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HomeMy WebLinkAbout80D833LEGEND ExtsT1NG NEW COWTOUR — -.-- 62 ---- 4U 2" A5'Pyo�T CO).:CRE 'C PAvEME!vT �" ASPNAI_T COI�ICFZETE T ' PAvEMEN T PROPF-RTY Lil.►E - - - CE1•.1TER L-11I1E - - SPOT EL-EVATIQIJ CURB LINE. CHA W LINK- FENCE D I T C W ---� - - —� --- -- �e----• GG.TE. VALVE ,p �1eE HYDR/�.t�IT �� - STORM DRAIN LI!vL SD—�— O CAZTCH BASIN ■ STUi3 AND CAP 3 SANITARY SEWER ! iNE "" A" --0----- MA�1 F•+O L E - �-- SAWITARY SEWER FORCE MAIN nA 4,01— LIFT STATION STUB AWC) CAP WATER L iNE REDUCER 40 -- EA►LRo,raO W/CROSS% NCa P*,o BOLLDADS AROUWD � FIRE HYoRANT •.7— tvO�C �TEi� �►.1 P�.-�N.l� 2 TAPCR GuR13' +=ik NA1 to" TOO 1tv \O �O n�L�.Z%N RACK OF S3K T> �� /�._.►. ,= ;;L w04, 4 SEE SNErALT A-2 FOR AJGIT�O�tp.�- ;tVFORMA-+ %ON1 ON SECLRR\T`( FENCE A►ID I=OR LOCv.T;ON i V P E, 0►NO 51ZF_ OF GATES. 6ENEiZA.�_ t`1G?"T. PLA.N46 FOR A`-L SITE WORK SkJaiEGT 70 AP P;ZovAL O+= CITY 01= A.L)15J9Es4 DEPAQL-`"E1vT OF PL)Iat-IC. vsrOIZWc S AK�D -TI;E i=kaG ALL WORK 9 MATFMALS SHALL CONFORM TO CITY OF AUpuR14-1 STANDARDS t SPECIFICATIONS. N1 4082 70 i F 4542,37 N 4130.00 E 5000- 00 N4►1100 E 509 2.0' SDMH-*Aa N 4-131.00 E 5 159. O SE`E`. �+�TES L �I _ PAVED ONV"DITC4-!- 1 I1 TC P CB 'S (a) EL-GL00 N.44a 1-15 \ t. HORIZ K C A:; N > FZ --.- SCALE; 1" a30` O"SS S4•' PRJ;G1�1 T:a 2"A.C. P'/MT N-19 IV i L PLAN SS MH 13 N Soi�bo \ E 4.380.00 L J,7V-J7 jC)M►A *'A S 1.1 S02SOo E 4a76.00 N 5048.00 i E4490.00 ,{ N1 °5 v 44.00 E 4s2o-o0 SD,M HeACo N 5025 CO E 4BS5 00 SO 4 4,-:> O E 4 3�2.00 N 5000.00 E 5.^- 00.00 I COkiC, SI DE WA L K 1 �� N. 5050.00 E 5010.41 N 5044-00 E 5C92 00 SUMH*A-7 \�A N 50'c'-'5.00 D=95 29'32� —ES ► S 8.00 16, = 122011' 31 " T- 108.E7 4 �5o o Llr !27.96' ;R: 60.0' w soe5. t-o �4 SSE �✓�_:- _ 3 Pay n Save Corporatolo Di" s t r'l'b u t "10 Center AUBURN, WASHINGTON U- 117 IV-- .ACC, DAM , L.-J / `; v u ARCHITECTURE ENGINEERING PLANNING INTERIORS 'a SEA —LC . t.t 6& 1' - "[,.: +. -`+6 �•` - i 1-19-$O HORIZONTAL AND VERTICAL CONTROL PLAN 11-19-80-ANM- BULLEETIN*3437 iws-go.L1,mm- AS-B It IT i- I.1 JSO-TJr i- �tLLETIN 11 ZG 6-2b•10-TjW- GULLET i1J*20 t 6•Itr80-TJN.- 3�L.L1t<Z\A►�1 —T -TT^ N l3 lrY\%r101 ram. .••�-w�FT��* -- -4.�0N 44 ,"SD M""A 1 i 01 L WATEiC SE;WATOi -TA 4&CjuPk-)A,7E0 SL1t3M T To CIT Nn � SS20 SNEER GATE 6—S' a0 SCALECl DESIGNED a DRAWN G-S• - Aot4tA OF SHEETS CHECKED ROR. IN THIS CATEGOI, " 8 33 s".1 -SS 3 Co" --- 9E.CA �5E 75 �c�t ,vex T2 Z __ ► ►0S°�� * ,ram , '`.� -i r. ; ��' � � I-' l_�tiE Try EE: i� LA.7E;z 2AA;T ��.....__.r To wCST r 1 S S 3 Co - --(�-• 5 S -� w- - PUGGET SOUND POWER 4 LIGHT Co. Rlb#V _ iU N1 Z- s. E�clsi 55Mt-► 3to" � I F . •�� ��, CHICA►GO MIL\NAVKEE ST PAUL cZ 2 R/w - i • �-T-- • r r t- -�-� i-a-+-+---s +_ --+ C x 15TING Ilo" `NATOWZ �' ; O t° 27' S8" E 12 26.73ti /AgATE.D I1" STREW ` - 'i-- W t l' -- - - - - ---- �. S D 0 5 � c%�!'