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HomeMy WebLinkAboutzW-0339Set- rx. �--�- ofri PPc (sfo o� /;% 90 C7�GG '25 'Sp '75 i *GO `25 DSO '75' II to Q\ r `� 0 r sf� o'GG J /1 6 "�ofevbe.fL M; �iuord �,-fs sf 6,00 egg— /... sc G. Sro / - 27 79 /OOfA X e Sf P lia ri /e o /Gng soufi� boui7dony /i/e 3 4" Soi c' � /erue i� /es % Gi �, - -- - -- LAKE --- --- - - - - -- W/ Sr � -- �/ / �P S; o /26 >72 / 12 w2 C/ 7—/'Ww/f7j j' ToP f_�—.E � nh /261so /2' %6 "C/ Tcc lr'n FCJ - 6 ° Go% Uo/ e /FLrm/ Hvd �nf lri�j Guo d Posfs � �fo 2'Ny°ioaf /rr7J 11 G�ord p�sfs /T7J(Uor CITY OF RENTON ENGINEERING DEPARTMENT W- X39 12"D.I. WATERMAIN f, -on N.2BT" PL.:,.d BURN91 AVE.N. io THE GRIFFIN HOME ESIGNED , G DATE iAWN. 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L. c � -- _ NECKED 9L.0 ISCALE�' -'J Ieto eoo��6 wc� to 7 /� a -* f+5 - 40215th Avenue East - Seattle, Washington 98112 N79o8a5�4625 206.329.8300 E1776.7930 206.329.5494 fax - ew@emrks.org - .. 0 ASSCRETE -:- • FIR AREA UNDERGROUND * X ( \ /" - THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATIONS 1E03)- 3U7•11000: -- I AX IYUU).351 -VVUU ,. ELECTRICAL t;, - x TO AVOID DAMAGE OR DISTURBANCE. •' CONDUIT N I AKB JOB 02046 D PROP. CKERY WALL .. ,�� €(. /. 25'R. 7 MAX.) .I / / PARKING f,,• 5. CONTRACTOR OEPROVIONPIBVEMEtJOTFRESTORANIONCPEOR CITY, COONDARDE AN 1 POROUS PAVING RELOCATION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES. PAVEMENT �.'I. / 4'" THICK - GRAVELK FOR ALL UTILITIES CROSSING ',EXISTING /) FQJ� IT01 NEW CONC STEPS � A II � �1 1 WATER METERS E N W. 8' 8' CONCRETE, 7YP. & SERVICES CO ERETE 5 ' SAW CUT PAVEMENT .WM yy p MATCH EXISTING _ WM H _ -- AS GA5 Gv .. .. X GAS X rA =.-�— .. -.. _ F.F.=;84.0 A- FI (1) FIRE HYDRANT HYDRANT { I F.F. -84.0 W/ 2-BOLLARDS X ROCKABASECCOURSE SILT FENCE (T1P.�(j. PRESSURE BLOCK REDUCING �{ ! C O XG (T,YP.) 6" THICK CRUSHED / . DEVICE :09 "w-0- 55 PROTECT UNDERGROUND g )9 _ Jo -. POWER AND COORDINATE E1606.5042 FEA F ENI I ( "c Q 5y W/ UTILITY CO. FOR ANY - 'p•: REQUIRED RELOCATION./ - •° L O rrr VAt Jb I iL C8 PROTECTION SAW -CUT PAVEMENT MATCH EXISTING - - "- Revisions .. _ ,. - - ..,• � -'- � - :-•._. 14190404 ,7725 E1672.1569 21 JUNE 2002 � GRAPHIC SCALE SITE PLANR ( IN I FEET 1 Pro. No. 02 INSTALL 5 INCH I inch 30, -008 CALL BEFORE YOU DIG! 1-800-424-5555 wT�- r7 - ®;`t9 STORZ FITTING � R'ECQRD DRAWING', 1700'7 I� I `vni. 4I1� 3 � � k /� I >i,.,.r< ■■ <„ �. �I.O ■v EXPIRES 12 044�� SCANNED JUL 1,5, 2003 1,08 ; 'w - 9a5 o u SCANNI EO MAR 2 8 200:) �F R 0`57 i I I I �I lid,II I I i i II I S _ I SEC. 5, T 23 N, R 5 E, WM �Ac KEi_L HA'EP'A� ISFE NOTE 5 CONCRETE CLASS C \ + TICE ..,EL NOTE 3; Rav L au, TI s n:a + , vr. .iv r� PROF. I.:N[ ' I I i( w� azrAF r .r. .