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HomeMy WebLinkAbout67S318IIS 110 too 13 sJ e5 { 1,C .�► I t 1 I I CkINOOK ELE:V1. S`NOO` T " ky 1 3 f i 01 � PEN CuT NET'Hoo ns�,Fx{S'I C%AAIN LINK GE� � 04 WATEEXIST CI R1= 1-itYDiiANTLASLE FIROP 12 SHOULDER LINE % 5-�. 2� , 6 STEEL %NRAPPED GA':� UNE !SOSOUTN OF C. DATUM: SPIKE 10 PP 3.00= WEST C H I NOO V SC 1400L R DVY. ,1V O. SIDE ENUM.H.WY. ASSUM.ELEV. !00.00 i d i { tv xa — - --�c �^ Y w 4 i - w40 o �" $IDE SEWERS ('RLIJG ) o i � Q it RDWY. SURGACE !S CONCRETE 10-410IE ! WITH A:,PHAt_T OVERLAY FROM APPROX. I I I4o+2-8 TO ENC) OF PROJECT. SHLORS- ! I A PPROX. I WIDE. R1 •� i� 'wIATER AVAILABLE FROM �! `" 15t;kkkO GATE VALVE T7; 81•STUB 4PL Cy STA ?i \ L_ ECEND 1° t„1f1„T;ty� TN15 CONTRq_T SANITA`"Y SEWER S5 fYIJ/-' ---- ss MANHOL.F ---- ��-- WATER UNE GATE VALVE 'WATER METER TEE $ PLLiG — oil UTILITY POLE -u- G A S �1 NE — c, �1-�= ENUIMCLAW H10HWAY -- F.H.S. 2. ti B" ST U15 i PLUG \12.4015 PT � SAy cpX ss 1. HiChway crossings shall be by tiet hod ir.d i c-ar era . Existing j.icret a pav,-�rent shill be replaced with 6 incites of compacted pit ,un gravel, 2 inches of coir- pacted 5/8 inch minus crushed rock, and a cement concrete slab equAl in ILhicu- mess to the existing slab. Finished surface shall match existing grade. Where an asphalt overlay has been applied In the existing concrete slat, the concrete slaw shall to replaced, as above, and a matchir.w overlay of Class "C" Asphalt Concrete shall bs_. applied with the finished bnrface matching existing grade. All pavirp shall conform to the applicabie provisions of "Stare of Washington Standard Specifications". 2. Existing road shoo..lders disturbed by the construction shall be resurfaced with 2 inches of compacted 5/8 inch minus crushed rock. Existing shoulders treated with bituminous surfacing, as indicated on the drawings, shall be re- surfaced with 2 inches of compacted 5/8 inch minus crushed rock &nd theta be treated with a one -application bituminous surface treatment in accordance with Section 26, "State of Washington Standard Specifications". 3. Locations of wyes, as w!,owr., are approximate. Exact location to be de- ter ed at time of coometruction. d. Pipe measurement shall be made from center to cer'er of manholes, to the nearest ant -tenth (0.1) foot. Q vJATER AVA'1_ABLg F{10N, `.. BuK1EL uA7C VqLyg 1 P� ..v4 0.160 CD WAR Id- W I F TOP F.LEV 1tr.'11 it f�! 0 v tc• •� j _ _ . .