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HomeMy WebLinkAboutW-381603F_ (r 0 CL F_ :D 0 C/) F_ LIJ F_ 0 """"r LLJ """"r F_ UPPER UTILITY PIPE LESS THAN 12" CLEF PACK GAP BETWEEN UTILITIES AT CROSSING W/ 6" THICK ETHAFOAM PAD LOWER UTILITY PIPE 0.5 MIN NTS Ethafoam Installation Detail I ISING (EXTEND TO MANHOLE) MAI N BRAND STAINLESS STEEL ILE CLAMPING BRACKETS OVAL EQUAL DIAMETER OF THE DOWNSTREAM PIPE NOTE: 1. INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTE WATER UTILITY SECTION. 2. ALL PIPES AND FITTINGS SHALL BE SIMILAR AND MATERIAL AS INCOMING MAINLINE. 3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE 60" DIAMETER. 4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTER, KOR—N—SEAL BOOTS OR APPROVED EQUAL. 5. WITHIN A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE DROP PIPING IS 12 ". INSIDE DROPS EXCEEDING 12m IN DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE 6. ORELINER' BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED WITH A MAXIMUM SPACING OF THE 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN 2 EACH AT CONNECTION POINTS. w NTS Inside Drop Connection For Sanitary Manhole L COUGHLINPORTERLUNDEEN MOOD A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 36936 SEATTLE, WA 98104 F: 206/343-5691 S 0 T SECO DEN-ELOPMENT. INC. ONAL A /'�p /10 R_IASTF� HAt_ -'I[ T A_;'�.- REA[, P17 L;C, 4" P051 ;NDV_AT,-.jf- RIES15,10N TYPE J!, H A P- ANL; bE IFS I'E•_LIGI_N' MIJNICATION Mj*Uj) PAiNIEC, SL JL By: ENC,,ODER 7,PE 11-E) VETFP ML;zT REAL, IN By: 7 FT :_3/4' SHAT .KcE POCIS PER UT OF RENT;`LN SPECIPCArKNS 4" AND f NJ! =TEE_ A 9 ILE I - 1 /4" P[k4-A _:r PC; C-I E H CIP A 4T 4- K' =_LE%_ f 4` M, A u r. rr TEE 2 12 _F 4- D P-,Pl A E$RASS '41PP,,E 00 T- 'ATE vA L Vf (FL -M J' Lj BE u'SED IF RE(_,wRED- CIL w I-- V! I, PK"ItiE DACO-, ......... Z 7) IJ Z E A TEC, ~R Its It TE ,S' FN;' -I0,R`Z1GNTA;, AN,- -f-10INWAIRC, ',/ER71,,�A_ EIENC_ '_ 7HRLt1:7 6LC R F.A I k 1ARF FEET I eFE t,4 Ct TF S :At R w O �-CQPAC T SAW, 1711�,,N t.FR. I k' LAZIDER *A TM Qe r�"RIA VA VE AN,! PL J 4- rLeM_' AL)APT4)P 4r,, BEND �) 1 I r -'IF P,j� & 22 'BE N L fq 1 45' &EN& /4* CAP 2 1 SUPPORT 6ARSl!:0_ 4 f-4' OF !,f ` r: PER CJSHA - ----------- T 4 4 7 ----------- -- ­- 47 A "j APF C 1! 