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HomeMy WebLinkAboutW-02730COZQ� I� ' o c. h , 0 tr, s O m 1`AR LIST All dirnenians are OUI o ouf ARK LOCA770AI ` NO. &ZE LEN6 . Bb'NDJNG D/AG,4A1'vl i I Focfir,q Longi P, %ers N_o.2 1 __ f 60 8 !/ B" Sfr. /2 -) Q TranSV- 2F3 48 I/ 1418, S7' <M) y _? _- Dowels - 24 3 36 J/ 8 =6„ Column - PierS_No. 2$3 30 S s - Piers No. 2$3 56 4 16'10" 6 Foc1!nq L ongir- IY4 70 4 3`8' Sfr- 7 Trarsv I44 ,T 6 36`8° Sfr, r 6' S ? raps _I4 3 16 !O j Trarsv - I€ 52 4 Va ` 2 °z I 4 pfce 52 4 2=Z " - - --?i Do' A'g 21 - ' - " - " 263 16 // 23 =7" Sfr 22 I „ „ - „ - " - „ „ 243 16 // 29 =7" Sfr. 23 - - - Ze3 16 /1 32=7" Stn 34 _ 2 8 II ! 7PO° Sfr 25 - Z f 3 /6 11 45 =/" Srr. 26 - - - .' •, Zf3 16 Il 5- ^.� /O "' Sfr: 37 2s3 81 1 89`6" Sfr 38 span No. 2 _ .161 81 !I 33'4" Sfr- I I 31 13oA Slab - Longir - 3of. - Span No- 2 Blows /F7' � t.�eofh or as noted 32 - -- - 2 8 // _ 55`0 Sfr 33 - - 2 eg 63''0" Sfc 34 _ 2 8 II ! 7PO° Sfr 35 _ -- _ 2 9 II ( 77'0" Sfr 3a _ „ „ 2 8 // 960­ Sfr. 37 „ Spans No. lea 81 28'6" Sfr. 38 - 1,�3 161 'aJer 70 /e _y 45-'0` Sf L391 lea 1 lio l F5 1=0° Sfr. Gird& Webs Longir .I // Spans - - Piers /Uo. 2 e3 -Span No. 2 " - Spans No. 1�3 - '571/r/-ups - •• - 5x7' Gi, de,- Stirrups Crossbeam -6/i raps °iers Mo. Z43 Top - Trarsv - •• •• 243 Crossbeam - lop Transv. Piers/Va.2e3 243 fi7lermedia7'& .Oiaphrayms End Oiaphr- - T/ -sr,sv - P/sr's A/c. / � 4 - Ties •• I,? T/7> too{ 7'o Toa Slab -Verf Piers No I•:`4 70 Top Slab - ,(-omit -Boa All 5po ,,ns 71 - -_Top _ T any✓ _ „ —5 - --- 76 78 " - Trat, r'-- - - - - -- 80 ! 20 Manr,o /e - 81 82 EL 5 e `r � t9 y 0 A � L �p q c'.I I 59 4.9. 0 \w' 0 J 24 @27=9' 4024`6" /� C) C9 IE \ ° \O 1,3,• 27=9° 105 C-'33LO' 32 @ 20'8'- 16 es. 6D16!7," /0 @ 24'c?'" 6026'S. l2 @22=2 4ea. @25=3 23=0" NOTE For r einf hers in So/wk. € Rai/ Base See ,Std sh'f '5 zs- I Gr. EL 240. 0 3l0 ws /F7' I DeOf/7 or os no;`ed� i ~ Compact 6r-owt7 Sil {y All tirades Sand Grove J. -5 Ver�yy Loose Brown S/iyhJy SI%fy Fine Sand & Wlfh 0CC1?S%0n671 .oiece OfASSOrIed 15IZe.6 Grove! 125 very Dense Brown Silly Fine Sand W/M Sma // 147 15' f rnoun� Atl Sizes Grave! Sca11ered Thru ouf Dense Brown Slightly Silty Fine Sand. Dense el-Own S /iyl-,r -ly Si/ry 7'r!! vraa`es Sand � F %ne Grave% 108 30' Very Dense 7'o Dense Grey Si /7'y All G1-odes � Sand "'Fne Gravel. 60 35' Dense Grey Si /7' 6/i'r'h S.na/ /Amour / VerU Fire 58 40' "Fine Sono'EOCCCPS%Onal Piece of Assorfec✓ 3iEes Grave! Thin /y Scctf7'ered � hru -our.' 92 _ 45' /172' S0' /62/!0 I I�- 55' Very O&r.se G sy Si //c A/l Grades Sana`Cirave% C See Dc/a/Y'B" 130/5" ��60' 140/3 "iF S "Sa %E$T Hot E i-i- Sfa. /6 r 49 - /O'Rl ¢ Near Pier Mo.4 l6 r 4 ?_ - 30'LI 5� A/ to/ er /No. I ROAD FFO. A U FISCAL SHEE' TOTAL p.v, N 5 AT':'. PROJ. NO YFAR NO. SHEETS — Bk.OfPav?Sea7, s WASH i Q it v ~ u) �i h _ I'D ro — - -- - - / "Premo /ded 7/g/2;,' A17' all around ciOe. r , Seal with hot a pha: t� e Steel Ca / /ar�Ga /v� w: 7'h Z- B "O -D.:<' I -'6 "f. G. ,-� 7rearea' 1 ✓cod S ®dc' /es for /S "C.Z Piper "8 "OG.E.9F LD7'a 6- spaced @5 =0' "cfis.c7ax. St e/ Proe- Loca74io17 of p/;oes, diinensior2S an ,'/ a7`.her 7&7'17115 as per -617A /i7`y 1ns7`4711a7110n ". ¢X25•�eel - ° ever - *rut P -470 con C/- fl"- 'rinel insert oreyua! Continuous bfrii�. .X -Brn. -l'o 01c7phr. 47 r'o Graph, ' Typical), 6' BOi S /ab Wooa /Sodo'I& Jpacra/ co) 11 S'O "c "7'rs, Max. U'7°IL I7"Y IIV S TA L L A 7`lOIV (Loo.