�TItvG 2v uT►Li s CA3�r/Icfv V/C4 t � ,,�„VACATE-C .I•A STREET SERV ICE ; FUTURE 6SS ExA -T LOCAZ►ON O � CE Iv TER / 11 I p4+ta.SE II Mtr►'� tSS LINE TQ WE FL;TURE PAR►�;NG LOT - -Tie 1 I ✓� Q TO 4F. C0020INx-T&0j - t I , I PURSE 2- _2 A- 5S-ES-µ-E---+*T.I-T .-Z---v---Z -- --- -W-IT -C-ITY-, _'-L `7 -- - - ?so Cori, ..-m,A - ' WORO-P MEERASHA_ CONFORM •TO CITY i 1 t _ e• 0 5TUes�r IOF At lisuRNSTANCARDS p 24' _r►-�- Za.. �D �'4 _,._. �, 24" ,a-,-,�4,"Sp --„�, � GAPS'1 ! STOW DtAINB ON APM► STA TTPS I-C AS S CAM US=& - - - - AU SNAIL. ME NDiMT IMI M PLAN NO., S2 APWA STAMM StNcaI�S, AND Z SWL U 2VIPP 1. A� An SYi.L C1, TO S1CTIi0/ 64 ITa THI'1R A CCAITE >« AND Canes AS BMW ON APNA f'lA1M M PLASM ND. 49. i 2. I'TPs III - 54" MANNOLSS SHALL ES AS SMM OBI ArwA STANDAW PLAN 110, 37 ARD I I 41A AND SIAU CC 1 am, . SNCTION 63 OF APMA STANCIALtM SPL-,1nCATIONS, r I nC1<Lir agg" Olt STQS SMALL u PON= W= TO&T TUT PWZX3A SOOT TRIM 1 ( ! ELMT= LATSALLT OST OU Of star M IM- A SIE B L D 3. STg! DMADI MANeMn M LL M ZQM"XD TILT! A SOLID CDRER 24" IN DIATQI'SR, A Un DMPTM OP 61%9 ,AND SMALL MAR HI3tM "LI Ur CAST IN COM TMz APW► 1 STANOAn PLAN NO. 429 UMMS OTF MVISZ IMDICATSD ON PLANS. i ;. INL.fiT PIPES SHALL a';ONNECf 13ifO STOWt?H 'FAIR MATHHME OR ELSE DIN19L4L.T ]MO LA>fICEt CMP PIPE VIA A SItDDLE MANCS. THE 3 I 1 I -� - ' : °- Y L► SADMILE WANCH rMALL EE TIMILY MAMM AND CASKCM TO THE - I :• ".. _: F': f ' `. ( , •' ••.,., r )2• - •! 1 r r h:' ) MAIM CTTP F'ZPE.� 3. rwrzCr SmuAm 51 DRAM WHICH 001111ECT TO SD MN #All mm HEAVY '� - i ` � "• . {. + . ` , / _ 4 m� IPl�i. in 1 w i I wi;` 1,4 I 1 = i Z I Q ( Pw ASE 1�' SLDG PH SSE e5 L DG. ! o SANILRT SzWuS ! V; i PRt_CAST CO[,►C ! ( SPLASH 1. SANITARY SM3M MALMLOUCS IMAM u "" I.D. TM AM PLAN 90. 34 W ITWy � - I \ (T 1' P + C ,� (_ � GFFSET ECCENTRIC CONES. MN�1W-LEA► SHALL HAVE RUSeER GASKETE,D I + M H * .IOHt t s.MawHoLE FRAME t COVER $HALL SE PER APwA STO- Plow 42. r I THE WORD "Seiwe.it" SHALL BE CAST 1N CAR11. I PAVED V 0%7C" P+aAso. E CLOG. 2. SA.NtTAR'Y SEWER PIPE 5HALL COt-IFORM TO PVC. SOR-35 1 C-� W� 2'1 SSE "-" -" 491, O X' 5?3.25i s1-\STM 3034 vv-,Tla RUBBER GASKET JOINTS. WHERE PVC i 1 I 1, 4-A- PIQ CONNECTS TO A MANHOLE AN AS8ESTOS R'.JBB=R E � r ce GA.SKETED COLLAR SNALt_ BE U�EO TO MAKE Z"HE cotiN EcTID�H . 1 sir ( I * ! ItALF-7 s-ctur.TuItG. 2 _-TYPE I-C �+ Gta '� g 9 R,DGE TYPE Z-C AL � ' I 6" SIDE SEWER OFF MAIN ONLY. CMANGE 6 TO 4" AT OR r I i o ` I 16i ► 0. STEEL G�a�.+� TYPICG ' /' 1 I { ' GB '� B 9 P'e►C.K w/SA D -I► NEAR ELO G. LINE. I i Gg 'A B I t I C0 A~E ►0 TYPE I-C- GWQ-% WATEIZ TIG►? \� 1 T`CPE L-C I T't PE I -G - - - - - CLOSE TO I I E H'A D of CASI I 5S_ M 7 --- � �- 1 I GaP D ►C 8" STUB CAP S M s-I. ! 