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Home My WebLink AboutzS-3248Setfl f� r.� (ice CONFLICT NOTE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION. DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE UTILMES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1 -800- 42�4yy - 55755 AND THEN S 0 PHY5ICGALL�.Y 1MR FY WHVI ORT NOT CON�CTSNEXIST L LOCH DNS/ Of SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARATION. IF CONFLICTS SHOULD OCCUR. THE CONTRACTOR SHALL CONSULT CRAMER NORTHWEST INC. TO RESOLVE ALL PRO13LEAIS PRIOR TO PROCEEDING WITH CONSTRUCTION. WATER &SEWER PLAN FOR INGRAM SHORT PLA T LOCATED IN THE S. W. 114, OF THE N. E. 7/4, OF SECTION > 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. KING COUNTY, WASHINGTON I LOT 23 I I we I _ _ _ _ - _ _ _ J N. LINE LOT 22 1 I--------------- - - - - -- i---------------------------------- - - - - -4 I LOT 3 I /1: SSMH RIM - 120.68 r LOT 2 8 DUCTILE IRON N. -S. I R.S.P. N0. 24-76 112 R.S.P. N0. 24- 76 O�° CTR. CHANNEL - 111.4.8 I I I p I I �I I I b 12: SSMH _ WOOD SET, wA[ LS , RIM - 134.08 I I HOUSE I I 8" DUCTILE IRON N., S., W. I I PROVIDE 3' OF COVER I ~ CTR. CHANNEL - 126.38 / 1 I CONSTR TTON EASEMENT _ -- -r - -#3: �B - / J I I X r RIM - 125.27 - - - --- . AS E "~ -1 '- 12 ` ADS N. - (23.47 N. LINE S. a_-t9T -2Y „_ S'�''�Q4Q'� :ALC -- - _- - _ - - -- - - - — I ' 4 QOM ' ► . _ _ A g1[YERT E iZ CMCC 113.31 CIXWW E 1 ?' OtaI - 11446 _. 2' BLOWIOFF DTL 2 4 a' 1$4 4 OI 6' VE N MJ ' / .... PVC 4!� � NEW TL 20 I I - LOT 1: _ 0 -- — TYP, BY an OF RENTON - -- -- :.. DTI. 1/3 - - _�- r----�� T :IN �TL 1/4 I 1 t3J I g' I X4 M I I 4 GV MJ coNC. R. w 'r wr7oD .-R:w. — _ I 6" C�V M11XM I �__ 2 -6 APT (DI TO q) g (PARENT PARCEL) E =1 4.32 _ _ _ _ _ .,. _ _ _ _ F� =121 0 8 TL N.3340401595 6, DO � S0. FT. I ?? �� I I On - 5 � _ _ _ _ _ _ _ 2 3, E- 106.21 ,rI - - - - - - - „� -- - - - - - - - - - - - - - - - ___ - - -- -- - -- 1 ` I (CON A OR SH&L VERI Y LOT 3 I N. LINE LOT 21 HOUSE -� LOCATION IE OF EX SEWER 4,5001 SO. FT. FF =121 0 F.F.- 126.91 %1 � �I PRIOR TO CONSTRUCTION.) TL M0. 72316000 ® 120 LOT 2 I I 3 4,5001 SO FT. I C31 LOT 580 _ I 'I I SI BENCHMARK TO BE REMOVED I 1 ?4 �• -- -- _ I RCIO LL f .- 125-36 D L IN FEET 122 � WOOD WOOD ASPHALT D.W. I _ I QD - - - - - - - - - - - - - - —124 DECK EX WIC FOR LOT 1 _ _ SET. wALL - - NW46'461W 200.02' CALC'o /2, LOT 2f ----------------- - , AI S. LINE. N. 1 I �. RIM a 23.57 I 2W.00 7) "'� I W I 12` N.- 121.92 I SHED I 12' CANT S- 122.27 1 I Ik, I i LOT . WATER cQc SE WER P N ' '~ , I I T.L W. 723, I � . I 126 1 =207 126'; ~,� NOTE: NEW HOME LOCATIONS AND FOOTPRINTS ARE APPROXIMATE. NOTE: FINAL LOCATION AND FOOTPRINT WILL BE PROVIDED DURING ALL TRENCH RESTORATION SHALL BE PER THE CITY OF RENTON BUILDING PERMIT STAGE. TRENCH RESTORATION AND STREET OVERLAY DETAIL. 