The URL can be used to link to this page

Home My WebLink AboutR-375103N p') O p EROSION 1. 2. 3. 4. CONTROL NOTES THESE NOTES SHALL APPEAR FOR PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX "D" OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMTS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINING OF CONSTRUCTION By,�/` Datey� I AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS -1 I I I I I CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL CL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR 11-_ FOR THE DURATION OF THE PROJECT. Er 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN :O OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF = SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION cl) AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME 2-6" THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS F- 2. PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/ SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. LINE IS 1:1. O 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE 3. INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS U CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONITIONS DICTATE, THE PERMITEE Y SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE Lu IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPSED SITE. DURING THE w COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE 6„ TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE 2" BY 2" BY 14 GA. WIRE ADDITI0 OVER (MUM MAY SYDSTEM. PROTEOCTAADJACENTES, PROPERTIESDANDOVE WATER QUALITY OFTHEREQUIREMENTS, RECIEVINGDRAINAGEE FABRIC OF EQUIV. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT Q CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST - MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST - SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ERC COVER METHODS (e.g. SEEDING, 5. MULCHING, PLASTIC COVERING, ETC.). PROVIDE 3/4" - 1.5" / 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE CONSTRUCTION SITES CLEARING BEWTEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX "D" OF THE SURFACE WATER DESIGN MANUAL. OF FILTER FENCE FABRIC ON 11. ANY AREA NEEDING ERC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE 6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ERC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF AFTER EACH RAINFALL AND AT LEAST DAILY DURING 2" BY 4" WOOD POST ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. BRUSH BARRIER oss FILTER FABRIC FENCE THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. DETAIL 14. DURING THE TIME PERIOD OF OCTOBER 1ST - MARCH 30TH, ALL PROJECT DISTURBED SOIL AREAS, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. 2" BY 2" 14 GA. WIRE FABRIC OR EQUIV. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1) ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. L&5S TIJA4 21, ArW A/5U+aey6 9a9-Zo/j< TEMP. POND Rwi>, oT"veA)iSE 24 X42 TOP=417.00 8*"V- •rRNA �WD PUMP a1 -, OUTLET=414.00 /4Ny or ga76tl) DV94,0e CO/07'e 45 A97~020 SyeM-/Nslrr.�oe. SEE CONTROL DETAIL SHEET 5 TREES TO BE SAVED (TYPICAL) I SURFACE AREA REQUIRED=450 SQ. FT. SURFACE AREA PROVIDED=600 SQ. FT. '♦ *_, •me,**, INSTALL "ORANGE" FILTER FABRIC 08ft,` FENCING AS TREE PROTECTION RI HT WAY \ AND BOUNDARY DELINEATION 1*40 ESM . (I EM #10) *+, Iva 00 C �' ' / \ o0'C I V 411.80(12"SW) 50"C d 417.5 CUT FF ALE W/ROCK CH K DAM 20OC. I \ Qn 71r f X1'418 42 .0 I 420 422 \ 424 I KE I R SER A (0I I P\ OX O'` I N n I I Ij I 1 \ 2• Pp5 424 I 422 FENCE I v C) 3:1 SLOPE OFFE ENGINEERS yti•••oF� °Plc€ 'xssx,,X;a v 13932 SOUTHEAST 159TH PLACE° - m RENTON, WASHINGTON 98058 Z PHONE: 425-260-3412 C /ST . CONTACT: DARRELL OFFE, P.E. FSSioNpL �G 09/17/2014 NO. \xO X f aD v BOTTOM OF ELEV. (BW) TOP OF WALL ELEV. (TW) 1 6� 0 ME SEE DETAIL SHEET 4 XIR 0.7' .aria 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 UNDERGROUND UTILIITES 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. 