1 J r I TY E I IW.Iv.- s�_T5 '°' S c.a "'�,, 10 �4 I .._ Ix -1 L-- - -- -- - - FUTURE I PHASE - I T� -TRUCK " LOJAC `�i PA 2K ► t�►Gi U/ T.b! FUTURE SS.woi �. 1 15" STUD I E.57.97 E57, L f CAP in " TYF'6 S CA, A I .Q 0 T 1 4 w IE.ST, L g' ♦ So L &ko i Ex ISTIKIG Ito VVATER - - �4" I= x IST tNG DI TCW I PHASE S i1 1303.18W ni oO"S's '3"E ._ I S S - O•- 5DM► *A I_ -� E:xIST 36''N 14 4'a S S --4&LF, 24"�P colac aEINF. c--?(a class �Z S D.M F'i!A2-OIL, SE PA6ZAT0e F-+.:,, w R- T tC TOR C 'T •N Y E S0.25 k �PL_)G -- 44 L I- +o @ S= 0.00 23 ���SpMN "A3 3 (or' 0 G M P ST U d 4 GNP 55MH *2 SDMH'"A4 f- , NITe,R`C SC wER E�•SEN4E\HY C8 *5 I T`I E I-C z 35� SANIT�►Q� SEWER M�,t.�,-LOL.E MN * RtM F-L F_t- 1 3 ) SEE I I © S 0 03 Ou Tj i 0- 52.4a) i 4 6 1. 1.0 I, I 9' 53.83 T' tpl ,=Oy 8o S'+ '7 i cis 1 .'' S 87 IAc. � 5^ SO 3co+ S2. tp E.� •,s"T e&4. 00 24'F 'A 55. t t. A 3 /os 00 3to° 53.S-I .40 '% ill.'' E5 9 2 A S i to! .40 ( .o• 54 39 A (o tol . 40 I 30 55 01 A - I ca .10 ?tC 5•5 W' 4 A 8 j to -70 jdd^_•i' St: 21 +2` s7, iT A c:► j v2 00 i �` 57 z38 + v I � 'L4" 5b 't7 CB* iZIM L ''vVE2T Et_ I 6 ► too.-7o 3 F, ,74 r3 'A a 3 ES 2 ! 400.10 I 8' 5-1 .74 �YP.E_I S 3 I tPU,-7O 5 5-7.�o+ so B 3 t. 3 4 I (01.00 5' E0.74 40 S I 1 . oo TYPE L-G+.SO 'L" I I teo. on j 55.30 4 46 . i 0- V 1 ST SAtvIT,RY SEWED ST>JB IS CCRGCTL.Y IN u!.it WITS CIS MIS S TYPE_ i-G UxI riw -- 'rBlv'T 0,74 ON W!',-UNG, SECOWD STtr 15 i'i F OOwAJ ..0 La _13 ----------- -- "ac --- ---- --- -- -- -- -- ----•----- -- -- _ "" - COti1C- E1.IGASEI3 O�/�'=••- ", SURL.INGTON N4RTNERN 12 R R./W SAK"ITAK I SEWER AND 5 SCALE 100' I D2A1� PL )! �-� �- APPROVED OlM OR PUBLIC 1 omm CITY OF AUBURN E4Q1NEERLNG DEPAR'iMEN? AL 0 �G Pay n Save% Corporation D istri Center AUBURN, WASHINGi10N Dos- 117 BY--Xyy DATE TFNa DRAWMIi4 HAS BEEN REVW D TO CONFORM TO BEST FEW WOF*AAT*N AVAILABLE ARCHITECTURE ENGINEERING PLANNING WMRKiAS +5:: FAT via +hi.:a :v 66� ' SANITARY SEWER AND STORM DRAIN PLAN II-19-80-AKIM - SULLETAI :31 II-1940-ANM- As-a,)tLac' - I►- w T.:N-BUI.LnN *M ADO 01L SAP. .- 2l SD•TJ AI' S-J, , .c.T %y i * ; - 2 �J SEG NO 0A.'rL "'I _�� �GR_NT+-3N W "10 M&JC. UPV�•i1sU sV.:. ��We ,90 .�N STC� uW IR REV' V0104 29 NAC.G+)BM:T. To CtT`( (G+vIL.)� 14G 93S20 OATz- s-r--$O SCALE 1,'- ICAO, DESIGNED J N DRAMI CHECKED 84 '01EEI Cm2 OF SHEETS t IN Ti- CATEGORY D-833 SN. � Co,• S 5 -- FUTURE ,6' B. V. it t6„x ,6"x 1?.` TEE CUT I N ---0-- S S 3 cv i}— C�+lC�.:,U MIL_W/�uKEE ST PAUL R, ►Z 2<w --,--a—r--+-� +---+ 1 - + i f + + mt- +—+-—+—F—+— ExiST1►vG �'' WATER NJc)1o2,,55 F- 1228. -73' --w VACNTED 'H STREET E. X IS 7 D I. i C I-1 - _L. — -- -- - - - - — —3 -- - - - - - - =� - - - -- - — ••. S b ^ t _ to S D --; _ [� 3 (d sD _ - �`' S C) EKIGi-"LNGas 2U UTIL_•'ti' EA'a� tom';cry, --� ;VAGATEC> H S� �2EEZ) = "I TRACK SERVICE ��I �r N l — at I PA Zz L , N GI t_ o T i < I IPNASE I I ' LL. L FUTURE GUARD POSTS (T'YP- j I I - ; • FUYLJRE �N in 12„ WATER 1 5OLL AROS SN ALL BE tom' <D �o►vcszETt ;,u�►RO POSTS, A Nn►tNtMvNM OF c.. r-EET 11� LEN.0 Ct-1, A.t"C gUIZ►Efl a. M,Kl M%AJM OF: S=Coil. 2. 