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HomeMy WebLinkAboutzS-2254SetUTILITY SERVICE PLAN BEFORE DIGGING, v CALL UTILITY LOCATE SW 1/4, S. 19, TWP. 23N., R. 5E., KING COUNTY, WA. AT 1- 800 - 424 -5555 cd t co NOTES: c 1. SEE SHEET C -1 FOR STANDARDS AND SPECIFICATIONS. ��vk C O HALL 2 PUMP BE SB RNESE3EPUHASE FOR DUPLEX PUMPS (ORRAPPROVED EQUL)DING. UTILITY CONTACT LIST � WATER /SEWER /STORM TRAFFIC SIGNALIZATION co 800 GAL OIL /WATER SEPARATOR BY UTILITY VAULT MODEL 577 -SA OR EQUAL 2 NOTE: TIGHTLINE FLOORDRAIN THROUGH - CITY OF RENTON CITY OF RENTON a sr t RIM =26.60 200 MILL STREET SIGNAL SHOPS 1 =30 OIL /WATER SEPARATOR TO SAN. SEWER IE =24.60 4 IN) RENTON, WA 3335 NE 2nd Si. co R E p = 9Z1750' SYSTEM. IE =24.35 S6" OUi _ \ ) p= 0739'15 - (206) 277 -5570 3335 RENTON,WA 98056 STORM VAULT INSTALL PUMP STATION: L =184.68' -------- R = 2796.42' _ �� � 1 (206) 235 -2638 L - 11229' AS PER SHEET C3 p = W25•t6' UNT TO BE BARNES FIBERGLASS DUPLEX R- 1382.42 - E - - - - -- I co p = 0338.x. NOTE: FLOOR DRAINS IN THE SERVICE R - 138242' SST RAIL PACKAGE (OR APPROVED EQUAL), _ 1 PQWEB METRO (SEWER) L_ o R = 1242.42• AREA TO BE TIGHTLINED TO THE SANITARY L - 203.20' EXPLOSION PROOF WITH 2 H P. SGV GRINDER . ,_ - i i KAREN SHRP ERIC DAMSON SEWER SYSTEM. _,.__ - -- " I PUGET POWER 821 -2nd AVE. L - 135.48• RIM =28.00 _ -- .. _._ - _ -- - 5 98104 fINLET=23.00 j 1 13230 SE 32nd M 5 117 - ....F (SDR 35) - DISCHARGE _22.00 - - O Q I i (206) 45 WA 9800 SEATTLE, WA ""'C�, LL , I`= - _r - - 54 -6363 684 -1707 ®2% .,,.„� ' - 1 � (206) 4 - 0 p �+ 1 1 PHONE FIBER OPTIC CABLE '• OII I Z co it^', BOB STERN ELECTRIC LIGHT WAVE 0 1218-3rd — NOTE: PROVIDE 18" MIN SEPRATION BETWEEN �' : O O 52, it - U.S. WEST SUITE 410 AVE. COMMUNICATIONS Q PROPOSED. WATER_AND SAN SEWER (SEE PROFILE? `� - 0 i — 1420 5th SEATTLE, WA 900 Y _ - 246 LF 1 -1/2" FORCE LINE O _ _ I SEATTLE, WA (206) 441 -8400 U W U LO(4 INSTALL 6 C.O. W /POLYETHYLENE (PE) SDR- O (206) 235 -3602 ENGR. DEPT. O z F. =1 26• ) W/ RIM FLUSH TOPRESSURE RATED TUBE FINISH GRADE T 2 O RIM -26.25 e Tr( / 1 V s\ IE -24.31 bg INSTALL 1 -1/2" FORCE LINE 70 LF Fy PVC - O EX COMMON ACCESS yy /POLYETHYLENE (PE) SDR- _ 4'x6° SEWER CONNECTION (SDI 35 .® 2.00% SS EASEMENT 3 F'! / % AT BUILDING. SEE PLUMBING PLAN - PRESSURE RATED TUBE WITHIN Im FORCE GROUT ANNULAR S ACE WITHIN C CASING. / MIN. I O GROUT TO EDGE OF MANHOLE AND _ s STA 105 +15 -, 45' RT PROTECT EXISTING CHANNELING ACGE5S.: FJ+SEMENT F.F. - 28.W INSTALL - - WITHIN MANHOLE. ar~cr "'t STORM DRAIN 1 -1" WATER. SERVICE (IRR.) PER SHEET C3 1_ -CORP. STOP 1 '� '. INSTALL Sr CO I�Q ui'4 r T �),. �' � W/ � 1 -1 METER WITHIN CONC. " - �- RIM FLUSH TO FIN. GRADE METER TO BE INSTALLED BY CITY OF REIN 215± y E STir10' WIDE PUBLIC -� ~'- RIM= 28.20 r WATER, � CONTRACTOR 1SHALL PROVIDE AWWA APPROVED ! '� EASEMENT `[ EX ST. 10 ",WIDE. IE 24.50. SERVICE T01 BUILDING 1 DCVA BACKFLOW PREVENTER ca LIC UTILTY EX. WM ,a EMENi : EX. 3" PVC FORCE EXIST.' FIRE \ '* --X1 �.' HYDRANT MAIN O R F %. �' P'C FORCE PdAIN :.` . ,_._.. • ._ ._ z� a• _ ,..._ , . sz�. -; - - _ _ss Ex. Co EX. SSMH EMAIN) � ss EXIST FIRE or ++___ - - -_ I; / i...._ RIM 26.39 WYDRANT'r - _ - - -- __ IE =20.89 3" IN) _ - .,.,ts' "'j _J2'_D:l�+s'� - -x W - - - n -_l__ -_ °_ _-_.' _ d �_ _ _ iZ' __ __ .�`== t?i.,- _ ... --s -_ - - � ...._.. IE =20.74 �8" OUT) ly w �� EXIST. FIRE _ 'i - -- -= ...- �.. -:�.� _._ % ' __ = HYDRANT- _ 9 i s . - - - -_'- _.___._.. EX 12 SD - �- � p 075351 _0 - YEXIST. 10' WIDE R ='-377793• _ _ - o_ alt I _..._ - _.._— __Y - F. PUBLIC UTILITY L =191.05' -- - .. L =210.75' I :n,.