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Home My WebLink AboutTED4003435.3A PORTION OF THE NE 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. KING COUNTY, RENTON, WA. Ld Q z F- 0 W O 0_ a 2 w co T 4 O U OC D U W m m z O z W rr ISTINC GROUND R/W 12" EXISTING GROUND 100, MIN. `� (MAY BE REDUCED TO 50' M'N FOR SITES WITH LESS THAN 1 ACRE OF EXPDSED SOIL.) R= 25' 441 15' MIN. EXISTING DRIVEWAY RAMP OR SITE ACCESS ROAD PLAN NTS 1. Use 4" to 8" quarry spoils or crushed rock for surfacing as shown. Material with fines' is not occeptoble. 2. The 100' minimum length shall be lerythcneJ as necessary to usurp.. mate-inl is not tracked into the public right -of way, DATE1 m � U ra III W � OW Uj w La nay TEMPORARY CONOTRUCTION ENTRANCE �Y 0 ADOPTED u \ CITY OF RENTON i y STANDARD FI. NS L)WG. NAME: 8068 SP PAGE:8068 TEMPORARY CONSTRUCTION ENTRANCE NTS P'ROTE,GT INILI T5 OU12106 C0N5TF1UCTI0IQ. ICEFF' 5ED1- MENT OUT OF TWC 57ORM DRAINAGE SY5T� M. 115E 1AAZF - CIRCLE 5DJIME) CIJR'� IMLET5 DURIL1G STRLEF CMRUCP011J. MODIFY P1:zUFarGT10lJ AS C0I4- 5T2UCITIOM PROGRESSES. - CIRCULAR 50AFt 15 NOT E55CHTIAL- VAQY SOAPC -FO FIT DRAINAGE AREA AMD TEQPaIM. pFy5FRVE JD Cl-�EC4� 7W.4P EFFIC.IEIllCr` t-ND MCDIP`( AS - - IJECF27SAW TO IUSIXZE ArISFACTOR!Y TFAF1--1WG OF 51DIMEMT. CAN ffE AIDAP'TFD TO T1TRlt-(a1Q� IMLEr ESE 628TE MIIJIMUM C)f___1'D4-1 F1LTrR FAWIC-� 1 MAXIMUM DEM-2.' MAC. 1r- SLOPE F: I 10' M INI MUM D(MElQ510N AVOID CUTTING UNDERGROUND U ury ONES. rr'S COSTLY. Call before you Dig 1-800-424-5555 UNDERGROUND SERVICE (USA) CLF-AQ OUT 15 V 15eLDW CRATE. S�C.TION Lt tAVE OUT rAD�K Ti✓MFoRAPILY INSewT T1LE Wfrtl 1M�E 5(_REf IJ AND GVAVEL FI TEV ... KEFP "L_ r_')ff_Wk)Tff let' D. Catch BminlInlet Sedimentation 74'ap-Type C rY ADOPTED Uwe �n CITY OF RENT N STANDARD PLANS n•I' LST DATE: t-Nov85 TEMPORARY CATCH BASIN INSERT NTS NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER GROUND UTIL111ES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 CITY O RENTON Approved by: Date: 1.-1ve( o b Approved by: Approved by: Approved by: Date: Date: Date: FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. r 2" BY 2" 14 GA. 'WIRE / FABRIC OR EQUIV. 2'-O„ is 2,-6.. �----- 6' MAX ----------! I BI;RY BOTTOM OF FABRIC MATERIAL IN 8" BY 12" TRENCH FILTER FARRI7 MATERIAL 6 .. 2" BY 2" BY 14 GAI -_ WIRE FABRIC OF EQUIV,_� 2 loll PROVIDE 3/'4" - 1.5" WASHED GRAVEL BACKFILL IN TRENCH AND - ___� ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE:. 8" MIN. 2" BY 4" WOOD POST J ALT: STEEL FENCE POSTS. BRUSH BARRIER NOTES: N TS 1, "'OR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A 5. THE TRENCH SHALL BE BACKFILLEC WITH 3/4" MINIMUM SEDIMENT TRAP OR POND. D AVETER WASHED GRAVEL. 2. MAXIMUM SLOPE ST£EDNESS PERPENDICULAR TO FENCE LINE 6, FILTER FABRIC FENCES SHALL BE REMOVED 'A'H£N THEY 15 1: 1. HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT HFrORF THE UPSLO?E AREA HAS BEEN PERMANENTLY STABILIZED. 3. MAXIMUM SHEET OR CVERLAND FLOW PATH I FNGTH TO THE FENCE OF 100 FT, 7, FILTER FABRIC -ENCES SHALL bE INSPECTED IMMEDIATELY AFTER EACH RAINF ALL AND AT LEAST DAILY DURING 4. IF 50% OR LESS OF THE SOW. RY WEIGHT, 15 FINE PR0I ONGFD RAINFALL- ANY REPAIRS S-IALL BE MADE PARTICLES SMALLER THAN THE U.S. STANDARD SEVE NO. IMMEDIATELY, 200, THE EOS SHCULD BE EQUAL TO OR SVA_LER THAN THE SIEVE SIZE THAT 857 OF P-E SOIL CAN PASS THRoL;c�- FILTER FABRIC FENCE DETAIL Y r ADOPTED G� CITY OF RENTON STANDAM PLANS Lti I.S'T DATE: 04/04 DATE RE�nSION BY pp.R ty DWG. NAME: E066 SP PAGE: 0066 FILTER FABRIC FENCE NTS POLYETHYLENE CAP PERFORATED POLYETHYLENE DRAINAGE TUBING, DIAMETER MIN. 2" LARGER THAN DEWATERING ORIFICE. TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 BIRD CAGE PROVIgHT//TACK STRAP CORRUGATED METAL RISER WATEWELD COU3.0' MIN. \\ 6" MIN. - 3 - - - 1 18" MIN. / - - �r I L_ CONCRETE BASE 2X RISER DIA. MIN. DEWATERING ORIFICE, SCHEDULE MAINTENANCE STANDARDS: 40 STEEL STUB MIN. 1 SEDIMENT SHALL BE REMOVED DIAMETER AS PER CALCULATIONS FROM THE POND WHEN IT REACHES 1' IN DEPTH. 