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HomeMy WebLinkAbout68S328•.' •. •w .w craw TUFT Vied. Paoli" JIN"ye ov 9004 M It - 1 Elms MEE am MINIMUM IIIIIIIIIIIIIIIN ME iluiknl�ln ME EMS fool MM,I WON INN Erma �rwiwim =w MM all Glow 0- =MEMO 0 P01 amn AND 000001 wage min 10111111010 0 OR AND Im EME M so I V 9A%?R!§erwvw MFOI 4 w ZONE E Mw NFL q'i ;=oM!vww, qw-A �- Mir, a a No 46 112�� 0�11t —Jp�Aww IS-14151-440 0 31 UP,ss�• 1011001 let ­0�7 1, it HIT " t Exi_`T, N!'PR£SSUpf _ IEf•L WRAPPED CA ` L ihf S � t ELLIN _ t _ t _ -- - - -- - - -- - ---- - — --- - _ _ _ $ - - _ � I --- -- - -- - - -- - _, __ -,_ _ _ . - -- -- _. - -- - _ - - - - -. _ j-- _ - - - - -_ _ -.. CCA� CC- T Tr_ EX / T b W?9'1 <r h' NA_`. /, rl' IN ✓E r OF 84.C1-SN.r.=`F .i- N84 T�j� T` CGlifhE� T TC t-k' B •ti►+%!'-f NA t i { Qpr 65.Cir�-Sj+�r`: Clli,tihr� '. E'j( f_X '• E. A-1-l" T t9• CONC . 6 r ' Y�' ; rV�•t Y 1 �' r IP 1. RSA!r. Ty r? r_ S'eAt E i ' S r y f! 9 . `$ AL 614Mit C c r.x l _' ' « --LAdw 1zSS 8 T,'P. �' . i�i 8 • ; ��C b 6l. %G : $' r rr,P c LEGEND SS SUMMARY OF WORK 1 7 1, r _ ` ♦ -' . � • l 1' i t ; - '1 Y _ � •'Y .. •- _ i. .- - r • e rY, tr' �: 7dF AN .• ;. 'ham . _ 1%fVIA e �{' r AA ,' �: Fti1 • W 06 r 4 \� Z GENERAL NOTES 'r.ti 41st ST. 8. E. , = :. << 4t -:..f f .y - Cr (2 K- , _ r� C .. .w i. •. r /' %1 r tA t_L' .. l4','�� • 'v (s "M f i f`' C+ �`' •r G . :. ;, r: l rY t - i• 1. r.� , .. .. .. ,' . . /�1 _i _ - ` ,` ._ TN,.E 7 '' L.. ? ` HO•YN A X r 7.'I. ON Z i. r1 c :-r .. fit!_-' A 1 ; -'z CA%J!E Ff R,C'w A: :rrf . f 14 IL Of" i .^rL . /tf• : %: �f _ t. r. , . (:Vtv' !' •; r'; ;. _ , - _ - - .. .. r.,... _.._, . ,._ .. r.. r. , �..,.. >n.-._...rft.lo•.w►vt.:r "•nMIMh•.4'MJ�". MiM■•F'�■ 41 \II( Ht) 11 \ I t { I (_H 1 5 X;_,.: r:�.•• 0,4 S!t •'t E r i t C t it E C s • E 2 ■: + ru.w DATE I NO. REV I SION [ BY CITY OF AU BURN AUBURN WASHINGTON L.I.D. 219 SANITARY SEWER 41st ST. SE BETWEEN "d' a"D"ST DESIGNED J. R. K. APPROVED W. N. G. SHE . t DNA" G. A. 0. SCALE yER4T � CHECKED J. R. K. DATE AUG. 2so Isles T zI O w f I c =� n 110 F? T �= r o; x ; ^T ;r �ly�r I • � i I �� r� o A € ICs ►� 1. e TOP 96.7 a s Q.-..*, 3 S[pPE 009/ •, 90 InV. 89.04 �• 1?MP c001NhEGTION IIYY 64. 9 `0' I/V V 69.26 I � 3i SEE �HEf T I 3p A l � s , i - 1Q••�TJB i 7x �C STC/MP T- Y 1 t •J l' 1 - t-- # -# w • w w - • Ili i a � e 1 i s 1 3 1 Y h i 7 3 i i i i i S K ( G) e v♦ Nj ♦ ♦ V al k, M (i C� G ILI) INV. 9s.Z9 PE = 0.009; H, C4i _l •/ W .III ma .�- TOP /07, 6 70P /0& 3 / � r TOP 103.4 8 PE : 0.0091 �.. SLOINV. 9D. 66 INV. ]iS-iflZ ni �tij 1Yy IN) r 0 6� SIDE SEWERS (TYPICAL) TOME£T ` /�GRAGE ALIGNMENT OF EXIST, SIDE' SFWEk� "1. N O H. A- 7 . �•\ r e am L w ML • -♦ .w y.;-.r.. •. .•- • Is r -• * r #--M'--7 i k }'-_•. i. # fA ■ w _. y.. ► # # i w #-- ♦- • r .: w -_F- w--i._ A" -�►._� I--s 1 r'-►--+'--r.-�•— —..._..�. -s. �. _-.. R A„E L fl 48 8 - Y 6 TEES w fp4uri(wo 0 .. v *D* STo So E. +� ww,..,-+a+.+*n..r +w,wr.N+cr �n+dw7(�»r•r s.w+•r,,x,,+ws•Ps+�6ac}I,�r�',�pr^:�M�oalrlr, aa�.r,�"°;-,:.- :,,,: „. (1151� ' rr� �•r I `1�' ' (` ��� ` �� 1� ' �.� (� r ��' �a�'r f (,,(�r,I` MR KU - DA i A I I CH 13: S Spokane Street Seattle, wa%hlnyron 98134 Cal; V- 6; MA 3.51140 G. ulun ' j,- t r INV. /0I.00 I2'. LIME 7O WES T JMV. S&OO tic /06, 00 95' 9a Ca SEE SH.'E T .4 30 h l `) l M • K. B 9 ( �, 1 W fs h P. o a, r` ! � e S TUB S Pt V 4 S" sTu8 I PLuC4 Y" t /O'IS'TU8 � PtL'Ct •-/� � I f i -�-3030 i I AS BUILT GATE n-.a-<�CA r� CITY OF AUBURN AUBURN WASHINGTON L. Is Do 219 SANITARY SEWER ST. SE 6E T W EE N 37th a 41d STS GtsGN[ ^ J. It. K. J W. IL 4L 5►4EE' VOR G. A. 0. S a'- E s 6 , ,- T C K(cxk 0 ... J. 0. K. GAS AUG. 209 1969 6& 3 3 A g S# -3 1 c� SO 'K. TOP 09.0 -� _ mil. • T0P b7:K V5� , - 80 oqK %lKv 95r:84 ,F MAN INV. 77,M- 73 !r0 INV. 76OA _7 IJIIY: 