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Home My WebLink AboutS-33640313 w 0 O FILTER FABRIC MATERIAL 60" WIDE U ROLLS. USE STAPLES OR WIRE RINGS TO W ATTACH FABRIC TO WIRE. 2" BY 2" 14 GA. WIRE _j _ FABRIC OR EQUIV. LL IT 2 10 NOWT BURY BOTTOM OF FABRIC (D FROM SHEET RUNOFF OR FOLLOWING DISCHARGE MATERIAL IN 8" BY 12" V FROM A SEDIMENT TRAP OR POND. - �'- - - - - - - - TRENCH 2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR fir- 6' Q TO FENCE 2. LINE iS 1: 1. U MAX LI w J 3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE OF 100 FT. Z FILTER FABRIC MATERIAL U m 4. IF 50% OR LESS OF THE SOIL, . BY WEIGHT, IS F 6" FINE PARTICLES SMALLER THAN THE U.S. 2" BY 2" BY 14 GA. STANDARD SIEVE Na 200, THE EOS SHOULD BE WIRE FABRIC OF EQUIV. EQUAL TO OR SMALLER THAN THE SIEVE SIZE d > THAT 85% OF THE SOIL CAN PASS THROUGH. 2'-0" I- 5. THE TRENCH SHALL BE BACKFILLED WITH 314" 5• -0" U MINIMUM DIAMETER WASHED GRAVEL. PROVIDE 3/4" - 1.5" - 1• Q WASHED GRAVEL BACKFILL 6. FILTER FABRIC FENCES SHALL BE REMOVED IN TRENCH AND ON BOTH I i WHEN THEY HAVE SERVED THEIR USEFUL SIDES OF FILTER FENCE -1 8• Ir PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA FABRIC ON THE SURFACE. MIN. Q HAS BEEN PERMANENTLY STABILIZED. WOOD T ALT. 0- 7. FILTER FABRIC FENCES SHALL BE INSPECTED STEEL FENCE POSTS. IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY Z REPAIRS SHALL BE MADE IMMEDIATELY. BRUSH BARRIER Q NTS LL LL FILTER FABRIC FENCE �1� I- SCALE, N.T.S. C3.0 NEW A.C. PAVEMENT U U 3 3 6 -1/2" MIN. CSBC 95% OF MAX. DRY DENSITY PER ASTM D1557 1'MIN. 11'MIN. _3" A.C. CLASS B 1 ' MIN LOOP DOWN To CENTERLINE IF SERVICE LINE TO HOUSE I� �J 14' i" TO BE INSTALLED IN THE FUNRE GALVANIZED INSTALL FORD C14 -33 OR 44 FIDT PLUG x COMPRESSION COUPLING 95% OF MAXIMUM 4' MIN. 16" DRY DENSITY PER SEE PIPE BEDDING + ASTM D1557 O.D. N DETAIL 92% OF MAXIMUM t < (425)951 -4800 (425)951 -4808 DRY DENSITY PER NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED CAST -IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION ON BOTH SIDES OF METER BOX. DRIVEWAYS SHALL BE JOINTS MUSH BE INSTALLED ASTM D1557 EXPIRES: 08128107 Planners Engineers a a 'C REVISION + 1 ' MIN LOOP DOWN To CENTERLINE IF SERVICE LINE TO HOUSE I� �J 14' i" TO BE INSTALLED IN THE FUNRE GALVANIZED INSTALL FORD C14 -33 OR 44 FIDT PLUG x COMPRESSION COUPLING Z 16" PIPE SEE PIPE BEDDING + CORPORATION STOP. FORD TAPERED THREAD COPPERSETTER FOR 1" (CC). QUICK JOINT MGDONALD BRASS: 21- O.D. N DETAIL (3/4° F7000 -3 -G) OR AY MCOONALD 47010 BOTH INLET AND OUTLET (i" FIOOO -4 -G) OR AY MCDONALD 4701Q PADLOCK WINGS ON INLET VALVE ON OUTLET. ALL QUICK