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HomeMy WebLinkAboutR-411009C V- C 1 DocuSign Envelopes ID: 6EECF5B8-602A-4E4A-B436•A317AA638878 NEYONIDER INTO SLOPE TO PREVENT FLOW AROUND SIDES EMERGENCY GVERFLIM SPILLWAY POND LENGTH (3 TO 6TIMES THE MAX POND WIDTH} INFLOW SILT FENCE OR RISEN NSCHARGE TC STABILIZED EQLVALENT DIVIDER PIPE CONVEYANCE, OUTLET, OR Lk EL SPREADER CREST OF R155RPIPE (PRINCIPAL SPILLWAY). EMERGENCY OPEN AT TOP WrTH TRASH RACK SPILLWAY �� S'MIN. 12'I+11N OFWA7EREN(i DEVICE r� ti (SEE RISEROETAIL, 5 STD. PLAN 21!5,Sp) L EMBANKMENT COMPACTED 96%. PERVIOUS MATERIALS SUCH AS GRAVEL 1 OR CLEAN SAND SHALL NOT BE USEC WIRE-BdClCFD SILT FENCE, �TAKF-D MIN HAY BALES WRAPPED WITH FILTER � FABRIC, OR EQUIVALENT DIVIDER •- J - _ � tom!\`ri,��`:(_ri. . DEWATERING ORIFICE DISCHARGE TO STABILIZED CONCRETE BASE CONVEYANCE, OUTLET, OR LEVEL SPREADER NOTES: 1. CONDITION OF USE 11. A .iLDIMENT POND SHALL BE USED WHERE THE CONTR15UTiNG DRAINAGE AREA IS 3 ACRES OR MORE. 2, DESIGN AND INSTALLATION SPECIFICATIONS 2.1 THE POND SHALL BE DIVLDED INTO ROUGHLY EQUAL VOLUME CELLS BY A PERMEABLE DIVIDER THAT WILL REDUCE TURBULENCE WHILE ALLOWING MOVEMENT o� WATER �i1T`NnN C!`LLS- SHE DEVI�EF2 $HALL MAT LEA$t ONNALF T3i� H IL'iHT OF fHURk$J={i. WI�2c= - 6ACKE 2-TO 3 FAT HJtiH E%T3 14 STRENGTH FILTER FABRIC SUPPORTED BY TREATED 4X4" s MAY BE USED AS A DIVIDER ALTEIiNATNELY. $TAILED STRAW BALESWRAPPED WITH FILTER FABRIC MAY BE USED 2.2 IF THE POND 15 MORE THAN 6 FEET DEEP, A VJFFERE IT MECHANESM MUST BE PROPQSEO 2.3. TO AID IN DETERMINING SEDIMENT DEPTH. ONE -FOOT INTERVALS SHALL BE PROMINENTLY MARKED ON THE RISER. 3, MAINTENANCE STANDARDS $.1 SFPIMENT SHALL BE REMOVED FRQM THE POND WHEN IT REACHES 1 FOOT IN DEPTH. 3.2 ANY DAMRGES TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPAIRED. UNLESS OTHERWKE NOTED. ORA WING 15 idat TO 5CAL1; (NT51 STD. PLAN - 216.00 PUBLIC WORKS SEDIMENT POND PLAN VIEW AND k DEPARTMENT CROSS SECTIONS GAZ 9/28/2018 j nelc w+ms;l�m.evaw DATE 45 AN City of Renton Standard Plan 216.00 I Sediment Pond Plan View and Cross Sections DocuSign Envelope 1D: 6EECFSB6-602A-4E4A-B436•A317AA638878 CONSTRUCTION ENTRANCE NOTES: ALL I�E PAVED TO ��c�i1 r- 1 ❑HE EDGE OFHTHE R GHT-OF--WAV PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO R = 25' MIN. AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD Yam_ Y ti Ipd' MlN INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CrFY ROAD STANDARDS 4"•8' QUARRY SPALLS GEBTEXTILE 15' MIN PROVIDE FULL WIDTH OF INGRESSeEGRESS AREA 12' MIN. THICKNFss NOTES: 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CON STRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVE[} AREAS WITHIN 1,DW FEET OF THE SITE. 12. FOR RESIDENTIAL CONSTiTUCTEON PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBOLVISION ENTRANCE STABILIZED SURFACES SHALL BE CIF SUFFICIENT