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HomeMy WebLinkAbout77W151614 u L CITY OF AUBURN,, M if STREET 8 WAMRLINE THIS CONMCT 12" WATERLINE THIS CONTRACT VICINITY MAP �1 5C�C ICI(X 40w 6L00 �C "LE IN DEFT WASHINGTON SHEET NO. I. of 3 2. of 3 3. of 3 2 of 4 3 a EXISTING — - —4 G ---- -- -- ro P ---T-� , G NOTE SURVEY DATUM BASED ON CITY OF AUBURN DATUM (USC$GS MEAN SEA LEVEL 000) r,I.ri`!-I+Ir,�It'I+IIItI+1,I+�1++,�I0'llt;lltltlrltlti!!+{+E INDEX TO DRAINING TITLE WA7'ERUNE PLAN AND PROFILE "M„ ST ) WATERLINE PLAN AND PROFILE iYM" ST.) WATER DETAILS WC -TER IMPROVEMENT NG 1!3 (316TH STi WATER IMPROVEMENT NO 13 ( 316 TH =T! LEGEe�D oVAT._RLINE W,NIZE S LINE W'SIZE VALVES HYDRANTS WATER METER FENCES DITCHES HEDGES TREES SHRUBS ROCKERY RETAINING WALL HOUSE OR BUILDING TELEPHONE OR SIGNAL BOX TELEPHONE OR POWER PULE W'LIGHT ROAD OR DRIVEWAY SIDEWALK WfSTA1RS CATCH BASIN STORM SEWER SANITARY SEWER U/G TEL U/G ELEr. S VE Y Lr1Yt STREET CENTER, LINE STREET RIGHT-0f-WAY RAILROAD TRACK SLOPE ti titi�����'�.'t'hc►�Vtt>,�c>t�� 11; ttun�:�n. 1���. Engineers Piar.n,er- D 7CAT �1!'!I!1l1�'llllfifsllrll11t+I►IlI+I�Itltltl+Il�cl+lll+Il1!`!l�Irl:t,. 1 *a. r FlLE N0. 7 2 - S - -; 59,132 - S - 459.:32 72- S- 459.132 THIS CONTRACT ��. 1 2 Y ■ i ----7 1-I 1 f 30 BM ELEV. IN'DTaU`. C>FFSE'T Ui , C 5EE CJNOtJ 'DSEEEVILONNE2 CT►oN eL bPILE 1% POWER- -`(t�NT - 0 �cEMOVE EXIST tETatL�bE `roeaNT ! I 3\ I - - - - --'1�--� W 1, ee '�PIILE IN P-P__ f i r , 4 SEE tAN1i4EGToN f I; --5vi2Ve-I CONTROL _ - -- _ = _ - -- -�Z" r-'--x-�a_ -- -- -- -- ------ __- � «- - -��----------_� r------- A DET I/ s - I I �- � PT- 319+S9.12 Y I I (_ , - q i�f( I j �uRvEY GONTQtJL. � m APT 7. 4115, a2 i , _ `S C�NG . r1EpCV��I ' illl 13 — OI �►�+3+9.24 "M' STREET N.E. �' I W �' NOTE. I. W&TE -LIKE '�EeVIGE iI W N IL I ti 1 O 4. PT 2l+ 5.92 / CONNECTIONS &:,," ►LL gE � �' I! i I Z I O PLAN � � Z 1 IN aC.L4QDbNC.E WIT" 0 _ Z 100 -DIE-Toll:-- 4 LL F- SCALE 1"=50' GONCQE:TF ':)i 1L5 1 I ! Z. 1hbTEe�IKE BENQS 'TALL BE i ` + BL OCILFD , o 11 f r f 90 �vITH ,� - _ _ _ _ i _ : t t I 13 3 r tt I � t 3. ALL T12EN 1VII BEDDING i w! + t17- � N 3'/�LMIN I i MOW_ SUePdLE { } F BdC1LFLIr SUe dCE , { Mi N i a I- N� k cnvEe - CZ;' I t i- - -- — — I 3 • T 70 t - - - -- - - --- - t - - 1 --- --- - - _ - - 1 t 60 jL , -- 0 00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+011) 11 *00 12+00 13+00 PROFILE SCALES -I 1••=50' VERT C-- 10' I 3 r . 1 i r i 14+00 100 t ! 90 tc7tt'�S E� I 80 70 r 60 15+00 I 1 t` Qe `�t'I!tE :N PP 0 Q� 5P11LE iN PP III I W F-o I w 15T" I' ZS So ' W O - I I N ,-5T&1,L.. NEVI 0 In i•�YC A�'55 s O O ,n -- — -- --- - - - - - - - -' �— • `- T o t l3 `_ � 3�E W A C. PAV I N Cui --- 2 -- - -- -- - ----- -- z--- -- -- ----- — — - --- - - — — - --_ _ - - — — - _ _ - - - - - - - - --_--� -_ -- - - - - - - - -- - ---- - -- - - - - Z _: _ Q Z 1 J------ --- --- --- __ -- -- - - - - -- - - - --- - -- - -- — 7 1°l —�- u 1 ti SUizvEY Goni�'Sz:OL.