. 42 28 .. — 43 29 � 44 30 45 BLOWS INV FINISH DRIVING l6 (l0 FT. BLOWS FT. BLOWS DRIVING TIME FT. BLOWS FT. BLOWS FT. 45 46 47 48 49 50 51 52 53 64 55 57 58 59 50 50�... 51 62 63 64 65 67 68 69 70 71 72 73 74 75 1 r MANDREL, FOLLOWER: DESCRIPTION. LENGTH, WEIGHT. IF USED 75 76 78 79 80 81 82 83 84 85 85 87 88 89 90 90 91 92 93 94 95 —J 99 100 _ 101 102 103 104 105 105 106 107 108 109 110 111 112 113 114 115 115 117 118 119 120 BLOWS MIN MEM MIN MENNEM EWENr MEMMIN MINIMMINIM NMI MON 1111 MIN MIS MIN SHEET _ OF--- 111 SHANNON &WILSOL N3I�NC. DAILY FIELD ACTIVITY REPORT Rd_ tW0Ca PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 March 29, 2007 69 AJT D06-425 Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: T CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0700 to 0900 from to CONSTRUCTION OBSERVATIONS i e • LO AT ah% r�. �-R S }_ . �'' i4 , _ y -r ywo a n 1 Si Rt �� f - �.,, c� " t1 a TIOt S AND «"" Baan t a{ t.0 I a,.�. ,,$JQ • •iq p.1 _ _ ... X e Y� ® s: m" E;` ss 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) 1 arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 1 driven grout piles today. The piles were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. None. Pile 72 was installed without any complications. ATTACHMENTS Figure 1— Site Map (Area A) Figure 2 — Driven Grout Pile Summary Table 1— Pile Length Summary (JMITATIONS: The Shannon & Wilson fold representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of Me progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any nonconforming work orfailure ta reject any non -conforming wont does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have Me authority to direct the contractor's work. Any information provided by the Shannon A Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor it solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. - REVIEW BY (PM initial/date) Page 1 of 1 'A „ 111 4,6 gk LOA Pt. F'14 kiLifiti) • — T •' • f: . • I e it; , es" C) 00 r•S LJ c I . • i . •• 1! • • 1.1 • :15L104 3) r-er! 4.•1 11 Um! 1.11 i 151:1 t 44= ' I • I 1. .:1 1-..r17-71 so .1 4 " 61.1 2007 SAFE LOAD BY FORMULA. OR GRAPH • Id V1 K. 7 4 7 � i • s ' 1 11) f W . OF DRI' AT FICIAL PENETRATION E1J., 111 0 - a — : T1111111111 . FT. LB. E _ g . -1 a " 4.11H .." i 7 11111 1111 1 a - i W ,.I l' & W • 16 . 0 E Co 1 ra ki. 1 en 0 ..I a g . .. ...I . -... 1 1 ic. 111 E X I- - IC ,, 4 . 2 4 .... 4 hi ex, -I D. O. leh 0 tr. x . 4, z I- I- za F.. =111 SHANNON9&�°Ncx PILE .DRIVING RECORD JOB No.E- (-201s9-007- PILE -2DfS9=0O7 PILE. NO. 12-- FIELD REP. 3oul-hcer+ ExpanSiov ,/(4 PILE: TYPE Driven. Groh f TIP DIA. �`_' IN. BUTT DIA.. -IN. LENGTH—FT.—IN. WEIGHT—LB. SITE i PENETRATION: CUT-OFF ELEV. 21-1STROKE: RATED MEAS. DRIVING CAP, ANVIL, HELMET, ETC.: WEIGHT LB:. DESCRIPTION HAM DATE 3/26:1/6 MER: MAKE AND MODEL RATED ENERGY BLOWS PER MIN. WEIGHT OF RAM ELEV. OF GROUND: 2.0( PENETRATION ELEV. OF TIP 3D. — 10.0 LENT T14.CUT•OFF TO TIP 39-'13P REMARKS~ 53- strokes Vc-2.28vh:_ �a p (.2-0 TIM FT. 0 2 3 5 8 9 10 •11 12 13 14 15 *MA •O5 FINISH DRIVING ` ' It DRIVING TIME bY1 BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT. BLOWS FT.1 _ BLOWS 1 FT. BLOWS FT. BLOWS 15 30 31 45 46 60 76 76 90. 91 105 61 _—.. 105 16 32 33 34 47 49 49 •62 1 92 \ 93 ... 94 107. 108,- 109 17 18 19 77 '; . Ci 53..T 78' 79 B4 - � - ® 981 50 _�___._.. 8D 110. •I BB , rI 4 es ��� = 20 — 36 1 66 86 111. • .:. 21 22 34, 8 _w... 67 ' �..-. 82 97 112 4k�� �_ �1 .— • 53 —�- 68 83 98 113 23 24 38 39 40 41 42 43 44 r..— 64 55 50 69 ,.--- 84 85 -88 99r...._---.)114 100 101— 102. 115. 116 ' 117 : ' 119 ..., \--- 70 , 25 „ 26 27 28 29 71 \._ - r.-- - —. 57 58 59 ^ 87 W . 72 88 103 104 --./.•-• 73 74 — ,__,__—..... _ r.:._, .89. .:_, ,.__^_^..... Imo— 45 0---__r, 60 90 105 — a. \MI 120 y _.. '. 30 75 - _ V MOREL_ FOLLOWER: DESCRIPTION. LENGTH, WEIGHT, IF USED : F.8.86 SHEET Y• yam TABLE 1: PILE LENGTH SUMMARY (Driven Grout) March 29, 2007 TOTAL DEPTH: 37.0 feet :?rte• i ip1 TABLE 1 = f S-IANNON WILSON INC. OTECHNIAND ENVMEL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 March 19, 2007 61a EVP D06-425 PROJECT NAMEILOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Rain/ 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction DeWitt Construction from 0730 to 1500 Lloyd Enterprises, Inc. from to CONSTRUCTION OBSERVATIONS NO. — - OPIC-AND- LOCATION DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND RECOMMENDATIONS TO OWNER FURTHER ACTION RECOMMENDED TO OWNER 1 Building Pad Backfill and Compaction 1 evaluated the excavation, backfill, and compaction of the building pad from lines 5-6.6 (J to K), with a 'A -inch steel T -bar probe. Lloyd Enterprises excavated approximately 1 -foot of (Class A) material off the building pad before compacting and proof -rolling the subgrade (at a level even with pile cap and grade beam tops) to an acceptable density (ruts less than 2 -inches with fully loaded front loader). The pad was then backfilled in lifts of approximately 6 -inches, and re- compacted until grade was met. The building pad meets acceptable density (less than 6 -inches of penetration with '/-inch T -probe) from lines 5-6.6 (J -K). 1 observed backfill and compaction of the building pad area from lines 9-12 (L -K) and 10-13 (D -E), with a '/-inch steel T - bar probe. The building pad area lines 9-12 (L -K) and 10-13 (D -E) will require 6 more inches of (Class A) material to meet level even with pile cap and grade beam tops. Evaluation of the building pad area lines 9-12 (L -K) and 10-13 (D -E) will continue on Tuesday, March 20, 2007. None. , LIMITATIONS• The Shannon & Wilson field representative is present on site solely to observe rhe fold activities of the contractor identified and keep ons client informed of the progress and quality of the work. The presence and activities of the Shannon do Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work doer not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have Me authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety. quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) 74f6ih/t%7 Page 1 of 2 mom =111 SHANNOND E& ILSOL Ne UINC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: March 19. 2007 REPORT NO.: 61 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAME/LOCATION Westfield Southcenter Mall Expansion, Area A CONSTRUCTION OBSERVATIONS (continued) ATTACHMENTS Figure 1 -- Foundation Plan (Area A), Backfill area Site Map Figure 2 - Augercast Pile Summary Figure 3 - Driven Grout Summary Table 1 - Pile Lengths LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractors work_ Any information provided by the Shannon & Wilson field inspector is intended solely to advice the contractor of the technical requirements of the plans and specifitahbns and/or design concept. The contractor is solely responsible for its means. methods, sequences. construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 3 of 3 'r, l ir , ''' 1 [ • 1 , Ai -1 I. ' 0:-.. '..., : -..-•,:::, '.. • . _.,:li ..3 _.__ . W4 ' I !I.,: '19,9 r o. If ••• li • csi 0, liii; -a, wk... •;'.i,.st; -- 4 .., TN -1 • I. e 1, ..,r1raiiii01513 I. r 1. --j_ 1. :4!?4'.P. I" -•1• •i t P.44 #.#; . I. . 7. • TT T! 41 I -1,,,,01-rdr•S7 ,22,..tirsaimir17 1.1 ineopmri: "111"1111147Valim 1.• i! mir raw 11 MIIIMEIMM.11•14.1 tiMMIMI. MR! 1.111171M1 W SrHANNONAND ,WILSONL sI�NC DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 March 20, 2007 62a EVP D06-425 PROJECT NAME/LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP Rain/ 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction DeWitt Constniction from 0730 to 1500 Lloyd Enterprises, Inc. from to CONSTRUCTION OBSERVATIONS NO. — iOPIe--AND- LOCATION DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND RECOMMENDATIONS TO OWNER FURTHER ACTION RECOMMENDED TO OWNER 1 Building Pad Backfill and Compaction As requested, a representative from Shannon & Wilson, Inc. visited the above noted project site to observe subgrade. improvements. I evaluated the excavation, backfill, and compaction of the building pad from lines 10-13 (C to E.7), with a 1/2 -inch steel T -bar probe. The pad was then backfilled in lifts of approximately 6 -inches with crushed glass and Class A mixed material, and compacted until grade was met. The building pad area lines 10-13 (C -E.7) will require 6 more inches of Class A material to meet level even with pile cap and grade beam tops. I observed backfill and compaction of the building pad area from lines 8-10 (L -K) with a '/2 -inch steel T -bar probe. The building pad area lines 8-10 (L -K) meets acceptable density (less than 6 -inches of penetration with'/ inch T -probe). Evaluation of the building pad area lines 10-13 (D -E) will continue on Wednesday, March 21, 2007. None. f ATTACHMENTS Figure 1 — Foundation Plan (Area A), Backfill area Site Map LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep ow- client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work orfailure to reject any non -conforming work does not relieve the contractor from complying with ifs contract documents. Shannon dk Wilson does not have the authority to direct the contractor's work. Any Information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures. construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) 1-1W07 Page 1 of 1 . Ws.ii t P • 51,1? • - r • 1-1 ..... —1T1. , 04 . 01,C) • ) -Cr 0 0 •0 Ai 0 Me. r-sP41119r 11 ''-1141•1=1011 - tENIMIT'S LirTml alto- •= !. A. ' "115t1.71 lit1313n, 114- 4474 1 a t anfik ci SHANNON &WILSON, INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 March 21, 2007 63q EVP D06-425 ROJECT: NAM EILOCATI'ON Westfield Southcenter Mail Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1530 Compaction from to CONSTRUCTION OBSERVATIONS ND ^� TOPS-AND LOCATION: "' DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS: AND: -`; ` ; '= s RECOMMENDATIONS TO OWNER _ FEfFt31 ER A TtCi RECOMMENDED TO OW E Building Pad As requested, a representative from Shannon & Wilson, Inc. visited the None. Backfill and above noted project site to observe subgrade improvements. Lloyd Compaction Enterprises backfilled lines 10-13 (C to E.7) with a mix of (Class A) crushed glass and crushed building material before compacting and proof -rolling the subgrade to an acceptable density (ruts less than 2 - inches with fully loaded front loader). Lloyd Enterprises will continue compaction and grading of lines 10-13 (C to E.7) 3-22-07. Bayley Construction decided to continue with Class A material for backfill and discontinue use' of Class A and crushed glass mix. 1 collected samples of the Class A Type 17 material for lab analysis. ATTACHMENTS Figure 1 — Foundation Plan IJMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon do Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) 7;06-4/v/67 Page 1 of 1 7=- 11 4% 4 tiV, r., 1.1 .1. ' 111..„11.1111-11 '„; ampikattorirto .44W T •.• .; T.\ PT\ Ili In • . r 1 411 Il� GEOTECHNICALS � SHANNON WILSON INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 March 22, 2007 64a EVP D06-425 PROJECT NAME/LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Overcast, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0800 to 1400 Compaction from ' to CONSTRUCTION OBSERVATIONS `` a NO. " * TOPtC-ANDr '; LOCATION ' DESCRIPTION:OF;FIELDACTIVITY, OBSERVATIONS AVIS" -,..,,.,s; b' RECOMMENDATIONS TO OWNER" . ; > ;% z"F Ui 1 RECOMMNDED Ta. lE x Building Pad As requested, a representative from Shannon & Wilson, Inc. visited the None. Backfill and above noted project site to observe subgrade improvements. Lloyd Compaction Enterprises backfilled lines 10-13 (C to E.7) with (Class A) material before compacting and proof -rolling the subgrade to an acceptable density (ruts less than 2 -inches with fully loaded front loader). The building pad for meets acceptable density (less than 6 -inches of penetration with'Y-inch steel T -bar probe) from lines 10-13 (C to E.7). , EATTACHMENTS Figure 1 — Foundation Plan LIMITATIONS: The Shannon if Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon di Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences procedures, construction site safety, quality of wont, and adherence to the contract documents. - REVIEW BY (PM initial/date) 7,X do- V/41/(7 7 Page 1 of 1 FA- •••• • y• 1.11 \-1 1:r• • I ss• v,. • IL • -• r•-• c 00 0 • 14 r.t:,•42sw, , 1' I 0; 5 -Aljr uI tft” ' Ui • 1! I. Arrt- IMMEM- 1 .11h - I • telo•— 1. 1. IL. 1 SHANNON WILSONgIINC. DAILY FIELD ACTIVITY REPORT ECT NAMEJLOCATION PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: Westfield Southcenter Mall Expansion, Area A 21-1-20189-007 March 23, 2007 65a EVP D06-425 REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Overcast, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0800 to 1400 Compaction from to CONSTRUCTION OBSERVATIONS 2 NO. TOPIC-A+iL1.` ': LOCATION `" r, ; ;;` DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND°° -"=w. ry;::° mm`: RECOMMENDATIONS TO"QWNER=; ` • rv, F RTHER"ACTION RECOMMENDED TO OWNEE Building Pad As requested, a representative from Shannon & Wilson, Inc. visited the None. Backfill and above noted project site to observe subgrade improvements. Lloyd Compaction Enterprises backfilled lines 10-13 (C to E.7) with (Class A) material before compacting and proof -rolling the subgrade to an acceptable density (ruts less than 2 -inches with fully loaded front loader). The building pad for meets acceptable density (less than 6 -inches of penetration with '/s -inch steel T -bar probe) from lines 10-13 (C to E.7). . Lloyd Enterprises began backfilling lines 12-13 (H -J.8) with (Class A) material before compacting and proof -rolling the subgrade to an acceptable density) ruts less than 2 -inches with a fully loaded front loader). Subgrade improvements for lines 12-13 (H -J.8) will continue Monday, March 26, 2007. IATTACHMENTS Figure 1— Foundation Plan LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activines of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon d Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractorfrom complying with its contract documents. Shannon d Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon @ Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methodss, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initiaLldate) -rob ply/o-t Page 1 of 1 Al ET: 0{i! 0 --- fl O c • 0 11111*Iiill: N5.15, 11 • 41 j .1WEL! j! ,._-��11 Itc 11 111 L.= _ ,= • C •=111 SHANNON 6WILSON, INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT ECT -.NAM EILOCATION 4 PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: Westfield Southcenter Mall Expansion, Area A 21-1-20189-007 March 26, 2007 66a EVP D06-425 REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER TEMP. Overcast, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0800 to 1330 Compaction from to CONSTRUCTION OBSERVATIONS ATTACHMENTS Figure 1— Site Map for Backfill and Compaction LIMITATIONS: The Shannon ct Wilson field representative is present on site solely 0 observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon d Wilson does not have the authority to direct the contractor's Mork Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work. and adherence to Me contract documents. REVIEW BY (PM Initial/date) -06rigzi/d7 Page 1 of 1 --- `TOPIC AND LOCATION . DESCRIPTION OF FIELD. ACTIVITY, OBSERVATIONS ANi;�;.: , . ax:. RECOMMENDATIONS TO OWNERRECOMMENDED ; a, =; T` OW iER'� Building Pad As requested, a representative from Shannon & Wilson, Inc. visited the None. Backfill and above noted project site to observe subgrade improvements. Lloyd Compaction Enterprises excavated and backfilled lines 5-7.2 (K to M3) with (Class A) material before compacting and proof -rolling the subgrade to an acceptable density (ruts less than 2 -inches with fully loaded front loader). Subgrade improvements for lines 5-7.2 (K -M3) will continue Monday, March 26, 2007. . ATTACHMENTS Figure 1— Site Map for Backfill and Compaction LIMITATIONS: The Shannon ct Wilson field representative is present on site solely 0 observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon d Wilson does not have the authority to direct the contractor's Mork Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work. and adherence to Me contract documents. REVIEW BY (PM Initial/date) -06rigzi/d7 Page 1 of 1 .47.10,414414 1:106tnitilf tib SHANNON EIWMLSONOEOTECHNICAL ANO ENVIRONMENTAL aINC DAILY FIELD ACTIVITY REPORT s PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 March 27. 2007 67a EVP D©6-425 ECT NAM'EILOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP.Overcast, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0800 to 1530 Compaction from to CONSTRUCTION OBSERVATIONS r*e * :. N '� _ 'rsk ,ww. -=� 4 -API =AN&/- : :-; " LOCATION .--t-.rg ^, s: ,xs. z: a*y.;� _ s.s x rr. •v. ,.E,.am-. s.x.., ..s' __,xs�;.a,�.�®:ar—.;; DESCRIPTION -OF FIELD ACTIVITY, OBSERVATIONS ANi? .RECOMMENDATIONS TO OWNER �...-+m _ ='- RTFlER ACTION t; COMMENDED TOvOWNER r3 Building Pad As requested, a representative from Shannon & Wilson, Inc. visited the None. - Backfill and above noted project site to observe subgrade improvements. Lloyd Compaction Enterprises backfilled and compacted lines 5-7.7 (K to M.13) with (Class A) material before compacting and proof -rolling the subgrade to an acceptable density (ruts less than 2 -inches with fully loaded front loader). The building pad for meets acceptable density (less than b - inches of penetration with %2 -inch steel T -bar probe) from lines 5-7.7 (K to M.13). Lloyd Enterprises began excavating and backfilling lines , 5-7 (D to F). Subgrade improvements for lines 5-7 (D to F) will continue March 28; 2007. ATTACHMENTS Figure 1— Site Map for Backfill and Compaction LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon d Wilson field representative and our acceptance of any non -conforming work or failure to reject any nonconforming work does not relieve the contractor from complying with its contract documents. Shannon d Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon dr Wilson field inspector is Intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract document,. REVIEW BY (PM initialldate) --771/16,- Witio7 Page 1 of 1 ksq OQ% 1;1 .t Asa , I — c - 1.4 .0 ,;:.!1...ilike• 11110 4741 101 441,40co LIPAk � �td,Utllii�� E1,_M Ya7 II Kter; 1,11111116110 , -__ r1; —,. sty tilt IMF SHANNON 1AND NILSOL NsINC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 March 28, 2007 68a EVP D06-425 OJECT1NAMEILD CATION Westfield Sonthcenter Mali Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER 8 TEMP. Overcast, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1500 Compaction from to CONSTRUCTION OBSERVATIONS �,=HD•', . :tle , — TOPtG AND' LOCATION DESCRIPTION.OF FIELD ACTIVITY; OBSERVATIONS,ANi1 - ..,_:- rw a RECOMMENDATIONS TO OWNER ' e; y,; ,- FFURTHER ACTIO RECOMMENDED `TO: Building Pad As requested, a representative from Shannon & Wilson, Inc. visited the None. Backfill and above noted project site to observe subgrade improvements. Lloyd Compaction Enterprises continued to backfin lines 5-7 (D to F). Subgrade improvements for lines 5-7 (D to F) will continue March 29, 2007. The contractor began backfilling and compacting area lines 12-13 (K to L). Additional subgrade improvements will be made to area lines 12-13 (K to L) March 29, 2007. ATTACHMENTS Figure 1— Site Map for Backfill and Compaction LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identrfed and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any nonconforming work or failure to reject any non -conforming work doer not relieve Me contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor work Any information provided try the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of Me plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety; quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) --Tkar''M1a7 Page 1 of 1 i! '1 t1 111 iol .. .... 4.7 \( =11:1T, I :14 4,1 T i V, 0 •0 uI ht11?1_11VIJ 1111.14101P111 *-..4:=4"awee: 644.114110 .1- 47_1, ,•'i ifr!I ,•e•gi-11,, 1,L.., ,;•.! lirifftfr IIIMMUMMEIMIEr I 1-• I cram on177:111"r,LJi whim 11411111, 0 tv. my,vim SHANNONWILSONENVIRONML gI�NC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 March 29, 2007 69a EVP D06-425 kW.EdtNAMEILOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Clear. 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1430 Compaction from to CONSTRUCTION OBSERVATIONS - - -TQPIt�D•' LOCATION ; DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND y"^ `: jm w. ';v:;'a; ., RECOMMENDATIONS TO OWNER ; :; = `':; .. ?' ; . °' .: t1R FHfi t ACTION -% REC QI 1 A(=I�iDED.TO C� VNEI Building Pad As requested, a representative from Shannon & Wilson, Inc. visited the None. Backfill and above noted project site to observe subgrade improvements. Lloyd Compaction Enterprises continued to backfill lines 5-7 (D to F) with (Class A) material before compacting. Subgrade improvements for lines 5-7 (D • to F) will continue March 30, 2007. The contractor continued to backfill area lines 12-13 (K to L) with (Class A) material before compacting. The contractor (MacMiller) began to backfill and compact the water and sewer trench (Area B) lines 20-21 using (Class A) material. The contractor began backfilling the trench with pea gravel up to 12 inches below grade. 1 observed the subgrade improvements for the eastern trench (Area B) to meet project specifications. ATTACHMENTS Figure 1— Site Map for Backfill and Compaction Area A Figure 2 — Site Map for Backfill and Compaction Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon 4 Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequencer, procedures, construction site safety, qualify of work and adherence to the contract documents. REVIEW BY (PM initiaVdate) 7710-MV07 Page 1 of 1 T .; 40101 Mr 1 •i- =.5 1 321 a • 0 O 0 0 17414 WO ti I "Id �r neral + �I� F,' E 4P �, 4 7 e= *qtr 111. [11BIE11111111' 11 MarIti•IIIsreVA1R_IiI 111! l ; r. :intim. i3O li. .. y=P••• -O.-•,2 2, _•- '^i • Ste:=aI. q, I=` .3' ERIAr Ala 11101 iara QJ k CMl'' 1%C •Eyrksidit FOUNDA11ON PL �y iF�a•�:: h, F}C\n2Q Sr Oved Svb ro 1.144 1 3/4/07 �[II SHANNON EtoWILSONL sI�NC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 March 30, 2007 70a EVP D06-425 PROJECT,NAME!LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER ' & TEMP. Clear, 50s i Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0800 to 1430 from to CONSTRUCTION OBSERVATIONS ATTACHMENTS Figure 1— Site Map for Backfill and Compaction Area A Figure 2 — Site Map for Backfill and Compaction Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction the safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/dale) 41o7 Page 1 of 1 4OPIC-ANQ- LOCATION . !DESCRIPTION OF FIELD ACTIVITY. OBSERVATIONS {IND : ' v a .:'� .:;r:,:m - � RECOMMENDATIONS to oWM1iER; =" t''::, <,: FUR THE. a CTI RECOMMENDED WN Building Pad As requested, a representative from Shannon & Wilson, Inc. visited the None. Backfill and above noted project site to observe subgrade improvements. Lloyd Compaction Enterprises continued to backfill lines 5-7 (D to F). The contractor (MacMilier) began to backfill and compact the water and sewer trench (area B) lines 20-21 (A to L). 1 observed the subgrade improvements for the eastern trench area lines 20-21 (A to L) (Area B) to meet project specifications for backfill and compaction. ATTACHMENTS Figure 1— Site Map for Backfill and Compaction Area A Figure 2 — Site Map for Backfill and Compaction Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction the safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/dale) 41o7 Page 1 of 1 ••I T iverirt-4410-r+X I: • - • i I LrP, I 19 ••, ! • .,11‘ •" IMEgArk i'../'‘.,1,2121101•411111111146-' mamma s aas- r - 0 111 11-1111171.t rl,JIFJ 0 t 0\ , w •L00-6810Z-1-JZ cJ Hi ;•.6-, PI 0 •- =1=n V ••=17.:-.. iE^Slfl=7f' r r, ics st4.'=a k� � �?-=�r1'_'-.• t ]Ilti7 •'';w X71.57< 0Eir�VFW • ZiL fl L 11Al,�ld��,f= - a.4�{ :74J .7!.iL7Cc'r>!1 t>r es.. ;rte . � �.»;- J'a`i u'riw -b Astri" iro.,,,,.11.1.00""S/iii 11 , 1 I'll�� `^"`<rt s. n�• `+�ww�-iii 1 1 4 ill 11 titi I Ill r. IEll ogiirri;li mfv l -j 31f 111 Rf; l P. r Ul! 12.C'r�it- ::• ._ Iv,7i`aY il[1:�,` I�! iiiImi = . :. �. , .--v-,, ;' �' -, f Il ,7 mgr. • ,» --..--0r -�.. f:.. d3 g.1,–.A�� V r �• pIq�h``-3�i�,.+"4� !f r• ti .,w- .. � EP li ,I��LiifB�.l 5",i.0: .4'1t.1�7„,,,:7111./:: '-.4i:.? = �`�7. i"IYjo 5frC7 '�rt 'H'• '+:•Tw a'Y1I'J refs.,.+.;.r;.11�s',tj((r9 rrFFJJ Y}Y}Y}Y}Y} 0,7 :..t..k }L a'y*� N ��SiiYA ..Y dlNifi5. .3 'Ai.' •• ."'• Aviziga • �e11 •I'rr��'VL�'~ S H[j>t/1 +: .3- 411 1N E rAll! . l71: +f zr�r►�r.gr,l lf`� If II I 11n,irr 6111117:ICIm.1id: R111it RL'Lr' zKi M.1-1 5°`rtk co h j' tr »sig+► 1,1,77112q. v6 Ssr .S � 3/0/17 =111 SHANNON WILSON, INC. imp AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT ROJECT NAIIAEILOCATION PROJECT NO.: REPORT DATE: REPORT NO:: SW FIELD REP.: PERMIT NO.: Westfield Southcenter Mall Expansion, Area A 21-1-20189-007 April 2, 2007 71a EVP D06-425 REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Clear, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0800 to 1430 Compaction from to CONSTRUCTION OBSERVATIONS ATTACHMENTS Figure 1— Site Map for Backfill and Compaction Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client Informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming Mork or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifecations and/or design concept The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to Me contract documents. REVIEW BY (PM initial/date) Page 1 of I LOCATION : DESCRIPTION OF FIELD ACTIVITY, OBSERVATION'S ;;° ' <; RECOMMENDATIONS TO OWNER RTHER ACTION a _ RECOMMENDED TOO HER' Building Pad As requested, a representative from Shannon & Wilson, Inc. visited the None. Backfill and above noted project site to observe subgrade improvements. The Compaction contractor (MacMiller) began to backfill and compact (Class A) material for (area B) lines 20-21 (A to L). I observed the subgrade improvements for the eastern trench area lines 20-21 (A to L) (Area B) to meet acceptable density (less than 6 -inches of penetration with '/- inch steel T -bar probe). I observed the backfill and compaction to meet project specifications. , ATTACHMENTS Figure 1— Site Map for Backfill and Compaction Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client Informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming Mork or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifecations and/or design concept The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to Me contract documents. REVIEW BY (PM initial/date) Page 1 of I If; a ;J„ = . ==1:3=G IN IrTel 11 r !I . WI r�13 >~v�� �11�rf yrs n! r Crisi Iii %o bi it -7 ill W(1 /..400."11` O `M .Or A X'II *l jY .4 �' d4 FOUNDATION PL 11.00.. *it "041;1;044 SrJ�g,r _ u,ft. sift j•.tit.45 -+ -101- su+5,44.e zimp4.44, PrCEIVED SHANNON Eo\NILSON, INC. " "� ; 400 N. 34ThSTREET, SUITE 100 GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS p OANiN P.O.Box300303 ���++--����11 SEATTLE, WASHINGTON 98103 SEATTLE • RICHt_AND • FAIRBANKS • ANCHORAGE • ST. Louts • BOSTON • DENVER 206.632.8020 FAx 206.695.6777 TRANSM ITTAL TO Mr. Patrick Bums Date March 26, 2007 Company Westfield Corporation Phone DAILY FIELD ACTIVITY REPORTS , MARCH 14 THROUGH MARCH 23 Address 633 Southcenter Parkway , u Fax Tukwila, WA 98188 Job No. 21-1-20189-007 SUBJECT SOUTHCENTER MALL EXPANSION, Feifirt?12,4 THE. FOLLOWING ITEMS ARE TRANSMITTED: ITEM DATE NO. DESCRIPTION DOCS MAR 2007 8 DAILY FIELD ACTIVITY REPORTS , MARCH 14 THROUGH MARCH 23 - Per your request - For your approval - For your information - For your files - For your review - For your action- Return with comments - Other Hello Patrick: Attached are our field activity reports Nos.58 through 65 for the past week of pile driving and drilling.. I'm available at (206) 695-6875 if you have any questions. Thank vo Martin W. Page, P.E., L.E.G. Associate Cc: City of Tukwila Bayley Construction 21-1-20189-007 tifa llP SHANNON i\ MLSON, INC. Co 4 `` 400 N. 34 P �' STREET, SUITE 100 MIMI GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS �Ey� OpNay P.O. Box 300303 SEATTLE, WASHINGTON 98103 SEATTLE • RICHLAND • FAIRBANKS • ANCHORAGE • ST. Louis • BOSTON • DENVER 206.632.8020 FAX 206.695.6777 - TRANSMITTAL TO Mr. Patrick Bums Date March 26, 2007 Company Westfield Corporation Phone DAILY FIELD ACTIVITY REPORTS , MARCH 14 THROUGH MARCH 23 Address 633 Southcenter Parkway Fax Tukwila, WA 98188 Job No. 214-20189-007 SUBJECT SOUTHCENTER MALL EXPANSION?it .O 24 THE FOLLOWING ITEMS ARE TRANSMITTED: ITEM DATE NO. DESCRIPTION Docs MAR 2007 8 DAILY FIELD ACTIVITY REPORTS , MARCH 14 THROUGH MARCH 23 Per your request For your approval - For your information - For your files For your review - For your action-- Return with comments - Other Hello Patrick: Attached are our field activity reports Nos.58 through 65 for the past week of pile driving and drilling.. I'm available at (206) 695-6875 if you have any questions. Martin W. Page, P.E., L.E.G. Associate Cc: City of Tukwila Bayley Construction 21-1-20189-007 =111 SHANNONWILSON,ENVL NC DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: March 14, 2007 REPORT NO.: 58 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAME/LOCATION Westfield Soutttcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP Cloudy-Rain/40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction DeWitt Construction from 0730 to 1700 Lloyd Enterprises, Inc. from to CONSTRUCTION OBSERVATIONS NO TOPIC AND LOCATION DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND RECOMMENDATIONS TO OWNER FURTHER ACTION RECOMMENDED TO OWNER 1 Installation of Augercast Piles at Area A (Proposed Two -Story Shopping Mall & Theatre) As requested, a representative from Shannon & Wilson visited the above noted project site to observe the installation of augercast piles for Area A (Shopping Mall Expansion), as shown on Figure 1. DeWitt, the pile contractor, installed 5 augercast piles today. The piles were installed with a continuous flight auger suspended from a Manitowoc 85 crane. The soil profile for each augercast pile was estimated from the soil cuttings and the behavior of the auger during drilling. Piles 535, 556, 454, and 415 were all installed without complications. During the installation of pile 559, the auger became plugged with sediments. It was withdrawn, cleaned, and then the pile was redrilled to refusal. No complication occurred on the second attempt. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed correctly today will support the specified design loads. Note: As determined by the results of pile 559 (at 97 -feet) we recommend that the piles along lines A (24-25), 13 (24), C (24), and D.4 (22-23) be changed from 24 -inch augercast piles to 18 -inch driven steel pipe piles, as the auger is not long enough to adequately drill those boles. Change piles along [A (24 - 25), 13 (24), C (24), and D.4 (22-23)) from 24 -inch augercast to 18 -inch driven steel pipe. ATTACHMENTS Figure 1 — Foundation Plan (Area A), Backfill area Site Map Figure 2 — Augercast Pile Summary Table 1— Pile Lengths LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractors work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor L solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) /4/. Page 1 of 1 t.T RRRR�Rr t♦ YIR•I.'� ' :, ii/vM� iR � _ ry n - n _ 41'x+ _ F t} r � lik,154'15.3x'+.�= tel!' in�Irl yiuw �� y S iT rar,c, t L'_ =L2:. 1- 'J ( ��rr u »fGT '�c %f.�u i �iili 1..14,-,4� ?�„r ub�3�. u� alt /.0.1'S "Sf ! ....=1:=1/2—=_ of C ' '� �� !, C'ii :7 'zl! a -.r �'l, ; kat :i a a jWr--: . 1 lir irits Ir P•144111 aF �'. l�Af';1pr]Yi41WN;' rT.11■111.11 h it 81 .1 ftojercasf p It lns FOUNDA71011 Pl Mst 'MARE 4-03ra6-1� LOCA'IIDi�': P3- rte 'AI 'Fk.7 L_1:r:. DE6Nm0 • • 111010 0. Wgwrdt1NRow 1. /Y.+.. h.luar 60016.1744 try1.■ .16.1E..10 . 1a1.0r 110 470 A00 1 Regls)ratlm Hn Con.ultente 11 �l^i:,-:.- --'? ..__..._ =mit-- r ■/��� r1. ��wl til I ,.,/ fIa111.1 9°11 ' �Qf„°°�11 Kf,s 111.111111' ; . I 1 1 .14.. Ws -s. 4 1r -v i J A e�� SEE SL FO11 SCHEDfj� 1 1/11'.1'-0. • pio.R.1lslon A meow C A t4R1 L1EflI 1111um_ somasA =raw 0 01/05141 m =MI1 90.171/01 &mow ow 11,09005 11/70/01 A mom J �oepr a-- A_ . A _. A a a_ a_ a�_ A Shoe rn1. FOUNDATION PLAN AREA "J1 ' puts dyztlp 17/10/4 gx9erus+- Piles fnrixlfed r00 110. DOI. So 0 - Slat Pew 2 Ai'4 A S4%1q a 2 0 V z z cn z O z N W z W g COMMENTS! REMARKS (EG. REBAR) 1$ /) N a 0 a- F TABLE 1: PILE LENGTH SUMMARY (Augercast) March 14, 2007 TOTAL DEPTH: 461.0 feet 535 556 559 454 415 91 93 97 89 91 3/14/07 3/14/07 3/14/07 3/14/07 3/14/07 AC MIN AC MUM TABLE 1 .111 SHANNON WILSON, INC.A GEOTECHNICAL ANO ENVIRONMENTAL DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: March 15, 2007 REPORT NO.: 59 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAMEILOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Cloudy-Rain/40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction DeWitt Construction from 0730 to 1600 Lloyd Enterprises, Inc. from to CONSTRUCTION OBSERVATIONS r NO TOPIC AND LOCATION DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND RECOMMENDATIONS TO OWNER FURTIiER ACTION RECOMMENDED TO OWNER 1 Installation of Augercast Piles at Area A (Proposed As requested, a representative from Shannon & Wilson visited the above noted project site to observe the installation of augercast piles for Area A (Shopping Mall Expansion), as shown on Figure 1. None. Two -Story Shopping Mall & DeWitt, the pile contractor, installed 5 augercast piles today. The piles were installed with a continuous flight auger suspended from a Theatre) Manitowoc 85 crane. The soil profile for each augercast pile was estimated from the soil cuttings and the behavior of the auger during drilling. Piles 341, 534, 555, and 560 were all installed without complications. During the installation of pile 379, the auger tip became entangled in black wire (near the bottom of the hole), which caused the auger to plug. It was withdrawn, cleaned and the hole redrilled and regrouted without further complications. