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HomeMy WebLinkAbout82D887 a JQ �e�i°a b+-41y � 9CI 00 ;GLEAN �ITG H• WITN 00 fya ell ,• �E,c ISTIN4 GLILYE:RT 8^ 8 8r` p17�ITY6 SlL}+E Tb `6• ST Z : 7 •} J� 4G,37 3 `� `yo,2d) r�c ,4G.yl m -- I/ 8 x,E.47•za - _ / SIP eAP d' do144yTIZ o.t ExiST 8"CNN, � �FlaJ L,F r�ITGH Gd ,001'7 F/k` L=T7 4 rsl: sa •', C LO) to s es si. 50.I8 •Is y� 1 i•� 'I � C'Jp � p � I f g2SPR1 Sn O,Gf�3 •� V ❑� _ - - - - - - - 7_"?v 10 O.a. 'N LIP, lei v�csaGN 4oa - r[53.13J S-a TY Pl3 LG 00 • �cIN�ocim > 12.0' 'cd T.E, _ 40,53 IJEW GATE�� 30" I I2 0\VATER MrrsR ' D �t2awL Fi F_K �2.74 I I u TE 6+' GR`( Or A116 I I I I r NEW dx12 I +crrAs�z 0 II QJ I I I NE�1! �t�61 sa41.7; p 49.7a b3 S= of FrIN. RI¢ 53.15 � TTj4Q..L^U"7 C > A O I I w p � .,w.7o vi/Ga Cb Ar 10 5 &z _ - - -IL _ _ I10 p p N �T p rtJ T1JKpM N bL r7� > 2� red I H FIN F'-R I L y ,U I-' �MENT To aITY , Q FI.G3 I a O I / M Z • I I w ., � �o, R9riD c3.Gv rio.gl Z � d I T�fdE 1G-Ga T, _ W,13 Oft H < z1a. III*CT01 - "-'oc :G c�B �— 4 � Q RI M �O � ''(nw RIM 4'1,6' EXI_Tlr-ir>i FGNGE r V :E 'T a7 H91V PRIM HIVIVANT OO Z Z +4 _PWET 4 eI.oGK \F. STP: W eIM s l .eb Z J Q - LL X.E. 49545 45.29 (10") r MItiI T c 2"ALPHA LT �-ONG 45.43 (6") �•�---�I� � - i STA 2+ I � ', �IT F-_� V RIM B.La/ sl•50 -� Z FLTLIRG ALL- c)2 s/B' M1NlJs L5H,=c� 20 L.F "sS� -- - - - - - TOP or FlONv ROCK M 1 N dl 11. _ C lit QJMI vAGTE c ROW e. 6 � �� �' MIN B/•.IJ rj i2 6 GENERAL NOTES BAOJIJSTMEr-tT ",.f� 2L`-, GRAi/EL IS•E 1�� RICK (MIND r - GL A•. INfr.'E55-E(RE6S -�.. I{ - - $"GAP £4IE17JLE 40 cPsr_MGN'r ,g-7 • I 1. ) ALL MATERIALS AND WORKMWNSHIP SHALL " n,�T-f E6NT. 1 • T 6 �' `..+'tir•II TARP `E\VER CONFORM TO "CITY OF AUBURN" STANDARD �" �oYER \Y/ 21 K 27" '•+A-E CCi TH I-K) - 50' SPECIFICATIONS. ,r--.51ic)Rr NIPPLE Lu61CICATc W"py -\V - - '0✓A T ER MAI IN 2. ) DATUM: CITY OF AUBURN+Er.t 23.1. EISV. 5142 •Yfl7 a4 X4G N >010TH EHPS Z T-n' IG Q STA 2+2$ - GAS'- MA a GL ISo AG CoUPLIHIbI�) 3.) ALL DRIVEWAYS PER CITY OF AUBURN W/ ExT EN510N5 � \V/ RIN4 TITS X. UPS J ?O L.,F G" SS STANDARDS, AS 01 M'� TR4r1£ITION GASKET V) 0 17r O MhniHOL a ( . IQ 4. ) CONTRACTOR SHALL MAINTAIN 42" MIN. BA�I J COVER OVER ALL WATER LINES. e• _ _ =•E �F8.40 I, GON�.TRLGTION OF sTORA4E wi-GNt, 8 �1; U) R �IRC HYORAN' �. "P� 2 5D/G GL00 G 21 W 5. ) EASEMENTS SHALL BE SUBMITTED TO LCGATDE IH e+10RT 51nF- L ? G-IRAVEL E:1'Or:A�E YARD p ® RGT=NTiOW R7wG - r " 0 CITY OF AUBURN PRIOR TO ISSUANCE - OF G.ims N Fb`NER �,.C- 3 STORM GRAlNF.6RE- £K'6TE1-1 V 0 Y�] -Ativ�GA�I OF THE PUBLIC WORKS PERMITS. •e 8Y.8X8 PRIG SGHEDLLLE 4i- L_-J W ,�_Io 4, WATER LINE EXTENSION > T2•E E•0.O/ENT WELD w/ BNI 2Z•L - R PERMITS REQUIRED PHASE I: - - �i TO PIPE -PEEN 61.42 FIRE HYDRANT IH6TALLATIOFI 6 II �-- - M�/ING £LOPE= a STORM, BUILDING, UTILITY EXT.