+ + to > r a1 - +Av rl CJ - _ I ' Q a • ___ r K 0 INV. ELEV. ;02.':(a S• , Allow Oe E L£V. 48.1.± 0 Apprca bep1;1% t i" V# V APPfs ate ••••• •• DLrTM cis .0108 J` NV ELEV.87.715 INV. ELEV.84.83 G •oo ► •cw�l 3*00 331' S+oO INV ELEV. 9S-00 I'14I'�'If1I11,I1, M1CNf5 II 2 1 `` S 1 6 .%61( RU - 0A I i - I CH 132 S Spr,ane St•cet Sr^•tie. Washingt,)n MIA Cali 206, MA j �;34 tat ►I EI Zlt IS • L f9 ; lipIE i w� tf�L7w� illl.�i IN%! tiLEV "11 _7 iS ,• ; VO4 AS I � i.T � t �� � , a �t • N ' .till,+° .,. �. `•ram. 8-ao 9.00 1 O'00 ► ► •oo + two 115 !{O 105 10% 95 DATE ND REVI„ICMI CITY OF AUBURN AUBURN WA'SHIN^1TON .ram LID 183 SAWlWAR v SEwER ENUMCLAWN HIGHWAY OESIGNE04kK. APP4qCVFD �-'u , SHEET IL l� DRAWN QC.KA%S61: S -AL IE 1 = S0' /3 CHECKED D.CK PATE Z- d 130 12s 12G ins 110 105 (oG SEWER TO 6E ENCASED I r IN A 15ie�3js"{32 STE:= . LV 11_^waoZ" 1 ►sE_ 1:� ,,n,' CASING PIPE. JACKED �' GRC; = RY 6oaED UNDER HWY. - t;SLANC INv.ELEV. to't.84 L� SS RALAWAma iiiinimairmirm - SS -�aY� _ _. - _ -SL 0 NMI no ASP"AL:' OVCI;- Af 3MNS, tNv. ELEV lo<lc COKTINUES TO END OF PROJECT t . a ROW'Y �URVAC.E IS CONCRETE I-A-O WIDE. WITH A.SP►4ALT .vEtgLAtiFROM APPROX. ETA. 16!LS TO ENZ Or Via, L�R^�JECT ` :4L RS APPROX. I.2' W!DE. fie"• ! a \i f G� P� O w) d IL r tL H i1 15'EASTt� _ — to rToP ELEV 11.)-lot - - - - - �- I ELE'1 IC""A..Z G 4 rl _ a = oo4c) 4%0' wArER AvA1tAgLE tRoes+ .. 6uR+t0 •• \sAT i. rAlYf � y 'i a ti SEWER TO 8E ENCAStn I!� A 'wB"■51s'■32' STEEL CABINS PirE. JACKED IBORED UNDER HWY E uNil CI_Ai,'V VvAY 8" 5'T us E PLUG Trade r r P-*s /"a% r-, r— MOBILC 14%4Z Pt kk a s� CD 1- 73PELEV ,19.3r -oPEIiV iIB2' I! `fINV.ELEV. 104.70 S- 0040 2L I WL ELE Y. 104.40 Q+Cn INN. ELEV. 110-59 INV ELEV. 105.45 4.. iyy • a. .'� i. i : � • "� `.... i, I w""1' 'Y.' yNi�ll �, . i r •, r..... Y"�' :'k i• ...1.'.� m-��.•ay,� v=�. L �s� �. '_, v�. �wJF a 'r,'� "a.". �-4 �.s C- - �'t'•-, � . �::'�',. Y Ate= •� �� J.""�'� �.b � .: tee."ai. _ �• ::.!' ...:Mwk�N1,..AA:'t'� 12' RDWY SPL P. LINE ENUMCLAW HIGHWAY - P.S.H. 2- �S e; �a Iu / }- .g ^ d� !a0 'y1 TOP LLEV 1 Z S.1 / r4 J ToP E L E V. 121.0 * ___- _ - J - - „b" Q !TOPELV4.11OA5 --- __---- - __ -- ---�t- ---------•----•------------------- �� ------ 'ice/,��®�. i 4 y APPROX. Io'Wf acP�a 5�ao o. �'1 �'I'�'I'I'1't'� 1't'!'1 ' i •1 1 I ', t i INC1 1 I', ! I I ,•i�� 1I�I,i• 11,1'Ir1•1 INCHES 31 1` ! . 1 411 g K 5 Spor\u,..• Stfrer . �1!( Rl) 1:,1 I 1 i 1 CIi c, CA 206 MA S'd0 �orrlr, W,l.h�ngr..