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HomeMy WebLinkAboutW-377603Mr IgIaAN- S At 9F NPR- Y -T`Ir r31A TC IOW'A r -5119 OR COLFFESSM T`PE SJCF AS CLOW MEDALLION: M h H 923, MJELLDR SJPLR C3vERCA 209. ANC 'W IaRCl15 AAC_R W IF E• M-C -ANCAL JOINT NLT WITH _JGS. 5 -1/4" MAN V}I.VE CPENNG. -AO 2= /2" HEIST MIN INNS NA ILAAI SIMIIARD HINFAI)S 4' PUM4R CONNL:IOV CT" Or SEJ.Z_= - TREADS MIT I A STORZ ADAPTOR. 4.13IS• SA I - IHRFAD X S• StORI. AI IArAM WIN 1 18" 5 AIW FSS STD. C }i1= 1 -1 /<• PEKTACAV CPCRATNG NUT. rR- 1YDRAVT -O HE PAN ED WIN 'WO COALS 0- ?AN . QI ° tlCnTH -/PRE S- RS'}1M PNA No 5791553 D -A ACRY_C GLOSS. SAW Y31CW OR Atli LCUA_ PLV­l1R COWNLC OV U FALL HCAII'NA" OR AS DIRECTED 3" RENTON OR= D ARDVCINT. ME IYDRAV- CXTENSOA TO BU LSD F REOU RED. Mh. 12" 10 20" BEgKJ BAJI O 1f�CLRB CR 12' 3FEINC SACS OF SDEWALK IA IS AD.ACLNT TO CLRB ilI 4 z 5• S�Z S' w5'. WAIN HFMSI NCIF 1- PAS AHDUF b i H"RM . FINIS} JOIN- VA CH :1)-Y'AI eI� ! BACK OF I JqA n 9" lF1ivT SACK OF �F'WAI K T CONCRC-C i0:'1'.LLK 1 �j OR P AN No SINN / 36' VIN xVER ( ND PECE CAST IRCV ''VALVE BOX 61TH LUG YPL OSVbi. =ULAL U U_ °V 'IC -MNURY C SIANJAiD H 10' SIECI IN, 61 H REGLLAR BASE S'CTCh I FROTH -O FT. VAI `/F NUT FX?NSION AS R-0J1R -M RNSrC PAVrNFNT IA6'M R -YP- 86 -A _Z79IIVSONII- '00 1YAY H OF H -F -nIIV- - CONOtLIt U_JOUhG COIC4_F s. +:� T IRLST MOCK L .�], -. :1 �- MAIN LN: TEE. WITH 6" RANGE SIDE CUTLET. E CA la VALVn (F_ X WIT RAB'A G -509, RIES Um I SEA 1 6 51e DUCT-E CO ROR P I- CUSS 52 CEMENT _DIED, LENGTH 0 FT I 9 3 /c" caR ON Srr1 uF REDS. 16• x B• x 4• MI9NUV J 1/2 YARD Or 1 -1/4 %'.ASHED DRAIN ROC( CONCREIL EEAFIVC V AROVF 800- F ANC, PI AOI Z V I BLOCK U41I IVDRAV 'CLYCVIWLT= "1W IACONO TOP ANC SDCS 0- ::IAVL. I IYDRAN I AziSLMLJLY IFV -I Al -?OUND z LEVEL A__ T.CLVD MN 3' RADIUS YN 3' RA:XI.i T CN= MAN RUCK At 1'6 i1 6" GOWCFL C >m 6 ` ) L 6' CONCR 1= PAD CL I r11 I - YDRAN- LOCA- ON N C.,- OR --L- PUBLIC WORKS FIRE HYDRANT ASSEMBLY 5m. PLAN - 510.1 DEPARTMENT 4 T MARCH 2010 (2)FIRE HYDRANTASSEMBLY W3 NOT TO SCALE RECESSED UFT POCKET I1" - 11 N.G SOCKET HD 2" A.C. 2 -0 SCREW 1 Jr LONG II�( (BRONZE OR S.S) 1 I Jr x 2" RAISED PADS •;:_� - \\ Lai/ 6" CONE . CLASS 3000 SAND OR EXPANDABLE FOAM 124'- WATER TIGHT t PLUG 2" 45• (1/8) BEND 1 2" tr 2" 12 I; 14" �VF CAST IRCN RING AND COVER p�' PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 45' (1/8) BEND 1. 6" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS. INC. N. 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A V -0" TI/CX, 2' -0" SQUARE CONCRETE, CLASS 3000. PAD AROUND THE R NIC AND COVER. 41 PUBLIC WORKS S OR B INCH CLEAN•OUT Sm. PL41I - '1 DEPARYM@T7' FOR SANITARY SEWER MAINS 3EPTE1D3ER 2011 %518 OR 6INCHCLEAN- -OUT W3 FOR SANITARY SEWER MAINS NOT TO SCALE 13•.94• P ASTIC MFTFR AM FQIIAI TO DO SLATS FI ASTC, N.