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Home My WebLink AboutWTR2703214.6FLOOR PENETRATION 12" STAINLESS STEEL WELDED PIPE 12" STAINLESS STEEL WELDED 90' BEND PIPE PENETRATION 12" STAINLESS STEEL WELDED PIPE FLOOR PENETRATION 16" STAINLESS STEEL WELDED PIPE 16" STAINLESS STEEL WELDED 90' BEND PIPE PENETRATION 5-0"o SUMP 512� S08 12" STAINLESS STEEL WELDED PIPE 12" STAINLESS STEEL A S09 I� S-6" RESERVOIR SHELL STEEL FLANGE INLET PIPE PROFILI RESERVOIR SHELL 16" STAINLESS ST 16" STAINLESS WELDED r - STEEL FLANGE OUTLET PIPE PROFILE - WELDED 90` BEND D ®D PIPE PENETRATION D A 12" STAINLESS STEEL S09 WELDED PIPE 06 A S08 S09 6'-4" RESERVOIR SHELL 12" DI SPOOL (FLxFL) PIPE CONCRETE SUPPORT BLOCK 16" DI SPOOL (FLxFL) PIPE CONCRETE SUPPORT BLOCK General Structural Notes BASIS 01-F-DESIGN. GEOTECHNICAL PARAIMETER& MAXIMUM NET BE 7,000 PSF STATIC, 9333 PSF SEISMIC SOIL PROFILE T1' C SOILS REPORT REE _:FENCE. "GEOTECHNICAL ENGINEERING SERVICES" PREPARED BY GEOENGINEERS, INC. 10-15-04 OTHER LOADING PARAMETERS: WIND LOAD: 100 MPH PER AWWA D100 SNOW LOAD: 30 PSF SEISMIC PARAMETERS (AWWA D100-05): STAINLESS STEEL STRAPS " 2 SPECTRAL RESPONSE ACCELERATIONS: Sds=0.801G, Sd1=0.377g %6%4" IMPORTANCE FACTOR: le = 1.5 SEISMIC DESIGN CATEGORY: D 12" EACH SIDE CZ' SEISMIC -FORCE -RESISTING SYSTEM: MECHANICALLY ANCHORED STORAGE TANK O� DESIGN BASE SHEAR, V: 8,775,486 LBS SEISMIC RESPONSE COEFFICIENT, Cs: N/A RESPONSE MODIFICATION FACTORS: IMPULSIVE=3, CONVECTIVE-1.5 AS REQUIRED d MAT FOUNDATION a OTHER DESIGN VALUES USED: < #5 CONCRETE ANCHORS EACH CORNER AND ® 18" O.C. n- MAX ELSEWHERE CONCRETE PIPE SUPPORT DETAIL v - 10 NOT TO SCALE /-- fCCJUSvuiR rLUL)R D � ° P m RING WALL D D t> #7 EACH FACE ,P ° #7 x 8'-0" EACI-Q FACE =° ° D PIPE D c -- rF D D . \l J � °t> FOUNDATION PIPE PENETRATION SECTION Gi0g NOT TO SCALE SURFACE PER PLAN CABLE TRAY, SEE: DETAIL 04 FOR S08 DETAILS SHEET METAL SHROUD. BOLT TO CONCRETE, AVOID ANCHOR BOLTS /_ RESERVOIR SHELL FUTURE COAXIAL CABLE REINFORCING NOT 48" RADIUS BEND SHOWN FOR CLARITY VALVE D TEE PVC ELECTRICAL 12" DI SPOOL (FLxFL) CONDUIT. SEE b 12" j ELECTRICAL PLAN D FOR SIZE AND QUANTITY F-1 ® D D D D v o s• 12" STAINLESS PIPE STRAP AND CONCRETE STEEL FLANGE B SUPPORT BLOCK RESERVOIR FOOTING RESERVOIR RINGWALL S09 4 CONDUIT SECTION 3 DRAIN PIPE PROFILE s0 _ _ 1,-0" ----_. of WASj.?1i i — t RFcISTi, . ZONAL SIGNED: 06129107 I,A I LbUK T: LSJLN I IAL r AULI I T I SIGNED: 06129107 CONCRETE: 4000 PSI WITH 60,000 PSI REINFORCING STEEL: AS SPECIFIED LIVE LOADS: PLATFORMS AND STAIRS: 100 PSF LIVE LOAD, 300 LB CONCENTRATED CRITERIA ALL MATERIALS ` IOPO M ^ SHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, ♦ ► AWWA D100-05 AND IB, 2'003. — A, SPECIAL_ INSPECTIONS, TESTS AND OBSERVATIONS . ^ ='ECIAL INSPECTIONS AND TESTS SHALL ICLUDE THE FOLLOWING. REFER TO IBC SECTION 1704 AND 1707 FOR N �T DETAILS. 