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Home My WebLink AboutR-370303TESC GENERAL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER, O M 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS r PRESCRIBED ON THE PLAN SHALL BE CLEARLY 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 SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR U) ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, Q REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL J SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE, d 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS {— DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET O ANTICIPATED SITE CONDITIONS• AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL = ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES cf) 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 PERMITTEE TO ADDRESS ANY 1� NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO Lij PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM Z REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM, 5. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY, IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF OCTOBER 1st THROUGH APRIL 30th, ALL PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 7. IN ANY 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 IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 8. FOR ALL EROSION /SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM 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 POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. 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. II z' -s" I I I II I 5' -0" BURY BOTTOM OF FABRIC MATERIAL IN R. BY 12" TRENCH I� 6' MAX11 U U RISER PIPE CREST OF 6' MIN. WIDTH (PRINCIPAL SPILLWAY) EMERGENCY SPILLWAY 4. OPEN AT TOP WITH Nk ALONG CURB LINE DURING TRASH RACK FIG. 4.4.4\ 1' MIN EMBANKMENT COMPACTED \` DEWATERING DEVICE -_ -__ 1 =_ AS GRAVEL OR CLEEANN SAND CSHALL (SEE RISER DETAIL) FABRIC OF EQUIV. NOT BE USED. 5. _ _ 2' -0" �....... .III ----------- _L- "s, WIRE- BACKED SILT FENCE,- ORIFICE -1 I 111 - 111 —I1I: STAKED HAYBALES WRAPPED WITH FILTER FABRIC, OR DISCHARGE TO STABILIZED EQUIVALENT DIVIDER CONCRETE BASE CONVEYANCE, OUTLET OR (SEE RISER DETAIL) LEVEL SPREADER INSTALL CATCH BASIN SOCKS (TYTPICAL) TEMP. POND CONTROL \ i INSTALL FILTER FABRIC 'T FENCING PER CITY .` OF RENTON STANDARDS (TYPICAL) �.a it I + INSTALL�3IORMIQ.6TTFR�k" V2 STORM TEMPORARY 6' CHAIN LINK FENCE REQUIRED AROUND TEMP. VAULT EXCAVATION + CONSTRUCT SLOPES FOR VAULT EXCAVATION PER GEOTECHNICAL RECOMMENDATIONS ti TEMP. CO CTION I 402 1 I I 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 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, 1- 800 -424 -5555 EROSION CONTROL NOTES: (A) THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PREVIOUS SURFACE THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM STENT FEASIBLE. (B) ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. (C) THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOSS OF MOISTURE - CAPACITY. THE AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SHALL BE A MINIMUM 8 INCHES THICK. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A pH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. 9/1 91t ..�! /cl. n W; ------- - - -I -- -- - - - - -- — — — — — — — — — — / I I I I I j I I l I °ti I I NOTES: '\ 1 I % I , 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM %l SEDIMENT TRAP OR POND. 1 / I - _ -404__ I I 4p6 I p.10 2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE LINE IS 1:1. / r AA 3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO 4p6 1\ �.