Loading...
HomeMy WebLinkAbout81D876 t z �o 0 BO Q aE U j d 3 - t>XI�'r. MH*32 '21KM$47 RIM 85.b3 oo I.E. 7boS S.E.17.83 O u o z NW � Z Q Caeri) �nm cal 2�� � ,CY/� -. ••• � +�- +. — - ••• I 77.18' Njr-__ �.-136.b3' -\ - - 4 Go.o' ,( -^ p II`7:`fb� --•c '17.'18 _. - t 0 �-i%Iftf FCNGL� p � K� � � I z m I8.7C' W fPERQ PtFR GTY olxv'•q4 'Z \ \ C ) c� cu �- S (8e.g9> - Q _ I`IJTA oFIY��dkH xER w Q 407 - r �.4a P „� Q �, �z.15> _p _ iclM EL 8.1.4D U "-3 54s) as, � C34,%sJ 9 C64.G5� W O :REMo.�C- EK.G'd 5-4& 4Tr of A exxaJ �4'MElae %4 E 02 m N $a"MCTE*L VS R6tK g fib`{P r ly4°9' o-4 e4LI 8'I.co - �'Io 0 -05 7T -UrysMENr �. �: -1 m CpNG a Ljka R yr lo' -N��! FH �K 6rt4' ro 7aUTluT7 ,.'b CSa.�e7 11 - .E,bo.00 MEer aRo �� -- I� •6A'4JGUT 12"MIN eercNv I' I�j'd g -la'I•n i N. +EE hYrJ` N "o WG Stxe 32 N 5K6' Its eKC."ID IRCbTORE 2-I'MGTERs r zC67rB (EG.2� '\ /8 ,2.l- -- �,G� C87.48� •c.13 m - s=ao s:o ,p m MATCH Exlst I3W—G CIS �. -lc. F _ ;E.-0<5� 684.3�� W6T TAP PER UTY�M1d»,�I Y- .._ T (as.11j.. n INcaea�slt c27w SEPE!2A,Ig1 �y �� aETwaff eeN ss i we- � (aG,i'IJ CDa.L6 8� a ss.24 e 0 wn N cb4,4a� *4 MsTft I"4 "p 11. .i. X (6s-21 C .2s� G*4.74 Z (8G.L7 CbG.b3> g3.LZ> CBS.Po) (�'70j 34.'IB' 35.o W.a' ISl78' 20.0' 2Z.76'\' `W law 60141 • � tQ 5 x B _ IS a8' 4 II-T--7& ... ?1.78 - 77 l8' �ez3a aGeo) a�,sa N C�.eo� C � cesos) a6.1 ) arso7) ' N 1.Fz*EN1� s NoTE�: 'E:� T 1�L/a N N —00— *AhIITAtz•( *FUIER I. ALL 1-AATBR✓+L* UJ4,2 N5HIP SHALL. LoNlsolzM To 111 20.O 11 o LL —6T— *Tomm 7BWER "uTT vF ALI1-15J9T ,1' STANra4sm SPtS�IrIGATIoNs. U W— WATER LODE Z bATUM: MEAN 5EA LEVEL.�UTY oPAUSUVW) LEGAL DESCRIPTION 6TA O4Ol9 N p WATeTz AMTr-W 5.ALL '05ZIYEWA'(5 t-bER 'o7y or AUt*U1ZN STAtlsxgD6 Lots 31 and 32 East Auburn Acres per plat recorded in Vol. 14 of •A EXIST-M-F � a FIWR HYt�WANT 4. wavP 46T Peg P've- *HALL p>m sANty-4"UHt;L-9 $ plats page 41 of records King County,Washington. i21M 45 ® a4TGN t7461U +"vvCR �n'�T.se � �•N,'sr we I.E- 71I'74 EXIT R 21 �— N4AfJHoLE 5. }'L'4{MIT6, RG1+7'b: 5AN1 AtrY 5EW6R'UnLITY U 2 st"10loN AGREEMtENT a I.E. 'IG.OI E x, P sTEaeM ICETENTIoN ,y OITB IN.G (xx.xx 61ft-d'A") WATRR 'rs.,sT se DATE vwcnoN rX SLOPe G. lG1y7RAGTt7IC *HALL MAINTAIN 4.2"MIN —woc L --- flSv1NG,R�LINE �� ALL 'WATL7R LWDS BY.�I-A DATE12 zz I' U DRAWN 9• OWNIER SHALT. ELIILO 1/2 gTt¢ECT, .1—Ab* �NOW CHECKED fKoPERTf CGKNEHz VW 4Nt7 INw STALL STREET I.IAH'15 AS DIRE-•-TED THIS DRAWING NA,4BEEN "" A p P R O V E D �p o STmvr REVISED TO CONFORM TO R GOMMITT CE AND A`• GET(/ZIiMQNEO p� DE�.OF PUBLIC1 R W ORKS JOB NO.8079 QAV I lire_ ■ �- CITY OF AUBl !4 m LIG ATZG.o F1p461 F elf CITY OF AIJ®11RN GNhINEE12/ BEST FIELD IWORMATIO' ENGINEERING DEPAFIME T �� SHEET NO. AVAILABLE 1ATE:,,jp _ y1 G I IJ 1TY 1�P _ - D- 194 w 4&Id 81 D-87G, S H-1 f "t to YK.aToleM {ZIM J34 5 z:� I, J��o S EL Piri.O r m\�.,T/I • �A�� �V��AAA ` 6 5UI 58 , TAT ftuG ••. o0 I?',P 1-vG A:SE L01,L' .4R[TYT-) a - 0 =X)VT 1/4 EXIST MH'r 32 RIMRIMI 8 =E."I.7.8 0— 3 s�pVl "L.e."I°h'75 xe'1°I•la f�1nnf�1 12"� ST S.E.-� LJ i a rl L� I 6 N Lai I.IoAL� Z Q CY .