(WATER) ` � XX.XX EX19': PHASE II : T r j•IOR+ NIPP-E •50F+` _ $ 4 pl.{a II - CXX.XX FIN. ol'i 1 UTILITY EXT. (SAN. SEWER) , *i po� a- I. IHSTALLAT101N Or 10" AYG £hIJ SEWER f y - --�+1- - CJiAIN L,NK FENGE WATER METER, PAVING �'t w + 2. IN6ThLLATICN OF II/2 " \VATER r-1a raR ETA +41 Z v 4RA�L't /\RPM PHASE=� e G/.P \V/ 2 /4P oRIF'GI _ 3. /INB� of �ARKI ka L.oT10 0 4, Pb✓IH4 OF IN6 REE5/�I1?E6E EASEM Fi1NT ?G L•F 6n •b6 1 40u 7 ,A l fJ n I GOLD NUrEs_ o r _ r T•fpE OF GoNST -•r-roG �� 1 rloLl¢ .� M N — - - - - _ NO xJiJ-� - - - - � -- LI ((yy p[ I OGG IJ PANGY - --- 8-4 �G•o• �lM s0.Ot � " p( �j I ZONING - M-1 � r ••'•'a w t fir � -R7TAL LOT AREA - 21g4� .adz F'r 1 oFF=:ET M.H. `� , � VI F- a 22 3 50 s,F -S SB.44 3L{•Qr I NE`a✓ - 12cbo b.F 41 07 .. TOTA'.L. 5 S450 �• P 3 _ 4 EXI_1 2"¢ I�4 PIRG©-;T of SITr- ro.rERp,Ae— Irr _ 42o J e N a �� NEW PA4niHG PRovI�En 25 vPAGES ___- � ICI.\\I, - �YBRTIG.P.I}—LNEP O V E D S e07" hs DRAWN • O �Xlc'n Hly I$"G IUBLIC WORKS M,H 'A- AUBURN Y EXIST N61 I'L"O\ 2" STEED P1RE Ji Ip� RIM rsRQ sac, +� DEPARTMENT . CHECKSd41.97 (8") LEGAL DESCRIPTIONiJOR NOAP SE\VEv12 Lot 4, Block 4 Christopher Garden Tracts, - o , according to Volume 23 of Plats, page 6, ` - - .- E1tI6T 72 d \ ^ /I I«� ,( SHEET NO. �IEI?rir-* . b"-STu� records of King County. Sec 1, T 21 N. R4E1�-yI-.(,� I `vf I l y f R .LY.E> t az.co I� I/'�I1-TvI-,L T� � V Ct� / I�4 (h'H+�SE �C �- 261 of 92YVT7 r. , , . PIPE- GY7 PI Tp=v" Max y * PE Gtrl7 -rlo-d FA" \VICTH � 'I R f \vl t7 . H j �t ✓ S Z AS�HA MIH f 0.25 O f 1 dl �. �� � ��" c� T• �1� suelrleAv� �� III, ( / lI I o 94 1 a 5 .� 0 � II GcMPPGTED 3N � 8 RZLr; /. . �GKFILL •ry as o d N ; rinE �I�+ Z4' t L\s Ir.'C5? vioE O, 24 i z 51 CIS Max Px vvivn l rA'T W'�'TH Do in --���� L i GLE,4F-I •.r1J �{ 49 � oet+t ltae� � i �0 f �i 4MiN - I 4"MIN _.. d � It wATeR • 2 0 , ' � eo/ 2'/2' MINu� 6 , �'f MA ETN aA�.As O z N —`Y Ta c' B,�LLdST MATE'kihL i2 ? AU" o m "51 I MATGH Si.GPE � 4 ' d esE�vIN4 To24'_ eEv� Hsi sEv/�12 THR'� MANHO-E Q '•' �.-IE. oH �v I 4v If -f1� ;GH ��T IL_ �1�-1P 7I� �I ' Tim-4CI-I BAIL �-Id. 1I� I No sc4 o� �� oR 35 mo . y�a9 �,�/EtZIFY IN REW to rE 4S,46 U --- _J �- / JRI� tH- \ 0 F � � ' v Y1iv �H 9 Q Mum am46 i1 �F4 -1 ` �w7TH N.