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HomeMy WebLinkAboutzW-0273Set1 3h �� �1 \ i1 L \' \ jCALE �„ - 2U � Za \ 1 ABERDEEN AVE NE f e" C.I. GAP (M1) WITH 2' PS TA 5TA 15+b6 q q 2" GALY- NIPPLES �' LONG F u \ 16'0 "C.I. TEE (MJt FL 5TA 19 +GD 4' (MJ) WR1i 2" IP, TPP m 6 "x4 "C.I. REPUCER F�•FL) GATE VALVE ((MJ • FL) SLF C.l. NIPPLE — -- IG" C.I. PLUG(MJ) WITi1 2 "IP5 TAP 221Z° BEND(M�) STP. 15 +G0� \ M t" 394 LF. of IG" C.I. (T,J.) PIPE 45 LF 4" C.1. (T.3.) PIPS — — — r — — —— �— 8" 5ANITARY SEWER � —�._ +` " EX 5" SAN. SEWER SANITARY SEWER 23LF44 C.1, PIPE s .n ` m E 4' 99 +610 (m 3) t_/ m cX WATER MAIN 22z` E.ND (Mi) 3TA 15 +21 STA 0 \ \ _ z \ BRIDGE RELOCATED ;–IRE HYDRANT \ 'D m � m c a Q L5 OZm \ 3, \�o As Bu LT -)-3 -(�-r �. CITY OF RENT - - It.14,1A. III. L1= 11F111dt{lnY k4f.9301,klfk`kl laS J',kWA %SnU.T4kMA istA'r'i'{,(t NrkflJh"t`Ni.Y4d.A {I�t }k[ikV.l l:Kt ?f Pfl l'k? -'17 N•las are- --- -- - --- -- i 1 a � Eh ;` B "'C'onc San, Sewer- -` oa 0� 5 �I yI �DA 1I p S 7 T/5 2 g O� �I N# qtPS NO2 -RE(A -Line) ; k \ l i \ 22.5=a" Bk ro Bk. of Pavt Seats. 1 w i v 64'6,.' � ,\ V--7&,57'A'1011 Al-2 afCut _-U7' ". TO,o 0 6 � \ in Bridge Quan�`ities,) ��- ¢ "Transrfe \\ \\ \ FUrnisheci �a o l @ /.9'Rt of -- e° /-A 101 ,Clrni�s oi, °roes inc /tided in Bridge Ouan /ir /ias.(7yp.) -�52ge of Lane - ' 5ewer (7a La relocotec/) Sh /d Line ~ \' �Ews i`4 "A.0 Wafer Main \ / /- be cuf 11 cz;pPed:) Top of Cut- -- \\ \ // `stub conduit out and cap 1=6 "be1ocvgrad -- \ MN 8"Sanftary Sewer. l ,/ i A a 6 e 3a ©'V.C. - - = rater Marn �� �Cro� Line T�ii�; ,-� �/✓Iff ,?_!L- �M.H � crownolope u u,,�rXJ �" i'- ! \ '•I-'' L- Pr-ofi /e Groo'e � A''FOT.35�64.0� \ \ - 63109'00° f /2!`'PO.T. /7frJ2.97 /2 Conduit in S6'w.F. z fo,3� ° O *�I L 1 700 _-U7' ". TO,o 0 6 � \ in Bridge Quan�`ities,) ��- ¢ "Transrfe \\ \\ \ FUrnisheci �a o l @ /.9'Rt of -- e° /-A 101 ,Clrni�s oi, °roes inc /tided in Bridge Ouan /ir /ias.(7yp.) -�52ge of Lane - ' 5ewer (7a La relocotec/) Sh /d Line ~ \' �Ews i`4 "A.0 Wafer Main \ / /- be cuf 11 cz;pPed:) Top of Cut- -- \\ \ // `stub conduit out and cap 1=6 "be1ocvgrad -- \ MN 8"Sanftary Sewer. l ,/ i A a 6 e -- -- I L - A-Line Grade e%va, ior7S shown cre fir 1612 yrrrrdes on gZ Roadway ano' are ejwa/ to profile grade. j� yco a?l \� VEZ 225. a r 1& 7) .L 2aa. o Ci 3a ©'V.C. 7'72 Cu.Yo's. ,4Gecha171co1 7-ar7?&er fo,3� ° O *�I L 1 700 ) Ch - Bridge A'allz"y Type SB 44 3 fl; -. FT A L✓Nf PROF'/LE_ 40 Cu Ya'_5. C ,- 2creTO C/a55 5 30 Cu. yc/5' Stec/ f'e;r farcin�c Bars /G, 0 0 0 Lb-. Gowrrs,aac is S6 Li°7.1--% L= ?eG;'rica! Con. duit L:�mo .5u,'?? Cas t fro/7 AYq ter P /pe /L "Dli ;e ter. Steel' sewarPi,oe £i "ZV1,1netar. 