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HomeMy WebLinkAboutW-384503F_ W 0 L W Q A PORTION OF NE 1/4 OF THE NE 1/4 OF SECTION 16, TWP. 23N., RGE SE., W.M., CITY OF RENTON, KING COUNTY, WASHINGTION A Utility Specifications PLAN N v;. L Af Valves shall be designed for a minimum water operating pressure of 200 psi. Gate ., Ir, I..-,1,11.. valves shall be Clow List 14, Mueller Company NO. A2380 or M & H. ✓y 1. t TR '.1�'d �' .. r r r' {�.n E , _ { I..,: I 9• Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening againstpressure) conforming to AWWA C-502-85 with a 6 inch mechanical > joint inlet and a main valve opening (M.V.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles ;; r 81 ,,f �, a with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle / r. f '—l." ifs , with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside pool / diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4 '��- 'EE L)E " encPen 9n operating gnut opened by turning clockwise (left). r —.— — ; M r, teI' % (f. s%, 3t,�" J { . — VEP ,, �; rx 10, The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall a NI i H P Ya. I I.:.v,po�,c,F be fitted with suitable neoprene gaskets for positive water tightness under test „;pressures. _. .'; W I._.JrP ,_....._ I ? E YA a ll. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 .. ........E 1 } , IJE, i�JJ` PY/ 2"TiV Y{ .t 'rA, f_/, fr 0F" ` •! inch Storz. Storz adapter shall be forged and/or extruded 6661-T6 aluminum alloy, A r hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180 ,.X�, I{d<. 'Ojp�ra . __I rr. degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable. 12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43- 655 safety yellow or approved equal. _- - ViATER -P-IN NUT 13. Pumper connection to face roadway assembly. rr� ff�� t- p Y f � .3 ;._ n ! j'•,. ' L f'� � P.,i � i`; �, , f t' ^- I -- L V74; rJL I I0"N' JL; r 14 I ; E. L 14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revision 4 15,ntain a minimum cover of 36 inches below r { All watermains 10 inches and smaller to mai l `Dfinish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches l� S fzGT �, a�-'fkiIJ L C ow anis grade. Where utility conflicts occur, watermains are to be lowered to clear. sfi�} �'t�cT�,3 !ill bel finish g d , { J � �' i r r . , _......_ _ _. i 16. All watermains 6 inches and larger in diameter shall be cleaned with pipe cleaning "PIGS” prior to disinfection The "Poly pigs" shall be Girard Industries Aqua Swab -AS o n E o m w� rome er ure ane ru r coa h. E _, al, 2 ib e s a t A du t t t g �:r,Jr ,,:.. B •_, .�:=1_ _ - ---' - d tY f h 90 .._ AF; t F ,, . ,f „ �iv:l: 7 i ,,. _1i0iq, "PIG" l Y V11't on the rear of PIG only. _. ,. - , ,,..� 1 l approve equ cu n ' :" h .y' - . ;C ( VAIN ,`'��, --JAL tip_.' s)11'! , Sid_t., �'V F�• F,. � - - 17. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will . aperform the cleaning operation. --- --� 18, All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi over operating pressure, in accordance with the specifications of the City of Renton and lEP,r,,_:r-::' {_IBJ the Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in City of Renton ` STD. PLAN — 300.5 LAN — 30.1 -DL;3_ C �� < , t_ VALVE B OPERATING STD P 3 :;©NNECTiON TO WATER MAIN CUT �.J s BOX, MARKER & _ ,., �._� ; , IN-LINE TEE &ONE VALVE �.. __� ._......... .......