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HomeMy WebLinkAboutW-033703_ f) Only er installation and testing of piping and equipment. -.has been co with shall ddin covering of Piping and carefullin ex- cavation - — I S_COt"'' E GOCUME^JT with bedding and :backfill materials carefulYybegin. � GENERAL NOTES g) Piping bed ding material shall be placed under and around pipe, - - FuTU2r Rt= ':T'oN I =_ I I t with E. minimum of 12" thickness above i e and a minimum of 5" wFTr¢ ti�Iri ExTS USiohi, �_ 1. All work shall be in accordance with applicable "PA standards, the re- thickness under.: pipe. Bedding material shall bg'-°• %gfr --ta+.��?N'^�� i`a y°"d ✓ \ - _quirements of. local FIA, and other authorities having jurisdiction. _ 2, A11 material and equipment used in this system's. upgrading Shall be o -- - - _'Fry.•`" -1-r1 c new and UL approved, : &x cEPT. A:s rl•rw ERwlca _HO'raD. h) Backfill material for piping under Parking Lots, roads walks and _ \\� 3. Copies le some of the. shop drawings for the existing installation are paved areas shall be approved by "owner before they are placed. 3Fb available at the plant for general information, however, the contractor Contractor shaYlsubmit samples and .. information, location o£ "source still has the responsibility of verifying all existing conditions, - of proposed materials to the Architect to determine suitebility -„ 4, The scope of work shall also include the preparation of any required and establish criteria for placement. Bac'Cfi11 materials shall` drawings,. material brochures, � and specifications mecessary for b,sa° -Yz-z nsuvn_ze�_ 4E,- Eul >rIN - t "� construction, fora roval of the Facto tnsus nce.. Association �.anr rA. ('EXI�Tt <'. PP ry $ G 7.+AjYL it IE: LIFT- ¢�YII "Zig.�1�___:. � -�� HYDR gFiY t or other authorities having jurisdiction, and for building permit V I '- L .- 50�--Rx+er - c..re,- nwsmie,t,r_ - -- - t:Px's- Iz• e I. e:rY - I r J purposes. Copies of all approvals chure be provided to Owner., — ,. - ! \- c,o -`N. c�a r=F>EO\ m:. c •,..,, �n,u I. t 31 ,�,� .; �� ;; 5. All information, shop drawings, brochures for material and equipment, —_ —__ . -- _.. -."— ,__ -__ _: I "— RE"„�,, -E �•�,Pg ( %TE IJU PL PINY etc., required for FIA approval shall be. submitted in accordance with —�- - -- `- - -' I (F� Ir=Y sxACr the following schedule: - i) Backfil3ing material outside of ithe building walls but not under- It Contractor shall submit tG Owner, parking areas may consist .of the material removed fros the Wol -E�= Mr= rsR. /nu LT \` C .. t ;,LI b. Owner will review and return to contractor with authorization excavation, if adjudged acceptable fill by the Owner. Backfilling OFF IF- _:6o'.R•C.w � .. to submit to oca1.F2A. - t• I I;S: t L t ,r, ." 'C §ce �•. shall be placed In 6" layers and carefully tamped over L 14L 16 .K r'KP C. Contractor shall submit to local FIA for approval. the,pipe. Exercise special care in backfilling trenches containing Io' d, Upon receipt of local' FIA approval and FIA comments submit to sewers to guard against disturbing the joints. When danger to ,\ NEW N!GeA NT \ \ &fEOIA JfiXS. Owner. piping joints has diminished, bacxfill shall be placed and tamped -Z -zn 1- 4•co�N \ \ \\ e> Owner will review and return to contractor with authorization in 12'.la ers except under w /5HU UFF vA" j s�vics ER \ oX15TItJG IZII tvA�f� Y p pavements and within building walls 8` to proceed with fabrication and installation. continue, to backfill in. fi" layera to within one foo- of finished ' r.n,,, ,__.