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Home My WebLink AboutzS-0077Set3 � a }� `�i.. y. J5. �, "! I i i I` I i A EXIST. 4" +\cam cr crnr, -mod„ _ 1�7 VOTE, q!_L EXIST NOTE= ALL EXIST. SURFACIN& MATC14 L!1i =,8 +S0 FROM STATION 2 +50 TO 8 +30 BLDG�12 EX'ISr-•9ERTIC TANK IS GONG., EXCEPT AS SHOW" - ' v s J - InT -K'_-- PT EIS } f b +a, ai a b`��" ' 8%4 WVS CO#dtS. 4' +85 ti -- R o �— - - -- p I r,,� y _ S " PZ` w r L { ®I ( } 5 3 s BLOC.* 13 E EXIST Fa' LIME fai 6• 43' e # I EXIST. 10" j EXIST. 3., ; 6 EK T.' 4 BLDG. # L �'� M MAT ` -; Lit E 2 -5C , , , ,.A "LtNE. SEE SHT.4 B A 11 h1 IST.$• e' 1�� - t EX ST. UTILITY TRENCi4 cLE . 3 TR,JNIK PL/)MI -- STA. 0 +00 TO STA. 8-30 I ' ' _ _ oi -- -- -- - RR. TRAICkS 1 1- f f; ! ! + + K KIST_ SROUtI. L t k ----- ------ ? -_ --7 -_., _ -- E - - - - - -- - - - - - -- - - - - -- COfJDUJT k ?---- - Lx��r ;P`�-t - _ f f -�— - -- - - EXIST. /14 "W I -- - - - - - - -- - - -_ - - -- - - - - -- - - -- - j �•OG -.0u *00 9 +3G 5 +0u 5.( u +u L) o+ v a MAIN TRUNK DROPILE — STA_ 0 +00 ,T STA. 8-x34 NOTE = ALL EXIZT.'SUf FACING : NOTE: C __' i --T. S.URFACIN6 FROM STATION 13+30.T0 15 +50 IS "p�rs6 i . /` 4{a i FROM STATIC ., ?3430 TO l3 +30 �/ .GRAVEL, EXCEPT A5 SH oWN 6• _Ne N ,r N/ 5 CON' SEE 5WT 4 E XIS P r [ i ST. CON CFTGHS EXIST UTILITY TRENCH °y ' I 1 1 i 1l�- iT8” o ' ' _ NOTE _ } I I MD AND IS _. U SEE SWEET 3 FOR. LIEGE i y jj u \ V + 3 p- My� p �c i' _ E!) M P 1+ EXIST. - Q =KIST. .4"-- / q o�.T. 9 157.8 "J 18rJ2 L1 I— �+ a " CONC. FTGa L d i 1.. -• 3 O - I. _• _. --'. I7 C.a [j - t 1._ 4l!-® •.. ' i W L 3 a -' 1 _. } _ w -p- w - "EXIST, CONC. FT Q� ❑ EXIST: A.C. St9�CING i Z E 31 n EXIST 2" , 1904 pf 6 It _ BLDG I ! BLDG o f - v I -- - T. E3 �A. .2 EXIST 1�; _ :I._i. I " t =. I $ �, ELEV. 32.43• 60-1 NAIL, =3 3 t t 3. r ®:GO { j ION EAST SIDE OF POWER: %00 N v EKIST.- co _ tt' t 6 , %GO I rxOi 2' = ABOVE GFZOUNO. SEXIST.3 5:)RFACii�t£r g„ BLGG. CJ EMS,.4 1 =ki5T. a "- r, ' C LkE. SEE 54-17 4 r MAIN TP,UNK PLAN— STA. 8+30 TO STA. 15 +50 ¢ a "�'NE. sEE sHr s nnATC�! NE; � +30 k 1 T- — .EXIST. NC. SLAB _ o , A LT 2 E'AIST. RR. RACKS m O O 1 ` EXl T. CONE F � EIGFST. E • _ Icy f T O( R AC ° —h EXIST, -3 a '� q S rr; VI 2 m A , 3 Y LINE 4 p If — - - -- * A ac - -- -- — — - - - - - -+ - - - -- -- �' ° — - -- �``� — - -- o -- 30 -- - 5 -77 of j EXIST. 6 "w - - - -- - -- - -- — - - - - -- — a EXIST. c;174,�w EXIST.6:,w — .A —1 - -j _ ( E'a ,RIO - -- — - -- EXIST• 8 W Sf. 3 . € 1ST. 4" VJ I Exl5T. UTILIT J EXIST.! W - =yUS . 21" 55 EXIST. FIRE w ani�' Na REYrsiOro str I WI TRENCH _ ALARM CONDUIT F�(ISrC41dC EXIST /8 "Sst —.- " FXtST. 8 „W EXJST. 6'5S PIERS ,3 �� 1 q Q V EXIST.3 W _ _ r8” DR P CONN. FOFZ N e "WWaW f i _" UN SEE BHT. 4 „ EXIST ?�R S 25 QROP C H } ^25� v. . FOR D' LINE. ►pESUnaa,oeeaa+ swrnEwAtan 5EE SIX ( I L PACIFIC CAR FOUNDIR SEWAGE C:OLI:E,CTION SYSTEM ,. .i ;: w.. f - 8 " -5 =0, 1 ' RENTON , WAS HI MAIN TR UNKLINE LINE. SEE SHT. d LI _ 20 STA. 0f 00 TO h I A'1J G• i T•- Qn H ti - ap -;n 3.CAC 10 +CC i I +GO 12.00 13 *00 .✓ i�€+C?D :.t5 }Oq t� ° 'v OISNIM0 Ey P APPROVED 9Y Ta tw II T !T sfd KAl� AA XAUI °s30'FI YR f s3' PERT. MAIN TPct.�NK PROFIT E — STA..8 +30 10 STA. 15 *_50 -- CHECKEC Al A DATE 9-11 aIE 62- 5'- 2 A i B c.: <�3 41; a _ d0 ;. ,I.a, I+3 4 1'I.j 1; 1111 !:141.,.1, I,.11I, i, I,4 „I..,1a ,;�1, I, I,i,I. r "E5 1 2 5 5 y i r ,I I i i i i i I 2 RR TRACK W/ SEWER LINE. X -ING ' GENERAL NOTES 1'I L ALL GRAVTY SEWER LINES SHALL RE EXTRA STRENGTH, NONFiEINFDRCEO CONCRETE SEWER PIPE CONFORMING IT) ASTM DESIGNATION C- 14,UNLE55 OTHERWISE SHOWN. * 2 ALL CAST IRON PIPE AND FITTINGS SHALL BE CLASS 100,THICTCk I. GLASS 22, CON FORM IWG TO AMERICAN STANDARD A-- 21.60R A -21 AND SHALL BE FURNISHED WITH EITHER MECHANICAL BOLTED `f.'Y.