1/4 Lj • 4 J 00 12 T�7 WO WA I �77 14 D EPOS I NON-5HRINi- b 300 111/4 - G P cwu -4 4 �r_]F w1aAfRmAIN ",," V WAx HEIGHT t-,+ THR.,,'FP7 IDEPTF '::9f 'FEN,, -:H 8, MIN REICH? -,,F THRi 7 "F1' • f-J, 1 1/4 0 4 TEE (MJJIL'. 3/4 24 - i/4 43 A OOELDEC STEEL �_-Cx_LAR -A Z;TY PP J'v AL rf: 4 T READ PIT Lit) SENSOR M("WED QN 4 1 ,:-T STEEL PLATE COVER -,HROLCH 2' DI A. 125 L5 P%P�N,': DR'LLEO HL)LE IN COVER- LOCATE HC)LE 2h­ 36 XAC4AAN BL,-);-r FpCiM F[.)(� fj$7 PIT _Ir AND RIBS 4 RE(JLRRED WITH FL F41ACKIIN11 Tri 7fF PRECAST 01ACRETE VAIIJL' WTI- 2 3"-3• HINGED STEEL PLATE COAR rAi-SOE DIMENSICINS A*- ,0_K7'-1)" �AIP AREA kEFERS TO W !EXiAL TO CnPIE EPIC- OR -'jTIU.TY -JAUtT WI I,4 57-71 -9. %— NIODEL NiAMONE, PLA71E CjOORS'� PXC*-, ! I IQEAZ, P•T SET SENSOF "110112THAVE NE it)[TE5CC BELLEVUE WA 98004 !425463.20) 10 ! f4254632002 MulvanryG2 cc-, 6'.4' OF _3' GATE VALVE F,,(F-; MOUNTED �DN -�TEEL F- 1- ATE T *j- f: A 7 _-0-vSR _-ARCkj1C.m _AL I'- _C1)0P;C r . T :WA NON-RISING STEM WITH HANO WHEi-! riPILLECP HOt! IN y, P _LTANbAPL:, 6" 1� *1 !1- EOC-A,L TO muELLEP CC, A- PE;;j - 4P BASE 'TI, '! I I'; '--4' li- lf't_=PET CE&At:NT LINED 00-JILL IRON OIPE CLASS 5` S-6* L 01' 4 f _- WITH COL�AJR --;Q- PE R THOSE SUPPLIEC, BY PACIFIC_ At.,VIF RF01,11RF7 WATER #X)IRKS �'(j t'4r- z "i 4' T IC7 Tv A i7t- MPING! MPINI, OF 4- f-1,PE EM047 -°Y.. Z C r4d L-NE L;_'_ ` _�2 T;- .4' (F,. 3' Cn, WATER W EOU& TO SE U TER WTH T:_1JCHPEAD PITL111 I RIGiSTFI? & SENSOF mrH 4 WAEFL HIGH RESC4.U'TI('*4 '100 -AIC Afjju,�TABLE �111­ OF 4' FLE,-PtE ;LANCZr__ FEET; REG15TER FOR 3" METER, Wfoo-E AT PIPE SUPPORT r-(-*AA- MfTFR WITH 4­X3" FL.FL EQ4_1AL TO V?--D-DR .FNF'Al AtII, MFTFRI.-t Aiqkl. FJAI ' "04LOW PREVENTION LI[41,1 -,CUElfNATIONS ARE .LURED IN THE SiTANDAIRD C)E-Alt W�J '�WjWN OP? IN!