� M" STREET SE. NOTE' l-�NE EXIST WpTE2 METEQ'=, TO t3E IZELJOCIII 4&5 e!�ute�c PLAN I Z� ! 00 SCALE i"' S0 -- - -- - - --. ----- -- - ----- -- — -- m 100 �LTE�NGTE iB1� - TENtPt�QdQY �5P!•t6LT1G ` r C ONC Z EW l Y - r aPPQOX1MaTELY 3SrJ' ! w ! EYib"t¢�cEf' �- r , 190 i I tbT Cz . ► Z Y,/ f { — — _ - — �_ I VI l p ----------------- ------ _ _ _ - 80 80 70 - 60 --- -- 15+00 16+00 { 1 17+00 18+00 19400 20+00 21 +00 22+00 23+00 PROFILE SCALES NORZ 1•'=50' VERT I"= 10' 1 24+00 25+00 m ►OOL t4"^ 27+00 28+ds 29400 r CE5�,,,F, M ,_ „"�„E� ,I,,. - - CITY OF AUBURN, WASHINGTON St CAR evena.Thompson & Runyan. Inc. SCALE AS SrGWN Lei OCT 1977 Enymosrs / Planners PORTLAND SEATTLE Boise ANCII iRACW if Mu STREET S,E./KE. WATERLINE IMPROVEMENTS NO. 89 PLAN AND PROFILE 3 �A'� NO I a E v ! S � C H � Br CHEC[E�'� �^ G!lk 72 - S - 4 59 132 !il l�l(I�r�1, r11 kr�l�i!I�Ilf�l �•i lei Ilr!!i'I!1'litklt�l r ' • .t 9 11 yl� Illll�llli'�II111!11'�I!!�I�i,l�tllItI ill;!Irlrl�lr��l�lt��!r�,!+frlli t4 III F- i & is IV i VI Y ♦Mw�IMa11111NN�MtltkNli�•••�•,..11u11•alitil.IllIIMMIA�R111l�IllflllMl4ww�w� IN�T�L F-ME NY 2QIVT L1SSY. I 3G WADI -A +Zl o 11HD STO 30 + g0 ! 3 -�-- 7 f lZ"- 4So EL . ! ' _ IZ'1- Zz %`zE EL. I I x BM E_t_.E.V . C" CD-1 OO j I 5T� 33 + co5 i iZ2. 'aP11t.E !N P P ` e /gM �LEV..p3 x .♦, 1 i % / Q.R. 1N P P - —t- - -- -- - -- - - - -- ----- - ---- - -- -- - - - - -- - -+� - - -- - - - - - -- - -- -- - —TOL- -- - - - - — - - - W ; Iz°w - = - — - - — — — — --- - - — - --- - 2 - - - �- ---+-- — — - —� - --- - - - -- -- - - -- - - --- - -- - -- -- -- -- - - — - -- - - - - - - - - �- -+ — - - - - - - - - - - - -- - - - t _� a--- ---IW- — �.�----------------- - ---- -----4 ---- - - - -- - -----� � a� 47 Fto 8� �>, �� �- AAA. 31 +zz AND - '� STn 33+zO: M STREETS E. -LC 30+08 \ l'SRIII fjEA� -T 1Z 4`So EL.. W ^.E l 3 = ( ll1 x -- PLAN 0 0 rn ' p_.. _ (� Z 3 Y �� `r ~ SCALE I 50' W 100 Z--- w I t F•-SIK ktff,90 O&DIL_— __ r • r f ♦ r 1, N N - _ -_- -- -- --- -- ---- --- -- - - - -- -------- ----- - -- - - - - 8090 -� - - - -- - -- =--- ---- - - - t - - - - - - - -1 ----- -- -- - - +- -1 -+ \ CEKT�.Q PIPE_ I�S4EC.T1Qt�► UNMI? EXISC �To2M W' I I AnFEV- �T t TYPi�L 3 PL�1Cl'S 70 1 1 --- — - -- -------- — — — ry — i 6o t 1 1 i I - - -- -__-- --- - - -- ---- - -- --- ------ ----- -- - - -- --- -- I 30+00 3 +00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41 + 00) MOFILE SCALES ► MZ- I z 50' VERT I"= 10' WNE�E 'Dw-"eway EXz EEu':) i(.o FT. iN 'Wt T" , A Ne)" EXPnA'5AON J0IN•C 'bA& .L BE PLLA(—Ep Lc>w %TUq'>IP1GLL. y L�1.ONC� (�_ C)z `�YMMETQIC�1�1_Y L1T i(oFT. MZ�.X. iNTEQVL�S- 'IFULL OEP"Ti-•l" a 2 - 3/8" EAF :y8" ExP. -jT .