�' .:JOINTS, OR SLIP- ON-RUBBER RING GASKET TYPE JOINTS P1PF. FITTINGS SHALL BE BITUMINOUS COATIED AND 7,EMENT MORTpi$' LINED. CEMENT MORTAR LINING SHALL CONFORM TO AMERMAN STANDARD A -21.4. }li 1ALLCLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH OETAIL 4.ALL ELEVATIONS ARE 3ASrD ON MEAN SEA LLVEL(us.6 "G•S, UATURlTi929 Ijf41 STHE CONTRACTOR WILL CONDUCT HIS WORK ON A SCHEDULE' AND IN SUCI�YA �! MANNER T'H'AI INTERFERENCE WITH THE OPERATION OF T4,E OWNERSi.PLA1 WILL BE KEPT AT A MINIIvIUM• THE SCHEDULE AND MANNER IN WHICH CONTRACTOR WISHER TO CONDUCT HIS WORK �MUST BE APRROYEG BYTE *e r OWNER: BEFURE.WORK IS STARTED ON THIS CONTRACT k= X Ml RAILROAD X IN'�3 SHAL< HE CONSTRUCTED 1N ACCORDANCE 19,00 7 EXP.MPLE OF DETAIL NUMBERING SYS7E.M: DETAIL NUMBER , MAIN TRUNK PROFIt.MTR15+50T0STA.I1M1 DETAILIHT,NO,ONWHIC14 D L49• 8-.ALL DROP CONNECTIONS SHALL BE IN ACCORDANCE WITH DETAI l -- - — - - - 9. ALLTRENCHING, BEDDING, COMPACTION, AND RESURFACIFM SHI�tLy 4w BE IN ACCORDANCE WF1 H DETAIL 10. ALL MANHOLES SHALL BE IN ACCOR ANCE WITH DETAIL NOTE; ALL EXIST SURFACING FOR ,•• ELEVATIONS LOCATIONS CF EXISTING UTIt_ITIES LIFT STATION SEE NTS.7C8 IMATE ONLY ADDITIONAL UTILITIES MAY COU ' #� FORCE MAIN IS ASPHALT. CONC, UTI ' ES Y BE EN NTERED, rl' (MAIN TRUNK EXCEPT AS SHOWN DURING CONSTRUCTION, 12. ALL GRAVITY SEWER LINE SHALL' 13E TESTED IN ACCORD AI, c 4M LINE SEE AI3UVE i EX197 v g; CONCRETE PRODUCTS ASSOCIATION OF WASHINGTOWS° LyEAiC '� I7 CULV TESTING; OF RUBBER GASKETED SEWERS ;ADOPTED.,7Y 1 ALLTE-THATTHE CONTRACTOR SHALL BEAR THFr CG5T4F1 EXCEPT STING. EXIST. ,RAVEL i F.XISEC,ATE -a- I � .ALL PRESSURE SEWER LIN DGTO•,� HSl� � u � - - -- " If 13 STATIC. PRESSURE OF 150 PSI �p WITH NO _ PRESSURE. OF SUCH TESTS SHALL BE BORNE I,OS . - EXIST. 24 R JECTE 6 AS ELBOWS FORCE MAIN FORCE MAIN BY THE t $w p �, �� X -^•� -� �- -�-- --- -- - -- - -.� ��j - -- y -5 - -- CONTRACTOR. AND PLUG ALL SEPTIC TANK DISCHARGE Aq� e _.. _..� e TOR. EXIST. ?7- 4 "_ _ _ _ 5 (4' EXIST. SANITARY CONNIECTIONS TO TORM SEWERS. AND A -W - - - - --, - -W - -- g- __ -y_ - -_ 5 ---- yy---- _-- �y- EX13T.8 " - - -- - - - -- - -- 5 - - - -i 15' PROVIDE CONC. THRUST BLOCK AT ALL FORCE MAIN, BENDS.(�C.Y;t��L EXI9T, TBM ELEV 21.99 WEST RIM OF MH. a i Igtuw. PLAN —FORCE .MAIN � 30 _ t C B G D - GROUND LINE - NOTE: ALL 31JRFACINi, FROM - EXIST FENCE 80 AS EXIST. PLANKING !SURFACING STA. 1550 T019 +44 19 GRAVEL EXCEPT AS SHOWN LIFT SiA'IUN SEE SHTS7(8 �. C k' • LEGEND SANITARY SEWER -THIS CONTRACT 6�6- Efy'�. 1.1CT1 �:IN' 'I. !:'.i �' %0/ SEE DETAI I roy� /4 -•v = •••:•' - - �j FORCE MAIN - THIS CQt�T °.P.0 ?-- -c ^mn�T MH "I a w MANHOLE, WITH NUMBER a STATIONING THIS CONTRACT �'o•oo pP \� p r� \, CLEANOU -F -THIS CONTRACT SANITARY SEWER-EXISTING • G.O. --- S-.- -- r DATE 7- - •-° --- :-: —REVISION. EX19T Q4 »' STORM -5S - -• 1 JUMP TBM. ELEV. 27.89 WEST RIM OF MJ1. SEWER- EXISTING WATER LINE- EXISTING - - -• -- -w- -- ,� t •,?� Sys 4 uE �. LINE SEE SHT,S� � MANHOLE- EXISTING VALVE SOX- EXISTING ❑ 0' ❑ V B, '* EXIST$ pp SEWAGE COLLiGT'ION SYSTEM NTO �.. 1 l .D . r �4' r t w as +f S r 1 r 1 CULVERT PIPE - EXISTING FIRE HYDRANT-EXISTING - e ti __.OJ_t:__--___ y I C' EX .; r FO • C �S CE MAIN SHALL Sl PE IN THIS DIRE _" CATCH BASIN -EXISTING a CD O M , II POWER POLE W1 GUY- EXISTING O —� MAIN TRUNK PLAN-STA.15 +50 10 STA.19i41 — — — TEMPORARY BENCH MARK TBM RR TRACK W/ SEWER LINE. X -ING ' GENERAL NOTES 1'I L ALL GRAVTY SEWER LINES SHALL RE EXTRA STRENGTH, NONFiEINFDRCEO CONCRETE SEWER PIPE CONFORMING IT) ASTM DESIGNATION C- 14,UNLE55 OTHERWISE SHOWN. * 2 ALL CAST IRON PIPE AND FITTINGS SHALL BE CLASS 100,THICTCk I. GLASS 22, CON FORM IWG TO AMERICAN STANDARD A-- 21.60R A -21 AND SHALL BE FURNISHED WITH EITHER MECHANICAL BOLTED `f.'Y.