- M . bo.o' . 4 w a 'I b' -^ w �T�TB 17.-7r L -RICE' c �E' B717 -xG 56 Iy I � � IWi N • � N m ` 4 Ld o d J Z ps (86•gq) a�,o ei.o a�.o _ T Q ,.c '�t�.s4) C8G.4oJ ;C&S.44 S,S) N lCJS ,•j, I /• ❑ C85.S 6b®G61 e64.6 6J uI `��'c Isr A YR LIi+IITs Q i •� JI c' � es.a �o STOIZI•n--o %-1 ' goo N e...s l - -a•�!3.1117 ELPiS•o--.-.r -.- a+-- — Ss.9 C .G� TAP E3C1�1: 5T� ., n SEWEK MATGW aT eG 20) a /z �` �a�.�e) 2" ��:.�: a� caowus CsrA-o.l¢s2 W ... / c �45T -- A5 FWBQ'�Ea'(GITI' 80• xis 8 c!8G.�2� F41 % Cb4.&4 4.46 ° 684.35) C64.4b� W / az.s 0 ii rrm � • � INSTALL•'YI'a I-c G,D ,,- / '� .��.,� __. 0 S� l'I.24 As10 I�J`M 0 .0 I INsTAl TyrE IG GD - •(6Fi.8 � C185. Lij 25) "A ozlFl N C64•"14) ,CJ34��So) `.�-9)tl _ C�I ) \ E%G 6 RESTORE �v I iI 6+}.Ri -.4w-ir 12'MIN BEY ❑ Tb MATgi EICI'sr cR gq,o x.E. `,7 AS nmm= E➢f CITY rj C6c.83J �bd.23� [85.9G) > BG.oaL Qj 1 CSC Go) ®To , a_�� O � J o ° w a Ld O 17. a' afi SANITARY SEWER NOTES•• E E �H IV ALL VIATERALS WORKMANIP SHALL toN FORM To ;II c 20.01' d 5T STbwm 7EIUeQ "GIT{4r AIJDJRIN° STAN7,ARD SPKIPIGATIUNS. N -- -JJ WATER LINk- 2,VATUM: MEAN 5EA LEVEL (�GITY OF AU15]RN) - LEGAL DESCRIPTION 7z �}ZUU pp LJATe'R MnTEsz 3.ALL oR1VE;llA`(5,f-OW"CITY of ALla3LIRIJ Lots 31 and 32 East Auburn Acres per plat recorded in Vol. 14 of plats page 41 of records King County, Washington. EXIST M-I d FIRe WYbRA11T 4. B iNLT FcR RVG s-IA:L. of SANo-4"UNVE2z 4" Vtm W V54hIN 5. ?E¢MITS REG2'0: E-AN.TAiZY 5E'11ER �'y� ) v zM'sT he I.E. ?`1.�4 EXI•sT. 4. 151 MAWHOL MANHE RIM 84 � ZTDRM RH j E�JT1ol.l IV a I.E. -ICo.OI � ,•,� xx.xx FIN-G�» <x x.xX L[x GRADE) LLJ A'�ER TIN y 5:sE BITE. DATF • UTILITY Hx E q•9Pr-� L RCGToN Or s ..___ __ _ - ` n ov.v::N DATEI2j?2j$1; CHFCrr:, -$- A[OPERTY IL.NER CIS DRAWING HAS BEEN I FDAPPROVED .OF PUBLIC WORKSBVISED TO CONFORMT� vCITY01AUaURN O8N0 8079 ST FIELD INFORMATION ' c c,: ARrMCNr " AVAILABLE sNreT nr -- D 194 81 D-876 SH-2 M.N. N!w �r arr op �wr tCs:Cl NA, UP ciriat Z' ) IN r'Ia.RK.i 4&011w APWA t,6 �4Z ox O �3 i OwuyIMiNT 4iCnON _i 90.0 � M.N.its' - o 4tae •SECT 6r VIAof AI"aff+'77.. oryry GCLENTIZC a 89.0 +" M d 88.0 to RIM.W,cb w a 870 p ri oo a EXIC7T O APE FgNI51-teo 86.0 - - RIM�, 4wTlE*i IT VPO rU 85.0 Y - - -- ---- - ----�--- _ I n' /% ��cITY � �.ura. w J 84.0 � •_ z z � J 83.0 a 82.0 4dm P1 vr1 81.0 v aw , I N�RAa4C �w tO1Ncn' �NNiL N ;a �, 80.0 _ < Fn �" Z u M17N p Q 79.0 a *acal� d �z9 H 78.0 -6 .'�I'vc�e N s�oolo w.G 77.0 - �PQ�, _ m � 76.0 Se 7G.c,2 W 75.0 mW I-Iry e,o,-r lo•O"PAY WIPTH GENERAL NOTES AND SANITARY SEWER - Z EXIBf' ASPHALT 1. All construction and materials are to conform to the standards of the city of � Q 2'ABPHALT MIN Auburn Specifications for Municipal Public Works construction",Washington State Chapter,American Public Works Association 1977 as approved by the State --- --- ° of Washington. Department of Social and Health Services,March 1976 and by II--Sua9RADE Metro. I III 2. Sanitary sewer pipe to be jai+ *oW. 3�a P V C Gravity sewer pipe. Pipe joint gaskets are to be rubber and approved = by the City Engineer prior to use. iy --- - 47ribl` IIH i6 jjY_ nATp 12�2?.