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Home My WebLink AboutPermit D03-129 - SEGMENT 4 PLANS - DHS - FOUNDATIOND03-129 DHS - FOUNDATION 12500 Tukwila International Boulevard 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 - DHS — Foundation D03-129 Segment 2 - DHS — Foundation D03-129 Segment 3 - DHS — Foundation D03-129 Segment 4 Plans - DHS — Foundation D03-129 Earth Consultants, Inc. Geotechnical Engineering Geology. Environmental Sciences Construction Testing & ICBO / WABO inspection Services AINEINNINI Bldg. 21-03 Bldg. 21-05 60 60 70 80 90 100 110 60 70 so 90 100 NOTE: This plate may contain areas of color. EC! cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. Approximate Scale 0 75 150 LEGEND 300ft. B-207-1-- Approximate Location of ECI Boring, Proj. No. E-2579-44, Jan. 2003 B-1— — Approximate Location of ECI Boring, Proj. No. E-2579-31, May - July 2000 TP -101— i — Approximate Location of ECI Test Pit, Proj. No. E-2579-31, March 2001 TP -i --f-- Approximate Location of ECI Test Pit, Proj. No. E-2579-31, May 2000 r 1 Approximate Study Area Existing Building Boring and Test Pit Location Plan INS Building - Proposed Parking Area Tukwila, Washington Drwn. GLS Date Jan. 2003 Proj. No. 2579-44. Checked RAC Date 1/27/03 Plate 3 9 11 III I'i III1 Ill1Ili1I'I 1III1III21ISI Ill1III1Ill1111t111IIII1111IIIIHIII1III Inch 1/16 1 I 3 4 . 5 -WESTco rr ® Since z872'• L111IIIII£IIIIIIIZI IIIIHIIIIIIII11O1 1111i111I61111111I II8IIIIII IIIIL1111I1il1I91111111Ill5llll1111 It ' IIIIIIIII£IIIIIIIIZIIIIIIIIIb IIIIIwIO 1111111111111(1 6 A 150- 120 Approximate Footprint of Proposed Building (Boring 6-102 Offset 6' N.) (Boring 8-4 Offset 35' S.) B-102 B-4 (51 0, O U I B-201 age • Existing Grade 60- 30— .44 }+x1x ibF}rn1;1.:` a Via: wl R: •? till n aG<<, tleki r.7?s�14:4 hMi arra"t...: r5 • ;°: A . .13 54 Silty SAND / Sandy SILT 50/6° /r 60 ?' Poorly Graded SAND Horizontal Scale 0 15 30 Vertical Scale r � 0 15 30 60ft. 60ft. • 35STI y7SAND 80SIL T 56 Poorly Graded 48 SAND with Silt 71 Proposed Fill (Boring 6.8 Offset 85' N.) B-8 Proposed Finish Grade Proposed Retaining Wail 74 Silty SAND with Gravel 40 33 35 38 Poorly Graded SAND with Silt 43 NOTE: The stratification lines shown on this cross section represent the approximate boundaries between soil types. The actual transitions may be either more gradual or more severe. They are based on our interpretation of the subsurface conditions encountered at the individual boring locations and our judgement and experience. ECI cannot be responsible for the interpretation of the data by others. •••..• ��`'s, 21 Silty SAND ..� — — —? Poorly Graded SAND with Silt NOTE: This plate may contain areas of color. ECI cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. Critical Failure Plan FS = 1.8 (Post -Construction Case A' —150 —120 w w (l 90 o H w J w — 60 —30 Earth Consultants, Inc. Geotechnical Engineering Geology, Environmental Sciences Construction Testing & CBO / WABO Inspection Services Cross Section A -A' INS Building Tukwila, Washington 1,104.`_ --�-- J_Drwn. GLS Date Jan. 2003 Proj. No. 2579-44 Checked MGM Date 1/23/03 Plate 4 ..o.WM••••, J 1 1i1i1i1i�i1i�i1�li1i�i1i�1i.1i.�zliii�:li1iii1i�3li.1i1i..ja;.�.i1iii4fll'lll1llllllll51iii1i1i1i1i1i1s� Inch 1H8 4 Since NO" 96 t'I £j6 Zl. 14 0L 11111ll1,111111,1111,1111i111,11,111,1„1111,1111„1, 1,11 1 1111,,, ,,1,1 , ,,,111111,1,11,1,111,111,11�ti1111111111111111111111111111{ 11111IIl16„18 IL 9 19 I£ Ig WO C 150- 50--- 120- 120-- 1-- 90— P w90— Q > w —J w 60- 30— (Boring 8-3 Offset 65' S.) (Boring B-12 Offset 43' N.) B-13 B-12 Approximate Footprint of Proposed Building (Boring 8-5 Offset 70' S.) B-5 Existing Grade :61•A'1' , _SIL T Silty SAND w/?Gravel Silty SAND ?