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed correctly today will support the specified design loads. I inspected the compaction of the building pad from lines 5-8 (F.3 to 2 Building Pad 1), with a %-inch steel T -bar probe, and determined that the building More compaction necessary Backfill and Compaction pad requires further compaction (I obtained up to 28 -inches of penetration with the T -bar probe). We recommend that the contractor on building pad (lines 5-8, F.3 t° J). (Lloyd Enterprises, Inc.) remove the top 18 -inches of Class A (Type 17 sand and gravel) 1111, re -compact the (in-place) lower 12 -inches of material, then backfill and re -compact the removed material (Class A, Type 17) in two, 9 -inch lifts. Inspection of this excavation, backfill, and compaction, will continue on Friday, March 16, 2007. Figure 1 — Foundation Plan (Area A), Backfill area Site Map ATTACHMENTS Figure 2 — Augercast Pile Summary Table 1— Pile Lengths LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the pians and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences. procedures, construction site safety. quakily of ..,n.b .,wit netheronrD to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 rr �yfi _� A if 'ale • ' wl�w=111 w;;g1IIIli�I tl:ll Lp7G7m1 ., i I �� iii- ;r Ilan ri f` __ II 1 lc E:i 3• m I ;1 ry y 11 ..1'_1 ; �1 .L�,THg I � -_ +� 1l II. i • II ,,,.....=.- 1AF'E:r:(�f' 1--^••JLsn r , ? NALini IS %,- , • Ll` ;11t. r41�/ (sd dranwanari 11101 MYi. Salwni, IM RM. u4Mph" LY.Iun..102f.17411 *10476 4.164 2i.r.r 3414A 4411 073 riki MO - Ii e4n41+1g1e: WI -Oh" ANPA.AMR16A20 -11 4.nS/ X41 �Tir .2 p. I iL 11 Mir. GHl! 4 PERM1T/B D • ADDENDUMlf 02/05/2007 Oct. .F11^•Mr. air / I /, 1 1• 1 1 1- -,jr. ' 1 1 /'.� % I 1 j, 11 I o I l . RIL I 1.6 ........4.r, «1.6110.1 1 I , •-r SEE S14 FOR SCI1 PULE /& NOTES FOUNDATION PLAN AREA W Job Na Dab. Scale MF. W S1.1 1 1 Fla 1 Are&' s4e/f 0 0 0 IriMMIMTP . N/fifi t. i fl-,rrM4w- rarg4M rifl&�1x°ilf� 4C3v ? Ei3�— it 11 A 7ilf0_ �� L.0111.6=';ir_. 7ry�!r it — —�� I, rv1m, 11 Gp 'iicli9 _. I' -. ,j:, 3� if 11 1' LI Pr "Ill -,rir I, I 16,6. 1 ,Ilinrr;rii'Tnrtit i:+7 I, Illi 7 illi riihlylliI.TzSu II tS�1 5ii�FI6ti mea � ns.;;" r N 1 1 l�:rat11. II to-mqfw1 NW Saw I'`l=iiIi E f 'P'1 _ww __ r rr k- 5-43 1 addi+;bnal cvr e Sari ITE MT ckfi Ii and Llo+►o I J- ItS -uo u Bial 14 o 1 s MOt o b CONCRETE PUMP, CALIBRATION HATE OF CALIBRATION l -- y5. G �';e 3 VOL. PER STROKE (Fi ) x EFFICIENCY COMMENTS / REMARKS (EG. REBAR) .. Thsf-ta!d Nrpb ret K‘RDLPIC4�- &&flf r Nlq 1= EX�nS!�in t;,',.; ' oR Q -&-- lM rr? T • fi CONTRACTOR AUGER DI ETER, LENGTH DW! CDhS VNSYt 6- — d° -.c 8 cc. -s Z3"' kr) cN e_ cv 'A el......M 2q, n -er) m m ELEVATION LENGTH PLE PILE LOAD NO.INTO CAPACITY GROUND TIP CUTOFF DOFF BEARING STRATUM ,Q. ic, i+ 011 ,012•1 1 ice9- 1:-., V- 00 iz. 0 4; 0 0 0 cr1 ISl -A %-5 -7-----> NarnLsp� L w z 0 1) W� r O l&.2 1 TABLE 1: PILE LENGTH SUMMARY (Augercast) March 15, 2007 TOTAL DEPTH: 431.0 feet 379 86 3/15/07 AC 341 68 3/15/07 AC 534 89 3/15/07 AC 555 91 3115107 AC 560 97 3/15/07 AC TABLE 1 MIR ffJ SHANNON SO, `INrer.. I�GEOTECHNICALENVIRONMENTAL gL DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: March 16. 2007 REPORT NO.: 60 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAME/LOCATION Westfield Sonthcenter Mall Expansion, Area A CONSTRUCTION OBSERVATIONS (continued) NO. TOPIC AND LOCATION DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND RECOMMENDATIONS TO OWNER FUR'T'HER ACTION RECOMMENDED TO OWNER 1 Installation of Augercast Piles at Area A (Proposed As requested, a representative from Shannon & Wilson visited the above noted project site to observe the installation of augercast piles for Area A (Shopping Mall Expansion), as shown on Figure 1. None. Two -Story Shopping Mall & DeWitt, the pile contractor, installed 3 augercast piles today. The piles were installed with a continuous flight auger suspended from a Theatre) Manitowoc 85 crane. The soil profile for each augercast pile was estimated from the soil cuttings and the behavior of the auger during drilling. Pile 533 was installed without any complications. During the installation of piles 554 and 558 however, the auger plugged. It was withdrawn, cleaned and the holes were rcdrilled and regrouted without further complications. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed correctly today will support the specified design loads. 2 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) I arrived an site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 7 driven grout piles today. The piles were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. Piles 428, 437, 430, 438, 432, 440, and 442 were completed without complications. I inspected the excavation, backfill, and compaction of the building More compaction necessary 3 Building Pad Backfill and Compaction pad from lines 5-8 (F.3 to J), with a 'A -inch steel T -bar probe. Lloyd Enterprises excavated approximately 1 -foot of (Class A) material off the building pad before compacting the subgrade (at a level even with pile cap and grade beam tops) to an acceptable density (proof -rolled, ruts less than 2 -inches with fully loaded front loader). The pad was then backfilled in lifts of approximately 6 -inches, and re -compacted until grade was met. The building pad meets acceptable density (less than 6 -inches of penetration with 'h -inch T -probe) from lines 5-7 (G- on building pad (lines 5-7, F.3 to J). J) Inspection of the remaining area (lines 5-7, J to K) will continue on Monday, March 19, 2007. LIMITATIONS: The Shannon & Wilton field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct Me contractor a work. Any information provided by the Shannon & Wilson field inspector is intended solely to advice the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) "ae 37/07 Page 2 of 3 N111 SHANNOND EMMLSOL Ne INC DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: March 16, 2007 REPORT NO.: 60 SW FIELD REP.: AIT PERMIT NO.: D06-425 PROJECT NAME/LOCATION Westfield Southcenter Mall Expansion, Area A CONSTRUCTION OBSERVATIONS (continued) ATTACHMENTS Figure 1 - Foundation Plan (Area A), Backfill area Site Map Figure 2 - Augercast Pile Summary Figure 3 - Driven Grout Summary Table 1- Pile Lengths LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advice the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 3 of 3 Aw 1�3 jr c 6.010 I'.7FiL DEMON & CONelnuCTloN .1tom .,.00. ■ Am r& 11*. N... .0000,01.CJbni 00021-1740 711.14++ SID 470 IL.i:M 710.7040. 01•00tfoliaa Na :ANF mAisoanlnn so w.. -r r:r..11... r' - i. aalw Aoorortle , PERMIT/BO ADDENDUM.I t . 02/05/2007 tgGc� + ei lis lAsia.11td 3fi k nac=srx Ark f" I *� / 1 I' if 1 911 LAX 10,10 I It 14, 1011914001011 01., 11101.11001E 37-11' ,SEES?. FQR_SHEDVLE$_& N87E5 q •SCALE (1IA / I lit e -i -a' 1 M No. R{M.k Dot. at Waft ® mewl a ft"fol At *mum E fool A rum oEa imam rump ® roam a %LMIs I mutual coos A F. DOM IEWSOM *mu 111 wan* 0 te/EVET S A o A Trim FOUNDATION FOUNDATION PLAN AREA "A" d1b Na. 0■1. Seale S1.1 Plot is% pre,, q Si -le Maf rel MP liontr.im. • ^t■' W 'r: F' S •� s4r u u�r�a ki u�l�iS1Gr�, E 6%3 SIVTAANININIC r �lsattr a�i4�Ir���usa� c G" ,t aar�� :F= II L'i 711117 / ice-. ..ii.:1,�iNJ . 6�„ Iiii I l[: - 1 1 sots MEIN iitt 1*-6•.ii5iliti ----T-T,....-:,:t,-:f,.,1.-,,. ..T.19.,remre•M11;;;;a:,c,„_:&,=.i. 41111.1X44; 'RIP:- ::... AI_ J.,..14113)i11111 NiiiiRIMINIPIAIN311111 If 1=411k .. . II. i 11:11111t411111111.10( .. -11111111.10/1 "•"-- - - 6 hpi,,,rLiiiiltrir 91.4,1 iv.", ii litr,-, ..ivoiliv.s.. 'II 11 ' per-nrurn. i.qt. I! 7--, 141 Woo 1114:*,,7411k 14: • ...,...-7--.. ini 0, 4,,,,,..4 2 lifit-%.41118.1''' II tir !Fir,' . triarilLommu iii Iff 3 , ,...':.0,r-•;!. i 401.16.14p 1 hii p Mit Cic il sz1193 CM A1Pri: FAkfili cm Ilan • I. - UOjDUUOflJj AUGERCAST PILE SUMMARY Z 0 Ef dUorn ot prafion 50smucTuRE 11 apan51011 DATE 3/14401 CUENT JOB NO. 24,1.! Zorgoir PERMrT NO. pob - Lfss 1 CONTRACTOR AUGER DAMETEEL LENGTH CONCRETE PUMP CALIBRATION DATE OF CALIBRATION ONikleolisintc-hrm 7.46/91- is quid 3 VOL PER STROKE (FT ) x EFFICIENCY COMMENTS / REMARKS (EG. REBAR) ...4, • : • 4-•• clih• its • ••••' ---N ... di • -I-- . -N ,••• •••• tzwz tsi 15 T.-7) -71 0 - 9 * is• ....• . E- ..‘m• il:M. bc, . •''' NO. OF VOL OF VOL OF PUMP GROUT HOLE STROKES (FP) (FP) A • Oft - 1+.• , —1- ...—.... -5 '••• C-4 0 7- _ ± bc4 n _J.( Q.()um. ,7:, ci, 1,....c:) . CCUTOFF] UTOFF To TIP c) ez, cl • _ ....- - ..... z 0 :-1 _ .. tu __S• c --4 ,S...... - cN4 r`z Li-Ntr\Ar 030) cnww' IT i`D 2 g 6. • r ig z Q 0 g k • az w ■ 1 :4I4,v AOil: 1 1 r / 1 p9cz!0 Oo 4 NN�c�.lrcJ ti 0 N w - z 0 w O ce , c, d (8 U3 0 z TABLE 1: PILE LENGTH SUMMARY (Augercast and Driven Grout Piles) March 16, 2007 TOTAL DEPTH: 755.0 feet 533 558 428 437 430 438 432 440 91 92 98 63 68 62 68 66 3/16107 MINN MUM 111.711111111 MEI 76 MEM AC DG DG DG DG DG DG DG TABLE 1 111 GEOTECHNICAL Vl SHANNON 6ILSON INC. AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: March 19, 2007 REPORT NO.: 61 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAME/LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Rainy/ 40s to 50 Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction DeWitt Construction from 0730 to 1530 Lloyd Enterprises, Inc. from to CONSTRUCTION OBSERVATIONS NO. TOPIC AND LOCATION DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND RECOMMENDATIONS TO OWNER FURTHER ACTION RECOMMENDED TO OWNER 1 Installation of Augercast Piles at Area A (Proposed As requested, a representative from Shannon & Wilson visited the above noted project site to observe the installation of augercast piles for Area A (Shopping Mall Expansion), as shown on Figure 1. None. Two -Story Shopping Mall & DeWitt, the pile contractor, installed 3 augercast piles today. The piles were installed with a continuous flight auger suspended from a Theatre) Manitowoc 85 crane. The soil profile for each augercast pile was estimated from the soil cuttings and the behavior of the auger during drilling. During the installation of piles 536, 557, and 561, the auger plugged. It was withdrawn, cleaned and the piles were redrilled and regrouted without further complications. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed correctly today will support the specified design Loads. 2 Installation of I arrived on site today to observe the installation of Driven Grout Piles Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 3 driven grout piles today. The piles were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. None. Piles 443, 441, and 431 were completed without complications. LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or faihire to reject any non-eonforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have Me authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety. quality of work, and adherence to the contract documents. REVIEW BY (PM initialdate) .,1 3'ZG,0I Page 1 of 2 SHANNON FiWILSON, INC. IMP GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: March 19, 2007 REPORT NO.: 61 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAMEILOCATION Westfield Southcenter Mall Expansion, Area A CONSTRUCTION OBSERVATIONS (continued) ATTACHMENTS Figure 1 a — Foundation Plan (Area A) — Augercast Pile Locations Figure 1 b — Foundation Plan (Area A) — Driven Grout Pile Locations Figure 2 — Augercast Pile Summary Figure 3 — Driven Grout Sununary Table 1 — Pile Lengths LIMITATIONS The Shannon & Wilson field representative is present an site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any nor -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advice the contractor of the technical requirements of the plans and specifications and/or design concept The contractor is solely responsible for its means, methods, sequences, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) 4 9 4' l -26.o, Page 2 of 2 r::,d_. -- i:r.....+- •w ice+ u ci�n6' :.—If 1 'P IM,IG1r :11Ali MLLE ii1ua 1:t.., i I, :1"A i#!it �u`•�3ir�!'r3 3n �lT �. _-- 1: 041057 ' III 7L I5/ ■!" I- e2 ilS r7 IS' + 031!&:y4,1E' II .'-; ,�h;i• i 3� �a d*ViLiLij al' dIi1r TWO dnk /i / i,' f��� lu. I' illl = >lll4!- Ilj / • HI!til 1' r i 'lIU 111 ;��` f■.,. i;� tfRakr rlr?lT Ynlratil � ''r, 11 ��+d• r�.�,i��!� •y �/I���° ,lug 1V +-- = AomoririsP dii i Al iilliP' I ."nom 411:110i� .11 r i... WiriiiiiiigaltrAIJIM � i r• 141 ^� }Ea °.iterr JN 9-4 I rag& ithi:tl[. IX I st+ t fr-Irxx v' v 0 :. 0 0 files 3/I91 • preVidus}i `)05- l .ecf r fltijE1* P HgerUs+ p)' Lox* 3/19 /off ,o4 ffimens _ M �,LI Tien —= 1 11111101111/119 1111111, • G ti��Mi i11Wile. 'MIS i .a.mii6nu ' ��!I�7��q�11 µ� I LH �ic.2� 7L Win/'W`k-j 'Air r rrrl•t. 1V -/ 9g a Ili' 44 %4 PI ..,Crn` PEt116R I CONSTIWC71014 1Net H0""..Nw+t II* Met 1 "qrl► Climb pG1d17M TMoIww 1104714401 IY.inee 1•4470 YON ��,�°'"S Ry6tr.Unn 110. 6godivdo /uer 4M1ocTAMI$11.11111 rlrOwar :1 >� I slrsr4,lw tit rr.'slurmt• PERMIT/10 V. ADDFNDUMJ' OZAW2007 !hi .Hon: r 1 1 1! r 01 s I p8' f1pro�{ caljI1Y jr11 0111 row .� R1 `:�IWOtII I % I III . i 1 7M ▪ OPERPOLCON VA it VIVIWZMIL 1I l' -f —r 1 ' 1 ' f1(-11▪ "/• .' O O Ro. R.M.Ion Dot. A Ole pA m =DIM E SAWN A pus ow awns twat MOM 4 a(lepe iaoellr t nm A run OM MOMS SWAM m MOON JJ WOW A 0 — o^— L1_ o__r A a____ Shirt o-- i i FOUNDATION PLAN AREA "A" Job No Dote . Scall J1 "Aye SEE S1., - FOR -SCHE NLI & NOTES .Piles 3/141. • pries pre,viousi� 1091 -Med SME 1/1e•yr'—D' S1.1 7vev q"ntiAttlac,311` it- % a"N t 1 tel z ami G 'O O. CONCRETEMP CAU RATION" DATE OF CALIBRATION .. 2t ci { l o 3 VOL PER STROKE (FT ) x EFFICIENCY COMMENTS IREMARKS (EG.REBAR) • ■yam . • STRUCTURE T5014 Mali Ex�nSr U0t dQ� 71 0 - g1 —• C<? M u . AUGER g1A� fS,ENGiH ��- ii RI to ty, tr) ti M =.. sLa a a E.0 (jam 7� Com O3p O Q p _ � �- a 'c. ':: ELEVATION. `...+ Gni um 41 2 I N c4 as is„ 0 z n d c� FICi. i a M 8 9 co e f 1 MP- cn Da ril 1 z O 6 LU re 2 J a* N as 2 1 1 1 0 uJ 0 tai ua O z Ft61.3 TABLE 1: PILE LENGTH SUMMARY (Augercast and Driven Grout) March 19, 2007 TOTAL DEPTH: 486.0 feet TABLE 1 SHANNON &WILSON, INC. I=P� GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 March 20, 2007 62 AJT D06-425 'PROJECT NAME/LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Overcast, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1700 from to CONSTRUCTION OBSERVATIONS . TOPIC AND:: - LOCATION 7 DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND z ••:REOOMMENDAT1ONSTOOWNER F RTHEtt ACTION C MENDED TQ1Q#1It:R 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) I arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mali Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 16 driven grout piles today. The piles were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. AlI piles were driven to refusal in the bearing layer. Refusal is defined as 6 or mare blows per 1 inch of penetration. Piles 434, 409, 448, 452, 413, 420, 446, 361, 364, 365, 367, 540A, 541, and 507 were all completed without complications. Piles 462 (94.5') and 422 (96') were rejected because they never reached the bearing material. None. We recommend that steel pipe piles be installed for piles 463 and 421. ATTACHMENTS Figure la — Foundation Plan (Area A) Figure lb -+ Foundation PIan (Area B) Figure 2 — Driven Grout Pile Summary Table 1 — Pile Length Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep ow- client informed of the progress and quality of the work. Ilia presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any nonconforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractors work. Any information provided by the Shannon & Wilson field inspector Is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to Me contract documents. REVIEW BY (PM initial/date) Page 1 of 1 Arn - res fes" B I . ! 1 ,,,T y■9P'r_m r 0.I ....,...,III !f I .' 17 1N I .He 1 Imo' liw. ri']t Y. 11 I+ 1 [7I�i]iI ' laf: l '3'r' a �. jC+:!` -*A- d lI NT 0/ 1 La N a r `t q011 , 111 MIL =15.'== .�"fir , •+ i-:;'lfil+r,i.'r111 Cili 1. Ihif -* • ,( • 11101 MAIN MArir4 nw n••r tA•Hrr ws.CYwrw ,OoaF,NR Ste Mein 441, 111.411.47 eirmul NIP... rays: eityromporm PERMIT/lib ADDENDUM Ji .02/15/2117 '�fllr; , �ld'f111l1u- a i � iili: = ls�'�f� I •::I�a�r:�J.ft'si ;. ,e;i� rg :tom 0'.1 75 I i1" "A ZELILLEOLMEIEDIIIVALIMES 1 IN -1'--0• 1A No. Rnblon ' Pato ®-fAife0111 C 4/11/1 cc �MNt AILLULI OEM PEN= %Wei Li s rpsfis Ai, mem rMiu A maul= 1e151016 WIVES Amea�d EAVOT 0�- 9n•• FOUNDATION PLAN AREA W Jab pate Scab. of•N / arisen rn (t pi its sfitHed3/2o . piles previowsly `ins -ill d 1 WWIdot �iati� tsu�� rtr r. li A tll>�/� +�s in i 7 iM [III m.; I�''ii!'r115�fiPG��fl l�J9ifi ink it tit Ai., ■mr� raFlMvr-i'r�rrl�l Mury 11 ItTIT,I,Ctt �, sev isseloat Fop ! • 11111 aorilk _MD aw b4 .1 FOUNDAitON P� dnver►� roK� vi�ns l as tvi4 5/2D • r 'ti o�(s + i eA �p! u8 FU. tb sjzojo��6 • 1111_41kil 4-1[11161Z 1!/ 0 fa 11111•lill 0 1311 q- s" rzlo = : a 94 0 111 Z 0 Op 043.0013tt;'00000p vii oia ' t J_ 0. 0 w C! gIS`Ro� !zi Ls' amu, 3. L 41 rg; A o.(3.c)a Qo ao 0 oa 1-4 chrn W � J 1 1 1 2 u) w 0 z TABLE 1: PILE LENGTH SUMMARY (Driven Grout) March 20, 2007 TOTAL DEPTH: 1210.5 feet 434 72 3/20/07 DG 409 75 3/20/07 DG 448 80 3/20/07 DG 452 83 3/20/07 DG 413 79 3/20/07 DG 462 94.5 3/20/07 DG 420 86 3/20/07 DG 422 96 3/20/07 DG 446 76 3/20/07 DG 361 54 3/20/07 DG 364 57 3/20/07 DG 365 60 3/20/07 DG 367 66 3/20/07 DG 540A 79 3/20/07 DG 541 80 3/20/07 DG 507 73 3/20/07 DG 434 72 3/20/07 DG 4'o7 d(fr'r$D TABLE 1 _ 4 1=1now 111 SHANNON &WILSOL N, INC.A DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: March 21, 2007 REPORT NO.: 63 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAME/LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1530 from to CONSTRUCTION OBSERVATIONS ,-TOPIC AND . =-LOCATION ::' DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND ' ";. RECOMMENDATIONS TO.OWNER, FIJRTI ER,A TION RECOMMENDED TC OWNS i 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) 1 arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 11 driven grout piles today. The piles were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. Piles 540, 542, 537, 538, 539, 389, 390, 427, 436, and 429 were all completed without complications. Piles 543 (94') was rejected because it never reached the bearing material None. We recommend that steel pipe piles be installed for 544 and 545 instead of driven grout. Figure la — Foundation Plan (Area A) Figure lb — Foundation Plan (Area B) ATTACHMENTS Figure 2 — Driven Grout Pile Summary Table 1— Pile Length Summary !IMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW�W��BYY(�(PM initial/date) d. Page 1 of 1 If•Li���a E] 41 - ie� ;tl'''�1 1�I s m I l: uHC 1 r,�y'ftL r' V G a'r 1C:.:i,i , L7�"^=' 7 i iitil:-.7 I I ;z �7��F� yN + .. e. 1 r �c,�.. 'iii f II ��7_� wl 3 1�JIin i ,i AO • krif 1%1-4 I A Jab lla. Dale .R•N S1.1 1 F1C1. 93/4 Maf /Weak Manila) /DDT 11 • O O O 0 jircii,d �'�Ii [Y-;ur1ir1k1. r1 rIr(r,uti�i-T�3 �uviuE � -?'� _.'. =am"]YJ:.L4�i�: J..�-•• _ _n .L 1E - I•F2Jr»n1Erv� MR�+�nn� •� " N•Vm��w{ #II' r 11' ,______...4)K:=IIf/']lid 1 :� i /�� .a. a.- � i%-:;ItFg —� ll I,� rii. - . i . i it H. il n mit re.;. � U o it,. A °. y, !4tI4ar---- �r.fn !'C` Nim d �Y"_--•_ Ai 1_d r yr �: , iil WO 1 j� r��ir`.;;;YA 1�G Alf i�� lEl In a{1-Jw l�fi II' Mg NI** SII .. ;f,, ? ,, C� � r, ISI tr uvtri +wlint ?, i f If Z!, PITMAN!.,_411! ',VAIN %!!MiklialliVICZ.ONI! 1 _rf 1 ''4 fa flair Fill lowgi4 Alu _ ,, ,., ria- i,r ,- _ �:.-- 11yr1 =�- l. Ail ,�- -w irali;11.11r114041610 .10 In 84 I driven . riles FOUNDATION Pi nog+i!cs ,tnstztilcd 2/24 viok4i 1ns-1114d Fl (4. ji3 Si4e/Viar Alft4 iori— • - ILE INSTALLATION SUMMARY REPOR 113 re ul 1 1 oN • o ?ONit q -g in &i 0 z TABLE I: PILE LENGTH SUMMARY (Driven Grout) March 21, 2007 TOTAL DEPTH: 794.0 feet 540 80 3/21/07 DG 542 79 3/21/07 DG 537 77 3/21/07 DG 538 80 3/21/07 DG 539 83 3/21/07 DG 543 94 3/21/07 DG 389 60 3/21/07 DG 390 59 3/21107 DG 427 57 3/21/07 DG 436 67 3/21/07 DG 429 58 3/21/07 DG r cse'rreta TABLE 1 AIM imp S-IANNOND EFVWILSOL N$ INC. DAILY, FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 March 22, 2007 64 AJT and EVP 006-425 PROJECT NAME/LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Overcast, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1600 Lloyd Enterprises, Inc. from to CONSTRUCTION OBSERVATIONS ..rY E' NO e n^ TOPIC AND:.' CbOJlTlpt+l ". ..... _,4.: K • 4 .3'-tw." v i..v _w-s....ra; n .. DESCRIPTION.OP FIELD' ACTIVITY, OBSERVATIONS AND, ' :."''•"- a° , :' RECOMMENDATIONS TO OWNER .. "_' .A�. --- ewp.�."s,.... ... �ikH,"�,^ = : ". '" FURT# ER ACTION - ; ECOiii iiiioED TO O NER - .... 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) 1 arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 15 driven grout piles today. The piles were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. Piles 433, 444, 435, 445, 410, 450, 412, 453, 363, 362, 366, 368, 370, 374, and 356 were all completed without complications. None. ATTACHMENTS Figure 1 — Foundation Plan (Area A) Figure 2 — Driven Grout Pile Summary Table 1 — Pile Length Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractors work. Any information provided by the Shannon & Wilson field inspector is intended solely fo advise Me contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM Initialldate) "It/',326.47 Page 1 of 1 lll�omena 41401 *MAN Milrr4110 Maw l.wr,li., Calms& 1106=6170 - 116408 4414 P1rY1i, 310 CM 44411 Fii3lis�� • ti f 1 Z I__ 11 11 I ,}1I 11 `R� i iu�jdd1i& k 9! ! wr-r %�O 37-11.0 4REA A" / ,,SE S1. SCHEDtJI A I r NOTES' t le - 1 / aMin nu+ cs 1115 ilii 3/ZZ • foile eviotg!) Ths+Riltel Ilio . FOUNDATION PLAN AREA'A .4-r Job No. Dots Sock lorry 0 SCALE F9r 2 Si-WA/tap kre Marok 221 ZDDq- c'\.+ ra �'3 'N-0 W (Irk' W J gk, r. QO 11z co 4 gZ a= N N z " W J a 4 5 0 0 F. 0 W N w -CA '111 i r .a It z = = = • be NI it- po994 0p,Ocyzygc C .Oyq iy- cir tlT cz5 zz cir�p o 0 c? gi p i t 1 1, 1 l ,t 1 oa s r r — , 1.1 Alr g i iti us 0 z 0 w z N immarsith • Z...., TABLE 1: PILE LENGTH SUMMARY (Driven Grout) March 22, 2007 TOTAL DEPTH: 1042.0 feet 444 76 76 410 450 412 MEM 363 362 366 368 370 374 356 76 73 80 82 53 58 66 68 70 3/22/07 3/22/07 3/22/07 3/22/07 3/22/07 3/22/07 3/22/07 3/22107 3/22/07 3/22/07 3/22/07 3/22/07 3122107 3/22/07 DG DG DG DG DG DG DG DG DG DG DG DG DG DG TABLE 1 SHANNON &IMLSON, INC. low GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 March 23, 2007 65 AJT D06-425 OJECT AMOCATI©N Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Rain, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1545 2 Installation of from to CONSTRUCTION OBSERVATIONS NO TOPIC°AND .. LOCATION- DESCRIPTION OF FIELD ACTIVITYs OBSERVATIONSND RECOMMENDATIONS.TO:OWNER �,..s.,� FURTHER ACs l ION .RECOMMENDED TO OWNER 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) I arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 10 driven grout piles today. The piles were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. None. Piles 358, 414, 372, 411, 371, 369, 451, 449, 447, and 479 were all completed without complications. 2 Installation of I arrived on site today to observe the installation of augercast piles for Augercast Piles at Area A (Proposed Two -Story Area A (Shopping Mall Expansion), as shown on Figure 1. DeWitt, the pile contractor, installed 2 augercast piles today. The piles were installed with a continuous flight auger suspended from a Manitowoc None. Shopping Mall & Theatre) 85 crane. The soil profile for each augercast pile was estimated from the soil cuttings and the behavior of the auger during drilling. Pile 457A was installed without any complications. During the installation of pile 418A, however, the auger became plugged with sediments. It was withdrawn and cleaned, and the hole was redrilled to refusal without any further complications. ATTACHMENTS Figure la — Foundation Plan (Area A) Figure 1 b — Foundation Plan (Area B) Figure 2 — Driven Grout Pile Summary Figure 3 — Augercast Pile Summary Table 1 -- Pile Length Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of Me Shannon do Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor front complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson fold inspector is intended solely to advise Mt contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM Initial/date) �• + 3.26-07 Page iof1 -. Ain 0 l ra.tz i ffffffa w�f+fffa n i r;' r i � ,� d/Uiu-u'rf,� 1� 3�� I +, I iRwRtr�wli� i mak. I; a �••: s.�.atii .. i„r�i MEM PUMP 71O11 : A 11e0=1r. 11-e...a 1111%1= .. twN%r. 11w vis 44e11 410471144M eirastrorardriaa 1103111.1t1.41 Ho: Cm11111111nlr ..ANFAAa11PQA7% f�111�411aMt p 1.4••%r".4.6 �n�.a,� APD/orWn PERM1TJB D ADDENDUM 1' 1112/05/2007 Kry Plant. r . /. • ;--1:0111.112 AM e1M1101. i�:'I}II 1111 YOt� 1 ,1011 t11t ND mil 1 11,m Birk C7H1entremur e� sF.E sL. FOR s to tFS & NO s p driven pi t+ & ar piles ths-Ndtled 3I 3 Pito yrev'°L4SLj �n5* 1ie4 hil 71- 1,p -r SCALE /16'-1-0' . N AeWlnn 15101M C m �otmM A fur act Amos amps mum r/eeM 8 rum.. motlams ,eroye4' om, 0�— o-- A o— r r • 4ete Siwk 116E FOUNDATION PIAN AREA W .m Sede 11111.N SIe 0). 2a Marrh 23, 2tren ,motn- Emmy - yew r ✓vi -.--r,._ J /TA 'WI:11; 0:1.D tir oh 'L`-=mia=41 '♦. NI / �� I•LJflfc�°��JI ill dr,vva trod p'i1- metalled 2/ia gpie Mitphwt liar 231 7D03- IL G w z 9 vJ 2 isi z F16. di 0 • a. 41.11•., a z a. Z 11111111111 0 0 t u z fl 1— w TABLE 1: PILE LENGTH SUMMARY (Driven Grout and Augercast) March 23, 2007 TOTAL DEPTH: 923.0 feet 1404"t: 4 358 76 3/23/07 DG 414 80 3/23/07 DG 372 73 3/23/07 411 64 3/23/07 DG DG 371 72 3/23/07 DG 369 64 3/23/07 DG 451 80 3/23/07 DG 449 81 3/23/07 DG 447 75 3/23/07 DO 479 81 3/23/07 DG 457A 91 3/23/07 AC 418A 86 3/23/07 AC TABLE 1 -W SHANNON ENVIMLSOL N.ILNC. SEATTLE • RICHLAND • FAIRBANKS • ANCHORAGE • ST. LOUIS • BOSTON • DENVER TRANSMITTAL 400 N. 34Th STREET, SUITE 100 P.O. Box 300303 SEATTLE, WASHINGTON 98103 206.632.8020 FAx 206.695.6777 Do60-4 RECEIVED TO Mr. Patrick Bums Date U cunt March I4""`01.7,6UNITY D�LOPMENT Company Westfield Corporation Phone MAR 2007 Address 633 Southcenter Parkway Fax 15 Tukwila, WA 98188 Job No. 21-1-20189-007 SUBJECT SOUTHCENTER MALL EXPANSION, Permit D06-425 THE FOLLOWING ITEMS ARE TRANSMITTED: ITEM DATE No. DESCRIPTION DOCS MAR 2007 3 DAILY FIELD ACTIVITY REPORTS , THROUGH MARCH 9 FEBRUARY 15 - Per your request - For your approvalor your informationyour files - For your review M For your action- Return with comments - Other Hello Patrick: Attached are our field activity reports Nos.43 through 55 for the past 3 weeks of pile driving and drilling, and backfill compaction. I'm available at (206) 695-6875 if you have any questions. Thank you, 4 artin W. Page, P.E., L.E.G. Associate Cc: City of Tukwila Bayley Construction 21-1-20189-007 =111 SHANNON &WILSON$ INC. GEOTECHNICAL AND ENVIRONMENTAL CONULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: February 15, 2007 REPORT NO.: 43 SW FIELD REP.: AIT PERMIT NO.: D06-425 ROJECT NAMEA-OGATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Overcast, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1600 from to CONSTRUCTION OBSERVATIONS ALO, .-:,.�,.; _�-� TOPIC AND.: k.:. < .: �° LOCATION : �,�.. DESCRIPTI mp .:..,.;.-.°..., ON OF FIELD ACTIVITY, OBSERVATIONS QUID , ; ; : ^ RECOM MENDATIONS TO OWNER � �� �,:.���:_. �.�..> t . , rffll� s mRECOMMENDED Td O IiNER RECO 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) 1 arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 3 driven grout piles today_ The piles were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. Piles 14, 228A, and 229A were completed without complications. Delays were due to pile relocation and grout delivery. None. ATTACHMENTS Figure 1— Foundation Plan (Area A) Figure 2 — Driven Grout Pile Summary Table 1 — Pile Length Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its mean, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM Initial/date) ,/-47tfr g4, Page 1 of 1 W" 11! s .. i.F., s., -' - RD •.„1„4,..,-,k, .71 .I, i ''''' • _-_ ,_ .:-E, ,:.• 7 A'. I -I ' I —.::_j1-:;:' -:- - . ''''• . .,ri lik-- '''..-"-- .,_11 p-NIC9 1 . : ..-- if 0 ' 1 __i li • i '.74 l' _? g I. 0 i 1 It 1 "r&K 111 I'D , - N -...0! I j ! 1 I 1 1-- k 0 0 •:4-4 4i • I "." i I )4'4?Al Figure 1 I 'a - 4i ! • .1 Southcenter Mall Expansion, Area A 1.21-1-20189-007 kki rp.191(14 AVM 0a. � Z ?. _. Z CQ L J r o z J Z g -1Q z J a t - a4 :Edv $ LL! ij Z z 1 0 � J ate Z 0 A O o 0- J W C. • p1 2 Lad 0 1 1 AMIN, .1111. nor N� INA • A AI ▪ UN pviry W 0 z TABLE 1: PILE LENGTH SUMMARY (Driven Grout) FEBRUARY 15, 2007 TOTAL DEPTH: 169.9 feet TABLE 1 =11J SHANNON D FIWIL SOL N. INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: February 21, 2007 REPORT NO.: SW FIELD REP.: Fd win Ptak PERMIT #: ROJECT NAME!LOCATION WESTFIELD SOUTHCENTER MALL EXPANSION AREA C REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Partly sunny, 50's Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors TIMES OF SITE VISITS: Bayley Construction MacDonald -Miller from 0700 to 0815 from 1430 to 1515 CONSTRUCTION OBSERVATIONS NO... ti `" LOCATION. RECO ' . ' DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND, RECOMMENDATIONS TO OWNER :;.a Y 1 OilWater Separator Trench At the request of general contractor, Bayley Construction, I visited the site to observe subgrade conditions at the base of the oil/water separator vault. 1 met with Jeff Philips of MacDonald -Miller to access the bottom of the trench to evaluate soil compaction. The bottom of the 18 ft. deep trench had 1-2 feet of water and saturated soil making conditions unsuitable for subgrade evaluation. Jeff Phillips of MacDonald -Miller began pumping out water to make conditions more suitable. A vac truck was brought onsite for removal of water and saturated sub -grade material. I returned to the site in the afternoon to inspect trench sub -grade material. I probed the subgrade with a 'A -inch -diameter steel T -bar to determine subgrade density. A suitable bearing soil consisting of native, gravelly, sandy silt was encountered 1 foot below loose saturated material. Two solutions were discussed with the contractor to mitigate the loose subgrade; 1.) over excavate trench and remove all water and loose saturated material or 2.) backfill up to 1-2 feet from approximately 18 foot bottom depth with 1-4 inch quarry spoils and compact the bottom of the trench with a backhoe before vault is installed. We understand the contractor elected to backfill with quarry spoils and compact the subgrade to a dense condition. Please note we do not consider the loose, wet subgrade to be a changed condition. According to the geotechnical report, groundwater was expected to be encountered at 8-10 feet below grade. Proper dewatering of the trench subgrade prior to excavation would have exposed suitable bearing soil. L ATTACHMENTS Figure 1, Site Plan LUMITA77ONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client Informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or faihtre to reject any non -conforming work does not relieve the contractor front complying with in contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specif+cations and/or design concept The contractor it solely responsible for to means, methods, sequences, procedures, construction site safety, quality of work, and adherence to Me contract documents. REVIEWBY MINtlaVdale) initial/date) Page 1 of 1 Oil WA Sraie VOA/ TB ty 11.1.111111111111111i Anlik Mr VT, Mt,.,_"Ammer 1111111PIVIVIWPVIEW El imam yaw pin iz la HI ,Z 111 I1HIIiRIII. !L '•hL "roth— III OM NM with ff 12 4. _.1..._ - rSTEEL EOLLIM. 1 a--4- 1 ilii irl! 1-' 1,1 . _ —j i et IL v.& 1 • , a • m !EN ... , 1111.)1P 1 1 YFigure 1 111 Southeenter Mall Expansion, Area will ts.21-1-20189-007 I. .tolf.hrtJ VIA ai .9 nfiq— mem111 SHANNON &WILSONOTECHNICAL AND ENVIROPOAENTAL $ INC.A DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 February 27, 2007 45 AJT D06-425 ECf N AlyAEILOCAn.0N Westfield Soutbcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Lloyd Enterprises from 0730 to 1500 from to CONSTRUCTION OBSERVATIONS r.a.. !" t1+1C� ..y,.s aa«w:..r- , TONG AND`- ., " ` "" LOCATION. s ., _ - ;.' - ^"ys-.