3-1: V1INIM%-;w COVER REQuIREp EXCEPT 4'-6" NAiNMAUM �vER REQUIRED UNDER Qr.�,�L_ROAQ TRe.�K�, 3 :=-I�GC riY1�'':r.tiT-s, P�� �I_..x:.�._� ��,� ,ANo w�TE12 ►,rt+=TES iU e4E �A►�.\CE W TLA THE itI I J I I _- I I ( RNASiE U BLDG. II I 1 I 1 1 42" �r2" 5 -- �— S 5 1(�">w 1't11 TAP PIIJ 8 T� E vALvE W. (o -TEE d CAp •12'x IOI 'TEE CAP , 1 ( (0 I ` I I I I N L I PkASE TZ BLDG. I PHASE ES DGI ' - r- �2N.�HtD /-IvJ Iti REQuIIZEn�rENTS Gt= 'TIJE GI" `f GF n.uej��1'z►� DEP.�.v2Tl+r' E ►vT IVuTu��, I I OF Ph.3Et._tG woizI-5 I I II ALL WORK t} MATERIALS SHALL CO1JFORM ''-0 CITY OF ! I 1 AUBURW STANDARDS SPECIGICA.-noms. ' 4 I i PI-IN.SE I Bl_OCa. I. I I 431 �O x S'13,'c S I 1 I � I I � I I f FUTURE Pk ►-- 1 i j T7 i PA;ZK ►NG 1 I Ex►9T. 12 STuP., �p,i1 x.6 bT�� t5 L.ITIt_IT'f I t2„ $V. I 18 CJLV. LOT , FUTUiZE FN +' 1 - E_ x I S7 IAIG DITCI-1-, 1a" `" - Oa'-�� -- 'Ps K t 5T. S" STcJ 0 FA M j TRLujCK I U LOAiJINv `0 g4LL.ARDS AROUND FiREHYORA!JT SEE NOTE TV4%S SHEET Ce 2' METER (BY ITV) ' .--- .-I - - n^0 _ —:--T--�— 4� BURLINCaTON NORTIaERty R,R. R/W Ex�ST $ STuf-3 w/Es Gv WAT DISTRIBUT101A AND FIRE. I"=too l I O"w 26-3 A 151 \N I to it ExIS7tN1G DITCH+ INSTALL 12" Bv_ INSTALL t2'' 6N/- '' i y iwSTALL 12 115 LF '/z THtCIC d%7EEL 1 CAS'k4G 2i'� n'� N 1 O• = =RoLi wATt_ TtG�-tT 1 q'-E"MIIJ. 1- a I LAVER 4 RA9LROAD L TRACKS M WE - - --- - - , - - - x 3 — E 1 w/ t10L E. V. CO'vC . E►� C c.SEO Uv.� L- F'� '► U�l'JER R R CRJSS►n►G - NtC. PRO' itECT►oN APPROVED DEPT.OF PUBLIC WORKS CITY OF AUBURN ENGINEERING DEPARTMENT Qf� DATE: ....... ........... .,/s�l _._. __ ...... -. APPROVED BY:- .....!✓ ........ Pay n Save Corporation Distribution Center AUBURN, WASHINGTON 00117 BY_ DATED. THIS DRAWING HAS BEEN REVISED TO CONFORM TO BEST FIELD INFORMATION AVAILAffiX ,I I ARCHITECTURE ENGINEERING PLANNING INTERIOR$ ,• �-_J��16�; SEA''�t. r�:. ��!"�4 ._,.>b txi.' , � ; � '[�Ex �Z'?9d 1 1- t9-8G WATER DISTRIBUTION AND FIRE PROTECTION t J.zsej-rjf1 ADD 1 Sti WrATR R LIME, T)4 F UC:.AL 4 AC .�PpATEO eatJtG 1S�.x.11e NAG 5►�►r.�T. TO C+Z`I' �C►V I �� 0 0 do 93520 SHEET S +�� [;ATE 6-S-PO SCALE 1" = 1OO C-3 DEStC;NED µ,A. C — 1� UqANIN 1-�AC. OF SHEETS CHECKED R.O.R. IN IHl'. CATECri�Re 80 D- 833 �H. 3 ---- - -- - U. Moll— W d IL E, �, 2AC. PyMT. E ' ' Ek 610 — 4" TOP COU R SE 3"AC. PVKAt. �I L . lob -1 S r-- POND Elr. SoI.Ot� Ofi,► OrI NA L COURSE \ , GROUND ' E• , �?� SECTION I o I s W I; - CD� O.