____..__.._. _....__ - - _I v1/.a.!rJ FfaoM IzLaNTOhJ 6. Installation. Reowiremente: grade. -The remaining 11-0" shall be. backfilled with topsoil re- a. - Assume complete responsibility' for the proper construction and moved from they excavation if adje.da -- acceptable fill by the Owner. , completion of all work in the most expeditious and economical Finish grade to match existing grade. Compaction under slabs, t. v- manner consistent with the best interest of Container pavements and structural areas, shall not be less than 95% of / 4• Corporation of America, maximum dry density. M ,<i_,,um dry density shall be determined ' b. Consult with the Owner as to the schedule for construction. - aceardYng Co .American Association of State Highway Gfficials (AASHO) / I OF= FI G E �F N ei 'r.ICz.I During the work the contractor Will cooperate with the owner Composition Test - Designation. .. is "G -57. Compaction under non- � NEw 8" LATERAL � �. - � ='✓t woR \ a \� is every respect concerning the work areas nooses to the site strncturat areas shall not leas than 85X of maximum density. / 4° - and buildings, etc ,. ,... C Acco_mosi h the work that h 3 _ __ -.-_ .__ _..-., e, o..Q.,., oo �t is +.�:rg - •j) Remove and dispose of any excavated materials not acceptable or - -n+rzu ^r T>osT ov at .'. 2 1- a:F�•n. is - -'� modified is not left inactive duri the hours the lant is not e IRLOC� I NF_W lj4TE '[A`S� ���N GION ExISrINC 4 "UN6ER- �]JND\\ n8 P necessary for resanil l- -work at `project site, subject to.'apprwal \ \ is operatics and it shall hoses, also be required that supplemental of Owner's ReprESSa[ative. , , a� LINE •c f2EC+'JNNE T ;NSlcss- HCbR.E fire protection, i.e. hoses, etc„ be provided_ in the area '. .tea=. a,'cR w / /4"o.s dY vniE -E \ whilework iH in progress to the complete eatisfacCion of FIA, k)' Restore all damage :area to their natural state, this includes a• 8'- \ �' �- .SEE PIAG,'RAm `oF CCA, the meal fire masahell and/or other cognizant officials.. grass area, roads, pavements .FUrba .5LnEwnnce:3 R2 T'tsncsc5.•- - �ov,ESrlc sse vFCE d Remove debris from the work areas.and project s',te promptly as Ru'TCa¢. -rasa : eoaan_..nw- -ra,ScLCS -_a3 it 9. This eoatractor, shall' include in his base bid the amount of $200. al- � � 1, FF GT NEw oIPI �G �_- aN- R2P_CT02 SMALL FLV SH F TEST'S STEM IN, ACCGRDMICE meters Final adjustment will be ' ��� EXISTING Y lowance for Renton Water .Dept- to set w-IIE and e N- WONFPA"-2 to SEC'TYONS 96£9.5. TO IN CLIrt'Sfi '- A/RITTFtf - 10� h ' 1 made after work is accepted. �. ,ar= — t' o°A.v.F- _. 1 —' ESTATE MCN-T couNTER3IGNED- E5Y O,rfNER• - - �� 12 "GATE V .._... NA A I IJ SLJI L-01 IJ Cr (cktsT7`.Xr) Contractor shall complete detail the "Contractor's Materials " °Rp . 10.. .Alternate $1: Amount to. be deducted from base Proposal for installing am9'Test'Certificate Sprinkler Systems -Water Spray Systems" as 3 laterals. to a point 5'- 0 "tfrom foundation wall instead of to a point fI I required by Section 1700 of NFPA No. 13, _ They completed. certi- 1' -0" above slab inside of building (see drawing for "Diagram of P fira[e hall be submitted to local FIA for approval with a copy Alternate $1) G t. TEE �ExIST') to Owner. 4.0' "_- z -z /z', I q• - . g.. Contractor shall provide Owner with written FIA final approval W�SN UT OcF VA - N>?