«a DESCRIPTION'OFMFIELD ACTIVITY °OBSERVATtONS•AN� "". ":; - is n: - RECOMMENDATIONS To OWNER k. w s. r...s^'i<...,g.�,. „e' — ,: " ' r t11 FURTHER ACTION :a` `i z ENDED TO OW ER t� 1 2 2 Inspection of Pile Cap and Floor Slab Backfill and Compaction Sampling Fill mP S At the request of the general contractor, Bayley Construction, I arrived on site today to observe and inspect the backfill and compaction of two grade beams, near the north end of the site, and the compaction of the floor slab, central portion of site, (Figure 1) using a %2 -inch steel T -bar probe. I found that both the lift size used for backfill, and the level of compaction was acceptable, as the probe penetrated 3 to 6 -inches into the fill. It is my opinion that the backfill placed today is within the project recommendations. At Bayley's request, I took a sample of the crushed concrete that is to be used for fill in the food court, to the office for approval. According to the Project Manager (Martin Page) it is acceptable for fill. None. None. None. ATTACHMENTS Figure 1 — Area A Site Map LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon dr Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor b solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work and adherence to Me contract documents. REVIEW BY (PM initialldate) Page 1 of 1 o gi f 4 CO 13;1 s'' I1ii2 '!U;nrasIUU aft# ` "I r��' .4.111 tz7, taws' .410 0,1. t' Ironitt �� t•j ii}Q 511 111 ,111111164.1111 tir: /111- 11.01111112:43CJ »f/ ^rt�3ux air 101rsNw9I,atir+ a ' f�t7(1 3II;� 44 V 19 .y� O J,Q 6 dl O N f b k�i led And corer" SHANNON &WILSON, INC. BMW GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20184-007 February 28, 2007 46 AJT D06-425 PROJECT-NAME/LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, 30s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Lloyd Enterprises from 0815 to 1515 from to CONSTRUCTION OBSERVATIONS •..,nr l N(J TOPic AND LOCATION ; < DESCRIPTIONE FIELD-ACTIVi Y, OBS,ERVATIOF. S AND COMM NDATIONS CO OWNER `. COMM. z> .,_, ; .. "' FUt THE • DE . ; p NER 1 Inspection of Pile Cap and Floor Slab Backfill and Compaction At the request of the general contractor, Bayley Construction, I arrived on site today to observe and inspect the backfill and compaction of grade beams, near the north end of the site, and the compaction of the floor slab, central portion of site, (Figure 1) using a %r -inch steel T -bar probe. I found that both the lift size used for backfill, and the level of compaction was acceptable, as the probe penetrated 3 to 6 -inches into the fill. It is my opinion that the backfill placed today is within the project recommendations. None. 2 None. ATTACHMENTS Figure 1 — Area A Site Map LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans ami specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/de)) •� -377 Page 1 of 1 AM rh ill"=it ra:f/.'11imia[rr'iiiao _�=-= ile aim- V. WI T ill- 4i. A, sz10 ebe r16. z2$o� IP d't LS - uo w . 900 1.1. Mel SHANNON &W LSON INC. -�" GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: March 1, 2007 REPORT NO.: 47 SW FIELD REP.: AJT PERMIT NO.: D06-425 :PROJECT NAME/LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER $ TEMP.Overcast, 30s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Lloyd Enterprises from 0730 to 1530 from to CONSTRUCTION OBSERVATIONS 0 TOPIC AND . LOCATION " D SCFt1FtT ON OF FIELD ACTIVITY,:OBSERVATIONS AN LJ °:, :.=::^:'q= _ :: "I COMMENDATIONS TO OWSEk F RTHEt ACTIO •€ TO O 1 Inspection of Pile Cap and Floor SIab Backfill and Compaction At the request of the general contractor, Bayley Construction, 1 arrived on site today to observe and inspect the backfill and compaction of grade beams, the floor slab, and several trenches around the site. The floor slab is not up to grade yet, so future backfill and compaction will be necessary. Also, the footings will require additional compaction and backfill. The electrical trench backfill did not occur today; it should be completed on Monday, March 5. None. ATTACHMENTS Figure 1 — Area A Site Map LIMITATIONS: The Shannon dt Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep aur client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with Its contract documents. Shannon di Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of worts, and adherence to the contract documents. REVIEW BY (PM initiaUdate) Page 1 of 1 ..�....�..,,....1 W _ P.M..,.. 4 / ani air FJ, X111 S - ANNON &WILSONONEtINC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: March 2, 2007 REPORT NO.: 48 SW FIELD REP.: AJT PERMIT NO.: D06-425 at JECT OCAT1ON Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, 30s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Lloyd Enterprises from 0730 to 1700 from to CONSTRUCTION OBSERVATIONS ATTACHMENTS �pgurG I — Area /t S -le Map LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified REVIEW BY (PM initial/date) and keep our client informed of the progress and quality ofthe work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve Me contractor from complying,, 4f v7 3 with its contract documents. Shannon & Wilson does not have the authority to direct the contractors work Any information provided by the /' / Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of Me plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, contraction site safety, quality of work, and adherence to the contract documents. Page 1 of 1 TOPIC AND ' LOCATION , DESCRIPTION FIELD ACTIVITY, OBSERVATIONS AND • RECOMMENDATIONS TO OWNER... FURT R, C BION RECOMMENDED O OWNER 1 Inspection of Pile Cap and Floor Slab Backfill and Compaction At the request of the general contractor, Bayley Construction, I arrived on site today to observe and inspect the backfill and compaction of the floor slab, as well as pile caps from both the new site and beneath the food court. The floor slab is not up to grade yet, so future backfill and compaction will be necessary. In the food court portion of the site, two pile caps and two grade beam trenches were backfilled with crushed concrete and compacted with an excavator -mounted hoe -pack. In my opinion, the backfill placed today is within project recommendations. None. ATTACHMENTS �pgurG I — Area /t S -le Map LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified REVIEW BY (PM initial/date) and keep our client informed of the progress and quality ofthe work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve Me contractor from complying,, 4f v7 3 with its contract documents. Shannon & Wilson does not have the authority to direct the contractors work Any information provided by the /' / Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of Me plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, contraction site safety, quality of work, and adherence to the contract documents. Page 1 of 1 /41 •vF � � I Ise g -■.ate■ , x ��I , Piil.+aP_ 311141P.71 'II i11}ii i� �� 111 iiawr,,.x,„1,4 % 11. STH .leek. �al�sliillg-"jj E f'7:*a1ig1/ ��' rS.7 1111 �� �� Iflflftttiii=11e'lr ;� i! .5..r... �R�. un IM. -0 111ET�rrrr te *1. ��.+. )r1,3 6{]0 Ei O pllllii r]CS •l �1i[l xii 00009 • Keit 1110ccfj ilea atria C6170,01 ri6 0 • 1.1.9 - uo uuel ALUV 900' 1. 1.1. NNW SHANNON AND iWILSOL N INC. DAILY FIELD ACTIVITY REPORT PROJECT NAMEILOCAnoN PROJECT NO.: 21-1-20189-007 REPORT DATE: March 3, 2007 REPORT NO.: 49 SW FIELD REP.: AJT PERMIT NO.: D06-425 Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER TEMP.Overcast, 30s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Lloyd Enterprises from 1300 to 1600 from to CONSTRUCTION OBSERVATIONS -. I.0 . - -.- om,:TOPIC AND ;. LOCATION : .. DESCRIPTION OF:FIELD ACTIVITY, OBSERVATIONS ;AND `,.{g n RECOMMENDATIONS TO OWNER:.`. `.;RECOMMENDED �'FiJ 1ER- CTION TQ -OWNER ,- 1 Inspection of Pile Cap and Floor Slab Backfill and Compaction At the request of the general contractor, Bayley Construction, I arrived on site today to observe and inspect the backfill and compaction of the pile caps and grade beam trenches located beneath the food court. Pile caps and grade beam trenches were backfilled with crushed concrete and compacted with an excavator -mounted hoe -pack. In my opinion, the backfill placed today is within project recommendations. According to Lloyd Enterprises, Inc. the total number of trucks removing unsuitable material today is 30. None. ATTACHMENTS None. IMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep oerr client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve Me contractor from comply' with its contract documents. Shannon & Wilson does not have the authority m direct the contractor's work. Any Information provided by the Shannon & Wilson field inspector is Intended solely to advise the contractor of Ike technical requirements of the plans and specfrcado and/or design concept. The contractor is solely responsible for Its means, methods, sequences, procedures. construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) '�n 41' 3/7/ 7 Page 1 of 1 N ▪ or SHANNONiWLSONTI$ INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: March 4, 2007 REPORT NO.: 50 SW FIELD REP.: AIT PERMIT NO.: D06-425 PROJECT "NAME/LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Overcast, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Lloyd Enterprises from 1000 to 1400 from to CONSTRUCTION OBSERVATIONS ..,4�'s ' , - ..�.-;.^^B':».. ..,« s .vase.. . ,.,« s r .. OPIC" ANi1.; ° "' pdATIoN :. a"m .. . . .y.{,..., r — s�✓,e— .. ..� . v`" .`.; . DESCRIPTION°OF FIELD ACTIVITY, "OBSERVATIONS AND >. ✓': :..rte ' ` ; '. ` , RECQfNMENDATIONS.TO OWNER . t=-:-9— i 4:04. Inspection of Pile Cap and Floor Slab Backfill and Compaction At the request of the general contractor, Bayley Construction, I arrived on site today to observe and inspect the backfill and compaction of the pile caps and grade beam trenches located beneath the food court. Pile caps and grade beam trenches were backfilled with crushed concrete and compacted with an excavator -mounted hoe -pack. In my opinion, the backfill placed today is within project recommendations. None. ATTACHMENTS None. LIMITATIONS: The Shannon do Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work floe presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson fteld inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept The contractor is solely responsible for its means, methods, sequences. procedures, construction site safety, quality of work and adherence to the contract documents. REVIEW BY (PM Initial/date) Page 1of1 •om SHANNON &WILSON, INC. tl♦ GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: March 5, 2007 REPORT NO.: 5 SW FIELD REP.: AJT PERMIT NO.: D06-425 ROJECT NAME/LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT; WEATHER TEMP. Sunny, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Lloyd Enterprises from 0730 to 1600 from to CONSTRUCTION OBSERVATIONS x.110 TOPIC AND : LOCATION DESCRIPTION OF FIELD ACTIVITY OBSERVATIONS AN RECOMMENDATIONS TOOWNEit .=: Itco RIS li l I Inspection of Pile Cap and Grade Beam Backfill and Compaction At the request of the general contractor, Bayley Construction, I arrived on site today to observe and inspect the backfill and compaction of the pile caps and grade beam trenches (by Lloyd Enterprises, Inc.) located beneath the food court. None. Pile caps and grade beam trenches were backfilled with crushed concrete and compacted with an excavator -mounted hoe -pack. In my opinion, the backfill placed today is within project recommendations. In addition, Lloyd began to grade from lines E5 -E9 to J5 -J9 by clearing off unsuitable material. Crushed asphalt was laid down to help with drainage and compaction. The floor slab (building pad) is at an acceptable level from lines 9-12, E -J. 2 Inspection of Electrical Trench Backfill and compaction of the electrical trench did not occur today. It is unknown when it will continue. . Backfill and. Compaction ATTACHMENTS Figure 1 - Area A Site Map LIM'ITATIONS.• The Shannon & Wilson field representative Is present on site solely to observe the fold activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or faihtre to reject any non -conforming work does not relieve the contractor from complying with Its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and apecfications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures. construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) 40./frW 3/74 Page 1 of 1 v 4 1 1 1 !f1 ,ri+w 1r14-441.- / f i CO• ridkfl114 eincoirg Vqadt"9 mpro ''k1COinM fit c4ic rtabl 1 a sz1103 Fl Aarch5j1.001 efied �P�' L I S - �olfiuei1 SHANNON & ILSON =1,1 GEOTECHNICAL .ILTANTs NC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: March 6, 2007 REPORT NO.: 52 SW FIELD REP.: AJT PERMIT NO.: D06-425 ROJECT Ni JIEI O lTlOiu Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER TEMP.Client Sunny, 50s& Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Lloyd Enterprises from 0730 to 1400 from to CONSTRUCTION OBSERVATIONS IOt TOPIC AND t : ; ; ; L 1CATION 'DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS' ,. :REC)�1NDATiONSTOOWNEt. ER A • Gf�MEif}E1N 1 Inspection of Pile Cap and Grade Beam Backfill and Compaction At the request of the general contractor, Bayley Construction, 1 arrived on site today to observe and inspect the backfill and compaction of the pile caps and grade beam trenches (by Lloyd Enterprises, Inc.) located beneath the food court. None. Pile caps and grade beam trenches were backfilled with crushed concrete and compacted with an excavator -mounted hoe -pack. In my opinion, the backfill placed today is within project recommendations. Also, Lloyd backfilled and compacted 5 -line grade beams and pile caps at line J to an acceptable density. 2 Grading Building pad In addition, Lloyd continued to grade from lines E5 -E9 to J5 -J9 by clearing off unsuitable material. Crushed asphalt was laid down to help with drainage and compaction. None. 3 Plumbing Trench Compaction and At the request of MacDonald -Miller (plumbing contractor), 1 observed the backfill and compaction of a portion of their plumbing trench None. Backfill (South end of site). The trench was approximately 2 -feet deep and was backfilled with construction fill to an acceptable density. ATTACHMENTS Figure 1 - Area A Site Map LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authoriry to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 s, 1 131 ,•1 !U ". Ian I MIMES -• •!r ! =MEP K I§ ‘Ackftilta cvmol gradin, ill pro rnWM lip►b. 1Cf;l�;ta�k: 't .Y9.11 .41.0 gi MEC Imam hi �( i I UiI Hf e6e Po IR Mar &,2o uoiLiuue0il Awd 900 1. 11 11p SHANNON \MLSOL NsINC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: March 7, 2007 REPORT NO.: SW FIELD REP.: PERMIT NO.: 53 AJT/DPO D06-425 PROJECT NAMEILOCATION Westfield Southcenter Mail Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER 8 TEMP. Showers/Windy/40°- 55° Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Constntction DeWitt Construction from 0730 to 1230 from 1200 to 1550 CONSTRUCTION OBSERVATIONS NO TOPIC AND LOCATION DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND RECOMMENDATIONS TO OWNER FURTHER ACTION RECOMMENDED TO OWNER 1 Installation of Augercast Piles at Area A (Proposed Two -Story Shopping Mall & Theatre) As requested, a representative from Shannon & Wilson visited the above noted project site to observe the installation of augercast piles for Area A (Shopping Mall Expansion), as shown on Figure 1. Shannon & Wilson, Inc. representative David O'Malley relieved Amy Titterington at Noon. DeWitt, the pile contractor, installed 6 augercast piles (Piles 349, 392, 395, 397, 401 and 403) today. The piles were installed with a continuous flight auger suspended from a Manitowoc 85 crane. The soil profile for each augercast pile was estimated from the soil cuttings and the behavior of the auger during drilling. Pile 395 had to be redrilled due to a blocked grout line. Upon redrilling, DeWitt was 3' short of the original depth. It appeared that rock had fallen into the hole prior to the redrilling. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed today will support the specified design loads. None. ATTACHMENTS Figure 1— Foundation Plan (Area A) Figure 2 — Augercast Pile Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities alike contractor identified and keep our client informed of the progress and quality of Me work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) .-"v/ , 3 73.07 Page 1of1 I; • 1 _la IT 1 NU It i 1� �tifrll7 ;`T Ifi¢i , 40. 1 4 NS 1, i s:' ,mow nrs„re!, _ fr � "Yiriiiiitt i it i+ill >ta�n .�• , 1 j - ' 1 I I. ••S/ {r: I If p j i U I 0-1 r ,Figure =s Southcenter Mali Expansion, Area A a -4 ,41r:214 -2018g-007 ::21-1-20189-007 n1 I 1 t11 ®C+) MarG� 1-I Wnv T z O O z w w w Y O W U N4 0 a co D :Uz 0 aa� • F1�a u. ego �0 LL W 026 zee ? 0 00 T 7- cfti eo cr a= 0 a 0421 0 } • to 60 1 - },7 ti z 0 tus apo C" z 0'cr M T oi o w w z 0) fli Ell! SHANNON IL SON, INC. • GEOTECHNICAL ARO ENVIRONMENTAL CONULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: March 8, 2007 REPORT NO.: 54 SW FIELD REP.: DPO PERMIT NO.: D06-425 PROJECT NAME/LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Showers/Windy/41°- 51° Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction DeWitt Construction from 0645 to 1530 Lloyd Enterprises, Inc. from to CONSTRUCTION OBSERVATIONS NO. TOPIC AND LOCATION DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND RECOMMENDATIONS TO OWNER FURTHER ACTION RECOMMENDED TO OWNER 1 Installation of As requested, a representative from Shannon & Wilson visited the Remove obstruction at pile Augercast Piles at above noted project site to observe the installation of augercast piles 404 location. Structural Area A (Proposed for Area A (Shopping Mall Expansion), as shown on Figure 1. engineer will need to review Two -Story DeWitt, the pile contractor, installed 10 augercast piles today. The the installation of additional Shopping Mall & piles were installed with a continuous flight auger suspended from a piles at the pile 484 area. Theatre) Manitowoc 85 crane. The soil profile for each augercast pile was estimated from the soil cuttings and the behavior of the auger during drilling. Piles 350, 380, 391, 398, 400, 406, 408, 417, 456, and 484 were all installed today. Obstructions were encountered during the drilling of piles 404, 406, 417, and 456 at depths of 15', 7',, 3' and 5', respectively. DeWitt was able to redrilllget past the obstructions and install piles 406, 417 and 456. Pile 404 could not be installed due to an obstruction at 15 feet that could not be bypassed. We understand that the pile 404 location will be overexcavated to remove the obstruction and will then be redrilled. Pile 484 was drilled to the maximum depth of the auger, but did not reach minimum penetration into bearing soils and was not accepted. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed today except pile 484 will support the specified design loads. The installation of additional piles as directed by the structural engineer may be necessary to support the design loads at the pile 484 location. Pile Cap and Grade As requested, we observed the placement and compaction of fill placed 2 Beam Backfill and Compaction to backfill grade beams and pile caps in the northwestern part of the site between building lines 5 and 12 (Figure 3 — as noted). The backfill consisted of brown, slightly silty, gravelly SAND that was placed in 6 inch to 1 foot thick lifts prior to compaction by hand operated compaction equipment, a backhoe hoe -pack, and/or a large roller. We used a '/s -inch steel rebar to probe the compacted fill and observed probe penetrations of 1 to 3 inches indicating suitable compaction of the fill, within the project recommendations. None. Additional fill placement and compaction to occur. LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wibon field Inspector is intended solely to advise the contractor of the technical requirements of the plans and specrications and/or design concept. The contractor is solely responsible for its means, methods, sequenced, procedures, contraction site safety, quality of work and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 2 � [ SHANNON &WI LON INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: March 8, 2007 REPORT NO.: 54 SW FIELD REP.: DPO PERMIT NO.: 006-425 PROJECT NAME/LOCATION Westfield Southcenter Mall Expansion, Area A CONSTRUCTION OBSERVATIONS (continued) ATTACHMENTS Figure 1 — Foundation Plan (Area A) and Bacicfill Area Site Map a Sl t h9 Figure 2 — Augercast Pile Summary Pile Installation Records LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance oho*, non -conforming work orfailure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advice the contractor of the technical requirements of the pians and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM Inl6aVdate) Page 2 of 2 v,: &I IT. ! .tea wst X 0 • :0 "rFigure 1 11•i:e1I. I Southcenter Mall Expansion, Area A L21-1-20189-007 gel IN • O O EI EE O 0 i E) . 0 0 0 0 A !A 1I• r f o • A �. -IA -� i"I ItF! ;f1 .es i� A .tiaYw...a-.a- ' V a�..;.---<,===7 711ra --- rkIG� 1:.it<•ii#��% nrie !�Il . }:iii -T - -- H`S`i ...:.,,,,;..t...,„....,... =, t, Lim SwIt � :7nC3_ 7� �•.. ., tC a C'z7ira .tRWAII �7' F r Tlilg..l 4rm •;�o E• {✓til �� Et i �11t tIr AVIA 111 11 '?p1 .. = `s® r h ;i' uhf red ir• I 3o I Ire Til' rig — si'R ffr I hit 4I11 I?efami r Al nI 1 ■ 1 S>�„^ x I A K4 ice' t trr11_ - . �e7 11 i `a fln I ad 11A •144;011 i r i i 4 _ 11 fr�+'t 4A1=J RM TE, === y ->r -.SCI'.= � :. s�.Y7'� 3 . =====m I ii%LLJJ ii�iii�'1iil�'��' �f•,h�i yi'r a, It �2c }r i'vsF .;41,1.1 ;c—ss ' k;51;34'"'FREES18 w A id it r ZIKA III , 7161 r - .i Il.r 1 *.+ _ (ellr:.�l1 Sc7GC off, ya �1� j.6 %tr7iC���... i1�7�41 IafV* L1�1,. .,c11if r, s� n tiatrIA101:+i7; IUl j 11 i �NI%RIM- 3;Ti„;'';: TTT r - 7.=.1v R fil41� PM mmanzosr la WED •00 CUMINAW O O O 0 FOUNDATION PL / Zxo rrv' ,I/4' /*(aet: z 0 co w 2 COMMENTS / REMARKS (EG. REBAFt) wz z 7-- 0 N f) c2k r•I C:a 1* - 014, -,- oz_ u. coa 0 X Z ,r - 1/4S -4 1-Z tr% tsz r- Oci os ... ct, If. A u. - 6-10 1 50 1 r 01- xr- p z 0 2 1 z 0 (2) cb a- r- 3 - w c7) u_ 0 1—w1 =111 SHANNON & WILSONB INC.OEOTECHNICAL AND ENVIRONMENTAL CONA DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT Na: 21-1-20189-007 March 9, 2007 55 DPO D06-425 PROJECT NAMEILOCATION Westfield Southeenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER TEMP. Cloudy-Rain/41°-53° Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction DeWitt Construction from 0615 to 1500 Lloyd Enterprises, Inc. from to CONSTRUCTION OBSERVATIONS NO TOPIC AND LOCATION DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND RECOMMENDATIONS TO OWNER FURTHER ACTION RECOMMENDED TO OWNER 1 Installation of Augercast Piles at Area A (Proposed As requested, a representative from Shannon & Wilson visited the above noted project site to observe the installation of augercast piles for Area A (Shopping Mall Expansion), as shown on Figure 1. None. Two -Story Shopping Mall & DeWitt, the pile contractor, installed 5 augercast piles today. The piles were installed with a continuous flight auger suspended from a Theatre) Manitowoc 85 crane. The soil profile for each augercast pile was estimated from the soil cuttings and the behavior of the auger during drilling. Piles 68, 70, 393, 396 and 405 were all installed today. During steel placement in pile 405, debris collapsed into the hole and the pile had to be redrilled. Subsequent grout placement was halted due to sand packing in the grout line and the hole had to be redrilled again before successful completion of the pile. Pile installation was slowed today due to a shortage of grout trucks and long round trip times from the batch plant. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed today will support the specified design loads. 2 Pile Cap and Grade Beam Backfill and Compaction As requested, we observed the placement and compaction of fill placed to backfill grade beams and pile caps in the northwestern part of the site between building lines 5 and 8 (Figure 1 — as noted). The backfill consisted of imported brown, slightly silty, gravelly SAND that was placed in 6 inch to 1 foot thick lifts prior to compaction by hand operated compaction equipment, a backhoe hoe -pack, and/or a large roller. We used a '/z -inch diameter steel rebar to probe the compacted backfill and observed probe penetrations of 1 to 3 inches indicating suitable compaction of the fill, within the project recommendations. None. Additional fill placement and compaction to occur. ATTACHMENTS Figure 1— Foundation Plan (Area A) and Backfill Area Site Map Figure 2 — Augercast Pile Summary Pile Installation Records LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field atxivides of the contractor identified and keep our client informed oldie progress and quality of Me work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or (allure to reject any non -conforming work does not relieve the contractor from complying with its contract documents Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is !Wended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safely, quality of work, and adherence 10 Me contract documents. REVIEW BY (PM initial/date) Page 1 of 1 .7 • Nj 11 lily. Ey�i1t il9 .� t 51 U € s ;• j•jtj i !! I i.*ate1 l:p — I�•� jWi,�t. I�I Q r ih,:er wv7 i� �u.�,r�lexrr.+seftaaj.�. •1 li I...ri . L Figure 1 torLt/i -at Southcenter Mail Expansion, Area A 21-1-20189-007 NO. PILES COMPLETED TODA 2 Cls W J 1— CC CC W V Z oatt z1 0 z z N 3 9 2 u- 0 cn cn r W J H 'kms 'IIIrpt ��A/ �+^ �+�400 N. 34, SHANNON ILSON, INC. STREET; SUITE 100 GEOTECHNICAL ANO ENVIRONMENTAL ONSULTAN C � it -Q P.O. Box LT 4104, 424 SEATTLE, WASHINGTON 98103 SEATTLE • RICHLAND • FAIRBANKS • ANCHORAGE • ST. LOUIS • BOSTON • DENVER 206.632.8020 FAX 206.695.6777 TRANSMITTAL TO Mr. Patrick Bums Date February 21, 2007 Company Westfield Corporation Phone DAILY FIELD ACTIVITY REPORTS , FEBRUARY 12, 13 AND 14 Address 633 Southcenter Parkway Fax Tukwila, WA 98188 Job No. 214-20189-007 SUBJECT SOUTHCENTER MALL EXPANSION, P 06-425) THE FOLLOWING ITEMS ARE TRANSMITTED: ITEM DATE NO. DESCRIPTION DOCS FEB 2007 3 DAILY FIELD ACTIVITY REPORTS , FEBRUARY 12, 13 AND 14 -- Per your request - For your approval - For your information - For your files For your review - For your action- Return with comments - Other Hello Patrick: Attached are our field activity reports Nos.40 through 43 for the past week of pile driving and drilling. I'm available at (206) 695-6875 if you have any questions. Thank you, Martin W. Page, P.E., L.E.G. Associate Cc: City of Tukwila Bayley Construction 21-1-20189-007 l SHANNON AND &WILSONaIINONMENTAL NC. DEOTECHNI DAILY FIELD ACTIVITY REPORT ROJECT'NAMEILOCATION PROJECT NO.: 21- -20184-007 REPORT DATE: February 12, 2007 REPORT NO.: 40 SW FIELD REP.: AJT PERMIT NO.: T DO6-425 Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Clear, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1600 from to CONSTRUCTION OBSERVATIONS OLOCATION .TOPICAND ° : :..''DESCRIPTION OF, FIELD ACTIVITY; OBSERVATIONS ANI7: ' . , ' .".°:'" ..' ""RECOMMENDATIONS TO OWNER :' ""--::,`"� � ,. : r . aFURT(i50ACTIrON" RECOMMENDED 1Q.OWNER 1 2 Installation of Augercast Piles at Area A (Proposed Two -Story Shopping Mall & Theatre) Inspection of Electrical Trench Backfill and Compaction I arrived at the project site today to observe the installation of augercast piles for Area A (Shopping Mall Expansion), as shown on Figure 1. Dewitt, the pile contractor, installed 13 augercast piles today. The pile was installed with a continuous flight auger suspended from a Manitowoc 85 crane. The soil profile for each augercast pile was determined from the soil cuttings and the behavior of the auger during drilling. All piles were drilled to the design depth or to refusal. Refusal was defined as less than 6 -inches of penetration over a 5 - minute period with the full down pressure of the auger being applied. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed today will support the specified design load. Piles 169, 207, 318, 167, 157, 124, 100, 155, 126, 102, 7, 9, and 11 were all installed without any complications. Today I inspected the backfill and compaction of the electrical trench, along the north -side of the site (Figure 3) using a 'A inch steel T -bar probe. I found that the lift size used for compaction was unacceptable (2 -foot); therefore, the backfill was still not at an acceptable compaction level. I suggested to the contractor that he decrease his ,compaction current lift size (of 2 -foot) to 1 -foot, and that he needed to further compact the backfill material to an acceptable density (less than 6 - inches of penetration with T -probe). I will continue the inspection of the pile cap backfill on Tuesday, February 13, 2007. None. Continue compaction and backfill of trench, until it reaches an acceptable level. ATTACHMENTS Figure 1 — Foundation Plan (Area A) Figure 2 — Augercast Pile Summary Figure 3 -- Electrical Trench Site Map Table 1 -Pile Length Sununary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon ct Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work: and adherence to the contract documents. REVIEW BY (PM initial/date) 2.2/- 07 Page 1 of 1 • 14i i .. f k - --i. -- 1 . : qt..: Y ' VgZellE10111011 ' ffi 1101r 4 I — • --1 -- • 44.p•a. 1 0,9. 1:1• ra) ..,. .L,t •,-.n. • .:. ' et. • 0 '7 lilt -- _ ,,,, .411- , c• , gel hi w 4 ' . _I! .....[. 4.1111114 T I! _ . t..f. INIFIMIHVOLVIIIIMr-1,. , , ''''i ., . - ' 1 Iliala 010-• - ' I ' vrFigure 1 JP- \ 1! o Southcenter Mall Expansion, Area A 21-1-20189-007 eibruaiii 12, 200? - Z G coso zi0 N !DATE i/4 O JOB NO. sqPERMIT NO. 4" 2-v CONCRETE PUMP ALIBR TION DATE OF CALIBRATION IP G/ J el VOL PER STROKE (FT ) x EFFICIENCY COMMENTS/REMARKS (EG, REBAR) LL F a 2 LI u u a a N 5 o+ c u Suu+tRiEcer►i-w CYlall EikparKitiA m r C. mg- .. o u-• o a p w z 7) kLdz c6a)- a t -7-11 gm' g M111O° r te+ 6"'M cr tet-+ o m Ii --% c c-1 •n kr. CONTRACTOR AUGER DIA ETER, LENGTH �fi - Cby151t th 1 2y-"�10Dr PILE LOAD NO OF CAPACITY S PTRUOMKES U 6 c � 0>b Ctb IQ C.) F.:1 CZ> Ck:s::),‘ g ; It. ;.‘1. 40 i 0 i co g u� pLSA 5 � Q_ � ppm C'��CEJ N d 2 ' �2.S'I Z--# --CD � D Q p -I:5 O© - ..- . M tS, �G?pQ�C?o f� c-.) c.1 c4 N c---1� F a F e---4 1 i,.\ o e� C-4 ' I' t l i cJ 1 S cam-. AAA,''. Ni. rt r -- N t3 GS 0 ° i cam. �' O CJ Y S' o�\ � ...5. is 0 W J Q 1— n o� G14 2.0 11,,-' 1 , 7 7 4 0 e1 ,e. , 1 : ' I kWBD 4S1 Al BSY1131) 4S2A2B /1 / / / , I ZONE A) _(ZONE ' A) , , I elf / e / 1 / Y I • I • i x / r • 1 1 1 -e: . 1' k - • , A r., ,, .. eN 1 / 1 ie ‘ ,I 1. //////////////./////iF 40 25HP 09 "77Y /\`" 1 08 DID if- • • • • • Ism -,./..4 .1nd (..- ':•;;;:11// "R.ia / / / I /:. 1 Mil • MI MIMI MO ux r\/1 i • N OR 11111111 IMMIX gra! CROSSIN WafiiI41 frovin FrIn+i c°71r1-1-t6‘q,ar ?OSSING Ult. 1 Ulli 1 EL 4 UTIL 2 UTIL 2 EL. CROSSING UTE 1 U11L 1 EL UPI 2 UTIL : ti PSE/15" SD 24.1/20157 6" SS . 23.49 itte• . 6" SS 23.07 15" 50 2 11) 10" WA 23.9 • 6" SS . 22.67 . (aD r SS 22.51 6" PSE ts.3 15" SD 20.40.1 e GREASE 22.74u)CDo e SS 22.24 10" WA tri 6" F/D WA i 22.11 6" PSE 23.9u )(iii). e GREASE 22.42 15" 50 1 OD 6" PSE 23.7 10" WA 21.9u051) 4" 'GREASE 22.15 6" PSE icE) 6" PSE 23.2 1 8" SS. 22.17 i05)4" GREASE 21.86 10" WA QED 6" F/I) WA 22.3 15" SD 20.30 MI 6" SS 23.07 15" SI) 2 F .5 TABLE 1: PILE LENGTH SUMMARY (Augercast) FEBRUARY 12, 2007 TOTAL DEPTH: 616.0 feet Olt ate ¢I.,... _ 11 ' 4y 169 48 2/12/07 207 50 2/12/07 318 65 2/12/07 167 47.5 2/12/07 157 Millra 2/12/07 2/12/07 100 47 2/12/07 155 2/12/07 126 Mal 2/12/07 102 48 2/12/07 39 2/12/07 9 42 2/12/07 11 49.5 2/12/07 TABLE 1 SHANNON�wI�. soN;IGEOTECHNICAL ANO ENVIRONMENTAL LNC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 February 13, 2007 41 AJT D06-425 ECT NAME/LOCATION] Westfield Southcenter Mall Expansion, Area A new� REPORT SUBMITTED TO: • CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Clear, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1615 from to CONSTRUCTION OBSERVATIONS ATTACHMENTS Figure 1— Foundation Plan (Area A) Figure 2 — Augercast Pile Summary Figure 3 — Electrical Trench Site Map Table 1- Pile Length Summary LIMITATIONS• The Shannon & Wilson field representative is present on site solely to observe thefold activities of the contractor identified and keep our client informed ofthe progress and quality of the work The presence andactivities of the Shannon a Wilson field representative and our acceptance of any non -conforming work or failure to reject any non-confornring work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct Me contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures. construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) 7-2/.0/ Page 1 of 1 TOPIC AND ;.. `A, LOCATION -DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS'ANDER RECOMMENDATIONS TO OWNER..:.: ' y;- � ON . DA'-°.1.101 R COMMENDED TTO OWNER 1 Installation of Augercast Piles at 1 arrived at the project site today to observe the installation of augercast piles for Area A (Shopping Mall Expansion), as shown on None. Area A (Proposed Two -Story Shopping Mali & Theatre) Figure 1. Dewitt, the pile contractor, installed 13 augercast piles today. The pile was installed with a continuous flight auger suspended from a Manitowoc 85 crane. The soil profile for each augercast pile was determined from the soil cuttings and the behavior of the auger during drilling. All piles were drilled to the design depth or to refusal. Refusal was defined as less than 6 -inches of penetration over a 5 - minute period with the full down pressure of the auger being applied. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed today will support the specified design load. Piles 5, 22, 12, 10, 8, 6, 44, 3, 24, 46, 103, 123, and 158 were all installed without any complications. 2 Inspection of Electrical Trench Backfill and Compaction Today I inspected the backfill and compaction of the electrical trench, along the north -side of the site (Figure 3) using a 4 -inch steel T -bar probe. 1 found that both the lift size used for backfill, and the level of compaction was acceptable, as the probe penetrated 3 to 6 -inches into the fill. It is my opinion that the backfill placed today is within the project recommendations. None. ATTACHMENTS Figure 1— Foundation Plan (Area A) Figure 2 — Augercast Pile Summary Figure 3 — Electrical Trench Site Map Table 1- Pile Length Summary LIMITATIONS• The Shannon & Wilson field representative is present on site solely to observe thefold activities of the contractor identified and keep our client informed ofthe progress and quality of the work The presence andactivities of the Shannon a Wilson field representative and our acceptance of any non -conforming work or failure to reject any non-confornring work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct Me contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures. construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) 7-2/.0/ Page 1 of 1 0\ • • 0 • r.- Y -- --- A . ...,:.• t'!" , . , • v.:" ._ •1H., 14._;:, 1' I II I Vitiutici.inilt f 2 -II: 41.FLI"Ii1' • , 1!..!..[ip II. 1 ._ ''; \ i 1). IV MOM RAW wEile4.4 -IF:J. „.,., Iv Figure 1 Southcenter Mall Expansion, Area A 1_21-1-20189-007 A. Februri4 it 2004- pr. • (3 411'• eliriWt \ .00 z 0 Nd a COMMENTS 1 REMARKS (EG. REBAR) a a a6 06 wa aU Z WF �O 0 w w z n th LL • • ' Ti 111 WBD 4S1 Al B ZONE A) 1 1 1 1 1 . / / SWBD 4S2A2B;11 (ZONE A) . , , / / 1 e // , ; . . . e / 49 / Y, /A • - //f///'// • •• • LIFT - 25HP1, Cz‘ • • • • "R.O. NIP MISR IIIIII ;1•/../A•Co!./..-. >.)/E/ZZ-1 IN= MIMI • GE TO FIA UX •ip mu me imon jamig1 ke\I CROSSIN 0551NG r U111. 1 UTIL 1 ELJ 11111 2 U1IL 2 EL. CROSSING UT1L 1 UM 1 EL UT1L 2 UM : Pa/157 50 24.1/2057 6' SS 23.49 k1 6" SS 23.07 15" SD 2 lixa 10" WA 23.9 ! • 6" SS' 22.67 6" SS 22.51 6" PSE wa 15" SD 20.40 4" GREASE 22.74 r SS 22.24 10' WA 6" F/D WA 22.1 6' PSE 23.9 E 4" GREASE 22.42 15' SD 1 ux 2 5 6" PSE 23.7 10" WA 21.9 14160 4' 'GREASE 22.15 6" PSE Ira 6" PSE 212 i 8" SS 22.17 inzo 4. GREASE 21.86 10- WA 6" F/D WA 22.3 i 15" SD 20.30 CV 6" SS 23.07 15" SD 2 ctrrH !:Z1 s4iH from vriof cjAall4Awicf F1(1, TABLE 1: PILE LENGTH SUMMARY (Augercast) FEBRUARY 13, 2007 TOTAL DEPTH: 546.5 feet TABLE 1 5 41.5 2/13/07 38 2/13/07 12 35 2/13/07 10 46 2/13/07 8 44 2/13/07 6 41 2/13/07 46 2/13/07 ©mg 2/13/07 24 41 2/13/07 46 43.5 2/13/07 103 1111021 2/13/07 123 39 2/13/07 158 48 2/13/07 TABLE 1 M=1, SwvvNoN 6v►�Lso�vs ,OTECHNICAL AND ENVIRONMENTAL GE DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: February 14, 2007 REPORT NO.: 42 SW FIELD REP.: AJT PERMIT NO.: D06-425 C' .NAMEILOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP.Clear, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1500 Two -Story from Ia CONSTRUCTION OBSERVATIONS O TOPIC AND .'" LOCATION ". DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS ANti.";' _; " :"" " RECOMMENDATIONS TO OWNER: " " w= FU RTHERRACTION,. e "RECOMMENDED O 41NNER 'r 1 Installation of Augercast Piles at I arrived at the project site today to observe the installation of augercast piles for Area A (Shopping MaII Expansion), as shown on None. Area A (Proposed Figure 1. Dewitt, the pile contractor, installed 9 augercast piles today. Two -Story The pile was installed with a continuous flight auger suspended from a Shopping Mall & Theatre) Manitowoc 85 crane. The soil profile for each augercast pile was determined from the soil cuttings and the behavior of the auger during drilling. All piles were drilled to the design depth or to refusal. Refusal was defined as less than 6 -inches of penetration over a 5 - minute period with the full down pressure of the auger being applied. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed today will support the specified design Ioad: Piles 2, 23, 47, 4, 21, 45, 156, 125, 101 were all installed without any complications. None. 2 Installation of D Driven Grout Piles D Area A atAreaA Two- (Proposed Shopping Story g Mall & Theatre) 1 arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 4 driven grout piles today. The piles were 'metalled using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. Piles 16, 26, 25, and 13 were all installed without any complications. LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon A Wilson field inspector is intended solely to advise Me contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work and adherence to Me contract documents. REVIEW BY (PM initial/date) 2-A/•01 Page 1 of 2 X111 SHANNONE&WILSOL N INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: Westfield Southcenter Mali Expansion, Area A 21-1-20189-007 February 14, 2007 42 ATT D06-425 CONSTRUCTION OBSERVATIONS (continued) ATTACHMENTS Figure 1 — Foundation Plan (Area A) Figure 2 — Augercast Pile Summary Figure 3 — Driven Grout Pile Summary Table 1- Pile Length Summary 1JMITATJONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed tithe progress and quality oldie work. The presence and activities of the Shannon & Wilson field representative and aur acceptance of any nonconforming work or failure to reject any non -conforming work does not relieve the contractor from complying with la contract documents. Shannon & Wilson does not have the authority to direct the contractors work. Any information provided by the Shannon & Wilson field inspector is Intended solely to advice the contractor of the Technical requirements of the plans and specifications and/or design concept The contractor is solely responsible for its means, methods, sequences, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) �i��1 • l/ a7 Page2of2 i3 l i' . . 9 •t 114K a -r 1041i. Wlrf, ' i • mss,, 'rte . 'Itliftive.44;r5v 1:64.410v.Ai.t !'..vmp,H00 t7peibew,m.irkl, ,, hi 1 644141440A if-! Figure 1 Southcenter Mall Expansion, Area A --E-! .21-1-20189-007 � . i&bruarH 14-1 jou - IL 4 �M `o' 0 aig o°4. CONCRErg PUMP CALIBRATION DATE OF CALIBRATION . VOL. PER STROKE (FT ) x EFFICIENCY • COMMENTS / REMARKS (EG. REBAR) b s % C 4 S S t t WC: .......l n : NV J -rte LL U UZ`o U4> '71 7-v ,7 7-1 7-7 r 7-3 _ Y. Io m th lr r n 41 % r r "i � wC 0 ['J M f' � AUGER / 100 24-4 " ;..gii ZsiS .._-.Q, cs- 0_ ..2 tp, A.- , m...1 pliri p s c› -6; 0 .0 Q. sz. c) et i fit, IE A r�til • • • .� • g LL0 O Q c? i5 n s . a i:T- P: V —4— tv tiN c-QN N IM < p Q 9 0:3:11 c� N Ir -fir, w o cc .-A A -A-A--- -Ai N% 1 c'LN rt— —a. g—Csk ‘Z 75 r W CO 1 - �.I.a a .w ti >.� a0 2 J N o!i 00 5z N z W J a` co [1C 2 w ce g, Mi. IL z 0 J W 3g. • ' ? a-- f4s-' On MI J w 1- 0 z re qe• O u. w r IU I- LLI z co N r • nca. TABLE 1: PILE LENGTH SUMMARY (Driven Grout and Augercast) FEBRUARY 14, 2007 TOTAL DEPTH: 476.3 feet 36 2114107 AC 23 40 2/14/07 47 43 2/14/07 4 37 2/14/07 21 36 2/14/07 45 41 2/14/07 156 46.5 2/14/07 125 40 2/14/07 101 39 2/14/07 16 33 2/14/07 DG 26 28.8 2/14/07 25 28 2/14/07 13 28 2/14/07 TABLE 1 :111 SHANNON AND &WILSON$ INC. SEATTLE • RICHLAND • FAIRBANKS • ANCHORAGE • ST. LOUIS • BOSTON • DENVER RECEIVED 00 N. 34T" STREET, SUITE 100 P.O. Box 300303 SEATTLE, WASHINGTON 98103 pCOMOON •632.8020 FAX 206.695.6777 TRANSMITTAL TO Mr. Patrick Burns Date February 12, 2007 Company Westfield Corporation Phone FEB 2007 Address 633 Southcenter Parkway Fax 23 Tukwila, WA 98188 Job No. 214-20189-007 SUBJECT SOU THCENTER MALL EXPANSION, Pte' I6r4Z5 "' THE FOLLOWING ITEMS ARE TRANSMITTED: ITEM DATE No. DESCRIPTION DOCS FEB 2007 9 DAILY FIELD ACTIVITY REPORTS , THROUGH FEBRUARY 9f 2007 JANUARY 23 Per your request For your review Hello Patrick: For your approval For your information your files For your action- Return with comments - Other Attached are our field activity reports Nos.33 through 39 for the past week of pile driving and drilling. I've also included FARs No. 29A and 30A that were prepared by a second field representative from our office who made visits to the site specifically to test backfills. I'm available at (206) 695-6875 if you have any questions. Martin W. Page, P.E., L.E.G. Associate Cc: City of Tukwila Bayley Construction 21-1-20189-007 =tlI SHANNON E M ENVIRONMENTAL DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: January 23, 2007 REPORT NO.: 2,63 SW FIELD REP.: Hilja K. Welsh PERMIT NO.: CT:N E/L OCAT10aN Westfield Shoppingtown Southcenter Expansion REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER A TEMP. Sunny, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: American Electrical Services /Jeff Money from 7:30 to 16:00 from to from to CONSTRUCTION OBSERVATIONS ,�• TOPIC AND.;. .::;, �. CATION ' DESCRIPTIO OF:FIELD ACTIVITY,.OBSERVAT1ONS , :. ;; ECOMMENDATONS TO OWNER: - =„ .':n _col»I _.. ,..., i '":5i4»✓".:+in�""5�:.",Y=.:v«ir� �:i [ ,.� ,. t.,: , ',..e;e .. e'.' 1 Further Action FAR #28 (Jan.22, 2007) Electrical Trench Backfill Observation At the request of the Westfield Corporation I visited the project site today to observe the removal of backfill for the electrical trench that was placed on 1/22/07 and placement of new backfill, as shown on Figure 1. The backfill consisted of 11/4 -inch recycled concrete with approximately 1 to 2 feet of clean sand placed directly on top of and around the electrical piping. While onsite, Jeff Money from American Electrical Services, removed the placed fill, replaced it in 2 foot lifts and compacted each lift with a track mounted hoe pack up to the surface of the trench. Once the trench was safe to enter I used a 1 -inch steel T -bar to probe the compacted fill. The probe penetrated 3 to 6 -inches indicating a dense condition. It is my opinion that the backfill placed today is within the project recommendations. The remainder of the electrical trench will be backfilled on 1/24/07. ATTACHMENTS Figure 1 Site Plan RECEIVED FEB 1 2001 co ++ iuNfly DEVELOPMENT !IMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the wont The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with Its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by Me Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures. construction site safety. quality of work and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 z 14. whiniIliili)y�,�...-.�....i fll awl illfil'.j „ Au 9u mild, }i �� *.*.-j im IR MIEN Ail li 5 'um Ilion -4 [milli.9: • y. y.'.. tion '11IIIIIII TIIIYI F111➢1i1 tea" N 1 Cn SiOffis - *LI r Mn Y ayyKUWyryti L.- 1 fl i S ANNON A MLSO us INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: January 24, 2007 REPORT NO.: 3 DA SW FIELD REP.: Hilja K. Welsh PERMIT NO.: J CT NAMEILO Westfield Shoppingtown Southcenter Expansion REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. sunny,40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Pavement Subgrade Evaluation E4 to E12 through M4 to M12 American Electrical Services /Jeff Money from 12:30 to 16:00 from to from to CONSTRUCTION OBSERVATIONS e:a n..,v..aw.y..,.a,. .... ...... . . .. !..,n :. Y...^. , .°e9:Ck>tCG.T.. ESCRtt ON,OF FIELD ACTIVITYOBSERVATIOtS JU`i[�.. ; ; e ''.> .:°PRECDM�iII*NDA7iOH5.'TBOWNFi`° =.::: FURTH PCTION �: ri 1 Electrical Trench Backfill Observation At the request of the Westfield Corporation I visited the project site today to observe continued backfill of the electrical trench, as shown on Figure 1. The backfill consisted of 11/4 -inch recycled concrete backfill with approximately 1 to 2 feet of clean sand placed directly on top of and around the piping. While onsite, Jeff Money from American Electrical Services, placed approximately 1 foot of clean sand above the electrical piping. He then placed fill in 2 foot lifts and compacted each lift with a track mounted hoe pack up to the surface of the trench. Once the trench was safe to enter I used a 1/2 -inch steel T -bar to probe the compacted fill. The probe penetrated 3 to 6 -inches indicating a dense condition. It is my opinion that the backfill placed today is within the project recommendations. 2 Pavement Subgrade Evaluation E4 to E12 through M4 to M12 At the request of the Westfield Corporation I evaluated the subgrade for the proposed parking lot, as indicated in Figure 2. The subgrade consisted of a gray, silty, sandy, slightly gravelly, clay. A 1/2 -inch steel T -bar was used to randomly probe the subgrade. The probe penetrated typically 2 to 3 inches and up to 1 foot as indicated ott Figure 1. It is my opinion that the prepared subgrade is within project recommendations. ATTACHMENTS Figure 1 — Site Plan LIMITATIONS: The Shannon & Wilson field representative is present on site sokly to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any nonconforming work or failure to reject any nonconforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's wont. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is sokly responsible for its means, methods, sequences, procedures. construction site safety_ quality of work. and adherence to the contract documents_ REVIEW BY (PM Initial/date) ��i� Z•�p •U7 Page 1 of 1 - i A�w L�(3�ii�ite1 u, 9_0, p Er�t�rr^M' CI 4:t �, U tF 111: 44 -. ■+�rifC ri&i 4a. .11a't �i�w VIE 4e,:Air. iw i:CIII(. l�liq04,!,41.44%,.. r-+.-• .I Ill i ! *i11iiE li r Li.m�aE zprF4. i m r� it' 014 �n�rF ���!F!� AFli��l, � i4�yRtwtw4fF.� lliroomullit=11. OW Aggi 40410 S,' 1i4C''^7 ww.lif��iq�.a f ,. qua. ..� i� ,rii i iii—�—u IIV t - _r�' -.• �1+#iJllit�l1:��f nau3 pnrr:li,�lr4111 '';4i�/.r'"H�l� n`f 1 ii. ii s3��A'lulw INu! nNui Ir A�V.. 14 ilio 4.4 #44 F""� ' 1 SHANNON &WILSON,1NC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT ECT; NAMEILOCATION PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: Westfield Southcenter Mall Expansion, Area A 21-1-20189-007 January 29, 2007 33 AJT D06-425 REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER 8 TEMP. partly Cloudy, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1330 from to CONSTRUCTION OBSERVATIONS ATTACHMENTS Figure 1 — Foundation Plan (Area A) Figure 2 — Augercast Pile Summary Table 1- Pile Length Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon @ Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with ib contract documents. Shannon & Wilson does aot have Me authority to direct the contractors work. Any information provided by Me Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initiai/date) 7a -07 Page 1 of 1 ".�z..w TOP1G two A Ltd . TI1?N. DESCRIPTION OF FIELD: iC VIIT l OBS RVA`rIONS ANDrc - RECO NDATIO S TO.O NN IIAME 1V. , ER .RECOMMENDED t tl *Eli ACTION " d, "R M :1t NEW: 1 Installation of Augercast Piles at Area A (Proposed Two -Story Shopping Mall & Theatre) I arrived at the project site today to observe the installation of augercast piles for Area A (Shopping Mall Expansion), as shown on Figure 1. Dewitt, the pile contractor, installed 8 augercast piles today. The pile was installed with a continuous flight auger suspended from a Manitowoc 85 crane. The soil profile for each augercast pile was determined from the soil cuttings and the behavior of the auger during drilling. All piles were drilled to the design depth or to refusal. Refusal was defined as less than 6 -inches of penetration over a 5- . minute period with the full down pressure of the auger being applied. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed today will support the specified design load. Piles 34, 38, 96, 92, 85, 32, 36, and 260 were completed without complications. None. ATTACHMENTS Figure 1 — Foundation Plan (Area A) Figure 2 — Augercast Pile Summary Table 1- Pile Length Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon @ Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with ib contract documents. Shannon & Wilson does aot have Me authority to direct the contractors work. Any information provided by Me Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initiai/date) 7a -07 Page 1 of 1 • ' ! \‘1, \N. If $L 4 • w. Cl e • t - a1- k, E/1 17 , 11: I N. ▪ -• i n ( 1 i:i1 i-ES21g •`-'4 . 3 A,1 I i ! :Ai AP li MEW' q i 1 L 1 _ • iI.1 t. ri• • _ 4, • ..J.1;- • i -1"!t. I. 'AvItTigure 1 Southcenter Mali Expansion, Area A _ .i.21-1-20189-007 k)ankart4 7411 /A04 - WM' . • .01) w m LU LU a 0 > z COMMENTS /REMARKS (EG.REBAR) 4 ca w w z PUMP CALIB z U o 7 C N °2o V Q U BE TABLE 1: PILE LENGTH SUMMARY (Augercast) JANUARY 29, 2007 TOTAL DEPTH: 497.0 feet 34 WWI 96 92 85 36 260 56 63 65 67.5 56.5 59 76 1/29/2007 1/29/2007 1/29/2007 1/29/2007 1/29/2007 1/29/2007 1/29/2007 1/29/2007 TABLE 1 =11 SHANNON iWILSOCONSULTANTSI: DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 January 30, 2007 34 AJT Dab -425 PROJECT NAJ EILOCATiON Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Clear, 40s I Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1030 from to CONSTRUCTION OBSERVATIONS >,° .,� a n T}lC'AIVt)_ L'O"CATEON ` ,�. ; bsCRIPTIbN of FIELD AC CttiiiTY, iDB.ERIAi [gNS ANb '' `.>° .. m RECOMMENDATIONS TO ,OWNER y ...,.... ll ER i " LOAtfIII�LaN€l D tQ C)1Alt5iE1 "c 1 Installation of Augercast Piles at Area A (Proposed Two -Story Shopping Mall & Theatre) I arrived at the project site today to observe the installation of augercast piles for Area A (Shopping Mall Expansion), as shown on Figure 1. Dewitt, the pile contractor, installed 3 augercast piles today. The pile was installed with a continuous alight auger suspended from a Manitowoc 85 crane. The soil profile for each augercast pile was determined from the soil cuttings and the behavior of the auger during drilling. All piles were drilled to the design depth or to refusal. Refusal was defined as less than 6 -inches of penetration over a 5 - minute period with the full down pressure of the auger being applied. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed today will support the specified design load. Piles 259, 31, and 35 were completed without complications. None. ATTACHMENTS Figure 1 — Foundation Plan (Area A) Figure 2 — Augercast Pile Summary Table 1- Pile Length Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any nonconforming work does not relieve the contractor from complying with in contract documents. Shannon & Wilson does not have the authority to direct Me contractors work Any information provided by the Shannon & Wilton field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety. quality of work and adherence to the contract documents. REVIEW BY (PM initiaVdate) � I5& 1* .07 Page 1 of 1 ,:, IV if 4- a if ' i �•._ rr 11 1-0i i! 4016.01. 4 • Figure 1 • it I .� _ 1'' i f `I -. II- • '�,w� j_11 ... Southcenter Mall Expansion, Area A _It .21-1-20189-007 �, januanj 301 200q- 0o 0 z z coa ti F 1 TABLE 1: PILE LENGTH SUMMARY (Augercast) JANUARY 30, 2007 TOTAL DEPTH: 184.0 feet =, i1 • 259 74 1130107 31 50 1/30/07 35 60 1/30/07 TABLE 1 gim SHANNON iWILSON; INC; IIII=IFOEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 2 1-1-20189-007 REPORT DATE: February 1, 2007 REPORT NO.: 35 SW FIELD REP.: AMT PERMIT NO.: D06-425 PROJECT NAME/LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER TEMP. Sunny, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1500 from to CONSTRUCTION OBSERVATIONS ATTACHMENTS Figure 1— Foundation Plan (Area A) Figure 2 — Driven Grout Pile Summary Table 1-- Pile Length Sumrnary LIMITATIONS: The Shannon A Wilson field representative is present on site solely to observe the Reid activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon d Wilson field representative and our acceptance of any non -conforming work or failure to reject any nonconforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon dr Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods. sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) "74,7. zb7 Page 1 of 1 TOPIC AND ! :DESCRIPTIONOBSERVATIONS AND RECOMMENDATIONS TON R... "_ . , _ ER_A O ;LOCATlOM RECOMMENDED O WNER ° 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) 1 arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 7 driven grout piles today. The piles.were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. AlI piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. Piles 336, 314, 288, 201, 151, 121, and 15 were completed without complications. None. ATTACHMENTS Figure 1— Foundation Plan (Area A) Figure 2 — Driven Grout Pile Summary Table 1-- Pile Length Sumrnary LIMITATIONS: The Shannon A Wilson field representative is present on site solely to observe the Reid activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon d Wilson field representative and our acceptance of any non -conforming work or failure to reject any nonconforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon dr Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods. sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) "74,7. zb7 Page 1 of 1 1! id il - L.= 11.11fkijill1o1 t ; ir n1191.* ivianom:!! ' t Figure 1 Southcenter Mali Expansion, Area A 21-1-20189-007 FtbrtActril it 2001- 0 a w C1 a z O 2 co 5 co 06 a z p Z z N N z Z3O ijt E v zP 1 N N E c fir 4 1 s 1 • O z TABLE 1: PILE LENGTH SUMMARY (Driven Grout) FEBRUARY 1, 2007 TOTAL DEPTH: 445.8 feet eq..-.. 336 : !'.' qb. 78 . ' L 2/1/07 11111111301 77 2/1/07 288 78 2/1/07 201 63 2/1/07 151 58.8 2/1/07 121 56 2/1/07 ®® 2/1/07 TABLE 1 • 11V SHANNON WILSON, iNC. ' GEOTECHNICAL AHD ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: EciNAMEiiboATiON1 Westfield Sonthcenter Mall Expansion, Area A 21-1-20189-007 February 2, 2007 36 AJT D06-425 REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Sunny, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from to from to CONSTRUCTION OBSERVATIONS 1O TOPIC AN ,: , ; LOCATION -:` ".. DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND a"-, -` .. W,;- RECOMMENDATIONS TO OWNER `: 1=ti .THER ACTION COMMENt EDTTO OW 1 Installation of Driven Grout Piles at Area A (Proposed Two - Story Shopping Mall & Theatre) No piles were installed today, due to lack of available piles on site. Installation is expected to continue on Wednesday, February 7, 2007. None. IATTACHMENTS None. LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informal of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any nonconforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM Initial/date) Page 1 of 1 � � SHANNON F�WILSON INC. EGEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 214-20189-007 February 7, 2007 37 A]T D06-425 ROJECT,NAME/LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER TEMP.Sunny, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1430 2 Inspection of Pile from to CONSTRUCTION OBSERVATIONS ATTACHMENTS Figure 1— Foundation Plan (Area A) Figure 2 — Driven Grout Pile Summary Table 1 — Pile Length Summary LIMITATIONS: The Stuntman & Wilson field representative b present on site solely to observe the field activities of the connector identified and keep our client informed of the progress and quality of the work. The presence and activities grilse Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractors work Any information provided by the Shannon & Wilson field inspector is intended solely to advise Me contractor of the technical requirements of the plans and specifications and/or design concept The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initiaVdate) ./1/(?, 'L •/z'7 Page 1 of 1 e :TOPIC AND • LOCATION ; ,DESCRIPTION OF; FIELD -ACTIVITY'OBSERVATIONSAND, RECOMMENDATIONSTOOWNER' F= -R ` s 11R ER; AC � lit .. _ �Of!Iw_ ENDE© OO i m� COMA • 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) I arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 10 driven grout piles today. The piles were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 ,or more blows per 1 inch of penetration. None. Piles 172, 170, 159, 165, 154, 67, 43, 20, 1, and 27 were completed without complications. 2 Inspection of Pile Today I inspected the backfill and compaction of the completed pile Further compact backfill Cap Backfill and caps using a V2 -inch steel T -bar probe. I found that the lift size used surrounding the pile caps; it Compaction for compaction was acceptable (1 -foot), however most of the backfill, surrounding the pile caps, was not of an acceptable compaction level, as I was able to penetrate the backfill between 8 to 12 -inches with the is not at an acceptable density. T -bar. I suggested to the contractor that he maintain his current lift size (of 1 -foot), however he needed to further compact the backfill material to an acceptable density (less than 6 -inches of penetration with T -probe). 1 will continue the inspection of the pile cap backfill on Thursday, February 8, 2007. ATTACHMENTS Figure 1— Foundation Plan (Area A) Figure 2 — Driven Grout Pile Summary Table 1 — Pile Length Summary LIMITATIONS: The Stuntman & Wilson field representative b present on site solely to observe the field activities of the connector identified and keep our client informed of the progress and quality of the work. The presence and activities grilse Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractors work Any information provided by the Shannon & Wilson field inspector is intended solely to advise Me contractor of the technical requirements of the plans and specifications and/or design concept The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initiaVdate) ./1/(?, 'L •/z'7 Page 1 of 1 • ;*i I F ;:1 .N„ 1 .111 :i'1 IL 1 A n 0 A, :Wl , i11l.i %Cita loll jII O --14-- #(: ' cf • 1 'Ri!Ilf�' c,� 311,E 41 UII1 iiu1J� L,I+SIJ 111 _tom, Ayu:'�1�=IMg .j �1 of . 1.iL. `'ic�it5 Lf ' `rim Figure 1 Southcenter Mall Expansion, Area A 11.21-1-20189-007 ht. ehruarii2.a0f- -A i l 1 I 1) G uJ. z i7 w • IT vi 0 z TABLE 1: PILE LENGTH SUMMARY (Driven Grout) February 7, 2007 TOTAL DEPTH: 364.8 feet 172 170 159 165 154 67 43 20 27 46 47.5 39.8 35 30 MOM 23 33 217107 2/7107 2/7107 2/7/07 2/7/07 2/7/07 2/7/07 217107 2/7/07 2/7/07 TABLE 1 In=111 SHANNON &WILSON, INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS GT NAME1LOCATION ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: Westfield Southcenter Mall Expansion, Area A 21-1-20189-007 February 8, 2007 38 AJT D06-425 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) I arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 3 driven grout piles today. The piles were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. None. Piles 28, 66, and 153 were completed without complications. 2 Installation of I arrived at the project site today to observe the installation of Augercast Piles at augercast piles for Area A (Shopping Mall Expansion), as shown on None. Area A (Proposed Figure 1. Dewitt, the pile contractor, installed 8 augercast piles today. Two -Story The pile was installed with a continuous flight auger suspended from a Shopping Mall & Theatre) Manitowoc 85 crane. The soil profile for each augercast pile was determined from the soil cuttings and the behavior of the auger during drilling. All piles were drilled to the design depth or to refusal. Refusal was defined as less than 6 -inches of penetration over a 5 - minute period with the full down pressure of the auger being applied. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed today will support the specified design load. Piles 290, 264, 230, 205, 316, 292, 266, and 232 were installed without complications. 3 Inspection of Pile , Cap Backfill and Today I inspected the backfill and compaction of the completed pile caps using a %-inch steel T -bar probe. I found that the lift size used Continue compaction Compaction for compaction was acceptable (1 -foot), however the backfill, surrounding the pile caps, was still not of an acceptable compaction level. I suggested to the contractor that he maintain his current lift size surrounding pile caps. The backfill material is not yet at an acceptable density. (of 1 -foot), and that he needed to further compact the backfill material to an acceptable density (less than 6 -inches of penetration with T - probe). I will continue the inspection of the pile cap backfill on Friday, February 9, 2007. LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work, The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contactor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initiaVdate) Page 1 of 2 .-111 SHANNON & ILSON; INC. GEOTECHNICAL AND ENVIRONMENTAL CONSUL DAILY FIELD ACTIVITY REPORT [PROJECT NAMEILQGAT.ION PROJECT NO.: 21-1-20189-007 REPORT DATE: February 8, 2007 REPORT NO.: 38 SW FIELD REP.: AMT PERMIT NO.: D06-425 Westfield Southcenter Mall Expansion, Area A CONSTRUCTION OBSERVATIONS (continued) ATTACHMENTS Figure 1 — Foundation Plan (Area A) Figure 2 — Driven Grout Pile Summary Figure 3 — Augercast Pile Summary Table 1 — Pile Length Summary LIMITATIONS: The Shannon A Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non conforming work does not relieve the contractor from complying with its con act documents. Shannon & Wilson does not have the authority so direct the contractors work Any information provided by the Shannon & Wilson field inspector is intended solely to advice the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initiat/date) Page 2 of 2 b I ill (9.: iv 1J 9 7-2 ® tr : • : rif „ • Ara 1_ _311 zr Figure 1 Southcenter Mall Expansion, Area A .21-1-20189-007 Fel,yuani ', loot O a W ce >-.Z Z ao M U! Z °4 OZ o 5z Z H co z W a d' w Z O w w a 1 W 0 Z tpl J aWZ O UQY N w 4- z azmt c -60 0 a of 0. ur 4 a o IS�M11%. t�n N N cV z N N N ('n N N 0.1 z W w z m14.1111CC 03CC 943 TABLE 1: PILE LENGTH SUMMARY (Driven Grout and Augercast) FEBRUARY 8, 2007 TOTAL DEPTH: 520.5 feet 66 MEM 290 264 230 205 316 292 266 232 32.9 34.6 39.5 58 53.5 46 46 56 50 46 ittit 2/8/2007 2/8/2007 2/8/2007 2/8/2007 2/8/2007 2/8/2007 2/8/2007 2/8/2007 2/8/2007 DG MEM AC ■ 1111 ■ 2/8/2007 2/8/2007 TABLE 1 MP' SHANNON �CNNICAL ANO t MLSONRONMENTAL � NC. DAILY FIELD ACTIVITY REPORT JtOjECT NAMEJLOCATION PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: Westfield Southcenter Mall Expansion, Area A 21-1-20189-007 February 9, 2007 39 AJT D06-425 REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Clear, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1530 from to CONSTRUCTION OBSERVATIONS i . 0 TOPIC AND :. LOCATION DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS ANi7 :.-RECOMMENDATIONS TO OWNER... F SER ACTION RECO MMENDED TO OW 1 Installation of Augercast Piles at 1 arrived at the project site today to observe the installation of augercast piles for Area A (Shopping Mall Expansion), as shown on None. Area A (Proposed Two -Story Shopping Mall & Theatre) Figure 1. Dewitt, the pile contractor, installed 12 augercast piles today. The pile was installed with a continuous flight auger suspended from a Manitowoc 85 crane. The soil profile for each augercast pile was determined from the soil cuttings and the behavior of the auger during drilling. All piles were drilled to the design depth or to refusal. Refusal was defined as less than 6 -inches of penetration over a 5 - minute period with the full down pressure of the auger being applied. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed today will support the specified design load. During the drilling of pile 291, the auger became plugged with sediments. The auger was flushed, the hole redrilled, and the pile completed without any further complications. Piles 166, 208, 231, 263, 289, 315, 168, 206, 233, 265, and 317 were completed without complications. 2 Inspection of Pile Today I inspected the backfill and compaction of the completed pile Continue compaction of Cap Backfill and Compaction caps using a V2 -inch steel T -bar probe. I found that the lift size used for compaction was acceptable (1 -foot); however the backfill, surrounding the pile caps, was still not of an acceptable compaction level. I suggested to the contractor that he maintain his current lift size unacceptable areas. 0 (of 1 -foot), and that he needed to further compact the backfill material to an acceptable density (less than 6 -inches of penetration with T - probe). I will continue the inspection of the pile cap backfill on Monday, February 12, 2007. ATTACHMENTS Figure 1 — Foundation Plan (Area A) Figure 2 — Augercast Pile Summary Table 1- Pile Length Summary LIMITATIONS: The Shannon do Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson fold representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor front complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures. construcdon site safety. quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) .-"4/5-1,2-42-7 Page 1 of 1 . .