� a z W 0 _ -- ---------- IV i i OC 62.00 ' O _ I d'2� ` 61. r so 1 Z 2' Ate. ` ' . �1 6i5 I v'j0in . COF OF Q 4 2271� �i ' r I UJ - - J • _ - _ -- I - N'P - 3„A. M4: Jam► "'TOP COURSE a0 I EL.62. EL tI. ;SECTION I 1 SCALE:: iH0 !R Z2 I -10� C ' ISO - . -- - i I I I SE 71 O ' i 150 5%4L "NIRM. 1 z lO II` I i I i I I 0 i P- oo W tf3 EL 6 0 II J I v U W C a EL.6.00 E--ro I.00� I1 � I i Z' 7* C�Mswj t TYP Ic�� I i 1 I I o . d J �J �4 W - - - I 'P�►U U60.1soi i " PC I I I I i I I I i I is 7S� I EL- 6i -M ^ 3" Ac. ;!v ►�4 T. 66 L.F. @ g3 a ©_004 MI►J. EL. 61.01� ---.____i I' rc"TOP =usaSE i la EL 6 I.Oa, F Bo — -_ +y + U 2 P`( w '70 EL.63.00 I, ---- OI - 61.75' O n AD 1 -- - - __ -- 7epNCRET I p � rEL-GIOU E61' COURSE ]oil) 1D 0 j J �MArCN+ EXIST- � S --- -- ----- E L was to (a \54 - �A "T. 613 OtuC. CURB 22' - 200 I S CT 1 t�l �-I - — --- - -- - i .o O O - --- N N -J 0: 1(o 10` W WAY N �J IJ z c00 EL 61.80 I � i m w ' � W oC,� W i _ U - -- - - 4 -+�---------- -- - -- o m 1 pr FII.� EL.rnZ O •� - -r-�-.. -•I -- m a g, m j- Eta i �L-r pol�sip I 17� l _.. �-,y_ �_ I cx� - — -�---- — ?-- , 1 I Z ... � _ � ___ - I --_ --�-- ---- - - I -;•-- - i ._ �' -OP COY ROE Ol ! Cs I AL— CGRpU110 ` I� I - --- - i I I j I APPR'OVEU SECI�CNI LL � DEPT.OF PUBLIC WORK CITY OF �USURN vERi !"s 4' INEER M E�G . .. ........._... INt,; DENrtkT Et+IT 1� _. !HATE:... .. .... � � ao 50 _ _ At�_ W�02L � MAr 1�1 ta`S SHi�� L COtvr�Oi21�n TO C17'f OF STANj�A.2 7S 14L SPEC\i=iL.n.; F;4 b'o ,56 50 Pay n Save Corporation Distribution Center AUBURN , WASHINGTON s N* - —DATE THIS DRAWNG HAS BEEN REVISED TO CONFORM TO BEST FWIM INFORMATION AVAILABLE ARCHITECTURE ENGINEERING PLANNING INTERIORS RECORD DRAWING t - SITE WORK SECTIONS -. 2i_a�.r O _ 3S2 PAi ALL, AS S►-+Ow ►.I Ir C84 UgA�b•a F ;NEE I A-\l.Mp. CHf:CKEC R.O.R :N BO p-�33 SN.�• 0 Q I l; S Gs. in Cil �- �RGUND � U p c�EA�aNcE 00 /r—CRITICAL. G0 iIS-.o.ODI FUTURE C M PI O ,16" 16 Go. `� FUTURE I s" m °-' SS � 1- • �7.3� S � 0.0015 - W I�S-1'tr!E AP ----------_ i J ---- _ --- -- _---- —:--- - ----- _ - -- - - STOR(A DAN PROFILE t T _ i Q 1 i Z i F _ — l�u 81, E GI►Ti�T E �FINI�HEU GF'�OU►.IO -CWrCH tb^SIN 15 c I.E. 57.08 CLEA- _ IA wC,"gZ Pvt51 IvN 1bE l.S AWA 10ROM CRU5SIN3" STORM IDRi-i PR LE • L-1 S - ¢ SCAEL: RI Z. - SO - - , Qr In t'� s' sl obi a Q _ - - - 1 PHASES PRE LQ4D r d p: a1 e.� J I _ __ -_ j 1 to vi ; FINISHED GROUND .r GROUND 1.14 I Ndl kp N I In b r --- -- — - - - - - -- - - --- - ---------"�---- - 24 ' C F` ► Co a �GM P - • 30'� GN1P• 16 _ 30 45 CMP, IG Go. �� - 0 CMP tE) Ga 30 'COMP I6 60. ! I "- E $ I j 7 9 7 1 1 mi I F- c5G 7-7 '; NlllE I E 55jG4 5 S 2q�F 30 RCMP. ' - I 13" Q5 i. E. 5 7 3Q-_ 30�fCMP 14 GGrV _ I I I i 1 W I O -- -- yyj� o l tl7l J jI I I I I � 1 1 1 I VE141 I �z L.F ` i E "15T. 3G!