LENGTHJWIDTH- TO PROVIDE VEHICLE ACCESSMARKING, BASED ON LOT S9EiC0t4FIGuRATION 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1 A SEPARATION GEDTWlLE SHALL RE PLACED UNDER THE SPALLS TO PREVENT FINE SEI)FMENT FROM PUMPING UP INTO THE ROCK PAD- THE GECTEXTILE SHALL MEET THE FOLLOW11` G STANDARDS. GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MITI. GRAB TENSILE ELONGATION IAE;7M 04a32} 30% MAX. {WOVEN) CBR PUNCTURE STRENGTH JASTM D13$d 1} 495 LBS. MIN. AUS IASTPA V4751) 20-•45 (U.S. $TANPARI) $IEVE SIZE) 21 DO NUT USE CRUSHED CONCRETE. CEMENT. OR CALCIUM CHLORIDE FOR C IKSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE PH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.�, HOG FUEL MOOD BASI O MULCI-) MAY $E SUD-S7ITUTED FOR OR C70MBINEV WITH QUARRY $PALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPAU S IF THE HOG FUEL IS 140T PREVENITING'SEDIMENT FROM DEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT 2-4. FENC141G SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. Z,6. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSIRUCTED ON A FITM. COMPACTED SuBGRADE THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS of 7HE PAO AND REDUCE THE NEEd FoR MAINTENANCE- 3. MAINTENANCE STANDARD$ 3.1, QUARRY $PALL$ $HALT_ SE ADDED IFTHE PAD IS NO LONGER IN ACQORQANCE WITH THE SPECIFICATION$ 3.2. IF THE FNTRANCE IS NOT PREVENTING SEDIMENT F1RW BEING TRACKS ID 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 A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK. AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENTSHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN T145 STREET', EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE 15 A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS. A SMALL 5LIMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGEDD APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY RLIARRY $PALLS THAT ARE LOOSENED FROM THE PAID AND END LP ON THE ROADWAY SHALL BE REMOVED IM1MEOkATELY. 3.5. IF VEHICLES ARE ENTERING OR EXMNG THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE{S)- FENCING SFIALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS DiHER W15E NOTED. OFAWiNG 15 NOT TO'SCAA E (WSJ STD. PLAN - 215.10 PUBLIC WOKS APPROV{n: DEPARTMENT GAZ CONSTRUCTION ENTRANCE}/za/zo18 I r-Cli wary,.amnsu:,.. DATF. 45 At City of Renton Standard Plan 215.10 Stabilized Construction Entrance OVERFLOW SPILLWAY 6' MIN WIDTH f 1.5' SEDIMENT STORAGE 2' SETTING DEPTH & V DEPTH OF 2" - 4" ROCK, NOTE: V DEPTH OF 3/4" - 1/2" WASHED GRAVEL MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM SEDIMENT TRAP OUTLET NTS 1' OVERFLOW DEPTH OUTFLOW CHANNEL IF V DEPTH 2" - 4" ROCK 4'MIN CONSTRUCTED BY 2' SETTLING DEPTH I I I EXCAVATION 3 -11 1r- . j FILTER FABRIC FENCING 1.5' SEDIMENT STORAGE S MAX i 11 I7 : 121: K1L ! i Qi O if �AYnxi : 141Ze3 :LVI a DocuSign Envelo#D