JOINT. < (425)951 -4800 (425)951 -4808 NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED CAST -IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION ON BOTH SIDES OF METER BOX. DRIVEWAYS SHALL BE JOINTS MUSH BE INSTALLED 4" MIN. EXPIRES: 08128107 Planners Engineers a a FOUNDATION LEVEL REVISION I--- *W MAX- -I NOTE: SHORING SHALL COMPLY *W MAX = 1.5 X PIPE I.D. + 18" MIN. WITH THE REQUIREMENTS OF SECTION 7- 08.3(1)B "SHORING" FOR PIPE I.D. > 18 "I.D. OF THE 2002 WSDOT/APWA FOR 27" PIPE I.D., W MAX = 4' -10" STANDARD SPECIFICATIONS TRENCH AND SAWCUT DETAIL SCALE: N. Ts. C4.0 NE 114 SEC. 21, TWP. 23 N., RGE 5 E. ^° INLET WITH GRATE STAKE STAKES FILTER FABRIC WASHED GRAVEL RUNOFF WATER WITH SEDIMENT IIN NOTES: BURIED FILTER FABRIC 1. EXTEND THE FILTER FENCE /WIRE MESH BEYOND THE INLET OPENING AT LEAST 18" ON ALL SIDES. 2. PLACE 314" TO 3•• GRAVEL OVER THE FILTER FABRIC /WIRE MESH. THE DEPTH OF GRAVEL SHOULD BE AT LEAST 12" OVER THE ENTIRE INLET OPENING. 3. IF THE GRAVEL FILTER BECOMES CLOGGED WITH SEDIMENT, THE GRAVEL MUST BE PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. AN ALTERNATIVE APPROACH WOULD BE TO USE THE CLOGGED GRAVEL AS FILL AND PUT FRESH GRAVEL AROUND THE INLET. FILTER FABRIC FENCE INLET BARRIER SCALE: N.T.S. C3.O DETECTABLE ALTERNATE MARKING TAPE I VERTICAL TRENCH %v ALTERNATE _____-LAID-BACK TRENCH 6" MIN 2 + 0. D. a_ 4" MIN. a FOUNDATION LEVEL FLEXIBLE pjpE BEDDING MATERIAL NOTES. 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAXIMUM DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. REFER TO STANDARD SPECIFICATIONS FOR CALCULATION OF TRENCH WIDTH, WHICH SHALL BE THE MAXIMUM TRENCH WIDTH. 5. REFER TO STANDARD SPECIFICATIONS FOR FOUNDATION, BEDDING AND BACKFILL MATERIAL REQUIREMENTS. 6. COMPLY WITH ALL SAFETY ORDERS RELATING TO TRENCH CONSTRUCTION. PIPE BEDDING DETAIL 4 SCALE: N.T.S. C3.0 A A SECTION A -A B B FILTERED WATER I : 13 "x24" PLASTIC METER BOX EQUAL TO MID - STATES PLASTIC, INC. BCF SERIES MSBCF 1324 -18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID - STATES PLASTICS, INC. MSC6C- 1324 -R WITH READER LID AND 1 -518" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN 12" MAX FINISH GRADE 2 � 36" MIN COVER 22 -1/2' NEW DUCTILE / IRON WAIERMAIN GT/ PIPING PIPING w IN UNIMPROVED RIGHT OF W WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" w LONG COPPER TAILPIECE 0 SIDEWALK o TOUCHREAD WATER METER TO BE 12" SUPPLIED BY THE I ? CITY 0 TYPE "K" SOFT N n U COPPER TUBING ,��':`' _ ' LOOP DOWN To CENTERLINE IF SERVICE LINE TO HOUSE I� �J 14' i" TO BE INSTALLED IN THE FUNRE GALVANIZED INSTALL FORD C14 -33 OR 44 FIDT PLUG x COMPRESSION COUPLING PLUG