•:--: .); ..t.i .,- --.::::.... ‘11/4, : p %•--....k\ -.. i. --..... \\ I. • '1/4,,,• ;A. . r' ! -1 It; (Di 0 0 • i '4".4-ur Figure 1 2/1 Southcenter Mall Expansion, Area A 21-1-20189-007 FektY4ertjc zoo3- CC 2 JCC_ V ti W z O N� J ca zz z cc 111 COMMENTS 1 REMARKS (EG. REBAR) 0_wz WUo 04!- Fg O IN m 02 o) d W3 a r O w J • O LLa 0 0 cs- Otp- 0 c• "7-1 T .r' f+� LsTh t`N 0 a o+. M T 44`N CS - ri1 r AC) fi 0 T 4.01 N 00 e.S 1S cs O Lt'1.6 N c cv O N M CJ c D N M N r— -g w m 4— W 0 L R-6./ TABLE 1: PILE LENGTH SUMMARY (Augercast) FEBRUARY 9, 2007 TOTAL DEPTH: 621.0 feet 166 208 263 289 315 168 206 233 265 291 46 45 48.5 60 59.5 INICEEI 49 42 55 61.5 64 2/9/2007 2/9/2007 2/9/2007 2/9/2007 2/9/2007 2/9/2007 2/9/2007 2/9/2007 2/9/2007 2/9/2007 2/9/2007 2/9/2007 TABLE 1 RECEIVED :iiiSHANNON G7 Y `L SON, INC. /JAN 32007 400 N. 34Th STREET, SUITE 100 GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS COM P.O. BOX 300303 D�� SEATTLE, WASHINGTON 98103 SEATTLE • RICHLAND • FAIRBANKS • ANCHORAGE • ST. LOUIS • BOSTON • DENVER 206.632.8020 FAX 206.695.6777 TRANSMITTAL TO Mr. Patrick Burns Date January 29, 2007 Company Westfield Corporation Phone JAN 2007 Address 633 Southcenter Parkway Fax 22 Tukwila, WA 98188 Job No. 21-1-20189-007 SUBJECT SOUTHCENTER MALL EXPANSION, Permit D06-425 THE FOLLOWING ITEMS ARE TRANSMITTED: ITEM DATE NO. DESCRIPTION DOCS JAN 2007 10 DAILY FIELD ACTIVITY REPORTS THROUGH JANUARY 26, 2007 , JANUARY 22 Per your request - For your approval - For your information For your files -- For your review - For your action- Return with comments - Other Hello Patrick: Attached are our field activity reports Nos.28 through 32 for the past week of pile driving and drilling. I'm available at (206) 695-6875 if you have any questions. Thank you, Martin W. Page, P.E., L.E.G. Associate Cc: City of Tukwila Bayley Construction 21-1-20189-007 IMP SHANNAND ON &WILSON INC. DAILY FIELD ACTIVITY REPORT. PROJECT NO.: 21-1-20189-007 REPORT DATE: January 22, 2007 REPORT NO.: 28 SW FIELD REP.: AJT PERMIT NO.: D06-425 'ROJ C NAM ILOCAT[ON Westfield Southcenter Mall Expansion, Area A 4N 8 2004 REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER TEMP. Overcast, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1600 Area A (Proposed from to CONSTRUCTION OBSERVATIONS .'n max' .. t. ''' ` °TOP C AND; LOCATION DESCRIPTION OF FIELD ACTMTY, OBSERVATIONS� .N..,_ ' ' "' RECOMMENDATIONS fD ONNO : , ' ' ' ' ' ' ' : " JtTHER ^. COMMObt IG lea= Installation of I arrived at the project site today to observe the installation of None. Augercast Piles at augercast piles for Area A (Shopping Mall Expansion), as shown on Area A (Proposed Figure 1. Dewitt, the pile contractor, installed 9 augercast piles today. Two -Story The pile was installed with a continuous flight auger suspended from a Shopping Mali & Manitowoc 85 crane. The soil profile for each augercast pile was Theatre) determined from the soil cuttings and the behavior of the auger during drilling. All piles were drilled to the design depth or to refusal. Refusal was defined as less than 6 -inches of penetration over a 5 - minute period with the full down pressure of the auger being applied. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed today will support the specified design load. Piles 196, 200, 146, 192, 87, and 84 were completed without complications. During drilling of piles 99, 94, and 91 the auger became plugged with sediments. The auger was flushed, the hole redrilled, and the pile completed without any further complications. ATTACHMENTS Figure 1— Foundation Plan (Area A) Figure 2 — Augercast Pile Summary Table 1- Pile Length Summary LIMITATIONS: The Shannon @ Wilson field representative is present on site solely to observe the field activities of the contractor Identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non-conforniing work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon do Wilson does not haw the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of Me technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/clate) Page 1 of 1 7 r., . 4. .71 --- 11C2-) 1 CO. . ..... 11r: -1 -47(14! 4,4i5 +Figure 1 Southcenter Mall Expansion, Area A __ .21-1-20189-007 1 f I a) z 0 w at$ Z t 0 Z z >- w w uJ cr w cr uJ CC co z ILI IL tut). - 0z 0 °La— o-1E°' C4 sir% tt% s. 7-3 ..mont Cs.1 E t'S 1-1 rr- rt‘ Ur% Ut • • c4. • cNI uN'c' tr' Is- LP 0 u. u - o 0- c-4 LL is\ tN-- c.4 c•-.) \ C) c•Ck 137; rc.c.-..SI 52% I I cr- g er- IS% cc z 0 cnr-- 0 Z ti. TABLE 1: PILE LENGTH SUMMARY (Augercast) JANUARY 22, 2007 TOTAL DEPTH: 537.5 feet 196 63 1/22/07 200 62.5 1/22/07 146 63 1/22/07 192 62.5 1/22/07 99 59.5 1/22/07 94 56 1/22/07 91 59 1/22/07 87 57.5 1/22/07 84 54.5 1/22/07 TABLE 1 SHANNON WILSON, INC. NIMPr GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT ROJECT=NAMt;JLOCAi1ON PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: Westfield Southcenter Mall Expansion, Area A 21-1-20189-007 January 23, 2007 29 AJT D06-425 REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1400 from to CONSTRUCTION OBSERVATIONS 0, n; PIC AND ' OCATION . DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND: ' ;, RECOMM1 NDATIONSTOOWNER _ sx Ftl1tTt ER ACTION..... -; ECO061DEL OOWNE 1 Installation of Augercast Piles at I arrived at the project site today to observe the installation of augercast piles for Area A (Shopping Mall Expansion), as shown on None. Area A (Proposed Two -Story Shopping Mall & Theatre) Figure 1. Dewitt, the pile contractor, installed 10 augercast piles today. The pile was installed with a continuous flight auger suspended from a Manitowoc 85 crane. The soil profile for each augercast pile was determined from the soil cuttings and the behavior of the auger during drilling. All piles were drilled to the design depth or to refusal. Refusal was defined as less than 6 -inches of penetration over a 5 - minute period with the full down pressure of the auger being applied. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed today will support the specified design load. Piles 33, 37, 83, 86, 90, 95, 97, 88, 89, 98 were completed without complications. 2 Inspection of Trench Backfill I visited the site today to inspect backfill operations for the sewer line utility trench located to the east of the Sears Building, as shown on Figure 3. According to conversations with contractors of Lloyd Excavation, Inc. it is my understanding that the utility trench was approximately 12 feet deep. The bottom 10 feet of trench was backfilled with Class 17 sands to protect the PVC sleeves for the sewer lines. The contractor placed approximately 1 -foot lifts of sand above the sewer pipes and compacted this material in a single lift with an excavator -mounted hoe -pack. Above the sand an 18 -inch layer of crushed base course was placed and capped with a cold -mix asphalt. I used a 'h -inch T -bar to evaluate the exposed portions of the crushed base coarse and the Class 17 sands. After compaction, based upon the penetrations of the T -bar using moderate force, it is my opinion that the material was compacted to a dense and unyielding condition. LIMITATIONS: The Shannon 41 Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any nonconforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractors work Any information provided by the Shannon & Wilson field inspector s intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) 7/X7/,,7- Z( -07 Pagel of 2 =1 1 SHANNON&WILSONa INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 211-201$9-007 REPORT DATE: January 23, 2007 REPORT NO.: 29 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAME/LOCA11ON Westfield Southcenter Mall Expansion, Area A CONSTRUCTION OBSERVATIONS (continued) ATTACHMENTS Figure 1 — Foundation Plan (Area A) Figure 2 — Augereast Pile Summary Figure 3 — Site Map of Utility Trench Location (Sewer Line) Table 1- Pile Length Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work orfailure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advice the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) /7Z ?'o7 Page 2 of 2 Fir ° h ir ws —1—"\--- \ —.c\-- \ i ) 11 Al 0 o ice;_.. Hi '14-.7_-}C" __ _ 1 Pfc. „ j i �r=fTYIV. I;:j i/1 54t liftl'pli iJ "; Figure 1 Southcenter Mali Expansion, Area A .! . 21-1-20189-007 1 7-) A N 0 c't 0 g. tsN 7-7 tM M Nti C-4 r N 41 0 N cl N IS , N O M C� CS— trt M 1.1 Q. 0 1.6 et- 0 [v N too c}- r`v 0 l.6 0 c -4 ‘SJ c .O 0 0 CJ 0 1— czP Lc% m 4 O LL ups S S v � N `4‘A §D 1 y 0 z 0 .0 a a s` c .I.t---- r TABLE 1: PILE LENGTH SUMMARY (Augercast) JANUARY 23, 2007 TOTAL DEPTH: 584.0 feet 33 48 1/23/07 37 51 1/23/07 83 52 1/23/07 86 65 1123/07 90 59 1/23/07 95 65 1/23/07 97 61 1/23/07 88 58 1/23/07 89 64 1/23/07 98 61 1/23/07 TABLE 1 111111� SHANNONWILSON, INC. GEOTECHNICAL ANO ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 January 24, 2007 30 AJT D06-425 ROJ '- NAME/LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Clear, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1600 from to CONSTRUCTION OBSERVATIONS p'y TOPIC ANOFDESCRIPTION LOCATION OF.TIELO ACTIVITY,. OBSERVATIONS " RECOMMENDATIONS TO.OWNER ." ="w .. R OMMENf OWNER: 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) 1 arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 16 driven grout piles today. The piles were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. Piles 52, 30, 54, 55, 42, 65, 62, 93, 60, 51, 50, 49, 48, 105, 130, and 161 were completed without complications. None. ATTACHMENTS Figure 1 — Foundation Plan (Area A) Figure 2 — Driven Grout Pile Summary Table 1— Pile Length Summary LIMITATIONS: The Shannon d& Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any nonconforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods. sequences, procedures. construction site safety, quality of work. and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 ;qoat I �r r f�� i._ a 0 p An, - L. r iI 1 t "41 -Figure 1 Southcenter Mall Expansion, Area A art .21-1-20189-007 .(4) . Jcnua 24-1 /DDT - • �1 • <o 0 N � 0 z � 8 5z Q = c z ' w a F a 1 41•7 z iza111 cc.5 IT- . • • CSS Ct" O y tot r avoir t. 1 C4 04, C� N LL In 2 6 iat0 z z C7 f1G1zJ TABLE 1: PILE LENGTH SUMMARY (Driven Grout) JANUARY 24, 2007 TOTAL DEPTH: 701.4 feet 52 42 1/24/07 30 40 1/24/07 54 42.8 1/24/07 55 43 1/24/07 42 53 1/24/07 65 55 1/24107 62 52.8 1/24/07 93 55.8 1/24/07 60 48.7 1/24/07 51 38 1124107 50 35.1 1/24/07 49 33.9 1/24/07 48 32.5 1/24107 105 38.7 1/24/07 130 43 1/24/07 161 47.1 1/24/07 TABLE 1 X111 SHANNON &WILSONINC. TCONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 January 25, 2007 31 AJT D06-425 RQJEC" NAME/LOCATION Westfield Southcenter Mail Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER 8 TEMP. Clear, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1330 from to CONSTRUCTION OBSERVATIONS ANO TOPIC AND LOCATION - DESCMOV 4:0 D ACTNFTY; OBSERVATIONS AND x 12EOM. E,NokTIONs TO OWNEit;.:' ,. Ft'1 O + RE ? MEND DTo:-' ER 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) 1 arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 11 driven grout piles today. The piles were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. Piles 171, 173, 160, 162, 128, 129, 127, 104, 19, I7, and 29 were completed without complications. None. ATTACHMENTS Figure 1 — Foundation Plan (Area A) Figure 2 — Driven Grout Pile Summary Table 1 — Pile Length Summary LIMITATIONS: The Shannon d Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon d Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The conn -actor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) 1zq-c7 Page 1 of 1 it JJ ir ! 0 6 0 :al _ I . • -7 - ; .1•1. t les "1+. Fi gure 1 k Southcenter Mall Expansion, Area A 21-1-20189-007 (1) lanu a v vs' n1 2,001- 1- 0 a. w ir 2 N 0 5 J _z W J a 0 J_ Z 0 z CO H ' as 2 2 Z _O LIZ az a ANN A 0 Obi Z O 3 w K ; fil • d. Q Ir w a 0 N 1 2 ets 0 4 1r • 1 w 0 z FlC22 TABLE 1: PILE LENGTH SUMMARY (Driven Grout) JANUARY 25, 2007 TOTAL DEPTH: 469.8 feet %O! 173 160 162 128 129 197 104 19 17 29 46.9 50 45 48 42.5 43.5 40.5 40.7 39.8 35.9 1/25/2007 1/25/2007 1/25/2007 1/25/2007 1/25/2007 1/25/2007 1/25/2007 1/25/2007 1/25/2007 1/25/2007 1/25/2007 TABLE 1 SHANNON iaWILSON, INC. Ittttllllti DEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 January 26, 2007 32 AJT D06-425 PROJECT NAMEILOCATION Westfield Southcenter Mall Expansion., Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Partly Sunny, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1400 from to CONSTRUCTION OBSERVATIONS .. 1: T C . OPIC AND -,".` tLOCATION Ip,.. .F I =}.: f]E3CR„TIDIV-a FIELD ACT VITY;:QBSERj11kTIt7N:t-AG1CY. RE OMMENDATIONS TO: OWNER sT G > ' ax FURTHER ACl1': ,=5:;, = �REC W QNIME bEi��T ER' 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) I arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 10 driven grout piles today. The piles were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. Piles 18, 64, 41, 63, 40, 61, 39, 202, 150, and 120 were completed without complications. None. ATTACHMENTS Figure 1 -- Foundation'Plan (Area A) Figure 2 — Driven Grout Pile Summary Table 1 — Pile Length Summary LIMITATIONS.: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise Me contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM Initial/date) Page 1 of 1 .Id bc' 1r y 6„, --- 13'1 6- 1, Izirtittil, 1i i( kf j 1 j S� I -f ° n .i.i I.�. ' f , . ;` ,ate .:14:.,.,.,..., `'"' _4_,__11„_,.,. ,, i 13 t: ,1,4,_ I •41 Ii..1 ...Ij ._ __,Q -�, Q_ I •I �.1f_ i� .FII _...E_ � -USI- 1- I -I--E'F-', Ij l II �-'.�.... � 3-'~`•Y �•-F.. A� , 1 1i .L �'�f! 1}. `� Vii. 1 + 1 . �I „ I I i II 117, . •+. -.- ;14Idiiiiiiii. iie4 20 �.�4 .. :; . 'I Figure 1 111:i N ` '�Southcenter Mali Expansion, Area A ' I\ - —21-1-20189-007 � .IL : .LH , h JQ n titarK 2 s zocrt SAI -AI , 1 I 4 .L 4 i a 1 1r' I 1 L } 1 ! ,fffj 113 trek.- (4 - Lo 1-- 00 ffkmboN1 Alas a Z • 0 _• J LA Z O o p Z g— Z J Q 1- ) .� •a Z• W J s) U 11 z ij 0 co c c4s.ks,4-v•is44 z 0 10 s z 0 1.00Q�� 044 a- 1 U 1 w J IL 0w N W X WEIL K 1Y w a Nal w a a TABLE 1: PILE LENGTH SUMMARY (Driven Grout) JANUARY 26, 2007 TOTAL DEPTH: 517.3 feet 18 36 1126/07 64 54 1/26/07 41 52 1/26/07 63 52.8 1/26/07 40 46.5 1/26/07 61 49 1/26/07 39 45 1/26/07 202 66 1/26/07 150 59.1 1/26/07 120 56.9 1/26/07 TABLE 1 op TANTS SHANNON 6WILSON .ICHNICAL AND ENVIRONMENTAL CONaULNC. SEATTLE • RICHLAND • FAIRBANKS • ANCHORAGE • ST. Louis • BOSTON • DENVER RECEIVED 400 N. 34Th STREET, 1JAN 2 g 2001 P.O. Box 300303 COMMuNny SEATTLE, WASHINGTON 98103 DEVELORAEN1106.632.8020 FAX 206.695.6777 TRANSMITTAL TO. Mr. Patrick Bums Date January 25, 2007 Company Westfield Corporation Phone DAILY FIELD ACTIVITY REPORTS , JANUARY 8 THROUGH JANUARY 19, 2007 Address 633 Southcenter Parkway Fax Tukwila, WA 98188 Job No. 21-1-20189-007 SUBJECT SOUTHCENTER MALL EXPANSION, Permit D06-425 THE FOLLOWING ITEMS ARE TRANSMITTED: ITEM DATE No. DESCRIPTION DOCS JAN 2007 10 DAILY FIELD ACTIVITY REPORTS , JANUARY 8 THROUGH JANUARY 19, 2007 - Per your request -- For your approval vFor your information - For your files - For your review - For your action- Return with comments - Other Hello Patrick: Attached are our field activity reports Nos.18 through 27 for the past 2 weeks of pile driving and drilling. I'm available at (206) 695-6875 if you have any questions. Thank you, Martin W. Page, P.E., L.E.G. Associate Cc: City of Tukwila Bayley Construction 21-1-20189-007 Elil SHANNON 6VV LSON, INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 January 8, 2007 18 AJT D06-425 ROJECT `NAME/LOCATION Westfield Southcenter.Mall Expansion, Area A REPORT SUBMITTED TO:47' 'a CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0930 to 1200 from to CONSTRUCTION OBSERVATIONS .e:: t«.. NO. 5rrn: ^'via°••,, -e-! ,.�x.,,.y.,. �,y. ,, <, TOPIC AND; LOCATIt Yr -:.:a`.'.-'•... ., ., :+t. - __ - ..p- .. ES.C:.R.tat.PT. 1ON�,.Oe_1F... FIELD D ACTIVITYOBSERVATIONS REDOMMENDATiONSTO.OWNER: ,-- _. - TR '(RECOM DED,tO O W NER . 1 .installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) I arrived at the project site today to observe the installation of augercast piles for Area A (Shopping Mall Expansion), as shown on Figure 1. Dewitt, the pile contractor, installed 2 augercast piles today. The pile was installed with a continuous flight auger suspended from a Manitowoc 85 crane. The soil profile for each augercast pile was determined from the soil cuttings and the behavior of the auger during drilling. All piles were drilled to the design depth or to refusal. Refusal was defined as less than 6 -inches of penetration over a 5 - minute period with the full down pressure of the auger being applied. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed today will support the specified design load. Piles 198 and 195 were completed without complications. However, after installation, the auger -rig broke. Installation is expected to continue on Tuesday, January 9, 2007 with driven grout piles. None. Figure 1— Foundation Plan (Area A) ATTACHMENTS Figure 2 — Augercast Pile Summary RECEIVED ,JAN 2 6 2001 COMMUNVTY DEVELOPMENT IJMITATIONS:: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon Qe Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept The contractor is solely responsible for its means, methods, sequences, procedures. construction site safety. quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 1:1 t, Ili • 111 tat c.) i ! ____$=.= „.. 1 1 -E---------- -4 ! ....! \,...i,.2,... 1 -E7-r-- --f- I i Hi. i 1 ' i , • -:-....,..,- !!1 1I1I 4 11 1 ! i • . 1 :--- --.::------ •,..I.J. i. {•."f: i . kr--1--- 4 - ! 1/ r ! 1 s ' u:::7-- _ ....... 1 li • f.6 • ! 1 1 . .-4 1.:1-...41.11:1 • ,,, -L -'--.1-41-i I ' .111-01 - .. 'a 141; I! . i1,1 1.___1114iT: . .4ai.,:-.1rimmimpientreir ., _ ql,111Flitz...,,_,,;: MINING*Iejew ° 0 0 0 -TJ; .1.174;(.4-11:441tH. 1 -Q.19 L11 1- N. 11:14! E It -Figure 1 Southcenter Mall Expansion, Area A 21-1-20189-007 41. in Asi arm a .07nn7- 2 a 5 J • o(' W DATE V g /o JOBNO. z-I-PiIA oo7- PERMIT NO. POW -l.}20 AUGER DIAMR, LENGTH CONCRETE PUMP CALIBRAT1ON DATE OF CALIBRATION 2y' II 7100' 'v/ y I VOL PER STROKE (FT ) x EFFICIENCY , ACCEPT- ANCE COMMENTS / REMARKS (EG. REBAR) Y c ca 5st ( � Oxym gt. 1 ... 4- .c a s": 0:4' N2sf�ield Cor pc-)iY' LENGTH PILE LOAD INTO CAPACITY CUTOFF BEARING TO TIP STRATUM • c:-.2,..i,.L., 0 U cv c-3 • v ,p z. d j w- N cam! az t Cr 0 LL �I� 2 I SHANNON �SONaI�NC. DAILY FIELD ACTIVITY REPORT ROJECT I+1AMFILOCATION PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: Westfield Southcenter Mall Expansion, Area A 21-1-20189-007 January 9, 2007 19 AJT D06-425 REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. , Overcast, 30s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1600 from to CONSTRUCTION OBSERVATIONS ,ANO, TOPIC ANTS' " LOCATION '. DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS ANti:'' _.....'.w 'RECOMMENDATIONS TO OWNER ;'m Fi IER,ACTIO RECOMMEND 'TO OWNER, 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) 1 arrived at the project site today to observe the installation of augercast piles for Area A (Shopping Mall Expansion), as shown on Figure 1. Dewitt, the pile contractor, installed 12 augercast piles today. The pile was installed with a continuous flight auger suspended from a Manitowoc 85 crane. The soil profile for each augercast pile was determined from the soil cuttings and the behavior of the auger during drilling. All piles were drilled to the design depth or to refusal. Refusal was defined as less than 6 -inches of penetration over a 5 - minute period with the full down pressure of the auger being applied. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed today will support the specified design load. Piles 199, 195A, 191, 144, 188, 141, 184, 180, 177, 197, 194, and 193 were all completed without complications. None. ATTACHMENTS Figure 1 -- Foundation Plan (Area A) Figure 2 — Augercast Pile Summary • LIMITATIONS.: The Shannon do Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve Me contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's wank Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safely, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) /-pS 07 Page 1 of 1 1 %At ••.., t., • sox, elf IIL IL 0 ! „ 9 ts NO, liktf"'l7' ,!- ! j Figure 1 , 1 Mt Vet Southcenter Mall Expansion, Area A L21-1-20189-007 irmianviA a. fa 0 TN z F 0 dz,g 2 44 7-1-3 0 • "ci d •‘; Z /z - 2 < uu Z P. in I 0 Fs} ccz AUGERCAST PILE SUMMARY RAno ACCEPT- Ais ANCE COMMENTS! REMARKS (EG. REBAR) Y or N . • •• 1 / . s si. .. . ., • 4'--- • : -7, 71,-) 7) 71473 ' -..). 7-• 7-1 7? .1•1•••••• .. .r. ... ..••••• •, , *wi dri n ..... • ., ' .i.,.. . - .1•00 -1 - im.... f ' %T.: . U• 0 - tr. ZAI 37244, 2054/1 'A't 0 ci n & 'AI- a, r$,. • 0 - ELEVATION LENGTH NO. PILE • PILE LOAD NO. OF . Iwo PUIVIP GROUND TIP - . CUTOFF CUTOFF BEARING CAPACMf STROKES . r .11Pr sTRA-rum ' 4 1‹: 1::. a .4Z11 ,, .it,4".^:A.:*.i.-. 1 ki. C;:j. IE., et% (4 ..cs- LIZ i=:• , Wt Qr darA,C" Is. el tr• -el e3 EgreP.V7 ves i , •••-17-i_ tr% (=XI l• 1 t •-- In! 44.3) • •, F"4- t CVS 1 . „,, _, ---c-.) .,...--...., it,4---- '----...---' air.: - '.----.. ,, ,___,*. (15— ‘3 ' 4........ 0. ..."Tr *- "".--. ....."...,...... (uJ 73 rica.c2„. =111 SHANNON AND fIwALSON INCL . DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 January 10, 2007 20 AJT D06-425 PROJECT NAMEIL '"ON Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast and Windy, 30s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1600 from to CONSTRUCTION OBSERVATIONS ATTACHMENTS Figure 1 — Foundation Plan (Area A) Figure 2 — Augercast Pile Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of rhe work- The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractors work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety. quality of work, and adherence to Me contract documents. REVIEW BY (PM initial/date) /`/, 67 Page 1 of 1 TOPIC AND, - LOCATION°-� :g DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS '' RECOMMENDATIONS TO OWNER- 1'1 ER CTtO1+i, ECOMi1 ENDS T D -O6 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) 1 arrived at the project site today to observe the installation of augercast piles for Area A (Shopping Mall Expansion), as shown on Figure 1. Dewitt, the pile contractor, installed 13 augercast piles today. The pile was installed with a continuous flight auger suspended from a Manitowoc 85 crane. The soil profile for each augercast pile was determined from the soil cuttings and the behavior of the auger during drilling. All piles were drilled to the design depth or to refusal. Refusal was defined as less than 6 -inches of penetration over a 5 - minute period with the full down pressure of the auger being applied. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed today will support the specified design load. Piles 145, 187, 183, 142, 179, 176, 224, 190, 143, 186, 140, 182, and 178 were all completed without complications. None. ATTACHMENTS Figure 1 — Foundation Plan (Area A) Figure 2 — Augercast Pile Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of rhe work- The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractors work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety. quality of work, and adherence to Me contract documents. REVIEW BY (PM initial/date) /`/, 67 Page 1 of 1 • 4,. Tk jfti 1 o9. • K P -V k = j 1 � I I I I IIj 4llr�1 011415 thf CM war AI 041 415.- f, I ;., il� j�,,� ,r•-- rr i•1 i ---i f •-'i::i `�T,= = i.'� T 1 ® i cel ;'i j 11 AfitL '43- ..-til, trii�p0101 II 4= iSr.'`ysiser}q�� �, O iF () !07.110:1, frFigure 1 Southcenter Mall Expansion, Area A _I-21-1-20189-007 , l„v,,, ,1 Vu In. ' nni-- a. tmwriririrI 0 6.7 W 2 ccU 0 a DATE I/1D/0 JOB NO. , gq- .y11� PERMIT NO. p b - 44"7 CONCRETE/,PUMP CALIBRATION DATE OF CALIBRATION W I c/ 14 VOL PER STROKE (FT ) x EFFICIENCY ACCEPT - ANC COMMENTS i REMARKS (EG. REBAR)N f r a (s., TI t,<3 ° -5. ti 4 a'en 5 f‘-- --- • 's° Z- rs1 r g? (‘'N JED' -r-1 A' t- -T. v N r -v., lig in -A ts: Tr': CSA n 4 cfzi,- •�v. 7IP AUGER DIAMETER, LENGTH ?tea/IDO1 PILE LOAD NO.OF VOL OF CAPACITY PMP GROUT STROKES (T ) A g # T t pz I 144'' t #S. v tt` LS' i d' l.s � M GuENT\Nesifield C,on6rdi0v1 -A -Z: 1 a o1� '‘?'P1 Yc ELEVATION LENGTH PILE _ NO.INTO GROUND TIP CUTOFF CUTOFF BEARING TO TIP STRATUM p 0 o c)c) o pp pc, u, o T CONTRACTOR Gcg l- CDn Siroi51 +0 ti/ Is Lr Q. a O V V L� :; 1S c c (z-. u- �'- r � cJ CJ S 1 1• '11" 4 ti ► t i 1 I 1 t ts, rf– +1 — c,r, J c -A F .---, A -4z) c4-` cz. ,..1 ��rr ,..t>.— _. — —. . O z n w z NMI 1.111 SHANNON WIENVIRONMELSON, DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: January 11, 2007 REPORT NO.: 21 SW FIELD REP.: AJT PERMIT NO.: D06-425 ROJECT NAMEILOCAT1ON Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Snow, low 30s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 0900 from 1200 to 1700 CONSTRUCTION OBSERVATIONS .: ..., ..h .`TOPIC AND` LOCATION' „`.` : ..,.. .� _,... ..�.,,m _ - :.-'-°g. e, W.,�-y-.:: ESCRIPTION'OF FIELD ACTIVITY OBSi=t2VA IONS AN17 .' .. _.. _- RECOMMENDATIONS TO OWNER ",.. mm "*'"' z,,7,:n-•.°,0;-,0,1,7r»2. .'k'''., ,'ig' "=Fk1RTHER:ACTIO1�t , ,c RECOMMENrbOttOOWNE . 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) I arrived at the project site today and discovered that pile installation was delayed, due to poor weather conditions. Upon my return to the project site, I observed the installation of augercast piles for Area A (Shopping Mall Expansion), as shown on Figure 1. Dewitt, the pile contractor, installed 4 augercast piles today. The pile was installed with a continuous flight auger suspended from a Manitowoc 85 crane. The soil profile for each augercast pile was determined from the soil cuttings and the behavior of the auger during drilling. All piles were drilled to the design depth or to refusal. Refusal was defined as less than 6 -inches of penetration over a 5 - minute period with the fill' down pressure of the auger being applied. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed today will support the specified design load. Problems occurred during the installation of piles 181, 185, and 139. Pile 181 was drilled without any complications, however the grout delivered was of the wrong consistency (not enough water); thereby causing problems with the rebar cage installation. New grout was delivered, the hole was redrilled and the pile was completed without any further complications. During the installation of piles 185 and 139, the auger became plugged with sediments; It was then retracted and flushed, and the pile was redrilled to refusal and regrouted without complications. Pik 189 was installed without any complications. None. , ATTACHMENTS Figure 1 — Foundation Plan (Area A) Figure 2 — Augercast Pile Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve Me contractor from complying with its contract documents_ Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and speciications and/or design concept. The contractor is solely responsible for its means. methods. sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 • . , or; j. _Tt hi `0li ,9 1:41 • • • N. • IAP,_ 1 . • 09. ss. • r • F. II 4 I! 11 ,. 117':•,Ifli. -74 -k-,T.,,,-,16-:;, I! ...;ir. i-1 1 li• tV,'"Iii II t. .. ) ,-,krils,111 - •1 0 1 I , ! Anti ATte:-r-6. i? 3 "a • • I I Southcenter Mall Expansion, Area A _ 21-1-20189-007 Au. IA I 17 11112-- cc J E. v ce0w g w COMMENTS/ REMARKS (EG. REBAR) 4 0 -• EL w a c CL r). 2 7-1'71 -777 Crdcr g Q N M Li` -•-- ELEVATION. 0 cr Lsi CO 0 LS` M Cr w w Z Ci y I -t&,2 SHANNON WILSON,GEOTINVIRONMENTAL LTAN NC., DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: January 12, 2007 REPORT NO.: 22 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT; NAM E/LOCATZON Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Cold, teens Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from to from to CONSTRUCTION OBSERVATIONS NO TOPIC AND LOCATION.; '" , :_ DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS,A a . RE ' COMM EENDATIONS TO OWNER ' ' : -.: : < - eFURTHER ACT1 RECOMMENDED TOMOWNNER 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) No piles were installed today, due to poor weather. Installation is expected to continue on Monday, January 15, 2007. - None. ATTACHMENTS None. LIMITATIONS: The Shannon & Wilson field representative it present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance ofany non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon if Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initiaVdate) Page 1 of 1 ffl SHANNON toWILSONeI�NO DAILY FIELD ACTIVITY REPORT rPR0JEcT NAMEILOCATION PROJECT NO.: 21-1-20189-007 REPORT DATE: January 15, 2007 REPORT NO.: 23 SW FIELD REP.: AJT PERMIT NO.: D06-425 Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER 8 TEMP. Cold, 20 to 30 Client Westfield Corporation . General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1530 (Proposed Two - from to CONSTRUCTION OBSERVATIONS NC'ry e .. •TOPIC°AND LOCATION ' � , ... , - . ?DiSNOFFIELCIACTIViTY OB�EIi:V�►`iiONS�'AI�D'P E. C�RI�'i"tORECOMMENDATIONS TO OWNER ` ..:'�".� �� " :. : ' OM E oWN 1 Installation of No piles were installed today, due to problems with the auger. None. Driven Grout Piles at Area A Installation is expected to continue on Tuesday, January 16, 2007. (Proposed Two - Story Shopping Mall & Theatre) 2 Inspection of Previously- I visited the site today to observe backfill operations for the sewer line utility trench located to the east of the Sears Building, as shown on Compacted Figure 1. According to conversations with contractors of Lloyd Material in Utility Trench Excavation, Inc. it is my understanding that the utility trench was approximately 12 feet deep. The bottom 10 feet of trench was backfilled with Class 17 sands to protect the PVC sleeves for the sewer lines. The contractor placed approximately 2 -foot of sand above the CDF and compacted this material in a single lift with an excavator - mounted hot pack. Above the sand a 12 -inch layer of crushed base course was placed and capped with a cold -mix asphalt. I used a %- inch T -bar to evaluate the exposed portions of the crushed base coarse. After the first compaction, I told the contractor that 2 -foot lifts were not acceptable and that he needed to reduce the lift to no more than 12 - inches; he obliged. After a second compaction, based upon the penetrations of the T -bar using moderate force, it is my opinion that the .material was compacted to a dense and unyielding condition. IATTACHMENTS Figure 1 — Foundation Plan (Area A), sewer line utility trench location. LIMITATIONS: The Shannon do Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the wort The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to refect any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's wort Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY, ((initial/date) ,•� ,® ,'' 7.07 Page 1 of 1 ��]] SHANNON IWILSONENVIRONMENTAL aI`NC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 January 16, 2007 24 AJT D06-425 PROJECT.NAM ROCO?ION Westfield Sonthcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Snow, 20s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geatechnlcal Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from to from to CONSTRUCTION OBSERVATIONS NO. TOPIC AND LOCATION DESCRIPTION OF FIELD ACTIVITY,OBSERVATIONS MEi3%; :;<> s, - ' RECOMMENDATIONST0°OWNEFt:: ` _.'-=.' : . FtJRTHEltrl ilON . RECOMMENDED?TO 0WAlER- • 1 Installation of Driven Grout Piles at Area A (Proposed Two - Story Shopping Mall & Theatre) No piles were installed today, due to poor weather. Installation is expected to continue on Wednesday, January 17, 2007. , , None. ATTACHMENTS None. LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe thefold activities of the contractor identffied and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon A Wilson field representative and our acceptance of any noon -conforming work or failure to reject any non -conforming xnrk does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 X11 J SHANNON iWILSON, INC IMF GEOTECNNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: January 17, 2007 REPORT NO.: 25 SW FIELD REP.: AJT PERMIT NO.: D06-425 [1:'.70toJEctiNm' EILOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, 30s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1630 from to CONSTRUCTION OBSERVATIONS p,,, .NO. "', TOPIC AND .a LOCATION , ' DESCRIPTI • N' OF FIELD ACTIVITY, OBSERVATIONS AND M `..,,a m -RECOMMENDATIONS TO OWNER ;: =;a ' : == :. = FUFi7 HIE ; ACTIOI „ RECOMMENDED:T0+?)! 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) 1 arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 17 driven grout piles today. The piles were installed using a pneumatic hammier, which drives a mandrel into the ground until bearing is met. Grout is pumped Into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal m the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. All piles (175, 131, 163, 133, 134, 137, 111, 204, 203, 164, 152, 122, 119, 148, 117, 115, and 113) were completed without complications. None. ATTACHMENTS Figure 1 — Foundation Plan (Area A), driven grout pile locations Figure 2 — Driven Pile Installation Summary Report UMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or faihrre to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM InitiaVdate) Page 1 of 1 I '1 1",.