ID: 6EECF5B6-602A-4E4A"8436-A317AA638878 NTS City of Renton Standard Plan 211.00 Sediment Trap 2"1 14 GAUGE WIRE. OR ECIVIVALENT, IF STANDARD STRENGTH- FABRIC USED FILTER FAI3RJC 2MIN --j- - - - - - - - - - - - 6' MAY- I 12- MIN. POST SPACING MY III- 1NCREASED J TO S` JF WIRE BACKING IS LiSI=D I 4'z4' MIN, TRENCH I 1 1` BRL�SFILL TRENCH VYIT11 NATIVE SOIL DR V4" TO 1-1f2" iNASHEb GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS- OR E001vALENT ITYP.I NOTES: 1. CONDITIONS OF USE 1.1 �iLT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2 SILT FENCE IS NOT INTENDEC TO TREAT CONCENTRATED FLOWS. NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THJ3DUGH THE DRAINAGE $YSTEM TO A SEDIMENTTRAP OR POND. 2. DESIGN AND INSTALLAT-ION SPECIRCATIONS 71 THE GEOTE"LE USED MUST MEET THE STANDARD LISTED BELLOW, A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE ADS (ASTM. D4T51j 30.100 SIEVE SIZE (D.6Q D 15MM) FOR SILT FILM 50-190 SIEVE SIZE {D.36-0.15mm} FOR OTHER FABRICS WATER PERMITTIVITY "TM D44ST) 4,02 SEC' MINIMUM GRAB TENSILE STRENGTH (ASTM DA633) 160 LBS. MIN FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDAFIOSTRENGTH FABRIC GRAB TETISILE ELPIN(iATIQN (A$TM 134fi32} 30 MAX. (WQYFN) ULTi7v-1 Er RESISTANCE (ASTM 04355) TOGS MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE (BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FARtIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPERTHAN 211:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE 57ANDARD 4'XV TRENCH MAY BE REDUCED AS LONG AS THE OCITTOM a INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND . SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO aYPASS OR UNDERMINE THE SILT PENCE- 2.5- FILTER FABRIC FENCES SHALLBE INSTALLED ALONG CONTOURS WKFNFVER POSSIBLE 3. MANTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. 1P CONCENTRATED FLOWS ARE EVIOENT UPNiLL OF THE FENCE, THEY MUST PE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND- 3.3, 1T IS 1MPORTANT TO C*iECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING T OF T P 1 OHANNELIZA ION Q LOWS PARALLEL TO THE FENCE IF H130CC1.IRS. R1: LACE THE FENCE OR REMOVE THE TRAPPEDSE� MINT 3A SEDIMENT MUST RE REMOVED WHEN SEDIMENT Ig 8 INCHES HIGH 3.6. 1F THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN. IT SHALL BE REPLACED. UNLE5S OYHLRWISE NOYEP, ORAWMG 15 NOT TO SCALE (NTS} STD. PLAN - 214.00 PUBLIC WORKS SILT FENCE PR 9/ZB/2018 1 DEPARTMENT GAZ •-erc w.w amrosvuv DATE :4 5 A. City of Renton Standard Plan 214.00 Filter Fabric Fencing DocuSign Envelopes ID: 6EECF5B8-602A-4E4A-B436•A317AA638878 5" SEWER PIPE WITH BUTTERFLY VALVES 3' TRASH PUMP WFTH FLRA.T$ ON SUCTION HOSE B]t8' SUMP WITH 8 OF CATCH CLEANING ACCOMANING Y DATETRAC 2 SCH 44 CLEAFtIfikG BY TRACKHOE SCH 40 FOFi SPRAYERS I MIDPOINT SPRAY p a I NOZZLES, IF NEEDED 2q{, SLOPE 11-I:1 V 5H=1 V I 2% SLOPE a