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Home My WebLink AboutR-372415m 0 E� N E m C m LL 9 a FL a 0 N N Q� 5i b AT LASTS UW F.UN.. F F F W Ca CA 1t Ga. W AEON EMUVM ,IF... STFS.. EvalI FO FLTEAFABNG BADIVE EVIL 1. CONDITIONOFUSE t.t. SILTFENCE MAYBE USED DOWNSLOPE OFALLOISTURBEDARFAS. t2 SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLO,, . ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO SEDIMENT TRAP OR POND, 2 DESIGNANDINSTILLLA SPECIFIC INS 2,1 THE GEOTECTILE USED MOST MET THE STANDARD LISTED BELLOW. A WRY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SHE 2.2 STANDARDSTRENGTHI FBIT aB.1- SPACING MAY BE REGO ASIONDIH USED roo- cwIREOAODxcSIrsEO WHERE THE FENCE IS II 1t Ga. W AEON EMUVM ,IF... STFS.. EvalI FO FLTEAFABNG BADIVE EVIL 1. CONDITIONOFUSE t.t. SILTFENCE MAYBE USED DOWNSLOPE OFALLOISTURBEDARFAS. t2 SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLO,, . ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO SEDIMENT TRAP OR POND, 2 DESIGNANDINSTILLLA SPECIFIC INS 2,1 THE GEOTECTILE USED MOST MET THE STANDARD LISTED BELLOW. A WRY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SHE 2.2 STANDARDSTRENGTHI 4R46TENSILfEWNNBTHh ASTM04 SPACING MAY BE REGO 23 WHERE THE FENCE IS II 24 IF A TYPICAL SILT FENO IS WELLBURIEDANDSE \SS \NGRONO FENCE. 31 ANY DAMAGE SHALL BE 32 IF CONCENTRATED FLO 3.3 IT IS IMPORTANT TO CHI BACKING OR CLOSER POST THEN CAUSING CHPNNELUn Ntm U• •wrvs 1A NALl IU IHE FENCE, IF 111I5 OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4 SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5 IF THE FILTER FABRIC (GEOTE%TILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN. IT SH4LL BE REPLACED, PUBLIC WORKS SILT FENCE SM. PLAN - 214.00 DEPARTMENT MARCH 2008 SILT FENCE NTS � acK aFSmLxwn omays iDOrEwAP a,FO CURB WET wnoFF —� CURB FADE GUTTER TBUNGRIUB SAWILL FILLED YLEMBI FRATEDITHI vEnn VIE1N xorex 1, PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS. WHERE WATER CAN POND AND ALLOWSEDIMNENTTO SEPARATE FROM RUNOFF. 2 SANCBAGS OF EITHER SURLIP OR WOVEN GEOTEIRILE FABRIC. ARE FILLED WITH GMVEL LAYERED AND PACKED TGHRY. LEAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY 3 FOROVERFLOW. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. 4 SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDATELY. — PUBLIC WORKS CURB AND GUTTER STD. PLAN 218.50 / DEPARTMENT BARRIER PROTECTION Nmecx Zooa PERT, FOFBFTRN0AvMNTA=ERE . IowRRY BPULs GE.I.BE 11 MIN, IHII 1, CONDRIONOFUSE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 6- 13TRUDITIONGTNIASTM DO51) 2W PSIMIN. 4R46TENSILfEWNNBTHh ASTM04 3P,6MAMI 5 LNPSI MIN. m VE\VAVS SHALL BE PPVEOiOIXE ECGE O P iO INSifllATIOH CF 1XE \SS \NGRONO BO OTIDTHEA IDAVOIO E * OFMAhla AGING OF iHEgMOWAV !/ IT IS RECOAIMENDED.,RF / ) R =35'MIry. %(J EMELF., BE CRONTED SO THAT RUNOFF TRAINS OFF THE PAD PERT, FOFBFTRN0AvMNTA=ERE . IowRRY BPULs GE.I.BE 11 MIN, IHII 1, CONDRIONOFUSE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 6- 13TRUDITIONGTNIASTM DO51) 2W PSIMIN. 4R46TENSILfEWNNBTHh ASTM04 3P,6MAMI R MULLEN eUGRSTRENGTH AS1M O3]ASDN LNPSI MIN. AOS (AS]MMRI) 2DI5 (U.S, STANDARD SIfVE512F1 PROVIDEFULLWBOHOF INGPESB,EGESE.. A TRAVELINGON I 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANYTIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 22. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 31. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2, IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED, THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL RE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY DISCHARGED APPROPRIATELY. 34. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCES), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. 7 PLAN — 215.10 PUBLIC WORKS STABILIZED DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2000 n STABIUZED CONSTRUCTION ENTRANCE NTS CEE GRADING 3 1/2- HOT MIX ASPHALT CONCRETE PER PLANS O WSDOT E' AND 9-02.1(4) GRADES OR 1 WITH AGGREGATE PER I OR GRADATION. 