�'.,_ IDRAMNC-�, A -1(rAP 00M31INAT'�-*, 1, NQT APPR_)VfLs IR .)PAW,1`46 'Mi.; BF RIEk , - , �UIREC 8'• T1.4E jjj!,ITf ENGINEFIRIN-,, 'DEPT PtjR T`-; It,j1.T ALLATICIfi 7-+F, PIP-W11PAL RE(301REVENT' _T 1, f, , REC�AI?Cj�NG iAij. 7 , 71104� APE THE _ENC.TT4 7117 FITTINGS 3P THEM~ CLEARANCE Fp0m THE VAQLT WALLS, CLEARANCE 4-i ALL BE A MINIMUM OF 12" FROM THE ENDS ANL. `)41E SirE CLEARANCE SHOULD BE AS TYPI�ALL) •SHOM4 ON THE VARI(--fuc S ANCIARC' 'L)ETAILS'i L14 Q TE DfA[�MAN Bb:ICK SIHAL_ BE AND !NSTALLEI C,-C) 17 BEAR'S At:Alh-ST SUIFF'CiE14T VNL)4­njRBE 2) , - - tlE C)Ec�IC-4-iED TI-iWJST I [,, EARTH --; AS TO SUPPORT STD. PUBLIC WORKS 1 3". 4" & 6" COMPOUND DOMESTIC PLAN -320.4 DEPARTMENT WATER METER ASSEMBLY MARCH 20110 UC WORKS CONCRETE BLOCKING FOR STD. PLAN - 330.2 ♦ PLTB + HORIZONTAL AND DOWNWARD DEPARTMENT VERTICAL BENDS MARCH -9010 I.- fY j C To-i FRE H!CRAII`J HALL BE E RV :(:R A T By: RIES15,10N TYPE J!, H A By: _20C ANC R A �'f wV- H 6 M E H AN I By: '�IN T 0 7H LUGS. 4" VA"l, j�. By: 7 �'JiNINEOTWIN OF SEA H 4 WI 7 H t. �Z T,,)P AE:AP Ti-;p 4 R-`. E THREA.!", .p- A T 'A 'HE wl, T H Q' C T AINLE'_-1 z =TEE_ A 9 ILE I - 1 /4" P[k4-A _:r PC; C-I E H CIP A 4T z 4` M, A u r. rr P A; 1`4 ' N--) 5780 -rFj.3 C 7M A F' L Y_ FF T', _�p A, - FL f EQUAL PUMPEF J_ �,N N L t Tj�t�j T. F A I.` E C'(JAL',,AL" DR A': �IPr : A!,J T TFNSION T: L _-EC 9'i RENTf�,N FIRE AP-IIAEN- T'I R F -1 BE u'SED IF RE(_,wRED- CIL w I-- V! I, PK"ItiE DACO-, ......... Z 7) IJ -1 ,S' FN;' -I0,R`Z1GNTA;, AN,- -f-10INWAIRC, ',/ER71,,�A_ EIENC_ '_ 7HRLt1:7 6LC R F.A I k 1ARF FEET I eFE t,4 Ct TF S :At R w O �-CQPAC T SAW, 1711�,,N t.FR. I k' - .Om P A Qe r�"RIA MI 40, 4r,, BEND �) 1 I r -'IF P,j� & 22 'BE N L fq 1 45' &EN& /4* CAP 2 1 9 8 1;j, EIEMD AP ',"Yk P L G !,f ` r: 133 - ----------- T 4 4 7 ----------- -- ­- 47 A EA-'r ,r= 'S IDEAAL- APF C 1! 1/4 Lj ON,_ :;7 TE 4 J 00 12 T�7 WO WA I �77 14 D 5 b 300 111/4 - 21/4 AREAS r_AL'_0' A7E1­, -jf�, FIST TEST TFE'-,;51IRE �-,IVT__ P 'AATERMAIN TrfAil 2" - - , , . , 1 4 �r_]F w1aAfRmAIN ",," WAx HEIGHT t-,+ THR.,,'FP7 IDEPTF '::9f 'FEN,, -:H 8, MIN REICH? -,,F THRi 7 "F1' • f-J, 1 1/4 0 3/4 24 - i/4 43 A 4 _4 4 4 1 ,:-T 300 It ..t 125 L5 36 �AIP AREA kEFERS TO W N -,;t PE FEE- - - - ANU 8L__,LtdN-__- �`:* PiPL LA•rEk 1HAN ;_'_LAAV.E1EP AN't, i�67IFIFRFN7 _)-AN _�I`�'%W. MALL Ek;_7 �I _E7RMiNEC- F­ 71HE ENGINEEP Al, Ft, �"CVIN­ SHA; I BE ;N P�,ACI�: AGAO,457 JN['A57LJ1F,9Er i PL_X'0'� �HA.,i Hf. A}•TAP NAII. I ';AI �I_ lot AU_ AFTjc .,"Nf.PErE I•AS WfA---I­iE[; N(MINAL ShAz L Hf 1-`)NCPE 'E -1:- 5. IN' A( A!NST 17 ?"IN'S SHALL BEAR AGAINST THIE CREATES' FITTI41' SLiRFAC'L APLA 5IBLE. 6U! 