� ONr..o J L�l r}1 El, Zi, 11 1 3 40- iNV. ELEV 110.54 DROP CONNEGT►ON TO BE i r-4 AG-CWRDANCE VYITH STANDARQ PLAN NO. 44. i 1- c0 -t14 J. J+C-o INV. ELEV. ItL1,40 AS BUILT S� f INV. E LE V.1 19.01 tW. I ----_--REVISIONCITY rEOF AUBURN AUBURN WASHINGTON LID 183 SANITARY SEWER E N UMCL AW N 1 G9WAY DESIGNED J.R.K- DRA'wm DC. ka;oer IAPPROVEO v (' ��� SCALE 1 - SO' SHEET - CHECKED 01Z.K. JDATE 2--4m,-67 • L - 3 y q 19 44 as M wl a ff j 3 c' 4v 30 G :55 4S i c5 C, IrZ.J I' = a NSTALlt55TUBiPLUG ENUMCLAW HIGHWAY � �� i r 1. ' W YE t PLUG Q L WYE f PLUG �� 40" WYE `, PiOG - � / g. 5T0E i P;;;_I ... � � .�' x:• .T—r 55 ShFS-..+Mt +%]S(Ytea ,. '��. _.•� y.�ry. P'!' ,,:,:•A<['� - .�_._S�r'w.♦:S;I• ll i_p' glum — .r ------ -- ----- --- _ --— w 10• C-I WATER LINE _ — —�-- �`"c t wA fii AI : r EP}FONE UNp� R ROv!'i SUPPACE i`. CONCRETE aO''��1t0E �ti':TN i -- CmRoL•NC 1_FNt_--�__---__— -_— ASpNA`T ��ER:AY F-P•cQM APPNJX. STA. iir•2S �`----- DELETE FROM PROJECT ® —'— I�J ENC, OF PROJECT• SHLOPS. AGPROX. Ic. 'Yv..;tz. EN UMCLAW HIGHWAY - P. S.H. 2. r11 f J J 4 Q 1 Q cPELEV.°,bZ71' r •GU A1.•00 ��I.Ir r.�r. ('i'I I'1� ! i i 1� I � i � I �' 1 �, 1� I'�':•��i I lii� INCHES lr :I 3I 1: 13'L NI( R(I x7ti:e, h'ntihin7lnn jgl7� � � S�1„ LI• +il f�: 211 �� �'�: 16 'B 1� 'S ;S ► ;f Z w7 ;I7r..)wl ?5•,�o ,4<?Q "i ElLi'r ;S-; Si AS BUILT I DATE lk o -1 e 1 to I �S ISO 14 c. KIM 13S C4TE rNC RE'+'SICN 8Y CITY 4F AUBURN ° AUBURN WASHINGTON LID 183 5..'\A N (TARP-- rt____NUMCi_AW HIGHWAY DESIGNED J_R K,— OR A W % JkC . Kftmor CHECKED 17 c K, APPROVED SCALE 1 s50'— DATE ?_ to? q:•x 4!' IM i .j LID 43 t-� 0 �- G O C141NOOK ELEM. 5CHOOL U� � PEN CUT METHOD EXIST 1'IS (00 0 0 0 0 0 0 0 -0 0 9 P CHAIN LINK GEN n 0 0 Q N - G -— into SS o �— — WATER EXIST PI VAILABLE FRo (2' SHOULDER LINE RE HYDRANT S7A. 2+2 100, Q Cf a W 4" STEEL W RAPPED GAS UNE 18'GOUT H OF 4.. l� _ Qa x DATUM: SPIKE IN PP. 300± WEST tz U 3� CHIN00V SCHOOL RDWY.,NO. SIDE ENUM. HWY. ASSUM. ELEV. 100.00 30 Its 105 95 a*] 95 0 "m 1 N Q WATER AVAILA13LE FROM h G" EgUR ED GATE VALVE ` r W. ` As � 0.. • • " sI�E sEwER�PLu IO G" SIDE SEWERS (PLUG) l9 C q) 8"STU13 £ PL G A • a* �7 LEGEND 0 O .� EXISTING THIS CONTRACT r SANITARY SEWER ss YJ MANHOLE ---� • RDWY. SURFACE IS CONCRETE 2-d WIDE WATER LINE L," W .1. WITH ASPHALT OVERLAY FROM APPRoX. G ATE VALVE Ili*28 TO ENU OF PROJECT. SHLDRS. WATER METER APPROX. 