73.8s s�atsE+.QOt� 70 SEE i - Ex1S7: A1'/tY[rt3SARE STEE4 IWAPM-CAS LIANSW t� E LLlN i�! � • LE41END ExI '."r -1i Iry !A N rA.. R y SIrr wf R �— ss -- 4A,NHC1.F SUMMARY OF WORK VIA TFR LWF if VALVE- 7RE HyDf.'AAT 1. FURNISH b' INSTALL d--it !P_ SANITARY SF. W: F'S com-PL F-r_ f ITIL17Y POLL -4- WI'TH AtANHO/ rS E SILS 5E4,'FFS `ENCE. rF#- -- -R P_ rv#vw LS!f i► SfAgl E i)FT STAT#&t4,v WET WELL SAS L'IY£- 2 VALYC AND FORCE MAIN. r_ELEFNOIVC CA6,L. =_ --- 7' 3. Fc£ 7`0ffF ALL SURFACES AND STA',L�t re1r'r 5(PAVEMENTs DRIVE- AGNUhl E'NT 16WA75, ClI7CHEES• F0.40 SkOVLDERS, SIGNS, LAWNS.,.F+E.NCE'S, �Rft >F ST:'mp "ORCF MAIN G4 "' .. �- FN! ETC.) DI. TUPfli D *:r 7Hr *CAi'K TO OPiCRIV RL C011rr' T'GN. W vi h O• K EXIST PROF/tE S' S« OF G.L- 2 TOP S6.7 W rop vs: M ? !K TOP s1ro . C'P 90.4 Jv (DIIIGP CONNECTION, lav-0.) E!II.ST. 0- lixf FR40 EXIST Ar LINE fROM N. INV. er. 00 ( DROP COWWEC'.*! ♦ ? REQ�A) SLOPE = YL ElR . Ar swa TO S. s .004 'S' /•YK .00-31 -- - Sir- tV • tlAOtt -'row. 8.1.os A r'LIME FROM NO. (4ROt co lecT/O,V IF£QtJ/RfLI INV. 09.00 ' Yin i7."VE `♦' Y „ 9 97046 70 EAST dr .004 rII✓ 81.25' /O FTii8 TO S. f 1 PIXY. 90,» C, -GO'?_8 INV. 8R/6 1. c� CO,#AoEC: T TO EXIST. IS" WHICH HAS AN PVVCR 7' Ilk OF 84.0r-StlAo0f CWANNE L TO RFC Ei : E CA, 8: - DROP COHNEC T10N P. E "D. �� EE SNEF - z CONNFc r FO Ex 'T 8 WHICH HA AV IN if R r t� 16 1 t t OF 85700-4tIAPE CNANrkCL TO RECEIVE EXIST . 1 � M _I 8: DR+?P CONNEC TIy/V REO C• "5, �_ 1 11XmF�LUEcNJ7 S,0PE Cf1AN/YEL TO ACCOMOGI!TE �� R EXIST. 8~ CONE. E6•S.S.(T>rP.) 'r M££T li.RhGE� • Yt� +3 I ,PE. DROP CONNECTION � t SANITARY SEWERS r Il. p.q ��4�SALeGNh4CMT OF EXIT S.S. �Z. M.N •4-S � v '� i MH AI-/i vi ..It AK7 rrcl 1 g" STUB 4, P W AS BUILT EE es 46c 1 t 1 ! 1 1 $• ?LC �" PL ✓G �� 8" STU? f PLUG t � i /Y UNDER. &ROUND FLE!TRo,C .•:��i--�4/,•� ` pER,NAMENT E�11SEA4ENT `Cr18<.CS APPRC'r. 80 D£EF �r.� moo' sa • I _ GENERAL NOTES L ALTERNATE 810ITtM I R tQLrr!ta FOK 1N.<IALLING SEWER LINE ON 41-wr ST. "E(FROM 'dl'ET *EL:. TO AI. it. A-S) AND THE LIFT STATIC'ti AT A DEPTH 4' IrREA7fR T/'f.oN .3'/lows I:_r.- �T" : T:-,AI.�717r rr;GNP—CcN. j (SEE PARAGRAPH IM , SECTION n OF SPECS). 2. SIDE SEWERS INSIDE THE PROPERTY LINE ON 41 s t ST. SE BE THEE V M.H. A- 4 ,t ,`l+• IY. A-6_ ON V ST SF_ If£TW`-E'V M.h.A S M.,ti, 46-9, 4NO ON 37M `_'T. SE BETpE: V M.H. B-71.- M.H. 8-941 HAVE ALREALY BEEN 1N1STAL,'.cp AS S1.1C`NN. CO.NTRACTCF SHALL ltiST.gLz `'rl3c SEWERC •c-R?CIA THE NFE W L1NE•5 TO THE PR'OPF97Y LINO TO MEET THE AL J &NMENr 'S AND GRADES OF THE EXIST- IN& SIDE SEWERS, CONNE.0 PION TO THE EXISTING SIDE SEWERS AT THE PROPERTY ! NF TD EE MACE BY 3. LOCATIONS O)r OTH6cR SIRE SEWERS ANO TEES AS SHtiVO At?c APFRC,%IAriATF, EXACT LOCATIONS 3E STAKED AT THE TIME OF GrihS'`?✓G T/O/V, 4. FORCE hlA Nr SHLALL" 8$ ,LAID ON A CON TINIIAL R/SE IN GRACE FROM THE STATION TO Ti4E MANNOLF AT 294* E ^.. STS. SE. 41100VAI COVER OVER THE FORCE MAIN SHALL $E 3; IINLE'« vTH,5-RW'_E `'NOWN ON THE ORAW!/t'G. FORCE MAJIV SHALL BE /NSTA4ED AT RAILROAD CROSSIN& /NA STEEL CASIN& JACK AND BJREc? UNDER RAILRCA0. S. THE WATER LINES SHOWN AS F. XP$7ING ON :3716 ST. SE. -D•• ST. SEt AND ON Qlst ST. `E ARE REINS /NSiALLrD ON L.I.D. 21.3 DURING THE LAME PERIOD AS THE SLIYfR 1.//YES SHCWAf LIY rHeSE ::'RAW::'vtrC. PLANS ANO _c->✓ECS. r0K L . I. L 225 WILL BE FNj *jff0*V# WI 7.404V T CHAR:i E TO PPOSPEC TIVC q; ✓DERS ON TH15 L. SO Ttif T T 4 1 Ex75N 7 OF THE WORK MA-t' j'_j>tsgr4r4/hr4-. CONITRACTCK St/ALL COORDINATL" Hi! WCP.t �IITt♦ �-yAT :: c _ �� F CONTRAC,rciT5 WORk/Ma AV THE ARIFEA � ,.•�..�r-". :u �.1'�.: r,�..'�,�m....,.••�.`.. ;��.. 9�Miix �.�M.' � �T�. N bT �',1 r.M°; .,,'�;�'f'":!+4' f. iar '•t/ICItS Ij��l•, 1 i 1��•1�'•I���s 1•, t.I �t •,1,11.11I.,1 ,'���I't±�l�l•� i •�, �II•I�t.!