�iny back On Sta/iorniny) All siee/ fasteners sha ll be ,galvani.�?ea: Wafer Main sha // be /6"Cast Zron Pipe, Class ZOO, cement i/Oinf. Sanitary Sewer sha // be 12 ya S 'O. D. bifu.�inous coafedsfee/,oroe coupled with Dresser Coup /inga or &qua% WoadSadu /e's sha // be creosafe treated. Jarie� M i 8" Bp !/arse 6!aries� !/apes 71J ;case aF�3ax. PSH 1 (SR 405), PSEI 2 (SR 90 0) AND CITY STREET NORTH RENTON INTERCHANGE KING COUNTY 112TH AVENUE S.E. UND RCROSSING LVAR LIST, TEST HOLES W-.275 A1-401- UTILITY DETAILS WASHINGTON STATE WGHWAY COMMISSION ' DEPARTMENT OK HIGHWAYS 1%YMPIA- WASHINGTON a. o. sevr,, cwA,_rhax AzPAOV,o hWay 16,1966 i WE, S! OF 5/ 5 4e .5 11111111 �1�1 �111��111,I 1 Ii,l�i�l�l�l�!•I �1�1�1,1,'�I�1�1,1�1�1� �I�I,1�1�1�I�1�1�1�1�1 � � -�- -- Gr- EY 223. 0 Blows /F7' � t.�eofh or as noted 8 LoaSe BraW.%7 S%iry Vera fine Xo F-/ile Sand W17'6 �-5• Assorted Sizes Send;". ^rave/ Scaf�ered Thru -oc�f Vet:>' Soft Ver/ Fine Sand Wier' 51rlall Amourf AS:Cr7'edSixes San4 Gravel. /OD /4" Very Dense Moff/ed Brown 7e 3rown Si %7'y Frne -Sand Wifli Small Amount A// 5i e5 Gravy / 5carfered Thr•u-ou-: .9z /ery L7ense Grey S/ /f xfremeiy Fine Sand. 42 _ 25, Dense Grey S1*115 Fine Sand With Occasions/ 65 Siff L ense, 3G' 4/ 'aJer 70 /e _y 35• Dense 7'0 Very Dense Lire4 15i 17' With Small Arrl12un7' 9 <. Very Fine c Fri�e Sand €' Occasional Pieces of Assorted 142- 40 Sizes Gravel Th%n /U S007'7'ereCl Thru -OUf - 45' 72- so' 46 Hard Grey S%!ly Clay -Trace Fine Grave/ 55' Very Dense Grey Si /7' y All Grades Sand €' Grove/ Very Dense Grey 5117' z° ExfremeJ Fii7e Sono With /O9 Coarse Sand e Fine Gravel Scar{ered Thru ouf 7'E57- HOLE H -2 l6 r 4 ?_ - 30'LI 5� A/ to/ er /No. I ROAD FFO. A U FISCAL SHEE' TOTAL p.v, N 5 AT':'. PROJ. NO YFAR NO. SHEETS — Bk.OfPav?Sea7, s WASH i Q it v ~ u) �i h _ I'D ro — - -- - - / "Premo /ded 7/g/2;,' A17' all around ciOe. r , Seal with hot a pha: t� e Steel Ca / /ar�Ga /v� w: 7'h Z- B "O -D.:<' I -'6 "f. G. ,-� 7rearea' 1 ✓cod S ®dc' /es for /S "C.Z Piper "8 "OG.E.9F LD7'a 6- spaced @5 =0' "cfis.c7ax. St e/ Proe- Loca74io17 of p/;oes, diinensior2S an ,'/ a7`.her 7&7'17115 as per -617A /i7`y 1ns7`4711a7110n ". ¢X25•�eel - ° ever - *rut P -470 con C/- fl"- 'rinel insert oreyua! Continuous bfrii�. .X -Brn. -l'o 01c7phr. 47 r'o Graph, ' Typical), 6' BOi S /ab Wooa /Sodo'I& Jpacra/ co) 11 S'O "c "7'rs, Max. U'7°IL I7"Y IIV S TA L L A 7`lOIV (Loo.�iny back On Sta/iorniny) All siee/ fasteners sha ll be ,galvani.�?ea: Wafer Main sha // be /6"Cast Zron Pipe, Class ZOO, cement i/Oinf. Sanitary Sewer sha // be 12 ya S 'O. D. bifu.�inous coafedsfee/,oroe coupled with Dresser Coup /inga or &qua% WoadSadu /e's sha // be creosafe treated. Jarie� M i 8" Bp !/arse 6!aries� !/apes 71J ;case aF�3ax. PSH 1 (SR 405), PSEI 2 (SR 90 0) AND CITY STREET NORTH RENTON INTERCHANGE KING COUNTY 112TH AVENUE S.E. UND RCROSSING LVAR LIST, TEST HOLES W-.275 A1-401- UTILITY DETAILS WASHINGTON STATE WGHWAY COMMISSION ' DEPARTMENT OK HIGHWAYS 1%YMPIA- WASHINGTON a. o. sevr,, cwA,_rhax AzPAOV,o hWay 16,1966 i WE, S! OF 5/ 5 4e .5 11111111 �1�1 �111��111,I 1 Ii,l�i�l�l�l�!•I �1�1�1,1,'�I�1�1,1�1�1� �I�I,1�1�1�I�1�1�1�1�1 � � -�- --