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HomeMy WebLinkAboutS-225401UTILITY 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