�.� �' �CGNL . wa-v- TO WE; EXP �Q 1 "RILL C>EPTl-!,� 3E DEP�ZEYiE� T� C'. > t�,1�TU-1 °�LJJPE OF A ti ,$,, - 3/8• ExP , IVD EX?. T. MC;MO - S IT IF PAVED iNTEw..[,i "" ExP JT . It FULL DF—FI-H i 4,r iZe�:tn � i TYPE A cum t GUTTEV ('2EE PLAN NO. I AF"w&) / % , �, ExP -17 A ° � �P�vEMEnIT ' _ T _ �,, cvl� T-- — — ----- OIZ M�TC H EXIS'CiNC� . 3/a'A ExP ,T• ., — -= - — "FLJLL t>EZ'� iP :.• a- L 2a. {PMPL C-TES 7-UN 6?aVEL_ .w,. SECTION A -A r I DRIVEWAY REPLACEMENT DETAIL I A= DA - j (,TYPICAL) "Ts 2 2 ':.__ - i - ) OF AUBURN, WASH I NGTONML C ♦eea..Er Rlin ail Isle. Stevens, son a: 2 1 �a�yN L M a "_,►LF AS SHOWN �Aq 0& 19�7 _ - T Engineers / Planners „ PLAN AND PROFILE 3 voRTUND SEATTLE BoISE ANCHORAGE M STREET S.E./ N.E. WATERLINE IMPROVEMENTS NO. I L ►✓� I Y E v $ p N yr CµECtc [:l.E 72 — $ — 459 132 1 l�fe�ll�}e�clet��e}���+►y•1e��ee��''�►4t;e�'Ir�t1��.le����} 3 lelelel�lll��eyel�I�i��tle�e'��:f'e�rle;el�iele}deli}���}ele�elc}�s•� , I '.o E ' :�,. _Ev;�`r"1-•i u4 �E�'D- 'O C.Jtiv� �..:.'�Z',.� 17 ii�117 7 T N •� I _. f .L < \r I 1 1 www--«r.�.>... a�rr.ry iw�lr•r�-+.....�.r.rurra+.s�.� a..w.r.w.....a.u..r.w w...�•_.a. e.ar..^r,... � • -7+4 ]k k Tlk +-+ 1— �IN � „ CIE ��' � / 3 " (La.. � _ �" � �_ �� `- _ ' C � \` 7 =`•max � =? � � r �._a'-{Qj —. `J � r _ r _��—/. �' `L. T'l h F t 7C ^ I{ a` --11111111110 =�K,....T AK.•^ cYl I I L AT FOURTH ST. N.E. 1 CONNECTION AT MAIN ST- i 2 � CONNECTION AT SIXTH ST. S..E. / 3 NO SCALE I 3 %C SC: LE I 3 NO SCALE -0 V -V • a J PLAN — OFFSET HYDRANT STA 7+30AC I. — 2 I / 2;' KST —41/2 NST < �. ,iJIN' r a CONNECTiO% a r I I I I LO.n� } eo`ol {[} 4 , ' cO•�'G „`o a oa of 1 0; a • 6 PIPF rSp` c �o :j V ` LENGTH ARIES � 0 34' SHACKLE RODS 1 9 CIj YU 1 ?� �fl 16. 4 PORTLANE 3 StI7. PA: E L CEMENT CONCRETE 1 StJ:?ORT 8LCx'K i FIRE HYDRANT DETAIL NO SCALE_.._.__..—.__._. 6 (:ATE `JAI.vE . FLANGEDx MECHANICAL .uINT Tar / TEF WITH 6' F'_ANjED' OUTLET IN WATERLINE 5 MILD FLH 'LACE CONC AGAINST UNDISTURBED SOIL - FOR BEARING AREAS, SEE LKART BELOW I` 1 NOTE FOR VERTICAL T4RUST PLO( K,SEE AoWA STD SFECIF;CATIONS FITTING ,R ':CRUST 8L^CK BEARING 'N SQUARE FEET ~ BRANCH SIZE 91 0 4�0 2L i2` 11 I/4° TEE 6' 40 20 10 10 40 8' 65 4A 20 1.0 65 12" 14.0 8.0 4.0 2.0 14.0 ` i l #BASEC UPON IOGps, TEST PRESSURE 9 1000pat SOIL BEARING PRESSURE THRUST BLOCK DETAIL ,jr� �6 t f 3 PAY WIDTH PIPE O D • 4 SEE 4' CONC, SPECS SIDEWALK - SEE S:'rELS. —� 3 A C PAVING , L- I � ..._... i ... 2 * 5V9 ulrlu5 CR,:S,.,ED R::CK 6' BASE COURSE d � SUBSEGUFNT BACKFILL W _ L PAY Yli0TH I IUA% O D IKAVX TRFNCH WALL I I w--�---INITIAL BACKFILL CLASS C. BORROWa • • BEDDING WHERE REO'D • opoI \EXIST GROUND SHAPED TO FIT CLASS ••D" BEDDING TRENCH AND RESURFACING DETAIL 7 NO SCALE ..