5 I CIE SEu►l L LEArN 00'r R&Vv 1t IF-b AT PROPERTY LINE every too FAT' Z O 6" BUILDING SEWER PIPE -� Z TEE WITH 6 " SIDE OUTLET -' or 6" SIDE SEWER AND BUILDING SEWER a 0 a 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1: 3:5 MIX wh CONCRETE BLOCKING �P +• �.5 6' -0" FUTURE BUILDING SEWER 2 x 4 STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WARE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. PLAIN AND REINFORCED CONCRETE, DI PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED. VITRIFIED 120 CLAY SHALL BE CUT AND SECTIONED WITH PVC. nNGR� ci rl 110 �- 6" SIDE OUTLET TEE - SEWER MAIN 6" MIN. SEWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION I:�TION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. SIDE SEWER NTS Cramer Northwest Inc. ENGINEERS, SURVEYORS & PLANNERS 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253 )852 -4"0 (local) or 1 - (800)251 -0189 (toll free) (253)852 -4955 (tax) E -MAIL: cnlOcrar+nornw.com wr�.lj•��R�t wwP. f�.,�t!►� do �+ S Kw uEC�. p 0 L, *4 Ono 11/26/2= 100 ........A ....... EX GR E 3 REVISIONS PER COR LSK 06 10 LSK REVISIONS PER COR & OWNER ''""'° R E N TO N �OR EARL INGRAM .............. E1r 1�� , �IEEIIo•52� .............. a WATER PLOW 3 .. W 1' MIN DI ................ .............. ................ ................. . ............... ............... ............... ................. ...............I. ....SEX 8' SS ..........IE =105 .............. SHA TTUCK CROSS =20' H, I 10' v 13644' PLASTIC METER BOX EQUAL TO MID— STATES PLASTIC, INC. 9CF SERIES MSBCF 1324 -1. NTH 1.750 THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID — STATES PLASTICS, INC. MSCOC- 1324 —R VATH READER LID AND 1 -5/8• DRILLED HOLE FOR TOU011READ PIT LID (SEE DETAIL A —A) -- -- 38' MIN COVER NEW DUCTILE IRON WATERMAIN 8' MIN FINISH GRADE 120 MAX • 5 &Q 22-1/2* CM i MVI r�r a «i g IN UNIMPROVED RIGHT OF WAY INSTALL METER BOX AT i PROPERTY LINE MATH 12' LONG COPPER TAILPIECE. i SIDEWALK } '�• r'�' ., Y. TOUCHREAD WATER METER TO BE 12• SUPPLIED BY THE CITY �•E -K• SOFT --�— / COPPER TUBING F' g8 IF SERVICE LINE TO HOUSE IS L 3/4' OR 1' TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIDT PLUG x COMPRES9ON COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSEM FOR 51Il'g3 /4' METER: FORD LINE TO METER. VBH72- 15W- 44 -33G, OR McDONALD BRASS. 21- 215WCQQ33. OR MUELLER: 3/4-0-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP. FORD TAPERED THREAD tppERSEM FOR 1" METER FORD VBH72- 15W- 44 -44G, OR (CC). QUICK JOINT McDONALD BRASS: 21- 415WC0044 OR MUELLER: 1 -8- 2470 -2 3/4' F1000 -3—G) OR AY MCDONALD 47MO BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. F1000 -4—G) OR AY MCDONALD 47010 PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL PAC( —JOINT FITTINGS SHALL BE WITH Qum JOINT. NOTE: ALL METER BOXES INSTALLED MATHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST —IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTAIl ON BOTH SIDES OF METER Box. A-- A DILL 1 -5/8• DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCiREAD DEVICE 2-1/2- MIN. FROM NEAREST AND FRONT EDGE OF PIT LID RIT IICAL NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1 • FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. METER & SERVICE 1 NTS FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 I OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200. AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET MATH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/20 HOSE CONNECTIONS NAT10NAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR. 4 SEATTLE THREAD X 5" STORZ. ATTACHED WITH 1/8- STAINLESS STEEL CABLE. 1-1/4- PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED MATH TWO COATS OF PAINT. KELLY -M OORE/PRESERVATIVE PAINT No. 5780 -563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. i a6 LEVEL ALL GROUND MIN 3' RADIUS 5" STORTZ 1 CONCRETE BL I 151 S CAST IRON VALVE BOX WITH LUG TYPE COVER. OLYMPIC FOUNDRY CO. STANDARD 8` TOP SECTION WITH BASE SECTION LENGTH TO FIT. VA VE NUT EXTENSION !ED (SEE DWG OR46 / PAGE 8090. RAISED PAVEMENT MARKER TYPE 88 AS STIMSONITE TWO -WAY BLUE. DCKING \�6- CAST IRON TEE. WITH 6` FLANGE SIDE OUTLET. N GATE VALVE (FL X MJ) AWWA C -509. RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT UNED, LENGTH TO FIT TWO 3/4` STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. 16" x 8" x 40 MININUM CONCRETE BLOCK UNDER HYDRANT 1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8 ") FIRE _ HYDRANT 6SSEMBLY LEVEL ALL GROUND MIN 3' RADIUS Amp ONE MAN ROCK 6 QLI FILL HYDRANT LOCATION IN CUT 08 FILL FIRE HYDRANT NTS FIRE HYDRANT ASSEMBLY DETAIL ADOPTED JR/ CITY OF RENTON STANDARD PUNS IM DATE: 12/96 Dl NAME: BR24 SP PAGE: B102 3 111l1� N W� w = 1j 1Al 1 20 1M CITY OF INGRAM SHOAT PLAT 1 2/28/04 3 REVISIONS PER COR LSK 06 10 LSK REVISIONS PER COR & OWNER ''""'° R E N TO N �OR EARL INGRAM l 1 LSK FOX. 1 REVISIONS PER COR do OWNER LSK 03/15 a� ,� �,,, � DATUM Planning/Building/Public Works Dept. LSK 9 WATER PLOW 3 N0. 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KING COUNTY .0 WASHINGTON � EXISTING WATER LINE PLAN VIEW TESTING DETAIL I' 6 GAIN VALV6 C *13 x MI) fe FT WE. • .. NEW WATER LINE VERTICAL CROSS(MJxFL) FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2 "TAP dr 2 "PLUG It ONE BLIND FLANGE ON BOTTOM 6 x 4 C 4 x (L) ONE (MJ) PLUG WITH 2- TAP & 2- TEMPORARY BLOW —OFF TEMPORARY BLOCK \_ CUr —IN (BY CRY FORCES) TEE (FLxFL) W/ CONC. B OCK 4'� - -1�GiITE VALVES (FLxMJ) 2— SOLID SLEEVES ( OR RO —MAC COUPUNGS I— PLUG (MJ) W12-TAP do TEMP. BLOW —OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LiNE FINAL. CONNECT ION DETAIL EXISTING WATER LINE ........ALL TE�T►NG, CLF�WING BY POLYPIG, MID DISINFECTION, REMOVE TEMP. BLOCK & BLOW —OFF do CONNECT WITH SLEEVE (MJ) dr D. 1. SPOOLS FINAL CONNECTION BY CITY FORCES DATE REVISION BY APPR WATER CONNECTION DETAIL 1 VALVE CUT —IN INSTALLATION CITY OF RENTON STANDARD PLANS LM DATE.04 /04 DWG. NAME: BRX 1 SP PAGE: 81 11 WATER CONNECTION NTS A S' K R U f�F MIA_P t � v �Vi�1 L EXP�ET 11/2d/ 1 REVISIONS PER COR Ac OWNER N0. I REVISION FtCILL 2 0.0 *�~CNW LSK earwrrt LSK LSK 03L