'SHAI_;_ Y-1t :_'OVtR 1P ENI`_�L,)Si BELL LNUS. 101INT B'. `S -*!? GLANC.'_ rrElC'NAELE 70 FOLT� ANC- _.LANVS :,mALL BE PROV11"E'-, L UC WORKS CONCRETE BLOCKING FOR STD. PLAN - 330.2 ♦ PLTB + HORIZONTAL AND DOWNWARD DEPARTMENT VERTICAL BENDS MARCH -9010 I.- fY j C To-i FRE H!CRAII`J HALL BE E RV :(:R A T By: RIES15,10N TYPE J!, H A By: _20C ANC R A �'f wV- H 6 M E H AN I By: '�IN T 0 7H LUGS. 4" VA"l, j�. By: _-"-N N E T, ,)N 5 tI A 7 1 P1 ;MPER .41 L E * ANU A L �'JiNINEOTWIN OF SEA H 4 WI 7 H t. �Z T,,)P AE:AP Ti-;p 4 R-`. E THREA.!", .p- A T 'A 'HE wl, T H Q' C T AINLE'_-1 z =TEE_ A 9 ILE I - 1 /4" P[k4-A _:r PC; C-I E H CIP A 4T z BE PAIN"ED W!7h '7Wf__1 i'IJA '4 L r. rr P A; 1`4 ' N--) 5780 -rFj.3 C 7M A F' L Y_ FF T', _�p A, - FL f EQUAL PUMPEF J_ �,N N L t Tj�t�j T. F A I.` E C'(JAL',,AL" DR A': �IPr : A!,J T TFNSION T: L _-EC 9'i RENTf�,N FIRE AP-IIAEN- T'I R F -1 BE u'SED IF RE(_,wRED- CIL w I-- V! I, PK"ItiE DACO-, ......... Z q L) -1 �IDFAA .7 MI 9 7 C -7 "Mi- PIE,' L 7 It, 'A L 1 _ Blip WI rII L, I'- no z F 1E A4 F 4,11PIC FI_ -iNE?P' AN FIN c;�- T' M A -'H S�IFTWA,11,, TANDAR.f Q` T, F '-7'F _7 T li 'M TH PE;�L,'L_AR FlAcF L E N V A LVE N`-, N EA-'r ,r= 'S IDEAAL- APF C 1! 1/4 Lj ON,_ :;7 TE T M 4Pi,, T 4'� J 00 12 T�7 WO WA I �77 14 D 8" i MININU.V. EJL1__);_P- 1-1-4CER H�DRANT L 041,j If,4E 7EE WITH A N E -1[)E ',I T,_E- ,ATE -.IALI.-T. !FI_ ,: Mjt A WWA :ZEA.7 IRI-N PIRE. �__:LAS`7 �-Ni TH 'ti F;- TEN 1-" .,EMEr% T I.. TEN 1: TIE R CIE A HE U•A;F4 E',IE F,� _V I T _P i{ A v'E t- L_ V, L EvE_ U IN Z L �'�L AL L ♦ PUBLIC WORKS FIRE HYDRANT ASSEMBLY STI) PLAN 310.1 DEPARTMENT MARCH 2010 PERMIT CORRECTIONS #1 BSB 2/15/15 SURVEYIED: PERMIT CORRECTIONS #2 BSB 3/12/15 DESIGNED: PERMIT CORRECTIONS #3 BSB 4/3/15 BSB DRAWN: LPL CHECKED: JNP NO. REVISION BY DATE APPR I Approved By: Approved By: Approved By: Approved By: Date: Date: Date: Date: W- 381603 TEMPORAP'T 2' 1:;ALVANiZE0 PIPE AND 2" GATE VALVE FIN:SHEC GRADE ELEVATION 17-77 7,z I PLUG ON TOP BUNG FLANGE: NI-JALL AFTER REMOVAL OF POLYPIG 7 MIN. C'CIVER IC. -INC T F. �AMFER ANC, UNDER) 4 =T MIN (_`0 V E R f I - INC H. 