m r 1 F ATB APR4k TO PROTECT GROUND FROM SPLASHING WATER ATB CONSTRUCTION ENTRANC'L BALL VALVE (OY?.) ASPHALT CURB 4iN THE LOW ROAD SIDE TO DIRECT WATER BACK TO POND PLAN VIEW 6' SI.EEVF UNDER RQAP 15' 15 20' }5' 50' CURB 6" ATB OVER CRUSHED BASE MATERIAL OR W ATB OVER A GOOD SUBGRAAE 6' SLEEVE LOCATE IINVERT OF TOP PIPE 12" Tt) 14' ABOVE BOTTOM CIF WHEEL WASH 19' Ex6' SUMP TO ACCOMMODATE TTEEVE-, CLEANING EY TRACKHOE 12TO DEER 3' DRAIN PIPE WITH BUTTERFLY VALVE SECTION A NOTESt S, CONOMONS OF USE 1.1. WREN A STAQ11-17F13 CONSTRUCTION ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT. WHEEL WASHING IS GENERALLY AN EFFECTIVE EROSION AND SEDIMENT CONTROL METHDTI AND BMP WHEN INSTALLED WITH CAREFUL ATTENTION To TQPOGRAPHY. 2. DESIGN AND -N STALLATIOI{ SPECIFiCAT1ONS 8.1USE A LOW CLEARANCE TR UGK 70 TEST THE WHEEL WASH BEFORE PAVING ErTHER A BELLY DUMP OR LOWBY WILL WORK WELL TO TESTCLEARANCE. 2.2. MIDPOINT SPRAY NOZZLES ARE ONLY NEEDED IN VERY MUDDY CONDrrEONS. 2.3. POLYACRYLAMIOE (PAM) ADDED TO WHEEL WASHWATER AT A RATE OF 13.25-0.5 FOUNDS PER 1.011C GALLONS OP WATER INCREASES EFFECTIVENESS AND REDUCES CLEANUP TIME. IF PAM IS ALREADY BEING USED FOR DUST OR EROSION CONTROL AND eS BEING APPLIED BY A WATER TRUCK THE SAME TRUCKMAY BE USED'10 CHANGE THE WASHWATER. 3. MAINTENANCE STANDARDS THE wHEEL WASH SHOULD START OUT EACH( DAY WiTN CLEAN, FREStt uvATER THE WASHWATER SHOULD BE CHANGED A MINIMUM OF ONCE PER DAY ON LARGE EARTHWORI£ JOBS WHERE MORE THAN 10 TO 20 TRUCKS PER HOUR ARE EXPECTED. THE WASHWATER WILL NEED TO BE C"MYOED MORE OFTEN 3.3. w}fEFL WASN OR TIRE BATH WASHWATER SHALL BE DISCHARGED TO A SEPARATE ONSITE TREATMENT SYSTEM, SUCH AS A GLOSED-LOOP RECIRCULATKV SYSTEM OR LAND APPLICATION, OR TO THE SANTrARY SEWER SYSTEM WITH PROPER APPROVAL AN=R PERMITS FROM KING COUNTY AND THE CITY OF RENTON. UNLESS OTHCRW15E UOTED. DRAWING 15 NOT TO 5CAI (WSJ STD. PLAN - 215.00 URI PUBLIC WORKS WHEEL WASH AND PAVED PRR p: DEPARTMENT CONSTRUCTION ENTRANCE GAZ 9/28/2018 1 r-Cli waY,.anmsua" DATE DocuSign Envelopes ID: 6EECF5B8-602A-4E4A-B436-A317AA638878 2"•d" ROCK 2 1r 2 . i City of Renton Standard Plan 215.00 Concrete Truck Washout SECTION A L L = THE DISTANCE SUCH THAT POINTS B 113` MIN. A AND B ARE OF EQUAL ELEVATION 14> f BOTTOM OF DITCH, NOTES: 4. CONDITIONS OF USE 1.1. WHERE THERE M CONCENTRATED RUNOFF FROM DISTUR$ED AREAS TO AND FROM SEDIMENT PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON•EROSWE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1 ANY SEDIMENT DEPOSITION OF MORE THAN 5 INCHES SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGIMAL DESIGN CAPAMTY. 