6" MIN COMPACTED CRUSHED AGGREGATE BASE (WSDOT SPECIFICATIONS . .. • . . ..:; . . ..:y . r.:.::• E:••:rt••:••.iru•1• ^•••:•••••:. 1 ASTM I 12" MIN COMPACTED EXIST FILL OR NEW STRUCTURAL FILL TO 95% PER ASTM ASPHALT PAVEMENT DRIVE SECTION ` NTS SEE GRADING PLANS FOR GRADES #5 BARS ® 18" O.C. EACH WAY AT CENTER OF SLAB 6" PORTLAND CEMENT CONCRETE 4,000 PSI \\\ CRUSHED AGGREGATE BASE ( WSDOT SPECIFICATIONS 12" MIN COMPACTED EXIST 9- 03.9(3)) TO 95% PER FILL OR NEW STRUCTURAL ASTM D1557 FILL TO 95% PER ASTM D1557 CONCRETE PAVEMENT SECTION \N, J NTS CURB AND GUTTER BARRIER PROTECTION T KITS CATCH BASIN FILTER 3 NTS SEE GRADING PLANS FOR GRADES 2 1/2" HOT MIX ASPHALT CONCRETE PER WSDOT SEC. 5 -04 AND 9- 02.1(4) FOR PG 58 -22 OR PG 64 -22 AND WITH AGGREGATE ^I 't- 03.8(2) AND 9- 03.8(6) FORA 3/4" "2" GRADATION. 6" MIN COMPACTED CRUSHED AGGREGATE SASE ( WSDOT SPECIFICATIONS 9- 03.9(3)) TO 95% PER ASTM D1557 T FILL TO 95% PER ASTM D1557 nASPHALT PAVEMENT PARKING SECTION v NITS R- 312415 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE: S BY: X- DATE: J -- BY: DATE: BY: _ DATE: Abossein Engineering, L. L. C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mal: cseruice@abosseiacom www.abossein.com 0 LLI 5 OMINAGEGM]F � T0.1Y GRATE FRVIE j o E \1 SEOIMENTANODERES �\ � � OVERFLOW BYPP55 wi ' r t'�Gl 0 BELOW INLET GRATE OF/ BE ;a (� wmE I W I � \I V MOTOR VIEW DRNNAGS GRATE - REGTANGUUW GRATE BROWN RERKEVALSYSTEM(TYP1 C? .a �\ BELOW INLET GGlE 0EY10E / `pyEgfLtlNSVP0.55lIVP.I al N i ". W = 0 W W ISOMETRLC VIEYI ". NOTES 1. Sine the DEBUG Inlet Grate Device( SIDE) for Ne slam Wales arteum itwill semce, 2. The BOD small have ODUFIn NAR-A x MIM AAem(ovaMam Oat 'I. C N m 3. The reNeval spem must a IoW removal of the SIDE wamut spilling the entevee] material. C 4. Pertain malntenanee In accoMance With SMMwE SIEBItEEalim 801 .3(15). '... I Q/ �•' Im PLAN — 218.30 PUBLIC WORKS CATCH BASIN FILTER• t DEPARTMENT ',.ED N O MARCH 2008 CEE GRADING 3 1/2- HOT MIX ASPHALT CONCRETE PER PLANS O WSDOT E' AND 9-02.1(4) GRADES OR 1 WITH AGGREGATE PER I OR GRADATION. 6" MIN COMPACTED CRUSHED AGGREGATE BASE (WSDOT SPECIFICATIONS . .. • . . ..:; . . ..:y . r.:.::• E:••:rt••:••.iru•1• ^•••:•••••:. 1 ASTM I 12" MIN COMPACTED EXIST FILL OR NEW STRUCTURAL FILL TO 95% PER ASTM ASPHALT PAVEMENT DRIVE SECTION ` NTS SEE GRADING PLANS FOR GRADES #5 BARS ® 18" O.C. EACH WAY AT CENTER OF SLAB 6" PORTLAND CEMENT CONCRETE 4,000 PSI \\\ CRUSHED AGGREGATE BASE ( WSDOT SPECIFICATIONS 12" MIN COMPACTED EXIST 9- 03.9(3)) TO 95% PER FILL OR NEW STRUCTURAL ASTM D1557 FILL TO 95% PER ASTM D1557 CONCRETE PAVEMENT SECTION \N, J NTS CURB AND GUTTER BARRIER PROTECTION T KITS CATCH BASIN FILTER 3 NTS SEE GRADING PLANS FOR GRADES 2 1/2" HOT MIX ASPHALT CONCRETE PER WSDOT SEC. 5 -04 AND 9- 02.1(4) FOR PG 58 -22 OR PG 64 -22 AND WITH AGGREGATE ^I 't- 03.8(2) AND 9- 03.8(6) FORA 3/4" "2" GRADATION. 6" MIN COMPACTED CRUSHED AGGREGATE SASE ( WSDOT SPECIFICATIONS 9- 03.9(3)) TO 95% PER ASTM D1557 T FILL TO 95% PER ASTM D1557 nASPHALT PAVEMENT PARKING SECTION v NITS R- 312415 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE: S BY: X- DATE: J -- BY: DATE: BY: _ DATE: Abossein Engineering, L. L. C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mal: cseruice@abosseiacom www.abossein.com 0 LLI J 11 W D I 'I ZII QI � I Z Q U c W WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 —UM —T1 ULTRA MODERN 412- /14 - °AONAL 110C E2000- 2013 —UM T1 9 -12 -2013 JOB No. I SHEET No.l 213087 C8.0 E. z v -c vo —a O a v o ' I W V V al N ". W = 0 W W ". 'I. C N m C C '... Im ',.ED N O C N N N OI N ND 4 Z .— N M W LO A• J L aj G ae® E F LL E_ Y E C. Y Be FE O J Y Y UL W • c V N '.. • L E C, Be Ti a E � > N 0 J 11 W D I 'I ZII QI � I Z Q U c W WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 —UM —T1 ULTRA MODERN 412- /14 - °AONAL 110C E2000- 2013 —UM T1 9 -12 -2013 JOB No. I SHEET No.l 213087 C8.0 E. z v -c vo —a O a v