TO BE SEALED OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETER FOR 5/e SERVICE LINE TO METER. OR McDONALO BRASS: 314 -8- 2470 -2 WITH CHECK VALVE ON OUTLET "x3/4° MEER: FORD VBH72- i5W- 44 -3JG, 21- 215WCQQJJ, OR MUELLER: ANGLE BALL VALVE ON INLET AND SINGLE IN SAME MANNER AS MAIN SEWER CORPORATION STOP. FORD TAPERED THREAD COPPERSETTER FOR 1" (CC). QUICK JOINT MGDONALD BRASS: 21- METER: FORD VBH72- 15W- 44 -44G, OR 415WCQQ44, OR MUELLER: 1 -8- 2470 -2 6" CLEANOUT DETAIL AN 6/30/0 sGK.t-ao: (3/4° F7000 -3 -G) OR AY MCOONALD 47010 BOTH INLET AND OUTLET (i" FIOOO -4 -G) OR AY MCDONALD 4701Q PADLOCK WINGS ON INLET VALVE ON OUTLET. ALL QUICK JOINT. WITH PACK JOINT WITH GRIPPER. ANGLE BALL VALVE AND SINGLE CHECK PACK -JOINT FITTINGS SHALL BE WITH (425)951 -4800 (425)951 -4808 NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED CAST -IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION ON BOTH SIDES OF METER BOX. DRIVEWAYS SHALL BE JOINTS MUSH BE INSTALLED SCALE xoRaoNr DATUM EXPIRES: 08128107 Planners Engineers A- A REVISION ' DRILL 1 -518" VIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE ROLL L - - - MIN. FROM NEAREST AND FR AND FRONT EDGE OF PIT LID 0 FIR 1 I TYPICAL RIB J '1 NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLO 5 THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. - 2'_0" -I 1 " WATER METER DETAIL 5 CONCRETE CLASS IT 1 SCALE: N. T. S. C3.0 3000 IjLL- 12 "d FIBER JOINT WATER TIGHT PLUG PACKING 45' (1/8) BEND PIPE MATERIAL AS SPECIFIED BY THE 5,l 6 „: 8'Tr -{ 4" SECTION B -B CAST IRON RING AND COVER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 6" CLEANOUT DETAIL AN 6/30/0 sGK.t-ao: 6 SCALE: N.T.S. (425)951 -4800 (425)951 -4808 5_135(0403 Checked for Compliance to City Standards c. CITY OF Ub /Lb /U TIFFANY PARK ACTIVITY BUILDING REN TON CITY OF RENTON P� aa*wG no Planning /Building /Public Works Dept. DETAILS C3.0 5 a: . c� . R- �31G4os +61200, 5 531.4o5(su+N� Aj w "53Hf4 oS�Yf1`I) "r � o ni 0 A 3360 Monte Villa Parkway 1 RESPONSE TO PERMIT REVIEW COMMENTS Bothell, Washington 98021 -8972 AN 6/30/0 sGK.t-ao: we'wj,ee, 32484 aFG1 -e PC \ate ® ss /ONAL E' S g (425)951 -4800 (425)951 -4808 6 cN HCS u H(.'4 SCALE xoRaoNr DATUM EXPIRES: 08128107 Planners Engineers whpacifio.com Surveyors Landscape Architects NO. REVISION cHeckm: NFH BY DATE APPR PRO NFH P ixGl scut .cconoiNGrr ROLL 2,01i 0 FIR 1 5_135(0403 Checked for Compliance to City Standards c. CITY OF Ub /Lb /U TIFFANY PARK ACTIVITY BUILDING REN TON CITY OF RENTON P� aa*wG no Planning /Building /Public Works Dept. DETAILS C3.0 5 a: . c� . R- �31G4os +61200, 5 531.4o5(su+N� Aj w "53Hf4 oS�Yf1`I) "r �