� 4�4 I INSTALL STRAW'�WADDLE 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES Nk ALONG CURB LINE DURING SMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EDE 6" SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE 2" BY 2" BY 14 GA. WIRE STORM OUTFALL CONSTRUCTION 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. r PROVIDE 3 4" - 1.5" / "s, TEMP. PON 24 X42 OP SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE WASHED GRAVEL BACK UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. IN TRENCH AND ON BOTH TH SIDES =401.5 g) Og I I I 8" MIN. 6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY OUTL = 398.0 CONTROL DETAIL SHEET 4 AFTER EACH RAINFALL AND AT LEAST DAILY DURING 2" BY 4" WOOD POST PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE ALT: STEEL FENCE POSTS. f4� •,� SURFACE AREA REQUIRED =420 SQ. FT. N o66 FILTER FABRIC ;- `` ,. DETAIL / SURFACE AREA PROVIDEDF600 SQ. FT. !-- — — — — — — — — — — — 1 ---------- �----- - - - - -- - - - - - -- - -- — — — — — .• �/ I , x NOTES: '\ 1 I % I , 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM %l SEDIMENT TRAP OR POND. 1 / I - _ -404__ I I 4p6 I p.10 2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE LINE IS 1:1. / r AA 3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO 4p6 1\ �.� 4�4 I OFFE ENGINEERS �yti••L,• DF� qe. l�,�a �w�NCry�a 13932 SOLITHEAST 159TH PLACE - RENTON, WASHINGTON 98058 Z PHONE: 425- 260 -3412 _ gP�FCisTE1� °• CONTACT: DARRELL OFFE, P.E. ss /oN'ai t� 0/4/2013 N0. REVISION DUST CONTROL MEASURES WILL BE APPLICABLE. � I � I ° I I I PROJECT WILL REQUIRE SWPPP PERMIT FROM D.O.E. WITH CERTIFIED EROSION CONTROL INSPECTIONS AND MONITORING. PERMIT TO BE OBTAINED FROM WASH. STATE DEPT. OF ECOLOGY SITE SURVEY &MAPPING �^a'i w'w' SCALE +ro+mwnu: wu Iasi iw, �a O.L. OFFE, P.E. D.L. OFFE, P.E. , o,� „rte , DATUM cxmau. � nt rvu sr�c� F MJf q1E PI:X BY DATE APPR ' I I I r GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet z m V r+ T I+ In ° m m ,I— ALL CONSTRUCTION ACCESS AT THIS POINT INSTALL 15'X50' RECYCLE CONCRETE CONSTRUCTION ENTRY Io o � N - 310303 RECOMMENDED F R APPROVAL By, Date- Ic/t /IT By, ,,,„ qy Date- U 141 2D By, Date, By, Date, am CITY OF NE 7TH SHORT PLATS 07/15/2013 TM RENTON DONOGH HOMES/ ENDURE INVESTMENTS, LLC GRADING /EROSION CONTROL PLAN Planning /Building /Public Works Dept. 3513 / 3517 & 3603 NE 7th STREET _. 3 C' P�_ 37C303 G R JAIBI AID I Ir THE FENCE OF 100 FT. 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES FILTER FABRIC MATERIAL SMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EDE 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 BACK UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. IN TRENCH AND ON BOTH TH 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 N o66 FILTER FABRIC FENCE DETAIL OFFE ENGINEERS �yti••L,• DF� qe. l�,�a �w�NCry�a 13932 SOLITHEAST 159TH PLACE - RENTON, WASHINGTON 98058 Z PHONE: 425- 260 -3412 _ gP�FCisTE1� °• CONTACT: DARRELL OFFE, P.E. ss /oN'ai t� 0/4/2013 N0. REVISION DUST CONTROL MEASURES WILL BE APPLICABLE. � I � I ° I I I PROJECT WILL REQUIRE SWPPP PERMIT FROM D.O.E. WITH CERTIFIED EROSION CONTROL INSPECTIONS AND MONITORING. PERMIT TO BE OBTAINED FROM WASH. STATE DEPT. OF ECOLOGY SITE SURVEY &MAPPING �^a'i w'w' SCALE +ro+mwnu: wu Iasi iw, �a O.L. OFFE, P.E. D.L. OFFE, P.E. , o,� „rte , DATUM cxmau. � nt rvu sr�c� F MJf q1E PI:X BY DATE APPR ' I I I r GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet z m V r+ T I+ In ° m m ,I— ALL CONSTRUCTION ACCESS AT THIS POINT INSTALL 15'X50' RECYCLE CONCRETE CONSTRUCTION ENTRY Io o � N - 310303 RECOMMENDED F R APPROVAL By, Date- Ic/t /IT By, ,,,„ qy Date- U 141 2D By, Date, By, Date, am CITY OF NE 7TH SHORT PLATS 07/15/2013 TM RENTON DONOGH HOMES/ ENDURE INVESTMENTS, LLC GRADING /EROSION CONTROL PLAN Planning /Building /Public Works Dept. 3513 / 3517 & 3603 NE 7th STREET _. 3 C' P�_ 37C303 G R JAIBI AID I Ir