\V O • �,��o �, � MIN V) 0 ArM H vZ H_ rrsrz c rr oP ; Cl ao sct.L.E auhi 5res, _ 0 GENERAL NOTES AND SANITARY SEWER 1 . All construction and materials are to conform to standards of the city of Auburn Specifications forMunicipal Public Works construction , "Washington State Chapter, American Public Works Assocation 1977 as 42•0 approved by the State of Washington , Department of Social andHealth Services , March 1976 and by Metro. 2 . Sanitary sewer pipe to be 3034 SDR 35 . P . C. V . Gravity sewer pipe . 5 >=�TIGAi— Pipe joint gaskets are to be rubber and approved by theecity C engineer prior to use . Phase II -72" ilr 3. Beddg forP .V .C . tp beTI 5L \ E Yisand 4" under to 4" over pipe . 4. Backfill in paved areas to becompacted by mechanical tampers to W , _ a minimum of 95% of maximum dry density in 6" ( loose) maximum lifts.All other fill to be compacted to 90% of maximum dry density. Maximum dyy density to be determined in accordance with UBC MAV-Er1C./'H iL� S �V�R I�ONN Standard No . 70-1 and measured in accordance with .UBC Std No .70-2 Z - or approved equivalent . Backfill 4 ' min. prior to testing lines . NG 5G,4LE 0 5 . Contractor shall obtain all necessary permits prior to construction . l � N 6 . Contractor to verify elevations and dimensions that will affect Q Z his work . M.H. RIHw ♦ covaR a.PWA � W 7. The contractor shall determine size , location and elevation of 6TANDARD PLAN 42 G L existing utilities prior to construction to avoid damage or disturbance 6'T4 J Z fir/ - 8. All testing and connections to existing sewer shall be accomplished / in the presence of a represenative of the City of Auburn . GA..m N4 AP\VA 5Tr, iu IU) W PLAN P6R clrf of w Wig9 . Manholes not in paved public right-of-ways to have Locking lids. Phase II — AIJ6 6TDS. y C. - A17ILL�rMENT sEGTGx I � 10. Tops of manholes within paved areas shall not be adjusted tot fi nal nl — PRecAST tor: a 2 A + - N grades until just prior to paving. � OFFSET ECG EF-ITRIG VS �Mo yam 11 . Manholes shall be APWA Type I-48. Phase II 12 c-r1L1T'L QO_ ='� + �j 12 . All side sewers stubs to be marked with a 2x4 post attached to the - "T Efi.EM ENT � N� y- F lU sewer stub with a No. 9 galvanized wire. Sewer stub depth to be marked jpRECL6T 6teG'no�4 d on the 2x4 ps#.t, with an indelible marking. Q 1 �(� @ F.TEPS LAcvER �" - - - - - - I!• - - - - - - - - - - - - - - - - - - - - 1. \ 711� 13. Where water main crosses the sanitary sewer with less than 1 . 