- d- pl_PIF ;ci pp 1. Alternate $2: See drawing SR:ASfer work to be added tinder this proposal..'. of the "as built" instal2ation3 r'¢ +art To EnNnl- Pn"XMENT 7. Materials & Methods I - 2 A?ERAR -IE:' T- FaOUNT SE _P_&P.ASAG: a, UnderRrotmd Water Service and Fire Protectiou Service Piping ', POURL._lN_5MA)LUNCti:.:. I.Z'_` FSRE MAIIJ 10.i -.L7EU and Fittinga extr _ior to buildings shall be Ductile cast iron � AS, sy Q1�M , - - -- -�- ----- - _ _ pipe with mechanical joint ands. Conforming to A.S.A.-A21.51 rF. 1965 1. eLnss;L;v-o:, ;B`-vall thickness oa as required by City of Renton Water Department— Pipe and joints shall be L cement lined in accordance with'' specifications ASA -A 21.4. - b„ Underground fire protection water gate valves . shall include _ - - mechanical joint :ends, indicator post flanges - UL & FM. approved _ TDRQU`ILLC ` - - -- IBBM conventional stem packing non - rising stem, aquarewrench.�.^ - nut and qualifying =for 150 working pressure service, Valve ,_NSW HypR,l i�JT w�sHUT OFF vA- Z shall be as accepted by City of Renton Water Department end Fire 4. Prevention Department., s T Nvus E, IN9TAlL C c. Underground Fire ^protection Valves • PS' or smaller shall be rod- � Tzc- LOC,Arro HoSr- operated by provision of box adapter. over valve and underground - - t-'T LI i _ Ip^�pp `_t5 GONC.F'A L7- = xIST' +!: NOSE NCJSc egtensicn r0 remOVHble operator WLHIICh Of suitable length to - - 1 +- L—aS � Et APPGINT Fi O�U REMOVE Ek STI NG� I� VERIFY EW.CT ATOM SLAL3, as PATCH operate all vplves installed at projedt site. - ow NErz sEFORE. I d. ViRLw box #hall tie completed, of "buffalo" Spiral length. as � v / wwrc-H - INSTALLAZ'ION 'sX I sT+ ti CT @. >ro uired for burial depth and ltd cast north the word WATER ". - ' f. (tut�1°I tic S_iandn "rtment aso'-.ecnectio'F1.G.- '.Mvo. ) F 5hee Ac C L�' �•-� ^ cxl �'T'IN610 P'r�:IVi1T 'vxi s type instalment Connection Inlet shall To SYSTEM- _7 17 G I"� �..°f � Sienese type installed with heck valve and automatic i MA;N To 3Li4 �. ball drip' i-- -- EXISTLN CT f21SERS�3> T.� C'.= (piped drainage) to keep- connectiaa inlet piping I - _ d .. dry"1'complete4tstalkatign'to be as-- detailed on drawing. and cony• I s l-E I form to NFPArW standerdss .. _.. 1. SiameslEinlais and hydrants 'shallfurniah polished chrome AC:4laFS CHECK plate exterior finish,of brass plate, Allenco No, 231, :.SFOOL PICGE IZ II GI^Y GoNr1E,:TIbN .Irony 2.4" nd es on 13" sleeve Sienese rad,.hydrant oast', ± � to G rr-r Iron: body and escutcheon 1$ ".sleeve of braes tubing,. bofiy _ inlets with individual drop clapper valve complete with. I d �-q $ tn�.MAT.k'ii 'T36A7'D;A7�F3%. SpeCi�fice- " "- I BASS C+.IO.IiALI INCLUZIE �\ " tion, .r - - ALL W ORK TO TH IS POINT ` -.i✓ f, "PIPE-- S- LEE.VE g. Check valve shall bey Underwriters' Laboratories(UL- 312)'listed,. - eu'r 1 -VATGi ,� C:AULK. 6oTNSIOES.. -�" __. - - -- -4oF 12 " WATT SEF2VICE I' -,' .GONG: WOR �_��,.- PE -E V.gULT FLCX?R. awing type, iron body with cover access to valve rubber: ace Ex +sTl �h cr K � - plug an chain, threads h, AutomaCicbhall drip shall b tapped for drip drainage con- ^" _ ng> 1 section at low point on bottom inlet side of valve �._ P�ovrn�-SUPt o1zS p e brass and V nom. pipe sizh. Accep- FOR PIPIN ASST h METER VAULTI 10'-0'NX20 -0L_'G 8' -O -DEEP table. under Allen co '2l1"l','or Elkhart 701" orStandat'4 "143+' �. - -5'D "* SHALL INCLUDC e f of approved equal. -� .QLL: v /a2K-TO- ,: �YN15 P nI N.T.. .1ZX:la RE.UV:CEA.. '., " is Thrust Anchors: For undergrouad� fire main std .water piping where ., _ Ncrrrr - I rL� . blowout in direction occur -.piping shall be aachnred tIO prevent _ 112? 