�' .:JOINTS, OR SLIP- ON-RUBBER RING GASKET TYPE JOINTS P1PF. FITTINGS SHALL BE BITUMINOUS COATIED AND 7,EMENT MORTpi$' LINED. CEMENT MORTAR LINING SHALL CONFORM TO AMERMAN STANDARD A -21.4. }li 1ALLCLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH OETAIL 4.ALL ELEVATIONS ARE 3ASrD ON MEAN SEA LLVEL(us.6 "G•S, UATURlTi929 Ijf41 STHE CONTRACTOR WILL CONDUCT HIS WORK ON A SCHEDULE' AND IN SUCI�YA �! MANNER T'H'AI INTERFERENCE WITH THE OPERATION OF T4,E OWNERSi.PLA1 WILL BE KEPT AT A MINIIvIUM• THE SCHEDULE AND MANNER IN WHICH CONTRACTOR WISHER TO CONDUCT HIS WORK �MUST BE APRROYEG BYTE *e r OWNER: BEFURE.WORK IS STARTED ON THIS CONTRACT k= X Ml RAILROAD X IN'�3 SHAL< HE CONSTRUCTED 1N ACCORDANCE 19,00 7 EXP.MPLE OF DETAIL NUMBERING SYS7E.M: DETAIL NUMBER , MAIN TRUNK PROFIt.MTR15+50T0STA.I1M1 DETAILIHT,NO,ONWHIC14 D L49• 8-.ALL DROP CONNECTIONS SHALL BE IN ACCORDANCE WITH DETAI l -- - — - - - 9. ALLTRENCHING, BEDDING, COMPACTION, AND RESURFACIFM SHI�tLy 4w BE IN ACCORDANCE WF1 H DETAIL 10. ALL MANHOLES SHALL BE IN ACCOR ANCE WITH DETAIL NOTE; ALL EXIST SURFACING FOR ,•• ELEVATIONS LOCATIONS CF EXISTING UTIt_ITIES LIFT STATION SEE NTS.7C8 IMATE ONLY ADDITIONAL UTILITIES MAY COU ' #� FORCE MAIN IS ASPHALT. CONC, UTI ' ES Y BE EN NTERED, rl' (MAIN TRUNK EXCEPT AS SHOWN DURING CONSTRUCTION, 12. ALL GRAVITY SEWER LINE SHALL' 13E TESTED IN ACCORD AI, c 4M LINE SEE AI3UVE i EX197 v g; CONCRETE PRODUCTS ASSOCIATION OF WASHINGTOWS° LyEAiC '� I7 CULV TESTING; OF RUBBER GASKETED SEWERS ;ADOPTED.,7Y 1 ALLTE-THATTHE CONTRACTOR SHALL BEAR THFr CG5T4F1 EXCEPT STING. EXIST. ,RAVEL i F.XISEC,ATE -a- I � .ALL PRESSURE SEWER LIN DGTO•,� HSl� � u � - - -- " If 13 STATIC. PRESSURE OF 150 PSI �p WITH NO _ PRESSURE. OF SUCH TESTS SHALL BE BORNE I,OS . - EXIST. 24 R JECTE 6 AS ELBOWS FORCE MAIN FORCE MAIN BY THE t $w p �, �� X -^•� -� �- -�-- --- -- - -- - -.� ��j - -- y -5 - -- CONTRACTOR. AND PLUG ALL SEPTIC TANK DISCHARGE Aq� e _.. _..� e TOR. EXIST. ?7- 4 "_ _ _ _ 5 (4' EXIST. SANITARY CONNIECTIONS TO TORM SEWERS. AND A -W - - - - --, - -W - -- g- __ -y_ - -_ 5 ---- yy---- _-- �y- EX13T.8 " - - -- - - - -- - -- 5 - - - -i 15' PROVIDE CONC. THRUST BLOCK AT ALL FORCE MAIN, BENDS.(�C.Y;t��L EXI9T, TBM ELEV 21.99 WEST RIM OF MH. a i Igtuw. PLAN —FORCE .MAIN � 30 _ t C < XIST RRTRACM EXI - GROUND LINE - a 80 AS 6�6- Efy'�. 25 I u�.► EXIST i� ULV. w 5 -7T 1 DATE 7- - •-° --- :-: —REVISION. EX19T Q4 »' Z3 1 JUMP _ raRn�wa ou•oH sEAT►U4 w�. � 'i PACIFIC CAR a FOUNDRY -CO.,= - -- - �. pp SEWAGE COLLiGT'ION SYSTEM NTO �.. 1 l .D . r �4' r t w as +f S r 1 r 1 R E 0 W WASHINATdN MAIN TRUNK LINE- STS. 15+50 __.OJ_t:__--___ y I C' EX .; r FO • C �S CE MAIN SHALL Sl PE IN THIS DIRE _" ION _ II - FJGTFF - - -- — — — p «o0 2+G 0 3+00 ( +00 4, w� a T4'ONk .P DESOM 01' APPROVED BY alroEr OP r,. PROFILE-FORGE MAIN `11••,•,•°� DRAWN 'RB ScAu1 "- 30'woR.I•s'vERT, 3 �y I _ CHECKED. WA DATE - - - -8 - `+ sI�I� {�I�sl�l��I�s�� ° ,, AS 6�6- Efy'�. DATE y1Y Y 5 -7T 1 DATE 7- - •-° --- :-: —REVISION. .I 311"M 1 JUMP _ raRn�wa ou•oH sEAT►U4 w�. � 'i PACIFIC CAR a FOUNDRY -CO.,= �. pp SEWAGE COLLiGT'ION SYSTEM NTO �.. 