° 2� I / %° FOUNDATION LI VCL a __sI[Cr. wit x 63U!L ilIM1G SEWED, PIF I U ?LIRE HJI - � — .•p2 \...DING SEWER r J ` 4.. STUB SERVICE DAKER INT gPrR �1 WITH 6" SIP: OUTLET s ` r.s. .., ,,,.0 _ °, ° ^a"°'•• z ° •• .• +m ...r.,.�i. -. . °.2.,., -� J� - _IM TS .P. "nr BACKFNL_ MATERIAL - -- _.i SEE n7C 5> rf i IVP. oc .fl Ialr PFC I r �+ c - C w R v s ary .s rr e¢.ur POR.IDY 'WHITE INS STT16L ON S13E r I WooRDIYG -SEWER' WITH A3-- WCH. IP CK E TEE' +S a 6" S1llE SEVER AND BUILDING SEWER AMJil N6 VIBE WRAPPED .DU,4D E ST• p ANL ? ExTENpEO TO THE TOP OF THE STUD. LIDLESS OTHER AP BY THE •'re `s•'• n - ..,. • " `.x en `c .." " ' ` w .. e,ro °. ...,.e a°.. n " . _ r MR. TEE .G 5'Bc J BEDDING MATERIAL FOR RIGID PIPE � SEE NOTE Gl . -J FOUNDATION LEVEL f �. // E <- BCD ➢LNGFOR RiG1D PIPE • .mac - - BED ➢LNG !'_ASS JESIGN "' •� CI AK' TAR THRDUG4 CAST IRON SADDLE SECURED TO SEVER RAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEVERS TO EXISTING NA1ry. 6- ALLOWABLE MA%PLAIN PIPE CLAY. ANp REINFORCED CONCRETE. BI :.`:0 CI r FOR CAST IRON PIPE PIPE SEVER MAINS A TO HE CORE DRILLED OR DUCTILE IRON PIPE. :usxt /;i 0.E1c °'^^ ^ s y .a •• °`'^•'"' ur.[[� T— o r ? qtr ° "" 'c "u — °' " "^P• "•�..+ �u• .y _ va sew ir+ , aN I6 M1 V�.m g LTA. _ I. I s+ °I'sim' A 1 . FiG a HENc VP.E 1 BUDDING MA'LRIAL / ECP - .EXiB_- PIPE . EE -NOTE 7: / L1, ! ry e' xIx e..e z. .c PPE BEDDING FOR SANITAPY SE',4EY:5 L e'. st r rEE HORIZONTALR _- VER SEVER ' -SEVER MAIN CONCRETE BLOCKING ANGLE STANDARD SIDE SEWER INSTALLATION OF TEE AT MAIN OVER 25 TYPICAL SIDE SEVER ELEVATION (SEWER MAIN TO PROPERTY LINE) z .,._� °. ...., zw. ,�.�, z i - x .,..,.. °i .._,..• sx. ao • .,.,... : �.. ` °•°-'• °'°^' ° - °'• •'c- mzn• I r...r°. z r... ..°..°. ae,• .,. :. H.. .E_ wv. sZ= CONCRCTEa ,41q i. axtiv FOUNDATION LEVEL T .. — LExI BLE BEDDING FOR r PE ADO1'TED N • m ELEVATION NniE. . � ctiOOr IaTVx UNLESS O1 HERVISE S THAN IN PLAN, SITE SEVER SHALL HAVE A MINIMUM 5' COVER qT PROPEP.iY si LINE DP. 3 -5' LOWER N THE LOWEST .CUBE ELEVATION, WHICHEVER tsr PATE: �i /:5/s+ ]S LOWER. — s ,~ • •' • ", •tern. „w °•'� °, - °,e ro r• w °^ ^' °• 4' -^ •^+ �• •" BLCCKINC' °�• J wr".ro ..n v °. moor n� q","w �:: '1•T+nw n SIVIGt RROCEDURE my Plins75. n PACE Owr. nAMr- w,BC SP GE. OOT7 ➢ATE DWG. NgME BR3S SP >AGE: 5078 s° . ....... .... ..-, .:. MO .,.<. ,.r D <°» UW+ NAM>- BR26 SP PAGE: 6 ^9., � xYOR4� SxN.t eE COREY -TYPE EW/C iD rOMw T -SrrO GEPNE55Ti.Y TYPE SWX AS 0.eN YkDAW01A Y 4 x 9RR re' 10 RO' f1ElNa'J e4Ex aF CURS 'fMaI.ROr WW SUPER EN1NtE6V Tll0 TIRI 6- VFW.WIEwL JLIKr 2' BUVrO RAC', R, . 