�BI, Gv g57e 3. Bedding of Clas{6 for concrete pipe. Bedding for P.V.C. pipe to be sAkp, A- W n,n c� Rt.NI< RLIN 2PN�I%CT6-7 uwviw:TG 4'ov pt Mft ilai" AWING HAS _JC>:r, q5 TC C(:NF(J14 TiJ) - - 4. Backfili in paved areas to be compacted by mechanical tampers to a minimum 'rdi r FIEIC: Ikl-iiRMATtIm' of to be comp of actedmatod90%dofsmaximum6density,Maximum density tmum lifts. o bether fill determined N A�,A_a,._.'_F _ P7Wi WIDTIH PVC -ZoR as A�-M in accordance with UBC Standard No. 70-1 and measured in accordance with �94. VITH RLIPOeK UBC Std. NO.70-2 or approved equivalent. Backfili 4' min. prior to testing Z 4ASKIE'T JOINTS lines. MIN •".' 5. Contractor shall obtain all necessary permits prior to construction. �y GLEAN ru4Nl� ai w I _ O7 6. Contractor to verify elevations and dimensions that will affect his work. Q Z 1 L _ � 4„ 7. The Contractor spali date mine size, location and elevation of existing r W utilities prior to construction to avoid damage or disturbance. L , � 2/2°MINtJt 6AL45T S. .All testing and connections to existing sewer shall be accomplished in the Z ~ N(ARE acz, BEOPIN61 REo'o 8Y GIN presence of a representative of the ci ty,of Auburn. _ Q 0 �,o %• IF\VAT@R TAR 1 - W - �NIG{1NTKISre17 9. Manholes not in p aved public right-of-way to have locking lids.. 19PE�i'IGH [C-TA,1-- Fz'� f'VG PIPE_ 10. Tops of manholEs within paved areas shall"not be adjusted to final grade la until just prior io paving. 7 `+ �7 "-���- - -- Mm MPS M H - -NO ��E --- 184r481. Manholes shall be AP toWA Tbeem1-48.with a 2x4 posts attached 9 0 H M.la TTFE s•46 All ewer arked p to the sewer stub �C >--.--- 7- _ _ o.o- o I with a No. 9 galvanized wire. Sewer stub depth to be marked on the 2x4 post W Is_ L- --_ - - - -- ------� _ ♦®- -0 - - -- - _ - iE 7 G2 with,an indelible marking. W- 13. Where water main crosses the sanitary sewer with less than 8.o.ft. of L + < p vertical d)areance between top of sewer and bottom of water main (wa main on ter f $ -_--- - - -- - - - -- - - - - - - -� � ---- - -- - ---- - ---F - i�-- - -- ---- ----- to , the sanitary sewer is to be constructed or reconstructed 1W� 4g bWCEw: F J with ductile iron pipe for a minimum horizontal distance of 30 ft. in both directions of the water Ruin. o W (j 14. Sewer to be tested in accordance with the City of Auburn Specifications i Q A V a and in the presence of a represenative of the city of Auburn. Contractor O X to provide all materials and equipment. 10 I'O yr 15. or side sews to be installed at a MAW. slope of 0.02 ft./ft,MIL!cI. P 4 N.E. W I 9 $ II a l..eG�Nt7 E R"srsw sTE -.-ld -- h4NITARY <.eWEe E - i DATE t - 4t _ ToRM hEVlER �I/lo/EiC'� • W �(ATEIC' LINE DRAWN AM pi APPROVED I' DEPT,OF PUBLIC WORKS © WATEK' METER CHECKED J��CITY OF AUBURN a F1RE nl�F2ANT ENGINE RING DEPARTMENT JOB NO. 8079 �4NITa.I?'f SE�lER cX?EN510N DATE: 17��-� 10 ® aaTCF+ aa�IN APPROVED/�SEA✓ MAtN 1'IJLE SHEET NO. scA�.t� HoRIZ I"� 20 �IGINIT�a-M���'-- �- �P�1ei•r m�¢N�le vmwr 81 D-876 5H-3