1 l .D . r �4' r t w as +f S r 1 r 1 R E 0 W WASHINATdN MAIN TRUNK LINE- STS. 15+50 TO STA 19 +44 & FORCE MAIN p «o0 2+G 0 3+00 ( +00 4, w� a T4'ONk .P DESOM 01' APPROVED BY alroEr OP r,. PROFILE-FORGE MAIN `11••,•,•°� DRAWN 'RB ScAu1 "- 30'woR.I•s'vERT, 3 �y I _ CHECKED. WA DATE - - - -8 - `+ sI�I� {�I�sl�l��I�s�� ° 1 t I I i i i 2 i i j g a NTTE ALEEX'1T SURFACING FROM SIA A000 E1; 6 S N ;T i;! TO ALSO IS CONC. EXCEPT AS SHOOK ` �_ NOTE: EY1ST. SURFACINiiFROM 57A.A1 >50 i EXIST CONG. SURFACING`_ +, -5 EXt37 d fRQ 111W T6 llOPJl SEiYER � TU �IFiAl•CO 13 GRAVEL EXCEPT AS SIi9WN L 1x52 V USLSEE DEir,! LX ;TT GRAVEL i ! n H� � Alk • r ('JR COtvN IN D!D.t2 j ,. ! �- I� rnt�N Tn alcT �` UcE ! . I .. - OLDG. ! � -_ -- t E , , ! 4RCDNN ! �. `_;liST 4� _ ., ..,...N , -u .. _ f _ ' SAME SLOG;. AS EXIST '.' r` t z i . WPC � � , (•NN.�O Mii. i . l • - /' c ,I __G 12 I t T2 - ! EXIST. PLANKINGf f c +nG z _ rc to '-�-- ! < Si' I '.r C S P t Ty L' t 4 EXIST.'AG SURFACING � ' I { }- fr,7. -`- : ;_ ,% Ll.iii'!:• ¢� �l._t }.+ -f- -!_.;� 1___,_< tt r'- w.{ -f.._ r ir_i... - - Y -j-i.� q LL W y L C T GsZ Z 'EXIST. RR SWITCH L 7� - EXIST �" _ ^ I .-} - as �- =% s /' i EXIST FME t2= r NOTE: ALL EXIST 9JRFACING o ! PLAN - .,A LINE EXIST. FEN, E! FROM-S(AA7,00TOA8452 IS �0 1 GRAVEL, EXCEPT AS S14OWN a CEXIST RR TRACKS - - - - - - NE _. - a . - - ,. EXIST ,,20JN L; : 5. RR I RACY s s - -- - cc t t'w ! [ EXIST 8 Ss i ,vEx15T 6" OOO EXIST 8 SS 4 1 EXIST 8 Yd ` - -- EXM z'W i i -_ - -- - - - TYD-t ! a "CONN. TO E X!5:4 °S. X004 -- -- •° - - g'MAIN TRUNK Uht i r7 SEE S1-11-2 ALSO 4 _ s 37 - - -- - - - - -- - -- - - - -- DROPCONN FORS A 000 f NOTE: ALL EXIST 5ijRrArING FP3N '119�ry` SiA. L-i0.00 TO 4I,U0 IS CONC. LACE Ill AS SHOWN i BLD08 EXIST 4' �z I EX!ST :,Ep'IC 7" -- o' t TO _ r T 4" CONTRACTOR SAkLL FILL !N r SEF711C_ TANK WITH APPROVED MATERIAL — — A 1.00 A2 +00 , A 3 +00 A4 +00 A5+00 A'--00 A1+00 A 8 +00 PROFILE -W LINE - o° n, j y M? �AIM: � Al-1 i. -EXIST 'nrI:=Nr G dTlE" Aii EX -ST SURFACING d r z FROM _ ST,� 31.00 TO STA 2 +51 EXIST COW Fuss. -�- - IS CONC. EXCEPT AS SHOWN Z _ p +� EXIST4' �T_ _X>sr E NOT — : f ELEY 032.43 G04NAIlCON EifS 4�- SEE SHEET 3 FOR LEGEND F POLE s, -. ,,; �X js 3LL�G. `i{ 2A8QYE 6R1)UPNp I�CtxY -'Y Bt .FSSi E` D6sfING' SEPTIC TAidCS D GENERAL_ NOTES- 10, -_. , r AN 1 ;l < ;v T iw EXISPf EXISTS ! ^� i•0 -1104 y r -° L., 38 EXIST. C M -�r- /� , EXIST 43 yr � :MAIN TRUNK LINE EOST�.=- --� -- £ "r- -`-6=- =mss - -'� EST � 1EXISI SEPTIC Tf1eiK „ ! SFE `;EFT 2 � tt . .3T - �8.4NAE COtiN Rl �XIF KIhM., ' 1` % �. _ _ `f. a f ! EXISTS" 0.98 EXIST GRAVEL SUxFA . w� L s EX SE ti� �{ yam; - EXIST. i s 1,ST, UTI ITY TREN'_H / , (�� i i ? Fr 8'- S= 00.14- P,4 d VE COt a EXl_[ 4" - 2,:4 Wt;'E CORN ;'� cX'�, sue' EXIS, GRIWIL SEE $r1E� e . � '8• . -. E 4 PLAN �B+ LINE PI ANi'C 1 IhlE - -� Z _ � EX +S; > 4� Cry � EXIST GROUN — -- LINE-, of - - -� - -- OG - �- - - --- - -� - -- - - - -_ - CIS - EXISTSEFM i- YS na I DU SRO: Ise - - - - - - - _ - - - -- - - -- -- - - -- -- - .. - - - - - - - -- FXt T A "S 1 [ L E r !:T SEA 0E i A�.L� -� (6 4 WC CnNP1TOLX!S' g-" 3 °G.U04 s EJ ST 1° t ---Itltlt I 8° -S f -PC "ikC-; I ST.�W I ' 1 + 0.004 EXIST i'W nr - EX15T. 2=6_WJI _ _- -_ i EXIST; W . - �.._- ... - � i • - - - - -- - - - -- - � -- . - - - - - - - - -- - i EXFS : I",(, - S=0.09 - -- ; _ /_. V_ CLEANOUT SEE E ETAfi 6 -- - 8 =4 W ! CONN. TO XMT fS 0+� 25', i 1 8't0 MN "/ I I _ w'. _ ^p 8'MA!N TRUNK Lit SEE SHL E cc - - .-. �7, ,. N B i'!Jt,J .. Q 1 +00 Q :. l.�Ytl1J L:yPJ 0�9�C.girR`% a " Sa :QdLat t� ' oesxam D P APPROVED PROFILE -'B LINE PRO iLE_7 C. INN Re SCALE 1. s0'140R,, I °- VAW�r,. a P 3 WA wre6ikG &I EuE62 A - -- -- B — -- C _ Fltl,.a �f20t�N0 :,If'IEF ��« Mat. a_LE FRAME WITH ` TO rLOAT (O\ EF' -US 6AlJV FRAME, WIbTN CARIES U ITN s RIPE AS :MOWN ON PiN PIPS DIA. �cc r.nrc x cnu_ I A - . �. 1.. i - ; PLAiv 6. P8'G'��Jt=1:.0 __ /STD. •'}£� PREi<,aST r; OFD N'AN-. 'ti• _ ,I :.11N. !