1' Y Af OPETiNC. TW I -t/y 08C COMNEC'➢Oxs >"wT I s AO—I TO gAT4£ lIW Y 54xwap TMRF,.OS s' PWPFA �IMECROH [tlY 6 iHREIDS MM A $TORT2 MAPECl, 4' SFAT(tE 7lpP ,p w£[E GST P8r vyvE Bpx Rlix kLG Trtf CavFA 5' s1aRR w1MCNEfl YMiH t/N' SrAMMES STEEL CASTE. Ey,y. TO CL FgINORr CO. siwxOARD s- Im xCnp4 TH XlR�R:TAWR OPEGtMO XAIT Ftff NDMwNL TO �QEAR ew4 SECRYI tFEx:,N TO YwltE nVt IINF COAlS PNM. PIiYR1MTYE BEW REO YE OIG eRi6 IS -i56 SKESY YElxoq tR AI4RO5ED EGrAI Y4N 4' j f /PALE 8050} MPUPN f11EiLCigM i0 FACE FOAOWIT AWNBLr G' of 5 /O" L- [rus HOJ Rock I OR FLAT TER r , r t iir_ _ 1-/� �J 'l � !I � SHMAIMED Y•MdPixE�ilq LiY�r4RVl.R EwE MtORAIi p[rFjm,71 10 BE usEB D IFOINEO. LtE- -` -�- G !/ I. < -G QUARRY STALLS -\ l o ° ` -,i .. a1 1, ❑ ° ° o V/ d � Ci \ �° � L° - � ti� C. P, F . D. �fRT_t o T H Y E C (Ri t ^'={I- - nv. w aPtI\ f ACnwl xU F [ I2tu£'ZsNtEOEr +i gxi sII' uE wR sWeii E E _ z YDIO G' - APPROVED FILTER fABRI C MA BE REQUIRED UIOER CERTAIN SOIL CONDITION S i7 � T \ Il RA TS. 1/," � i� L -- ArAx C ET 5.aO USSOIIo¢D0sD5. . . [t x t F+xE E'w a S TO O S /.' SI EEE SESENL W TE R _ mC l p V tDE bCPDER - I° J • T. • -. P s2 R- T LgEL a v DRIER, M_ I, To ons FIRE HYDRANT ASSEMBLY �E _ IM CHINK VOIDS, G' OR GREATER } —- S .. _� ^t' ___51 I 5 s,RRTR FF�� 12` o 3 I — 66' PERFORATED - / 1HEORENGINEEROR MINIMUM .-IN PIPE, RUX TO AS DIRECTED BY C / Gil PHLE HYDRAYI ASSEMBLY DETAIL IZ' MIN. -. - " .Ch "'o AND VEP - ".'E Mc: _ =Tq_ >�ECI% r D > '✓ HYDRANT OC ➢014 N Cul PR F ADOPTED -A— sS •a -- la °Aia'v /'S� OXOISNRCEO SOIL THE LORD DIMENSION OF THE ROCKS SHALL EXTEND INTO TILE sIMULITT. THE ROCK SNALL eE PLACED SO AS 10 LOCK INTO TWO ROCKS OR CONTACTED FILL EARTH TO PROVIDE rAXIMRMH IN TILE TIER. EL' Tor rn._�TWEF =. :� - - J 7• %� E IYCN OR e .Na, r _ A' L i /rs Pia an �roMten Br OkYG. NgME: &T24 SP PAGE 8102 1 INN ROCKS 1511 LOS. MIX. 300 IBS. MAX. SIZE !0" IN ITS LEAST DIMENSION 2 INX ROCKS 500 185. 100 IBS. SIZE 13• TO 13" 3 iW1 ROCKS BOO LBS. LIDO LOS. SIZE IB' TO 21" 4 MAN ROCKS IWO LIES. 21M LOS- SIZE 24- TO 32° 5 INN RDCKS 21CO LIES. 3000 LRS. SIZE 30- to m" Rockery, Details 1 1 - -_ _ M - 1` "— - f _.C4 jL 71 ADOPT.➢ o •ANT ROCKERY GREATER TINY 0 FEET I.v HEIGHT MIST BE DESIGNED Li CEKSED ENGINEER WITH GEOTECHRICAL EXPERTISE. THE CITY THE ROCKERY WAS INSTALLED IN ACCORDANCE WITH PWii ROCKERIES 7 FEET AND LOWER SINLI BE CONSTRUCTED OF BDTTg4 TO TOP. AND INSPECTED bt' A ENGINEER LUST CERTIFY TO THE A40 SPECIFICATIONS- 4 MAN TO 2 MAN ROCKS TROY Irx 22' CONCRETE METER I 1 COVER EQUAL TO FOG 7RE METER IN lA,1NPRQYED PoC`iT OF WAY z I !