•, 7 4 I. S, �) NI( k0 - DA t % - I tCH 132 S Spokane Street Call2A6 ' MA ? 5?4t3 Seale, Waahlniton 96131 otl K K Is tt r v Ic It n�0111L"� , (' ,.,, ,, t, ,, „, , ,,...,. „ Ilil 11 ! I I� I n,r' ,• .,•.1,,' 111(1, •,;1ttlNl�lt !11 Lr L �-*"o coKs'�c JiA N Al -I � UA: G owl. nt, 1J f L/y CITY OF AUBURN AUBURN WASAHINCTON Le le 0. 219 SANITARY SEWER 416t ST, SE BETWEEN OX a"d"S OESMIE0 r. R. K. AFPROVEG W. III. 0. SHEET SCALEvm- DATF AUS. t8q 1!i111 7 004AI/N •. A. 0. C 4ECKE 0 J. It. K. 6fe .t . 9 TOP 98.4 lOG OP !SA so QL1 0.00 mom, Fml - 4roRCE 7*P eve Ali- dwow I - - /RV, m" Xt A It IM A- it i.At w Wh "0 �tMI 11VU 1k tQ 54FE SHEE 7' 1 M ty MICKO - DA FA TECH 132 S. Spokane street Sea"le, Washoneten "134 Col! 2061 MA 3 5140 'T 77) stv Mile SEE SKEET 4 CITY OF AUBURN AUBURN WASHINGTON Le L Do 219 SANITARY SEWER STo SE KTWEEN 37th a /00 9-V 90 8 -'r ac APOROVEID W. IL L LCAM00% f, A. 06, SCALE 3 c � "N? D VA, R. K. DATE AUG. 1.49 IfN 3 it 30-0/ a �i h %0 t Q ; 1+• 3 TC P 98.4 �i L EX /S?. P>; i f' G E s, Zl - C t. MP 100. 2 E �f 12� I 306' SLOPE=0.D058 /N y. t2. 76 INV. 9/.00 `J \ M . •. - 6 --- -- F- 10"e7T0,65F PLUG r-- It"CI —_ L 1 -- w y, _ _. __.... 1 -- --- — - - - - - - - --- - - - - -- - - - fir• _ I �i►. ,. 1 i t s• i �FE �HEt T 34. 325 SLOPE = 0.0058 t�. O U SEE SHE E 7 .S ; c� t � i SU.Rtt'D TE[ £PHONE CABLE _ ! ',; � ,�Vo. � Or EXIST. PAVE T. !oe-� Ss-__ �•w--w • N W �1 �t CIS � � f , f m .1k; TOP 100.2 z, �t TOP 106.1 TOP 101.i `rto.. sTi/9 TO EA 5T 8�-ST�lGj T4 N !2 t 2Z3SLOPE — — -- w _ S 5 au G f r 37th ST. S. E. .. 1 I ' S 6 WITO - DA I A 11 CH 132 S Spokane Strom-t Seattle, Nashmgton 93124 Coil 206, MA _' Slgp �l �1 E11 Z1 Ilt II 01t �6 i It �9 IS IV IE Ir 11IIpmatail� }y f i �• 1 I�ilil� l�I� ;�� II�i� it gill I{i(1�11 1�: 1� •.0IVNECT L1ftST. S.. FRCM 50. INSTALL 8� STUS TO NO. `& .00! IIYy 96. Z4 j tZ' 3610 INV. 95.96 0.004 INK 99.26� t I.CO6 iNV. 98..5 t INE TO So. Z INV. 10I.0C AlMlift s�aPE = a M. B INV. 98.00 ----- - ----'- - - r_ :. FL 0 W rs CONNt C T I'1 5 >.Vtt �G; f N.^ • :'r Gam. Rc:..�;�� C� +J a � r � ' a SEC -cS, 7 2 A S I!? L T D-!st ll-l2-59 V CITY VF AUBURN WAS, SIN, TON L. I. 0. 219 Vol, SANITARY SEWER 37th ST. SE BETWEEN 110&V 11 ,,+ • _ .� �cP, 9s 9C St<ET 4,� T W I . or - A,• :5 r 'FL FORCE MANY t 8• EE` f'G.RC� MAIN 5T f i I I 1 - t i Q 21 mom `f MOM of 77T, 2 �A5 ATCP S FIC, c �-- 7v ' (7.-, 7h F 41.) r F. IS m Tt°; ��i �:A T. J i f ! "AC ST. So L Im lot'1'I' 11I r!rrlril.flll1e1 { 1 •1 Si 6I MICRO 1 - ha I •1 - 1 ! CH 132 S. kOKane Street Seattle, Wnsfie�gtor 9813d Call a Ob , MA 3.574J t MI C�1 bt III l 16 f� 19 {5 {[ ■'il7y 11 I�nf!jllil'iliil!'.11I{!I{illy!; !I�!' III lit ♦([ C � rrnY1 - -3 CITY OF -- AUBURN L.1. D. 219 • Q SANITARY SEWER —FORCE MAIN "Ap SIT SE NORTH OF 37th ST SE "I•,,J;u;;(�cl r : [ ►� . J. R. K. g.rF E T - .� .. J. R. K. • ` _= AUG. !/. I9e9 ; 6w 537fr ISk' -G I �j k C f` %v C o� E5 r EXl5TIN6 PROFILE IS' W.C. i. IL 1 � 8" STE£L FORCE MAIN d le -ACT' TOP i c2-e y � r" c 0id6f, W` -reR 1 :Ivc T0P 99.SO IN V. 97.2 9S c' . T r CF 6 fi1e ` Li�rc l 5/Irf LAY_ 'Or' 6 SJ 5� ^-A ,a; F I:YE rUN < c OF T!i, c Pl i;.• T 5-AR r7V`r Z -" � ! A c ! .N. ~. CKfiN,tit L TD i` { •k.H o'• flow M i C4 "a' ST. S. E. I,►MI(JIES'' ' ! il� i y ( 1 f i��•1 1 1 !, f lot, it,!• I ,. .', 1,'. i, ,1 lit, 1�1•,.1 '4�� 3� 19 %11( R(> - Da 1 a 11 CH i�E S Spoke-•r S••c.a Cal, 206 MA ? 5710 Spit 1r, Mash:noaton 98134 611 ryl C'I Z!! IN 1 (6 Y L !9 S ► [ i A�(1 ='Yli� 'i ii �!I, ejf' ':f_ ,!��, �i�ii!,i l,';�� � i• : •,' r��'i,l �'.; !�!!.��; .. i�� � � i �i, ��,;.i li��l I i!1�,.f� ♦ .ram ' •�� 9G 85' CITY OF AU13URN !I i Rr WAShiNGTON L.. 1.0. 