^. RCF SFRIrS MSAG 1124 16 WTH t75' TF CS }11^11 F RON DIAVCN� PLATE COV =R CQJAL -0 A13 -` h1CS PLASTICS. NO MSC'EC- 1324 -11 'NT- RUDER LID AND 2' CRILIEC IDLE -CR TV_r READ PI _C (SCE D- TAIL n -6j PORTION OF THE NE 1/4 OF SECTION 6, TWP, 22N", RGE. SE, W.M KING COUNTY. WASHINGTON a= Ivavllr nvw r x. ,IN UNIM =F-vWC iCi T Cr '?I WAY INSTALL NC__R COX AT PROPrRTY Nr Am 12' r' I ON:; CIIDP R IA.I FlI I:. S 5(A t p1l E` - 1000HRFA: YIAI -N METER TC EC .2 SU'FUC:; B° TIC C TY T`T'E "<" SOFT COPPER N&NG / 9' M I 'B' N FINIS CRFD / / x =1PRCSS04 CMPUNG i' z JJP JVhT U C N 21V MIN. =S 54" MH % =ROMAF 51 ACK N C -PrR ^pJ ERKC S ECK `/a .,L ML FORD 3' N V CL "viN � ','UL-- F: J/4-B -24N-2 W I AAGLL UALL VALVE ON INILI AID 1 60" SINCLL CHECK YFJ.2 CN 0-IL --1 PORTION OF THE NE 1/4 OF SECTION 6, TWP, 22N", RGE. SE, W.M KING COUNTY. WASHINGTON a= Ivavllr nvw r x. ,IN UNIM =F-vWC iCi T Cr '?I WAY INSTALL NC__R COX AT PROPrRTY Nr Am 12' r' I ON:; CIIDP R IA.I FlI I:. S 5(A t p1l E` - 1000HRFA: YIAI -N METER TC EC .2 SU'FUC:; B° TIC C TY T`T'E "<" SOFT COPPER N&NG / IL SF4NCF TIN- O W_5F IS I 'B' -D BE NSTAL -ED IN THE FUI.FE INS -ALL -ORD CH 33 OR 14 RIP i 'D' / / x =1PRCSS04 CMPUNG i' 6" MIN. JJP JVhT U C N 21V MIN. J -'AA LR VAN 0 54" MH % =ROMAF 51 ACK N C -PrR ^pJ ERKC S ECK `/a .,L ML FORD 5FRYCI I N- 10 M- Ft. t41 /L- 1S'W -44 -334. CR WUUNAJ) 5 -,AS1z: 21- 2]S'MCCCJ3, LR 1 24" I.D. ','UL-- F: J/4-B -24N-2 W I AAGLL UALL VALVE ON INILI AID 1 60" SINCLL CHECK YFJ.2 CN 0-IL --1 CORPORATOR SOP %111 BALL VALV°_. FCR3 ,O? FRSF­FR FOR ' MF7F2: °ORO V3 17) 1511' 44 44q OR TAPERED 11RCAD f0C). QUICK , N- VdONAI7 RRASS: I c15NYCC'44, OR MI : 1 R 24]0 D (3/4' FB'000 -3 -C) OR AY MCDD44D 47G113 30TH NI AN- CUTLET '11TH Q_CK AO NT. PAD_OCK W%GS DV (1` FB1000 -4 -0) OR AY •ACDCNAW 47O 'O NS ANII CAL VALVE ANC SINGLE C ICCK VALVE ON OLT__ . AL_ FTTKOS N111'JU_' J31L NOTE: PASSING AL- MEILi 30XLS INSIAJI '411HIN CUICiLIE OR PAVJ) -'RIV_'NA"5 SEAL_ U_ CAS- IBM =QUAI TO 0 "M -C = CUNDARY. FXPANSON .LINTS MASH RF INSTA117D ON COO SC =S OF AMR 30x. =1 FVA_1CN Y.II 2' rl.•.. IOlr rC.R AYR rAU 0.0.1C V1 ll R W AD; 10JO1N1 A.; 1), IC, 2 1/2" MIN. IRCR NLARLSI AND FRONT EDG7 Or P- Do RB rAL I NO IN- ZEN UR OF HL -JL- VUS 4- Al LEAS I" FROM Uh RNFATH R13S UV1 =SS TH= RIB SPACVG AI ICAS I-F INC T -O ICI ITEM AGAINST TI- OPN SIDE 0- MORE DIAN fM- RIB. '! OR T VANI]1) CG n3i 8 PUB LIC EDITS AM T WATER SERVICE SAD. PLAN - 920.1 NOVEMBER 2008 6" BUILDING SEWER PIPE WITH 6" SOE CUTLET 1:3:5 MIX CONCRETE BLOCKING x21314 "AND 1 "WATER SERVICE �'WYNOT TO SCALE �RROPERTY LINE Y -O' FUTURE BUIIDc 1 SEWER \ j `6, will `2 "x 4' STUD NAINNG POST PAINTED WIN SURFACE CLEAMWT WON E W1H TIRE WORD "SEWNt' STENCILED CAST IRON RUNG A COVER IN 3" NIGH BUCK LLTIFAS AMU 46 WINE (FAST JoROM ROM WORKS °RAPPED AROTHE ME STUD AND 2975 OR APPROVED EQUAL, EXTENDED TO 111E 1(IP OF THE STUD. SPECIFY "SEWER' ON DD. SEE SM. PLAIN 403.1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SCE SEWER CONECTIONS TO NAN UNES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - WT IN A NEW SECTION