�. -_.. ..._ a -�^ - •- EASEMENT --R .93 I < —.. ,o cr 0 u o. PROJ.OE -OPENING -IN -EXIST. 3" PVCf W'Z/'� — FOR ACCEPTING NEW 1 -1 /2" PIPE. V STA 1- 057-20; 45'�tT"""`= - -_ TT -- ,. e �n GRADrWAY :^ . °� ._ - SEAL OPENING W /EPDXL'_GROIfT-FOtLOWiNO__. INSTALL. II " -" _INSTALLATION SHALL DEPTH OF PENETRATION O 1 1 1/2" WATER SERVICE II - "- - OF EPDXY SHALL BE 6" MIN. 1-Z GATE VALVE & VALVE BOX -- 1 -2" TAPPED TEE 1-1 1/2" METER WTHINCONC. METER BOX II _ METER TO BE INSTALLED BY CTY OF RENTON - - - -- . ,.- ALL PER DETAIL BELOW Q = _ _ _ �/''��'��- �_��- �N-��� �wtlwu usl F61 r sERWa vnx FErzR IDCalan w wwr IF var fflwm sruvnix VALVE HD% SHNUL9 MT REST nN PIPE. w w M11FRiN t1St fQt I IYC SERVILE VI1H 1E1ER LOG1E0 w q(dii 6" VAY ffMIN SIDEV 1 COMPgCTI9N IN AREA OF VALVE BOX COULD 1Y' MIN. 9 11 2 p 2 J L Y topped tee. L r SoPPM tee J \) CAUSE THE HREA %AGE -OG HE SERVICE. - - - - -- - SY J -L " Ap Y brsss ppie'xI1M1 tFreetletl erds 0�i> - 14 MAX n a s• lag x z• n: mpenreeass awn .. x r aau ab< wte ape nm wen"R tong) nM s.eo-ma ems . . savor oPan+nP art a r mMae � B.te mire eFal opmng tpPPUg) mh ttreuma eWS (J . - - - - l : - - ,.' Ixop nst Mn valve box SW B' top sectgn xrtb regler hose section s4'nre ­t" urt W tP`gt,'wa' type cnvsr t T. an ra, vMre hint sin r top secem ntn regdor hose sextet J w zecibryelergM to DR'kg' type xaver I/ - - S Y bus bNn 91M -x flPi) i 2 x I M. trus buSM1Fg (!Pi x FPO A - y 2 N T truss d• breiu r!>d 6' IenptN theotled entls I- � w 2 eoxN 1 vY brass pr tranxe algles 6' IeigM M'e °ma eMs .... - .... ... . > J 2' eaN Y Sa' b-°ss °r bra¢ elWn tnPT x FPn % ' - i0 Z _ O 2 ¢oN 11!Y 3P brass a trmze ePms fFPI x iP0 l . -M M U 6 Y wPn w,rpsspa fhMp FaH [89-E6 a. egmL 6 1 VY Ww) x cagresslm r 1l Fp 191 66 a eau,L / W ° © - tng type'K', length to M S U' U_ I. I VY soil copper to PRIVATE PLUMBING J Y son calve elo Me antl a cM1erk vWVe ouNe It vuly 9. S VY .vz°Ctms¢tter „y, Fab L4F p VwP Iz9 x 13 -3A6' m ¢ L nM ) Z > ePPe Lbtq tyx x', length to M _ ) &' r PoG Jett 39YeIl, Fob L4971 °r et _ 2 a - s s J ...::..... SHALL CONNECT - s: L' Jxz+anetter xm w d° Ji -iz9 x 1 s• re egnL nM Z z a p wx g vw HERE - h�»a.nn p,amr erys ostexte.:mll n,ve verteot Met am anlet Fw�g.a ..g rwr: end p.dak xngs m M¢C vd wPle cM1eck volre outleS boll voNe m ( to —1 Wve vert¢al Met W wtlet I . .... ... 1d Rglareter spreomr tp pe zWglktl aM ,gtMletl n neler setter OcmbntYV a 6 CRUSHED ROCK W Z X Z (- BASE TO SUPPORT v mr ter Wt be sy d as nswuea by Oty of R- ,yin puynen< of °u Z ¢ Z w BUILDING - - ) VAULT u raatea ze t r nee and :otNrnnay Pre :sure a,e weir tests u v °ter refer sxu tr o-ggee o,a )o-twea br oty °r Reece, ywa,t a ou W N W g z � 11/2' and 2' WATER SERVICE DETAIL Aura . °� re m f �d srn w Y Prcswre �M pm r 1 ' O'x2d' oncfete inter bnx inn 3/lY sirel tlwmM1p'nte cwa eq,ul b fog iM Q CD N DO it NTS (CITY -OF RENTON STD. DST. No. B30].2) _ Vater S of la No. 2t Meter h:u dull betivAle ztocNed IL IJ'x29' ca <rete refer bov nlM1 3/9' steel Anw4P1°4 cavm egnl to feg txfe 1 / N Z > NOTE: PROVIDE 31 MIN COVER - : : C4 - —1 Seal eo. N, 2t xeter hox smu be muse swxked — 26 - - - - Ice iW property =hen's responaNe fm• o^Y recerswY omPtotvn rc ` 0 0) CD DO 0= Z OVER. PROPOSED. WATERLINE. extew o 1t nw sa a a h p w r n b re Puma fv r re car nmpt °4o- N I i ca w 1_ 5' _J,_i� Q 8x18824, a .pier za-rce. J Q NOTE PROVIDE 24° MIN. COVER � '� Un w z OVER PROPOSED SAN. SEWER INISH GRADE _ - --��� — ��- ���Jl- cu zoo - L LLJ _ _ _ ABOVE SEWER LINE