219 SANITARY SEWER -FORCE MAIN ST. SE SOUTH OF 29th ST. SE J. R. K. i 11. S. Aw- !t ►� c J. Q. K. j�TE AYS. tG. I949 6k' 53a2k 5y-7 0 1Le I a i 71 G UA F D 3,.r 3"rt Y,q " , �p�► I or 8"C I 32• LO► G ,/ STATION LIFTING LOOPS L G C L� INS!LE D,MfNSf!'k OF STEEL BA�K•FI44 AF•GJ WET WELL l��PERF+DRATED STEEL HEEDING TC BE CE,F7 ,-A EL.A%c AND [ IFT STAT/ON WITh 8A/YK CASING, SFNPT WELDED TO ; r Tt R IIV: TALE A. /L O�INL uRA 'V EL . WHAL1NTs Ot WEST OF IWICLL AA/0 L lr7- ETATIQIV. WET WELL, IN LINE SETTING PLAN WITH NORTH EDG.F, CAPPED AT 8bs�iv NO SCALE WEA7HERHE M IT LB MAGNESIUM ANODE PACK 0 ONE INSTALLED EACH SIDE SERWCE POLE DE A NO SCALE f7m,'1 I'm TRAGTOR IMPLETE WISE 1 'TN1ls POIN' NDU IT DE METER FOR METER kLL ATION . FUSIBLE IECT SWITCH, 3 . NEKA ' ENCLOSURE XKING HANDL VICE POLE Y OTHERS STANDARD 24 "OIA. M H. y. RING •►uo COVER i F r ! ELEv. a9. oo f �/g CLEAN -OUT PLJrmn ' �; t ' ENTRANCE PILlN6c CUT 68.00 IL TUGS 3=C?•• . --BUBBLER LINE ~ PI 8*• FORCE MAI N _ .p ( 3b MIN. COVER GROUTED SLEEVE REINF, CONCR. PIPE 3 TO WET WELL ASTM C-Tb CLASS ��}} Al.L. JOINT RU88ER r x x GASKETED. ' EINt. CONCR. TRAFFIC �• 5L A B j RUMER GASKET WT t '" - ! '► " • �' IZ SUMP PUMP • Ala Rda, DISCH. PIPING 111YV. ELEV. OF IN - LADDER z COMING LINES T3.53 v 8 DISCHARGE j 3 �� : ANCHOR SUMP s' SUCTION f 4 +1 ;P1 O UW 10 WET WELL �+•>; 3 • i 0 1 ECHANICAL JOINTS It1 1p ,+ "SUCTION LINE t + I 1 ! • i ' — I x 24 RALV. ANCHOR SUCTION != . =A,s !+� -t►. +► - 1 80LT WITHLGirifER EtYC ELEv. �to.s. ' i• •!i►_ BENT 90" To PASS _� STATION PLAN 2'SANQ PIT RVN -y 'vrYuce< r;c/,wt•v�swirir � � tc � • ', •� .4 a . I� ' NO SCALE i SACKFIL.L 04 .;�: �rYP,CA7 j = , - • Q • - Y. NA A AWL 4. I ��.�� - , , a :�- .. �,. + IS*CIV& ,EACH WAY`. • , ELEVATING B�.00KS -SEE MFR*S. _ t► • t1 ' . 4 ;a 1 NF�OR 1 � o� !► 1% _ r d+ , w w W SEED f iN�+AI�tm 4TEfL �DS� 'Qi.p t clt i U. � ON s ' '� �a �' A , # INSTALLATION INSTRUCTIONS '3 GRAVEL 1 ..94 4 .- , . �.. t • �• , _ a p e - b , 4 -IA'. -� 4 -- n ,,.. I% NOTES' e--OJCR�ETE iD^hA1�i'N'. �-� a ' , , p, �� �. .,� __..-5 9 . o * o �• ,d '�' o r o I. DRIVE SHEETING AiVL PC iF /4 THICK CONCRETE �E�'t. r` •ii26. 4 - a'- v" - � /6'r P6" �COKCR'ETEa SEAL, -0POdKED '�tN�lt�t � °SHEET 4 PiL'/N . o e •- . . e: s 9 • - i► �, ,. A a a A '� ro A " �, ;� � . • � v � . * `�� . SHE AND WHALERS Tp BE t Ff" T• ll'I �L ;.Cf. r r I v•� w . p „ " e 4 • • . +•p •�4 + r� �" ^►�"" • ,,� .. �, r M e ... �,�� 2. CA4F OF ''4 Rc-IIYF!✓RCING S�£e: !e DIY C£.h TER" E11CH WAY �' n _ - �i E MIELE. �p �►�. IP T-^i'T�' 1.. � - � ^ �� : � A ' � p � TO B E INSTALLED ALL L lliE 5 A /�i 0 TOP BCT 7U,V, "c �► z - �► _� _ _ .9 ,o♦ i� of CONCRETE `� y „ SC t V ,p jr 4r h' ,� SEAL. STATION SLAB TO BE TIED TO SEAL SLAB A7 FOUR y p d 4. -, - .4 f IM r. r1 / "' �• .'G •Q '� q Lti W to oft .i C CORr•%ri� S WITH 04 REI1VFoRCiva STEEL . • (•wa s•�,I I>I (1��� �a� 1 ' ' III Is� �'I �''.� I f l i f ' ��'�� (11 s '11���`1 s) MICRO - 1)A I A - FF CH 132 S. Spokane Street Coll + I061 Seattle, 1Mos1--.119ton 98134 MA 3 5740 t 1 CIl Ztt �(� (I (III�I111 IIli II1l �iIlll ��{IIII111111111111;. i ��i 1 it �! 6 1 1 �I!,III i� I9 ��1�(. i II'II li �.1 'IIJIIIII I. I1; ,I..!����I ��1��11'�I �1�i 111 II II.I,I 1 1 Illri• j .IILIIII'IIII LOCATION PLAIN No SCALE IN 1 .-- -- -�i6 --1 s -1 .0 _Qt• I :-v. Or�crn ci as :i.uc Li c..4r?...TFi'-iw"_t__. _.._ _. 2_._ , £:EVAT/O/1r: ��GfL' C,..VCRiTf ti�41. } _ ; �=a��.'1 YC''.'s I f ��'►+I�Ff, LQCn•l�NS Rl: OF AUBURt LI.Do 219 ` SANITARY SEWER —LIFT STATION 41st Olt A. >>< STS. SE _.. _ : a G fr s 3 a p' ' ---- .. 5 aUBB�ER I GUARD 1 ` 3'X 301,'4 STEEL L 22` OIt t1 i PROPEKTY L!NE SETTING PLAN NO SCALE i0' FROM PROPERTY LINE ELEV. 87.50 REINF. CONCR. PIPE ASTM C-76 (CLASSII ALL JOIN i.. RUBBE GASKETED. a me 1 p �► r �! AIR maEii I� PIPE . o E STANDARD 24N DIA. M H. RING COVER -BUBBLER LINE PIPE s �+ TO WET WELL i ^rfiEI'.'VF. COW.R. TRAFFIC 0 r SL NB'(RUBSER GASKET ' folsCH. sump PUMP I> .y PIPING /�&. . ENTRANC F TUBE 3'-C tNY• ELEV. OF IN- ! LADDER COMING LINES ' 7T.45 t- I i ► 3 •, j E ANCHOR SUMP I 14 0 UNE 'TO WET WELL 8 � O r ' V. Opp �01 R MECHANICAL JOtWTS in RP SUCTION LINE ow D --NCHOR - rt SUCTION 4 4 >t = o _ ^+ P^ v ' BOLT �T YP.