„w_. .....r.<....•r....,•►.._..-r..+w-...._....-..... �..,_... �....r,_..r„«•. w..rsr�aln.._ •w.w„«...rrv. s"—+ir.wr�sw.a�-tir+�.r Y 'i ."v .JG � �' tom•` 1 1 i �E 001 _ vWvE Iron 1 � �tEw IV W,17,E7-'_►NE SOUTH OF MAIN ST .••7 ✓ �_► .r � � 4_ _tea =� _ r _ — — _ r'to If LL 77 NORTH OF MAIN ST TYPICAL WATERLINE SERVICE 4 V: SCALE ! ! 3 d P. tit ;. -3" :1 b ='�r-X LPG E I •� ��.Eit ��. L CONNECTION AT THIRD ST. N.E. 8k FIRST ST N.E. S W SCALE 1 13 r �. ,i .. _ � I V —4 •� 1 1 CONNECTION AT 1 I jr CITY OF AUBURN, WASHINGTON.___. I1 tItt, F111. (II, 3 AS SHOW1`4 OCT 1977 ` f�' { Wo STREET SEAL WATERLINE IMPROVEMENTS NO. WATER DETAILS 3 ��11gr1111�;11t11111`1IIIIItlttt;41$`II1111eI1;1`t11I111I1 3 list III itIIitIti111I►11111IIIIIIs11.101*1111lilt II}{'IIIIII i CITY OF AUBURN, STREET SE/NE , VICINITY MAP WASHINGTON WATER.. LINE SHEET NO. 1. of 3 2. of 3 3. of 3 2. of 4 3 of 4 EXISTI NG 6''w 4% TOE TO P NOTE: SURVEY DATUM BASED ON CITY OF AUBURN DATUM (USC&GS - MEAN SEA LEVEL = 0.00) IMPROVEMENTS INDEX TO DRAWING TITLE WATERLINE PLAN AND PROFILE ("M'1 ST.) WATERLINE PLAN AND PROFILE (u M" ST.) WATER DETAILS WATER IMPROVEMENT NO. 113 (316TH ST) WATER IMPROVEMENT NO. 113 (316TH ST) LEGEND WATERLINE, WJSIZE GAS LINE,,- W/SIZE I VALVES . HYDRANTS WATER METER f • FENCES DITCHES HEDGES : TREES 4 SHRUBS ROCKERY RETAINING WALL HOUSE OR BUILDING TELEPHONE OR SIGNAL BOX TELEPHONE OR POWER POLE W/LIGHT ROAD OR DRIVEWAY SIDEWALK W/STAIRS CATCH BASIN STORM SEWER SANITARY SEWER `. U/G TEL U/G ELEC. i SURVEY LINE W/ZPT. r STREET CENTER LINE STREET RIGHT-OF-WAY RAILROAD TRACK SLOPE S Stevens, Thompson & Runyan, Iric. YEngineers / Planners PORTLAND SEATTLE BOISE SPOKANE ANCHORAGE FILE NO 72-S- 459,132 72-S- 459.132 72- S - 459.132 THIS CON] ACT 12"w ■ AS BUILT ou*e 1.S l 6 -) 0 BM ELEV. 1(o. Goa U) VIZ SPIILE 1% POWEQ H t>¢ 17 ��Y. - QENI4NE ExIST SEE UJNN TIC�1�I SEE GOI`1t�IECTION DETL�iL 2 ' POLE `SEE DETAII. 5 ; I K`�'iZdNT &%,f bET&L 8 I BM ELEV_ �O.(o 1 3 12tB(JTTEg FL�� 13 _.. -. j 1 3 I 1 1 tlll II ! Ir 1 Irl - I 1 W I ee SPIILE IN PP_ B`�4TEC2)1978_ j(ENNEDY t ' --- ►1 1 1 1 I I I I I I t I j li L- _ 1 _ 11lTir --------- - ----�- -- - ---�JW-_-_-._ �_� �`--L 1 - , •'ate li ■ 1 1 i 1 1 1 i I 1' 1) It �I li I I 11 !I 1 1 I i ..BUTTERFLY1977KEF1hlEDY - <.-._--._____ +`-�-;------ ..�1-��-_�� _ � - >.._,.--..------------ -- _------_---�T--- - ,- ----_------ -- - - - O GATE I - - ,�..t, - m 1977_VEI�1NE DY__BUTTER - w —T LY----"Vrf- ------�E)978 KENNEL, - --- ----- - -- --- -- ---- -- - -- -- rr - - r - -- - ~- -- Y �--�- A8 BATTER FLY 197 7.-KE hl. td EPY r A.C_ P/iV1 NCB p - &^TE (2)_1978_K_EFINEDr' __ --- - - - - -- - SEE CAItiIhIEGT�JN �% I II RVE`Y CONTROL -- --1T� -��-tom=== �= _ _- _ Ip----�N--------- -r- ------ DETAIL.. ! i 3 II rp� PT �9+'S9 �.5 - II 1 II I 1 r t ; ; ;' ' ; sut ,%iE GONTR.C.7�. 