�N��ESS -- - — �•,y -;'` „o oiicrr- ��ii•i� --�N R 1,._ ,M -- -- --- - ....�_ —. — �,\, _ - - -•- _ _.., C / II c. b U 5C. NOTED MC kT "AR CAM __ _ 1 . i d SEE T4'PIC .�4 r-C. FLAT S_Ae FOR. INVERT TO J" h -43" M NHOt_E 2" THIck" r 3 O CRI�W�! ELEVS. S1 MAN ( ! r y , P C2 SEE Iv OTETp- A CKFILL E " S, - P ANSITC N T O BEEQUAL � TO C'OMPACTE q F OLE �JTI - GUR LONG. ,CT!ON (`TEPS NOT SNOWIN) PILL OR 01_ISINAL J8 PR✓ A r. M11`�. CON -` O. U. V ART, =R S= 1' /FT'(TVP/ ! \ } 12" MAX" a 12 MAX. c CRFTa C( ?V d 6" MIN. COVER I ti: rar )r: TC '• jTAL ,' — PCRTaF'. FI!,L CROWN t ,VS. i .iY C ITIAL Ez.AC FI K U., f -SAME :.SIZE & TYPE `, SEE NOTE, I i A T T, .:E T1 C3F EQLIr�L- �.a C PT GILINERr , IE AS Srv0'lJN ON ?d { • A('.' Z� • •F --MIN. T It.: F - '-( _ P:.AN, F<.7FI 6 I T Y r I.. � BEDUIN& IVPArF.R.IAL r.� 6-. �otisrF �,,,: r -' I>; .� v • , 'h C• ' x IN !'\.` A 0AT_I N I1V- SHIT FGET� c L J TS �.TAt�Gi�RD \�- �•�NN._.0 I.y _ .A.�NINGTON L`_.I;�N .� T I`v o ��. ATE, L r r • ko TION 102 UN_E.`_'S _)TNEk.JJl , T IN WkTAR �_ I_ - ' i L _ TYPICAL 48" MANI-IOL,E DETAIL O uGTES: L BEDDING A1vD INIT AI bACKFILI. S ,�L_:. 3 ,f -N 4" MIN'J:: SCALE _- 1 =I -0' GFAVEL FREE FROM FORElrfN VATE.P_IAI r.A +FD iN LAYZp_ LI eXCE.ED'NG C-6 ", AND �tEC( AN "ALLY :.Jvt t,._ ^,D TO AT S -c.c2� _ M r ,• LEAST 95q OF MAY•'M +JM DPY Di \�tTY HT PTIMUM - -- OtSTC'2E CONTENT AS '`Wrc M,\EE' PV STA''.UA2D 7 PFLOCTO:� C�'T.MPACTLOK: Tc.ST ASTM - i'ION D 598. g - -.. DESK N� tt '' ugs�QuEntr B _ " - . NOTE 'EXIST. SIURFAC- Ft2OM R06rS, OI�C , OZ -- GANIG NAl F,R'AL, TPASN, MVD,/�M �C AI•FRC>2EN 1' EYiST. cF?JLJSC J.N 5' ':J° MIN. +[ O( IE * I}J IS CONC. gAtEPIAL., OR STONE`S r-!A'Y1r G A MAXIMUM OIMFNSION �RFATER' -T - - - 3T 5-0 p I -K)ST. FEh10E C' THQril 6,:, THE SUSSE.QUENT BACK_FIL LL: IBPA -'_, t,E, MADE IN r= 1t� MANHO�� " M,I .. ' —._. ST.,GR,�UIV LINE 6 LA !SRS DFnAPPRO)C: 3 ' � LOOSE nF -PTI•a AND AC.H LAY R_ it, EX L L '^.,, .OMPA.-Tcl , TO AT LEAST 95% OF MAkIMUM DRY .. \ S! ALL g------ - -_ - - -� „� DENSITY ATOPry'400 I >MQISTVRE O LATENT AS E) TEP_MINED BY F.X A•JAT101 . / ��l /� # LIMIT / —' - -- fC \ .; S ANOARU PJc60TUR: COLA PACTI�N, T�$T''ASTM DESIGNATION FXc AVFTi01� /g \ C'6#9y FKCEPI`° THE TOP T�A1Ci FEET. SHALL E;E JO PACTE0 I�i \�i LIMIT .Y I;:, IT IS IMPRACTICAL, r i' O rp 1,,00% OF MAxlMUwr O(RY.DENSITY. TO 98TAII,; THL,,REQIJIRED COMPACTION"AN' D=t,SITY UT1-• `� `EKISY�i ". ;4f I ZKIG THE FX,CAVATED MATERIALS, DUE l'O EXCtS51•J>✓ h/IC'I�F"t)PF_ >R QTHFP_ AG'.,FP45F :0NDIrIONS(TI- E, COtwTV2ACTC�.' r�}A�! IMPORT WEhL, GPl 'E�^ F >IT -RtJll GPAVEL WITH ALV — — MATERIAL •PASS(raG A Z' I�,-_ti 5 . VE,' OR. _ rF+E °ChED;.):,E ?D ST = --1. PIPE �:.OPE AS SHOWN ON PLAN_} PROFk4t #. A '- EC�TABLE T(� THE I C- I \_.,C.t __G .e t_ A E CAL, CG,SILG JJITk�I _; •.E C:�AT K^PPIrRS BLCXs •� �` ,�' f ` I i M T �.LlhiERE D:t}l i ^t2'A;cc:A�.TIC Lot+1rpaorF_ 5,k_.�,GIf�G EXISTS ND %^, "P AP- s ^VFD F^' ('•I o i i TLfE, ONTf�. c ^TO, (F-1F : NG WITH � F.N , - NEW CE.EAA r r ss \ + TH= SAME 'JATERIAI = THE •THI K'..E,36 ,',ND T'O THE �I \ . _ . o - c. c 1 c, m BLDG. *t 2/b N sc� E,XIST SC.fv15`Co�P,L'E_ A5 THE E T. UC.Fr3A cV C .!'1 ll0'. RETE ANC1 K ?' "` T_ • l \1 _,rF_ Tr._ -1 .T .� F F.F *J Ef: .'_ A ` ( Al_ r IS 1 A5F iHL ll� QhtCRrTE ARr_.AJ laLl_ E' PFc.,.. ED WITH A -,_ ca' SE'JJFF_ PI Pt- W THAT TI-:E Ex ,''J( TI: "'tv : IMITS _ ^F TtiF, T)!O Tr- a w Wti.,;,, NOT °AS . " JUr' E'OF I ' MiN'J5 CR.J:,> IE D 4ZJC� 'Lc 4" MINIMUM - r —r1 \ C %r pp ".1T X'a]'J�TI'�N c�ET'1JFF.,N T .. 1:.K:C , '1h: C,: �Tlt 'JOLJS _: _ .._ J T� 11C% NESS V1NEh COMl- CTF_D 7CJ 100' %' Oc �/?a C'MJM .DfZY [0 1 , ._ Q =,Slhv ' • _ 1:. TALL _FD FF< ;IS TI,F DEN.StT',' ATOFTCMUM sC.ai F C'7N'cf�T ..