� it FV TI-AS —�� ' — _ , s 119 �• o � is �C� D � �' T � _q `: --E L E V. _ 9 t• ' v ;. SUMP (a1. 465 g" l �.. 4 . REIN ORCIN,6 r ;STEEL f8 C5, pEAQ WET WELL A LIFT STATION NO SCALE _r WEA7µERHEAD 'L4 STATION LIFTING LOO PS l7lB MAGNESIUM ANODE PACK ONE INSTALLED EACH 51 DE 8" FORCE MAIN 36'MIN. COVER i 8 DISCHARGE tc-Too NTRACTOR MPLETE WiRI O TV4�S P01N' CONDU IT 'IDr ROVIDE METER LOOP FOR METER INSTALL, ATION WEATHERNEAD ROOF MASTER FUSIBLE DISCONNECT SWITCH313 YPEE m ENCLOSURE ITH LOCKING HANDL SERVICE POLE AI NO SCALE Ir GQOUTED SLEEVE �ERVICE POLE BY OTHERS C)" MIN STATION PLAN ' '' ►'" - NO SCALE JAY %, r ELEVATING BLOCKS- SEE MF05, Ll INSTALLATION I N5TRUCTIONS - Sri i. .. �.. Y n] .. ..Af-ti. iI ...I.P .. M.1N. -7M'•I--s 1.. YM'i•.. .. y. �. - .. - w .. w+ f 1. .h. - I'r'1'r'�'r l'r f �'f'r'j �'� �'�•� � � j � .• r ., � �', r r',• �, I.,,. rW-HES , ,f .i ,'rl,l,•I 5i \Ilt kr r Il I -' Sil ►rl EIS7t it f, t IE ;b �( ' i ,`: ► ;E YI 0911 LOCATION PLAN NO SCALE CI AUWRN L. L a sisk M SANITARY r• . .r ; , }------------,---------------------._—.__----------------- s j ! EXIST PROF/LE S' So OF C. L. - - = - - TOP 5 - 95 1 TOP spa _• - -- - -+- Q � TOP 9ta.4 � ! , } ' I i ` 9 r --- L E M .. O { Q TOP 89.0 -i - - - ' -- - - - - ; I FROM !Yo 90 _ . --- -- . -- - - - --- - --- - - -- -- -- --- - - - . - - - . . - - RO R WRED . R � ! � f � i I Co P Gonrn+ECTiON Eq 'EXIST S•LI/VE 1NV. 89.OG 6 (DROP (DROP 6ONNECTION E—QD.) IN - Ct�xlLe,EQD.) s - - "TOP 8 J: s L p ' ; I EXIST. 8 L/NE FR6, ? - - !sS PE 0 - 5~ - - -� - --- - -- - _ _ 4. o O.0092 i i 8'STl/B'TD S. �► .004 I 8STUB TO EAST , I 8 @ 04 V 8 zS •L 1 - ! ! STUB o4 -- - .j /Z 8 0 - - SL -- - ' n/v r� oo $� I • 79 S9 �. 8 S UB N .. I � i . • /NV T /IYV. 80.05 , • � 1 D / STUB TO S. _9 -- 12 !� I 2 7 _r I .. S O� ? LCP INV. 77.50 -� - - I.. •IZ B ! r 75 - - - -------- -.------- 2.4--9 - !. 6 / -- - I /IYY.76.0�8 j SI.OPe=•0022 , , , ; 70 - - - -- - - - -- - _ _.._. _ _ - - - - -- - - -- - - -- -- _ -- ---- ---- --- -- - - _ - -- - - i , t - 6,9.-6_5 \D o� h i O - + o N N M O CONNECT TO EXIST. 8•• WHICH HAS AN INVERT � I W f OF 84. 00 -SHAPE 01ANNEL TO RECEIVE EXIST. co � 8:' - DROP CONNECTION REQ'D. ' . SEE SHEET 2 SEE SHEET 3 � i---r-r- CONNECT TO EXIST. 8'• WHICH HA AN INVERT I i/6' f - 40o _ - I OF 85.00 SHAPE CHANNEL TO RECEIVE EXIST. r• , - _ ,--� /�� MH A-/ 1 S"- DROP CONNECTION REQ'D. W a � raI , EXIST. HI -PRESSURE - ��� (SLOPE CHANNEL TO ACCOMODATE I EXIST. .9" CONC. 6 S.S.(TYR) TO MEET GRADE -- s STEEL WRAPPED, GA5 LINE5U) N r i3 INPLUEN.T PIPE. DROP CONNECT/ON - SANITARY SEWERS A.H. A-g I,.� ALIGNMENT OF EXIST. S.S. /W-H. A-s I _I 7•,. 1O .3 TUMP M.H. A -Z /h.H. A 3 } � s � 1 NOT REQ*D.) ELLING ON RD 8"STUB v PLUG ��- - C -- �a- I M H AI -/ a- r i e i ! O O ' 4 - / 1. r- - x— ..- x—+t �yt-G --+E-- -, I 1 0 0 w 8..� I $ �� $TUB PLUG C14w E _' w I /6' 1 =a - 1 1 40 1 9" FORCE 'MAIN. Q. ` r= -- - 4 s"STua 41 PLUG VJ ' ! N R z l 1 } 30 i /841 200• LEGEND EXIST , NEW SANITARY SEWER SS MANHOLE 2 WATER LI/YE e VALVE 12W ter ---- FIRE HYDRA T a UTILITY POLE -�- FENC E x--K---+c---,c CrAS LINE 0 VALVE e.. G -4 TELEPHONE CABLE T MONUMENT TREE e STUMP O_ FORCE MAIN ` 6 FM — RJE wI % 14 � /60 I PERMANENT EASEhiENT L 5O ' - 50 I I ID STUB e PLUG 8••STV8 e PLUG 8•• STUB h" PLUG SUMMARY OF WORK /. FURNISH e INSTALL 8-•.,e l2•• SANITARY SEWERS COMPLETE WITH MANHOLES l; SIDE SEWERS 2. FURNISH /NST.9L.L SEWAGE LIFT STATION, WET WELL AND FORCE MAIN. 3• RESTORE ALL SURFACES AND S TRUC TUBES PAVEMENT 5, DRI VE- WAY5, DITCHES, ROAD SHOULDERS, SIGNS, L AWNS, _ FENCES, ETC,) DISTURBED By THE WORK TO ORIGINAL CONDITION. 