5 ft. P6R GyT%{ of ALLIb ", Ql - - -- - - - -- - — �r - -- - - -- - - - - , - - --- - - - -- -- - -- - -- - -- - of vertical clearance between top of sewer and bottom of water, main SR 178, o o V 410 - to'm ovc Solt �S 1 _• (water main on to the sanitary sewer is to be constructed or P) , e a h reconstructed with ductile iron pipe fo a minimum horizontal v - 161V- 190s iIHQ- ---- - � -- - - - - - -- - -- - - - distance of 10 ft . in both directions of the water main . Sanitary sewer Phase II a a e47,46T GHhN N GL :5.0 IHGRE�.'�Q GORES% / g 14. Sewer to be tested in accordance with the City of Auburn Specifications _ 6 N -*At-1 SI '� $P.SEML NT,•rn BE a and in the presence of a represenative of the City of Aub Un . 4 Szl S.E. 45,45 _ d aw,ieo FHASEII ) I L N Contractor to provide. all materials and equipment . Phase II - PRF�'AST 6/r6E N LO a F F t s�cncr . N _ Ohl `(�� 15_ All side sewers to be installed at a •slope of 0.01 ft./ft. Phase II . G' MIN m oc (L� v Iv 0. V' 7 4 + IL 9 Wr F11fEs `M 6EE: E ,fin\ a � L 1 51-48 A cy�G3 oP V) „ — � A ki� \\` I ��_ I� I�r1 r•'f�L� DATE ?J_ ,e8 P 1iC+�l-E DFAWN �r �ToRMt st weK APPROVED • � DEPT. OF PUBLIC WORKS - � CHECKED w warTasz MAIN CITY OF AUBURN - MANNOL� ENGINEERING DEPARTMENT / / iJ// JOB NO. gll�0 Q f IRB Fi•fDRhNT DATE,*---.-`+ 2 82 ! /aw CJ�6 4�ia e6 - SHEET NO. ® GATGH Br�� N A9PPOVED BY1...__. . ... _ . L� 63Co 1J- �-7 HEST 1 oR 1 . r r (C-'ic hS?INE, GU4VERT 6�^11 �1 gp ;GLEAN DITGH WIrH O_O " _ ¢¢r,f}3�otoA /•�WS 3 4G,61 m� 8V *Itpoo6IT vE sLCs'E 7 T2 "e3 s� PROF �O P•7 O AIJNEL* O ja i QS 4G,37 `o �i.E.47.28 ?eziP Ie#,F, o"ram, a140' F- - E -- f---- t i EXIST 8"G.Y, EXIT. B" m o.s F--� _ +,r z �iltiD L.F. bTQ-I Ca .001� G/p , > -� 40- BOO PVG 5_O.cv3 ''_ '- — — — — — — — — I 4 SE 4"LSG a1A 'r3Ja) 4IM1 sic,51 °U V C — — — �,cr. .T ��� i — — — — — — er aver of o.�bR LD oMIN \ RavvGL S70 E 4�6 0 49'13 qq. 3 0 �SC1"r I 13; 0 d� Id mLvut 0 z �, H FIN F:KIL E.1.63 X `� (�i.13� lSrLi'J1 .1 O YcAR ST'02AEE in z I I K.v' UI 73 Z cD 2z u T{vE 1GGGf _ ��VK2 �.IE _ O (n RJM �O 1 T. - - T•fvE :C G.B T.,E.4-7.93 p c 0 I <i a' = 'SO. 51 c51. ;'IE ?Z G7 of (/Oe - W Z F /'m -r,-� 2•ab m - 7 _TA. 4r10 _ ?4'•0 " y 6" sy eIM sI cn Z J Q M`ti' • c S.E. -45t4s 45. 29 (IC") "a PHALT GONG, _ 45.43 (6") v z s/8" MIHl1S cRIJ51-IEo + @I', Clov acaH - A ? IS - - ROCK MIN '�O LF !o"6S/ _ - v RIM �'\/ al. rM�i III2' GLAZE "g, Gt�M PAGTe c � � 1 - �� sJ1RAGH fie" MIN BANIS -- RoW c. 9 RL'N G2°.A/EL 12.61--, t'12,5 GENERAL NOTES D!elcK (MINT GL A IN64E%-66RIF&- - � Fse,S�MG-NT �, 8"CAP E41EL7J..E 40 T• i-1.IS t,. 