(P CMP PI PE; 1 I I PALL Wc�:?k MAT INAA L- COMPORM To CITY of fi►usoet.4 STANpA4zoS E 6i�cG1R�CATIONC-s. O E es FOR RIM s4.EVATIUl.Is -- - - - I I , i I i I 1 I- ' I i c oij+ 1t LLJ Ift + ,n! f- kq _ n C) cD -_~ �` --- . -- '�__ _ r OL -- . _ - --- W - PRE LOAD - te a: I n _1 PHA _E -- -- .,_ --- -- yy -- - - -- } PHASE -M F *E LOAD ' j I x Q� ' - octl 111,4AL 0tOUua�- ''''--i FINISHED Cr#iOUND � i i j , LIhlME1 i N tli 1 1 _.. iF7- Aw L F &OI (. 14 GaMF' 1 � M - I (t LTr�► r -- C R1 11124 - S mo.00 It3i4 � 16 LF 3�cY RCMP. 4 70 G5 ta 3LF 3G CM.P. i 1 I E 54.3 i _ q,5 I, — I -� - P, f i I STO R DR41 N PROFILE i 3LF_3601CMI I AP ROV�D q�� ! .. —.__..------; I ` i SC 1 E: Hp IZ•t I , KEP_T._0�� PU.ABLI,C w RKS ;I.E 52- 2i- `-bNGINEERINGDEPAFTMENT / 6� DATE:.................�iPBO Pay n Save Corporation Distribution Center AUBURN , WASHINGTON D - 117 OX XTQ DATE THIS DRAWING HAS BEEN REVISED TO CONFORM TO BEST FIELD INFORMATiOrd AVAILAgI.E ARCHITECTURE ENGINEERING PLANNING INTERIORS 11-'-.)_ �.AEIA SEA- L.t. `Au "4e, ".n. — ..'. RECORD still#$ STORM DRAIN PROFILES ©G-11-8Q-TJN•BULLETIN 018 - - - ._9� AC uPpd� ECG Gtin S �- JE Z4 ANM S.e,0tT. TU CCT`( cal W3520 1E i DATE G-s-so SCALE N JK i Z I VERT Cw5 DESI,3rjED Nov„ p IN DRAWN �.-,F SHF U T S CHECKED e.1�.a , ir4 THI; CATEC�CHY BD 0-833 SH. S /-EXIST. az"DIAM. PIPE 84" IMAM, w ITN -2 os *6 BARS @ 7"CENTERS DALA.OPENING BOTH DIRECTIC�JS ! �� g©T TOM FAC E . — 30 DIAM. C.MR I--Fc�R�JI MEW GROUT EXIST. S4" DiAM . / I \`�\ M�,NNOLE NO.1-� I / �' 84„DIAM . CoNG. —� ZiAM LI 4" Q_ COC . �PIPE/ �r , I � NC N • �f-�121 t�1►c GROUT r i NEW ZW'0'A" c-�Go,cL� 2 4" SL.I'DE GATE (W4MERMAN MODEL !, 2"CI_Q. 1 I C- 2 OR sQL*LL ftk -� - 3s 2 MAN ►a OLE q0W - SNR►►.1K GROUT REINFORCING MANHOLE TOP SLAB DETAIL- `- PLAN Pay 'rSave SALE ►�2"=I-�DETA1L- MITERED 24+ DIAM , R.C.P. CONNEC7(DN TO EXIST. M.H. NO. Al 33Y DIAM. K"IAte.►►-1pLE EarALEs O F Ro.M E a* I OChiNC:r--- _ _ _ ADJUSTMENT SE(—`rl o j w/ '.DRAIN' — rJpITL.H FRAM CAST ►N COVER REIN'PORCI►4G TOP'SLAB � IBLtG. ROOF 0►?A SIS orporatio istrlcOVER ubutalo N , SCra DETAI L TNIS S""t, S" CH AIN-300'�LAPAC+TY, •- , -� . Center SI-AC K WHEN GATEM`T.— \ = DOWWO WELD EYE SOLT TO f -_ EL. 6 1. oo suo AUBURN , WA$HINGITON M.M. FRAME. TO SUPPORT-- ' CAST iN P"CE • w \ . - - SAFETY 3O"DI ,M � _ L iNED 0I7C1-4 SEC. 'j'Ibl.l A\_G . PV M T. I_AOUER � '7 3 (T `{ P. SO T I-% S 1 O ES) —� R Un.I G5 - DATKA)A" TM6 ORAWlIw1O HAS BEEN 24'" 0IAM• C0NC. MIN. COLIC. PIPE CONCRETE CURB SECT 1 O WrAM TO CONFORM TO y, • I y O I T C N se CAI' ► p N L BEST FIELD NWORMATIION _ AVAILABLE I W0w SI.4R%W GROUT G I _ opal rICE -SQUARE CORNERS --- -- - -- .. - � - (o" 4ROUND OPIE!VI G I S c F ED EOG A>_L - - +- . _ - 2 /Z.,-------.2 N OI EgV _I. E r Z Z -•. , i 'A�aUNo�. � � - � � �uj _ u Li N NTERICM