2 UNDER GROUND ELECTRIC CABLES APPROX. 8• DEEP 17-M GENERAL NOTES /. ALTERNATE BID ITEM 15 REQUIRED FOR INSTALLING SEWER LINE ON 4/5t ST. SE(FROM 41st ST. S, E, WET WELL TO M.N. A-S) AND THE LIFT STATION AT A DEPTH 4 • GREATER THAN SHOWN (SEE PARAGRAPH IM , SECTION B OF .SPECS). 2. SIDE SEWERS INSIDE THE PROPERTY LINE ON 41st ST. SE BETWEEN M.H. A-4 4f M,H.A-53 ON "d' ST SE BETWEEN M..4. A-6- 4e M. H. B- 9� AND ON 371h ST- SE BETWEEN M.H. 8-7e M.H. B-9, HAVE A LREADY BEEN INSTALLED AS SHOW14. CONTRACTOR SHALL INSTALL SIDE SEWERS FROM THE NEW LINES TO THE PROPERTY LINE TO MEET THE ALIGNMENTS AND GRADES OF THE EXIST- INC SIDE SEWERS. CONNECTION TO THE EXISTING SIDE SEWERS AT THE PROPERTY LINE TO BE MADE BY OTHERS. 3. LOCATIONS OF OTHER SIDE SEWERS AND TEES AS SNOW/ ARE APPROXIMATE. EXACT LOCATIONS WILL Be STAKED AT THE TIME OF CONS=TRUCTION, I. FORCE MAIN SMALL BE LAID ON A CONTINUAL R/SE /N GRADE FROM THE L/i'T STATION TO THE MANHOLE AT P9th f A" STS. SE. MINIMUM COVER OVER THE FORCE MAIN SHALL BE 3, UNLESS OTHERWISE SHOWN ON THE DRAWING. FORCE MAIN SHALL BF INSTALLED AT RAILROAD CROS5ING INA STEEL CA5INGr JACK AND ,BORED UNDER RAILROAD. S. THE WATER LINES SHOWN AS EXISTING ON 37th ST. SE• ••D" ST. SE, AND ON 41st ST. SE ARE BEING INSTALLED ON L.I.D. 223 DUR/N6 THE SAME PERIOD AS THE SEWER LINES SHOWN ON THESE DRAWINGS, PLANS AND SPECS. FOR L.I.D. 221 WILL. BE FURN15HED WITHOUT CNARCtF TO PROSPECTIVE BIDDERS ON THIS L./-D. SO THAT THE EXTENT ' OF THE WORK MAY B,Lr A.5CERTAINEG. CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF OTA/59 CONTRACTORS WOhK'IN6 IN THE AREA. ASpUILT DATE , I i I /—.26-29 I RELOGA7E0 LIFT STATION CON— NECTING LINES. LOWERED LINE TO CONFORM LTE N ITEM ., QDED MH AI—/ JR DATE NO. REVISION BY CITY OF AUBURN AUBURN WASHINGTON L. I. D. 219 SANITARY SEWER 41st ST. SE BETWEE N "A' & 61D"ST DESIGNED J. R. K. APPROVED W. H. G. SHEET SCALE HOR12. 1„ _ SQ 1 DATE AUG. 28, 1968 wow DRAWN G. A. 0. CHECKED J. R. K. It 3'R r .Z 0 ctki^ vl C M �� //o � Z K ^ TOP /07.6 TOP /08.3 �: cK EXIST PROF/LE S•'W. CL. -- - --- - -- - _.: _ _ TOP_ 1 /03.4 -' - 4 PE roP 99.5 �- — - sL0 I0-1 /oo �, INV. /0/.00 I � - TOP 96.7r ,-- -- . • � � :_ - - - - 12;, L/N_ - - = O.D 91 E TO WEST $ • 98 SLOPE © /N V. 98.66 /NV. 98.00 SEE SHEE T I 30 130 W /6' I I •I 5� IO"STUB PLUG all 0 + N + + + O �" Q + + c� O o M + t ► Imo- �, Fes-• � � � � Q Q ,� � + M.H. A-6 O H. A• 7 _ L W W I- V $.. e "30/' SS SS- x --�--�--•,�---tc—r—w--x--ie--r---�--�--x —x••v--n--y---w—x—x--,r—x—�—w—x----�— x----x—n--r--x—�—x- ,w—;.---x—w--x---�—. _ x—�---w—x---�---�--r—X to 8x 8�" x 6�� TEES m Pl UGGED (T YP J 4. "D" ST. S. E. + + + + N N M Ark 9.5- p N + p CM SEE SHEET 4 O 6" SIDE SEWERS (TYPICAL) TO MEET � � � ti � 130 3 GRADE ALIGNMENT OF EXIST. SIDE SEWERS. M. H. A - 8 M H. B- 9 - IUS X PL pq I GRAVEL I OA I —' - - 8 STUB PLUCL 10".STUB � PLUO 30 1 30 AS BUILT DATE 11-le-ss H ly� 8"STUB e PL 1)6c t ti a DATE NO. _ REVISION BY CITY OF AUBURN AUBURN WASHINGTON L. I. D. 219 SANITARY SEWER "Y' ST. SE BETWEEN 37th & 41st STS DESIGNED J. R. K. APPROVED W. H. G. SHEET 2 DRAWN 0. A. 0. SCALE HORI2RT. I. = 5Q �- CHECKED J. R. K. DATE AUG. 281 1968 7 6k .53a 9' s#- 3 i 0 IT I I OD a N _0 - t 69.Ez5_----- - 20 -2o O P O t _ N + C9 N 6' ►� 0.1 Q N 0 ti Z - N V) 12n12xb'" ice- Izxl2-X6" _ +O 12x12x6" Q F�- 12z12x6' J 3 M. H. B-/ PLUGGED TEES TYP G� M.H. 6-Z PLUGGED . T-EE _M. H. 8-3 PLUCxC1ED TEES ( TYP I-- A.H. B-4 M.H. B-5 I ( PLUGxC•�ED TEES (TYP - W - - 2'.C:A S ATOP 8'.VA5 LINE � 2r6AS LINE ATOP 8 � S LINE TO So. I CIS , I] _. �—r—,r �Z,;,•�.f• r �,�• 3 2 „—r—r►. a G S 71 Fm FM T", l �. T- y- - _ r „-x �A5 CHAMBER CONC. WALL I I E PLUG Ca4OEWV� BarSTU 6" SIDE SEWERS �2XIST. STEEL � MH A -I INV.'8 Q,p02 (TYP.) f' - 6 M APPRow. `}-' - c0VER 7-T t �,- TOP 96.91 95 lo'' sTuB � . o0 28 //V V. 9/. /4 90 i 10"STUB 5 PLUc LLL8" 4) F- - kki { i 3O j SEE SHEET 4 N SEE SHEET /MEND M "A" ST. S. E. W cn AS BUILT Dare DATE N0. REVi510NT� 8Y CITY OF AUBURN AUBURN WASHINGTON L. I. D. 219 SANITARY SEWER ST. SE BETWEEN 37th & 41stSTS DESIGNED J. R. K. APPROVED W. H. G. SHEET DRAWN G. A. 0. _ _ _ SCALE HORIZ. 