BE SEWER MAN WITH A NEW LEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONC I TM MAN - GOT N A NEW SECTION OF SEWER MAN WITH A NEW TEE USING FLEMBUE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC MAN - CORE - DRILLED WTH A ROMAC SADDLE (OR APPROVED EQUAL) OR WT IN A NEW LEE USNG RIM COUPLINGS D. DUCTLE IRON MAIN - CORE - DRILLED WON A NOMAD SADDLE (OR APPROVED EQUAL) E MANHOLE CONNECTION - ALL CONFECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CARE- DRILLED. ('60" ALLOWABLE MAX. /FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 6" SIDE OUTLET TEE 6" MIN. MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 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. PUBLIC WORKS STANDARD SIDE SEWER I 571D. PLAN - 4051 DEPARTMENT INSTALLATION (SEWER NOUN TO PROPERTY LINE) JANUARY 2019 66__�STANDARD SIDE SEWER INSTALLATION W3 NOT TO SCALE WATE=R MAN -7 I A33 TIONA_ ADJ.;S -MCN IS %T�RECUIRED, INSTALL 2 2" CLOSE N PPLE AN- 2 -2" 9C' BE\D. SCREWED 2" Cl CSF NP? F Al HIS P9N1. IF L 1OCA I A� C LU IFH HC% IN INTc 0 -1 CST RCN ECX N ' ;:VCC OR N(RI- AREA1. �-- 7 Cl CSI Nl: -P 2" 9C _30'N 7" So I 3t1'W \\ / ` - - - -- 2" GAL ZED ?'_ AS R_OUIFED V=RC IL 131_0C4 NG �- DLAN VALVE NU- CXT -NSICN AS REO IRE3 TWO PIECE CAST RCN VALVE (SEE D'W'C ZR45 / PACE OC ?O) FIA1A 1() (:I YMPIC - OUNUtY CO. � fC30UN0 LN_ //-CCNCR_I_ SID_'NALK S I ANUAIRD H" IO' SCION, ''W1 RI GUI AR BASI SI C I ION 'A' I 'B' n0111 10 111. 7" 111 SI IN .9 All i 'D' '1: GATE VALVE, SCT ='WED 2" CA 'JAN ZI D 6" MIN. P FE 12" _ONC 21V MIN. T C_OS= NIPPLE 54" MH HE 'Al-F\ ::AP OR PI LAG 0 f AND 2" 901 C_3OY,• 1 24" MIN, 1 24" I.D. 60" MH 1 60" 1 i� ooh c•o� AMAX, S- INSTIF_ 4 MI_ = OLYETHYLE\E 1 42" MIN. PLASTIC COVER OVER 'NASHEC GRAVE_. CUT -CLE FOR PIPE • oe ,qp _ a y Z 0 10 CL. FT. WAS ICD CRAVE_ PASSING 1 1/2" AND RE -AIMED ON 1 /4• MESH =OR DRAIN =1 FVA_1CN PLBEIC WORKS 1 2" BLOW -OFF JEPARTMEKT PERMANENT ASSEMBLY 2 112" NST ( CSC) AND 2 1/2" FNS _ CAP VAT- GAS <ET 2"x2 "x2" FIE AND 2" CAP 2" C OS- NIIIHF 131-1VI -FN I-F AND 90' FI BC1V. /' 9U' F How SAD. PLAN - 940.1 MARCH 2010 x312 "BLOW-OFF PERMANENT ASSEMBLY w NOT TO SCALE I- W (SEE NOTE 7) - LIMITS OF PIPE ZONE ., BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL 6" BEDDING FOR SANITARY SEWER PIPE NOTES. 1. PROVIDE UNIFORM SUPPORT UNDER BARREL- 2 HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7 -08 OF THE STANDARD SPECIFICATIONS 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFlLL FOR DRAINS' AS SPECIFIED IN THE AGGREGATES SECTION OF ME STANDARD SPECIFICATIONS OR PEA GRAVEL 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2 -094 OF THE STANDARD SPECIFICATIONS PUBLIC PIPE BEDDING DEPARTTIIGINT ET7T FOR SANITARY SElNER8 OCTOBER 2012 r7_'�PIPE BEDLIM FOR SAAUARY SEWERS W3 Nor To SCALE 7' a NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (Y MIN.) SEE NOTE 6 MORTAR MOS) (3/8" MN.) SEE NOTE 5 CONE (ECCENRIIC) RUBBER CASEERD JOINTS N ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROTED EQUAL (ADDER- POLTPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST N SHELF. NOTES 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WIDH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED, 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCWDNG CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; PASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. S. RUBBER GASKETED JONTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE IN PAVED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS 90. PLAN - 4001 DEPARTMENT STANDARD SANITARY MANHOLE - -.. SEP3E1®ffit 2031 5- 311603 W- 371603 r4 _�STANDARD SANTTARYMANHOLE W3 Nor To SCALE call before you dry. UTI L/ TT C 0 NFL I CT N O T E. CAUTION.' THE CONTIAC)OR SIWl BE RESPONSIBLE FOR VERIFT7NG THE DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER 5 PLANS OR NOT, BY P07HOLING THE UTILITIES AND SURVEYING AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHMU CARING UTILITY LOCATE 0 1- 800 -424 -5555 POTHOLING ALL UTILITIES AT LOCATIONS OF NEW URL)TY CROSSINGS TO PHYSN WHETHER OR NOT CONFLICTS EXIST. LOCIBONS OF SI1D URLD ON THESE PLANS ARE 84SED UPON THE UNVERIFIED PUBLIC 1 ARE SUBJECT TO VAR14WN. IF CONFLICTS SHOULD OCCUR, D SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RM PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTN Cb S- 37760V W - 37766 3 1 R S yY 3 i N r P 0 z m O w U c1 D .T 'A' I 'B' C. i 'D' '1: 48" MH 48" 6" MIN. 5-MIN 21V MIN. 21"1.D. 54" MH 1 54 1 8" MIN. 5.5" MIN. 1 24" MIN, 1 24" I.D. 60" MH 1 60" 1 8" MIN. 1 6" MIN. 1 42" MIN. I 30" I.D. NOTES 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WIDH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED, 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCWDNG CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; PASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. S. RUBBER GASKETED JONTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE IN PAVED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS 90. PLAN - 4001 DEPARTMENT STANDARD SANITARY MANHOLE - -.. SEP3E1®ffit 2031 5- 311603 W- 371603 r4 _�STANDARD SANTTARYMANHOLE W3 Nor To SCALE call before you dry. UTI L/ TT C 0 NFL I CT N O T E. CAUTION.' THE CONTIAC)OR SIWl BE RESPONSIBLE FOR VERIFT7NG THE DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER 5 PLANS OR NOT, BY P07HOLING THE UTILITIES AND SURVEYING AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHMU CARING UTILITY LOCATE 0 1- 800 -424 -5555 POTHOLING ALL UTILITIES AT LOCATIONS OF NEW URL)TY CROSSINGS TO PHYSN WHETHER OR NOT CONFLICTS EXIST. LOCIBONS OF SI1D URLD ON THESE PLANS ARE 84SED UPON THE UNVERIFIED PUBLIC 1 ARE SUBJECT TO VAR14WN. IF CONFLICTS SHOULD OCCUR, D SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RM PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTN Cb S- 37760V W - 37766 3 1 R S yY 3 i N r P 0 z m O w U c1 D .T e a N 0 0 T N 8 • _ a y Z