---IN METER BOX AT - ', _ - m .. SEAL CO. B-10 tETER'BOX. I I �Nll T -3/40 MIA HOLE C I PROPERTY LINE- ((W 11ETAi A -A) a L B I ROCKERIES 7 FEET AID NIGHER S.LL BE CONSIMPTIEO OF wnoH TD TOP. 5 MAE TO 2 FAN ROLES ERON ADOPTED N CITY OF REMO_ - - a' MIN a I SIDEWALK a I FINISH CRLSTE O" MAX - _ __ DWG NAME LET DATE:1 -N--85 DR -02 SP PAGE: 0017 L4" COMPACTED DEPTH A.SPHAET \ CONCRETE CL. B GRAVEL BASE MAY BE REQUIRED DEPENDING ON SOIL CONDITION \ ti' COMPACTED DEPTH CRUSHED ROCK BASE L COMPACTED TOP 12" OF SUBGRADE TO 959 MAX DRY DENSITY (PER ASTM 1557-78 PAVEMENT SECTION AT DRIVEWAY AND PARKING NTS Wrde - s7 - a,T,l#9 __ •:.�... • `I 21" MIN Iart.TDKtwv `�- COVER WATER METER TD BE 12- MN SUPPLED BY THE CITY fE'" 35" MN COVER - 1 3G Mm COVER 1— TYPE 'K -SOFT COPPER TUBING 2 -1/2- - ORD COPPERSETTER VH 72- 15W- 44 -33G (FOR 5/8' x 3/4• METER) VH 72 -15W- 44-446 (FOR 1" METER] NEW DUCTILE RON LOOP OOwN TO CENTERL14E BOTH INLET AND OUTLET tW1H PACK JOINT WASH GRIPPER. WATERMAIN OF WATER MAN TO PROVIDE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE SLACK IN COPPER SEN ON OUTLET. 3/4' OR 1 LINE TO METER_ ALL PACK -JOINT FITTINGS SHALL BE VATH GRIPPER GALVANIZED PLUG CORPORATION STOP. FORD TAPERED IF SERVICE LINE TO HOUSE PS TO IE THREAD (CC). PACK JOINT 13/4" F1k7OO) INSTAL 1 m IN THE FUTURE INSTALL ,;,F) FORD 014-33 OR 44 FIDE x COMPRESSION COUPLING A —A NOTE: DRILL 1 -3 /d VIC Ha _E FOR TaLK•a4REAO DEVICE THE CENTER DE SHE ROLE I! FOR SERMC£ FROEd FROM BE AT LEAST I- STEEL CEM FROM S THE NEATR RIBS AND FR MW. FROM NEAREST ASBESTOS CEMENT OR UNLESS THE me SPACHG �lr - -- ; AND FROY7 EDGE of PIT LED EXISTWC CAST IRON PVC WATER MAWS ALLOYS THE NUT TO II OR DUCTILE RONN INSTALL DOUBLE STRAP TIGHTEN AGAINST TI1E OPEN - YIATFRMAIN SERVICE CLAMP SIDE OF MORE IRAN 3/4- & 1- .WATER SERVICE TYPICAL RIB EQUAL TO MUELLER CO. ONE PoB. Y AD PrLL-InY �1 sramXxm �s 1111 "wol ROLL 1 U0 FR 2-A REMMMENDED FOR APPROVAL BY: �S%w "U%/ Dam 't43102, BY: Date: BY Date: BY: Date: r 7 -Ozk. envira01IMasl Community Design center 40215th Avenue East Seattle, Washinglnn 98112 206.329.8300 206.329.5494 fax m@eworks.org Friends of Mouth Foster Homes 2500 Lake Washington Blvd. North Renton, Washington 1K113 ENGINEERS, INC" 600 UNIVERSITY STREET • SUITE 1122 SEATTLE - WASHINGTON • 981014104 (206) 881 -9900 a FAX (206) 381.9909 AKB JOB No. 202046 Ja K. By9 I y v 9 mss ANAL 2.OL E---- 12 -6 -02 2 May 2002 Revisions 21 JUNE 2002 0--x7) �./ - ?, °Tor SC L) MAR 2 6 = i i I 1 /p L b airy NA P o ROLL 1 V FN O21VE F I F`- i I ,x I L7 L- - - - -1 � k PROPOSED BUILDING r -0 .ti•. I I WP 339 CITY OF RENTON ENGINEERING DEPARTMENT 1= ('tQPCJ SED E UTI LiTY EG�.SFM NT petaNdz-> op YouTH, it -.1c, 1 EEEEf DES DAT 2 FILE NO i Q DRA GNEOKED $GALE 7 i?O� F. wo�_pACe_ ' NO. REVISION BY APPR. DATE APPROVED `;s0 6 SCANNED MAR 2 S 2003 P