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HomeMy WebLinkAboutWTR2703214.33NOTES: 501 1, SEE S09 FOR GENERAL STRUCTURAL NOTES. 2. SEE DIVISION 5 OF THE SPECIFICATIONS FOR STEEL REQUIREMENTS. PERIMETER HANDRAIL SHELL THICKNESSES Y4" THICK Y4" THICK Y4" THICK V THICK 16" THICK Y2" THICK nnnr vr►iT JDRAIL, )R DETAILS 0 ►.a H. WA - I t f — 16727 RESERVOIR ROOF ACCESS e� g s PLATFORM, SEE DWG NO. IONAL f— ROOF VENT SO4 FOR DETAILS / INTERIOR HANDRAIL ` RESERVOIR DOME ROOF, - SIGNED: 06/29; 07 SEE DWG NO. S03 FOR DETAILS - - -_ - - RESERVOIR ROOF ACCESS if4 y„ ROOF PLATE f of WAs,�� SPIRAL STAIRWAY WITH CABLE CONDUIT, SEE DWG N0. S05 FOR DETAILS 509 SHELL HORIZONTAL JOINTS S08 SHELL VERTICAL JOINTS 510 S08 4.22 MG RESERVOIR. 40'-0" (I.D.) THICK MID 2 COURSES 03 i I 4 } _ _ DISCONTINUE RAIL 115S'HOLL HTAL SEESDWG INO. S06WFC tY6" THICK 14 C (11 tY6" THICK �4�' THICK 1Y16" THICK 3�" THICK 1" THICK 1" THICK 1.2" THICK 457.00' FLOOR ELEVATION RESERVOIR FOUN[ DWG NO. S02 Fi 12" INLET PIPE, SEE DWG NO. M02 FOR DETAILS 16" OUTLET PIPE, SEE DWG NO. M02 FOR DETAILS TANK SHELL Z a' R 0 0' 0' 12" OVERFLOW PIPE, SEE DWG NO. M01 FOR DETAILS 7 RESERVOIR OBLIQUE NOT TO SCALE SEAL, \ L 2"x2"x3/16" TYP NAME PLATE City of Renton STAINLESS STEEL Hazen Reservoir NAME PLATE NOTES: ENGRAVED LETTERS SHALL BE 1/4" HIGH. NAME PLATE I Capacity 4.2 MG I Contractor INSTALL NAME PLATE ADJACENT TO BOTTOM OF LADDER, AT 5' ABOVE GROUND. ET PIPE Exterior RH2 Engineering, Diameter SO'-1" Engineer Inc. Wall f ET PIPE Height 115'-0" Year Built 2007 FIELD RIVET (TYPICAL OF 4) 0-O Floor N* I Elevation 457'-0" Code AWWA D10S REVISED TO CONFORM C STRU TIO ECORDS 06/08/09 R ENGINEERIN6 INC. DATE 1 �\ i Ly +��eQI8T8gE'� IoxAL �l SIGNED: 06129107 Y \NTO� z Z o.24 o z� � W W �+ W N Uj V o� E:NGINEr. http: ,/;iwww.rh2.com MCIilboX0rh2.com BELLIINGHA 360.676.083E 454 West No, BOTHELL OF 't ; 425.951.5400 2100 NE 19 EAST WENATrt4FF nFFTICIF 509.886.2900 300 Simon Stree-. PORT ORCHARD Ci 3%876.7960 M Kitsap Street, S�. Her : SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 96 DWG N0, ENGINEER: CDW Sol REVIEWED MLM DATE: SEP 14, 2009 ="EFT NO DY KJS 06/08/09 CLIENT: REN I 15 BTE MM 10/09/07 JOBNO.. 105-049 734 BY REVIEW DATE FILENAMe HAZEN-D-STR01 N zy N N m r O RESERVOIR ELEVATION NAME PLATE DETAIL "40T TO SCALE i REVISED TO CONFORM TO CONSTRUCTION RECORDS ADDENDUM / ISSUED FOR CONSTRUCTION NO REVISION 01541 w `a;? ICI