� ,'" NUT EXTENSION tI .., r ar; x Utility Specifications Standard Plans & Specifications 7-11,3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period. 19. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum concentration) chlorine/water solution. Dry Calcium Hypochlorite shall NOT be placed in �the pipe as laid. Chlorine shall be metered/injected in accordance with Section 7- k >a 11.3(12)E or 7-11.3(12)F of the Standard Specifications referenced above. �42— . ., 20. A pre -construction conference is required prior to any construction. A minimum of five :.a.., (5} working days notice is required for scheduling. �{-I'- , � , r��crI I �Y 21. Twenty-four (24) hours notice will be required prior to starting new construction. Al _.._. _ 22, contractors responsibility to secure all necessary permits prior to starting :�,, � r shall be the s , It J -�.,� r � � � � _. � X construction. , J e .. _ J F � 23, Installation of corporate stops, water services, lines and meters shall not be done until all service agreements, meter applications, construction permits, and payment of fees ....... ........... ... ................................... ............ . i R r A I t __.r� f E F cs._._ � I , :[• HPI _ )N f � L AND IJr V4NV R,` � R TI � •L e have been made to the City of Renton. _.................. _....... ---.....................................................------..__...._. .............. _.. _...... . FIRM, �',P.i' CJrlf , CCW ,<. 'f FPI & CRAB f.. ✓ -------- ----- 24. connection to existing mains is to be accomplished by the City of Renton, except wet [ :s' ? fdi3 11 1 ,r.> j .1C �. REND 4` 83END „r. /' e C' . f i� f -� .- � T� „ K i I, �.� ..;:..� _.,; .._� � , . , , ,1 ; .,... {, � s PLO(, ,.. 1.-2 taps, which may be made by approved wet tap contractors with prior approval from the -- -- BEN 3f:` -.!s tiFNC � AP INC TEL /uxl 1, i r `" A ' :.. 2 , -,, n materials re to be supplied b 4.2 I P�,J I<<a :{: '.,h, r �:- Public Works Department. All necessary excavation and mate a a ....................._............... PP Y ....... .. ....3,,. .............. .._ ..., s r 8. 6. ti 1 , 4 { ' } a. - { the contractor and be on-site prior to Ci notifications. n z { r._ .,.. 11£ F2 , F. a _ < G. v 4. C ; 14. C �5. 5 { T I h 1 M r .,' P ( t 1.. -. , r. til` 1' D G' 3 ;r PSI ''I.,ST PP UIR t' i"t'' !Il^ ,P'r:R � vYA PMAfN LESS PIAF Ii" .�• .;;" MJN, ","'VIER FGR', ���.,�,>��,r: 1 ON C,R�' � r. 25. Inspection will be accomplished by a representative of the City of Renton. It shall be 'M,AX, i DI ;T 0,F B' (i, X F 1 0,', , >[ P TR�r, the contractor's responsibility to notify Development Services twenty four (24) hours in tkli, HEIGHT OF rH .v =LOo._ I construction. The contractor, as well as the engineers, shall .. _. advance of backfilling al r keep as -built drawings. 26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity ' acceptance prior to final tie-in. J L '_'(_,NNEC D /I 27. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured Y ._..,.. f_.._.____.... ,, ,, the Star Manufacturing Company of Columbus Ohio, or equal, approved in writing by the Public Works Department. 