1. SPECIAL INSPECTIONS BY THE GEOTECHNICAL ENGINEER FOR THE RESERVOIR INCLUDE: A. SITE EXCAVATION AND GRADING B. PLACEMENT OF STRUCTURAL FILL AND SOIL COMPACTION C. VERIFICATION OF SOIL -BEARING CAPACITY. D. ALSO SEE SPECIAL REQUIREMENTS FOR RETAINING WALL ON DWG NO C12. 2. CONCRETE PLACEMENT AT CONCRETE CONSTRUCTION: CONTINUOUS. SEE ALSO IBC SECTION 1704.4 3. REINFORCEMENT AT CONCRETE CONSTRUCTION: PERIODIC. SEE ALSO SECTION 1704.4. 4. TESTING OF CONCRETE FOR SPECIFIED COMPRESSIVE STRENGTH (F'c), AIR CONTENT AND SLUMP. SEE IBC TABLE 1704.4 5. RESERVOIR CONSTRUCTION IN ACCORDANCE WITH SECTION 1704.3. WELD INSPECTION SHALL ALSO BE IN ACCORDANCE WITH AWWA D100-05 6. STRUCTURAL OBSERVATION BY A REGISTERED DESIGN PROFESSIONAL IN ACCORDANCE WITH IBC 1709 SHALL BE I PROVIDED BY THE OWNER. ,ii�� W GENERAL FS SHOD.: ON DRAWINGS MAY BE ASSOCIATED WITH CAD MODELING AND MAY NOT REPRESENT REQUIRED OR 1+E1D JOINTS. SEE DETAILS FOR CLARIFICATION ON REQUIRED AND ALLOWED JOINTS. REINFORCED CONCRETE O _NG STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315-92 AND z 318-05. LAP ALL REINFORCEMENTS IN ACCORDANCE WITH THE "REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE" - SEE DWG S02. [ r'�! '� NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY DETAILED cc OR APPROVED BY THE STRUCTURAL ENGINEER. � 0 CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . . . 3" > FORMED SURFACES EXPOSED TO EARTH (WALLS BELOW GRADE), WATER OR WEATHER (#6 BARS OR LARGER). . 2" WELDS Uj r/� DESIGN AND FABRICATION PER WWA D100-05 SECTION 14. UNLESS OTHERWISE NOTED, WELD SIZES TO EQUAL Vn THICI!NFSS OF THE THINNER MEtIBER BEING JOINED. FOR FILLET WELD SIZES NOT SHOWN, USE MINIMUM WELD SIZELU PF" n1(?0-05. SECTION 2.1cc STRUCTURAL ABBREVIATIONS -FLAT SST -STAINLESS STEEL CHK - CHECKERE ORIZ - Hf_ -ONTAL T&B - TOP AND BOTTOM CL - CENTERLINE LLV - LONG -EG VERTICAL VERT - VERTICAL CLR - CLEAR O.C. - ON CENTER EA - EACH PL - PLATE EF - EACH FACE RB - ROUND BAR EW - EACH WAY RST - REINFORCING STEEL Ak A& A AiW& . A W=321429 RH2 ENGINEERING. INC, -ittp:,///www.rh2.com mailbox@rh2.com 1.800.720.8052 BELLINGHAM OFFICE 360.676.0836 454 West Horton Road BOTHELL OFFICE 425.951.5400 12100 NE 195th Street, Suite 1C EAST WENATCHEE OFFICE 509.886.2900 300 Simor Street, Suite 5 OORT ORCHARD OFFICE 360.8 76.7960 7 ,.. ,n+, —LyL^ )RAWING IS NOT TO SCALE REVISED TO CONFORM 'F BAR IS NOT 2" LONG jQ/COP1STRUCT1ON, F�ECORDS PLOT: 96 DWG N; ENGINEER CDW 'S' 09 fff . 06 /08 /09 I- - ----- -- -- . RENEWED: M LM SEP 14 2009 REVISED TO CONFORM TO CONSTRUCTION RECORD`, ADDENDUM / ISSU ' P CONSTRUCTION NO 'VISION - -_ - 23 D Y KJS 06 09 REN BTE MM 10/09/07 ao 34 BY REVIEW D 17 FUNAME: HA-_ -STR08