22JJ _ I I SURVEY cowr AL. CfJNC.. 1-Ni DWdLL I i t 1 13 f' 1 t � 11 � 1 _ ' ' � � � 4 P"T: 2"!-�'7 $• �'L". 1 III �I I ` hi PT. 34+�3.2�' '' I\ "STREET N.E. �" �� ' W ="' Sui�VEY Got iTi�tOL 2I ' NOTE. 1. WATE�UNE SEEVIGE I i� I 1 3 _� LV N L- in 1 t N O P`t. 2�+� ,9'� ' I CONNECTIONS SILL %E n I 11 i ' T I 17 PLAN (- I i 40- Q 11 100 KOC 5_0 70 60 0400 1.1`00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 PROFILE SCALES: HORZ. I" = 50 y VERT I "=10' 90 80 70 60 15+00 W � i� 1 ; BM ELEV. 88.i-1 I si ` CAS 1 NCB I w I IZQ 5P11GE IM PP. i I I ' ( eQ LsP11LE 1N PP W WS—TA —zs ++_sL� o 1I U) O N5L_ NW•MUELLER. t7 p V�� OO 1%7QU _ __= __Cr-T.L 7 1 Z_72 - F- A(-- - E N N ED _ 19 7 BUYTERFLY VAL KENNEDY 8• SATE VALVES 60 W A C. pAYI N C� � - Z— - -- - -- --------�= - - -- -- ---- o- -- - - -- - --- -— a- - -- - = G- - _- --��o� _ _ - - - --� WZ' STit� 19 U I I 1 ZIP V L\IE I' 1 1 1 i 1 p 1 1 UYU -� BUTT�R FLY-KEN E KE�NY-1977 II 11 I F� E , s W `� Ttz •. M STREET S E . SEE c�oNniELT�ac�l I N� NOT L 1 NE. EXUST W&-MP- METE1Z5 TO M QELOC&TED &S I I W PLAN D I Z .I SCALE I = 50 } I I 100 100 L C I -- - - -- - Ql_TER•NATE _ __ . _ _ - - -- -- - - - - - -- -- - ---- } - __ -- - - -- -- _ - - -- -- - - - --- - - i-L -- - - - - -- - 1 - - - - - C_NCQ TE - EW 1 , . QF�6rt.E 90 --- - - -- --r— -- _ --- - - - - -- - - - -- — _ _ 1 —.*nor� 01 .rr. �•_ .ram "'!'-r"�- __ _-+-_ _. _.... - - -- -:- - _ .__ _ 1.. _ __, � .. .. _.1 1 - _ .. _ _._ - � - - - - - -- - - -- ---.. - ---- _ _ -- _ _ . _ -- - - _ _ «- r T 80 so 00 70 - - --. _ - - - - -- - - _ - - -- - ---- - - - :- - - - -�: _ . - - - _ -- ----- - - - -- -- - - - - - - - - -- - - - - -- - ----fi----- t-- ti _ 1 ► �. - _ I ` « - - — - - -- - — -- - ---- - - -- - - - - — - i- --- --. — -- -- -- .. --- - - - - --- - - - l W — t -lit - + S 15+00 16+00 17+00 18+00 19+00 201.00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28 BUILT29 00 j 11 3256 PROF ��,sT1:aE° SCALES H0RZ- 1"= O DAB' s-�8_�8 FsS��NAL IE�� ERT = DESIGNED M L D APPROVEDU4 fi\g//' Stevens, Thompson 8L Runyan, Inc. T'R, Engineers / Planners I PORTLAND SEATTLE BOISE ANCHORAGE CITY OF AUBURN, WASHINGTON „ „ HI STREET S.E./N.E. WATERLINE IMPROVEMENTS NO. 8 PLAN AND PROFILE I 3 DRAWN L-M.R. SCALE AS SHOWN DATE OCT 1977 NO. REVISION BY CHECKS FILE 72 - S - 4 59. 132 DATE / r{/ / _S / " Y M - s- 1977 VELLE INS,CLL. FIZE NY `PTO 30+33 BIL= I 'bEE C>ETA1L S -7 'ETA 3[_>-v7(a4ND I 3 IV- 4S- EL 3TA 30*80 � • BM ELEV. IZ" - ZZ 1&0 EL. I x fZQ SPIILE IN P. P � �5T& 33+�_k O tt I ,c 0 I E.