12' WIDE. TEE$ PLUG 1----- UTILITY POLE -- G A S JL4_N E G ENUMCLAW HIGHWAY - P.H.S. 2. SCALE I"=SO' s. ' o•��k=�;s:,,�: Zz_ BSTuB �- P�.uG K 0 T E S 1. Highway crossings shall be by method ind i"cat ed r Existing concrete pavement shall be replaced with 6 inches of compacted pit run gravel, 2 inches of com- pacted 5/8 inch minus crushed rock, and a cement concrete slab equal in thick- ness to the existing slab. Finished surface shall match existing grade. Where an asphalt overlay has been applied to the existing concrete slab, the concrete slab shall be replaced, as above, and a matching overlay of Class "B" Asphalt Concrete shall be applied with the finished surface matching existing grade. All Paving shall conform to the applicable le provisions "State of Washington Standard Specifications". 2. Existing road shoulders disturbed by the construction shall be resurfaced with 2 inches of compacted 5/8 inch minus crushed rock. Existing shoulders treated with bituminous surfacing, as indicated on the drawings, shall be re- surfaced with 2 inches of compacted 5/8 inch minus crushed rock and then be treated with a one -application bituminous surface treatment in accordance with Section 26, "State of Washington Standard Specifications". ` 12+0S PT. 3. Locations of wyes, as shown, are approximate. Exact location to be de- termined at time of construction. ".y,. 4. Pipe measurement shall be made from center to center of manholes, to the " : nearest one -tenth (0.1) foot. y �- < •Q WATER AVAILABLE FROM (a" BuRIE0 GATE VALVE \" , Y , P " - h _ (0 W m }� W �t W I,_, tl TOP ELEV 113.'1±'�► O } Q + m a .� • - - d w OD + _ ' + Q ToP ELEV. - V I z N — Z 'TOP ELEV. 1017.- r I5`w. ______-------- --- -- d---TOP ELEV. 102.?+.-_-- ._ -- --- -- -�--_- - - ---- W r ..- -~ Se .Olk''A INV.,ELEV.102.'1G, 0 APPRoX. DEPTH cTOP ELEV. 982i* _ _ - -" - 3 ��• �,i�� 3 r D ' ` r-fT1L"-T0P ELEV. 98.10± 0 Approx DePlV, I'i V�L 1 Or W/L O APPRoX. DEPTH 41 INV. ELEV.8G.83 $-p0S3 `3'0203 INV. ELEV_ 93.21. 21 O NV. ELEV. 87.78 1 +00 2.+00 3+00 4+00 5+00 &+00 JL�, IKV.ELEV.g5.00 5BO ^ INV.,EL.-L V. eca. 00 - •• INV. ELEV. 97.35 AS BUILT DATE Nov I9G7 9+00 10+00 11 +oo C K 11, eF' yC, zmoo, s,: �.. ��, _ ,STEP IAL �•�, �' 12+00, - - --- it 110 t DATE NO. REVISION BY CITY OF AUBURN AU13URN WASHINGTON LID 183 SANITARY SEWER EN UMCLAW HIGHWAY DESIGNEDUR,K, APPROVED �7�!, SHEET /3 DRAWN D C.KAISER SCALE 1"; So' CHECKED 0.0-K. DATE 2-&-f IWOO 13+SO _ G7 S 3! ? Shy-1 105-_- 11 2 100 i 1 LID 191 0 d �d ©dX SEWER TO BE ENCASED OVERLAY FROM APPROX. STA. I1.