EX GRADE ABOVE SEWER LINE -� �/ 26 ... .... S G/?Ue WAS 24 dffk _� FORCE LINE W /POLYETHYLENE o DO �, - \ : : : : - : (PE) SDR - PRESSURE- RATED TUBE : - PO,� F I Si Rio @�� 6 ° _ l�ii o n - _ _ IONAL coN53 22 _ � . :` / . :.: ; 10 SD - _ _ 22 RECOMMENDED EXPIRES 01 -07-97 w 3 17 SD�1'.'" -. EX. 3" PVC FORCE MAIN - - - FOR A RP CITY OF RENTON by ,t a —/ DEPARTMENT (�I= PUBLIC WORKS ` Z TO EXIST. MANHOLE $DYklltfMbv Gq{9ud� NEW PUMP STATION ' INLET =23.00 SEWER PROFILE 276 In 1" = 20' HORIZ. - N 3 REVISED PER CITY BW JPJ 6/25/96 DEBGJE JG DATE 9/13/95 HLENO.. 1" = 2' VERT. =z 2 REVISED PER CITY BW JPJ �6/1/0/96 I`- DL -- -- ? g CHECKE9 JG _ SCALE 1° = 30' HBDBOOK — PAGE — Y a 1 REVISED PER CLIENT WDM JPJ /796 - ?7 -2254► w N0. PPASKKV BY APPR DATE APPROVED aua.c °o�xs SNEEI' OF 19 18 17 16 15 14 13 12 11 10 9 8 7 6 ox. I A I I I T I 1 6 7 8 9 10 11 O Z Ill 0 7 W J I li I I I I I / 12 13 14 15 16 17 18 COMPOSITE UTILITY PLAN 1 " =30' N et 4E A= 0717'59' 0. R e 2796.42... L - 11229' D = 9539'99' - - -- R - 13814T INSTALL PUMP STATION: L =184.68' = 9525.15 UNIT TO BE BARNES FIBERGLASS DUPLEX R- 1382:42 R = 1382.47 SST RAIL PACKAGE (OR APPROVED EQUAL), _ L - 20328• EXPLOSION PROOF WITH 2 H.P. SGV GRINDER RIM =2800 -- -- BEFORE DIGGING, CALL UTILITY LOCATE AT1- 800 - 424 -5555 U ..r cd to c '0 0 cd 0l c>I. L co 0� c z 0 O_ to ~ U U W O Z Cq 3 EXISTING SIGNAL - CABINET ' . ......- ._,__. L- 135.95 "- INSTALL 6" CO W/ INLET II METER TO BE INSTALLED BY CITY OF RENTON NOTE: CONTRACTOR SHALL POTHOLE WATERLINE - - - - 0 i EX STING 4'x3' EXIST. 10' PUBLIC STORM DRAIN - -- - - I INSTALL 1 -1" WATER SERVICE (IRR.) {� t - -� RIM FLUSH TO FIN. GRADE RIM =26.50 RG00 A E= 22.00- -___.. - -� 1 -CORP. STOP I U EXISTIN SIGNAL - ,U (TYP) \ ) \ ) 1 -1' METER WITHIN CONIC. METER BOX METER TO BE INSTALLED BY CITY OF RENTO o 2151 0 �Q Z . A- 0714'45 - L- 147.69' ' R =3757.93 l \ 110 LF 1 -1/2" WATER \\ PUBWICDEUDLRY SERVICE TO BUILDING EASEMENT ' EXIST. FIRE MAIN ' PVREMAIN)E- o� EX. WM - CE C M N 0 F_ �, Y W 0 O EXISTING EXIS G CATCH BASIN .r ��, POWER POLE EXISTING SIGNAL BOX �''3• 7g' HYDRANT EX. 3 P - r- w i T 2 D t P EX. SSMH _ J o � EXISTING LIGHT 10' Ex. c STANDARD 1 —'� -- -4 STORM VAULT AS PER SHEET C3� ------ - - - - -- I— 246 LF 1 -1/2" FORCE LINE O ":-_ __--- -. _. .. -. i �r-- .�.. �. � -.. _ �--` -- "_-- .. � _ -- � j - - - EXIST. FIRE HYDRANT ._.._ - - '- - _ Y L U A Vol F. = Qs, , 70 LF 6" PVC _ _ - _ —...-- EX. CITY...TRAFFIC INTERCONNECT -- -- TERMAIN 2 - ULL BOX --�- '=EX. WA 5 PR CABLE P -- W /POLYETHYLENE (PE) SDR- PRESSURE RATED TUBE � -" �__- ,. EX. PULLEOX AND JUNCTION­BOX :I EXISTING CATCH BASIN EX. ILLUMINATION 0 =�'11'4� RIM = 2C4. �3 L- 21o.7s II 2" CON E = 20.18 CONTACTOR CABINET -- E _ EXIST. 10' WIDE R = 3777:93 �X GI HT PUBLIC UTILITY L - 191.05 EASEMENT - -' - - _- - -- ._` _._ - - - - -- - J __... - / ( I f (SDR 35) ®2.00% _2.1.25 = o �0 2 O I - INSTALL LIN W ( I� OLYETHYLENE (PE)ESDRE PRESSURE RATED TUBE WITHIN Z J Q _� EXISTING WATER VALVE ( -� 4 7x6" SEWER CONNECTION SS PROVIDE OPENING IN EXIST. S" PVC O EX COMMON ACCESS EASEMENT EXIST. 3" PVC FORCE MAIN (CASING) GROUT PIPE WITHIN CASING. Q Q _I W Cq 3 EXISTING SIGNAL - CABINET EX ACCESS EASEMENT AT BUILDING. SEE PLUMBING PLAN �r 1,01 3 _) I FOR ACCEPTING NEW i -1/ PIPE. I SEAL OPENING FOLLOWING INSTALLAT10N. STA 105 +15, 45' RT O 20 - ',x-20 II METER TO BE INSTALLED BY CITY OF RENTON NOTE: CONTRACTOR SHALL POTHOLE WATERLINE - - - - C) W i EX STING 4'x3' EXIST. 