-- SILT/ CLAY ? - Poorly Graded -' SAND with Silt 70/10" 76/10" 46 30 73 p Seepage 47 51 Horizontal Scale 0 15 30 Vertical Scale 0 15 30 • Seepage? pag? n Y, 11SILT .,<,r,{rz'' 13-11.0SAND'S: 34 ti .:k43t?rJ. r: SILT n? r1a-07r� 1 elLf 55 �? 7a Silty SAND with ....1 Silty SAND i�2^7�`T t;s 7 n y p�.'f$°. rPO riViNt?;P STWIffynl. C _ Gravel, Existing Grade (Borng B'204bffdet70'S-) tV� Proposed Finish Grade Proposed FILL NOTE: The stratification lines shown on this cross section represent the approximate boundaries 60ft. between soil types. The actual transitions may be either more gradual or more severe. They are based on our interpretation of the subsurface conditions encountered at the individual boring 60ft. locations and our judgement and experience. ECI cannot be responsible for the interpretation of the data by others. ExI tIr +:�.i •f 1.4,�l��;�*.�,��J 2J j�•n,,. ..f�yl r I Seepage 26 31 Poorly Graded 31 SAND with Silt /4qq cif Pie Zi Proposed Retaining Wall (Boring B-9 Offset 30' S B;'9 cf 19,4b. did �`,G. �i,��=�� i• �� '>•4r..• •..:Y/1:7.K<iii.-•.ti.lf,....i:..'�r:_N,:v9 ?_ Silty SAND NOTE: This plate may contain areas of color. ECI cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. rfrzi 7 1 SILT -'22-'>? Proposed Proposed I Pond Finish Grade I Access l Road VI , € FL 5' E sa • 22 24 Silty SAND 29 - -? Poorly Graded SAND with Silt C' —150 —120 w u_ z 90 0 172w J w — 60 30 Earth Consultants, Inc. Geotechnlcal Engineering Geology. Environmental Sciences Construction Testing & ICBO / WABO Inspection Services Cross Section C -C' INS Building Tukwila, Washington Drwn. GLS Date Jan. 2003 Proj. No. 2579-44 Checked MGM Date 1/23/03 Plate 6 li1111tII111III11111111111111111 11 I 2 9 11 Inch 1/16 'WEST COrr Since 11372"' L VII, EL Z 111111111 1111111111111111111 IIIIIIIIIIII111 3 L ll 0j6 I1111111I IIIIIIIilfllllllilf II 11111.11111111 4 68 III111111�111111111 11•►IIII 1111111 5 11111j1 6 99 IV IE j7, L- w0 IIIIIUIIIIIIIIIIIIIIIiitrrui111111111IIIIII�II11Illlll 1 120 90 w w u - z O 60 1-- > w J w 30 0 F Existing Grade Horizontal Scale Proposed Parking Lot 0 15 30 Vertical Scale 60ft. 0 15 30 60ft. TP -104 (Boring 8-1 Offset 45' Silty SAND Very Dense B-1 ?— _ Lean CLAY 21 22 60/5" 82/10" SILT Proposed Building S.) (Boring B-2 Offset 60' N.) B-2 23 FJL L 84 69 Silty Proposed Pile Support Existing Grade saa AND omragrmosm.cCIIRMa..a911172. 34 46 Lean 60 CLAY 23 25 Approximate Location of 31 SILT Proposed Detention Vault 22 32 NOTE: The stratification lines shown on this cross section represent..the approximate boundaries between soil types. The actual transitions may be either more gradual; or more severe. They are based on our interpretation of the subsurface conditions encountered at the individual boring and test pit locations and our judgement and experience. ECI cannot be responsible for the interpretation of the data by others. F' 120 90 f= w w U_ 60 0 1- > w 30 0 NOTE: This plate may contain areas of color. ECI cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. Earth Consultants, Inc. Geotechnical Engineering. Geology. Environmental Sciences Construction Testing & ICBO / WABO Inspection Services Cross Section F -F' INS Building : Garage Structure Tukwila, Washington Drwn. GLS Date Feb. 2003 Pro'. No. 2579-44 Checked RAC Date 2/6/03 Plate 9 111111111111111111111111111111111211111111 l• Inch 1/16 9 WEST COTr® Since 1872' 1111111 3 111111 1111111 4 11.1111111111111 5 111111111111111 6 1. PK £I. Z+6 H- OI 6 19 L 9 19 t/ £ Z !. W3 11IIIIIIIIIIIIIIII111111II11I1111111111I11111111111111111111111111111111I1IIIIII111111111I11111i11111 II111i�I I I II I1II�iI 11I1111II IIIII llllll lllilll l