S LSK BY DATE APPR w* WATER MAIN 2" CLOSE NIPPLE 2 90' ELBOW 'y I CONCRETE BLOCKING TWO PIECE CAST IRON VALVE EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO FI T. 2" GATE VALVE, SCREWED 2" GALVANIZED PIPE 12" LONG 2" CLOSE NIPPLE BETWEEN CAP OR PLUG AND 2" 90' ELBOW INSTALL 4 MIL POLYETHYLENE PLASTIC COVER OVER WASHED GRAVEL. CUT HOLE FOR PIPE (—IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2 -2" CLOSE NIPPLE AND 2 -2" 90' BEND, SCREWED AT THIS POINT. FIELD LOCATE CONCRETE METER BOX 2" CLOSE NIPPLE 2" 90' ELBOW "2" GALVANIZED PIPE AS REQUIRED PLAN VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090) GROUND LINE 6" MAX. 10 CU. FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN • `�a- - � - 2 -1 /2 NST (HOSE) & oV o ao�g 00 18" MAX. o. • 'p. •� �o 0 dF o ELEVATION 2" BLOWOFF NTS so= Wdw W" mow and . I. UK ANY C0b'IkICDI M ff1iE1DPIE)iT ACIMIY OCCII4 A 10E-011151NICApI K K MIST ff HO IM iE CM OF 101101 KM IEUEiit t N aonshft dot be b e000rd■ror dr w ills sr and Spsaimw k IIA &* M *A* 4066 Yes prsprrl by agoor al w Arsrbw F ie s Amddm (� a craw y es C11y d Mies Nk we Owbiat w aPP� � � i � � w dOh wrbsb Riic�brb � did a a Ms b bs Nk orb OrpeaMswt ANY ds4sw No 4. A copy d bw app W on ad M a w )b sb dam owebretbe b bb�t �rwor � � SKka i DAM did be MAIi M clue do* oppewl by w Cky d AWN Plitc dwbs 099 sat W n bodwwk sw *ore 0 a ail a w pica 9 Al aisabtios /onsia Mega and be b "Oft pi b derby ad Mine oadsewt M bq scoot be ssI sdsriy mild" ad aa*"m b aorpbW owl w P"m w a-* "ft ho pesesl. Z Al ni■rtbw /dWa bathes MW be bddsl ad b opaew PM b r b asejseaw eM of awsboclw oc" vim o6 sppW by w Fisk Nrb *bswt SAN Idr UNY sm to a Crwe saol wy be oppW by 1) iows11 16 pw ssad mk* owr dies Cky d bobs gPmW dmW wiiwrL did be srimEW by a Ladro*e Ar"d ad apparel by w Pdh Nab 4wbues, $doe Ietr UNy SodbL 9 Al ppe old ql 1111 iasow did be iii a o p V* pr*wrl tasrift b oombn oM Saw 7441) d w arrest SWA of Vmh 4w soidrd Sp dcdm fr bad .w N* Gssbrdisre sir ds1 bdri Mowery bariry d w lad kdtas r w by d w 16wdrw a d a pMcoraat ad m"Kb if npiied badly wdrbi, b rim F6 a wt w alkr bsyi d w Oe of be upp W a o wkrriy 6M rrliiiq bar N Pg Mdig Bird be ft CN Or. rM w MOW of PVC OL N bwA boob/ Ad be owp W b ubissw Mk hr pe=al ad d sWj N oil in *miW pr ASti IH59-A Pas coal bodiq des b i Wo err oM wdr PC OL 19 Ww&W sir* * sd a>ta" dad oe k of drboyr b 0m dr hm apbd bob W p r W rr bids M &bids 11. sutra dal ad b pan 0 W1610 tat d IN spiry w of my dm 66W * or 15 IM hm be M d my &mail bsk tt Al add kei alas did M 4p=W 910 bd bdw peraawt bat U Opem oat nol au*p Nragh odswq Polk do d wy d eat be dmW wMss yaioiy alp W by Cly d wM orb A6610dw. It Aod k n m pddo it a" A* An mpK dal be d =W "M rod onj b o d'N d w (1) bd omi wad wrist w tsisslsy rpsrieMswft 4- Ibdred /40 -70 zpuft 2 - 4 lid rod / 31- 40 z Puft M Im ws Z iidr wa / 10 - N k posirp . am sm a iuu su r wr acct sm NM iwsrrswrar arowo jwe tows"I DATUM FR 70 CITY OF -� RENTON Plonning /Building /Public Works