� LE:.E; MINEp wpx>,r TION LIMIT ,JF :-+-E Ti<.i _'. C T,'} T-r,E ',.: iT IDE. E Cc F1 JATi �N BY STS ,. L'' P2t1i TC ? i �v I- a ON TL-,6T :=ate i iV, D -P SiZ - „. D 695. A'..., CM OE Lar EAS &HALL 6±i 5U4.iACE.0 y, � IMIT OF TNE. ,7THEf-� TF•( -aC'<: UJIiF +..�.;T DI_TCJF -BIV� THE, NAT:("�!h F',IKE+. Fv- T'J!cEN THE TFcACKS• WiTi-1 A W,lIvIM+>M CF .d'' C7F 1•�' MihJS CFL`.I�t cD ROGK COM \, TCD TJ i•`h^?. OF- N1::NX. t,!UM DF2V DEN-al,rY ANL' MATCH - IN'a T }-:c GRADE OF TI-+E = X'ISTINi� GR7'.• I TYPICAL AI!Jar1 k 1' L T"IL , (?� a NO' c.•:ALE < # T�!PiCA `f P1 { BED t)IN'G DETAIL d SEWER CONNECTION TO. BLDG. 24 DETAIL � NO SCL c J Ic 1 ✓INE NOTE: EXIST. FLOOR - SURFACING SCALE I " =20' IS CONC. 2,. - EXI:.,T. LAVATOPV Fmk -emu .1 ',F.NCD, _15E. CA::T IRON VAT" u11TH L:JNCi -I - C )T E11ST_ o'; T -'� jE(•°TIC 1 AS BUILT I-'. , - 4J. c. tP 3526 'R E^I>A'�? r2GOP�l ABOVE TANK & MAKE 6',_ONN. TO ) CKIST. UI.IUSED 6„ _ TIC TANK . EXIST SEP ' -I assail' -E ".w• _ out..... `�.._.�.�........_ � FROM LAVATORY — — - 5 -77 - -- - \.JJT' TC t! 4)8 .! NOT IN USE —I -- -- — - o- . ;: DATE NO.. REVISION MIN R 1�IOM��O�� ` x aaiw+o, MWN � WA$1041Qw� : PACIFIC CAIN ',B FOUNDRY CQ SEWAGE COLLECTION SYSTEM RENTON:' WASHINGTON EV)LR. CON \,�C",ON IN SIL,- 61-DG. r�l DkTAI� _ EWER LINE DETAILS S s_aLE I ° =1o' � DESIGNED DP APPROVED BY SHEET OW DRAWN AA _._:., scALE AS SHOWN A ® . `. I CHECKED® ADATE 9 -V1 °°. �E 11 -4-10 's�l:r'I''a� If I A f� Z 1 A - 9, - I � F p , BASIN G0VERCJk2 RING. SEE CETA.iL' /T d' f4' i4 3TRLET NOTES: f ± r -� !.CONCRETE SHALL LIE READY MIX .YIELDING A MINIMUM + EXIST ,T�JCE \ # CO.MPRFSSIVE S RENGTH OF 3,000 PSI.IN 2.$ DAYS AND ` 1 I y 4 I a\ a SHALL CONTAIN NOT LESS THAN 6 SACK$ OF CEMENT I J PER CU610 %ARD. MAX WA—ER 1I L rIL 1,VIV I LIV I ZrIALL at W UML3, - A� ®s ®" ® �• ®� %SAC; OF CEMENT. SLUMP SHALL BE WITHIN THE: RANuE OF 2 'i0 4. EAiX PROPORTIONS SHALL BE APPROX. I P& AT M - 4 °FORCE,MAM CEMENT TO 2 PANTS DAMP SAND TO THREE PANTS DAPAP A --Ll.FT STATION _ SEE SHE1 T3 k GRAVEL. MAX AGOREGATE SIZE SHALL BE 177.' • -. _.._ - - _ _._ - 4 NNE E'Si JX ?G" I ; 2. PcINFC)RCING STEEL �aaIALL HAVE L41 fs` QOC3w T if i -- II':. j 1 iA6E ARC - '4" W1�TEB tSG 'SY OWTFFR ! 3. PAINTING SHALJ BE AS FOLLOWS' "4 @ i6 , y LOW' DE s� �! 'S @ �3 tN. L04E E t°�' b4� �. �,.— - -.-'v , ` 40'0 " - - - - -- - -- ri EXTERIOR CONCRETE I PELOdtt rR LLE COATS INi RThL_ 1,1(17 r 1 12 G -I. PIPE r'�fOts& V AE3C31/E GRADE 2 vOATS °ETLUYrl1L _� ?' o^r 4"4 fi I FfiRSHALL ELU#1 =TC i \ 1 EXIST RR TRACK: INTERIOR CONCRETE I (? a l'a Z raE A ,s C 1 MDSCATOR- 70TAt._tZEiE > Fl-OAT HELL DRAIN 3-4 v SUBMERGED 2 COATS INERTOL STANDAR j "i @ •,I IN -ZON =_ D FLOAT' WELL. hlM. .ING IkRAUKLE e ii S I w NOT SUBMERGED - 2 COATS R MUC UTI UW 4@ II IN ZONE E +I SEE` EETAI I of a I COATING �i COAT RA.MUC I ' i 4@ 14 IN ZONE D I• .[' -IO� ti<4 UTILITY ENAMEL ; 7A4 I I 4 @[1IPJ LONG ,}�1?`i,;- U.R(TYP.UNLESS FLOOR 3COM RAMUG RDORQ* (5-'4 1!} MAV7DWlSF SWOWN) FERROUS METALS 'I COAT RDS INRiBITIVE PRI4 .R_ 81 4 A l I �"4!` Ib 1N ZO'•:E A '9 'I_ IN. LChsE A G C E ° iY ° 4 @ 14 IN ZONE 8 4 @_ 12 IN ZONE- G 4• -,U• I.0 PIPE SLEEVES FOR ALUM. LADDER SEC DEfAiL �3 DISCHARGE_ P!IP'.NG SE BON � -C SCALE: '12'= 1-0- t•l'iLN Cam.. - 3 A • 2 OF C0.2$`MFI GCVER £ RAMz Ni I" j � OF W. 24'M. COVER 6' ID. FIPE SLCEVE FOR ,� COVER SEE DETRCL 604 7'1 4V FlA COkE -R EQ•nL. I' i - 4 8 FACE (FRAME irC15T37 Wi FLAT 4° _VENT PIPE - G-4 TOPFACE r 7 ".. j AS SH0v4N COVER'OR EQUAL.. 