PLANNING &A EArTLEE '2+6 � DES T IA 0 1��2R • { vVA c42rPLANNI L ,MCHITE 1 n j. T. 1i • N tT �;' : . � fOP. W _ —... ._ � G I Iv T � s J ALL AROUWO _ ^ � A C P,,�n� 1"I.BOL� -- V4" RESTRICTION.! PLATE a d _ ----- , - - -- ' •- �_ RECIRI BRAVING -�, ? -� _ _ _ - - - V Z 4 NUTS `E.l._.EVAT I ONRATE Z ' SCALE: i'L s l -O � W - ( R�O►�ItvG — <_ J � 3' ! t �' SANG) To STORM DRAIN MANHOLE NO. A2 jol DETAILS \N/ L J Q et�I � SGALFx: 1�2'"• I'-�„ 75 N P\/. C. SANITARY SEWER TRENCH SECTION CoWcoeM TO CITY OF ,o.01601R1"I r.1I D►\m PE: LR�FO-T _a.v p; A.rn O� P,OE � !ST t►.ta► O A Q D S ar 5P E C..1 � 1 �. AT � :JN! 5 ------•--- - — _-------- «- 2 4 '' .!N STC�M DRAIN MH'=2 -3D• NA UPDITE. a c:��.G ��: ..fc Zy MI;- gjIS MIT TorITY (LIv10 NO 93S2o hIEE r � �� _CU N_C kE ;E STORM �.w ER. C 1OF puf.IQ wow i✓ T REf\� C H S E T I ON CITY OF AUBURN DATE fj-S- 80 SCAI-F AS �-i Cu7 "40IN EERING DEPARTMENT <' OATE•—.- ,a DESIGNED T J•N DRAWN A!�j`/'. CF S�1�tT5 APPROVED .4 CHECKEL RUQ. IN TN15 CATEG0,'4`I 80 D — 833 SH . 7 24"D1e.M. MANNOL..E - WON SHRIk1K GROUT (-YR)- g"OIAM. INFL. PIPE ,I 4' -3�" -----� SJC710xl LIuEgo 4' O' C.1. PiPC, • /I t I I BUSSLEM ' a .. r- \ I i (10 o00 0„ 4'�IoM,OIs�w` I'/4" SUWIP PUMP ' 015CN. PIPE ' pM.WET WELL.- -PUM19 STATION 24" OIAM. 9 RAME >� Et_ . G2 .S ADJUSTMENT SECTI pl�i ---� PRECAST cc*jE --- PRECAST sEC,T 101� SAF E,r y L ADI�EfZ. ¢vNG -*vx&4%w'TEE 4 PU1G DAY EGONODYt�-.�- MOLE NT5 GROU►'-10 LINE "p; z ,-,T - _ 1 ! All I n EV1�7Rh.Acs CONDUIT t"! BEARING AREA a �Cf.1C_RFTE BI OC ,• L, •%"; " - � L-- 1 , 1 SIZE Or t=-IF'E vSEO TO 0ETE9INA% E. SIZE TEE OF THIZ ST R► SDCI< E ► AREA -�� Zs+•J ALL CONCRETE TO BE ` MIN. 5 SACK CEMENT PER CUBIC YARO POURED IN PL-4,CE CONCRETE BLOCK- AGAINST UNDISTURBED -` GROUND •r"' gE NO � ►�Ts SITTING i AREA, OF BLOCK ! N =0 =�• _ S►ZE T��ES gp°BENO45�N0�22k2 EiE11y4 eEt� F,'� _yg•r 3.6 S.4_.. 2•9 . 1 •S i 0A 106, S.g--- { 8.4 4.6_ 12. 0 ! IG-'5 3.4 I. T WATER MAIN BLOCKING DETAIL A►.IGLE vAL�E `WATER MAIw -ANGLE VALVE > CO 2' METER gY iz Y i METER SPACERS PLAN METER SIZE LENGTH 2 $ N'fS METER 30x- FOG 'TITS *Z . METER %OX FULL STEEL. LID. ANC LE VALVE - Q►NGLE VALVE ..__-. SWING .1C1I�R'S I GALV. SCHEDULE 40 AMERICAW I r MADE STEEL. PIPE NSTALLEO 2 METER- l ►-0RIZAN7AL.LY �: ROM WATER C SY G + Y ) MAIN. cl >Q 2. i cow-4ErT SERVICE o WATEiC VWELEVATIQN v' vNIoN o¢ ;LEY. BY E CO N DYNE ' couPL!NG . 71 DIA CUSTOM SERIES NTs` PAC K ACrF PUMP STATION WITH 4P Z D,�PLF-X PIMPS �"�6VATER METER DETAIL AND "IT " �2" s 4 L z 2 I NI �"►-0Rs SERVICE LINE INSTNLLAT' ON TO DELIVER. 100 GrPM �- ! 