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TBLOCK <br />PTN. OF SW 1/4, SE 1/4 OF SEC 14, TWP 28 N, R4E W.M. <br />3 <br />0 <br />0 <br />i <br />Y <br />0 <br />0 <br />3 <br />QPIPE ANGLE, BY OTHERS. PIPE At <br />OUTLET, 018"OPENING OUTLE' <br />FOR 012" SD, IE: 544.00, FOR 0• <br />1L <br />24" X 24" TRAFFIC 4 <br />RATED INLET GRATE 24" X 24" TRAFFIC RATED, <br />SOLID ACCESS COVER. <br />VENTED <br />PLAN VIEW 12-PerkFllterT <br />CARTRIDGE <br />5" RISER <br />^ l'-D"RISEI <br />1om 10 1 M I <br />: <br />< " <br />5"SLAB <br />OUTLET, 018'OPENING <br />WEIR, <br />STAN DARD DECK <br />FOR 012" SD, FARSIDE. <br />ASSEMBLY <br />ASSEMBLY <br />OUTLET DECK <br />ASSEMBLY <br />ELEVATION VIEW <br />L— <br />PLAN VIEW <br />COVER NOT SHOWN FOR CLARITY <br />RIM: 549.00' <br />Unit ID: WQ-01 <br />WADOE GUILD <br />PerkFiltere Concrete Catch Basin <br />12" Cartridge, 1 Each <br />Treatment Flow Rate <br />6.8 gpm / 0.015 cfs <br />Total Flow Capacity <br />1.30 cfs <br />QANGLES IMMEDIATELY OUTSIDE <br />OF STRUCTURE BY OTHERS. <br />(63.00-1 150.001 <br />VENTED HOOD, <br />' SI<-0955 <br />FF ----- 3 ' ----^ <br />0 <br />.` _ 0 _ 7. <br />EL: 543.75''i . �T <br />RIGHT END VIEW <br />549.00' <br />OUTLET, 015" OPENING <br />FOR 012" SD. <br />NOTES: <br />1. DESIGN LOADINGS: <br />A. AASHTO HS-20-0 WI IMPACT. <br />B. DESIGN FILL'. V MAXIMUM. <br />C. ASSUMED WATER TABLE =BELOW INVERT. <br />D. DRY LATERAL EARTH PRESSURE SEEP) =45 <br />PCF. <br />E. LATERAL LIVE LOAD SURCHARGE=80 ESE <br />(APPLIED TO V BELOW GRADE). <br />F. NO LATERAL SURCHARGE FROM ADJACENT <br />BUILDINGS, WALLS, PIERS, OR <br />FOUNDATIONS. <br />2. CONCRETE 28 DAY COMPRESSIVE STRENGTH <br />SHALL BE 5,000 PSI MINIMUM. <br />3. STEEL REINFORCEMENT: REBAR, ASTM A615 OR <br />A-706, GRADE 60. <br />4. CEMENT: ASTM C-150 SPECIFICATION. <br />S. REQUIRED NATIVE ALLOWABLE SOIL BEARING <br />PRESSURE = 2,500 PSF. <br />6. REFERENCE STANDARD: <br />A. ASTMC890 <br />B. AS1MC913 <br />C. ACI318-14 <br />7. THIS STRUCTURE IS DESIGNED TO THE <br />PARAMETERS NOTED HEREIN. PLEASE VERIFY <br />THAT THESE PARAMETERS MEET PROJECT <br />REQUIREMENTS (I.E. LIVE LOAD, FILL RANGE, <br />WATER TABLE). IF DESIGN PARAMETERS ARE <br />INCORRECT, REVIEWING ENGINEERIAUTHORITY <br />SHALL NOTIFY OLDCASTLE INFRASTRUCTURE <br />UPON REVIEW OF THIS SUBMITTAL. <br />8. OVERSIZED HOLES TO ACCOMMODATE SPECIFIC <br />PIPE TYPE MUST BE CONCENTRIC TO PIPE ID. <br />AFTER PIPES ARE INSTALLED, ALL ANNULAR <br />SPACES SHALL BE FILLED WITH A MINIMUM OF <br />3000 PSI CONCRETE FOR FULL THICKNESS OF <br />PRECAST WALLS. PIPES ARE TO BE FLUSH WITH <br />THE INSIDE SURFACE OF THE CONCRETE <br />STRUCTURE. <br />9. CONTRACTOR RESPONSIBLE TO VERIFY ALL <br />SIZES, LOCATIONS AND ELEVATIONS OF <br />OPENINGS. <br />10. CONTRACTOR RESPONSIBLE TO ENSURE <br />ADEQUATE BEARING SURFACE IS PROVIDED (I E. <br />COMPACTED AND LEVEL PER PROJECT <br />SPECIFICATIONS). <br />11. SECTION HEIGHTS, SLABNYALL THICKNESSES <br />AND KEYWAYS ARE SUBJECT TO CHANGE DUE <br />TO AVAILABILITY AND PRODUCTION PLANT <br />CAPABILITY. <br />12. MAXIMUM PICK WEIGHT(COMBINED WEIGHT OF <br />BASE WITH INTERNALS)= 3,7W LBS, <br />RECORD DRAWING <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />drawing are based on the best available <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />Jim Knappert 11/22/2024 <br />Permit Inspector <br />FINISH GRADE <br />18" DIAM. FLOW STRUCTURE <br />ASSEMBLY PER EDDS STD. <br />PLAN 5-270A AND 5-270B <br />POLY STEPS OR LADDER, <br />BOLT TO CATCH BASIN WALLS <br />FRS <br />S=0.00x <br />VAULT OUTLET PIPE, <br />REF. PLAN <br />8" DIAM. SHEAR <br />GATE W/ LIFT ROD <br />LOCKING MANHOLE COVER AND <br />FRAME PER EDDS STD. DET 5-230, <br />RIM=PER PLAN <br />OPEN RISER END <br />TOP RISER=5 <br />46.48546.59 <br />1.1719" 1 1 <br />FLOW TO CB105 <br />IE=541,20 <br />Z <br />g <br />N <br />Li 4n1 <br />TYPE 2-72" DIAM. V <br />LO.5938" Cis") DIAM. ORIFICE <br />CATCH BASIN <br />REMOVABLE PIPE SEC710N <br />ELEVATION w/SOLID END PLATE <br />FLOW CONTROL STRUCTURE - CS100 <br />NOT TO SCALE <br />nmucurn cT nnr <br />6 MIN. MIN. <br />SECT/ON <br />FLO <br />QUARRY SPALLS <br />PLAN <br />* QUARRY SPALLS MATERIALS PER WSDOT 9-13.6 <br />PIPE INLET PROTECTION <br />NOT TO SCALE <br />Copyright 0 2024 CPH Consultants, U.C. All Rights <br />f <br />IL <br />z <br />2 <br />3 <br />it <br />g <br />0 <br />3 <br />Ln <br />cm) <br />¢ <br />LU <br />IL <br />W <br />(N <br />T"I <br />O <br />aZ <br />5 <br />THE AS -BUILT INFORMATION <br />SHOWN ON THIS PLAN IS PER <br />A FIELD SURVEY PERFORMED <br />BY PACIFIC COAST SURVEYS, <br />INC. AND/OR RECORD DATA <br />PROVIDED BY THE <br />CONTRACTOR. <br />z <br />O <br />H <br />z <br />z_ <br />x <br />zz <br />0 <br />U <br />x <br />_O <br />2 <br />O <br />x <br />O <br />z <br />N <br />W <br />� <br />Uj <br />a <br />a <br />Y <br />z <br />C <br />O <br />c_, <br />CP <br />a: <br />J <br />LLI <br />Q <br />3 <br />w <br />LU <br />a <br />LL <br />0 <br />00 <br />U <br />CLIENT <br />PACIFIC RIDGE HOMES <br />17921 BOTHELL-EVERETT HWY <br />SUITE 100 <br />BOTHELL, WA 98012 <br />PHONE: (425)438-8444 <br />C P H <br />CONSULTANTS <br />Site Planning , Civil Engineering <br />Landscape Architecture - Land Use Consulting <br />11321-B NE 1201h Street <br />Krkland, WA 98034 - )425) 285-2390 <br />101 South Wenatchee Avenue, Suite C3 <br />Wenatchee, WA 98801 - (509) 293-7731 <br />www.cphconsuItants.com <br />PROJECT NO. <br />0132-21-026 <br />DRAWING <br />C3.100 <br />SHEET 17 OF 30 <br />