2. ANY DAMAGE TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPAIRED. SEDIMENT RISER DETAIL NTS OALTERNATIVELY, METAL STAKES AND WIRE MAY BE USED TO PREVENT FLOTATION DEWATERING ORIFICE SEDIMENT POND DIA. = 1 " R4P3435C4 � TEMPORARY INTERCEPTOR SWALE NTS EROSION CONTROL NOTES 1, BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVTIY OCCURS, A PRF-CONSTRUCTION MEETING MUST BE HELD WITH THE CTIY OF RENTON DFVEI.,OPWNT SERVICES 13IVISIOI4, PLAN REVIEW PROTECT MANAGER All W dts of clearing and areas of vegetation preservation as prescribed on the plan shall be cicaLrly flagged in the field and observed during construction_ 3. All required sedimentation/erosion control facilities must be constructed- and in operation prior to land clearing and/or other construction to insure that sediment laden water does not enter the natural drainage stistem. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clm ing and/or construction is completed and potential for on -site erosion has passed. The implementation, maintenance., n pla=ricnt and additions to erosion/sedimentation control systems shall be the responsibility of the pemutta:_ 4. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions_ As construction progresses and unexpected or seasonal conditions dictate:, the permiuce shall anticipate That more erosion and sedimentation control facilities will be necessary to insure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the permince to address any now conditions that may be ercatc't by his activities and to provide additional facilities, over and above minilnum requirein4rits, as may k- needed fo protect adjacent properties and water quality of the receivig drainage system. ti. Approval of this plan is for erosion/seditnentation control only. It does not constautcan approval of storm drainage design, size nor location of pipes, r4siTictors, channels, Of rctcntit>'n facilities_ 6. During the time period of Novcmbcr 1 through March 31, all projod disturbed soil areas grater Ilion 5,000 square feet, that are to be left unworked for more than twelve (12) hours, Shall be covered by mulch, sodding, or plastic c:overi & 7 In anti area which has been stripped of vegetation and where no further work- is anticipated for a period of 30 days or more, all disturbed areas must be inunediately stabilized with mulching, grass planting or other approwxi erosion control treatment applicable to the time of year in question. Grass seeding alone will be acceptable only durui; the months of April through September inclusive. Swding may PFOCeed, however, whenever it Is in the interest of the. perrllittee, but must be allglnelited with mulclwig, netting, or otlier treatment approved by the City of Renton. outside the spe, ifird time period- 8- For all erosion/sedimcntation conLrol ponds whcrc the dead storage depth exceeds G arches, a fence, a niin nnurn of 3 feet high is required, with 3:1 side slopes. 9. A temporary gravel construction entrance, 24' x 50' x 8" of� 4- to 6- inch quarry,' spalls shall be located at all Imink oL vehicular ingress and egress to the construction site. CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING LIMITS. 3. POST SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR. 4. CRADE AND INSTALL CONSTRUCTION ENTRANCE. 5. INSTALL PERIMETER PROTECTION (BUSH BARRIER, SILT FENCE, ETC...). 6. CONSTRUCT SEDIMENT TRAP. 7. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC...) SIMULTANEOUSLY WITH CLEARING AND GRADING. 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 9• RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT IF CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON TESC MINIMUM REQUIREMENTS. 10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 13. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 5-?4YLARS 02 11 08 SURVEYED: SCALE: VER4 WQ FACILITY REVISION 01/30/08 TRIAD ASSOCIATES SHOWN HORIZON AALL: NAD 1983/1991 DESIGNED: 3 CITY OF RENTON COMMENTS 01/23/08 JAW DRAWN: 2 CITY OF RENTON COMMENTS 11/27/07 HR ONE INCH DATUM 1 CITY OF RENTON COMMENTS CHECKED: JAW AT FULL scALE IF NOT ONE INCH N 0. REVISION BY DATEFAIPPRTIPPR01M. SCALE ACCORDINGLY CITY -OF t RENTON Planning/Building/Public Works Dept. RENTON BIBLE CHURCH 973 UNION AVE EROSION CONTROL NOTES AND DETAILS EXPIRES 8-10- DATE: 02/11/08 FIELDBOOK: PAGE: DRAWING NO: C-4 SHUM4 OF: 1 A co-Z-343,So+