'IAMETER AND OVER, NE'N 'WATER MAIN P;)L YPI15 Lm F_'R P(DLyPI0,C;t,,G �TATI(DN S,71E OF VERTICAL 1:ROSS SHALL BE THE SAME AS SIZE (-IF MAIIN LINE vERTICA-, PL) CINE LILAND F_2V4U ON TOP OF CRCSS *17H 2" TAP & 2' TEMPC~'f OLCft-OFF ASSEMBLI % 'Rfm(-)V ASSEmeLy Atk IN 2' PL;J,, AFTER RE CL M_, Y- F 60' 1 MOVk- OF EMI 'POC P*:. ONE &ILINO FLANGE ON 80701*4 OF CROSS ONE PLUG I,Wi C-11N END OF CROSS BETE 9LC)Ci•INC� ALL [1EIBRIS AND POL'YPIGS S14 LL BE REMOVED ►R(Q SUMP Of VERTICAL CROSS BEFORE DiSINFErTION ✓F NEW WATER VAIN - PUBUIC WORKS POLY PIG STATION FOR CLEANING OF SM. PLAN 300.6 DEPARTMENT WATER MAINS MARCH 2010 TYPE A BLOCKING IF JP 11 221/2' VERTICAL BENDS 'wv is d L CZ z z a� z JPNP:JCV LES r. rr T R E A;,_) Z w L w 1 ET w CIL w it Z ......... Z q L) z 0 z z .7 MI > no z 4 300 1! 1/4 Lj 2 3/4 J 00 12 121,,4 41 D 300 TYPE A BLOCKING IF JP 11 221/2' VERTICAL BENDS 'wv is d L CZ z z a� z z r. rr Lo Z w L w w CIL w it Z Z q L) z 0 z z MI > no z 4 300 1! 1/4 2 3/4 221/2 1 12 121,,4 300 111/4 - 21/4 3/4 4 8, -TI 1 300 'rl- 1 1/4 16 3/4 24 - i/4 43 31/2 -i-2 _4 4 4 1 ,:-T 300 It ..t 125 L5 36 R - ;NSIDE RADIUS OF SHACKLE Rol[) BEND SIHACKLE RODS z (Typ" _R -4 A 4 R P j A TjRN6bCkL THR E AD fi> 1100 w 41 f CD TT'PE e PLUCKING CG FOR 4c-' VERTICAL BE N -D-S A T T A S iL z L LLJ c� Z LLJ F_ LAJ A _J LAj L/) W L 7) r,.j _ m C, L� % �71 z L4j Z i / z J EL > z A 4 6 C, 45 64 4 3/4 1 4 A 4 41 T "(P E E Pt T BUC WORKS CONCRETE BLOCKING FOR VERTICAL SM. PLAN 330.3 ♦ + DEPARTMENT FITTINGS MARCH 2010 SCALE: VERTICAL- NAVD 1 9W HORIZOWAL_- W 1910/1W 0 THE HOTEL AT SOUTHPORT AS NOTED :06 CITY OF 6R RENTON WASHINGTON RENTON I ONE INCH DATU M AT FULL SCALE Planning /Building /Public Works Dept. UTILITY DETAILS IF NOT ONE INCH SCALE ACCORDINGLY fol DAM 12/22/201 z- : PAW_ DP.VMM NO, C410 SHEET: OF- x Z; Z lz Z 0 MI z G) z C 3 m MI oc I CZ z C r. rr r 2: Z m z MI > Z; Z lz Z 0 MI z G) z C 3 m MI MI oc I 4 r. rr 2: MI