9 °OPENING FOR _. AS4i#?IfiiN WALL EXHAUSTER i' -I � 2 O' � BEND LAG: +kRAIL o - _ 45 -TU MEET fi �j ii t � TI t M ZONE A _ - - - - ;EXIST 1 i{•� PROV1i�E HANDLE FROP(I Q, 10, -.- ji i �� .5.. zs • i� * i Y 3lEEE I� t ! r E F E ` i BAR 1i FROM EPCH rc c iviR 3 " i �.4 - EX1?T. GROUND .. 1. G OUND LINE °.a - PIPE I 1� i C ! I LINE' I G. iFOR 6¢VENT F4Pcj a s S,YCIPENING ' ; ji 1 e= EPXO WELD TO GUV> j • I, \ t .�SOLT.. 3 REQQ 1 - C FOR WALL EXHAUSTER 1 SIDE 1 C i 1 ' I 1 Al JAi LADDER 1 RUNGS j E 1 �+ `w`^ I \4 4 10 ZONE B ;' 1 CD s A ICO "AS SH ^' N er . f i SEE DETAi I I f a 1 - 1•_ - 1 - r sQ CiARLOnic }..= $ASII.! COVER CURB _ 3- 4 - CrTYP rr �jy RING. SEE DETAIL 1 t"4' $ R'J3BER GASKET i- �a j� , t1 4+4 '� — /'�"°+ -_— _ TOP Fr E 1 , ; ce T4PFACE 7' ! } 5 4 ' (4+••I `1F _ , r - . ..JYZX 4G.T;.'. �# BAR. At (-1U4.1 ZONE v- -_5 tI - ^' EACHE.1`CE4+} t 1 mf °� 4 thi PF { it C{i�R 5 E 1 =3 {i { hS }07?Pa' SEE'DETML ' .$SiTOhiF11X= ' _ EACH FACE 4'4�� SF MER "! REVERS EACrI _ to 5 1E° 'e SCA E' et f2" � rf ZONED ; :. :1 ,• t M rte . ,-ELEV. 18.12 _ D i t D p _ - BASIN CMER CONC. WALL Q s11 -CS SO.OPENING FOft . D , INLET LIP'E.SEE `8lFL0AT -W ELL 4 DA DETAIL@ FOR SEE. DETAIL -f _ rT I I I-0 SCIR. OPENING GOR � 1 \ i INLET MOUNTING MLLT LINE. DET:41 I . I j ? 1 • ; 3" p PI PE �! EE'V :t12 `SE -ALeN6 C�'.NS11s'NFJ , - F' F R INLE f MOUNTIMAr : , T ? , • I - - IN VVAi t . 3 RE1D flwCl SIDE. ZONE WELD 1D LALSilER Ri1IL. i 6 - "5@ IO .s RING _ I I I was RODOMA�IWM narF'- �R � {ststan I SDED BY Cp .. CO. i t� EEEV•143$�i f 1 i. i � ??i � ! RA1I'FACHSII°E� AU AROUND EAC't4StOE. f Ae _ { s -'s d l2 --� A t I' - ! �3 ' .4 1. � U 4U PIPE S__r_dE F:,'R _I � I I 4 "¢ VENT PIPET i I I6 A LONE A -6 SC iZ IN ZGNE G s i i. l li {�; I -ENTER 8"¢ FtOAT- �. I NELL SEE DETA1i f L "I./ , �. $° tIC PIPE SLEEVE I! { FOR to'4,VENT. PIPE 4 2 1 �, r 3TRLET NOTES: f ± r -� !.CONCRETE SHALL LIE READY MIX .YIELDING A MINIMUM + EXIST ,T�JCE \ # CO.MPRFSSIVE S RENGTH OF 3,000 PSI.IN 2.$ DAYS AND ` 1 I y 4 I a\ a SHALL CONTAIN NOT LESS THAN 6 SACK$ OF CEMENT I J PER CU610 %ARD. MAX WA—ER 1I L rIL 1,VIV I LIV I ZrIALL at W UML3, - A� ®s ®" ® �• ®� %SAC; OF CEMENT. SLUMP SHALL BE WITHIN THE: RANuE OF 2 'i0 4. EAiX PROPORTIONS SHALL BE APPROX. I P& AT M - 4 °FORCE,MAM CEMENT TO 2 PANTS DAMP SAND TO THREE PANTS DAPAP A --Ll.FT STATION _ SEE SHE1 T3 k GRAVEL. MAX AGOREGATE SIZE SHALL BE 177.' • -. _.._ - - _ _._ - 4 NNE E'Si JX ?G" I ; 2. PcINFC)RCING STEEL �aaIALL HAVE L41 fs` QOC3w T if i -- II':. j 1 iA6E ARC - '4" W1�TEB tSG 'SY OWTFFR ! 3. PAINTING SHALJ BE AS FOLLOWS' "4 @ i6 , y LOW' DE s� �! 'S @ �3 tN. L04E E t°�' b4� �. �,.— - -.-'v , ` 40'0 " - - - - -- - -- ri EXTERIOR CONCRETE I PELOdtt rR LLE COATS INi RThL_ 1,1(17 r 1 12 G -I. PIPE r'�fOts& V AE3C31/E GRADE 2 vOATS °ETLUYrl1L _� ?' o^r 4"4 fi I FfiRSHALL ELU#1 =TC i \ 1 EXIST RR TRACK: INTERIOR CONCRETE I (? a l'a Z raE A ,s C 1 MDSCATOR- 70TAt._tZEiE > Fl-OAT HELL DRAIN 3-4 v SUBMERGED 2 COATS INERTOL STANDAR j "i @ •,I IN -ZON =_ D FLOAT' WELL. hlM. .ING IkRAUKLE e ii S I w NOT SUBMERGED - 2 COATS R MUC UTI UW 4@ II IN ZONE E +I SEE` EETAI I of a I COATING �i COAT RA.MUC I ' i 4@ 14 IN ZONE D I• .[' -IO� ti<4 UTILITY ENAMEL ; 7A4 I I 4 @[1IPJ LONG ,}�1?`i,;- U.R(TYP.UNLESS FLOOR 3COM RAMUG RDORQ* (5-'4 1!} MAV7DWlSF SWOWN) FERROUS METALS 'I COAT RDS INRiBITIVE PRI4 .R_ 81 4 A l I �"4!` Ib 1N ZO'•:E A '9 'I_ IN. LChsE A G C E ° iY ° 4 @ 14 IN ZONE 8 4 @_ 12 IN ZONE- G 4• -,U• I.0 PIPE SLEEVES FOR ALUM. LADDER SEC DEfAiL �3 DISCHARGE_ P!IP'.NG SE BON � -C SCALE: '12'= 1-0- t•l'iLN Cam.. - 3 A • 2 OF C0.2$`MFI GCVER £ RAMz Ni I" j � OF W. 24'M. COVER 6' ID. FIPE SLCEVE FOR ,� COVER SEE DETRCL 604 7'1 4V FlA COkE -R EQ•nL. I' i - 4 8 FACE (FRAME irC15T37 Wi FLAT 4° _VENT PIPE - G-4 TOPFACE r 7 ".. j AS SH0v4N COVER'OR EQUAL.. 