¢. �PIILA✓ ►N P. P. I I I t—x x x Y r i ILx- - t n� ----- ------ - - - --- - --I -- --L -_ - - T -_- �•- I2 BVTIZ TERFY 1977 DRE55 - - "-- _ BTiTT RFLY(2)KER> D -------------------- Ik STA 31+Z(p Bv-- - " " } T E. II STA 31}zZptr-1D I N _ M��"ER_�aAT� }--j i � STD. 33+Zo- t�/� STREETS 12"- ZZ /Z a-- ' p .N _ SSE cor� cTtont _ Ll! 1Z. ASP EL. I?€'I3. 3 X ,o 3 PLAN Ui 5o. �"SCALE= I"= 50Ioo_ — - - - _ --- -- --- --- -- - - _--�— - - -- 100 -.- — ----r _ _ _ - - -- -- - -- --in JV---- — — - -- 90 _ - - - ---- -- -- ---- - -----t----- - — . r -- ov — __—_ _. -- ---- t--- - -- --- __— - -- - — - - 1 so - _. _ -- - ---- -- - - _ ---- — - - - r--- - T _ _ - - -- - - - - _ - --- _ - _ — - -- _ UNC E).t 70e%n-- . — 70 J-T - - -t-- - -- - --- _ - - __ - ---- - - _ - - -- . 60 M —t -a ---- - - - - - i — - — 30+00 3 +00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41 + 00 PROFILE SCALES: HORZ. I 50` VERT I"=10' WVAF-V-E D1ZNEW, Y EXG•EED'� Ilo FT. IN WIOT%A , '& 3/S" EXPAIN'b1oN �101N"C 51rlAL.L 1e PUN'LeO L_JtAG %7rUD t1%A%_ -..Y ALONG ... ©Q �`(MM N ZIUSLLY A'C 1� �• MAX. It�ITEQVLI►tr'�. "FULL. 4EP'TH" 3/S" ExP. EXP. `'�W �'_omc_ W,&� V- -To 3/S" ExP "FLSLt.. pEPTH" 5r-_ mmev>Eo MATCH SLAPE of A DQIVE�VbY we Ew NO YF MCI ? � aT• W / CoNG. WWAALV_ / ExP _NT. E "FULL 0EP"CF-1 1 4¢eows TiPE 'Q cum >i 6UTTE•IZ u ( 5EE FLAN NO. 1 OPWL�,� , / � 3l$ ECP- ST - 9" 918 A ST�NIJ�►QA 1'' L1.6oVE � " . . &NlE WENT 8• CL - 1-I��IIo • a. o• .a. (a" 0Z MNT(JA EX1'7Tlt G . 3/$" EXP. .S� : o • Q a ' e. "FULL C7EFT"" �/g"F) CZ. Q,OC.IL. (o" Cjomv'6 .TEb 6L1t\11L iZUK 1, ZA%4EI SECTION A -A AS BU11T DRIVEWAY REPLACEMENT DETAIL I DATE It 4 (TYPICAL) NTS 2 2 - - — ---- — - DESIGNED M.L D. APPROVEC CITY OF AUBURN, WASH INGTON _ z -- 5 Stevens, Thompson 8i Runyan, inc. -- _--__ DRAWN L.M.R. i SCALE AS SHOWN IDAT'i OCT 1977 T R Engineers / Planners PLAN AND PROFILE 3 Y „ PORTLAND SEATTLE BOISE ANCHORAGE M„ STREET S.E./ N.E. WATERLINE IMPROVEMENTS No. 89 DATE NO. R E V I S 10 N BY CHECKE FILE 72 - S- 4 59.132 . a "" r-,;i `m.. .+..�:�._�:@C��" 1�"�"".� - r :•' ���ic:�::vc'��iizaT=.�•_ �:��=r:_•-x•�[.�i'�.�"'''"�..Jml�.::�� ,:s.:,�,��,�tir,*.:rs:�:-�._. G.... z___e... _'-_si.._ ._._. . . . ..- f .: ...: � w.. 4. •,. ..._c....._..._...i....:.i'.�:�.-.�i'::._•___..—..•�.. _....'1•':rr. �:".�5......_...�_.__._-._,..:_Y_u7`.L._-_"'tiK.�*:un+c.K..J�a............i...__..—..V..i..e_.w,.�:2r...4d:.�.,J .v -----�_. �..-.._..-.... . -..y '-,o.asliavw.'�+�•ar-' - --�_�,y�>.Jirnrrs.ero.lala+r - arsr�anvrs-- _.' � ZEPL.&e e EXIST (�" WATERLINE CptvNECT TO EXIL,T WITH NEW IZ" WATEQLINE - (�"\IVpTEQI.\NE W/ LE.N VT►-t A':, 1ZEQ` D, TO (-C"NS-(-T 61, F LEx CPLU . 2 To EX14T <O" W�1TE¢ LlP1E IZ" TEE I (," ':POOL_ 6 C:.V.-1977-MVELLER NN T TD EXIL5T VrEL.c>(.pTE EXIST (o` VALVE 1p" WMEQLIhIE W E 10" FLEX CF\-G- 10" 4R�OL u �l�LVE ��' CONNELT -vo EXIl-,T 10 E \2 Xl(�- 2Et�V E `EXI �iT 6: ` VALVE 1Z" W�TEIZ L_\NE W / - E I O`I X (o" {ZF-DULE2) I 1I FLEX C.PLc� . 