1, l0 x4' l -EE - ---- -- - �• W /s'Sa DTT_ cI r EG blowout Ox Creeps 7A 'f:z<.GQRA ANfCS. V+ITri _fJ EPAx 241: SE•G'i1pN- . © P,807r OM:.�51pE5 -. .. i ' L,ItiC.x12AM OF ,�l_T�IcNA -f� 1J_ -_L S.d".'V.>LVE — Gz d, w All uDd6rgMq Firth Protestian 8emin 11 ha "" AN HCLE LTD; 4'T2 NG Y+ $� mi3RliLmum c ,. ~_ r .y TO MEET. RsNTw -�. fX STA WYA'RDS- EklStlN - ' I 5 'k. Fills itvtts'anU .,7t,L�,ti. 4 Si `'"':: - z'1. SPAS OIL cH> =c_K } • k 'Ahretde t8'A•fP.K' y- I F}/ �Cp NN. To E %IST. / ;a,cGEPTA6LC - -TO C.I. sT L=PS HYDRAFTr i ' 1 .3e '�Rpa 64. iii ytp:.be F t}OM. W, TTm �f E OFF! of R NTOtJ. mss+ ANC 1 sn 4 „X3 "F3EOUCER - R: I- 5 f2VIICE 21A 5J 2c0 /(y S. EkaVATION AND I ACRPILli '. _ 3Y sES. —I�. _ TO Try ETCT`I OF R —NAB FOR WNYN AS.�EMBLY co 5PR(NKLSFZ 51'STEM I I TU THE PE T O - _ "¢ be responsible ibis for work `for which excavation mill be done shall - -E✓aCK Flow PR k:1ENrEt2 OP SxIAL; HEALYN SEkv E - a "FL Coe DR ;JN I. d) Contract Or inetall (..�L: ALTERNATE 2 .,INCT tJ.T '_102 WALL 10" IAL$.Y VALVE �. AG _ _._ - -� t, p all sita'cleeziag,, stripping,: lHyouC, E %CHVatLAg T/ CACCEPTAEL.E TO 7nE .DEPT I /4 ".�pENI''Cf EETN /EF -U TILE of materials encountered, removal of unacceptable fill, :backiilling .OF 5oc ¢ HEALTH ^.:E2vica S. �HrCK VALVE _ C:JV E2EC K' /UNT ?E " =.Ti =p pR _ ' and ng sheeting to support walls necesga bracia - - - -- I _ SuILRIN¢ vAPEr _oNN1- 1 oN To ry $. . -_ _-J -_ 0. "O� ccNTcN safeCy to -workmen,: including protection of a %isting structures and µT•.3. sT "ART services oat no'additionalaeoart walla of Excavations with adequate _.. � -- short and sheet • __ __ _ _ t for damages, c'S`o" .HERE ___. __ °o `4 "_vr _ _ z� -e • \ `j� b) Where rock or obstructions are encountered, they shall be. removed Ihi,2 1NCKCSF ' - GL.P_. o We GRAVEL m by Contractor installing work. -' /�' / AggrsE4,•.Te.- z °.•+,sov — c) Where excavation in necessary in existing pavements,- Contractor Idl�Vn.; c.rz M/+IF..I 6^BeLOw TrLC, - �: °GeM HST.G WATER To RE.DUGEn fors of peni the excavation is required shall cos pay all fees and - _ F 4!Iup7,o FI2E PaPI" F?rzE.ssJrre CiACKF-LOW TIRE /ekME� cotta o£ in accordance or pavement anIt all And costs ,of filling and. DETAIL OF DOMESTIC WATFR> SERVICE coNIJ�GTlON - .LOCATED.- lN5i0E PLANT. _... _. -_ repaving in accordance with sequiremenes of and to the satisfaction � _ of the City of Renton, Utility or other Owner of such pdring.' N� scv LE. ^^C[---T-/� ^ I- A CF ` /A. - d) Provide and operate pumping equipment when necessAry to -keep D G I A I F- � -f-`., N L�i I°' I � I �'7F_ iz ,/AU L:T —_ trenches and othax excavations fans of .water., co, e) Underground service piping . shell include provisions for natural drainage' -of trench piping backfill. Where piping ,is placed in - clay soil; etc., with poor drainage porosity provide adequate' TRGNCH DRAIFIP.GE "DURING, CorJS TRV CTIONT BY USING. P2Y waLLS. oR PuNn pII.I C.a C -q VIP KENT• \N-332 REVISIONS SCALE "� NorEO CONTAINER CORPORATION OF AMERICA 'NTH PL-p•N ANr DG-TLaiL nip -IU -rz DsawN Sr DEPARTMENT Ot - RCHITECTURE AND INTERIORS DRAMNNG ^UMBER Ft�l_t�I NG '(Jt•1 pl�.AtJ i S f �1� MAiN OFFICE • ONE FIRST NATIONAL PLAZA • CHICAGO, ILLINOIS 60670 _ APPROVED r acid =I---t iTo 1'J MICROFILMED w�AS1 -t i ti G- I�h• -I ti