10' PUBLIC STORM DRAIN - -- - - _( F.F. - 28.50 - --L ---=---- - - - INSTALL 1 -1" WATER SERVICE (IRR.) {� t ;.. I OX WIDE UTILITY EASEMENT PER SHEET C3 — - -� 1 -CORP. STOP I U EXISTIN SIGNAL - ,U (TYP) \ ) \ ) 1 -1' METER WITHIN CONIC. METER BOX METER TO BE INSTALLED BY CITY OF RENTO o 2151 �y� Z . A- 0714'45 - L- 147.69' ' R =3757.93 EXIST. 10' WIDE— PUBLIC unary EASEMENT I \ 110 LF 1 -1/2" WATER \\ PUBWICDEUDLRY SERVICE TO BUILDING EASEMENT ' EXIST. FIRE MAIN ' PVREMAIN)E- o� EX. WM - CE C M N 0 F_ �, Y W 0 O EXISTING EXIS G CATCH BASIN .r ��, POWER POLE EXISTING SIGNAL BOX �''3• 7g' HYDRANT EX. 3 P - r- w i T 2 D t P EX. SSMH _ J o '— Z� RIM 22.58 - -., _r- _ _ _." �.- _ -W Ex. co Ex. co I 15 ONC NE = 19.58 ` . i , --*-- r '- ,. -eta EXISTING LIGHT 10' Ex. c STANDARD 1 —'� -- -4 ss EX � -- - ;L U1 w -.I= = .,-. _ _--- - -�„ -i r-' - - - - RIM 26.3 IE= 20.899 _ (3' I— _,,._o.... EXISTING HYDRANT .W/ - ' -'.''- _..,_.�,tl �.- ,, --.zt. ":-_ __--- -. _. .. -. i �r-- .�.. �. � -.. _ �--` -- "_-- .. - -. ...-: _�.. .�� .. -,. ,-� -, -' - Sz -.. ° I -� '. :. _- L - - -> _ _ _ 1 _ LZ;.. T{ -T ?- _...._�. .,..- - _- - - -� � -- - - _ - - - EXIST. FIRE HYDRANT ._.._ - - '- - E 20. (g" pU) OU GUARD POSTS sma_c VM7E x1RtrE EX. J -B`OX .__ e` I , _ : - .. -,�-`- — �1 =.nu.. 1�.=:. - - - -- - -` 1 DI - - L= 9o.S4.• ,. _. �_�:� - _ — - .— - __._ � Ex. _ - -- - - -= - -- . �. .'' - _ _ -- ✓ = °° - _ - '° - ...__ 0253'51,' _ _ - _ —...-- EX. CITY...TRAFFIC INTERCONNECT -- -- TERMAIN 2 - ULL BOX --�- '=EX. WA 5 PR CABLE P -- i" -. - -.... slrwiE vF91e s>Rwc G - --- - R =s7n.es' , C�4STING- CATCH- BASIN - -._. _- _ _ - RIM - 23.30 EX. LIGTfT STANDARD #1017G 8 -60NC. NE_- ,. EX. PULLEOX AND JUNCTION­BOX :I EXISTING CATCH BASIN EX. ILLUMINATION 0 =�'11'4� RIM = 2C4. �3 L- 21o.7s II 2" CON E = 20.18 CONTACTOR CABINET -- E _ EXIST. 10' WIDE R = 3777:93 �X GI HT PUBLIC UTILITY L - 191.05 EASEMENT - -' - - _- - -- ._` _._ - - - - -- - J __... - _. _2.1.25 = o EX. JUNC170N BOX R =3777.93 I g' CONIC SW = 20.18. —4 o o�t2_CON- 2003 -- _ �. - — REVISED PER CITY REVISED PER CLIENT REVISION Snxa h z 5 0 z 0 5N LLJ a� RECOMMENDED z < Z w FOR APPROVAL W N 3 Q O N 90 U r BY — Z — 5/L7/96 0 00)1 M 00 z BY�n N Q H I z w p�' r u0 , z N N z �ii = , ID L'i N Z O O �O U = G 0 J 5. GR ffv Nis �Py pF W A Sy �B� Jf bid 2 I Z w c2 _ ry J XONAL ENG & e coNS EXPIRES 01 -07 -97 CITY OF RENTON E>E=_PARTMENT OF PUBLIC WORKS DEEMED JG - DAIS 91/13/95 PTE rb. DRAYM DL CF>ECKED JG _. - -- SCALE I" = 30' FED BOOK - PACE - APPRDVED - - - -- - s C9 1), 10 MT J L^ i O z M 0 7 W U m File: 5131 -U2 Date /Time: 06/11/1996 09:04 Scale: 1 =30 BRIAN WOLLASTON Xrefs: Z- 513M,Z- 513151, 20 19 18 17 16 15 14 13 12 11 10 9 8 `7 6 R t �4 I OX 6 7 8 9 10 11 12 13 14 15 16 17 . 224 105g20. SOUTH CRADY WAY II 1 -1 1/7' WATER SERVICE - II 1 -2" GATE VALVE &VALVE BOX II 1 -2° TAPPED TEE ._----- ---"-` _ II 1 -1 1/2' METER WITHIN CONC. METER BOX -- II METER TO BE INSTALLED BY CITY OF RENTON NOTE: CONTRACTOR SHALL POTHOLE WATERLINE - - - - X. STORM PRIOR TO CONSTRUCTION TO DETERMINE CONFLICTS MANHOLE O WITH STORM PIPES. - NOTIFY ENGINEER IMMEDIATELY. REVISED PER CITY REVISED PER CLIENT REVISION Snxa h z 5 0 z 0 5N LLJ a� RECOMMENDED z < Z w FOR APPROVAL W N 3 Q O N 90 U r BY — Z — 5/L7/96 0 00)1 M 00 z BY�n N Q H I z w p�' r u0 , z N N z �ii = , ID L'i N Z O O �O U = G 0 J 5. GR ffv Nis �Py pF W A Sy �B� Jf bid 2 I Z w c2 _ ry J XONAL ENG & e coNS EXPIRES 01 -07 -97 CITY OF RENTON E>E=_PARTMENT OF PUBLIC WORKS DEEMED JG - DAIS 91/13/95 PTE rb. DRAYM DL CF>ECKED JG _. - -- SCALE I" = 30' FED BOOK - PACE - APPRDVED - - - -- - s C9 1), 10 MT J L^ i O z M 0 7 W U m File: 5131 -U2 Date /Time: 06/11/1996 09:04 Scale: 1 =30 BRIAN WOLLASTON Xrefs: Z- 513M,Z- 513151, 20 19 18 17 16 15 14 13 12 11 10 9 8 `7 6 R t �4 I OX 6 7 8 9 10 11 12 13 14 15 16 17 . 