+2.8 TO END OF PROJECT. SHLDRS. APPROX. 12' WIDE. ENUMCLAW HIGHWAY - R S.H. 2. CEDARCR-EST MOBILE HOME PARK 0 0 11 A - I 130 co, W • 13 c� co to a 12.5 00i S o 0' + TOP ELEV 12.5.1 + N 91 TOP E LEV. t 21.0'- tn TOPELEV 119.3t TOP I-LI-V.111)5- ' �� 13'EAST ; _ ---- ---------- ------ ____ ----- ------ — ------------_---- '500 I _ P TOP ELEV113.b+ —-----'------------------ r ! TOP ELEV. 118.2+ APPRoX. INV. EL:EV.1 19.01 37 Its j — io'' W� S=a•O 3p p 115 b-t i S s.00AO ' i sc o-o I10 IfIV. ELEV, 110.38 40' 340' INV. ELEV. 111.90 i N V.' ELEV. 110.54 11 0 1 DROP CONNECTION TO QE IN Io5 n ENVELEV. 104.?O S= p040 ACCORDANCE VVITH STANDAR4 S = oo4o i , PI —AN No. 44. � L 2, INV. ELEV. 410' INV. ELEV. 104.40 105.45 INV. ELEV. 102T(o too 13+So 14+00 W+00 11+00 18+00 14j* 00 ZO+00 21-►o0 21+00 23+c)o 2g+4DO AS IIE DATE 2S+On 01 �v�� AfCrSiERE'� \�cy�� NA tFi� 2tb*oo DATE NO. REVISION 8Y CITY OF AUBURN AUBURN WASHINGTON LID 183 SANITARY SEWER ENUMCLAW HIGHWAY DESIGNED J_R.K. APPROVED �7 (� SHEET Y3 DRAWN D.C. KaisQr SCALE I = 50' CHECKED ID.C.K. DATE 2-'1 +00 118 too �Q 7 .5 3 / d SIT— eZ 4lD /$j N aI :L tea► E^ "d wY 155 150 145 140 13S a t\ � N 1` (n O to 'J o NSTALL B'STUB€PLUG E N U M C L AW H IG14WAY " a &"WYE � PLUG � (o' WYE ; PLUG (. WYE PLUG � / g,. STUB E PL Ur. to" SS 2?5" 10•• SS S S C1� 275" t0" T S S ' 240' • n �_ �i z: {��,� IV - � ., .. t - e � Z'V�. 1. a. �. a. � - - i - •.- .. .�. �.-... rza v- .r w .- ..-.x.0 •-•. _ rrysre ,,yr ,f .H .A .�! ~'•1-f �: NYC.: Ma i i.r��w:i�F.•C_< 1 :..t�• N—i i,.Yir. W Wr1 to*C-1-WATER LINE 10" C-I. WATER LINE W Y TELEPHONE UNDER- -RDWY SURFACE IS CONCRETE 2.0'WIDE WITH DELETE FROM PROJECT ® C-ROUND LINE ASPHALT OVERLAY FROM APPROX. STA. 16+2B TO END OF PROJECT, SHLDRS. APPROX. 12• WIDE. 2 6• oo ,49+00 30 *-00 EN U MCLAW HIGHWAY — P. S.H. 2. �co �m ILn }j, a d� aw Q TORELEV.It.?-- ± tn 31 +00 32-+00 33t oo 34+oo 35+-00 31.+00 3,I+oa MCLEV IS4.39 VUILT DATE Nov 39+oo O 0 O _ 1 x � T _ •r i c+�i- �•�,,. � � :.vC.' . S � :..his ti- �x•A •. .�::• 0 cn ��i'' RICK t�+t�� ov WAS�,� • Az + Z 0 �e D cn E"1(;Tfvtll ? AL 4 O+oo -15-46? ELETE MANHOLES 1bi4 K- OELE SEW N ST .'.l2+0 T STA.� V DATE NO. REVISION BY CITY OF AUBURN AUBURN WASHINGTON LID 183 SAN ITARY SEWER ENUMCLAW HIGHWAY DESIGNED J.R.K. APPROVED/, SHEET DRAWN'DC. Kc►iser SCALE 1" 50' CHECKED D.C.-K. DATE 2-4- V? 41+coo 155 ISO 145 140 l35 1-50 A2•oo 43+00 67 53/9 sy-3 41D If3