'n'%zfer l2PduCin� ftdcs?i Tr vC . �„O l.Jp /.lO: 2-' LOADItVG t-1,5 -209 c -- -- I L - A-Line Grade e%va, ior7S shown cre fir 1612 yrrrrdes on gZ Roadway ano' are ejwa/ to profile grade. j� yco a?l \� VEZ 225. a r 1& 7) .L 2aa. o Ci O J Cu.Yo's. ,4Gecha171co1 7-ar7?&er 05 dour s *�I L 1 700 ) Ch - Bridge A'allz"y Type SB 44 3 fl; -. FT A L✓Nf PROF'/LE_ 40 Cu Ya'_5. GZ_A14-RAL 1\107,5' A / /maser ai and work 5.17,711 bc' it accorda. ce ✓ 7'h 7`170 requiremerfs or^ the STate Of lVashir_qc /c >, Deoarfine t of ftiy /?ways, Standard S,.oecrfica?`ions for r4oad ar ?d Br';cn e Consfrucri�; dafed1963andArze dT / 1, dafea January 19C6, FOOT /r7uC>' °% vr�ans x e subu<aci` :7'c charrae decer�dir��c .non foundation materia /e.'acour?fer d f�eir�rorcri?y 5teet for fcvtii;.ys, wa, %5 and Co /L.•mr�s ;,ha /,`i�ot be cut ur�fi; Tyra/ fbofiny e %ca�iors have beer; Jere rnr.7ed in the tre /a The concrete in all foatinyS CZ-2017'120 u'a //s shat/ be C /rss B rrix- A// other concrete sha/,'be C/as5FZ( mix. Fa /se�verk sha ;' naf be re%csed ri any 500-n conncrere, exce -T ha?;ii the r ai /b_ s has beer? rig AV-12-C& 7he required and has aeve %eec /engTh of `irne su'�ic ✓e, ?r streryth a5 ouf/ineo` in 7'170 Soeci;icat:one- Fa,sewarC shat /be rcx efu //y re %a,sed io prevent rinpact or ur?oue stresses in ?he v �ruc tire. 77'.erur %base sha / /nofbe pour d tint% 7'170f r/s r,F 17,75 be0,^7 easr."d. 7-be max;' Turn deJ; on soii vressure oer s ua're fcoT is : 17700 and arre ha /' COD To.- s a?' Piers /V-o. 1�'4, ar d fir% /Sj ons of i iers /va. Z93. APPROXIMATE QUs W-17 Z�5_ °54:,� Sf,�c�cturc Fxcavcrr'ior, Cu.Yo's. ,4Gecha171co1 7-ar7?&er 05 dour s Suoerstiuctu, -e Lrrrrrc .Burn Bridge A'allz"y Type SB 44 3 fl; -. FT Cone, e?'e C/a.5,5 AX 40 Cu Ya'_5. C ,- 2creTO C/a55 5 30 Cu. yc/5' Stec/ f'e;r farcin�c Bars /G, 0 0 0 Lb-. Gowrrs,aac is S6 Li°7.1--% L= ?eG;'rica! Con. duit L:�mo .5u,'?? Cas t fro/7 AYq ter P /pe /L "Dli ;e ter. Steel' sewarPi,oe £i "ZV1,1netar. 'n'%zfer l2PduCin� ftdcs?i Tr vC . �„O l.Jp /.lO: 2-' LOADItVG t-1,5 -209 PSH I I%SR 405), PS (SR =z' AND CITY STREET KiNG COUNTY I 12TH AVENUE S.E. UNDEMCROSSMN'.; W1 273 LAYOUT WA.SXINOTON 5TAT5 H'GHWAV C0M.MISS!' N D °PA MENT CF WSH HAYS r9i1' }APi3„ WASHINGTON ��,,,� � iYYa�•t6, :3�� -. _ A °� .tom `M ;* '2 - Q) 7- --- ------ - Pall /90s/- 5p /Z 5,o cz c & -9 8'-0- .98- 0., Fall 12 j5pfzc&•5 -4 1 --_ - - ---- -- ---- --- ---------- Fl. RcA ED ­ F;s1­1 - IHEET TOTAL ­AN' MO. SHEETS 713 pfd FE'ri. 