• .0\1 rt Pi 1:2,9 Ji !! . OE II 1 t! r-V-pli "f‘•''' .1! !! .__!1! _.. .T 1! , • .1._ . , . .,:-.1.t.177 1. i. .-1-1.• Figure 1 Southcenter Mall Expansion, Area A 21-1-20189-007 ,11 (4) =III SHANNON 6 MLSON, INC. OEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: January 18, 2007 REPORT NO.: 26 SW FIELD REP.: AJT PERMIT NO.: D06-425 WECT:ti l /LCICATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER TEMP.Overcast, 30s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractor; for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1500 from to CONSTRUCTION OBSERVATIONS ATTACHMENTS Figure 1 — Foundation Plan (Area A), driven grout pile locations Figure 2 — Driven Pile Installation Summary Report LIMITATIONS.• The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work orfailure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 TOPICAio t9I;ATIpN g$c P '1C1N b0 FIELD ACTIVITY OBSERVATION' `,�.� ' �. ' RECOMMENDATIONS TO p111�IdEt2:."; ri.,> u O D.Eilw- ' •�<:.� •a-.:, 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) 1 arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 15 driven grout piles today. The piles were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. Problems occurred during the installation of the rebar cages on piles 74 and 81. Both Fj`k.S were redri it (74 twice) and completed without additional complications. All other piles (174, 132, 135, 136, 108, 107, 75, 76, 110, 78, 79, 112, and 57) were completed without incident. None. ATTACHMENTS Figure 1 — Foundation Plan (Area A), driven grout pile locations Figure 2 — Driven Pile Installation Summary Report LIMITATIONS.• The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work orfailure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 Ij tir (lL 4 (;) 1 F.) 0 (4' . 1 41111,-T Irlir ..z.t_... , ..... I.. .d_.,11__, !i! •j _ ±_l,iii!._ ? l : i !-. fillii! ! ' + _I .:.„ .,....-1+Figure 1 Southcenter Mali Expansion, Area A 44111 L 011.77,r1 10 ' $ ib -01.21-1-20189-007 • ONNII LT111.1111 re 2 w CC z O Zg auJ i'iI GISNIERFSESIMIN 111111111111111111111111 IIPPREVEN119111111 11111111111110111111111 Ii'aI1II11 'a� �111ap��iii�i3�lil EiiN"''11, 111111111111111111111111 1 11111111111111 1111111111 OlIuhI1 'I'1"'1111111111'1"11' 11 p o z LAM1s1J;i1I4 `-1I_L -1 u 0 z w z Fl(.2 =111 SHANNON toWILSON$ILNC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 January 19, 2007 27 AJT D06-425 CT AMJ1tILO.OrATION WestfeId Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Rain, high 30s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1500 from lo CONSTRUCTION OBSERVATIONS NO r.. TOPie AND; LOCATION:' - � DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND -RECOMMENDATIONS TO OWN , ER ' 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) 1 arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 16 driven grout piles today. The piles were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a None. Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. All piles (53, 56, 82, 114, 80, 77, 109, 73, 106, 138, 149, 118, 147, 116, 58, and 59) were completed without incident. ATTACI• IMENTS Figure 1 — Foundation Plan (Area A), driven grout pile locations Figure 2 — Driven Pile Installation Summary Report LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality ofMe work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications andfor design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initiaVdate) Page 1 of 1 ; ,\ , \`‘' , 1- • p 1;1 1;1 If A ' (at • --- I - • i - I ! i '...c lj i• ;IP •,--.1----:-:."--j,- - -- - i . .f ‘- -•:••- - - • --.-'-' - •-- . 1 -i- I ..._, A- Pi .....\ 1 s 'It f;•11•%'.' 41 A . to or, N. • • ..,:-.0.- -- . 1 ; •-...„ , , '1" . r.i. ! .1.• ••4 • 1! _ }—l+Figure 1 SouthcenterMall Expansion, Area A jr I vrtfr- Serr [21-1-20189-007 0 w V z ›-- ao � J N3 Z O z z H N cn z w - J as ❑o 4. 5 r 2 8 CC 2 w f • 1 1" O � '41(•04-101/Y-j-tOVI LTJ ;l 10)+ {i. t 144 qt.ettft 44 0 Ova Q oo [01 vt T-411t,g,t i 0 r -1 1 1 • 3 a d , 0, tu 0 RECEIVED DEC 19 2006 Iii"'SHANNON 1{ �I l �Oi \ V I WON 1 NC. yC�O�M, MUNgTy 400 N. 34N STREET, SUITE 400 GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS OID��i P.O. Box 300303 SEATTLE, WASHINGTON 98103 SEATTLE • RICHLAND • FAIRBANKS • ANCHORAGE • ST. Louis • BOSTON • DENVER 206.632.8020 FAX 206.695.6777 TRANSMITTAL TO Mr. Patrick Bums Date December 15, 2006 Company Westfield Corporation Phone Nov—DEc , 2006 Address 633 Southcenter Parkway Fax 27 Tukwila, WA 98188 Job)06-425 21-1-20189-007 1 SUBJECT SOUTHCENTER MALL EXPANS N, Permit _D THE FOLLOWING ITEMS ARE TRANSMITTED: ITEM DATE No. DESCRIPTION DOCS Nov—DEc , 2006 13 DAILY FIELD ACTIVITY REPORTS THROUGH DECEMBER 15, 2006 , NOVEMBER 27 • Per your request - For your review Hello Patrick: — For your approval For your information For your action - Return with comments - Other For your files Attached are our field activity reports for the past 2 weeks of pile driving. I'm available at (206) 695- 6875 if you have any questions. Thank you, J/171, Martin W. Page, P.E., L.E.G. Associate Cc: City of Tukwila Bayley Const. 21-1-20189-007 } /MI SHANNON D WILSON81�NC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: November 27, 2006 REPORT NO.: 1 SW FIELD REP.: AMT PERMIT NO.: D06-425 PROJECT NAME/LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP Light to Heavy Snow, Windy all day, to 40° Client Westfield Corporation General Bayley Construction25° CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0830 to 1200 from 1230 to 1530 CONSTRUCTION OBSERVATIONS -��. - TOPIC AND ' LOCATION : -` ` ' DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND - .:; -=" ° RECOMMENDATIONS TO OWNER :::; :- = ' : ,• -.--' .": .: ; ,-<FURTHER'ACTION..::-4m° w� : RECOMMENDED TO OWNER 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) I arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 9 driven grout piles today. The piles were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles. were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. Piles 334, 333, 359, 357, 329, 355, and 327 were completed without complications. Pile lengths were approximately as anticipated. Hammer malfunctions occurred during the installation of piles 332 and 376; after the delay both were driven to completion. None. ATTACHMENTS Figure 1— Foundation Plan (Area A), driven grout pile locations Figure 2 — Driven Pile Installation Summary Report L!M!TATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of Me work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to refect any nonconforming wont does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct Me contractor's wort Any information provided by the Shannon & Wilson field inspector is intended solely to advise Me contractor of the technical requirements othe plans and specifications and/or design concept The contractor is solely responsible for its means. methods, sequences, procedures. construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initiaVdate) Page 1 of 1 • • __ .F app as fs ��r =1 ��- 1 44 1 j —I -5 gd • • 1 6 (1) 0 DDIDDDV►pDDDDiiV66:66F0®®B.® � 8 Q :1 n :I 2- • 3NMm66r 011.4006 - 2:42 pn : f)nr: mon,. ; J:\25906\35906PLICrecpNr dig h% 0 a W tL Z rc az • 0 � J g N Z o z Olt 8 azo N (ir J Y uJ T nt-Ns, cr. M 9 1 1e z 0 Lp 0 ti 0 w N s 1 Q' M 2 'kJ a trk } M Cis SHANNON WILSON, INC. Itlll♦ GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: November 28, 2006 REPORT NO.: 2 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAMEILOCAI•ION Westfield Soutbcenter Malt Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Windy and Cold, 20s to low 30s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 0830 from to CONSTRUCTION OBSERVATIONS NO. TOPIC AND LOCATION • DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND RECOMMENDATIONS TO OWNER ' ,; _ FURTHER ACTION :, , • RECOMMENDED TO "OWNER; l Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) I arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Due to poor weather conditions, installation was not possible today. Installation is expected to continue Wednesday, November 29, 2006. None. ATTACHMENTS L LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and aur acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor} work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and speetli ations and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construetlon site safely, quality of work, and adherence to the contract documents. REVI Y (PM initial/date) .A��.1 41. Y Page 1 of 1 Amg- � SHANNON iWILSON, INC. mopGEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: November 29, 2006 REPORT NO.: 3 SW FIELD REP.: AIT --------------�---------------- PERMIT NO.: D06-425 PROJECT NAME/LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER TEMP. Windy and Cold, 20s to low 30s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to — 0830 from to CONSTRUCTION OBSERVATIONS NO. TOPIC AND LOCATION DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND. RECOMMENDATIONS TO OWNER .. - . FURTHER ACTION ," RECOMMENDED TO OWNER 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) 1 arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mali Expansion), as shown in Figure 1. Due to poor weather conditions, installation was not possible today. Installation is expected to continue Thursday, November 30, 2006. None. ATTACHMENTS L 1 !IMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our dlienr informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to relent any non -conforming stork does not relieve the contractor from complying wish its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by Me Shannon & Wilson field inspector is intended solely to advise rhe contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work. and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 4 inn "' SHANNON & ILSON, INC. IMP GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: December 4, 2006 REPORT NO.: 4 SW FIELD REP.: MT PERMIT NO.: D06-425 PROJECT NAME1LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & SMP Windy and Cold, 20s to low 30s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0800 to 1500 from to CONSTRUCTION OBSERVATIONS NO. TOPIC AND ;`LOCATION-•`._ DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND, . , :-:rt= _, ....RECOMMENDATIONSTOOWNER . " � ,:,:, :� _=. `_ ::',.- FURTHER ACTION *, , RECOMMENDED TOOWNERt: I Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) I arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 13 driven grout piles today. The piles were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. None. Piles 328, 330, 383, 384, 331, 311, 307, 305, 326, 301, 275, and 277 were completed without complications. Pile lengths were approximately as anticipated. Hammer malfunctions occurred during the installation of pile 375; afterlhe delay it was driven to completion. Figure 1— Foundation Plan (Area A), driven grout piles ATTACHMENTS Figure 2 — Driven Pile Installation Summary Report LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any con -conforming tw rk or failure to reject any non -conforming work does not relieve the contractor from complying with in contract documents_ Shannon & Wilson does not have she authority to direct the contractor's work. Any information provided by Ike Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means. methods, sequences, procedures. construction site safety, quality of work. and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 4.) A •1••1 21-1-20189-007 npepmber 4 ?nn6 1 • 1 • II, I: • s-. i ,-- i 1 • - .4 . i ! I '.i-•1 i: I ',Al •;" 01 I:I 11 g \ r. 1 t g Pgif.40 • C - 111"..ano, .441 rifT 1; OINIMP/op • - I 1 ,14 414 '21 I. I. Ira ' VIA Hal 414 I 71 Vertrifi,V141.1,61" it/ 1/311trAilealal A or \ FIG. / at 0 w cc az 0 0 z 5z Z F- co co z J 0 11 111111111111111111111111 gIIIIIIIIIIIIIIIIulIIIIII� I1IIIIIIIIIIIuIIIIIIIIIIII MIMES lealln11111111 !!IiIIIIIIIIIII Q� LI��I,Tklllllllllll ���9������a�11111111111 HINEME113101111H1 111111111111111111111111 1IlIIuIuhIIIII1IIIIIIIII IIIIINIMEZI:11111111111 1111111111111111111111111, EliiilliENE1111111111111 EJIIIIIIIIHIIIHIIIIHHI 111 Z 0 0 N N z c/6-- -2- � "' SHANNON &WILSON, INC. 6EOTECHNICAi AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: December 5, 2006 REPORT NO.: 5 SW FIELD REP.: MT PERMIT NO.: D06-425 PROJECT NAME/LOCATION Westfield Southcenter Mali Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & SMP Windy and Cold, 20s to low 30s Client Westfield Corporation General Bayley Construction - CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1530 from to CONSTRUCTION OBSERVATIONS NO:. TOPIC AND. - LOCATION :- ;DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND :-:-.:�. , - RECOMMENDATIONS TO OWNER ;, . w ' = °:::°>"' :'�° ° .FURTHER ACTION .:: - RECOMMENDED TO OWNER .. 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) I arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 15 driven grout piles today. The piles were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal m the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. During the installation of pile 272, the mandrel became crooked and was extracted from the hole. A new boot was installed and the pile was re -driven, to bearing, without complication. Pile 240 was installed without complication, however when we installed pile 242, a neighboring pile, pile 240 became infiltrated with grout (from pile 242) causing an estimated '/1 yard of grout to spill out the top of the Sonnotube sleeve. All other piles (325, 302, 304, 306, 234, 236, 247, 279, 246, 274, 238, and 243) were installed without complications. All pile lengths were approximately as anticipated. None. Figure 1— Foundation Plan (Area A), driven grout pile locations ATTACHMENTS Figure 2 — Driven Pile Installation Summary Report LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Whom field representative and our acceptance of any non -conforming work or failure to reject any mon-conforming work does not relieve the contractor from complying with Its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM Initial/date) "00',": 0'/Z //` ..- Page 1 of 1 prrerriorNo,-..."- twahaw '94 2117.141Pli00445 AilliainFIL r 0 wre z >- az 0) 00 E N z J Tr Q) 2 w re 11 1101110111111111111111 EINESEM525311111 IIIHI!IIHIIIIHII'uh'II 8'eeoezellllll?aoo�°a�ollllll OPISHEME05111143E11111111iiiMEEMIEN111111, iiirillEMEN11111111111 EINESEEMENSEIECIMII 111111111111111111111111111, 13111111111111111111111111111 1111111111111111111111111111 EiRESENEEMEE111111 EJInhInnInI;IIIIIIII 111 ffi z O a LL 0 w N N 0 w Z 0 F76 -z-- • SHANNON 6IN�LSON• INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: December 6. 2006 REPORT NO.: 6 SW FIELD REP.: AIT PERMIT NO.: D06-425 PROJECT NAME/LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Windy and Cold, 20s to low 30s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1530 from to CONSTRUCTION OBSERVATIONS NO. TOPIC AND LOCATION DESCRIPTION OF FIELD ACTNITY. OBSERVATIONS AND .:. _ . ' RECOMMENDATIONS TO OWNER `' -, ' ; ..'- -- : - . :_ .F T: !- FURTHER 'ACTION _,, :.M RECOMMENDED TO OWNER ::% 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) I arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 17 driven grout piles today. The piles were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. During the installation of piles 244 and 248, the mandrel became crooked and was extracted from the hole. A new boot was installed and the piles were driven, to refusal, without complication. Hammer malfunctions occurred during the installation of piles 245 and 211; after the delay, both piles were driven to completion without complications. Piles 235, 237, 271, 273, 239, 241, 276, 278, 213, 216, 217, 219, and 222 were installed without complications. All pile lengths were approximately as anticipated. None. Figure 1— Foundation Plan (Area A), driven grout pile locations ATTACHMENTS Figure 2 — Driven Pile Installation Summary Report Daily Pile Driving Records J LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon ct Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifuotions and/or design concept The contractor is solely responsible for its means, methods. sequences, procedures. construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) 7",.. t°J q Page 1 of 1 •kl 1 1 1 4T _ -er•111111...1 III iittflia ipllinl - • Met......illr lErl -••', 1 :--Alis'%79 11•290511441614110;11 : • -... 11 !IIIIIIII, IIIHIIHH1IHI1IIIIHI ll!!IIIIIII' IF !I!IlllllIiiiiriormominum 4 7-4; 111131E112111:,1111111 ONIEEME200:3111111yl1lllll; 0111111111111111111111111 111111111111111111111111 niiiilliiii11111111111111 111111111111111111111111: 0 Q W 0. L 0 N N I 0 � 1 -1L -1v W w Z a. W y co z w z N ••1,I SHANNON &WILSON, INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: December 7. 2006 REPORT NO.: 7 SW FIELD REP.: AJT PERMIT NO.: D06-425 -PROJECT NAME/LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Windy and Cold, 20s to low 30s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES QF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1530 from to CONSTRUCTION OBSERVATIONS NO.... " TOPIC AND - ... 9 . LOCATION ' - . DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND ,:::` �_�,'° "� , • RECOMMENDATIONS TO OWNER ' : .: .�- . �:-� ��' ='.� . , - m=:FURTHER ICTION.::.; , RECOMMENDED TO OWNER 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) I arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 15 driven grout piles today. The piles were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. During the installation of pile 324, an abandoned line (water or sewer) was punched through 15 feet below the surface. This line was filled with grout, which explains the high stroke count for the pile. This event had no effect on the pile installation. Piles 223, 221, 218, 215, 214, 212, 209, 319, 322, 313, 287, 310, 228, and 229 were installed without complications. All pile lengths were approximately as anticipated. None. ATTACHMENTS Figure 1 — Foundation Plan (Area A), driven grout pile locations Figure 2 — Driven Pile Installation Summary Report Daily Pile Driving Records LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure 10 reject any non -conforming want does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences. procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) ,oiz-/4-1 Page 1 of 1 CC4 1 1 • n -Ir ir-r { r -r ram :9 a� a�P.FrOPPRIR_.,- 1j1p'."' lI1i;ef iIIl1RIu 1In: L ii A 900Z `L-13ClUn as 1A 41 ��II'F`. i I' 1 4 ,,I k d jI i ? .. I1'; . - Imo--9sc- 17 L;:t__- w 11I !w ‘ 2 le 10100000010001 R1IIIIOhI S,1 r :4:13111111111111H110111111 Boo111o11111@1oolllllllll L& insillM11111111111111 01111ERIERIIIIIIIII IMESIMMH111111111 fl!!EUIIHIIII Llti IIlIIIIIIIIIIIIIIIHHH rininiiiiiiiiniiiiiiiii 1111111111111111111111111. � ORME�������s�lllllllll t ` IIII1HIIIII1IIHIIHHI W Z W 0 MOW EStHANNONWILSONeINCAL AND ENVIRONMENTAL CONULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: December 8, 2006 REPORT NO.: 8 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAME/LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Partly Cloudy 40s to low 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1030 from to CONSTRUCTION OBSERVATIONS NO:. `, TOPIC AND . LOCATION- DESCRIPTION OF FIELD ACTIVITY,. OBSERVATIONS AN . ` :,, °.. -;.. RECOMMENDATIONS TO OWNER '... - - y.; ~`.:. , ." := -FURTHER ACTION - r RECOMMENDED TO OWNER,. 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) 1 arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 6 driven grout piles today. The piles were installed using a pneumatic hammer. which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. All piles were installed without complications. All pile lengths were approximately as anticipated. None. ATTACHMENTS Figure 1 — Foundation Plan (Area A), driven grout pile locations Figure 2 — Driven Pile Installation Summary Report LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the eontraetor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any nonconforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractors work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) "9/-2-//-‘ Page 1 of 1 44), • Vi UIA December 8, 7006 --111 L _31412. 1)14S nt.rirrri71. -h-- .°) tali 1' 1 I - ' 3§19,"'• •-...::;-.7;••`, . ..,[2-1.• ... u - ' ii .., ,:‘,..11...•ei.i ,. .. _.airg r.tx, .._. w........ :. ,--.,„_.....,..„ ...,,,, ii...41,:t _ .......b....„.... ,rtrenrkerw....,-rrawprogreererer !. vr-.14 x W 1 2 2 ! z o 1 w CSL;' o— F6.0:44-4..pe :-%:\?:;'13:':4 17 ,.Oero—o 4 L. - — 245t4.904,0 2PM,Ncc+ 4tT, 1 1- 0 z SHANNON E&WILSONL gINC. New DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: December 11, 2006 REPORT NO.: 9 SW FIELD REP.: A.1T PERMIT NO.: D06-425 PROJECT NAMEILOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Wind & Rain, Partly Cloudy 40s to low 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1530 from to CONSTRUCTION OBSERVATIONS NO. Y TOPIC AND . LOCATION, . _. = DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND - ,..= `, _.. ::.. ` . RECOMMENDATIONS TO OWNER ; : ° :: `. ` w , : ".: ,. . FUJRThERACTIOM,> . =: „ R€COMMENDED'TO OWNER a 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) I arrived on site today to observe the installation of Driven Grout Piles for Area A (Shopping Mall Expansion), as shown in Figure 1. Dewitt, the pile contractor, installed 10 driven grout piles today. The piles were installed using a pneumatic hammer, which drives a mandrel into the ground until bearing is met. Grout is pumped into the pile as the mandrel advances. The pile is completed by installing a rebar cage and a Sonnotube sleeve, which forms the top of the piling where it enters the pile cap. All piles were driven to refusal in the bearing layer. Refusal is defined as 6 or more blows per 1 inch of penetration. During the installation of pile 298, the slider tip became stuck in the hole; new tip and boot installed; pile re -driven to refusal without complication. Piles 300, 320, 321, 323, 297, 299, 377, and 382 were installed without complications. All pile lengths were approximately as anticipated. None. ATTACHMENTS Figure 1 — Foundation Plan (Area A), driven grout pile locations Figure 2 — Driven Pile Installation Sununary Report LIMITATTONS: The Shannon & Wilson field representative is present on site solely w observe Me field activities of the contractor Identified and keep our client informed of the progress and quality of the work. The presence and activities ofthe Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming wont does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct Me contractor's work. Any information provided by the Shannon do Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 Fi. O a cd w C) > Z aZ 0 2 J N O Z I 5z a= tnz w J f1 0 + 1 0 _ :II L 1111111111 i------�..�..----www--a----- a IUII!iI!iIIIIIIIIIIIIII W N ! E UJ 0 z !r! - - - .(p 11 'I • 11. \19g, 11 a t--- 0 oo 0 1/40 0 0 1-4 0 ry, ,71 0 rT 1194,4! _rR - 1. - r, o. A .1- • 41 I N, .31 ! \ I • 'OD =Ill S[�vNON iWMLSON, INC. imrGEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: December 12 2006 REPORT NO.: 10 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAME/LOCATIION Westfield Southcenter Mali Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Wind & Rain, Partly Cloudy 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 0945 from to CONSTRUCTION OBSERVATIONS NO. TOPIC AND LOCATION . - DESCRIPTION OF FUELD ACTIVITY, OBSERVATIONS AND'. • RECOMMENDATIONS TO OWNER ,"; ,; ;; ` , :;r= �:':: ,n�-'"liR7iilat ACTION RECOMMENDED TO OWN 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) 1 arrived at the project site today to observe the installation of augercast piles for Area A (Shopping Mal/ Expansion), as shown on Figure 1. Dewitt, the pile contractor, installed 1 augercast pile today. The pile was installed with a continuous flight auger suspended from a Link Belt 338 crane. The soil profile for each augercast pile was determined from the soil cuttings and the behavior of the auger during drilling. All piles were drilled to the design depth or to refusal. Refusal was defined as less than 6 -inches of penetration over a 5 - minute period with the full down pressure of the auger being applied. In our opinion, based upon observations of the auger and the soil cuttings, the pile installed today will support the specified design load. Pile 258 was installed without complication. Problems were encountered with the crane and auger -rig, during the installation of pile 254. Drilling was suspended for the day, and is scheduled to continue on Wednesday, December 13. None. ATTACHMENTS Figure 1— Foundation Plan (Area A) Table 1 — Augercast Pile Summary LIMITATIONS.: The Shannon & Wilson field representative is present on site sok& to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the wank The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon d< Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon e! Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plant and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 • TI :11,1 solk t A' FJ Fl 7+, ,411-.111 • .0' ' 7, ). .:1411i:1i .11 • , . . y T, •ii.,. ,I 'I . . jr• ,11li___ -Ii! i 1 -.I ill .[I.h‘i [L l. . [..71r. -.j-1,71;!--1111ViL 417-: 4 L4.i I. : ii_apiir , in.rm,yat ...wm,...2.10,11.1.iiin.„ i'l NSA-, f 1 , .i:Li!.. ir 11 —I. srectri N Errtg1'. 1 fl\---- --- 0 i i ! Li:-, L • Trprinem iig' 6 ; k12, ; c 0 crovo r C • W Z Oz LL 0a0 UY} z. 2 0 Z N W Q m lL c."/6t2 • SHANNON Fi\MLSON, INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: December 13. 2006 REPORT NO.: 11 SW FIELD REP.: AJT PERMIT NO.: D06-425 • PROJECT NAME/LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Rain 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1530 from to CONSTRUCTION OBSERVATIONS NO. TOPIC AND : LOCATION - , DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND ° _ a `-'� ' - - ". 'RECOMMENDATIONS TO OWNER " - . ' ° -' -- PURTHER'ACT1ON : - RECOMMENDED 1O OWNER 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) 1 arrived at the project site today to observe the installation of augercast piles for Area A (Shopping Mall Expansion), as shown on Figure 1. Dewitt, the pile contractor, installed 10 augercast piles today. The pile was insialled with a continuous flight auger suspended from a Manitowoc 85 crane. The soil profile for each augercast pile was determined from the soil cuttings and the behavior of the auger during drilling. All piles were drilled to the design depth or to refusal. Refusal was defined as less than 6 -inches of penetration over a 5 - minute period with the full down pressure of the auger being applied. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed today will support the specified design load. During the installation of piles 226 and 284 the auger became plugged with sediments, so it was retracted, cleaned and the pile re -driven. No problems occurred during the re -drill. All other piles were installed without any complications. None. ATTACHMENTS Figure 1— Foundation Plan (Area A) Table 1 — Augercast Pile Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed ofthe progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work orfailure to reject any non -conforming wont does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractors work. Any information provided by Me Shannon & Wilson field inspector is intended solely to advise Me contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM Inttial/date) Page 1 of 1 .i.; Eet 1! I. ----- -------------------- d9L 'tr14 1 •r - 4) rjj te; EL) c:,c) oock +4;) 1ft \▪ ICF Obit' •,..t 4.( Cin H I 'rGf'• To; II \! i ;1b -- = ------ _ • ; 1 NI •' ILtig 1 , I .3 • ! 4 1 •••••#.141•Ii d :>:r110M. OM 14 I 11*. i ; 11.1. LJA,. Z a 2 2 V) cn cc J W Z 00 st-F bo , 70 .5 {w — L riz. OZ" oL .H1 CONCRETE PUMP CALUBRATIO J DATE OFC BRATION . i to CI ,6 d VOL PER STROKE (Fy. j x EFFICIE 12.11.1 Oit 1 t• ,,, - COMMENTS 1 REMARKS (EG. REBAR) i• , of - -t` I4 - v, .54. . - ''4 O- -t� ` .„-', 3 C ---4- E Ew_ g4r T T'Tt T T "--7--.-7—;"")-) S\ , rt-, CS-- Cr% .S po -•-• _ i C-3. AUGER D1AM7ER, LENGTH • '2.14 >0... tp 5 (s.-- ts.' Q--' by oQ W N - .� sS.'" '.- c+-- c4-1 is 03- Ni`:'! p .p -Q.= l —: th'..� r] p d ��.*.r.."--' p Ls-:A.._.ao``��,rlaa . - W : Y v cJ 5 N� a N c�7 G� ‘ -.. t -c-, l N cel kS" c 01. N -o �' c-� N a-1 .. , dim SHANNON 6W1LSON, INC. OEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: December 14, 2006 REPORT NO.: 12 SW FIELD REP.: AIT PERMIT NO.: D06-425 PROJECT NAME/LOCATION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Rain 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0845 to 1630 from to CONSTRUCTION OBSERVATIONS NO: . TOPIC AND " , LOCATION : ' DESCRIPTION OFFIELD ACTIVITY, OBSERVATIONS AND _ :"- ' . ..= RECOMMENDATIONS TO OWNER- . ---" "-�:^a- . ''" .- : ° FURTMERACTION "RECOMMENDED TO OWNER 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) I arrived at the project site today to observe the installation of augercast piles for Area A (Shopping Mall Expansion), as shown on Figure 1. Dewitt, the pile contractor, installed 10 augercast piles today. The pile was installed with a continuous flight auger suspended from a Manitowoc 85 crane. The soil profile for each augercast pile was determined from the soil cuttings and the behavior of the auger during drilling. All piles were drilled to the design depth or to refusal. Refusal was defined as less than 6 -inches of penetration over a 5 - minute period with the full down pressure of the auger being applied. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed today will support the specified design load. No problems occurred during the installation of pile 227; however when it came time to install the reinforcing rebar cage, an unmovable object was encountered 20 feet into the bole, which halted installation. The page and tension rod were retracted, cleaned, and the pile re- dri/ No problems occurred the second time around. All other piles were installed without any complications. None. Figure 1— Foundation Plan (Area A) ATTACHMENTS Table 1 — Augercast Pile Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon of Wilson field representative and our acceptance of any non -conforming work or failure to reject any eon -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have Me authority to direct the conn -actor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and spec cations and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) - Page 1 of 1 T t 0 1 i tib. AUGERCAST PILE SUMMARY U 2k.) a COMMENTS! REMARKS (EO. REBAR) WUa Uz <N 21 g 4 OV Q �a E U F z 1 77 L1) Chi Liz LSN CV - N 7) • 7) 7) N s*' T 77 .111 T N • • tZb LV 7) N T N 7) • UN L • r— N Ln 6 LP O1 0 N N N N C3 N M V) 0 N 12. c. L 1.JZ c*= rfr ► ti I w w z 0 w _III SHANNON iWILSONOTECHNICAL AND ENVIRONMENTAL a I. 4NC DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: December 15. 2006 REPORT NO.: 13 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAME/LOCATION Westfield Southeenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Rain 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction 1 TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 0830 from to CONSTRUCTION OBSERVATIONS ATTACHMENTS None. LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality oldie work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any nor -conforming work or failure to reject any non -conforming work does not relieve Me contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifrcattons and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM Initial/date) „4< (.2.(r Page 1 of 1 , TOPIC AND LOCATION ' DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND RECOMMENDATIONS TO OWNER . FURTHER ACTION - 'r `<_ RECOMMENDED. TO OWNER. 1 Installation of Driven Grout Piles at Area A (Proposed Two - Story Shopping Mall & Theatre) No piles were installed today, due to poor weather. Installation is expected to continue on Monday, December 18, 2006. None. ATTACHMENTS None. LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality oldie work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any nor -conforming work or failure to reject any non -conforming work does not relieve Me contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifrcattons and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM Initial/date) „4< (.2.(r Page 1 of 1 DEFERRED ITEMS' 1. CONTRACTOR SHALL SUBMIT ALL ITEMS LISTED BELOW TO THE ARCHITECT OR ENGINEER OF RECORD FOR REVIEW AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING, DEFERRED ITEMS SHALL BE DESIGNED AND ALL DOCUMENTS SHALL BE SEALED AND WET SIGNED BY A STATE OF WASHINGTON CIVIL OR STRUCTURAL REGISTERED ENGINEER. 2. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS, HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 3. ITEMS TO BE DEFERRED: a). OPEN WEB STEEL JOISTS b). STEEL STAIRS c). METAL STUD WALL FRAMINGS INSPECTION 1. GENERAL INSPECTION: BY BUILDING OFFICIAL AS PER IBC SECTION 109. 