9 °OPENING FOR _. AS4i#?IfiiN WALL EXHAUSTER i' -I � 2 O' � BEND LAG: +kRAIL o - _ 45 -TU MEET fi �j ii t � TI t M ZONE A _ - - - - ;EXIST 1 i{•� PROV1i�E HANDLE FROP(I Q, 10, -.- ji i �� .5.. zs • i� * i Y 3lEEE I� t ! r E F E ` i BAR 1i FROM EPCH rc c iviR 3 " i �.4 - EX1?T. GROUND .. 1. G OUND LINE °.a - PIPE I 1� i C ! I LINE' I G. iFOR 6¢VENT F4Pcj a s S,YCIPENING ' ; ji 1 e= EPXO WELD TO GUV> j • I, \ t .�SOLT.. 3 REQQ 1 - C FOR WALL EXHAUSTER 1 SIDE 1 C i 1 ' I 1 Al JAi LADDER 1 RUNGS j E 1 �+ `w`^ I \4 4 10 ZONE B ;' 1 CD s A ICO "AS SH ^' N er . f i SEE DETAi I I f a 1 - 1•_ - 1 - r sQ CiARLOnic }..= $ASII.! COVER CURB _ 3- 4 - CrTYP rr �jy RING. SEE DETAIL 1 t"4' $ R'J3BER GASKET i- �a j� , t1 4+4 '� — /'�"°+ -_— _ TOP Fr E 1 , ; ce T4PFACE 7' ! } 5 4 ' (4+••I `1F _ , r - . ..JYZX 4G.T;.'. �# BAR. At (-1U4.1 ZONE v- -_5 tI - ^' EACHE.1`CE4+} t 1 mf °� 4 thi PF { it C{i�R 5 E 1 =3 {i { hS }07?Pa' SEE'DETML ' .$SiTOhiF11X= ' _ EACH FACE 4'4�� SF MER "! REVERS EACrI _ to 5 1E° 'e SCA E' et f2" � rf ZONED ; :. :1 ,• t M rte . ,-ELEV. 18.12 _ D i t D p _ - BASIN CMER CONC. WALL Q s11 -CS SO.OPENING FOft . D , INLET LIP'E.SEE `8lFL0AT -W ELL 4 DA DETAIL@ FOR SEE. DETAIL -f _ rT I I I-0 SCIR. OPENING GOR � 1 \ i INLET MOUNTING MLLT LINE. DET:41 I . I j ? 1 • ; 3" p PI PE �! EE'V :t12 `SE -ALeN6 C�'.NS11s'NFJ , - F' F R INLE f MOUNTIMAr : , T ? , • I - - IN VVAi t . 3 RE1D flwCl SIDE. ZONE WELD 1D LALSilER Ri1IL. i 6 - "5@ IO .s RING _ I I I was RODOMA�IWM narF'- �R � {ststan I SDED BY Cp .. CO. i t� EEEV•143$�i f 1 i. i � ??i � ! RA1I'FACHSII°E� AU AROUND EAC't4StOE. f Ae _ { s -'s d l2 --� A tea` WATEE 1 -iNE 4 VPLvt 3Y OWNEQj CoN"CR-&C-Top- TO GD1dNECT yfl, B CGPPE�- 7UP,tNC i0 VALVE - 6, G.I. INLET LINE_ .v.,LL EXHAUSTfR -� cEE DETAIL '8 4 DIA.VENT PIPE TO REi,AY - -� - -_ A Wfs1x "20Pa, 2000W.,243V 11Tl.' n (rl -r fit N, F' OOR TYPE. DRESSER COUPLING CHECK VALVE - 4 _ GATE VALVE 4 "o C I. DISCHARGE - PIPING i o�. O" 4 90° ELL 4 "OgENT PIPE r(' PROVIDE G,A -V.- / gtea sceE>`N --/ 3/a` WOLMANIZEDI_ PLYWOOD RAC;KINGf HAG 67ARTERS, ALTERNATOR t kELAy' WITH PUMPS. CONK. VENT TO SCRb FITTING IN BASIN COVER. 2 CHICAGO PUMP C0 VCS-LLC4+'FLUSH KLEEN" PUMPS. -- f 2 A j 11 N4"" A JR ,- 'AC . CR �> ALL BENDS 45' SECTION c -C, SCALE: V2' =1' -O" -! I I I3,r„ �* SPAicLiRiG TVPE Gr ^264 1 It i€itG4Y(3R - TUTLIE6� i GAPACtTY 0 -30 :CFM f { 12.E ` " b � COPPEiZ T(JE3tt3G . FC3R F12ESN 4lIiaTER. i L7fRGT -BLOW Off, , SIDE. OF ,VEL'.GONti YT1 E Q. y V.1�t F`JR1J S�iE1? 6 N TYPE NHPP PA/VE4, NEMA =.V. PENN DOMEX CENTRIFUGAL WAi.L 3KVA -/� O•T. TRANSF #BOI!- /20�240iF, 8 - EXHAUSTER NO. WAV -82 OR Ef i!! !,. fir /rH 2 -5 FCBN rX PS. A 1201'240KGOAOCENTER,IVEAfAIITR. i 150 W. R1,ML.Q.IF LAMP \ — 6 VENT PIPE. STOP 6" �AROVF FLOOR -. .:.. Pi.AF STATION FL. tii =J c?2 t2 ( .. T --``— -- .'> a - y,` v • :. a ' D r ► j t a �.6 ;.: ,. {.,:'.. -.w -- -:., - , b_ n . k p _ 7 kaOR N . S 2 5�3R >rQUAL;`6'REJa•CJ :.. °•.;1. t.3t - f'- .O'�.G(� 'P1fa�. ., .. -! I Q i i 9 I Ia ' l f , , 3 11-4-10 I/f�to/ y /✓nom 90. - -_- -_- _ _`__ -�� 2•c�� -E � b cY� yarn. No -5 � 1 _ / - g'h it Q 71 _ _ -:. -_� __y` G p• Vii' , Co i s.� F t sewer / ev 33p c'�; V �7! /2'cv / ✓erg. 2� %/rp.,. r; Lnl I t/ { ' ; � ^4] _ \..._ a � �(-, OY GlG+ ✓n 'iJG.E /.;�i-E / /_ ^/ �-O deG fh � - /,rco red b); _ - �-i : /j� - X � S .`�FC � ?G "1r _ : : �:7rr -ems .ts�vr v rr•. p � �r�ve %(s <= spec /fi �co liorsl —_ —'- N':O �' L,_ , // _ - 1 % r77 De 2; r 113.J' 3 NjN I F 250 { =7 r -t J r T =F -, 1 y . 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