12 BUTTERFLY 1977 KENRE13Y I IZ" `'POOL , -rIZ"VdL_•VES_$UTTERFLY I977 KENNEDY C©NNELT TD E.XI&-,T IZ;` W&'C�QL\NE W/ � NEW IZ" WOTERL-1NE \Z FLEx FLEEX CFL4-�. IZ." TEE GoNt.IF.,cT TO EXl4T M", WdTEQLINE W/ N IZ" FL EX C FL(b. IZ" 4tFt'aOL CONNECTION AT FOURTH ST. N.E. NO SCALE (p" (,L Te vaLvE w/ V,LLVE BOX (FLxM�) FIQ.E 1-IYD(71N� 1977 MUE LL_E R Co" -a1O" ELBOW (FLxFQ-11,, BdcIL ©F CUeB TEE W� ............. HIP (oil t NEW I7" Wa-7EV-LINE FLLNGED OUTLET PLAN OFFSET HYDRANT STA 7-1- 30 (PLACE BACK OF 5/W OR PRIVATE PROP- 2 - 21/2:.N.S.T. 1 -41/2 NST t I2" C.I. VALJE BOX. 0 P b i Q a �/ O. � Lu 6" GATE VALVE Q FLANGED X .+ G MECHANICAL 5 MECHANICAL �"� Z I JOINT 4 JOINT cn d 2 CONNECTION . _ ua►�r�L:-su.rlr•!`lci,il..r.r.wc�s!lrl.-- —--.�yr..ai—.aw_._.::n....... _..r tiiu. re,r.an! -'.• .••• :s•••:--.�vte'►ere=r.asru:renarwa•.u- -. 3 CANNEC'T TO EX14T S" �(V4TEQL.INE W/ S" FLEX CELL -a S" SP�JL IZ' Fl.'EX CPL.C�. 8"Vdl_VE(�) 1978 KENNEOY = r . _ � . 1Z" x 8" IZED NEW 12" WATERLINE -fEE J QEF'LbC_E Ex15T S" VVATEIZL.INE 1977 KENNEDY BI)TiERFLY IZ" V&\-\IE� �_ W/ NEW IZ" WOTEIZLINE C.©PINELT -Tt> EaC1�-,T �'IZ" VDLVE BUTTERFLY 77 KENRE9XrIZ TEE all WOTETUNE uV/ = lip—Im ++— IZI, TEE I IZ" X 8% QED., .�--+►- NEW ►z" weTEeLa� - IZ" FLEX IZ" VALVE EXIST 6" I2" \JuNE w/ PL t� 1977 KENNEDY BUTTERFLY 00 CONNECTION AT MAIN ST. NO SCALE PLACE CONC. AGAINST UNDISTURBED SOIL - FOR BEARING AREAS, SEE CHART BELOW. 2 4' CONC. SIDEWALK - 1SEE SPECS. ,sfer _-r.a::'.a.r.ac:.:�---sal..aay.^m�reac'•.Yrs- .ar..Yrl�c-s.. r.vr�_iorrOrae,z.a+^rv.,.... •.-.at .'c,.. n. ..r..: .r_=.:.s e..a.c o�as'�•c .....>_ -. �..r+-.....•x.:. ,. 1977 MVEI.LER 11v5T�Ll... N�(DQANT GONNEC.T TG EX►�-,Y 1 3 IV' WATEeLINE W% tv L..' oot.- 1Z" FL.E)k CP`�- IZ" yRtx--.)L- l2"TEE 2IZ"W IZ"W --- --� Itt- LONNE.CT TOE EXIST IZ'' WaTE 2LiNE W/ 17." FL.Ex � QEPL.d(.E EXIST (a," 1Z" SPOOL. WL-rezuNE W/ NEW IZ" WATEIZUNE (Ott VOt-�lE 1Z" FL.EX. NEW \Z" W�QL.tNE KENNEDY BUTTERFLY . IZ'- VALVE PAY WIDTH ir- — IZ" V&LVE BUTT E R F LY K IV TEE CONNECTT iD EXI'iT L," WOTEQLINE W/ CPLl�- �`° SPOUI._ 8 6[V WELLE R CONNECTION AT SIXTH ST. S.E. 3 NO SCALE 2 3 QEL04- c EX15T ME"C'GZ Z` 2'-a NIETEQ -To 664:4 L M L"\� S�cEwOLIC p - rtXl4T �EZVk:� W/ UN10ti .CE p - z QNC�LE - �-� FLED Cxr' • . YdL_VE Lo -E TOIL P:EC.E }"` } .: hE.'�LViGE L_1NE COQP STOP NEW IZ" V1/QTE(ZUNIr SOUTH OFNIVAIN IST EXP, 301N T S1DcWd1_1L I r, QELOCdTc EXt�iT tV,ETEZ Z'—lo" j\/1ETE(Z 30)( Ta '13�4 �i of S1DcwaLIC i EX1'7T. LUIZ5 I CONNECT TO ' bti Z _ W/ UNIpN ov- �Nf�LE Z � d VL1.L_VE FLLtZED �� '9 7 —� cc� ,dNL7LE TAIL. PIELE - 4� TYPE 1L, (ZVICE LINE COQP 4TOP NEW IZ" WAXE ZLINE NORTH OF MAIN ST. TYPICAL WATERLINE SERVICE 4 NO SCALE I �J 3 '� GONNEC.T '� EX,14T (.d, WOTEQUNE W/ t;�" FLEX CPL� . '2"VALVE G.ATE.1978 KENNEDY QEo • ~--� 12" X . NEw \Z" WOTE2 LINE 12 FLEx C ,plh P.