2. SPECIAL INSPECTION: PER IBC SECTIONS 1704 & 1707. DUTIES & RESPONSIBILITIES OF THE INSPECTOR: A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OR ARCHITECT OF RECORD, & OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING OFFICIAL. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPUCABLE WORKMANSHIP PROVISIONS OF THE CURRENT BUILDING CODE. 3. INSPECTOR'S REPORTS NEED TO ADDRESS ANY DISCREPANCIES ,IF ANY, TO BE FILED WITH THE BUILDING DIVISION WEEKLY DURING CONSTRUCTION, WHETHER CORRECTED OR NOT. ALL INSPECTOR'S DAILY LOGS IS TO BE MAINTAINED ON THE SITE FOR REVIEW BY THE CITY INSPECTOR. 4. THE FOLLOWING TABLE IS A SUMMARY OF THE STRUCTURAL SPECIAL INSPECTIONS REQUIRED BY QUALIFIED SPECIAL INSPECTORS. SUMMARY OF THE SPECIAL STRUCTURAL INSPECTIONS ITEM CONTINUOUS INSPECTION I PERIODIC INSPECTION REMARK CONSTRUCTION OF AUGERCAST CONCRETE PILES, DRIVEN GROUT PILES, & DRIVEN STEEL PIPE PILES YES -- PER IBC SECTION 1704.8 CONCRETE PLACEMENT AT CONCRETE CONSTRUCTION YES -- PER IBC SECTION 1704.4 REINFORCEMENT AT CONCRETE CONSTRUCTION .-.- YES PER IBC SECTION 1704.4 INSTALLATION OF CONCRETE & MASONRY EXPANSION ANCHORS & EPDXY ANCHORS YES -- MASONRY CONSTRUCTION, INCLUDING MORTAR, REINFORCEMENT & STRUCTURAL CONNECTION __ YES GROUT PLACEMENT AT AT MASONRY CONSTRUCTION YES -- FABRICATION & ERECTION OF STRUCTURAL STEEL -- YES PER IBC SECTION 1704.3 STRUCTURAL WELDING OF STRUCTURAL STEEL FOR SINGLE PASS FILLET WELDS MAX. 5/16 INCH) AND ROOF DECK WELDS -- YES PER IBC SECTION 1704.3 STRUCTURAL WELDING OF YES -- PER IBC SECTION 1704.3A STRUCTURAL S I FAL OTHER THAN SINGLE -PASS FILLET WELDS (MAX. 5/16 INCH) AND ROOF DECK WELDS, WHERE APPUCABLE ERECTION OF OPEN WEB STEEL JOISTS AND GIRDERS --- YES PER IBC SECTION 1704.3 HIGH STRENGTH BOLTS -- YES CALIFRATION PROCEDURES & VERIFICATION OF BOLT TENSION SITE EXCAVATION, GRADING AND FIWNG YES -- SPECIAL INSPECTIONS BY GEOTECHNICAL ENGINEER. (PER IBC SECTIONS 1704.7 AND 1803.) INSTALLATION OF PILES (AUGERCAST CONCRETE PILES, YES -- DRIVEN 51 ttL PIPE PILES, & DRIVEN GROUT PILES) VERIFICATION OF PILE CAPACITIES (AUGERCAST CONCRETE PILES, DRIVEN STEEL PIPE PILES, & DRIVEN GROUT PILES) YES -- n METAL DECKING' 1. ALL METAL DECK SHALL BE OF TYPE AND GAUGE AS CALLED FOR ON DRAWINGS. 2. FLOOR DECK AND ROOF DECK WITH STRUCTURAL CONC. TOPPING: A. THE STEEL FLOOR DECK AND ALL ACCESSORIES SHALL BE FORMED FROM GALVANIZED STEEL SHEETS CONFORMING TOA ASTM A446 GRADE A, ZINC COATED PER ASTM A525 G60 / B. DECK UNITS SHALL BE FORMED WITH INTEGRAL LOCKING LUGS OR EMBOSSMENTS TO PROVIDE A MECHANICAL LOCK BETWEEN THE STEEL DECK AND THE CONCRETE SLAB. C. STEEL DECK UNITS SHALL BE FASTENED TO THE STEEL FRAME WORK AT EVERY FLUTE, AND AT ALL SUPPORTS BY 3/4" DIAMETER PUDDLE WELDS. WHERE FLUTES ARE PARAREL TO SUPPORTS, THE WELDS SHALL BE SPACED NOT MORE THAN 12" ACROSS THE WIDTH OF THE FLOOR UNIT. WHERE TWO UNITS LAP THEY SHALL BE BUTTON -PUNCHED AT 2'-O" INTERVALS OR SEAM WELDED AT 3'-O" 0.C. MAXIMUM (MINIMUM TWO WELDS PER SPAN). 3. ROOF DECK W/0 STRUCTURAL CONC. TOPPING: A. THE STEEL ROOF DECK AND ALL ACCESSORIES SHALL BE FORMED FROM GALVANIZED STEEL SHEETS CONFORMING TO ASTM A446, GRADE A, ZINC COATED PER ASTM A525 G60. B. SEE PLANS FOR WELDING OF DECK. 4. SCREED CONCRETE PARALLEL TO METAL DECKING TO THICKNESS INDICATED ON THE PLANS. 5. ALL METAL DECK GAGES SHOWN ON ROOF PLAN SHALL BE CONTINUOUS OVER FOUR OR MORE SUPPORTS. THE CONTRACTOR SHALL PROVIDE HEAVIER GAGES WHERE THIS SUPPORT CONDITION IS NOT ATTAINED UNLESS ADEQUATE SHORING IS PROVIDED. GLUED LAMINATED MEMBER 1. ALL LAMINATED LUMBER SHALL BE PROPERLY KILN -DRIED FOR GLUE LAMINATING AND MOISTURE CONTENT SHALL NOT EXCEED 16%. 2. ALL MEMBERS SHALL CONFORM TO NATION DESIGN SPECIFICATION COMBINATION 24F -V4, f=2400 P.S.I. - DRY CONDITIONS OF USE. MINIMUM REQUIREMENT: SHEAR f(v)=240 P.S.I.; Fc -L x = 650 P.S.I. ON COMPRESSION AND TENSION FACES; E=1.8 X 106 P.S.I. MIN. USE 24F -V8 COMBINATION FOR MEMBERS WITH CANTILEVED SPAN. 3. USE ADHESIVE WATER RESISTANT CASEIN TYPE GLUE WITH MOLD INHIBITOR CONFORMING TO FEDERAL SPECIFICATIONS MMM -125 4. CONTRACTOR SHALL FURNISH BUILDING INSPECTOR AN "AITC" INSPECTION CERTIFICATE, CERTIFYING THAT THE GLU-LAM MEMBERS WERE PRODUCED IN ACCORDANCE WITH PROVISIONS OF "AITC" STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER. C 5. ALL LAMINATED BEAMS SHALL CONFORM TO ARCHITECTURAL AP- PEARANCE GRADE UNLESS SHOWN OR SPECIFIED OTHERWISE. 6. TENSION LAMINATION REQUIRED AT TOP & BOTTOM OF ALL GLU-LAM BEAMS WITH CANTILEVER SPAN. 7. IN USE TEMPERATURE OF GLU-LAM BEAMS NOT TO ..EXCEED 150 DEG. F. 8. ALL LAMINATED BEAMS SHALL BE INDIVIDUALLY WRAPPED. GENERAL NOTES n GENERAL FOUNDATION NOTES 1. ATTACH ONE COPY OF GEOTECHNICAL REPORT TO THE APPROVED SET. GEOTECHNICAL REPORT SHALL BE PART OF THIS NOTES, AND IS TO BE KEEP AT THE CONSTRUCTION SITE AT ALL TIMES. PRIOR TO THE POURING OF CONCRETE, THE GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE FOOTING EXCAVATIONS. HE SHALL POST A NOTICE ON THE JOB SITE FOR THE BUILDING INSPECTOR THAT THE WORK SO INSPECTED MEETS THE CONDI- TIONS OF THE REPORT. A WRITTEN CERTIFICATION TO THIS EFFECT SHALL BE FILED WITH THE BUILDING DEPARTMENT UPON COMPLETION OF THE WORKS. THIS INSPECTION DOES NOT WAIVE THE REQUIRED INSPECTION BY THE BUILDING INS- PECTOR. 2. GEOTECHNICAL REPORT BY: PROJECT NO: 21-1-20189-004 DATED: SEPTEMBER 15, 2005 SHANNON & WILSON INC. 400 N. 34TH STREET SUITE 100 SEATTLE, WASHINGTON 98103 TEL: (206) 632-8020 FAX: (206) 633-6777 3. SOIL REMOVAL AND RECOMPACTION SHALL BE DONE PER SOIL REPORT RECOMMENDATIONS UNDER SOIL ENGINEER'S SUPERVI- SION AND INSPECTION. 4. TYPE OF FOUNDATION: DEEP FOUNDATIONS THREE TYPES OF DEEP FOUNDATIONS WILL BE USED AS PER THE RECOMMENDATION OF THE GEOTECHNICAL REPORT: 18 -INCH -DIAMETER, CLOSED-END, DRIVEN STEEL PIPE PILES BACKFILLED WITH CONCRETE, 24 -INCH DIAMETER AUGERCAST CONCRETE PILES, AND 16 INCH DIAMETER DRIVER GROUT PILES. 5. SLAB BASE AND COMPACTION TO BE IN ACCORDANCE WITH GEOTECHNICAL REPORT. 6. FOR ALL DIMENSIONS, CURBS, SLAB DEPRESSIONS, STOP, FLOOR DRAINS, SINKS, TRENCHES, UNDERFLOOR DUCTS AND CONDUITS. SEE ARCHITECTURAL, MECHANICAL, REFRIGERA- TION, AIR CONDITIONING, PLUMBING & ELECTRICAL DRAW- INGS, TRENCH BACKFILL AS PER GEOTECHNICAL REPORT REQUIRE- MENTS. 7. ALL PLANTERS IN CLOSE PROXIMITY TO THE STRUCTURE SHALL HAVE ADEQUATE DRAINAGE OF SURFACE WATER TO PREVENT SATURATION OF SOIL UNDER FOUNDATION. 8. NEW FILL UNDER SLAB ON GRADE SHALL BE LIMITED TO 12" THICK. USE GEO-FOAM BETWEEN 12" THICK NEW FILL AND THE EXISTING GRADE TO REPLACE THE PORTION OF NEW FILL EXCEEDING 12". SEE WESTFIELD PROJECT MANUAL FOR GEO-FOAM SPECIFICATION. CONCRETE MASONRY 1. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C 90 TYPE 1 AND ARE SAMPLED AND TESTED IN ACCORDANCE WITH ASTM C 140. 2. NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS SHALL BE 1900 PSI. 3. THE COMPRESSIVE STRENGTH OF MASONRY SHALL BE DETERMINED BY THE PRISM TEST METHOD. A PRISM TEST SHALL CONSIST OF THREE PRISMS CONSTRUCTED AND TEST IN ACCORDANCE WITH ASTM C 1314. 4. AGGREGATE FOR MORTAR SHALL CONFORM TO A.S.T.M. C 144. 5. MORTAR SHALL CONFORM TO ASTM C270, TYPE 5 MORTAR. 6. GROUT SHALL MEET ONE OF THE FOLLOWING REQUIREMENTS: A. GROUT SHALL CONFORM TO ASTM C476, COURSE GROUT (3/8" MAXIMUM AGGREGATE) B. MINIMUM GROUT CONPRESSIVE STRENGTH SHALL EQUAL TO f'm BUT NOT LESS THAN 2000 PSI. THE COMPRESSIVE STRENGTH OF GROUT SHALL BE DETERMINED IN ACCORDANCE WITH ASTM C 1019 7. GROUT ALL CELLS SOLID, TYPICAL UNLESS NOTED OTHERWISE. GROUT LIFT SHALL BE LIMITED TO 5'-0" WITHOUT INSPEC- TION BLOCKOUTS. THE THICKNESS OF GROUT BETWEEN BLOCK AND REINFORCING STEEL SHALL NOT BE LESS THAN 1/2" AND BETWEEN PARALLEL BARS NOT LESS THAN 3/4". 8. IF WORK IS STOPPED FOR ONE HOUR OR LONGER, PROVIDE A HORIZONTAL CONSTRUCTION JOINT BY STOPPING THE GROUT 1 1/2" BELOW THE TOP OF THE BLOCK. 9. PROVIDE 2-#5 VERTICAL BARS AT ALL ENDS, CORNERS, JAMBS AND INTERSECTIONS OF ALL MASONRY WALLS UNLESS NOTED OR SHOWN OTHERWISE. 10. CONTRACTOR SHALL ADEQUATELY AND RIGIDLY BRACE ALL MA- SONRY WALLS UNTIL ROOF STRUCTURE I5 COMPLETELY ERECTED. 11. ALL BOLTS EMBEDED IN CMU WALL SHOULD SURROUND OF 1 "MIN. GROUT AROUND THE BOLTS (e.g. 5/8"0 BOLT WILL REQ'D 2-5/8"0 HOLE) DRYPACK 1. DRYPACK SHALL BE 5,000 PSI NON -SHRINK GROUT. USE FIVE STAR GROUT OR APPROVED EQUIVALENT. 2. INSTALL DRYPACK UNDER ALL BEAM BEARING PLATES PRIOR TO FRAMING MEMBER IS INSTALLED. 3. INSTALL DRYPACK UNDER ALL COLUMN BASE PLATES AFTER COLUMN HAS BEEN PLUMBED; PRIOR TO FLOOR OR ROOF INSTALLATION STRUCTURAL STEEL 1. ALL W. SHAPE STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION A992, Fy=50 KSI. MISCELLANEOUS STEEL SHALL CONFORM TO ASTM SPECIFICATIONS A36, Fy=36 KSI U.N.O. STEEL PLATE SHALL CONFORM TO ASTM SPECIFICATION A36 U.N.O. THE GUSSET PLATES & CONNECTING PLATES FOR THE DIAGONAL BRACED FRAMES SHALL CONFORM TO ASTM 572, Fy=50 KSI. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST EDITION. SUBMIT SHOP DRAWINGS AND OBTAIN APPROVAL PRIOR TO FABRICATION. 2. PIPE COLUMNS SHALL CONFORM TO ASTM A-53, GRADE B, UNLESS OTHERWISE NOTED ON PLAN. 3. STEEL TUBES SHALL CONFORM TO ASTM A500. GRADE B, Fy=46 KSI. 4. BOLTED CONNECTIONS SHALL BE HIGH STRENGTH BOLT, CONFOR- MING TO ASTM A325 BOLTS, UNLESS NOTED OTHERWISE. USE SHORT SLOTTED HOLES. 5. CAMBER: PROVIDE UPWARD CAMBER TO ALL MEMBERS SHOWN TO HAVE 0 CAMBER. AMOUNT MEASURED IN THE SHOP SHALL NOT DEVIATE BY MORE THAN ALLOWED BY THE AISC SPECIFICATIONS. DO NOT CAMBER MEMBERS OCCURRING BELOW ELEVATOR ENTRANCE DOORS. BEAMS DETAILS WITHOUT SPECIFIED CAMBER SHALL BE FABRICATED SO THAT AFTER ERECTION ANY MINOR CAMBER DUE TO ROLLING OR SHOP ASSEMBLY SHALL BE UPWARD. TOP OF ALL MEMBERS SHALL BE CLEARLY IDENTIFIED. 6. ALL STRUCTURAL STEEL SURFACES TO BE WELDED OR HIGH- STRENGTH BOLTED, TO BE ENCASED IN CONCRETE, TO RECEIVE SPRAY -APPLIED FIREPROOFING, OR TO BE ENCLOSED BY FINISH MATERIALS SHALL BE LEFT UNPAINTED. 6a. ALL STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED AND TOUCHED UP WITH GALVANIZED PAINT AFTER ERECTION. 7. WELD INSPECTION SHALL BE IN COMPLIANCE WITH AWS D1.1. ALL COMPLLI t PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY. 8. WELDER QUALIFICATION: ALL WELDERS, WELDING OPERATORS, AND TACK WELDERS SHALL BE QUALIFIED BY TEST AND HOLD A CURRENT VALID CERTIFICATE ISSUED BY AN INDEPENDENT TESTING AGENCY, TO PERFORM THE TYPE OF WELDS REQUIRED FOR THE WORK; INCLUDING THE PROCESS, P05m0N, AND THICKNESS OF MATERIALS USED. 9. FILLER METAL: FILLER METALS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF ANSI/AWS SPECIFICATIONS FOR ELECTRODES AS LISTED HEREIN: A. SMAW A5.1 OR A5.5 B. SAW A5.17 OR A5.23 C. GMAW A5.18 OR A5.28 D. FCAW A5.20 OR A5.29 E70XX LOW HYDROGEN. E7X-EXXX. E705 -X. E7XT-X (EXCLUDING 2,4,7,10 & 11). ALL WELDING FILLER METALS SHALL HAVE CVN TOUGHNESS OF 20FT-LB. AT -20'F. 10. ANCHOR RODS a). ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 105, GALVANIZED THREADED AND HEADED ANCHOR RODS. b). NUT OF ANCHOR RODS SHALL CONFORM TO ASTM A563 NUT, GRADE DH HEAVY HEX. c). SEE PLANS FOR ANCHOR ROD INFORMATION (SIZE, AMOUNT, EMBED) STEEL JOIST AND JOIST GIRDER 1. ALL JOISTS AND JOIST GIRDERS SHALL BE DESIGNED, FABRICATED, WELDED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE "STANDARD SPECIFICATIONS" OF THE STEEL JOIST INSTITUTE. (SJI) 2. JOIST SIZES INDICATED ON PLANS ARE MINIMUMS. JOIST MANUFACTURER SHALL DESIGN AND SUBMIT CALCULATIONS BY A REGISTERED ENGINEER FOR ALL JOISTS, EXCEPT PARALLEL CHORD JOISTS WITH UNIFORM LOADS AND CONTINUOUSLY SUPPORTED COMPRESSION CHORDS PER SJI STD. LOAD TABLES. 3. ALL .JOIST SHALL BE DESIGNED FOR AN ADDITIONAL LOAD OF 1.0 KIP AT ANY TOP CHORD PANEL POINT. 4. JOIST MANUFACTURER SHALL DESIGN AND SUBMIT CALCULATIONS BY A REGISTERED ENGINEER FOR ALL JOISTS AND JOIST GIRDERS. a. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENT PER SJI. b. DESIGN CALCULATIONS SHALL INCLUDE DRAG; CHORD FORCES AND ALL SUPERIMPOSED LOADS FOR FRAMING SUPPORTED EQUIPMENTS. VERIFY SIZE, WEIGHT AND LOCATION OF EQUIPMENT WITH ARCH'L, MECHANICAL PLUMBING AND ELECTRICAL DRAWINGS. c. MANUFACTURER SHALL ADD ADDITIONAL WEB MEMBERS AS REQ'D AND ADJUST CHORD AND WEB SIZES ACCORDINGLY. BUT SHALL NOT ALTER DEPTH OF JOISTS AND JOIST GIRDERS. 5. CAMBER JOIST PER RECOMMENDATION BY STEEL JOIST INSTITUTE. IN NO CASE BE LESS THAN THE DEFLECTION DUE TO DEAD LOAD SPECIFIED IN ARCHITECTURAL DRAWINGS. 6. CONTRACTORS SHALL SUBMIT SHOP DWGS, WITH DESIGN CALCULATIONS SEALED BY A REGISTERED ENGINEER TO CITY BUILDING DEPT. AND PROJECT ENGINEER FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE DETAILS OF ANY OPTIONAL FIELD SPLICES, AND IF HIGH STRENGTH BOLTS OR FULL PENETRATION WELDS ARE UTILIZED, CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY TO CERTIFY COMPLIANCE WITH AISC AND AWS SPECIFICATIONS RESPECTIVELY. 7. PROVIDE BRIDGING AS REQUIRED BY STEEL JOIST INSTITUTE. WHERE CROSS BRIDGING INTERFERES WITH MECHANICAL INSTALLATIONS, REMOVE THIS CROSS BRIDGING AFTER TOTAL DEAD LOAD IS APPLIED AND REPLACE WITH HORIZONTAL ANGLES 2"x2"x3/16" AT TOP & BOTTOM CHORDS. 8. NO MECHANICAL, ELECTRICAL OR OTHER EQUIP. SHALL BE SUSPENDED FROM ANY JOIST BRIDGING, BRACING OR METAL ROOF DECK, U.N.O. 9. NO LOADS SHALL BE SUSPENDED FROM THE STEEL JOIST OR JOIST GIRDER BOTTOM CHORD (EXCEPT AT THE PANEL POINTS). NO LOADS MAY BE SUSPENDED FROM STEEL JOIST BRIDGING MEMBERS. 10. DESIGN LOADS FOR JOIST AND JOIST GIRDER: DEAD LOAD : 22 PSF. (WITHOUT WEIGHT OF FRAMINGS.) UVE LOAD : 27.5 PSF (SNOW LOAD) 11. DESIGN WIND UPLIFT FORCE OF THEATER ROOF: a) 38.05 PSF FOR 24' STRIP ALONG THEATER BUILDINGPERIMETER b) 26.3 PSF FOR REST OF THE THEATER ROOF 12. SEE SHEET S2.17 FOR DRAG LINES AND REQUIRED TOP CHORD O DRAG FORCE. SEE DETAIL 15/S1.3 FOR DRAG UNE NOTES AND DRAG LINE CONNECTION DETAILS. ALL MATERIALS & WORKMANSHIP TO CONFORM TO LATEST APPLICABLE CODE : 2003 INTERNATIONAL BUILDING CODE DIMENSIONS 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF LATEST DRAWINGS. NOTES AND DI- MENSIONS SHALL BE CHECKED AND VERIFIED WITH ARCHITEC- TURAL AND STRUCTURAL DRAWINGS. ANY DISCREPANCIES IN NOTES OR DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE COMMENCING WORK SO THAT PRO- PER REMEDIAL WORK CAN BE EXECUTED. 2. UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CON- TRACTOR SHALL FURNISH AND INSTALL ADEQUATE SHORING, BRACING, ETC. REQUIRED TO SAFELY EXECUTE ALL WORK AND SHALL BE FULLY RESPONSIBLE FOR THE SAME. 3. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL. DESIGN LOADS A. ROOF: SNOW LOAD = 25 P.S.F. Is = 1.10 TYP. U.N.O. B. WIND DESIGN DATA: 1. BASIC WIND SPEED (3 -SECOND GUST) = 85 MPH 2. WIND IMPORTANCE FACTOR Iw = 1.15 3. WIND EXPOSURE "C" 4. DETERMINATION OF WIND LOAD: a) IN ACCORDANCE WITH a) IN ACCORDANCE WITH SECTION 6 OF ASCE 7-02 FOR ROOF HEIGHT > 60' b) USE METHOD 1 -SIMPLIFIED PROCEDURE OF IBC 2003 FOR ROOF HEIGHT C 60' C. EARTHQUAKE DESIGN DATA: 1. SEISMIC IMPORTANCE FACTOR IE = 1.25, SEISMIC USE GROUP II 2. MAPPED SPECTAL RESPONSE ACCELERATIONS Ss= 1.424 g, Si = 0.488 g 3. SITE CLASSIFICATION E 4. SPECTRAL RESPONSE COEFFICIENTS S0s = 0.854 AND SDI = 0.781 5. SEISMIC DESIGN CATEGORY "D" 6. BASIC SEISMIC FORCE RESISTING SYSTEM: CONCRETE TOPPING OVER METAL DECK DIAPHRAGM & SPECIAL STEEL CONCENTRICALLY BRACED FRAMES 7. DESIGN BASE SHEAR: V = Cs W 8. SEISMIC RESPONSE COEFFICIENTS: Cs = 0.178 9. DESIGN COEFFICIENTS & FACTORS R = 6.0, no=2, Cd=5 10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE ANALYSIS D. FLOOR UVE LOAD (REDUCIBLE PER CODE) 1. FIRST FLOOR: 100 PSF/1000 LBS (UNIFORM/CONCENTRATED) 2. SECOND FLOOR: 100 PSF/ 1000 LBS 3. THIRD FLOOR: a. PARKING AREA: 40 PSF/3000 LBS (NON-REDUCIBLE) b. THEATER AREA: I. SEATING AREA: 60 PSF IL LOBBIES: 100 PSF c. THEATER MEZZ: 50 PSF d. RESTAURANTS: 100 PSF E. STAIRS AND EXITS: 100 PSF (MIN. CONCENTRATED LOAD ON STAIR TREADS IS 300 LBS.) DE SITE PREPARATIONS 1. ALL EXCAVATIONS, PREPARATION FOR SLAB ON GRADE, DEPTH OF FOOTINGS, BACK FILL, ETC., SHALL BE PERFORMED IN ACCOR- DANCE WITH THE SOIL ENGINEER'S RECOMMENDATIONS. ANY DIS- CREPANCIES BETWEEN THE SOIL ENGINEER'S REPORT AND THE FOUNDATION PLANS MUST BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER PRIOR TO INITIATING ANY EXCAVATION SO THAT PROPER REMEDIAL WORK CAN BE PERFORMED. CONCRETE 1. PORTLAND CEMENT SHALL BE TYPE II CONFORMING TO A.S.T.M. SPECIFICATION C 150. AGGREGATES SHALL BE NORMAL WEIGHT CONFORMING TO A.S.T.M. SPECIFICATION C 33, WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.04%. LIGHT WEIGHT AGGREGATE SHALL CONFORM TOA.S.T.M. SPECIFICATION C330. USE SPECIAL TYPE OF CEMENT WHERE REQUIRED BY SOIL CONDITIONS --SEE SOIL REPORT. NO FLY ASH IS ALLOWED. 2. ALL CONCRETE SHALL BE DESIGNED BY APPROVED LABORATORY, AND DESIGN MIX SHALL SUBMIT TO ARCHITECT/ENGINEER FOR REVIEW, AND OBTAIN APPROVAL PRIOR TO USE. MAXIMUM SLUMP SHALL BE 4"± 1" U.N.O. CONC. TOPPING OVER METAL DECK : 3500 CONC. TOPPING OVER METAL DECK (MEZZANINE OF THEATRE : 3000 & 2ND FLOOR) BEAMS SLAB ON GRADE PILE CAPS AUGERCAST PILES & DEIVEN GROUT PILES CONC. FILL FOR STEEL PIPE PILES : 4000 : 3000 : 4000 : 5000 : 4000 PS PS PS PS PS PS PS SHEET INDEX' (STRUCTURE) ADANWRITMIKEm 0 , S•TF2' GRADE BELAM ILEnCA 0B OE kI TIANDD; E f4TI0 1 isTaMMAM8rOTYTESsaiLUZLAFTOTERvEn A .. 1°3 firR BRA EMAMEID,Ef'AI_ / ° 43 BRAC FIT DETA+IET ST4 TYPICAL DETAILS ST5 TYPICAL DETAILS ST6 DETAILS ST7 DETAILS tuSIEDETAIESP ST9 DETAILS ST1O DETAILS ST11 NOTES & DETAILS ST12 SECTIONS AND DETAILS ST13 TYPICAL DETAILS ST14 MISC. DETAILS D_I p DEMO11Tl .OF (E QIlNDA;TrQ SD1.1 DEMOUTION PLAN OF (E) FOUNDATION SD2.0 DEMOLITION PLANS OF (E) ROOF FRAMING SD2.1 DEMOLITION PLANS OF (E) ROOF FRAMING t51k FO ND'ATTO - PLANzAREA' ISIT2UMUNDA7ONTRWARM133 S1.3 FRAMING NOTES S2.1 2ND FLOOR FRAMING PLAN AREA "A" S2.2 2ND FLOOR FRAMING PLAN AREA "B" S2.3 3RD FLOOR FRAMING PLAN AREA "A" S2.4 3RD FLOOR FRAMING PLAN AREA "B" S2.5 THEATER MEZZANINE FRAMING PLAN S2,6 LOW ROOF FRAMING PLAN S2.7 ROOF FRAMING PLAN S2.8 STAIR ROOF FRAMING PLANS S2.9 PEDESTRIAN BRIDGE BETWEEN SEARS & PARKING "A" PLANS & DETAILS 52.11 COLUMN LOCATION PLAN (LEVEL 1) AREA "A" S2.12 COLUMN LOCATION PLAN (LEVEL 1) AREA 'B" S2.13 DRAG LOCATION & COLUMN LOCATION PLAN (LEVEL 2) AREA "A" 52.14 DRAG LOCATION & COLUMN LOCATION PLAN (LEVEL 2) AREA "B" 52.15 DRAG LOCATION & COLUMN LOCATION PLAN (LEVEL 3) AREA "A" S2.16 DRAG LOCATION & COLUMN LOCATION PLAN (LEVEL 3) AREA "B" S2.17 THEATER ROOF DRAG LOCATION & METAL DECK PLAN S3.1 BRACED FRAME ELEVATIONS 53.2 BRACED FRAME ELEVATIONS S3.3 BRACED FRAME ELEVATIONS S3.4 BRACED FRAME ELEVATIONS 53.5 BRACED FRAME ELEVATIONS 53.6 BRACED FRAME ELEVATIONS S3.7 MOMENT FRAME ELEVATIONS S4.1 ELEVATIONS S5.1 WALL SECTIONS S5.2 FRONT ELEVATION & SECTIONS 55.3 FRONT ELEVATION & SECTIONS 55.4 FRONT ELEVATION & SECTIONS S5.5 FRONT ELEVATION & SECTIONS S5.6 WEST ELEVATION & SECTIONS 56.1 THEATER SEATING SECTIONS S6.2 THEATER SEATING SECTIONS S6.3 THEATER SEATING SECTIONS S6.4 THEATER SEATING SECTIONS 56.5 THEATER SEATING SECTIONS 56.6 THEATER SEATING SECTIONS S6.7 THEATER SEATING SECTIONS S7.1 TYPICAL PROPOSED STAIR FRAMINGS (DEFERRED ITEM) 57.2 SITE CANOPY PLAN, ELEVATION, & SECTION • 28 DAY (NORMAL WT.) 0 28 DAY LIGHT WT.) d 28 DAY ® 28 DAY 0 28 DAY o28DAY ® 28 DAY 3. CONCRETE SHALL CONTAIN A MINIMUM CEMENT CONTENT PER CUBIC YARD. 3000 PSI - 520 # 4000 PSI - 564 # 5000 PSI - 611 # 4. ALL CONCRETE SHALL HAVE THE FOLLOWING MAXIMUM WATER CEMENT RATIO COMPRESSIVE STRENGTH 3000PSI 4000PSI 5000PSI NON -AIR ENTRAINED 0.55 0.50 0.45 AIR ENTRAINED 0.50 0.45 0.40 5. PROVIDE 6% (±1%) AIR ENTRAINMENT IN ALL CONCRETE EXPOSED TO WEATHER. 6. UNLESS OTHERWISE SHOWN OR NOTED, CONCRETE COVER FOR REINFORCING BARS TO FACE OF BAR SHALL BE AS FOLLOWS: A. CONCRETE IN CONTACT WITH EARTH, UNFORMED 3" B. CONCRETE IN CONTACT WITH EARTH, FORMED 6 THRU #11 2" 5 AND SMALLER 1 1 /2" C. WALL, EXTERIOR FACE 1-1/2" D. WALL, INTERIOR FACE 1" E. STRUCTURAL SLABS 3/4" F. BEAMS, GIRDERS AND COLUMNS PRIMARY REINFORCEMENT 2" TIES, STIRRUPS & SPIRALS 1 1/2" 7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 8. DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE SAME GRADE, SIZE AND SPACING AS THE WALL REINFORCING. 9. ALL CONCRETE ON THIS WORK SHALL BE REGULAR WEIGHT CONCRETE, UNLESS NOTED OTHERWISE. 10. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. SEE ARCHITEC- TURAL AND MECHANICAL DRAWINGS FOR LOCATION OF SLEEVES, MOULDS, FLOOR HINGES, ETC., TO BE CAST INTO THE CONCRETE. 11. VIBRATION OF CONCRETE SHALL BE PERFORMED IN ACCORDANCE WITH THE PORTLAND CEMENT ASSOCIATION SPECIFICATION. 12. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF SEVEN DAYS AFTER ITS PLACEMENT: APPROVED CURING COMPOUNDS MAY BE USED IN LIEU OF MOIST CURING. REINFORCING STEEL 1. REINFORCING STEEL SHALL BE DEFORMED BARS OF INTER- MEDIATE GRADE CONFORMING TO A.S.T.M. SPECIFICATION A615 GRADE 40 FOR BARS #3 AND SMALLER: A615 GRADE 60 FOR BARS #4 AND LARGER. MESH REINFORCING SHALL CONFORM TO A.S.T.M. SPECIFICATION A 185. 2. REINFORCING STEEL FOR PILES, PILE CAPS, AND GRADE BEAMS SHALL BE DEFORMED BARS LOW ALLOY STEEL CONFORMING TO ASTM SPECIFICATION A706, Fy=60000 PSI MIN. 3. REINFORCEMENT MARKED CONTINUOUS MAY BE SPLICED BY LAPPING, AS PER DETAIL U.N.O. 4. MIN LAP OF WELDED WIRE FABRIC SHALL BE 6" OR ONE FULL MESH PLUS 2", WHICHEVER IS GREATER. 5. DOWELS FROM FOOTINGS SHALL BE OF THE SAME SIZE AND SPACING AS VERTICAL WALLS AND COLUMNS REINFORCEMENT, UNLESS NOTED OTHERWISE ON PLANS SEE FOR EMBEDMENT LENGTH SCHEDULE. 6. PROVIDE SPACER BARS, SPREADERS, CHAIRS, BLOCKS, ETC., AS REQUIRED TO SECURELY HOLD STEEL IN PLACE. 7. REINFORCING BARS CONFORMING TO ASTM A706 SHALL BE USED FOR RE -BARS REQUIRING WELDING. r FILE Permit No. Plan review approval Is subject b3 errors and cmissise. Approval of construction documents does not viae the violation of any accepted code or ordinance. Reo 1pt t►f app • �• _`, mid condctions Is acknowledged: r. ;11;Itl�21111oft...._ BY Date: It aty of Tukwila BUILDING DIVISION REVIIELOKS No des shall be made t the scope of work without prior approval oa Tukwila Building Divi s!on. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. sivuouva{ rry 401s \7:e)mt; vevicWed pMd, a.Pprovcd \•2t1 4,e+d A)idcUt""by, kLL�U444 u"%tikutoi-, uhc.cv “v\ ?ev4- D(- 143. OD& 1-0 633 Southcentar Mall Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT fl -IE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448-8182 Fax: (626) 448-8092 JOB# 25906 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Approvals:' DEMO PERMIT 11/13/2006 Key Plan: No. Revision /a\ Date 06/23/06 /, ADDENDUM C A\ ADDENDUM E 08/07/06 PLAN CHECK REVISIONS 08/21/06 0 ADDENDUM G 09/05/06 0 ADDENDUM I 09/26/06 k PLAN CHECK REVISIONS 10/30/06 DEMO PERMIT 11/13/06 07/12/06 ,r, A A A A A A A A A A 0 RECEiVED A A 0 CITY OFT(1KVILP N0 13 7005 PERMITGENTER Sheet Title GENERAL NOTES Job No. t9 Date Scale ; User: admin ; J:,25906\259065T1.DWG 0 1 November 09,2006 — v 0 FLOOR SLAB JOINT ( CONSTRUCTION JOINT OR CONTROL JOINT 0 2'-0" SQ. POUR AFTER COL ERECTION2 AND PLACING OF CONC. SLAB Q BASE PL. (SEE SCHEDULE ON S2.12) W/ 4-7/8 0 A.B. @ 12" O.C. MIN. (U.N.O.) OVER 1/4" LEVELING PL. W/ LEVELING NUTS ON 1 1 /2" DRYPACK (fc'=6000 PSI) U.N.O. ®#5 BAR TYR O CONC. SLAB & BASE 1/2" 0 2--0 " O wm um u_v o / / PILE CAP STIRRUP A BARS GRADE BEAM b EMB. SEE PLAN PILE CAP % POLYSTYRENE BOARD , I I cy TYP. / II ♦ (E) SLAB STL. COL. BEYOND SEE FON. PLAN TYP. ®1 /4" LEVELING PLATE 1 1 /2" Q� Q 11 II SEE PLAN ' I- e • O7 STEEL COL. SEE 0 . U.N.O. PLAN FOR I (S2.11 & S2.12) ORIENTATION a ISOLATION JOINT W/ 1 031/41"Q \ II B BARS — __-_ EMB./ / / -III III— PREFORMED JOINT FILLER NOTE: 3" CLR O _O TIES " `" I "� IF PILE CAP IS NOT LARGER ENOUGH FOR FULL EMBEDMENT OF A & 'B'BARS, PROVIDE 90' STD HOOK W/ 13"EMBED FOR #6 BARS (SEE 3/ST11 FOR EMBED LENGTH)/ A A / •� 1 ARUND ANC3 HOR R BOLTS 1 D PILE CAP SEE PLAN &\ PILE CAP SCHEDULE (2/-) -1% \/\ •� e • I I • • j\� / I I (PILE NOT SHOWN FOR CLARITY) 0 \/\ MARK SIZE TOP BARS BOTTOM BARS 0e -per N �\\ A BARS B BARS STIRRUP REMARK 1 / \ %� - GRADE BM. SEE PLAN b INCH d INCH NO. SIZE EMBED NO. SIZE EMBED GB1 14 14 2 #6 45" 2 #6 32" #3 © 12" 0.C. CLOSED TYPE STIRRUP Q O \/, v \ \\ j\ f '\� � *' GB2 48 42 6 /t\ #10 CONT. THRU#4 PILE CAP 6 #10 CONT. THRU PILE CAP (LAP REBARS 0 MID -POINT BETW. COLUMNS) r_ 6" O.C. CLOSED TYPE STIRRUP PROVIDE MIN. WELDING j\\�j THICKNESS PER 1 4/• AISC, BUT NOT / " THKS THAN 1/4" n q\/\ 0 (E) PILE CAP \\\ � ,, / GB3 36 30 4 #g CONT. THRU PILE CAP 4 #9 CONT. THRU PILE CAP (LAP REBARS © MID -POINT BETW. COLUMNS) #4 0 12" O.C. CLOSED TYPE STIRRUP 5 / PILE PER PLAN GB4 08" 42 10 #9 CONT. THRU PILE CAP 10 #9 CONT. THRU PILE CAP (LAP REBARS © MID—POINT B. COLUMNS) TIES® 2" p4C, CLOSED STIRRUP a TYPE , Co •-• -me o 111 111=11 -� I I1 I—IGB5 1 -III -III ��- 1-111=111- 1=111E 111=_111=1 48 48 6 #9 pLETRU CAP 6 #9 CONT. THRU PILE CAP (LAP REBARS 0 MID -POINT BETW. COLUMNS)-- #4 © 6" 0.C. CLOSED TYPE STIRRUP m 6" Lu ' N IN. COVER GB6 36 48 6 LEA #9 CONT. THRU PILE CAP 6 #9 CONT. THRU PILE CAP (LAP REBARS CO MID -POINT BETW. COLUMNS) 6" #4 COO.C. A CLOSED TYPE STIRRUP r /B\ GB7 24 24 4 #8 4 CONT. THRU PILE CAP #8 CONT. THRU PILE CAP #4 8"®O.C. CLOSED TYPE STIRRUP n� /e\ n� ® 10 GRADE BEAM PROFILE & SCHEDULE ;, COLUMN BASE (NONE BRACED FRAME/MOMENT FRAME COLUMNS) ,! NEW GRADE BM. FTG. AT (E)GLDG. FOR PILE CAP SIZE & REINFORCING SEE PILE CAP TYPES, PILE CAP SCHEDULE (1/- & 2/-) & PLANS A EXTEND ALL VERT'S ` F F (VAREIS) STANDARD REVIEWED FOR CODE COMPLIANCE 4 �I��i�P1\�� NOV X006 90' BEND EXTEND ALL VERT'S FOR PILE CAP SIZE INTO PILE CAP W/ SEE PILE CAP TYPES, 90' STD HOOK SCHEDULE (1/ST2A &REINFORCING PILE CAP & 2/ST2A) & PLANS F F (VAREIS) 00 3'-0" INTO PILE CAP WITH 90' STD HOOK STANDARD (Cr BEN SEE 3/ T11) TOP OF PILE CAP _ ED TOP OF PILE CAP ♦ SEE PLAN Cl. o - I \ a 3" CLR NP' 1,./ TOP OF PILE CAP ca ►O SEE PLAN TOP OF PILE CAP ♦ W _♦ d. ♦ ♦ w d .� W1:- . �� . W d �y a DEPTH SEE PILECAP TYP •OF _1 = CD IJI I o ~ BoTT. of DEPTH ___=\ VDATION PLANS DEPTH 0 w a W U=11E111=1I T I _ i111 = 111=11 I N of a _ a =III I I 1=1 I W 1II _ "° — �f° C-3 1-a d LLI a 1411_� UCC -F.1 w =1 I I i I 111-E1 I -1II- f f Cn III -II �� BOTT of In III=11 J-• `� .. o . BOTT. ♦ ♦ ---� = PILE PILE CAP ♦ PILE CAP i ♦ '� 11 I-- PILE CAP i _ _I (I— PILE CAP I I _ ♦ I I I 1-1 I 1=111- —11 I-111"=1 11E111 -El 1- 1 � 1=11 i=i ■ ■ ■ ■ ■ ■ —IST=111- -111-1 1= I 11 11 PI I -1 1= =111=1 =1 11= 111 ; I - 'o ♦ ♦ N. _` 11-111- ETEI 1-111=1 111 =111=1_I 1= =1 1 111=1 3" CLR = — =111=111- -I 11=111 111 -1T1—� 1 -III- 111E1 1I1= 111 1 = d- BOTT. MAT REINFORCING \ - a I \ _=I1 —1 I 1-1 111=11 =111=11=1 " 1 1/2" CLR 1—f 1 I � 11 I-111= .i a4 ° 4 d , ° —I I 1=111- _I War a ---1 11= .1 T 1 � I 111- :111-I -1II- J V _f '`' a ♦ ♦ = I 1-1 11` =111=1 I 1=1 111=111=11 I =111=111=1 1 1 /2 CLR- ,° -1 I 1=N1 I- :111=111- —111= :WEI I -111- 111-1 �r City Of Tukwila ' / ISION_ BUILDING DIVISION cv C ° 18"0x0.5 THICK I I -1:111p ='' STEEL PIPE DRIVEN PILE co 1f -111- ,�/ ; 2 1 /2"CLR. cv 1 ( n 1 /�'� "B" FILLED W/ CONCRETE ( P3 PILE) FOUNDATION PLANS -1 �-- - • -#7 VERT. W/ #4 SPIRALS 0 1 a d ° ° ° 6-#6 VERT. W/ #4 SPIRALS I II BARS (6 TOTAL) b 1 1 II= I I—I --111= /� 16" DRIVEN GROUT PILE SEE PLAN FOR LOCATIONS =1 "A"BARS a `n♦ ♦ III 11- —I =III II -1 _-L- ° 4 s ° o # 3" PITCH -III= h =III II —I -III= 4 ° ° ° ° CSD 3" PITCH 1EI I1=1 111 -11111 _ i. 11111 (6 TOTAL) cn Q Ni- 11=1 -111- 111-1 -1TI_ =1- — (P 1 PILE) di:Zio!!"°' 0 6400. � /t�\ D 111= 11� ;I - 4 °Q ° ° ° 4q - -USE COMPLETE PENETRATION cn WELDING © SPLICESa TYPICAL 111—� _1 1_ -1 a- ° . o d ill4 ■ VARIES, SEE FOUNDATION - 4 4 4 O z18" 4 p 4 24" DIAM. AUGER CAST CONC. PILE 44o ° 4 18"0x0.375 THICK CLOSED—END STEEL PIPE DRIVEN PILE a FILLED W/ CONCRETE ° 4, ° ° x0.375" THICK CLOSED—END STEEL PIPE DRIVEN PILE FILLED W/ CONCRETE ' SEE PLAN FOR LOCATIONS ( P2 PILE) ♦ 1 #9 CENTER BAR CONT. VARIES, SEE F( 1-#9 CENTER BAR CONT. A w' o IA a ( P3A PILE) 'B' "I -III= 111111 .I 111� —111 1111111 :I11I I, En vi W h6 ° 4 4 a °p y 4 4 L44 G 6 4 8 4 4 >p q 6 Ci. 4 < C ° q 6n h n q e h d 4 b 11-111-111-111-111-I Er' VARIES, S °a ° ° °n 4 °A 4 `a ,, °� a 4° °0 `� �` 4 ° 4 4 d a 4 4 4 I I I 11111 11111I11 —11 111111 111 BARS (6 TOTAL) I I III I "A' BARS (6 TOTAL) 111=I i•G>'' 1111111 \dry IIIIIIIII `� J ... III; =111=lif 1 •�1V • • • • PILE SCHEDULE PILE DESIGNATION PILE TYPE VERTICAL REBARS LATERAL REINF. P1 16" 0 DRIVEN GROUT PILE 6-#8 #4 SPIRALS © 2 1/2" PITCH VIEW 1-1 ♦ /C\ 1/2" CAP FC END OF PILE PILE AT PILE CAP 0 F PILE AT PILE n 1/2" CAP P END OF PILE CAP (= , D) PILE AT PILE CAP (0 , Q , 8c 0) PILE AT PILE CAP OF © P2 24"0 AUGERCAST © 12-#8 #4 SPIRALS CSD 2 1/2" O.C. CONC. PILE (SEE PILE ELEVATION C/-) 18"0 CLOSED—END STEEL PIPE DRIVEN SEISMIC FRAMES (0 ID 0) PILE CAPACITY (COMPRESSION/TENSION/LATERAL) 350/125/10 KIPS Z\ NOTES: SEISMIC FRAMES ((5 O liD) PILE CAPACITY (COMPRESSION/TENSION/LATERAL) 450/225/20 KIPS P3 PILE BACKFILLED SEE B1/— SEE B1/— W/ CONCRETE PILE CAPACITY (COMPRESSION/TENSION/LATERAL) 450/225/50 KIPS PILE CAPACITY (COMPRESSION/TENSION/LATERAL) 450/225/50 KIPS /e\ NOTES: 18"0 CLOSED-END STEEL PIPE DRIVEN 1). GRADE BEAM NOT SHOWN FOR CLARITY SEE PLAN & 5/- FOR GRADE BEAM INFORMATION 2). SEE PLANS & 3/— FOR PILE INFORMATION 1). GRADE BEAM NOT SHOWN FOR CLARITY SEE PLAN & 5/- FOR GRADE BEAM INFORMATION 2). SEE PLANS & 3/- FOR PILE INFORMATION P3A PILE BACKFILLED SEE B2/--- SEE B2/ - W/ CONCRETE AUGER CAST CONCRETE PILE AND PILE CAP ELEVATION SCALE I-Lrlf 1,,a STEEL PIPE DRIVEN PILES AND PILE CAP ELEVATIONS SCALE .1 �'i DRIVEN GROUT PILE AND PILE CAP ELEVATION SCALE PILE SCHEDULE 1/2"=1'—o" 1/2„_1'_0” 1 1/2"-1'-0" 633 Southcenter Mall Tukwila, WA 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants ANF & ASSOCIATES Tel: (626) 448-8182 Consulting Structural Engineers Fax: (626) 448-8092 JOB# 25906 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Approvals: DEMO PERMIT 11/13/2006 Key Plan: NORDsMOM macyt SIA No. Revision Date o ADDENDUM C • ADDENDUM E 08/07/06 PLAN CHECK REVISIONS 08/21/06 L ADDENDUM G 09/05/06 AI ADDENDUM I 09/26/06 , PLAN CHECK REVISIONS 10/30/06 • DEMO PERMIT 11/13/06 A 06/23/06 07/12/06 .1h► A A A A A A 0 A A 0 A A 0 A A A A RECEIVED �f rnn,-)r-r,�rnnrr A •47 r . �n d isaea vpr,,,^ NOV 13 900 PERMITCENTTP Sheet Title GRADE BEAM, PILE CAP PILE DETAILS, AND ELEVATIONS f Job No. Date Scale 1129 Iliuiummlull III Vgyi,uuuulll III 1111 '11,11111111111 lip„ n4 11111 1011111 II SI1111111111111111111111 ; J:\25906\25906ST2.DWG ISI MARK NUMBER OF PILES SIZE REINFORCEMENT TOP BARS BOTTOM BARS CROSSWISE LENGTHWISE CROSSWISE LENGTHWISE OA 1-16"o 3'-0"x3'-O"x36" - - 5-#6 5-#6 Al 1--24"5 4'-O"x4'-0"x36" - - 5-#6 5-#6 © 1-18"6 3' -0"x3' -0"x36" - - 5-#6 5-#6 OC 2-18"0 7' -6"x3' -0"x42" - - 6-#6 14-#6 C1 2-1815 9'-O"x4'-6"x48" 6-#6 12--#6 6-#6 14-#6 O 2-16"0 7'-O"x3'-O"x42" - - 6-#6 A\12-#6 ® 2-24"0 12' -0"x6' -0"x48" 6-#6 12-#6 6-#6 18-#6 O3-16"0 7' -0"x7' -0"x42" - - 12-#7 12-#7 O4-18"0 9' -0"x9' -0"x48" 12-#7 12-#7 12-#8 12-#8 G1 4-18"0 10' -0"x9' -0"x48" 12-#7 12-#7 12-#8 12-#8 O4-24"0 12'--O"x12'-0"x48" 12-#7 12-#7 15-#8 L\15-#8 O6-241'0 18' -0"X12' -0"x48" 12-#7 12-#7 18-#9 18-#9 NOTES: 1. SEE PLANS FOR PILE CAP TYPE DESIGNATION 2. SEE 1 /ST2 FOR PILECAP TYPES n PILE CAP SCHEDULE 2 3 3' —0"x3' -0"x36" (ONE 16"0 DRIVEN GROUT PILE) wr—♦ o \ / ..--'\ 1 / I 1 1 1 Lu �\ 1 M N ♦ \ \— '-6" 4'-6"MIN. 1'—" ♦ 6'-0" 7'-6"MIN. 3'-0" / 7' -6"x3' -0"x42" (TWO 18"0 STEEL PIPE PILES) • EQ. yV EQ. - \ /rte\ 1 1 1 / / 1 �\ 1 M N ♦ \ \— ,. 4 3'-0" ♦ 6'-0" 3'-0" / / / 12'-0" / / 12' -0"x6' -0"x48" (TWO 24"0 AUGERCAST PILES) 04 • ♦ N / ` 1 / — •. ` / ` / 2'-3" 5'-6" / 2'-3" 10'---0"x9'-0"x48" (FOUR 18"0 STEEL PIPE PILES) 0 or d w EQ. EQ. L. 4'-0", 4' -0"x4' -0"x36" (ONE 24"0 AUGERCAST PILE) \ In cY \ / ( \ J/ 1 / / 1 \ ``l/ \ 1 / M N ♦ \ \— N 1 \ / 2'-3" ♦ 4'-6" 2'-3" / / 9'-0" / / / / 4' -6"x9' -0"x48" (TWO 18"0 STEEL PIPE PILES) co I •---\ / 1 / (/� ` 1 1 / ) a d- / — 1' N 1 \ / I ♦ 4'-O"MIN. 1'-6" 4'-0" 7'-0"MIN. / 7'-0" / 7' -0"x7' -0"x42" (THREE 16"0 DRIVEN GROUT PILES) 0 ♦ Z 0 c0 ♦ .---, .~_--- / \ / \ 1 1 1 1 / \ / —/ •�`—/ / 3'-0" 6'-0"MIN. 12'-0"MIN. / 3'-0- 12' -0"MIN. " 12' -0"x12' -0"x48" (FOUR 241'0 AUGERCAST PILES) z 1 c0 3' -0"x3' -0"x36" (ONE 18"95 STEEL PIPE PILE) wt:l' ' •---\ / 1 / •—\ / 1 1 / w 1'- 6" 4'-O"MIN. 1'-6" 7'-0"MIN. (iE 7' -0"x3' -0"x42" (TWO 16"0 DRIVEN GROUT PILES) 0 o co / 2'-3" 4'-6" / 9'-0" / 2'---3" / REVIEWED FOR CODE COMPLIANCE NOV 2 72006 BUILDING DIVISION 9 —0"x9' -0"x48" (FOUR 18"0 STEEL PIPE PILES) 1 r 1 / 3'-0" 6'-0"MIN. 6'--0"MIN. 3'--O" 18'-0"MIN. 18' -0"x12' -0"x48" (SIX 24"0 AUGERCAST PILES) NOTES: 1. SEE 2/- FOR PILE CAP REINFORCING STEELNOTES: 2. SEE A/ST2, B/ST2, & C/ST2 FOR PILE DESIGNATION, PILE CAP ELEVATIONS, AND PILE REINFORCING STEELS. 3. SEE PLANS FOR NUMBER OF PILES PER COL & PILE TYPES. PILE CAP TYPES 1 633 Southcenter Mall Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448-8182 Fax: (626) 448-8092 JOB# 25906 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Approvals: DEMO PERMIT 11/13/2006 Key Plan: was No. Revision Date n 06/23/06 A\ ADDENDUM C A\ ADDENDUM E 08/07/06 PLAN CHECK REVISIONS 08/21/06 LL ADDENDUM G 09/05/06 ADDENDUM I 09/26/06 PLAN CHECK REVISIONS 10/30/06 DEMO PERMIT 11/13/06 07/12/06 A A A A A A A A A A A A A A RECEIVED A OI1YOFT1MLP ktnti,9 0 onnn flu. 1 .