224 T-30' 1 4" E R = 2]9 &42• STORM VAULT L = 11220, AS PER SHEET C3 p = 05.38'9Y ".. R = 138 AT L = 13598' UTILITY SERVICE PLAN N P SW 1/4, S. 19, TWP. 23N., R. 5E., KING COUNTY, WA. NOTE: TIGHTLINE fL00RDRAIN THROUGH OIL /WATER SEPARATOR TO SAN. SEWER SYSTEM. NOTE: FLOOR DRAINS IN THE SERVICE AREA TO BE TIGHTLINED TO THE SANITARY SEWER SYSTEM. NOTES: 1. SEE SHEET C -1 FOR STANDARDS AND SPECIFlCATIONS. 2. PUMP STATION SHALL BE EQUIPPED WITH A NEMA 3R CONTROL PANEL AT BUILDING. UNIT SHALL BE BARNES 3 -PHASE FOR DUPLEX PUMPS (OR APPROVED EQUAL) - 800 GAL: OIL /WATER SEPARATOR BY UTILITY VAULT MODEL 577 -SA OR EQUAL RIM =26.60 IE =24.60 4" IN) IE =24.35 6" OUT) p.DT39.15 BEFORE DIGGING, CALL UTILITY LOCATE AT 1-800-424-5555 INSTALL PUMP STATION: L- 184.88• --� 1 R =1382.42 A - 0azs•15 UNIT TO BE BARNES FIBERGLASS DUPLEX "'� 1' r - -- � R = 1382.42• SST RAIL PACKAGE (OR APPROVED EQUAL), 1 L - 203.20• EXPLOSION PROOF WITH 2 H.P. SGV GRINDER i 1 1 ? 2% RIM 7=238. 2238 ... INLET -23,00 DISCHARGE= ^><2.99 21.88 - — 246 LF 1-1/2' FORCE LINE 6" W /POLYETHYLENE (PE) SDR- U 6p1 200 MILL STREET SIGNAL SHOPS RENTON, WA (206) 277 -5570 �.F. 26 POWER METRO (SFWERI C O Z y FINISH GRADE W RIM24221 TUBE . PRESSURE RATED .. _ vol 13230 SE 32nd M/S 117 BELLEVUE, WA 98005 (206) 454 -6363 SEATTLE, WA 98104 684 -1707 PHONE FIBER OPTIC CABLE BOB STERN ELECTRIC LIGHT WAVE U.S. WEST 1218 -3rd AVE. COMMUNICATIONS IE =T .31 1420 5th SEATTLE, WA 98101 SEATTLE. WA (206) 441 -8400 (206) 235 -3602 ENGR. DEPT, S 75 3 u .L FOR ACCEPTING NEW i -1/2" PIPE) '•' AS-BUILT 4 "z8" SEWER CONNECTION 1 CO OR 5) ® 2.00% Im (n t REVISED PER CITY BW JPJ AT BUILDING. SEE PLUMBING PLAN DESIGNED JG DATE 9/13/95 Tu>: NO. , i'-zg 2 I BW JPJ 6/10/96 gym+ DL ' -- 1 REVISED PER CLIENT ^ A JPJ f E " F.F. - 2850 P€LDm - No. FE�610N STA 15, 45 RT - STORM DRAIN MENT - -- '- --- 77 INSTALL 1 -P' WATER SERVICE (IRR.) STOP I PER SHEET C3 (TYp) x..e ='K "'P X- INSTALL 6" CO W /.. I 1 -CORP. y 1 1" METER WITHIN CONC. METER BOX -K OF RENTO > EXIT. 10' WIDE PUBLIC i -- UTILHY EASEMENT =?2 - X. h - k',' • RIM FLUSH TO FINN GRADE RIM -28.20 110 LF 1 -1/2" WATER E T. 10 "WIDE IE -24.50 METER TO BE INSTALLED BY CITY CONTRACTOR SHALL PROVIDE AWWA APPROVED 1" DCVA BACKFLOW PREVENTER� UTILNY SERI {CE TO BUILDING ®� 3" CE 3�� OVREMAIN) MAIN (T 'w Ex. C. EXIST. FlRE CD U 788' 'HYDRANT R- T 11 I 1 I 1 1 I 11 I 1 � 11 I UTILITY CONTACT LIST CITY OF RENTON CITY OF RENTON 200 MILL STREET SIGNAL SHOPS RENTON, WA (206) 277 -5570 3335 NE 2nd ST. RENTON, WA 98056 (206) 235 -2638 POWER METRO (SFWERI KAREN SHARP ERIC DAVISON PUGET POWER 821 -2nd AVE. 13230 SE 32nd M/S 117 BELLEVUE, WA 98005 (206) 454 -6363 SEATTLE, WA 98104 684 -1707 PHONE FIBER OPTIC CABLE BOB STERN ELECTRIC LIGHT WAVE U.S. WEST 1218 -3rd AVE. COMMUNICATIONS SUITE 410 1420 5th SEATTLE, WA 98101 SEATTLE. WA (206) 441 -8400 (206) 235 -3602 ENGR. DEPT, V 7RCE MAIN I ' `RI 5 MF RIM 26 3a ` 84 3 ((88 ' OUT) TIRE t � INSTALL 1 -1/2" FORCE LINE EX COMMON ACCESS W /POLYETHYLENE (PE) SDR - EASEMENT PRESSURE RATED TUBE WITHIN EXIST. 3' PVC FORCE MAIN (CASING) GROUT ANNULAR SPACE WITHIN CASING. BY GROUT TO EDGE OF MANHOLE AND PROTECT EXISTING CHANNELING WITHIN MANHOLE. ! 2,51 r V 7RCE MAIN I ' `RI 5 MF RIM 26 3a ` 84 3 ((88 ' OUT) TIRE t � 30 BUILDING 28 NOTE: PROVIDE 3' MIN COVER OVER .PROPOSED WATERLINE. 