Dept. CONCRETE SIDEWALK BLOW —OFF HYDRANT EQUAL TO #78 KUPFERLE FOUNDRY CO. 2 "x2 "x2" TEE 2" CLOSE NIPPLE BEWTEEN TEE AND 90' ELBOW. `— 2" 90' ELBOW 2" GALVANIZED PIPE 18" LONG PERMANENT 2" BLOW —OFF ASSEMBLY 2" CAP WITH 1/8- (FOR 8" MAINS AND SMALLER) TAP FOR DRAIN ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 12/96 acv oar BY APPR DWG. NAME: BR25A SP PAGE: B105 'S60,3204 4640 41(svo 7208) 1i Al bd* Isw qwb ad boliy dabs id bo mmW b IN des ft* row rives oppvad by w Cky pim mjw r 9rkm Idr UK, Sodia M ooarebiy iridoiui artiW as -irit daiby d Ni diisys aysiw ui M bbl b w Ctty yes acMlsia M Wes d w bdd4 r am*Oft Pd by w My d AWM disc at airs w oar of to aalk* byd Apim al/ar hmk ow■Kdal dN AMd*rrkba Fir, w Cky d Qsrlss des d N* soy diydim Ir w peer Wd* soil mirlaaw d w sysiwa perils* 17.11w Cm iodr dial be n*m b 16r p aliq oispids sdgw4 eddy blood I I'lc Mr spa* 1INK old say off asirl odrru b p dad w k bulk old sky of w p* al to pobd p"dy b mdo oft w I I, - oe of wt wmW by w wkuL Amy wk oft w bonded d jet of my wi stay blw#1 sad h& a Ad rw* o Milt »said Ow app w by be Pft bb 0*rbat I rblam Spiro ft6h r` Al uhm of w VW semderi *ft" 1 -0-23 %ft Cab* Ad oppip A Spsdd doboye wsewres d M r q*W I f p* bow is oft to sob potrctirw arcs (APA� It WK ANY CU RCM OR ff1il M AC'W 0MJ5, A ME- COb'1111 U KI K W K II1D IM iE Q1Y M Eft RM1C =3 0ESp1 Ban 29 N wb of derby od ma d wysMm I im1L bm a presorisl a be pbm(s) did be dwfy 1694* In w 6W sail dear* drip cwoiuela 11. 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ROOM Soday m" Pee* hoar, *am 10 r w mbW of to i mAst bt Mari b KVMW aM W04 MA64 r oar bosisswl gPWW by w My d AMJR at* to *sdW toss pgk 29 Fr d ooisw /aisaMiw mw P6 *m on bsl strays 46 a" I WAR o tans b NOW rb o mbiaw WOO of law M test 11 Ms "a 27. A tapory pond assdracdba ohm 24 isd i SO bd s t irc a d 4 is i iA gray bpi dd be basiM d d pobb d Ndialr Upsw rrl opasa b w awbudiw dL INGRa4M SHORT PLAT FOR EARL IN(iRAI1A 12/28/04 PM N07M 4 4 4 N N N N A A /V 2 ui U W 3 a J, f. 0 ILI RECOMMENDED FOR LPPROVAL BY: DATE: BY: DATE: BY: .. DATE: BY: DATE: CONFLICT NOTE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERh& LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE • 1- 800 - 424 -5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATION OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT CRAMER NORTHWEST INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. LOT 23 WATER & SEWER PLAN FOR INGRAM SHORT PLA T LOCATED IN THE S. W. 114, OF THE N. E. 114, OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. KING COUNTY, WASHINGTON I _j I 90• I _ —_____ N. LINE LOT 22 I_________ .,. ____ ... ___ — — -- _ _------------------- --- -_— __— __ ---- -� I LOT 3 I R.S.P. No. 24 -76 LOT 2 I 1 1 1 2 1 R.S.P. NO. 24-76 I Li I , HOUSE I I I — — -- — I PROVIDE 3' OF COVER M do 1 I I 1 I • CONSTR T10N EASEMENT I I ASPHAL - � WOOD �Er aces ON 1: SSMH M 120.68 8" DUCTILE IRON N.