� /1.11.."5 A A ding i V6,8 Ai Gil Sheet Title PILE CAP TYPES & PILE CAP SCHEDULE Job No. Date 1'129 Scale 11111111111111 I Bill User: admin ; J:\25906\25906ST2A.DWG November 09,2006 — 10:37 am 633 5outhcenter Mall Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING 15 AN INSTRUMENT OF SERVICE, IS 7HE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448-8182 Fax: (626) 448-8092 JOB# 25906 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Approvals: DEMO PERMIT 11/13/2006 Key Plan: No. Revision A, ADDENDUM C Date 06/23/06 07/12/06 ADDENDUM E 08/07/06 PLAN CHECK REVISIONS 08/21/06 • ADDENDUM G 09/05/06 • ADDENDUM I 09/26/06 PLAN CHECK REVISIONS 10/30/06 A DEMO PERMIT 11/13/06 0 A A A A 0 A A A 0 A Oc1''91IGrl CITU OFTUKWILP 0 NUv 13 7006 A A PEHMITGENTER Sheet Title TYPICAL BRACED FRAME DETAILS Job No. Date Scale 19 1111111,11111111 User: admin ; J:\25906\25906ST3.DWG November 09,2006 — I L . TE ® COL TO ®®OR 10 \ / 1 COL. & BASE PL o �� \ SEE BRACED FRAME ELEV. / LINE OF DIAGONAL 1 1/4" 0 1/2 FOR / TL FULL D OL. WEB 1. x17) N • BASE PL. 3/8" V 1 BRACE PER ELEV o �i " ` \ ; ?� O 2 GUSSET PL � \\� \�► ''\ �� 7 / / �� / ,� ) � / �/ /; TYP �� 9 . ELEVATIONS PCE 2 ED 10 / .� rr O GRADE BEAM, SEE PLAN Q TYP. fi"f ®SEE GRADE BEAM (TYP.) 11 O r - ` 0 T — — —1 4-#6x PILE CAP WIDTH © / �'' ,r� / / •' SCHEDULE FOR TIES FIN. FLR. / � = � / d- I MINUS 6" LG. TYP. J 7/16 r� \ ri �g;� Q / ill � TYP O 2" THK.x20" WIDE Q \I / ��,' / Q _ - ` ! \ I I • ° . - a BASE t W/10-1 1 /4"� HEADED ANCHOR RODS AN \� i,� / Qg * 0 Q O FINISHED FLOOR SLAB 4%1 • O 2" GUSSET PL. T.O. PILE CAP • • I I • • ASTM F1554, GR105) ♦ r TYP>3 8"• / z � / `\0'7/4.00/I. Q7 FOR BRACED FRAME ♦ AND GRADE B. I I GAGE OVER d 1 1/2 NON -SHRINK N , ? Q F'F , \ \ 2 / 1 j,� 15/16 (1 1 4"FOR / TYP. W14x176 ) 4 10 L `J1 3 BRACE SEE PLAN Q Q2 CONN. DETAIL I I I • • I • • 1 • • I I I 7 F.F 0 L\ ., PLATE® SEE 1 D Arlk & AI I I I I I 1r 1 I -- J 1 I I 50 1" SHEAR " � ' 2 MIN /4. 7/S (1 1/8'FOR 42"�g M W14x176)GROUT GROUT (PROVIDE 2--3"� HOLES IN PLATE) moo• ♦ ��1 V<\\I X/ Q Q I �`'I I I L I I I w/1"0 A490 -SC BOLTS 'r v/% / h� CDL SEE PLAN 4 STL COL O • V• \\ 18" 18" / = % +lF� 1 7/16 / ® STEEL COL SEE PLAN / 11 SEE PLAN r \' \ ' / // // i.,. FOR SIZE &LOC. ,, , , , ,tea ® SEE GRADE BEAM /B\ ' ` " " ` ,.' �� �� � SCHEDULE FOR REINF. ®2 ROWS OF #4 DOWELS " @ 6 O.C. (TOTAL OF ROW SPACING 18) " 28" 10 PILES NOT SHOWN FO CLARITY Q 24, 12" A Q i • • • e • • •J .,.. O STEEL BEAM SEE PLAN I I+ 4- 4- 'OF BOLTS ® 3" 0 C THREE ROWS, TYP. 1 n © Q5 10'! X -STRONG PIPE SEE 3/- n� I I l �' 'l El ox10x1 /2�� /C�\ 0.I v " ® #4 0 ©3 D.C. ¢w Owo N - d. Q7 DOUBLE NUTS G N Q9 3/4" THK. PLATE AS REQUIRED © 3/4" STIFF. PLATE + + - -' I+ ® 5/16"� f�1Dx10x1/2 10 " 0 BLOCKOUT OF CONC. 1" W m EA. SIDE OF STL. GUESS Pu) W/STYROFOAM TYP- @BRACE 10 1 1 2"� GROUT HOLE0 0 O 0 ON TOP OF 10"0 PIPE TYP. * SEE NOTES AT DETAIL 1A 0 11 2-#6 CONT. W/90' HOOK e.o PILE CAP ®11 BLOCK OUT CONC. 1" EA. SIDE OF STEEL 1 AT END TYP. AT EACH ROW o OF #4 DOWELS. SEE PLAN & PILE CAP SCHEDULE (ON SHEET ST2) GUSSET P W/ STYROFOAM TYP. DIAG. BRACE ®TYP PLATE O5 BRACED FRAME CONN. TO COL. FLANGE 12 THICKEN SLAB ABV. PILECAP FOR PILE CAP SIZE & REINF.•/ YJ o \ •0 *SEE NOTES AT DETAf 1 A/- 0 5/8"� ��oL nP TYP. BRACE CONN. © PILE CAP 1 BRACE PER ELEV I FRAME CONN. TO COL. WEB DETAIL 21 BCHEDUIE ' ® 2" GUSSET PL. TYP_ \ © 3/8" TYP 0 ®BRACED / 5 s- / Q3 2" THK.x20" WIDE / BASE Ft W/10-1 1/4110 /� - W14X145 W14X159 W14X176 ��ry NOTE. 1 CONC. CURB 'L / T0 / .;7� " " PLATE A 16x1 3/4 " 16x1 3/4 " " 16x2 * 24" 37" 42" &43" SHOWN ARE THE MIN. , GUSSET PL. AND HEADED ANCHOR RODS �\ (ASTM F1554, GR105) -• GAGE 14) OVER �\ \\ "� ��' / / / ;i / �� �� �r /� / '%` / Q p BOLT A 10-1 3/811 490-X 10-1 1/2"0 490-X 12-1 1/2 � 490-X 4Z WELDING WITH THE LENGTH REQUIRED FOR THE DIAGONAL LARGEST INTERSECTING ANGLE TO THE BRACE COL / 7%id �� 7 O � 77 / //if �� / p SEE ARCHDWG Q & TYP. DETAIL Q2 BM. SEE PLAN 3 L4x4x1 4 DIAG. Q W/7/8`� THRU BOLT 4 an W SEE 8 N ALL. / REBAR INFORMATION0 Ila QTYP " " " �` ��� o WHEN THE INTERSECTING ANGLE BETWEEN THE DIAGONAL 1 1/2" NON -SHRINK � GROUT (PROVIDE 2-3"� \\� GROUT HOLES IN PLATE ® ) �.. ./ ��� / NOTE: ALL BOLTS SHALL BE 490-X BOLTS 15 x5/16 x25 PL TYP. a r � AT T&B FLANGE a fit/ � " " " �� BRACE &WELDING AND THE COL BECOMES SMALLER, LENGTH WILL BE LONGER. THE THE ACTUAL GUSSET PL LENGTH " Q Q2 2 GUSSET PL. LATE 2 4 STL COL ® Q 5 SO X -STRONG d- L�..F_... �j * �qZ16">\0 (1 1/FDR W14x176 l E.G. 10 x1/2B 1�6C�Lvy �y OF / \ DEPENDS ON THE BRACED FRAME GEOMETRY. 3 BRACE SEE PLAN o F.F Cz *o_N �� FULL DEPTH TO 90,-- 1 1/4"/FULL - (1 1/2'FOR W14x176) PIPE SEE 3/ nF.F. \ I /FOR 1" SHEAR PLATE© - f5"/-Al/ti>/7 Z EDGE OF COLUMN �'� r �� / %�I ry �/ NOTES 1'1/6 1 A a 5/8" STIFF it _ D A ' 7 �0 Is L6x3 1/2x5/16x11" EA. SIDE w/1"s� A490 -SC BOLTS 6 STEEL COL. SEE PLAN O //j O MI / 2 \ PLATE Q O " W/1-7/8 0 THRU BOLT Q 7 4 ©� 3" O.C. o # 9 1 7/16 j FOR SIZE & LOC. 7/8" / 142" TO BEAM �:r.rr - J. : i'.'I ��/ ® TS6x6x1/4 020'-0"0.C. © 8 DOUBLE NUTS ® I �`� ' 7o STEEL BEAM Q SEE PLAN ®BLOCK OUT CONC. :: ;; $ -e- $ f $ $ -9- -e- $ _9712; $ $ -6- . d w m= 3 ®^ (1 1/8 FDR W14x176) •. 2 ROWS ,� $ti / il // A ` !� SEE SCHEDULE '� a'� / OF A490 -X BOLT BOLTS, GATE 7" " " A AT EA. FLANGE O BENT ,SEE 3 5T5 / 3 SIDES i�I 0 r- " "• ®2 THK.x7 x9 1 /2 a PLATE EA. SIDE ¢I:i ,�\ [V TYP 1/4" I I I I 1 2"THK. PL " " �\ ', •0 . . i N / / / �� �� ��, % f / _' 4-A490x1 3/8"BOLTS TYR ? Q1 2 O Q3 SLAB ON GRADE, SEE PLAN GRADE BEAM, SEE PLAN & SCHED. REBARS IN GRADE BEAM EOR BRACED FRAMES CONT- THRU 1" EA. SIDE OF STEEL GUSSET P W/ STYROFOAM - -e-$ _ _ e E3 v �� gx�m� OF GUSSET PL Q 10 DIAL. BRACE BOTH La �u_i''' SIDES ac 1'-n" ---' - TYP. 0 DIAG. BRACE 2'0~ 11 BRACED AT ONE SIDE SEE 10/ 12 BLOCKOUT OF CONC. 1" EA. SIDE OF STL. GUESS PL. W/STYROFOAM TYP. ®BRACES 13 1 1/2"0 GROUT HOLE T ON OP OF 10"0 PIPE TYP. A *SEE NOTES AT DETAIL 1A/- 0 ©'; O9 THIS 3 " Q BOLT C OF CAN COL. BE E.S. OFF *SEE NOTES AT DETAIL 1A/- / Q nP_ PLATED 1MIM1 PLATE A AT T&B OF BRACE FLANGE � N44 (4--A490x1 1/2"0 BOLTS FOR W14x176) PILE CAP TYP. (SEE 5/ST2) SEE SCHEDULE N ` _ F` '` �COL,Typ, B BRACED FRAME CONN. 5/8" TO COL. FLANGE BRACED FRAME CONN. To COL._ WEB�. •1 `b 4 "x10"x26 1/2" PL E.S. + 1 III III III III III III III III _ _ _ _ _ _ DETAIL 2 BRACED FRAME CONN. DETAIL 17 BOTH SIDE BRACED FRAME CONN. 1 +/+� III III III III—III---I I I ------I I E dz„t:vq -III I I-1 I—"'—J "—" ,_t "—"'-' II `offie v. __ I1 _I i © " ®2 GUSSET PL. Q3 BRACE SEE PLAN O BM. SEE PLAN O TS10x1 Ox5/16 " Q2 W1 Ox22 O FULL HT. 3/8 SHEAR 0 L6x3 1/2x5/16x0'-8" �® L4x4x1/4 ®20 -0 W/1-3/4"0 THRU BOLT W/7/8"0 THRU BOLT (PROVIDE 2" VERTICAL SLOTTED HOLE IN L6x3 1/2) PL TYP, O.C. EA- END PL. ®TOO & \ PLO TO BASE PL / 5/8" 1 BRACE PER ELEV 5" 5" % 0 TYP Q ADD 5"x1 "W STL 0 CAL. FLANGE PL TO BEAM �- , / 4' 7 OR WEB F\ / 8/- .- FOR I - Q2 2 2"GUSSET TYP Q3 2" THK.x20" WIDE BASE ft W/10-1 1/4"0 HEADED ANCHOR RODS / \ ASTM F1554, GR105) ' � \' �g "e\ / ,firiir ,r�' / ii / ( ,/ / ;.� / !/A /% • / © '� SEE ADDITION BASE E OR STIFF PL `_ •©/ � *, BEAM FLANGE 1 - I � ��� ��� ��� _ _ I I—� I I- BRACE WHERE ® 1" SHEAR SEE BRACED FRAME w/1 A490 -SC BOLTS ® STEEL COL SEE PLAN FOR SIZE &LOC. Q STEEL BEAM `�. SEE PLAN 9 3/4" THK. PLATE O AS REQUIRED .� , ,�...,. 1 b 3/4" STIFF. PLATE '•.\, `> OCCURS, ELEVATION I I TYP. (1 1/$ FDR W14x176) (1 1/2"FOR W14x176) � %ti.., %.f/ r„`."J /2„,, /.- r / SEE NOTE 11 �i <-;,/ ///1 OF 17A/- Q Q5 TO ' E 1 N/ € 3/8' A s ► �� IL I-1 �-� I �T—I-�-1 II I i lI I - GAGE 14") OVER R 1 1 /2" NON -SHRINK c�•i © C I D• �C` / 5/a I w 5 16 / SEE PLAN " 2-3 0 , ? T i E ;l € I _.. GROUT (PROVIDE F•F (X l'��jy�t, Citi 1 7/16 \ GROUT HOLES IN PLATE) " n 4 1x5 STIFF PL O x�y j j , ��"_ �- //.�. ' '� � _ 1 .. FUS` r EA" SIDE (TOTAL 4) oo •: " ��, 1 ..1► r 18 /ice, a I TYP. -•0• a r BEAM TOP FLANGE D ETAI R������ I-� E C��IP QIP 1 (`U® - 7 GRADE BEAM SECTION 2 I \��, �. �• Q5 1 O ! X -STRONG Y� �� �� .� �� PIPE SE n E 3/ / \ I I I I `� I -- j OR BASE PLATE �,�p(���'�" 1 =` a o '; �" ® DOUBLE NUTS �w G 0 0 "� 3 O 0 0 0 0 N 1 1/2"� GROUT HOLE o ' I �� " `.: © . % 5/8" r✓f >PLATE COL.TYP. aUl Q9 2" THK.x7"x9 1/2" 41 e d i ♦ °; II I l ' ( WNL 'i O 31 ��\11, 01°1 2"rHK. BASE PL. SHEAR LUG EA- SIDE OF GUSSET PL 10 BLOCKOUT OF CONC. 1" © 0 Q Q TYP. ,, 1 - fE NOTES: 1 IF d730", ADD 1 1 2"x4" WIDE STIFF / f PLATE 01\'�Zl`� 1- EA SIDE •OF STL. GUESS PL. 5/16 W/STYROFOAM TYP. ®BRACES " 4 * ,SEE NOTES AT DETAIL. 1A/- 4- 4- -�- 4- + �� a o� 4- ± 4- 4- 4- I I' z O _,/,_,1_,) © EA. SIDE OF GUSSET PLATE (LOCATION d 1=30") //I .:- / // / / 11 1 /2"x4"x16" PL. \ EA. SIDE 12 1 1/2"0 GROUT HOLE ON TOP OF 10"0 PIPE TYP. NOTE' SEE 8/- FOR INFORMATION NOT SHOWN J 2). THIS DETAIL WILL APPLY TO DETAIL 3). THIS DETAIL APPLY TO DIAGONAL BRACES 14/- & 17/- \ _°♦ r♦ 11/////// ` . i I N I. -` ; TYP� 3/8" > / ° _ , DETAIL 18DETAIL 13ADDED STIFF fE TO GUSSET FE DETAIL a � CP WELD\ 4-4-4/ 4----- °� ti / L PLATE Q2TYP/ N • . : / o 7 8" 42" BEAM M 3/4"0 WELDED STUDS " ® 12 O.C. 3/8 FULL DEPTH PLATE W (3) 7/8 ! A3255C BOLTS Q1 STEEL BEAM SEE PLAN �v. M. ' ®2" GUSSET . ', t, 20 f�., r�I f ® 1 , - / ` es . C 10"fix-STRONG PIPE Q1 BRACE PER ELEV �T1' P COL. TO . . I - i �', ` \ r _ i� , ? Q 0') \ .0 (1/1/8'FOR W14xi © 0 • V ABASE PL. *SEE NOTES AT DETAIL 1A/- 3/8 ! . ,,,X z \ O 2 GUSSET PL " •--,t _ - .. _ ; ,y4 ®BRACE PER ELEV. `. ti ti, w \ - N x / '•/;' r � F'fi ,:rc-r \ \ �TYP n " 3a 2 THK x20 WIDE / fr}` 41,,,,,://,. r -lX� . _ �\ \ \ �. �� .4ti 6 OF SYMMETRY a7 W12x14 TYP. U.N.D. OF INTERSECTION �'� ' . a I `:� E ,„` /" _ I I.I - ;/`// .� fr I ✓ 0 BASE It W/10-1 1/4 1/2- > /+� / TYP 1" 1i" r ,/ 7 16• e 0SHEAR HEADED ANCHOR RODS q• GR105) 0 �/ / / >>®PT. *SEE NOTES AT DETAIL 1 A/- \ 0 \ \a ` iLATE® /� 10 (ASTM E 14") , /C\ // Ilg ” 1 1/2 NON -SHRINK 11 - •;/� // / OF CHEVRON BRACES 43 MI * '- ,,, �. ' /--\ /� GROUT (PROVIDE 2-3"0 /� ��� 5 16 (1 1/4"FOR �'' LL LENGTH W14x176) 9 3/4" PL. x 1/2 OF WIDTH o , "` ( / ,V `°.4i GROUT HOLES IN PLATE) ♦ 9i• �_, ,4f / %SHEAR 1<*1 1 1 1 L I $I I OF BM. FLANGE (EA. SIDE TOTAL 4) 10 FULL HT 1 /2" PL EA. I/QSTL ! its50 A BRACED FRAME CONN. 1 1/4" (1 1/2"FOR TO COL. WEB FULL DEPTHL. WEB W14x176) COL SEE PLAN cy F.F. z © ��� N f, i 1 7/15 g�Q KEY DETAIL 10"! X -STRONG n �• SIDE OF WEB " 43 MIN * PIPE SEE 3/- / \ ®#4 ©@ 3" O.C. _" 1� -� 8 18 r / 18 = j/Q / p v (WITH MULTIPLE BRACES) /\ Y ® DOUBLE NUTS �� �� ��� 1 ;. I l' :�- € I . \ `�• / 5y �, © " 2 2 GUSSET PL. o, O BRACE SEE PLAN 5 1 " SHEAR PLATE o " w/1 0 A490 -SC ® STEEL COL. SEE FOR SIZE & LOC. 7 STEEL BEAM SEE PLAN 4 1Y ,''? ?� ' �; ,4 �'';M ' BOLTS ;, , PLAN: + `\ .:.., `\€ t E t .,mss. _., ' ,; Z ♦ ..._w rfi .. f a ' a%` t , p�}i.�` °s -r.' f r. / F" ' ' s s / s; r ; ,. �' `. t h',,,,,-„4,- . '//A /// ,` ,/// 3 '`// ` BRACE FRAMES WHERE OCCURS, SEE BRACED FRAME ELEVATION TYP. SEE NOTE® OF 17B/- /\ ®SHEAR TYP LUG9E1/2" aT _ GROUT HOLE / / / _ / 1 / t� (7/8- / .1- A W1 6 FOR 76) W12x14 SIDE DF GUSSET PL. " va 9O BLOCKOUT OF CONC. 1 /�\ /\ v\ [V n n n n w STLGUESSJw e ,5 8 I g BEAM OF BRACED FRAME ADJACENT BEAM. IF ADJACENT BEAM IS MORE THAN 11I-0" AWAY FROM BEAM OF TYP gar N i W/STYROFOAM I�BRACES-�, D 10 1 1 2" PL TYP. / 0 0 II) 0 ,�� �" / r• �� © / ,fir r.* / �,� , / 11! - \'+ '�� •' \N \\,. • •�\ 11 1 1/2"0 GROUT HOLE ON TOP OF 10"0 PIPE TYRF� - BRACED FRAME. PROVIDE ADDrrIONAL W12x14 BEAM AT 6 -O FROM BRACED SEEglik FRAME. BRACED F F�'A M E CONN . TO C 0 L. FLANGE - - o � /g // / . 5/16 ' Q ` /U\ *SEE NOTES AT DETAIL 1A/-3/8"_ TrP _ — \ / *SEE NOTES AT DETAIL AA/- n n B " TYP. E.S. A "< 0 BRACED Q1 BRACE PER ELEV 15/16"� 0 (1 1/4'FOf3 ® W1\x1,6) 0 + _ 2" GUSSET PL TYP. 0 \ BRACE CONN. © 5707. DWG STL. BM. ®2" THK.x2D" WIDE " > 1/2" BASE W/ 10-1 1 /4 HEADED ANCHOR RODS / ,',, // 0 $ $ -9- -� $ $ $ , ' ' L� m n "' (ASTM F1554, GR105) / �-- /i �. / $I ;n I Q a ,� L/2»NN–SHRINK Q/t' Q P D ETAI L 4 $ $ $ - °' � PLATE Q2 GROUT 2-3"0 r/ p _ -• ADJACENT BEAM (PROVIDE GROUT HOLES IN PLATE) ,0� \ __ ♦ 42"MIN.* 7' ` I n 7/8 (1 1/8°FDR n TO 42 BEAM W14x176) ®STL COL z © / / 7/18" 0 2" THK.x20" WIDE 41 z To TE O5 W12x14 N SEE PLAN N3 ® 10'10 X -STRONG F.F. `� / , 1 7 16 I BASE x20" 1 /4"0 1 A TS6x6 BELOW SEE PLAN TYP TYPE D-6 DECK PIPE SEE 3/- ♦ 0 HEADED ANCHOR RODS 5/8" �COLTYP. A 6 STIFF It ao Q 5/8"€/// r , -% Y I // / / I� `i , j •• (ASTM F1554, GR105) OVER 1 1 2" NON -SHRINK 1 n GROUT (PROVIDE 1 -3 0 1 1 I ^_ ,—nom I r� r' ` rf>`- r Ifr'r f ` \ ?s \ \ >j0. Z\ \2II Mid GUIDE RAIL SUPPORT SEE 8/ST13 6'-0" " �- i' ire r�ri iiitir O #4 0 © 3 O.C. - - GROUT HOLES IN PLATE)P © COL TO I I1 I I 3 8 =ASE PL /':' ®DOUBLE NUTS _ Q2 STL COL SEE PLAN 0 , \ .,\Q" \\\\ 2 GUIDERAILSUPPORT ll lla9 " " F -F,7 PLAN .x/2 a ®#4 © 3" O.C. I I,PLATE SD , _n III W12x22 HOIST BM ( ) J i }` i d 1 1 /4 FULL DEPTH CSL. \� ` 1 1/2 FOR W14x176) OFGUSSETPL. w °- O DOUBLE NUTS ,.- •;i' fl��_-�.,� 1 D pIAG. BRACE BOTH L� �� TMP xfix3/8 © „, ` SIDES 0 0 O 1 1/2" PL TYP. 1 ` ��f Q 11 PL TYP. Q 0 ® ■—,—■ ® 12 BLOCKOUT OF CONC. 0 1" EA. SIDE OF STL. GUESS PL. TIS BOLT CAN BE OFF ¢ w� ._� *SEE NOTES AT DETAIL 1A/- TYP ®BRACED FRAME CONN. TO COL. FLANGE W/STYROFOAM TYP. BRACES 3"C OF COL E.S. ,3 1 1/2"0 GROUT HOLE ON TOP OF 10"0 PIPE TYP. _, wB� �cwn♦ BRACED FRAME CONN. TO COL. WEB 0 0 (WITH MULTIPLE BRACES)A BRACED FRAME CONN. DETAIL 12 5 DETAIL 2 0 ROOF FRAMING OF ELEVATOR SHAFT 1 5 ONE SIDE BRACED FRAME CONN. 1 0 DETAIL r 5 633 5outhcenter Mall Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING 15 AN INSTRUMENT OF SERVICE, IS 7HE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448-8182 Fax: (626) 448-8092 JOB# 25906 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Approvals: DEMO PERMIT 11/13/2006 Key Plan: No. Revision A, ADDENDUM C Date 06/23/06 07/12/06 ADDENDUM E 08/07/06 PLAN CHECK REVISIONS 08/21/06 • ADDENDUM G 09/05/06 • ADDENDUM I 09/26/06 PLAN CHECK REVISIONS 10/30/06 A DEMO PERMIT 11/13/06 0 A A A A 0 A A A 0 A Oc1''91IGrl CITU OFTUKWILP 0 NUv 13 7006 A A PEHMITGENTER Sheet Title TYPICAL BRACED FRAME DETAILS Job No. Date Scale 19 1111111,11111111 User: admin ; J:\25906\25906ST3.DWG November 09,2006 — I L 633 Southcenter Mall Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, 15 THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448-8182 Fax: (626) 448-8092 JOB# 25906 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Approvals: DEMO PERMIT 11/13/2006 Key Plan: No. Revision ADDENDUM C ADDENDUM E Date 06/23/06 07/12/06 08/07/06 ar, PLAN CHECK REVISIONS 08/21/06 ADDENDUM G 09/05/06 Q ADDENDUM T 09/26/06 LL PLAN CHECK REVISIONS 10/30/06 0 DEMO PERMIT 11/13/06 0 0 A 0 A A A A A A A A A A 0 0 rurnrn mir-. CIN CIFTI IKWILP NOV 13 7006 PERMIT CENTER Sheet Title TYPICAL BRACED FRAME DETAILS Job No. Date 1128 Scale User: admin ; J:\25906\25906ST3A.DWG 0 r) 0 November 09,2006 — ' II COL TO 0 COL. & BASE PL SEE BRACED FRAME E. Allah OR 10 BASE PL. 3/8" I/ • 0 BRACE PER ELEV \,. O 2" GUSSET PL. 0 r `�' Cps ,� �'� �� �'? / / /F / 47 / / // /} �� ,,,,,/ ` � 41/1111/ \ __ / LINE OF DIAGONAL 3O GRADE BEAM, SEE PLAN O9 0 ELEVATIONS PCE 2 ® SEE GRADE BEAM e_. _ SCHEDULE FOR TIES Q (NP-) B " 11 f O 1- - - T U - -I 4-#6x PILE CAP WIDTH - O5 FINISHED FLOOR SLAB F1N. FLR. , / I MINUS 6" LG. TYP. 3 2" THK.x20" WIDE `% \ O / / BASE W/10_1 1/4"� HEADED ANCHOR RODS//if ^� �� i/d / 0 / - a 9 • • • I I / • • • • • • - , ° , (ASTM F1554, GR105) ` L' O7 FOR BRACED FRAME o. _•_ I 1G I • (GAGE 14") OVER d- 1 1/2" NON -SHRINK N ,' 2 © / , 2 / � 6 15/1fi" (1 1/4"FOR W14x176) CONN. DETAIL. I + iikT.O. PILE CAP 10 m AND GRADE B I I GROUT (PROVIDE 2-3"0\ GROUT HOLES IN PLATE) e ��� 4\X // " X/L w Q \ SEE - & I I I * I• ' I •1'' I I I ® SEE GRADE BEAM I I I I I I - J I I I I O COL - �'��- \ 18"1802c i.01 1 7/16 ! SEEsm l' �,.r., �.�,. S SCHEDULE FOR REINF. 0 I 1 I I I O„ PIPE SEE 3/ NG P I 02 ROWS OF #5 DOWELS O.C.OZ. (TOTAL OF 24, ®6 O ROW SPACING 18") 34 12" "[ 1 D PILES NOT SHOWN FOR O 11 CLARITY Ik 3-#6 CONT. W/90' HOOK r • • • • • • .1 v a_® # 4 ©® 3" O.C. _ d ® O7 DOUBLE NUTS Lam N aW BLOCKOUT OF CONC. 1" EA. SIDE OF STL GUESS P1.4.11 W/STYROFOAM TYP. ®BRACE 10 PL. WASHER 4"x4"x1" 0 011 1 1/2"0 GROUT HOLE ON TOP OF 10"0 PIPE TYP. 0 0 *SEE NOTES AT DETAIL n —0 1A/ST3 AT END TYP. AT EACH ROW PILE CAP of #5 DOWELS. 08.0 12 THICKEN SLAB ABV. PILECAP SEE PLAN & PILE CAP SCHEDULE (ON SHEET 5T2) ir BRACED FRAME CONN. TO COL. FLANGE 1 O FOR PILE CAP SIZE & REINF. 0BRACE PER ELEV TYP. BRACE CONN. © PILE CAP 21 16 ® 2" GUSSET PL. TYP. Q s/a- > <1 0 2" THK.x20" WIDE BASE t W/10-1 1/4"0 HEADED ANCHOR RODS ASTM F1554, GR105) GAGE 14") OVER ,/ t4• ``� �;. �� / 0 / /� / r; 4 / // // TYP / 4 •% / OF COL NOT SHOWN 1 1 /2" NON -SHRINK N` 7 GROUT (PROVIDE 2-3"0it 1 , �/d / ( J FOR CLARITY GROUT HOLES IN PLATE) I N •/ ® STL COL SEE PLAN � O5 10"0 X -STRONG d/ • 0 �' r'0 F i,r�_ � 16" � 4"FOR TYP W14x176 __ PIPE SEE 3/- F.F. I " r �— 7/1 6" Y O6 5/8" STIFF // �x c ca It lii_ CONT. TYP. 6 °�-° 14101.11/ Q) #4 © 0 3" 0.C. r / 1 7/16 z OD a� EnCI ilir #6 SEE 1/ ST3A F/ / l r // // / :i / /i . O8 DOUBLE NUTS , I I 1 l I a. ` ® 2" THK.x7"x9 1/2" d. PLATE EA. SIDE U o N N N SEE OF GUSSET PL. DOWELS 10 DIAG. BRACE BOTH w SIDES a v))..v))..11 = #5 1 /ST3A PILE CAP OR GRADE BM. BRACED AT ONE SIDE 12 BLOCKOUT OF CONC. 1" EA. SIDE OF STL GUESS PL W/STYROFOAM TYP. @BRACES 13 1 1/2"o GROUT HOLE ON TOP OF 10"0 PIPE TYP. © 0 0 *SEE O NOTES AT DETAIL 1A/ST3 BRACED FRAME CONN. TO COL. WEB 122 17 BOTH SIDE BRACED FRAME CONN. 12 7 SHEAR KEY DETAIL 12 2 PL. OTO O2 &\ PL® TO BASE PL. 5/8" BRACE PER ELEV `��=;. 5" 5" l / / O TMPGU55ET \ %i� *} Q //di TYP / 7 1- 1 1/2"0 GROUT 2"fHK. BASE HOLE PL. O3 2" THK.x20" WIDE BASE It W/10-1 1/4"sb ���///// HEADED ANCHOR RODS // fid/ .�// ,, / iNSTM 105) ( Q - AVER E 14") a % 1 1/2" NON -SHRINK c�,� �Q , /I it 0 / 5/S , o / / / _ t / // / // GROUT (PROVIDE 2-3"0 F.F ec- I ---a44"-%61‘101111 1 7/16 GROUT HOLES IN PLATE) 0 1 "x5" STIFF PL. k \I • 1 P� �. ` , • "•„ , , \ " .ti.......... �,�/ _ O } ."- �I {. ,. , , : - . -. ,( 'j, , EA SIDE (TOTAL 4) ;,� \, 1-� 18" /� j) ;" �' Nl i `� �' ff /� Q 10"� X -STRONG F < +"'; « < / if i PIPE SEE 3/- \ 1 1 I I I \ O7 #4 ©® 3" O.C. v r0 CP WE D/ N 4 .1 " ►xl�+ nR �r W 0 DOUBLE NUTS d N I I I I �` 1�OD� C®MPIAENGE ,_ AnnriroiGn a W o� m ® 2" THK.x7"x9 1/2" T o SHEAR LUG EA. SIDE OF GUSSET PL 10 BLOCKOUT OF CONC. 1” . © 0 0 © - ... ' ,' NOV 2 1 2006 1i" 1 " W/STYROFOAM IYP. GUESS PL5/164" *SEE NOTES AT DETAIL 1 A/ST3 11 1/2"x4"x16" PL. NOTE: EA. SIDE SEE 8/- FOR INFORMATION 12 1 1/2110 GROUT HOLE ON TOP OF 10"0 PIPE T1aOT SHOWN -/--"t ` r pity Of Tukwila BUILDING DIVISION 2 3 18 DETAIL 13 SHEAR KEY DETAIL 3 0 BRACE PER ELEV P COL. TO O 2" GUSSET PL *SEE NOTES AT DETAIL 1A/ST3 e 3/8 V ASE PL 0 2" THK.x20" WIDE BASE It W/10-1 1/4"93 \\ HEADED ANCHOR RODS % -- ASTM F1554, GR105) i/2" / GAGE 14") OVER // '/ TYP / // Q OF COL NOT SHOWN 1 O 1 1/2" NON -SHRINK / / /�+- �/ / �� " �, FOR CLARITY " GROUT (PROVIDE 2-3"O 11 /p� / 9 GROUT HOLES IN PLATE) O4 STL COL r- ld /5 16 (1 1/4"FOR LL LENGTI) W14•c176) SEE PLAN 9:, ,_ - ®10"0 X -STRONG N z Ca - �` % / , w if F.F. „ © PIPE SEE 3/- I • ®#4 D ' 3" O.C. 11111 / 0 TYP. 4 O7 DOUBLE NUTS co " - 18 �, j/ ;�a SEE6 1/ST3 kW 1/4031W° des - ao ®2" THKx7"x9 1/2" / ///// �J:1/3: // 1/ JA�II �_",,moi (' ,� SHEAR LUG EA. I L I I 1 r tl H SIDE OF GUSSET PL. r ® BLOCKOUT OF CONC. 1" moi, EA. SIDE OF STL. GUESS PL d N #4 DOWELS SEE 1 /ST3 W/STYROFOAM TYP. ®BRACESLW 10 1 1/2" PL. TYP. °- ,, _ o 11 1 1/2"0 GROUT HOLE 0 0 0 PILE CAP OR GRADE BM. ON TOP OF 10"0 PIPE TYP. BRACED FRAME CONN. TO COL. FLANGE 0 BRACE PER ELEV *SEE NOTES AT DETAIL 1A/ST3 3/8" 0 2"GUSSET PL. TYP. 15/15"/ 0 3 \ O 2" -W/10-1 (11/4"F� Wyx\8) 0 SHEAR KEY D ETAI L 4 2 4 19 1 4 BASE � /4 0 TYP / 1/2" > 1/4" " HEADED ANCHOR RODS / / +d 1Z2 (ASTM F1554, GR105) (GAGE 14") OVER 1 1/2" NON -SHRINK 11 / �i ,; / 4 1 / // / ,: / GROUT 2-3"0 II Q (PROVIDE GROUT HOLES IN PLATE) Ns 111r O a/ / p 0 STL COL .. 7P<TYF SEE PLAN a* O 101'0 X -STRONG N a \ / ` 7/1s" ' PIPE SEE 3/- F F / sem , 1 7 , 16 i ®5/8" STIFF } 7 #4 © © 3"O.C. O�- �' : � / /� /// '� . 1 cro ijo ..:7!!:5.." Ali ®DOUBLE NUTS 1 LI 1 11- i I . ® 2" THK.x7"x9 1/2" PLATE EA. SIDE v OF GUSSET PL a \ '..4 N - - . DIAG. BRACE BOTH LA SIDES E cess 11 1 1/2" PL. TYP. 012 OS DE OF STL. GUESS PL. 0 © 0 1 " EA..0 W/STYROFOAM TYP. ©BRACES 13 1 1/2"93 GROUT HOLE ON TOP OF 10"93 PIPE TYP. BRACED FRAME CONN. TO COL. WEB 2 5 12 0 115 ONE SIDE BRACED FRAME CONN. 10 1 5 633 Southcenter Mall Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, 15 THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448-8182 Fax: (626) 448-8092 JOB# 25906 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Approvals: DEMO PERMIT 11/13/2006 Key Plan: No. Revision ADDENDUM C ADDENDUM E Date 06/23/06 07/12/06 08/07/06 ar, PLAN CHECK REVISIONS 08/21/06 ADDENDUM G 09/05/06 Q ADDENDUM T 09/26/06 LL PLAN CHECK REVISIONS 10/30/06 0 DEMO PERMIT 11/13/06 0 0 A 0 A A A A A A A A A A 0 0 rurnrn mir-. CIN CIFTI IKWILP NOV 13 7006 PERMIT CENTER Sheet Title TYPICAL BRACED FRAME DETAILS Job No. Date 1128 Scale User: admin ; J:\25906\25906ST3A.DWG 0 r) 0 November 09,2006 — ' II 20 GRADE BEAM BEYOND WINK. 9 SLAB VAULT COVER 6" SLAB ON GRADE AMBF,RL, UPLARER L 300THAN 10 -0") FOR 'L' (VARIES SEE PLAN) f fes-( I I 1 I I I \ .J... I1 �I _ .. �_ 1- TYP. p I IOW i 11 1 I 1 I I I.. _ 1 �`"� y 1 1 � �.,� / TYPE 'B' 1 1 [2x20GA GALV. METAL DDECK / 10 ♦ ♦ cc)r _-I I= I I 1 1 1 -_ I 1 I I -I II I; I= Ts8x4x1 4 BEM. TS18x6x3/8 6" - 12'-0" LONG CONT. BACK SPAN MIN. co ;� ♦ I� I , - 0 d- r, r-, ,--. ,-_ ,--, r--, rn r, r, rn. ___ ,--,rn r-\ r-, ,-, r--, rn, rn rn. rn rn. ,--,=111_1 1 -8 - ` �,_._..."... I ( i 1 . 1" THK GUSSET R / FINISH SEE ARCHIT DWG'S BASEP V A - - - - ._ - - - - - - 2-#5 TIES ® 5 u J Wx40 0SQxrTHK. III LONG ANCHOR RODS � A _ ;_; �7 �- ♦ .am , 3" O.C. TOP \ "r1, moreArerrrr i • ' 5-0 " -__. TS18x6 ♦ 2" DRY PACK \ 7'-O" / / 10"� X STRONG SHEAR PL. 1/2x8x12 4'0 / / A co r� / I 1 1 KEY PER DETAIL 3/ST3 CUT " "" 14 1/4"x48" TO MAKEET PER SHAPE _� µ GLU-LAM LLAM BEAM 4 `,3'-0" 0 CONC. PIER 7 1 I aUSE Iv OW/12-#9 1#5 TIES ®•8& 0.C.S '\ GRADE BM. BETW PILE CAP / ( COMPLETE PENETRATION WELDS) - 4._0 _ / i i ' ' y SLAB `'ON GRADE \ x .-... . `.• EXTEND REBAR INTO FUTURE ROUGHENED CROSS GRADE BM.( W/ CONST. JOINT 90' HK EA. END TYP.) A n GRADE BM. UNDER TRANSF VAULT (SEE PLAN) TRANSFORMER VAULT ♦ _ _s r DETAIL 9 DETAIL 1 PILE CAP BEYOND 8"'THK. SLAB VAULT COVER 6" SLAB ON GRADE PILE CAP BEYOND 24"x24" GRADE BM. BEHIND W/4-#8 TOP & BOTT. & #4 TIES ®8"O.C. L J ♦ ♦ ' '___. TS18x6 -' 10A ONLY I—III—I L' I1 I 7=17= - r 1 -iii- -III-II \ - I III' PL1/2x11x12 ♦ c� =11�I=-1 PILE CAP 4'-0"SQ.x3'-6"DEEP W/5-#6 EACH WAY TOP & BOTT. W/5-#6 r r -I 24"x24" GRADE BM. &/#4#TIES P 0.C. BEHIND W/4-3/4"OLAG SCREWS W/ 6 MIN PENETRATION, ROUT " TOP OF GLU-LAM BEAM FOR PL. = �0: '- r TS18x6 TYP. - - - - -r,,- - 7 -0 - I - - 11 I I1=111= II I -III` 11=1 / 12 " 12 " �. I �I�II I- �I I F T 'III I \. / I / 'f I +1I I + ♦ 2- ♦ G7L I PILE SEE PLAN SINGLE PILE SEE PLAN T� Ilmlll II�I I IIIIII-11 Ill 11I II ` 1 - RI M I' I I -IIIII IgIg -I-1- I-1111_11 �1I -- II I11 I T518x6 1 OA ONLY / 8 1 5 /8" 7YP 3/16" P2" 3 1/8" / / 3 1/8" /�\ !!! 1 / / / 4 / GLU-LAM BEAM SINGLE �� REBAR OF GRADE GRADE BEAM BEYOND / (DEEPEN GRADE BEAM TO 6'-0") #4 TIES --III—I11----IT m—rn �,1 - II I I II II IIII 6-#9 ♦ /� /t�\ _ 111 I11—III J BEAM, BEYOND �,I /� /B\ L.Ari --- NOTE: PILES & COLUMNS NOT SHOWN. 6" O.C. /B\ 2'-6"x3'-6" GRADE BM. CONT. (BM 5 OF BEAM SCHEDULE, SEE S1.3) DETAIL 14 DETAIL IOAI1O D ETAI L 2 q OF COL. & PILE 2'-2" /C lC METAL DECK SEE PLAN TS18x6x3/8 WHERE OCCURS ON TOP OF GLU-LAM (SEE PLAN) ROOFING & RIGID INSULATION 1 SEE ARCHIT DWG'S 'B' _.._.._ ..._..._.-....__... _ BM 1/2x2OGA GALV. TYPE TS18x6x3/8 METAL DECK ©6'-0"O.C. TS18x6x3/8 CONT. mg / COL. SEE PLAN II i/-14 I N ° _.-_, - 1/4"x48" GLU-LAM FINISH FLOOR SLAB (E) STRUCTURAL SLAB & PILE CAP TO BE ON REMOVED GRADE ♦ - - - T - - - _ is - I •-♦ (N) 1 o JCPENNEY WALL 14 ° a (E) /&ISTFLOORSLAB.._.._...... 1 I ...1OA 10 TS 18x6x3/8 o •�= .-. TS6x4x 1 /4 EDGE BM. - ' - 2-4- ST8 6" 6 " — � — —� ^ / - T - o I -,.� _ r_... '-FH GIGS - I moi% Lir ,� ' _ CO , o • , f—R I 1 A _.-. --_._--.._--__ ;1.. ♦ #4 TIES @8"0.C.I 4 . \ \\\\ \ `n P3 PILE 1 � ° \-L.15x18x1 \\ \ \ \ \ \\ GRADE BM. CONT. �..." m "m m ".•." � "..m... (N) GRADE BM. & PILE —1 SEE PLAN " 1 I 0 ° #9 CONT. 6'-9" 14 1/4"x48" GLU-LAM BM. SOFFIT, SEE ARCHIT DWG'S (N) ON TOP OF (E) & (N) PILES SEE PLAN (E) PILE TO REMAIN (N) PILE SEE PLAN �ti_ I `" C �� 0 4 3 8 / / \ \ \ \ \ \ \ \ \ 20 =1 ° CPENNEY BASEMENT WALL I =I I i I I 1 I I 1 ,, o ° 9 SEE PLAN = 4,__J --- Q` -- \ DETAIL 19 DETAIL 15 DETAIL 11 DETAIL ._...., 3 14 PIPE L TS18x6x3/8 CONT. / TS 1,8x12c3 8 �0 03 ®6 —0 C.C. -7-\---7-v-7-N-7-C-n 2-12 -T- ��- R Z� ��O�Q ®p 4%0--r1 n 2.A 2" (1/2 THK) -rm. r n om n Auk A► .. \ �0V RC2 -12 - .. o 111111WMIlip I 1 l� Ola �p,� �� j CO VISI CTYP. � <C.P. WELD GROUND SMOOTH 1/2" PLATE FORMED - - - = :: TS18x6x3/8 CROSS TS BETW BM.'S SKY LIGHT (DEFERRED OF TUBE SUPPORTING SYSTEM SUBMITTAL ON TOP BEAMS)� I " 5.. �` I.``► """" I - mm .. - 1 I _ T 11 1 .T.... 1 �11�© � TAPER PIPE (FROM 14"0 TO TO 6"0) x 0.5" THICK (50 KSI) /D\ EL"D TOPTII I.(COMPLETECPIPPENETRATION ) I -I 4"0 PIPE I 1 1 �+ 9 1 - . µ ST8 3 -SIDES _ N TS18x6x3/8 EA. SIDE OF GLU-LAM BM - _ ..- = �:�.� �M-� .. 11 44:?!?!:.°5/ TYP 5/16" V 10A - rW GLU-LAM 14 1/4x48 m TS18x6x3/8 UNDER STS - SIM IE 1 1/2x20x48 W/ 8^1"� THRU. BOLTS _ ro TS18x6x3/8 CONT. 60 ... .. (2 ROWS � 12" O.C.) COMPLETE n mom: © __ _ L ---I- o ®SIM. _ TS18x6x3/8 IP. 1 1/2x20x17 1/2 1 1 1 1 1 I I 1/ <PENETRATION \ `WELD TYP. � /D\ NP• 1 (TUBE 18x6 AT ONE SIDE ST8 OF GLU-BM ONLY ) C3 20 1 /4 TO CP IE 1 2 /" 1 1 14 1/4"x48" .r� GLU -LAM BEAM r 1 — 1 /2 > 8" MIN. TYP. 4" DOUBLE EXTRA --.- © I/ 1 I I s. 1 1' w BASER OR BEAM STRONG PIPE 1 " GUSSET f'L SADDLE PLATE DETAIL 20 DETAIL 16 DETAIL 12 DETAIL 1 4 633 Southcenter Mall Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants ANF & ASSOCIArE,S Consulting Structural Engineers Tel: (626) 448-8182 Fax: (626) 448-8092 JOB# 25906 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Approvals: DEMO PERMIT 11/13/zoos Key Plan: No. Revision a ADDENDUM C ADDENDUM E Date 06/23/06 07/12/06 08/07/06 PLAN CHECK REVISIONS 08/21/06 L ADDENDUM G 09/05/06 ADDENDUM I 09/26/06 PLAN CHECK REVISIONS 10/30/06 DEMO PERMIT 11/13/06 A 0 A A 0 A A A A A L\ A 0 9ECElilEfw CITYOFTIJKWILP NUV 13 7005 PEHMITGENTER Sheet Title DETAILS Job No. Date Scale 1129 ; J:\25906\259065TS.DWG November 09,2006 — 10:44 am ; User: adm 633 Southcenter Mall Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING 15 AN INSTRUMENT OF SERVICE, 15 THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448-8182 Fax: (626)448-8092 J0B# 25906 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Approvals: DEMO PERMIT 11/13/2006 Key Plan: —J mei NM No. Revision /E\ A ADDENDUM C Date 06/23/06 07/12/06 O ADDENDUM E 08/07/06 PLAN CHECK REVISIONS 08/21/06 • ADDENDUM G 09/05/06 • ADDENDUM I 09/26/06 A PLAN CHECK REVISIONS 10/30/06 A DEMO PERMIT 11/13/06 A A A A A A 0 A A A 0 0 A A RECEIVED v1 r err: r OKIN91J- A A Mflu 9 3 ?nrl Sheet Title DEMOLITION PLANS OF (E) FOUNDATION Job No. Date Scale 1/16° =1'-0" SD1.0 User: admin ; J:\25906\25906DM0.DWG November 092006 — ' NORTH (E) CONC. STEM WALL SLAB & PORTION TO BE REMOVED SEE PLAN \ (E) SLAB TO REMAIN - �� I 1 I (E) COL, BASE E, I DRY PACK & (E)SLAB (E) SLAB & BEAM TO REMAIN (E) SIDE WALK SLAB & METAL DECK TO BE REMOVED 1'_2" :. ' �� .� i l -; •j 1 4 £ ° ,.�.�... 1 ,..M...._I l (SOUTH OF LINE Tc ) 1 1 1 I 1 TO (S BE REMOVED UTH OF LINEQT ) 17 TEM (E) STEM WALL IL _11-I � I I 1 1 I - - - - E TRUCK RAMP TO BE REMOVED SLAB _," .. I TE R MAIN Cr I I I 1 ''l `�' - T (E) STEM WALL A o a r a < a Q o Q — (E) CONC. BEAM TO BE REMOVED TO REMAIN (E) PILE CAP TO REMAIN CONC. PILE 4 CONC. PILE (E) PILE CAP TO REMAIN (SEE PLAN FOR (E) PILE CAP TYPE) (E) TO REMAIN - (E) TO REMAIN (E) PILE CAP 2 Z TO REMAIN DETAIL DETAIL .. j.IT D ETAI L 18 (E) SLAB TO REMAIN 2'-6" (E) SLAB 1 NORTH .,_ir (E) SLAB, BEAMS, PILE CAPS TO BE REMOVED NOTE: II 1 10'-8" (VERIFY) 0 INSTALL (N) TS6x6xl/4 ON GRID U-24 & U-27 BEFORE L. 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ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448-8182 Fax: (626)448-8092 J0B# 25906 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Approvals: DEMO PERMIT 11/13/2006 Key Plan: —J mei NM No. Revision /E\ A ADDENDUM C Date 06/23/06 07/12/06 O ADDENDUM E 08/07/06 PLAN CHECK REVISIONS 08/21/06 • ADDENDUM G 09/05/06 • ADDENDUM I 09/26/06 A PLAN CHECK REVISIONS 10/30/06 A DEMO PERMIT 11/13/06 A A A A A A 0 A A A 0 0 A A RECEIVED v1 r err: r OKIN91J- A A Mflu 9 3 ?nrl Sheet Title DEMOLITION PLANS OF (E) FOUNDATION Job No. Date Scale 1/16° =1'-0" SD1.0 User: admin ; J:\25906\25906DM0.DWG November 092006 — it 8321.- 11 (N)4'-0"x6'-0"x4'-0"DEEP "MANRROLE • SEE" ELECTRICAL" D GS 0-51717.: I GB2 4U 1 1. T•T.-t— 1 Il I 1 �+ 1 Z' xy'-Fi"1 ^ J I ',VAULT TYP OF 3, BOTT NAI OF VAULT AT 4'--0" BELOW FINISH 111.00R SLAB 101 7-11 633 Southcenter Mall Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. A t Consultants r—r-I-5 i co T.., `--__� ____ _ I- -_,,,,_ e,_I 1 r� ANF & ASSOCIATES Tel: (626) 448-8182 Consulting Structural Engineers 5" SLAB ON GRADE W/#4 c 18" 0.C. @MID -HEIGHT EA. WAY OVER 15MIL VISQUEEN OVER COMPACTED SUBGRADE TYP. Fax: (626) 448-8092 JOB# 25906 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Approvals: DEMO PERMIT 11/13/2006 Key Plan: 0'-1 1/2" TYP.© GRADE BM. PILE CAP MARK SEE SHEET ST2A TYP. I0�-�1 4- GB2 \r lr 7.11......`�� T TL�rt F -rt r t ci t rr rt 'I yy I€ • I Dl Ir • T' r.® BRACED FRAME COL BRACED F ME D SIGNATION SEE SH S 53.1 THRU 53.6 FOR CED FRAME ELEVATIONS No. Revision n_ a ADDENDUM C Date 06/23/06 07/12/06 A\ ADDENDUM E 08/07/06 PLAN CHECK REVISIONS 08/21/06 ADDENDUM G 09/05/06 0 ADDENDUM 1 09/26/06 ,kt, PLAN CHECK REVISIONS 10/30/06 0 DEMO PERMIT 11/13/06 0. vi r_Wrrr., ST13 • P. A 0 A 0 A 8"CMU WALL UP TO UNDERSIDE OF 2ND FLR (WALL-W/h1ATGH LINES - / CONCRE - — -(-40) - — — -ESTIMATED TIP /ELEVATION FOR 24"0 (-80) ESTIMATED 1'IP ELEVATION FOR '18"0x1/2" THyCK STEEL PIPE DRIVEN LINEAR I ITERPOLATION MAY BE USED FOR TERMEDIATE PILE TIP EL TWO CONTOUR LINES. �E PILES. 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CHIS" ;SHALE BE 24"0 A UGER CAST CONGO PILES. 16"W 1TIVVN.,.GROUT":: k, !ON"CRETE- PILES.1- I li I GB2 = I k ; +`'-I -I- -I GB2 +`'-1 .li.-1 — F 1- fr m �1 I- --------GB2 1i�1 '101 (55) 1 1 iC ) -t y �-- +-- 4 P2I--t 1 1 4,P2 H '1I1 t /� IINnt I !1 1 r;.-"T1;:.7c1` 11. 1t.* /- 1 / T--I- r,. 101 I 1 1 1 1 w I 1(71°101 I1•11 I- 4-1— rr� I ta)i+ J-- j P2� 1 1 -- r • 'r 1 ' i 1' � 1 3 H. Q'' I � 1 1 1-s € 1-1 -- - —r-rr - S 11- 2 A E PILES 9N AREA EAST OF, I. IS LINE S ALL,BE 1B-"`fl� ` I%2"T IrC 'i''STEE` frm vf�1"�VEf�t°�Pi li I � 1 1 GB CM K7 ag 11 n GB6 1 T1 I 1 1 NW *Yr CNI 4, d - I N 4 �- A1 � -------- � � O. (45 5" SLAB ION GRADE #444÷18" -18" 0.C. ©MID -HEIGHT EA. WAY OVER 15MILI VISQUEEN ,CON -4CTED- r ' era r -GB2 Ili € M:(58A) A I F 1 4 [Z • •rl 4 -"' / If .J r 111 ;. 1 1 f _. 1I 1I I r f , I I1 { 1 t 1 ,, ' 1 e 2I fre-‘1 f ice. 1 GB2 ---I-c . i . KTT' -Ir -I-.: II f 11 PILE TYP. UNC' SEE SHEET ST2•, EAST- OF "(-70) CONTOUR, LINE NUBMER OF -1 'w P r .: :MPS PIL' SIGNAATION TYP. SEE ST2 8"CM D FRAME SIGNATION, (w'LL W/HAT+ SHEETS •S3. THRU• S3.6-• BRACED F ' •E ELEVATI 2 1- r >• 147714 SHADED AREA DE OTES 5"SLAB ON G". BE OVER APPROXI 12" NEW COMP CTED SUBGRADE OVE GEO-FOAM OV R THE EXISTING CO F (SEE ARTICL 8 OF GENERAL FOU D) NOTES ON 1) ACETED. TION 410 ifito REVIEWED �I NCE FOR CODE COMPLIANCE Annnrokral NOV 2.1?Alb City of Tukwilai'�innl gull_DING DI -STIMATED ri E • ATION FOR 24"0 AUGERCAST CONCRETE PILE t .16"0.-D. EN GROUT PILE. -ESTIMATED E EVATION FOR 18"0x1/2" THICK STEEL PIPE DRIV ISI PILE. ;,„ LINEAR I -RPOLATION MA1t• BE USED FOR INTERMEDIATE PILE TIP i LEVATION ;BETWEEN TWD CP 1TOUR LNES. .. 7, LI R INT-RPOLIATION MAY BE USED FOR INTERME IATE , -I E TIP ,E EVATI'N BETWEEN TWO CONTOUR LINESi16- FOUNDATION P (AREA "B") SEE S1'3 FOR -SCHEDULES & NOTES SCALE 1/16"=1'- 77 633 Southcenter Mall Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, 15 THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants ANF & ASSOCIATES Tel: (626) 448-8182 Consulting Structural Engineers Fax: (626) 448-8092 JOB# 25906 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Approvals: DEMO PERMIT 11/13/2006 Key Plan: No. Revision n • ADDENDUM C Date 06/23/06 07/12/06 A\ ADDENDUM E 08/07/06 PLAN CHECK REVISIONS 08/21/06 ADDENDUM G 09/05/06 O ADDENDUM I 09/26/06 • PLAN CHECK REVISIONS 10/30/06 A DEMO PERMIT 11/13/06 ,tel► A A A A A A A A A A A A A A A A A A RFf :FIUFF CITY OFIU'!MIA NUv 13 ?0015 tit,61IVII 11oti I I tt'3 Sheet Title FOUNDATION PLAN AREA "B" Job No. Date Scale 1116" =1'-0" S1 .2 User: admin ; J:\25906\25906PLN.dwg a November 09,2006 — 611