26 24 —� 22 ° ail a 1ST STA i05 +20, 45'_ -RT " " -'- " "' ' II ._ - SEAL OPENING W //EPDXY_- GROUf-FOCLOWIRG INSTALL: II __INSTALLATION[ "OEV'TH OF PENETRATION i -1 1/t AT WATER SERVICE II _ OF EPDXY SHALL BE 6' MIN. t -2" GATE VALVE &VALVE BOX II � - 1 -2' TAPPED TEE ��� i -1 1/2" METER WITHIN CONC. METER BOX D _ - -- - - -_ - - /M;ETER TO BE INSTALLED BY CITY OF RENTON _ �, .- _`--�„ �,rr-- �.- �..-w- " _ _ r LfaEL PER DETAIL BELOWQ = _ - /--� -� \�,�, �.,.��,�f w w lam-` -k ttXna vnx Rnk LoulEfl w 0, n¢ivssXr m rclra Laa la: u nv r R sloE�vn i^ l "" "'� ^' A _I _ 3 �QwTpy. V V OX SHOULD OT REST N IPE I V X (lll O S'C'AT T 0ry w AREA 0 VALVE 10' MIN ° `\ i rJ z. 6 w mp In a,.e aoPO r wroea U. 1e .nn lnesem e,a alsn 14' MAXa. r eg[ :i Y mu I w<n _carol nln ua.xa e.a,. a r =1 a�wkalw [row 11. mere t nm HN, ar Mes. 4q Per m0 / t: 1elgtn`b`m 1p' t w hb a kR zecgon nN re9Aw Wze sxYm T. pe[e M1 b -1. B' kp _Nx nN replan mu u[tm Y [1wz e� frt, Ny' type ewer z ) a enaz a ) " [essmNPl a !IDl ez R r w 9 - - i b Y Masi npd Ih N I VYSbrasz ar bonze 6' ength Weame <Ns 6 Y xIPT -m M R Lm 1 4 z ea " 6 I VY giPf aNr mkg Iva [Aa ta or epw. T Y zott �. n 3, IVY soft [ropy I-C lyp. T @ryN k m \ PRIVATE PLUMBING a r v pn w II Para ua a -... a 1 v2v p.a ! ] IT 116'mepal wk Ant we e4 rba uanme9w SHALL CONNECT s'r lO' btryf p°S r ,l ` 2 3 5 6 ] Rw pl w udp. k.Tps G "Ne decX vdre a.t etpu rare m 9 ilagel�etkr nN %pus Faro VM P IR"13116' a egnL .M ( ' .:HERE qpe< erg. rte. wet .m m<r. wpe wl.e na ooaaX eegsm Hek .M rvge mxX wv<wlea bm vow o,( w re bums. mn p.ua[X mge asto,se<ter Hwv m.e .eram n n o,e au« 10. PoN rekr 4e k nmd nsto ea aaekr rtkr by cmk.ca CRUSHED ROCK 1a Rue now .pr..mr k b zwp na ..e mklaa n.kr zeuer br [.na.[ew. BASE TO SUPPORT v kr mU b umu s Il T1..r 1nt= ww wme^t ar .0 x ,wpb ,b mt. ea br oq .f ae.tw "pm YM 9 re tea k h b Ys b z . perry kzis LL V.krai,eter sm f s. s .n.rY IT ON, wa puHY kses nt a d1 /I 11/2 and 2 WATER SERVICE DETAIL VADLT ewk[wm splkfgtrh (� C4 HTS 1.11 Ur RUNTON ATC. .1 : BT 21 IS L u :M 0.. r ­1 1, IN IN., A, ` be mwe —1 .. Ia Tb rr.pmr re[mrma ran .nY re[ez:err .mpkkn: aTb,remrtv.wer anew. =ne rw .nv a[<se.ry .mpt.tmw <. awn a nW serve¢ Q erkngan a rokr sane¢ NOTE: PROVIDE 24" MIN. COVER - INISH GRADE OVER PROPOSED SAN. SEWER ABOVE SEWER LINE -- EX GRADE ABOVE SEWER LINE 26 5 wa ' s sy�/6{ �/ 1- 1 - /2 FORCE LINE. W /POLYETHYLENE (PE) SDR- PRESSURE RATED TUBE ° f IS1 RX�� ONAL Ea6 19' SD 22 RECOMMENDED ExPIRES o1 -07- 1�/I FOR APPROVAL Z O a U 0 W I— U W L W -U C c O co 0) � _c co ca 0 O C cc rrO^ VJ W Z (L w J W W cr iU co c —0 O W _ � U 0 Z O z rn N d� W ><, Q Z ly z~wc > N sz a I`0 N N O O N r_ o O p N w Z CN a I z� N N w Z UD O > O ED ED U v=i t7 �1 DO �w 2 b bey NS' V ,400 EX. 3" PVC FORCE MAIN E 6 /P+ 96 CITY OF RENTON BY 3 BY � DEPARTMENT OF PUBLIC �Y 9AMV GNf9u✓ . EXIST, MANHOLE TO MANHOLE PROVIRE.DPENINo 1N-EXIST. S PVC i g. -. _ _ °8011�H`GRADYYVAY ` _ FOR ACCEPTING NEW i -1/2" PIPE) 4 30 BUILDING 28 NOTE: PROVIDE 3' MIN COVER OVER .PROPOSED WATERLINE. 26 24 —� 22 ° ail a 1ST STA i05 +20, 45'_ -RT " " -'- " "' ' II ._ - SEAL OPENING W //EPDXY_- GROUf-FOCLOWIRG INSTALL: II __INSTALLATION[ "OEV'TH OF PENETRATION i -1 1/t AT WATER SERVICE II _ OF EPDXY SHALL BE 6' MIN. t -2" GATE VALVE &VALVE BOX II � - 1 -2' TAPPED TEE ��� i -1 1/2" METER WITHIN CONC. METER BOX D _ - -- - - -_ - - /M;ETER TO BE INSTALLED BY CITY OF RENTON _ �, .- _`--�„ �,rr-- �.- �..-w- " _ _ r LfaEL PER DETAIL BELOWQ = _ - /--� -� \�,�, �.,.