'c B, mange Oran ype 3 wifh n 7`Cr172,117e01 by 7 70 4YI, 0 11VIV6 P 0,,17_- Ple_R .VO. Z All coelo/iny_g co,l, r7.­3 nt ,9,41Z 11VG e,51D fWA L K LAYOUT Type -,5,5 57`61,5bccl 7-33. DnzI,-25 7yve 2 0 3 per 57161 sl2c&74 7-13, Sidewalk 0 Aa// Base L/O//2/5 )oc,-,57fc;1,5hec1 -29, 7/72, abfRiny Cover oj Ao%vy . n- own in v1c-1.-717'y of PCOVer - - - - - - - -- - - - - - - 154FC2110lv "M-A-1. ,`Cvei-_-Ible Shallow Pl)-;q �' covdr - - - - - - - - - - - --i.. corner 0f CaC12 e 611111;��l Hole. See 7&r D07�7119 -,917ee 7 e I Aoe� No. ,f Ho /C -? Q4 j; L L ------------ ----------- 90, zo r _-ARA1W11VG PZAA1 AIVD 'c B, mange Oran ype 3 wifh n 7`Cr172,117e01 by 7 70 4YI, 0 11VIV6 P 0,,17_- Ple_R .VO. Z All coelo/iny_g co,l, r7.­3 nt ,9,41Z 11VG e,51D fWA L K LAYOUT Type -,5,5 57`61,5bccl 7-33. DnzI,-25 7yve 2 0 3 per 57161 sl2c&74 7-13, Sidewalk 0 Aa// Base L/O//2/5 )oc,-,57fc;1,5hec1 -29, ` -Face o/- rubber coveiiny. 1­90 J?07'gr0&1 " 9 el oo ve /Or 19 C A71 /ic Co /y. DOWM5POOT fMtFRGxf'1VCf De7AIL Cemern' Pip 7/72, abfRiny Cover oj Ao%vy . n- own in v1c-1.-717'y of PCOVer 7q� I 154FC2110lv "M-A-1. ,`Cvei-_-Ible Shallow Pl)-;q �' covdr f ab. 30rT01W 51-AB DPAIAI ZOC,27`e of 10W corner 0f CaC12 e ` -Face o/- rubber coveiiny. 1­90 J?07'gr0&1 " 9 el oo ve /Or 19 C A71 /ic Co /y. DOWM5POOT fMtFRGxf'1VCf De7AIL Cemern' Pip Pier ,vo. 2 0./ 02 03 04 05 0.1 0. Q3 019 i 0/ 02 0.3 0­' ^5 4e 0 D_,"AD LOAD CAM66Rc. LIRIIC 7A,,g curve shows ;-'12e oleac)l be increased by the a172041n7' 071' 75ke -uV :`he iarsewOrk. PSH I (SR 405;, PSH 2 (SR 900) AND CITY STREET NORTH RENTON 1M ' TERCHANGE XING COUNTY 112TH AVENUE S.E. UN DERC ROSS W-21-5 ROADWAY ANI PIRAIN,-I.Gif Dffl _ WASHINMON STATE HIGHWAY COMMISS!ON DEPARTMENT OF HIGHWAY'S ,ILYMPIA, WASHINGTON i"1 "I' 4- 7/72, abfRiny Cover Ao%vy . n- own in v1c-1.-717'y of PCOVer 7q� i- , Leve/ Ti rns and 154FC2110lv "M-A-1. ,`Cvei-_-Ible Shallow Pl)-;q �' covdr per slr�, 64,f-et Pier ,vo. 2 0./ 02 03 04 05 0.1 0. Q3 019 i 0/ 02 0.3 0­' ^5 4e 0 D_,"AD LOAD CAM66Rc. LIRIIC 7A,,g curve shows ;-'12e oleac)l be increased by the a172041n7' 071' 75ke -uV :`he iarsewOrk. PSH I (SR 405;, PSH 2 (SR 900) AND CITY STREET NORTH RENTON 1M ' TERCHANGE XING COUNTY 112TH AVENUE S.E. UN DERC ROSS W-21-5 ROADWAY ANI PIRAIN,-I.Gif Dffl _ WASHINMON STATE HIGHWAY COMMISS!ON DEPARTMENT OF HIGHWAY'S ,ILYMPIA, WASHINGTON i"1 "I' 4- OZQ� 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 � � -�- --