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HomeMy WebLinkAboutW-027308are- --- -- - --- -- 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 -