��,�f w w lam-` -k ttXna vnx Rnk LoulEfl w 0, n¢ivssXr m rclra Laa la: u nv r R sloE�vn i^ l "" "'� ^' A _I _ 3 �QwTpy. V V OX SHOULD OT REST N IPE I V X (lll O S'C'AT T 0ry w AREA 0 VALVE 10' MIN ° `\ i rJ z. 6 w mp In a,.e aoPO r wroea U. 1e .nn lnesem e,a alsn 14' MAXa. r eg[ :i Y mu I w<n _carol nln ua.xa e.a,. a r =1 a�wkalw [row 11. mere t nm HN, ar Mes. 4q Per m0 / t: 1elgtn`b`m 1p' t w hb a kR zecgon nN re9Aw Wze sxYm T. pe[e M1 b -1. B' kp _Nx nN replan mu u[tm Y [1wz e� frt, Ny' type ewer z ) a enaz a ) " [essmNPl a !IDl ez R r w 9 - - i b Y Masi npd Ih N I VYSbrasz ar bonze 6' ength Weame <Ns 6 Y xIPT -m M R Lm 1 4 z ea " 6 I VY giPf aNr mkg Iva [Aa ta or epw. T Y zott �. n 3, IVY soft [ropy I-C lyp. T @ryN k m \ PRIVATE PLUMBING a r v pn w II Para ua a -... a 1 v2v p.a ! ] IT 116'mepal wk Ant we e4 rba uanme9w SHALL CONNECT s'r lO' btryf p°S r ,l ` 2 3 5 6 ] Rw pl w udp. k.Tps G "Ne decX vdre a.t etpu rare m 9 ilagel�etkr nN %pus Faro VM P IR"13116' a egnL .M ( ' .:HERE qpe< erg. rte. wet .m m<r. wpe wl.e na ooaaX eegsm Hek .M rvge mxX wv<wlea bm vow o,( w re bums. mn p.ua[X mge asto,se<ter Hwv m.e .eram n n o,e au« 10. PoN rekr 4e k nmd nsto ea aaekr rtkr by cmk.ca CRUSHED ROCK 1a Rue now .pr..mr k b zwp na ..e mklaa n.kr zeuer br [.na.[ew. BASE TO SUPPORT v kr mU b umu s Il T1..r 1nt= ww wme^t ar .0 x ,wpb ,b mt. ea br oq .f ae.tw "pm YM 9 re tea k h b Ys b z . perry kzis LL V.krai,eter sm f s. s .n.rY IT ON, wa puHY kses nt a d1 /I 11/2 and 2 WATER SERVICE DETAIL VADLT ewk[wm splkfgtrh (� C4 HTS 1.11 Ur RUNTON ATC. .1 : BT 21 IS L u :M 0.. r ­1 1, IN IN., A, ` be mwe —1 .. Ia Tb rr.pmr re[mrma ran .nY re[ez:err .mpkkn: aTb,remrtv.wer anew. =ne rw .nv a[<se.ry .mpt.tmw <. awn a nW serve¢ Q erkngan a rokr sane¢ NOTE: PROVIDE 24" MIN. COVER - INISH GRADE OVER PROPOSED SAN. SEWER ABOVE SEWER LINE -- EX GRADE ABOVE SEWER LINE 26 5 wa ' s sy�/6{ �/ 1- 1 - /2 FORCE LINE. W /POLYETHYLENE (PE) SDR- PRESSURE RATED TUBE ° f IS1 RX�� ONAL Ea6 19' SD 22 RECOMMENDED ExPIRES o1 -07- 1�/I FOR APPROVAL Z O a U 0 W I— U W L W -U C c O co 0) � _c co ca 0 O C cc rrO^ VJ W Z (L w J W W cr iU co c —0 O W _ � U 0 Z O z rn N d� W ><, Q Z ly z~wc > N sz a I`0 N N O O N r_ o O p N w Z CN a I z� N N w Z UD O > O ED ED U v=i t7 �1 DO �w 2 b bey NS' V ,400 ,.e. 5131 —U Dole /Time'. 0612611995 16 :21 5­le- 1 =30 BRIAN WOLLASTON Xrefs: Z- 5131T1.Z- 5131S1, I 22 �9 RIO"-LIL !,�4119_ M O z I O 7 W d In EX. 3" PVC FORCE MAIN - 6 /P+ 96 CITY OF RENTON BY BY � DEPARTMENT OF PUBLIC �Y 9AMV GNf9u✓ EXIST, MANHOLE TO MANHOLE NATION SEWER PROFILE o1 •- 4 AS-BUILT — DCS JPJ 11-14 -96 20' HORIZ. }Om aoa 3 REVISED PER CITY BW JPJ 6/25/96 DESIGNED JG DATE 9/13/95 Tu>: NO. 1" = 2' VERT. i'-zg 2 REVISED PER CITY BW JPJ 6/10/96 gym+ DL -- 1 REVISED PER CLIENT WDM JPJ 5/7/96 CHECKED JG 6CAIE 1" = 30' P€LDm - No. FE�610N BY APPR DATE A�NED gaEEr C4 pF ,.e. 5131 —U Dole /Time'. 0612611995 16 :21 5­le- 1 =30 BRIAN WOLLASTON Xrefs: Z- 5131T1.Z- 5131S1, I 22 �9 RIO"-LIL !,�4119_ M O z I O 7 W d In v aj _c -a c C.10 co 0) o co COMPOSITE UTILITY PLAN BEFORE DIGGING, o CALL UTILITY LOCATE AT 1- 800 - 424 -5555 ca o o c % o co U W O Z J 1 4' E p- OT39'15 _ _ - / p . ort7•s0' INSTALL PUMP STATION: L- lease• i 1 . 2798.42 , r _ _ _ _ _ - R- 1382.42 -��� -- � t - nzze p . 00'25.10' UNIT TO BE BARNES FIBERGLASS DUPLEX ___,... `-"-� '1 r -- -- I 1 p - R = 1382.47 SST RAIL PACKAGE (OR APPROVED EQUAL), I I ' R . 1302.42• L - 203.20' EXPLOSION PROOF WITH 2 H.P. SGV GRINDER INSTALL 8' CO W/ IPoUET- 8102238 \ ,. RIM FLUSH TO FIN. GRADE CIS CHARGE= g?;9& EIM24500 _ . 