1. ) ALL MATERIALS AND WORKMANSHIP SHALL •• .S�• T QN �\'� LrI LITY EASeMEN� �' �'a`NI T'�RY �E\�ER CONFORM TO "CITY OF AUBURN" STANDARD v" GCE ` \w ?I`�% T .°/ SPECIFICATIONS. 27" `a'q-ECG"TH IGK) _�SIi02T NIPP_E LLZR�?,TE AHD N 2. ) DATUM: CITY OF AUBURNteM 1-8-L. ELEV, ra'42" yTp s4x40 -- - Ili �q ga28 GA£- MAI J 3. ) ALL DRIVEWAYS PER CITY OF AUBURN w�TEµ<IaN, GL Icio AG 4�F='.IN& Q lw G STANDARDS, / M,u ,- --\V/ 121HEt TITS k Iip� J N 2O L.F " 'SS O MANHOLE AS (" _ TFAN5ITIDN CmASKL: Q ® 17. 4. ) CONTRACTOR SHALL MAINTAIN 42" MIN. Q. ® GATGH CAI! 4 COVER OVER ALL WATER LINES. I. GON=,-rRIJGTIOh OF 6TORp.urjE BL.Giff, 'I' IfII Q � !�'G HYp�/Y'JT e 5. ) EASEMENTS SHALL RE SUBMITTED TO `- 8"mac cL2oo 5�¢ ::IO W (.1RAVE'. iG7RA6fE YARG p RG'r=N`ION R7!-�p _ EGG G-fB IH GHO2T5iVF- L y I"btJEK R�-E 3 STORM C-F,f.INA4C- £'Y'oTEh'1 �' p CITY OF AUBURN PRIOR TO ISSUANCE OF THE PUBLIC WORKS PERMITS. ;A WATER LIHIN. EKTENSION j O `A^�C. `Crl�gr L-sr Z'' \ e BX8x8 I��lG Y.HEDLLI� 4c VI p. PERMITS REQUIRED PHASE I: TEE SGLa- wELb F� FIRE IH•'GRAHT IN6TALL,4TIOhI F1*,vING '6LOP1- ' e '\ TO PIPE g ELEv 5L42 II STORM, BUILDING, UTILITY EXT. (WATER) XX.XX EXIST `� PHA- s� II \ CXX %X) FIN, URA DES PHASE II: o TI SHORT NIPP E So N` v f _r UTILITY EXT. (SAN. SEWER) , WELD I2O'fi-I ENDS _ E V I, IHSTAL.LA71`101H OF 10" PVG SAi-4 SE\va5Z WATER METER, PAVING ?. INSTALLATIOHI OF II/2 " WATER METER o d GAP \V/ 21/ao oRIFIGI. _� 3, P4�/INEy OF �ARKINw LoT ETA +41 _ � Gr2AVL�_ ARF✓1CPNASE2) . 40" 0 LF, F i-409ME I5 G-- EASeMFjNr -- �.K r, F-AWHA O es j � I GOB NOTES I I a � } � m m - T I Cv 7 cccL PAHGY e k - - - -- - � �) - 4 a,o. RtM sa,os = ALI w\ SA Q � ✓C� '�l�-F�/ EXi:� I ?"¢ .�—_-4 TNCOELWTCfI I',I PLA PTNE2.7RXCI¢TSYSIVcOArI.r/TlT a fL.-n fPtRRo EvAlo Ee - - . - --- 22'2'.122.14cGi9 331 04S5=0O�0P P Gs56...GEcF•s SR pr {M O.HF BLI RN 6-r PG. G. r0_ � I 2V -Z11N3M - F9RGG - T OF SITG GC /�ea� E — 16% DATE 1= f v APPROVED oanwNIE 0 11LI -(1FIy�KVv- b� I /Te XIeTI FIA 16°� " I DEpT. OF PUBLIC WORKS O 6T • M,H Aa �. IL TY OF AUBURN 2 E%I:TNG IZ "m __ ._. ��YIP��—�Ii� RlM ssiGio So.oS R... ERING DEPARTMENT � CHECKED a r' , t LEGAL DESCRIPTION II�EXIST MET120 s 37 -c' ; \ sE\vER Z- .. _ JOB NO 81 >O Lot 4, Block 4 Christopher Garden Tracts, EXIST T2°m 46- recordsnoftKi King County.ofSec,ls Tp21eN6 R4E r \ /)�II- II—r'`/ SHEET rvc, �IE2fIGAL B"STUB - -V �! GF MHTRG M HOLD TO ��\VE12 Col- 4 CrHpsE II) D- 261 of 4Y.o' i7z -� - _ - _. No Cc&, PF ort 0 ,9 82 D 887 SH I