2.21 THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING MD EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET OR NET UNLESS OTHCRW15E NOTED. DRAWING 15 NOT TO 5CAI (NTS: STD. PLAN - 217.40 PUBLIC WORKS DITCH CHECK DAMS PRR n: 9/28/2018 1 DEPARTMENT GJAZ DATE 4 5 AN DocuSign Envelope ID: BEECF5B6-602A-4E4A•B436-A317AA638878 2 2 MAX LEVEL BOTTOM MAX IT MIN, .2' MIN. -� SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES: 1. CONDITIONSOF USE 1-1. REDuAFDAT; 7,1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1V AND WITH MORE THAN 24 FEET OF VERTICAL RELIEF. 1.1.2• AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELCH, AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 20HAV (OR LESS} 357E 3D0 FEET (10TD2D)H71V 5-LOBO 200FEET (4TO10)H:iV 10.25?6 TDOFEET (2TO4)H:IV 25-50% 50FEET Z 6ESleM AAND INSTALI-ATION SPECIFICATIONS 2-7. FOR SLOPES STEEPER THAN 2MAV WITH MORE THAN TD FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACEC7 INTERCEPTOR SWALES MAY BE USED. THE DESIRED MEASURE MUST BE DE%G-NE❑ BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUN OFF TO A SEDIMENT POND 09 Tf?AP Z.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL 13E MINIMIZED. 3, MAINTENANCE STANDARDS 31. DAMAGE (RESULTING FROM RUNOFF OR CONSTRUCTK)N ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITIES DC NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY ANWOR FREQUENCY OF THE $WALES SHALL BE INCREASED UNLESS DYHLRWISE NOYED, ORAWiNG 15 NOT TO SCALE (NTS} STD. PLAN - 217.10 PUBLIC WORKS INTERCEPTOR SWALE RPR p 9/28/2018 1 DEPARTMENT GAZ I••CI� SY:.wa is........ DATE DocuSign Envelopes ID: 6EECF5B8-602A-4E4A-B43e-A317AA638878 PROVIDE ADEQUATE STRAPPING POLYETHYLENE CAP PERFORATED POLYETHYLENE DRAINAGE TUBING. DIAMETER Z MIN. LARGER Ti-f " DEWATERING ORIFICE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M2!M ,45 AN City of Renton Standard Plan 217.10 Interceptor Swale i CORRUGATED METAL RISER 3.5' MIN WATERTIGHT COUPLING TACK WELD �rflT r TUB. LAIN, , DEWATERING ORIFICE, SCH 4i9 STEE:SE�j/ T MIN. 4 DIAMETER AS PER CALCULATIOI{S IN1ON10,2,1.5.2 OFTHE GITY OF RENTON SURFACE WATR SIGN MANUAL e e , I + a 4 CONCRETE BASE (ALTERNATIVELY, METAL STAKES AND WIRE MAYBE USED TO PREVENT FLOTATION) e 2 x RISER DIA MIN V PUBLIC WORKS �5 �" ` DEPARTMENT City of Renton Standard Plan 217.40 Rock Check Dam 7 NOTES; 1- SEE CONSTRUCTION PLANS FOR SPECFIC PROJECT REQUIREMENTS, UNLESS OTHERWISE NOTED. DRAWING 15 Not TO 5CAI (kTS} STD. PLAN - 21G.10 SEDIMENT POND RISER DETAIL �PPFIVVED:GAZ 9/28/2018 1 I45Ah r-m: wary,nmsua.. DATE City of Renton Standard Plans 216.10 Sediment Pond Riser Detail 8 COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. Z 0 0 C') UZ o �O> N � Q LU \ co � Q Z o O CU COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: REVISIONS: JAS NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. ARCHITECTS boy ir J 10801 Main Street, #110 1 Bellevue,WA 98004 1904 Third Avenue, #330 Seattle, WA 98101 BaylisArchitects.com (425) 454 0566 ::ITY OF RENTON DEMOLITION AND TESC DETAILS R-411009 Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) C I 10