1 ; = 5Q 3 CHECKED J. R. K. DATE AUG. 28, 1968 G Y s-3 a Ee sit- SEE SHEET W 6 co)I i /O'STUB� PLI/Cc coi i I _Q N M O � S _ + o N Q ti BURIED - TELEPHONE CABLE 11 ' No. $ OF EXIST. PAVE T. w l2"C l o h I w I I i O SEE S'HEE T 3 R.:m:i;m 0.! N n N N M. H. 8-6 Q M. H. B- 7 —--�.�-- Ts s - -- 2" O h t I Q Q le MwAffi-MM SS 12 N M.H. B-9 8 " STUB PLUG ir /2 " 36% F OL W s' IO.. STUB PL U6 3 W o • CONNECT TO EXIST. 8" WHICH HAS AN INVERT OF 97.30 -SHAPE CHANNEL TO 16' RECEIVE EXIST. 8" DROP CONNECTION NOT REQUII?ED. _ S EE SHEET 2 3 7 t h ST. S. E. ti PAA^ 3►P�REN H. eRgr E W" cl- V �ssIONA1. E.� AS DIU I LT D_,AUE ll-12-690 //0 90 u _ DATE- NO _ REVISION BY CITY AUBURN OF AUBURN WASHINGTON L. I. D. 219 SANITARY SEWER 37th ST. SE BETWEEN "A' a "D" ST DESIGNED J. R. K. APPROVED W. H. G. SHEET 4 DRAWN G. A. O. SCALE HORIZ. lu coy YE T. CHECKED J. R. K. DATE AUG. 28, 1968 7 95 90 —65 tAj - 4• - W W - j i 13, - - ; Vi N I vlh 301f; 3� I` SEE SHEET -1 M "A" ST. S. E. 2"GAS LINE LAYS ATOP 8" CzA S FOR 5'72'(TO TH4- IV.) FROM THIS P0II117: %/6'"x %q� X l4'STEEL CASING FOR FORCE MAM TO BE JACKED AND 80Rt D UNDER 98 T RACI< .Z • w � _—� I � W � LAJ oFFssIONA�-_�� DATE NO. REVISION BY CITY AUBURN OF AUBURN WASHINGTON L. I. D. 219 SANITARY SEWER -FORCE MAIN "A" ST. SE NORTH OF 37th ST. SE DESIGNED J. R. K. APPROVED W. H. G. 'r HORIZ._A, SCALE VERT 1= 5 SHEET 5 DRAWN G.0. CHECKED J. R. K. DATE AUG. 289 1968 7 6 8' .S 3,7 S, sy-` 0 /Oo : _g.• 'STE'E•L 'FC>f3CL� MAIN - -- - - - - I i i I i I ; r I 2'OA S L INE /' E. - ' OF 8'SAS L 1NF• I 0-- � w w U) C N M tMW 57 ®- n GAS LINE LAYS .STOP 8" � CrA S__ L /JYE RUNS S. OF TH15 POINT 572 EXIST /2 f. WATER LINE SO" BELOW GRADE M :. N. S S La cd SHAPE M. H. C NN£l- TO co PRO V/OE SM 0 TH FLOW �-= FROM F. M. TO /NV. OFM.H. t -c � f- 1M "A! ST. S. E. Q� N DATE NO. EV RISION BY CITY OF AUBURN AUBURN WASHINGTON SANITARY 'A" ST. SE L. I. D. 219 SEWER -FORCE MAIN SOUTH OF 29th ST. SE OESIGNED J. R. DR A W M - - --- G. A. K. 0. APPROVED W. N. G. SHEET —Howtz . --Y`N =-5 6 SCALE VERTU 1 = CHECKED J. R. K. DATE AUG. 28, 1968 i �� 53ak sy-1 Ao t'l I IV 1.0 In Ks 342" utac b24"s4UW"q3N3"vGlv SOOLOP lu"m ---- =Aj 3 9 NO SCALE 10 FROM PROPERTY LINE STANDARD 24DIA. MH. RING AND COVER ELEV. 87. SO REINF, CONCR. PIPE 'v� 3' " J ---BUBBLER LINE(i PIPE), a 3 P ! TO WET WELL ASTM C-76 CLASS II v ALL Jolter RUBBER e - , x, . a x - TE _ GASKETED. o,v o I,I REINF. CONCR. TRAFFIC .Qi P v SLAB (RUBBER GASKET ' JOINT) • v � SUMP PUMP Phi AIR BUBBLER pi.V DISC H. PIPING PI PE INV. ELEV. OF IN- COMING LINES 77.413 I' ► D P II �•�--- 3 p P. K NQTE- ANCHOR SUMP 11 :p, O LINE TO WET WELL D O 1.0 N 11tvva MECHANICAL JOINTS 8" SUCTION LINE �. SUCTION ELEV. 71.45 ' 1 a 0. , I o� 9 v, �► . p- d, Q v ,� v d o d• z ENTRANC F TUBE V-O LADDER SUMP - 8FORCE MAI N 36"' MIN. COVER 8 •DISCHARGE RHEAD tcl ONTRACTOR OMPLETE WAR O 'THIS POIN' CONDUIT OVIDE METER LOOP FOR METER IN5TALLATION fYWEATHERHEAD OOF MASTER FUSIBLE SCONNECT SWITCH 3 LE N ER PE = ENCLOSURE. ITH LOCKING HANDL. rSf:RVICE POLE L BY OTHERS 3ERViCE POLE DETAI L NO SCALE =71 GROUTED SLEEVE 8SUCT' 9" MIN STATION PLAN p912.p dk NO SCA L E c t, t,.4 0. REINFORCING •,� $TEFL ''I C �'� I.R"-C S. o .a :;,.:��. �, `, ' II EACH H WAY �, �, ,� t'�� .