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HomeMy WebLinkAboutW-0481060 ©®ino _M MMMMMM ti I za Ufsl fn 111 Type - Vert g ' 22 ` 3o°vrcm Genes GENERAL NOTES P.1 as for 1. All work materials shall be in conformance with the standards and specifica- v,ocx�e Rods— �-VS tions of the City of Renton Utility Department and the latest edition -of the ',y APWA Standards and Specifications. iF- - V6 — 2. All locations of existing utilities shown are approximate and it shall be the vB contractor's responsibility to verify the true and correct location so as to "e TUrrou Kies r avoid damage or disturbance. read 6' 3. All water main pipe to be cement lined ductile iron pipe conforming to ANSI T Spec's A -21 -51 -1976 or latest revision, thickness Class 52. Cement mortar ng and seal coating shall conform to ANSI A- 21 -4 -74 or latest revision. v t o Pipe joints to be push -on or mechanical joint. bedding to be Class C. I_ I^ FY 4. All fittings to be cast iron, cement lined, Class 250, unless otherwise _ o i �• G,w specified on drawing conforming to ANSI Spec. A -21 -10 -1977, ANSI A- 21 -I1- 0 S = pp er latest revision. All fitting joints to be mechanical joint or flanged. \ I t.,(•` y� Flanged joints shall be drilled in accordance with ANSI 8.16. and shall be 125 lb. configuration, unless otherwise specified on drawing. a ti 5. All water main 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. Al 1 water main 12 inches and larger shall be at _ -_ -, 5__ _� _ a minimum of 48 inches below finish grade, Where utility conflicts occur, n(`�' =` M /N. 4 ' COVER water mains are to be towered to clear. V ` >II YAL VE CKAMBER TOP E El/. 338.81 6. All water mains shall be pressure tested and disinfected in accordance with AV--- E �i the Specifications of the City of Renton and the Washington State Health W. d'R �1 .� /• a ' - /Z " D,j Type 8 B�ock�ng Department. All pressure testing shall be done ir, the presence of a repre- Z /V=„ r �� for ns°vert,cai Fends sentative of the City of Renton. ° t as for O �� _ SMckx, Rods 7. A preconstruction conference and twenty -four hour notice will be required tt^ -' 3 J prior to starting new construction. i'� - - - —� ��F 8. It shall be the contractor's responsibility to secure all necessary permits - < Vg prior to starting construction. Thread ucl, s / 9. Installation of corporate stops, water services, lines and meters to be accomplished by the City of Renton. X\ _ ,� W C 4� ! q 10. All connection to existing mains to be accomplished by the City of Renton. 3� \ r r �J /r T0P ELEY M0.0 W All necessary excavation and materials to be supplied by the contractor and /1��.`6 + O f' p•Z• ( /A✓E 2. 5'4NW ANL7 PARALLEL SE q be on -site prior to City notification. �1 _-. ----� '% !L LOT 4 TiS' /O' EASEMENT Q ° 11. Inspection will be accomplished by a representative of the City of Renton. — d Ca it shall be the contractor's responsibility to notify the Utility Department -- ,� 24 hours in advance of backfilling all construction. ti 12. Contractor to provide plugs and temporary blow -off assemblies for testing / JIOP E.uw X615.0 Cwss5(tYZV)Conc V and purity acceptance prior to final tie -in. / QI �O in 0 Q O Blocking For Convex 1Q� Q Vertical Bends r,, 4t wj y� y v i NOTE STATE ,� STAT /ON aF POSED 1I1Gy{4,4Y - STA 35�r49.�3. h KEGEL = STA 356,- 5B. 310 0$ •�/ i =Z.Z d N J. (YERT.) Q.� �, �• ,1-- / -21 'h ° BE/Vt., M.J. �NOR2.) Q � r• -�' (SEE L %ETA /L) 300 � E / r G a7 �. D�5'v 40 rZ�� �•1• i p -- IDES /N GRA ©E Gh" Z G 190 yf j - 290 280 270 _,fi '/f ip I. - -- APPROX ELEY OF A/R 11&64SE MIKE ASSEMBLY 258 ± ' 2S0 W 1711 4 S. F TNRLIST IEZ ` /z° 6eA10 WMI 8 a.F. OF TN/r//Sr BLOCK 44 411 /N SVRF,4C'E e W w ca ti .n ti REVISIONS .22 /s° VO,4Z BENl9 TOP ELEY 2�69-9- W 1711 4 S. F TNRLIST IEZ ` /z° 6eA10 WMI 8 a.F. OF TN/r//Sr BLOCK 44 411 /N SVRF,4C'E 4L C/f ,BEAR/NG SURFACE w ca d ti �y h m " G 0 0 h tih Cti y h 1h 5 w _ 70_0/ /z" 0.1 C_1O 's • BEND ' ELEV 380 /BERT /CAL 6E•VO AiYt^HOR (SEE LaETA/L) 270 —260 0 h N NOR /ZOiYTAL SCALE � /' ° /Ga' U h� O � - 5I V b /RECTOR OF PURL /C M011W5 7-z�-�/ 0 w .;oB NO 2821? .0zVz7zOP1"IEN7- SCALE -.11VIO G KEGEL & ASSOCIATES INC. r� / p�/ ]�+ �y )y/A `�j /{� DRAwINGB7.fzeaa.. Q VIC'TOfTIA IIIZZS / 1114 f .6 3`V,47 �7Z / /YZ CHECKED B7 .__.._._.... h CONSULTING ENGINEERS KIN SURVEYORS PLANNERS APPROVED, RgE/I/IS!/(�pN7S FwOrg/� �I°fFOPT�7S�D S. R. S/S r� S_._..... 12360 N.E. 8th STREET #102 A y(/ 10(11)/ ION- C// L®/ T BELLEVUE,WASHINCTON 98005 PHONE (206) 451 -1115 SHEET L'/7 OF 0 (7VP S z78tB IEZ ` /z° 6eA10 WMI 8 a.F. OF TN/r//Sr 4L C/f ,BEAR/NG SURFACE Q QQ� m " 0 0 h N NOR /ZOiYTAL SCALE � /' ° /Ga' U h� O � - 5I V b /RECTOR OF PURL /C M011W5 7-z�-�/ 0 w .;oB NO 2821? .0zVz7zOP1"IEN7- SCALE -.11VIO G KEGEL & ASSOCIATES INC. r� / p�/ ]�+ �y )y/A `�j /{� DRAwINGB7.fzeaa.. Q VIC'TOfTIA IIIZZS / 1114 f .6 3`V,47 �7Z / /YZ CHECKED B7 .__.._._.... h CONSULTING ENGINEERS KIN SURVEYORS PLANNERS APPROVED, RgE/I/IS!/(�pN7S FwOrg/� �I°fFOPT�7S�D S. R. S/S r� S_._..... 12360 N.E. 8th STREET #102 A y(/ 10(11)/ ION- C// L®/ T BELLEVUE,WASHINCTON 98005 PHONE (206) 451 -1115 SHEET L'/7 OF 0