3 TDH @ 3-75 FZPM NTs. I 2- 21/2 w.ST- HOSE(NAT►ONAL STANDARD THREAD) 4'12" PUMPER N %7 f cv I F�:.11S�-i vRAOE i z CAST IRON - IELBOW W1 VALVE BOX PLAT SPOT ' - 10 MIL,. PLASTIC i SHEETING CvER M6Ct•► JTS. 6"GATE VALvE u -sow :. r •. � V4' WASHED ' ;. ' ' • �• _ ►')Lg MAC-ME51 UM GRAVEL_ ¢ - - - - In I ANODE PACKS-Z - cn Nil GONG - BLOGt1 48151 L,W. L. i �♦ 1X- - 6r I 4�-Qv • 01 FLANGE JOINT 6" O.Z.PIPE 2- -V4" STEEL SHACKLE K005 5 i/4„ M .\/. 0.HY DR AfV T GET Nou SHRI►JK I S- ' .�O GROUT A►1.. .(vIJVEFtty tMPROVC=D CE►�T�Ric�►.,) �' 1►a,101J H10 r � � - - ' t 7- L- EVATI ON WET WELL - PUMP STATI 0Pi "-rs . D2E�SEQ ('SOD" ')R t\i" t20t7 Tv B ASS SEAT ) A I- L W ,O R K. CONmoi2M TJ GIT`( Or- ASjje5'.)e"4 6T�•. ns DA.Q G} S �, SP l:Gt �= +G �.T + C7 IN-4cz. LIFT 1401_.G -PLuG LFTER 11146T.- (T�ii( P 1CA%L ) 2 - 12IZ►SERlS -o? E L 4PO --7 2 I.E, 5(..7 7 - aU 4,10 OuT LET J IL .4 PVC , MANI.40l.E �. `- � COMPACTED � ��,� 40 " 0 ,, I GRANULAR 2 s o ,74" 8�•.CUCft=1 LL.�'r o v �'.� i2r I.E. 5ie.89 _ W-0 IKILET -4 9P PVC MA t�INOLE ADAPTOR - A.C. MATERIkL X 4S" l rONc. GRAVITY 0IL/WA-Tt2 SEPaR,�'rOR -72x48 RENT0t4 Cot.4C. pROp.OiZ pPPROvED EQUAL_ C�1i� 1 WAT 1� SEPARATOR MANHOLE A 12 COETAIL J 0 SPE.CiAL ORDER FL AT TOP 'GUMS 6V RENTON COW . PRO D. OR APPQcNED EG UA.L 12!¢ GMP OVERFLOW • 12"4 GMP • STORNL DRAIN OUTLET --�. REKITOW CONC. PROD. IZEI4TOW COk.C. PROD. OR APPROVED EAUXL OR APPROVEL' EQUAL Vary 24r.4140 FLOOR 12"KIt" FLOOR PLATE PLATE "WrAED wlTtl 0R0P-1N FOR 4-2O FRAME 1=OR N-20 f L0*0 LOA O Epp `o. &I N PEG STOP FOR . LIFT HANDLE [ADJUST LUG TO -�- FULL OPEN LIFT ROD 3'- S" ` LOI•► G - IP�.t s\4'T • : 48+4 PRE CAS�i" FLDi.XtE'SCE1�►T MANI.40LE' BASE RED • , 12` 2f<SER 12r40MWATERMAW C-2. SLIDE GATE" Ce 1 I.E.61.54 \ v * • G' p TO C I I- / • ' Y 47 SR SEPAAATOR . I.E. 5'1.34 't 12~4► CMP. • �►►�' STORM DRA W INLE-T • : ,` - ',: • e r PSI • N - 4"q SHEAR GATE WITH SPIGOT EMD B`f 17/Alii IIXAV OL.YIrNPI C FwVeNf. Olt EQul.L_ COMPACTED GRatiUL.A.R gAGKFiL.L. NOTES. 1. CORROSION PR00lF ALL STEEL P/►.RTS. 2. USE BRONZE BUS1.1I NGS AniD SEATS i TNROUGH00T. I SW ITCE--'+LNG MANHOLE A�11 DETAIL. K N T S- NOTES= i. TRAP TO BE MADE OF 22Goa- GALVANIZED STEEL METAL. 2.ALL JOI N'•T S TO BE SE AME7 ANo 50'-DERED. 3• ALL LD1�IG1TU0►NN1_ JOINTS TQ BE RL�tETFsD . 4.0tMENS10:. -.D.r 1S NOMINAL. 014METER OF OUTLET PIPE. APPROVED DEPT. Of VUtS. K. WORKS ENGINLERIN�.; UcFARTMENT 1 i + DATE:....... �. _. ..... ............... - A"ROYf.Q BY:......._.._........ _ �vlw TRAP C;ETAiL Pay n Save Corporation Distribution Center AUBURN , WASHINGTON 8Y DATE THIS DRAWNrG HAS BEEN REVISED TO CONFORM TO BEST FIELD IWORMATION AVAILABLE I. � -` ARCHITECTURE ENGINEERING PLANNING INTERIORS RECIRI 11RaiNR DATE DETAILS ( i-il JNI A,.::�1 o�L/WATEY.. SE✓AwA"DrZ dvL�.S'T 1 N '11t Ze 'vD OpTE gY DEXz,t= � , Iry _ ' g 352 � • •'r. E. [»-E ro S-80 Sc.o,.E AS SN.CWI.J Cm8 DESIGNED TJ N DRAWN It Nl :)F SHEETS CFIEC�.ED R.D.R. 'N ,•�'� C.ATEr„t:. BO D- 633 5". 8