�; ELEVATING BLOCKS - SEE MFR'5. `; ---�- t �' ��---L=-�`' r' �` L it O d �y u U INSTALLATION INSTRUCT IONS WET WELL & LIFT STATION NO SCALE 1 I/ ANCHOR BOLT (TYR) LOCATION PLAN NO SCALE f DATE NO.. REVISION i 8Y CITY . QF AU BURN�.. AUBURN WASHINBT4N ;.: L. I, D. 219 SANITARY SEWc9" GWT STAT I A" 'STD: SIE .� DE SIGNED fVR. APPROVED DRAWN 6,A. 0. SCALE • ' . N. ,� _ ' Y .... It /O"I1 g"9 4 I Of I&'EPLR LINE , \ }r G .l A R L) J"'v 3"A %4 { STEEL G 1 - I •�- b 8` C i 3?-*LONG 194 PERFORATED STEEL — CASiNCs, SPOT WELDED TO WHAL146 6 f WEST OF WETWELL, IN LINE WITH -NORTH EDCzE. CAPPED AT 86+00 ELEV. 89.00 * �IliSIGE DIMEMsl0N OF 57E£L rr8f:r WE!-L SHEET//YG TO £E L f"r 7 :j:1r' F'r-.'_ f= '� AND LIFT ST"f'iTl0/v WITH BAiYl< i FTEf' IN-TAL-C /lT Lii O %Nt 1- WELL AND LIFT STATION. SETTING PLAN NO SCALE STANDARD 24 DIA. MH. RING AND COVER -3/ * GLEAN -OUT 4 PLUC-O-ED 1.0 9 3 _l WEA7HERHEAD _ O .9 STATION LIFTING LOO PS 17 LB MAGNESIUM ANODE PACK O ONE INSTALLED EACH SIDE \9 I t ON TRACTO R - OMPLETE WIRI O -THIS POI N- CONDUIT 16OVIDE METER QLOOP FOR METER NSTALL ATION FUSIBLE DISCONNECT SWITCH, 3 OLE NEMA YPE .7.IT ENCLOSURE 1TH LOCKING HANDL rSERVICE POLE BY OTHERS SERVrCE POLE DETAIL NO SCALE v _ ENTRANCE " TUBE V pILINGc CUT ee.00 .,-------- ,, -O N, 8�•FORCE MAIN BUBBLER LINE(•• PIPE) 10 36"MIN. (;OVER GROUTED SLEEVE REINF. CONCR. PIPE q3, o. ` -- TO WET WELL ASTM C-716 (CLASS II ALL JOINTS RUBBER _ X T N�; E 8 X \ + R� F..CONCR. TRAFFIC GASKET D. q•.e A• 5114,B (RUBBER GASKET �'• �� ____ NT) JO SUMP PUMP i o � �• AIR Bu L'` � �' DISCH. PIPING 1 of INV. ELEV. OF IN- ' II L.A D 0 IE R� COMING LINES I► T5.5,3 8 DISCHARGE ••.� •�, 1 • K 8 SUC7ION 00 •• P �—' 3 NQTE= ANCHOR SUMP I tl D O' b�� LINE TO WET, WELL. •, 1 / .�1 a - 0 ap MECHANICAL JOINTS of tan i �>.,, 8" SUCTION LINE -, i t .. _~ /x 24'• GALV. AN ', SUCT.IO N A' 4, ` v M - d• : sV, , _ I BOLT WITH LOWER END ' p 8ENT 90° TO PAss STATION PLAN ELEV. '1r0. 53 p ' 'i• �Q UNDER REINFORCIN6 aTEEL NO SCAL E _'SAND PIT RANIt• , 0 d D •�� ` (,TYPICAL) .00 BACKFIL,L Qt P b`•Q r A� 'P 9 . 2_p • : T 4 SUMP 16 0 ID A. 4'a, - ,�► a "-:•4'a' E`INFOR IN•C~� a 5l"EEL. a I$ CTKS. q a :d,. A -0 ELEVATING BLOCKS -SEE MFRS. v a. o yq^ v f,;,EAC H ; WAY:. ,4 a wa.h�D j �._y INSTALLATION.'INSTRUCTIONS .. v ` . ` 4— jpEkFQifGBo, STfik``�. RODS JLPi' GJ A , a- a -.: 'a. +� . A c %4. GcRRVEL A- p , ^ �' a ' M V .. , , 4.e. .t� n. r NOTE— r, ...2•- 41�CFZ'ETE P,�►D� W�.�IQ .^,d i ESN S�GIIits-$,�TE,F . -�Sf�EMT:� ZS . 4 a ��� �, p •a �,d --d v `,. » �' �' 1. DRIVE SN�"ET/N4 BIND f'Ut1R 14'TH/CK CONCF'ETE SLAG. i6.x P6', • �_-� `�r v/6�x 26CONC"RE-TE a 5E'AL. �PO09F70 IN51DC Ot' °SfI£ET.� P'IL'ING 4 4 "" ° � �' .� ° q �y� E r IVY •4N0 WHA f' 'I` ca 4 4 L3 : t• r� '� •, c d A ,o a h s % L CR /� �� L f V A �-. .- ,v , r �A, 2. C<1CrL OF q REINFORCIN6� .,,TI_ �&"CAN CENT •,�S E:qG� Vr�1y A -� y ro �, - „ o .� -To 13E 1NsTAL!_ED ,ILL SIVES ;:IYG TO+'' Eso, 7�a•�l OF eC%I�CRFTE lo-WET W ELL & p L I F T-STATION 4 r• r A ,.0 „ �� �• `' "a ' a'' -� _ . �- ' + ilr w ^ c� ON S'L A3 TO PF TIED T O SEAS 5LAE A7 FOUR n ar• w+ r+' ,N 0 "'SC A�.E n ". �» "ram -, 1�' ` �. ��' �, �' ^ , ; CORNERS WIT H 'aQ REINFGRr:`INCc S'rc£L3. boom r , , , / . • 1. y / • , N+ 1 LOCATION PLAR NO SCALE Ml� .i I 1/- Ia - 69 ,. - f-L'E VA i ` A;DOEC : C '• C.RE) Z SE. A �+OCEJ n�; r�s /r a visE c cnT;otis �RJG , DATE NO... REVISION BY CITY =OF/A_UBURN, AUBURN' WASHINGTON• L. I./D. 219 SANITOY -.SEWER—LIFT STATION '4lst , "A°�' �ST. S.• : SE DESIGNED �, R. �(; APPROVED W. H. 0. SHEET It .,� '7 DRAWN �: �. 0. SCALh HO i . 1w �d �. a•.i�-� f - w CAetXED " J, A. K. DATE AU O. 28, 1968 . .. 1 }l 7 �'" '+ � +,.��,�.�., •yy,�� �'�• t1� jr� 1. . •1.� Vie* wr.'—Ms row..�.+r* ��*—Orr�yl��. �. y, j1 1.•' . � _.,�, 1•%`, , X.�y►—, f''• r'./.WS:B�r•�.�'Y•�•,,"7'47''i'/J..i•�1aiQiR.i�N.. 't [e .1TV1O���" ... ..... SA itii �.v.-.TT,•Ci iciA^'�".•