—S. CTR. CHANNEL - 111.48 /2: SSMH RIM — 134.08 8" DUCTILE IRON N., S., W. CTR. CHANNEL 126.58 -13:-•ee--------- RIM — 125.27 K 12" ADS N. — 123.47 I I N. LINE SW46'461E '00.02 C 116• r 60.00 , r14: gEVERf E 12• QOIYL; = 114.6 . 4 III 4" CAP ::: M . l."AWN E 12 Gtr= 11.).31 2. Q..:... 6" J BLOWOFF, DTL 2/4 �. 4: NEW NEW 1 METER do SERVICE, LO TYP, BY CITY OF RENTON :::::.::.:.� :: 2 —s" gPTOR (DI TO q) Dn 1/3 TL /4 �...:: I 6„X4 M ) ~ I 1 ConR.W. I I 6" C. MIIX�1 ,p WDOD �,�`' �� ' I I 2 -6 APT (DI TO CI) p (PARENT PARCEL) g TL #3340401595 LOT 1 122 1 I I =106.2± _ — — -- __ —___ �F�121_0 ________ L'I_ •0Qp — I CON A OR SHALL VERIFY LOT 3 I N. LINE LOT 21 I HousE — — — — — LOCATION do IE OF EX SEWER 4,500E SQ. F`T. F� =121.0 F.F.= 126.9E 11 , � PRIOR TO CONSTRUCTION.) T.L MD, 72316000 LOT 2 I I 3 120 4,500± SO. FT. vI LOT 580 12Q ( aI II NCH"4RK 'L�' , CO S D NAIL IN U. P. TO BE REMOVED I ``"� '24 -- -- -- --- I R r. ,� L E . = 125.36 U.S. FEET F=jl§ D ASPHA LT D.W. T 41ono — — — — — — — — — — — — — — — K EX WM FOR LOT 1 ET wa1 c -------- W.We --- NW46 " W 2•QO' ( D) S. LINE. N. 112. LOT 21 I I EX C8 (PIA w RAWV = 23.57 I I SHED 112 N.= 121.92 1 I 1 3 .8 c�� 12 " QW S.= 122.27 1 1 r I$ I I LOT WA W R .N I~ I I T.L 0.723; 12 6 1 =20 126 11 � I� I I »� NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. 1: 3:5 MIX CONCRETE BLOCKING O 6 " BUILDING SEWER PIPE ' hk• r • W Z Ir W o- 0 0- 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. PROPERTY LINE 69-0#* FUTURE BUILDING SEWER vu \_2 x 4 STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND X16 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEWER MAINS ARE TO BE CORE DRILLED. VITRIFIED CLAY SHALL BE CUT AND SECTIONED WITH PVC. �OVG ,.ANC war a Ai&i PH /1f7r �— 6" SIDE OUTLET TEE SEWER MAIN 6" MIN. /SEWER MAIN CONCRETE BLOCKING AN,Gj QE 11EE AT MAIN QvF_g 235 TYPICAL SIDE SEWER ELEVA.BON EUYATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. SIDE SEWER NTS S K R UIrC WASy F. Cramer Northwest Z ENGINEERS, SURVEYORS & PLANNERS 945 N. CENTRAL, / sTE�° AL, STE. X104, KENT, WA 98032 Ac.�AL,� (253)852 -4880 (local) or 1— (800)251 -0189 (toll free) (253)852 -4955 (fax) �_ `I 2� E —MAIL: cnlOcramernw.com ��(p 11126/�pp; '13'x24" PLASTIC METER BOX EQUAL TO MID— STATES PLASTIC, INC. 901' SERIES MSSCF 1324 -18 WITH 1.75" THICK DUCTU•E IRON DIAMOND PLATE COVER EQUAL TO MID — STATES PLASTICS, INC. MSCOC- 1324 —R IMTH READER LID AND 1 -5/1" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A —A) -- r MIN 12" MAX �., IV I I 36" MIN COVER 22 —i /2' 1- ----"' OT rr IN UNIMPROVED RIGHT OF •�" WAY INSTALL METER SOX AT PROPERTY UK MATN 12" � LONG COPPER TAILPIECE. SIDEWALK TOUCHREAD WATER METER TO BE SUPPLIED BY T 12 HE CITY TYPE "K0 SOFT COPPER TUBING NEW DUCTILE IRON WATERMAIN IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIDT x COMPRESSION COUPLING LOOP DOMIN TO CENTERLINE OF wATEIt MAIN Tn PROVIDE MACK IN COPPER L'JpPERS£TM FQ8 SA"Y3i4" MM, FORD LINE' VBH72- 15W- 44--3X OR McDONALD BRASS; 21- 215MIC0033. OR MUELLER: 