811 'br CBSLL� R,M 457.67 NV=453.58 (12"��, S, E) 1' E /✓ems•` AtPOON.0 ' az#0/.0vep rror r4wi w� wm"L F1hC6D livG/l1R. rzgo�r�,ras, . `i ;.-fC=_ G.O. ReAllD 9,&V a 7V 10290; "C7 - SHO.al \_/ PG1f Z3PPAw' 0 w i I s STURCTURAL NOTES `I 0 Of 1. THESE PLANS APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, WALLS, OR RETAINING WALLS REQUIRE A SEPERATE REVIEW AND APPROVAL BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. 12' MIN. THICKNESS 2. ROCKERIES ARE CONSIDERED TO BE A MEHTOD OF BANK STABILIZATION AND EROSION CONTROL. 2'-4' QUARRY SPALLS ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN THE CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC). GRAVEL BACKFILL FOR DRAINS `I I DIRT QUANTITIES Q ` j CUT: 803 CU. YARDS FILL: 925 CU. YARDS PERFORATED PIPE 4' MIN, GRAPHIC SCALE FILTER FABRIC TYPICAL ROCKERY PROPERTY LINE DETAIL N.T.S. HANSEN SURVEYING SCALE o DL OFFE, P.E. D.L OFFE, P.E. amaR �a r.x� scud REVISION BY DATE APPR"°t0R°'"'r 0 15 30 60 R=375103 1 inch = 30 feet RECOMMENDED FOR APPROVAL II I By,�/` Datey� I By. 2'-6" I I I I I By. NOTES: By. I 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A 5'-0" BURY BOTTOM OF FABRIC SEDIMENT TRAP OR POND. _ -4,- _ _ _ - �I_ MATERIAL IN 8" BY 12" TRENCH 2-6" 2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE II II I1 6' MAX 1I LINE IS 1:1. LI LI 3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE OF 100 FT. 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES FILTER FABRIC MATERIALSMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EOS 6„ SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE 2" BY 2" BY 14 GA. WIRE THAT 85% OF THE SOIL CAN PASS THROUGH. FABRIC OF EQUIV. 5. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM 2'-0" DIAMETER WASHED GRAVEL. 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE PROVIDE 3/4" - 1.5" / 12'• SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE WASHED GRAVEL BACKFILL UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON 8" MIN. 6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY THE SURFACE. AFTER EACH RAINFALL AND AT LEAST DAILY DURING 2" BY 4" WOOD POST PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE ALT: STEEL FENCE POSTS. IMMEDIATELY. BRUSH BARRIER oss FILTER FABRIC FENCE DETAIL NTS - OFFE ENGINEERS yti•••oF� °Plc€ 'xssx,,X;a v 13932 SOUTHEAST 159TH PLACE° - m RENTON, WASHINGTON 98058 Z PHONE: 425-260-3412 C /ST . CONTACT: DARRELL OFFE, P.E. FSSioNpL �G 09/17/2014 NO. \xO X f aD v BOTTOM OF ELEV. (BW) TOP OF WALL ELEV. (TW) 1 6� 0 ME SEE DETAIL SHEET 4 XIR 0.7' .aria 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 UNDERGROUND UTILIITES 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. 811 'br CBSLL� R,M 457.67 NV=453.58 (12"��, S, E) 1' E /✓ems•` AtPOON.0 ' az#0/.0vep rror r4wi w� wm"L F1hC6D livG/l1R. rzgo�r�,ras, . `i ;.-fC=_ G.O. ReAllD 9,&V a 7V 10290; "C7 - SHO.al \_/ PG1f Z3PPAw' 0 w i I s STURCTURAL NOTES `I 0 Of 1. THESE PLANS APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, WALLS, OR RETAINING WALLS REQUIRE A SEPERATE REVIEW AND APPROVAL BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. 12' MIN. THICKNESS 2. ROCKERIES ARE CONSIDERED TO BE A MEHTOD OF BANK STABILIZATION AND EROSION CONTROL. 2'-4' QUARRY SPALLS ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN THE CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC). GRAVEL BACKFILL FOR DRAINS `I I DIRT QUANTITIES Q ` j CUT: 803 CU. YARDS FILL: 925 CU. YARDS PERFORATED PIPE 4' MIN, GRAPHIC SCALE FILTER FABRIC TYPICAL ROCKERY PROPERTY LINE DETAIL N.T.S. HANSEN SURVEYING SCALE o DL OFFE, P.E. D.L OFFE, P.E. amaR �a r.x� scud REVISION BY DATE APPR"°t0R°'"'r 0 15 30 60 R=375103 1 inch = 30 feet RECOMMENDED FOR APPROVAL By,�/` Datey� By. Date. By. Date. By. Date. CITY OF MAY CREEK COURT SHORT PLAT RENTON VINEYARDS CONSTRUCTION, LLC DATUM GRADING / EROSION CONTROL Planning/Building/Public Works Dept. 2530 DUVALL AVENUE NE C 7)CL / 03 I 1EP >mr- 09/17/201 3 `12 SI❑f