1 STORM VAULT - _ _ _ _ \ �\ r AS PER SHEET C3 - - -- '' 246 L 1 -1/2" FORCE LINE W /POLYETHYLENE (PE) SDR- U ` LOt A F. = 26• 5 46 LF 6° PVC PRESSURE RATED TUBE - /� i (SDR 35) ®2.00 Vol 2 INSTALL 1 -1/2" FORCE LINE LLI �+ W /POLYETHYLENE (PE) SDR - g I �ar EX COMMON ACCESS PRESSURE RATED TUBE WIiTHIN Q ° I r EASEMENT EXIST. 3" PVC FORCE MAfN (CASING) Q Q ,= L 4 °x6" SEWER CONNECTION 14 PROVIDE OPENING IN EXIST. 3" PVC GROUT PIPE WITHIN CASING. _I W s EXISTING WATER VALVE `� AT BUILDING. SEE PLUMBING PLAN FOR ACCEPTING NEW 1 -1/2" PIPE. ON SEAL OPENING FOLLOWING INSTALLATION. 0- Q EXISTING SIGNAL— ACCESS EASEMENT "i vol 3 I 20' W CABINETS STA 105 +15, 45' RT0 y F.F. ° 28.50 INSTALL (J 1 i EX STING 4'x3' STORM DRAIN - - -1 _ _ -- - - - - -� h 1 -1" WATER SERVICE (IRR.) J OX EXIST. 10' WIDE PUBLIC _ - ® UTILITY EASEMENT PER SHEET C3 — P 1 -CORP. STOP _ J U E %ISTIN SIGNAL E (TYR) \\ 1 -1" METER WITHIN CONC. METER BOX o —I p- 0714.45' METER TO BE INSTALLED BY CITY OF RENT O ,0 2153 W Z Irlaze9• EXIST. 10' WIDE \ R- 3787.93 PUBLIC TTLffY \ 1110 LF 1 -1/2" WATER o Ex WM 1 o EASEMENT I \\ PUBLI IC UTILITY SERVICE TO BUILDING MAIN 0 PVC FORC REMAIN E —}'L O EASEMENT EXIST. FIRE (T ) (3) W HYDRANT EX 3 P C FORCE MAIN ' POWEIR GPOIr a '0'w vC =- EX.. SSMH O EXISTING CATCH BASIN 1 EXISTING SIGNAL BOX �dyB, ss Ex co - E1, 12 D I;P _ - -'O "., - _. I IS`T NG LIGHT Ex co __ --o-- °yz RIfA =26.39 ° RIM 22.58 �, _ W ez. c Ex. co 1Q' - _ - _ 15° NC NE = 19.58 __ z 01 W �' �.. ._,. ._: _ - - j.p.'a_.1 'H _ _ _ - _ - ' It -20.4 8" Olii Ex STANDARD - .i2 dX w - - -+- 3 - ) EXISTING HYDRANT W/ r0' _" _ - -:- - -- , __. __ „_ ,... ____ 1£,. -Di w ----------- _ __ (z ti. -- - __, _ _ _._.T__ - INTERCONNECT co GUARD POSTS swcxE v�u7c s7Rlvc EX. J =BOX _ =.: =0.&22!1�.A . _ _ - T . -0'.e. - L- 9osar_, - 12 - -" -, as _ ,,� EXI T aFIRE HY 29 PCABLE FPULLTBOXN ,m.. �..n= ���_ -- x �,' _ .. EX.SWATERMAIN DRA EX, VALVE BOX _.. - -_ .... R -37n.63 -Ex 1 },. ;yD _ _ - -_ _ _ _ - EX. PULL BO% p - 0753.51' _ -X. LI HT STD RIM 23 EX PU" X AND JUNCTION,BOX EXISTING CATCH BASIN EXIST. 10 WIDE R +- 3777.93• - NT -..... sriulc vyge s7wre EXISTING CATCH BASIN p -o3•t 1:4 .I "°' " -- -- - .30 -EX. LIGHT STANDARD #1017G EX ILLUMINATION E- zto.75• RIM - 24.13 PUBLIC UTILITY L - t91.o5' ° W CONTACTOR CABINET 12" CONC NE = 20.18 EASEMENT g 8' -6' NE 21.25 EX. JUNCTION BOX R- 377793 8' GONG SW - 20.18 ° 17'.CON� S 20.03 6 S " II STA 105$20, 45' RT .. _.. II INSTALL: _- . rn II 1 -1 1/2" WATER SERVICE SOUTH GRADY WAY II 1 -2•' GATE VALVE & VALVE BOX - O z N II 1 -2 TAPPED TEE -.- II 1 -1 1/2 METER WITHIN GONG. METER BOX N a II METER TO BE INSTALLED BY CITY OF RENTON__ [RECOMMENDED z < NOTE: CONTRACTOR SHALL POTHOLE WATERLINE - - -- '-EX, STORM FOR APPROVAL w N g z PRIOR TO CONSTRUCTION TO DETERMINE CONFLICTS MANHOLE S G Q M N N p WITH STORM PIPES. 9Y IMMEDIATELY. �PV o�w SpGe NOTIFY sizes /9e/ m z BY w y 1� ,)Y 9 P Q• 1- (O (O � O,��s is EPEO ..r JAY ONO W > I Y U n x NAL E'4V II �� EXPIRES" P7 S . GRG� s6� � �F WASy d J � AS —BU /L T r� c i N S-22% .{� w A L F � , OO EXPIRES 01 -07 -97 'CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 3 AS -BUIL T DCS JPJ 11 -14-96 DESCre0 JG _ DATE 9/13/95 FILE NO. 2 REVISED PER CITY BW JPJ 6/10/96 IMAINN DL_. -,_ II�� /gyp 1 REVISED PER CLIENT WDM JPJ 5/7/96 °�� JG scALE t "- 30• FEIDM - PACE -__ p�L7��iJ� % FmON BY NNR DAIS PPPROYt� ___ .__ C9 OF_1- Fle. 5131 -U2 Date/Time 06/11/1996 09:04 Scale: 1 =30 BRIAN WOLSsrON %refs: Z- 5131T1,Z- 513151, to O Z m O 7 W U m