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HomeMy WebLinkAboutzW-0485SetTOBII�I NVE. S. — =r— — — i2" C.I.P W% 3(," COVER STA 01-1'7 N W W 0 0 8a 4G Ui w 4 °x22120 \ ; i0 Y J N 1 5A- M \\\ \10\`\� \MMMMMM\\�`� i 1, \ PROPOSED OFFICE SHOP FACILITY D S—FA \ ul ROOF °: WALK LINE ' -� - °�i if \{!s / \. NO 7'AI.;_:: E iO t' /4n PARKINra i firm r A 1 LANDS AFINCj �a I CURB i -T-i LLICUN� /\\/ENUE \ i E ;Z� WATERLINE EXTENjiJN PIAN � SCALE : 1'= 20' j z I { I ° li �`il 9 ?O%i fISP"', W1,1Am i ki 7 I { APPROVAL I � € I 14y0 trEqu ro 13C or. wear �..___J � atop oG w AviL AS PEK e¢ 4 � AI RMR7 WAY _ GENERAL NOTES - _ 1. Allwork materia7s shall be in conformance with the standards and specifica-: k,i ors of the City of Renton Utility Department and the latest edition of the APWA Standards and Spec i ficrtions. N Z. All locations of existing utilities shown are approximate and it shall be th contractor's of to verify the true and correct location so as to avoid damage or disturbance. _ " 3. All water main pipe to be cement lined ductile iron pipe conforming to ANSI Spec's A -21 -51 -1976 or latest revision, thickness Class 52. Cement mortar lining and seal coating shall conform to ANSI A- 21 -4 -74 or latest revision. Pipe joints to be push -on or mechanical joint. Bedding to be Class C. 4. All fittings to be cast iron, cement lined, Class 250, unless otherwise specified on drawing conforming to ANSI Spec. A- 21- 10.1977, ANSI A -21 -11 -197, latest All fitting joints to be mechanical joint or flanged. �� -P Lf�l�l ^ I rjl Lf� °ifs or revision. Flanged joints shall be drilled in accordance with ANSI B 16.1 and shaiI be 125 16. configuration, unless otherwise specified on.drowing. f ILJ6 - - -- S. All water main 10 inches and smaller to mw intain a minimum cover of 36 ' inches below finish grade. All water main 12 inches and larger shall be at - a minimum of 48 inches below finish grade. where utility conflicts occur, water mains are to be lowered to.c lea r. 6. All water mains shall be pressure tested and disinfected in accordance with the Washington State Health the specifications of the City of Renton and Department. All pressure testing shall be done in the presence of a repre- ' zmtative of the City of Renton. 7. A preconstruction conference and twenty -four hour notice will be required - prior to starting new construction. 8. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. 9. Installation of corporate s ^aps, water services, lines and meters to be accomplished by the City of Centon. 10. All connection to existing main, to be accomplished by the City of Renton. All necessary excavation and materials to be supplied by the contractor and . t be on -site prior to City notificati Gn. I 1 . Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify the Utility Departmen , 24 hours in advance of backfilling all construction. 12. Contractor to provide plugs and temporary blow off assemblies for testing and purity acceptance prior to final tie in. r b nary 198c - W s n W Fits � °� � s- B'r L�T ,I &HEET ' A WATERLINE EXTENSION ,1.A FOR SUNSET PRESS OF JOSEPH J. MIL LEGAN & ASSO CIA TES, INC. 1 CONSULTING ENGINEERS RSinY,M 8 resrAV " AT setrew BAY mrantc WASHMST" ants %/� DBAWK CHE?KED PROJECT DATE G.-_ ___ . ii ! � 3 Fi iii r 0 I .n RY R y SP 7i= e i 7NSlacL d -t,t tstr Ln /N167 t* 13' -8' U 50L/D 6�� AFTS,4 W4T6K Md/N �' /ST //�/(T P.4RiSlNG 16 AFAM a -BY G7Y' OF 6t 3 i 4r I EXIS %/Neer 7 �EaS E'er TX�BLCY7 - GENERAL NOTES 1. All work materials shalt be in conformance with the standards and specifica- tions of the City of Renton Utility Department and the latest edition of the -- APYA. Standards. and Specifications. -2. All locations of existing utilities-shown am approximate and it shall be the ..... ........ - - - rl contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 3. All water main pipe to be cement tined ductile iron pips conforming to ANSI °`C" Spec's A -21 -51 -1976 or latest revision, thickness Class 62_ Cement mortar -' r E -� -.� Lining and seal coating shall conform to PASS A -21 -4-74 or latest revision. . Pipe joints to be Mush -or, or mechanical joint. Bedding to be Class C. 4. All fittings to be cast iron, cement lured. Class 250, unless otherwise - specified on drawing conforming to ANSI Spec. A- 21- 104477, ANSI A -21 -11 -1977 or Iatest revision. All fitting joints to be mechanical joint or fianged. �ngp�gFA Flanged joints shall be drilled in accordance with ANSI B 16.1 and shall be - - f25 76. configuration, unless otherwise: specified on drawing. LiSPHL\LT /�urvcT _ - S. Inches be main nish grad and welter to maintain 12 in a stand l rger cover shall 36 Inches below finish grade. All rater main l2 fnebes and larger shall be at -. a minimum of 48 inches below finish grade. Where utility conflicts occur, water mains are to be lowered to clear. - 6. All water mains shall be pressure tested and disinfected in accordance with the specifications of the City of Renton and the Washington State Health 1- lfi7O�!�iJ✓ ..Department.. A11. pressure. testing .shall be done in the presence of a repre- sentative of the City of Renton. 7. A preconstruction conference and twenty-four hour notice will be required prior to starting new con struction. 8. Itshall be the contractor's responsibility to secure al' necessary permits 3 prior to starting construction. 9. Installation of corporate stops, water services. lines and meters to be i 4 16 +30 accomplished by the City of Renton. $ °G( 22Hz'86YD (MJxMJ) -f 10. All connection to existing mains to be accomplished by the City of Renton. '_ , �+! ._.. -- /NJT& B°G_1. CdP aQ All necessary excavation and materials to be supplied by the contractor and '9- /a-/-?Z- ( MW OrP -O Z" Foci be on -site prior to City ratification. 'j 8`C.f- 22� °C�YD(t�/ AfJ) Her 7a7JfP B'-IX�Y -A`F dSSY - - 574 /O+/6 it / 17. Inspection will be accomplished by a representative of the City of Renton. AWM777M& 8'- 6Y(3xF2j It shall be the contractor's responsibility to notify the Utility Department "I -dL CV ft-.x�r`fJ L 24 hours in advance of backfilting all construction. 8`G -/- aSGUD r.7LL'Et'E MJi 1 D2ivE4t/AY �Y,' 4W 2`Vl c�2a 12. Contractor to provide plugs a:rl tWrorary blow-off assemblies for testing -. 4nd purity acceptance prior. to .final tie -in. f I26N !2W E �k-SST /N6 /L"G /P bT J /AJ S7 '17 . RV NO S /OE BY CLENT �✓� 2>,eo/Y i0iVSE1©- CigsrAi.&ASSOC. , INC. 5)Y6ZtT DEVEtoPME PROJECT &T A/ af6VN ,tee �� - INFO LAND SURVEYORS 40cJSOUTH 3rd AVENUE DRAWN BY scuE RENT, WASHINGTON 98032 (208) 854 -2043 A ROVED R 46 GATE ",ydY /9�3 "loe