3/4-8-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP. FORD TAPERED THREAD iT>.R FOR I" FORD VBH72- 15W- 44 -44G. OR �CC). QUICK JOINT MCDONALD BRASS: 21- 41SWC0044. OR MUELLER: 1 -0- 2470 -2 3/4- F1000 -3—G OR AY MCDONALD 4701Q BOTH INLET AND OUTLET WITH PACK JOINT TH ) Mw F1o00 -4—G) OR AY MCDONALD 47010 PADLOCK WINGS ON INLET ANGLE SALL VALVE AND '.SINGLE CHECK VALVE ON OUTLET. ALL PACK FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED MITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST —IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER SOX. A-A POVAN prm 3/4" OR 1" GALVANIZED PLUG DRILL 1 -5 /8" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2 -1/2" MM. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL NOTE: RIB THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. METER & SERVICE 1 NTS FIRE HYDRANT SHALL BE COREY —TYPE EQUAL TO IOWA F -5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, _ MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/40 MAIN VALVE OPENING. TWO 2-1/2m HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8- STAINLESS STEEL CABLE. 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY— MOORE/PRESERVATIVE MAX 4» PAINT No. 5780 -563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR RAIN 2"1 APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. CONCRETE BLOCKING S-�Z�f8c�3 N S 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO —PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR ( EC DWG R46 / PAGE B090). NUT EXTENSION B090). RAISED PAVEMENT MARKER TYPE 88 AS STIMSONITE TWO —WAY BLUE. M BURYN � /—' CONCRETE BLOCKING N-- CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. N 6" GATE VALVE (FL X MJ) AWWA C -509. RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED. LENGTH TO FIT TWO 3/4" STEEL TIE RODS. SEE STD DETAIL FOR 11E RODS. 16" x 8" x 4" MININUM UNDER HYDRANT LEVEL ALL GROUND 1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8 ") MIN 3' RADIUS FIRE HYDRANT ASSEMBLY 1 5" STORTZ LEVEL ALL GROUND MIN 3' RADIUS 6 1 ONE MAN ROCK • 1 6 sxu �� art HYDRANT LOCATION IN CUT OR FILL ROLL 2 �,2 FR324 FIRE HYDRANT NTS CITY OF wA RENTON Planning /Building /Public Works Dept. SCANNED MAY 0 12006 FIRE HYDRANT ASSEMBLY DETAIL ADOPTED / CITY OF RENTON STANDARD PLANS LST DATE:12 /96 DWG. NAME: BR24 SP PAGE: 81021 INGRAM SHORT PLAT FOR EARL INGRAM WATER & SEWER PLAN 32 X60 3 C ir - 3ZN6fo 3 12/28/04 .rc 3 3 a i b 0 0 c� N cNw 110 = 20' DATUM 4 AS— BUILTS LSK 02 27 L5K 3 REVISIONS PER COR LSK 06/10 2 REVISIONS PER COR do OWNER LSK 05/15 °A"""' LSK Nt ^u s°"s r pt "m ow 10" A00040MY 1 REVISIONS PER COR & OWNER LSK 03/15 oxccIao: LSK NO. REVISION BY DATE APPR ROLL 2 �,2 FR324 FIRE HYDRANT NTS CITY OF wA RENTON Planning /Building /Public Works Dept. SCANNED MAY 0 12006 FIRE HYDRANT ASSEMBLY DETAIL ADOPTED / CITY OF RENTON STANDARD PLANS LST DATE:12 /96 DWG. NAME: BR24 SP PAGE: 81021 INGRAM SHORT PLAT FOR EARL INGRAM WATER & SEWER PLAN 32 X60 3 C ir - 3ZN6fo 3 12/28/04 .rc 3 3 a i b 0 0 c� N