3 ' =C ` J -- —'-- 28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) J; _ 'A; _ l,NA I _ �E inches. tail mat streets may be spade cut. All surface concrete, pavement, sidewalks, 1 ! curb utters, and driveway approaches shall be sawcut to a minimum depth of two 2 �- inches or removed to an existing expansion joint. AFTER ALL D F11'- fr`i _ k r� 29. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with ANT) f r r I V [; K f r AND , , _ a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call for subgrade inspection prior to placement of final patch. Il AND — t; F,I_ t,'rJ G FOP r,IF,: HA,,N, L'LrAM T ? AND R S,&i : IFS NO 1E, r` 'rMADEr 30, t, A BI ,,, IRON For City projects such as telemetry conduit, the PVC pipe used shall be A chemical �. N L 13-ia.:G;<,,,., W6,_� BE ' .,, r_ {3 Ls,: t, ,r, JL ,_[3 v.,N E ".,kUlJrvr1 rt r , E L .' , iHAL f t J ,AL ,E �IiA _ BE r-: S3J_f 0Fr ;P f process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and iii POUROD 1. -',;,. �- Ii_ ^FL.. f{ �., P I .E T ,,:`_; .F. t�:l _ILr {'':> t. Ew:�; rl`i "� �. L ...�. s _ __,`. _L F _ RO T EiU Y.� L E _ `3f'r K :_EC l.: N nC - 1i, _FES I pi' I [ 9 ! II • NATEk J P i r >�, ,L1 0(.'(A,k AF �:�,4_t: E s,.> r.r� : rdC�tl_; E_ t,F;.�P .�>,s �,I �r��-r_ ��fxsi z r schedule 80 PVC pipe under improved areas. :Pht�L �t: J,� PL.. ..R TIiAi. Tt L _XiI.t, Ui,4,v. 3. P 01 '1CY T; P ON `C?._.;" C''EME J _'r•<E 5TEEL I_i;N 4.;u T iA t FRT fir' �)'a ,"JWF:(TIOR '1 A ' N ` i'itiC;. r.; �z �,,.. ;i'ti: %I PE.tF.. :;.I AJP•a:, 'I.€: `�:� at,_ F .'I?iiy .� C r,; =_p b. _NT -SDP SI4ALf ,,'T, _,. F lh.il VERIFY ?, F �)t :l� L �P iI.�T r3L YI _ 1a ,l a Ai_ G'1V-N E Tip€ L1`d" :f r D' Ire :1 RT _� I FI9 d ''E 3L.(, r f:} r I !`;T , OVER, 0R EN GSE Rt_L LEND -0!N T f :L -c ?K t L ,Nt ` ¢ _ f f LAEJf.EtE1 CES`. ':) r"_T' Lr,P, S S4if.__ E� s f';'J?U[ D. 1;F A.T JF- .:}W: `H O" Itz;iJTA;. ,.^J.; fT Tlr:s- { f -i PA..d, S T i.il. .;r.. ..;�F: t' '�at,l L , �.' w. M THE 'a.` .,�. J,dL' T,CJha r, 'HE. APPN i,4d 6: AITH r),I, `L,E d.. AM) C Jl.. ' _ CONCRETE BLOCKING FOR STD. PLAN -- 330.2-i CONNECTION T© WATER MAIN WITH � PLAN 300.1 w�{" .......... ,� y-;;.„ '-� � 3fig � -� 'S .. . ....................... + + ,.; �:"r HORIZONTAL AND DOWNWARD + + ,, V..:.�:r � TAPPING TEE &VALVE rJ` VERTICAL BENDS 'Yp;n ?C Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) L D ENGINEERING, LLC LAND DEVELOPMENT & GEOTECHNICAL SERVICES 105 Harvard Ave E, Suite #106, Seattle WA 98102 phone 206.412.6660 email LDENGINEERINGLLCOgmail.com R-384510 I CHECK FOR COMPLIANCE TO CITY STANDARDS I P F WAS W-384503 SURVEYED:ESM LLC SCALE: �o ti, HORZONTAL:NAD D1983/1991 WATER NOTES/DETAILS %kp DESIGNED: AS SHOWN i CITY OF L LCD MAPLEWOOD PARK CLUBHOUSE DRAWN: RENTON 2 PER COR REVIEW DATED 5/14/15 LCD 5/20/15 5 20 15 LCD 3815 NE 4TH ST, RENTON, WA A � ONE INCH DATUM o,<• � � o \�� 1 PER COR REVIEW DATED 3/27/15 LCD 3/30/15 3 30 15 CHECKED: Planning/Building/Public Works Dept. RENTON, WASHINGTON G �^_ AT FULL SCALE /0`��v 5/20/15 IF NOT ONE INCH NALNO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY MAPLEWOOD PARK LLC bl. 3a is 10 DATE: 9/10/14 FIELDBOOK: PAGE: DRAWING NO: C10 SHEET: OF: 10 10 N > M l CnO `—' O m en O T^ \ 1 � r CD 1 bd 00 O C Cn D 0 > tit l CnO `—' O o O T^ \ 1 � r CD 1 bd 00 O C Cn 0 1 �T O rr En