�" V�I..VE rsAT_E_ 1978 KENNEDY QED- I3UTTERFLY .- 1977 KENNEDY G©NNEGT rCo EXI'-�T (a" waTEczuNE w/ (d% FL. -EX CPLC->. �C 3 i r TRENCH WALL r j INITIAL BACKFILL EXISTIN4 4"L1 E IsABOVE % 11$.OF 12 8 GROSS 1 GLASS "C" BORROW o e 'p: o .i * R 81 1000 s.f. SOIL BEARING PRESSURE' BEDDING WHERE REQ'D c Q .. Q UPON 100 -s.i. TEST PRESSURE p • •? C ��` + t BASED p ONAL ?10 0� + _ �/���`#`. EXIST. GROUND SHAPED TO FIT 1 F-CONNECTION AT CONNECTION AT 6�� op oo p'� CLASS I'D" BEDDING � o;c o o a �°go a°� CON g p0 u o 0 a v 6" C.I. PIPE 'M1 E. \ o roc va°$000 LENGTH VARIES TEE WITH 6" FLANGED .'? R FACING DETAIL 7 THIRD ST. N.E. & FIRST ST. N.E. S FOURTH ST. S. f a°p °O�o K DETAIL 6 TRENCH AND RESU NO SCALE No SCALE o -o = al•.•: 3/4" SHACKLE OUTLET IN WATERLINE THRUST BLOC I 3 I 3 RODS I 3 ... . . NTS 3 NO SCALE i ,• •• 4" PORTLAND 2 CU. YD. 1/2 8 x 16 x 1 ' MIN.GRAVEL CEMENT CONCRETE i SUPPORT BLOCK HYDRANT DETAIL 5 -' � FIRE ._.,__._ .�..�..� ...... _�_.._.__ _..._. _.._._..�..._..._ - ............__,....._ ...... ............. _... _ ........ _ ...._ .._....._r........... _,.,.__._..... . _ 1 NO SCALE CITY F AUBURN .....�_Y--__�....._ .� .�. �._. >, WASHINGTON i r 1 MLD _ t ,r R ►:, "►i�'�'cE eR!�+lkClsa %�.T a.'• i[ T4X�lt's�•rZ• ItiRxz _ - r L ��.• WATER DETAILS 'y NO 8 1 FLH AS SHOWN OCT 1977 ,,.,; ; _;,,, �.►r,r WATERLINE IMPROVEMENTS _ .... �.... .... _ ........._, ......�., .J.�.�,��.�. 9 WA a - f � ., .. STREET S.E./N.E. �, "M" S 9132 I A... . 72-S-45 . 1 /�////�J/G�+�� _"•.s C-l+'J1•-...r[yyw......,J.}ti:a-.J�.:+o'AQ:1.S:lnafS'J..r•I1LV•M.t'.•:4MiS1'-KI:SfI �iI AL'W..'.a:�►+.livw2i.�iVJA•":i+Cilh.L.L+,"11'�f'P.1v.'1[[IMdJ!!..n.IbfE[Y87,.Y,•uV•.•ri.C'TJ.►i1!•LF.`N'11.[u-17tY{i!.'1l. Ir. ,y 1:4... V.'.�. Y'l[-�.'R14Ct-Vt.:.)fae'1.A-.�'fll!•Y:JB[':\'•,�4-i•1.••]ti'f'ilR1 Y�..tJ.[YT•f1IiW'YM:)+YS�ti.f1'Ltf tl!"•f.s.'Y:aM':•[A"'IV!.[:Y1..:.d1lN�.siL'JY,JCAi_1r'b•W.lYCYAl ifCl'V1`./fi.'lRtr[.60..1MiM i1I✓['vi."•!.`S/.A1.S'�r1+se'.fY.lf�M la .li/-•.JV.f r.1'f..Y-i..�i.. Y - .r ['.. ♦. .. �.;..�..y.. _,".'.+iN .. •.'.,i. ,i .l1iF_.'•l:•l... J-...tY.I/• . ..f .r...11.i./A--. tKs .N NOTE: FOR VERTICAL THRUST BLOCK, SEE APWA STD. SPECIFICATIONS FITTING OR THRUST BLOCK BEARING IN SQUARE FEET BRANCH SIZE 900 450 221/20 II 1/40 TEE 2.0 1.0 1.0 4.0 6" 4.0 8" 6.5 4.0 2.0 1.0 6.5 d' 14.0 8.0 4.0 2.0 14.0 3" A.C. PAVING MINUS CRUSHED ROCK 6" BASE COURSE SUBSEQUENT BACKFILL CONNECT '� EXIy�' q. " wa-cEeL.1N� w/ 4" EL_EX QEP. 4" L-0((L• 8"VL�LV 12" X $" CCZOSS 1978 KENWEI) NEW 1Z" W�'CEQL-1NE. -.- \2" FLEX 8 X 4 IZED. S"VALVE (G.)1978 KENNEDY CONNECT T© EXl`�T 4'' VVnTEZUNE w/ 4" FLEX C.P1._(z • M � n