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Home My WebLink AboutD-295935O w Z m 7 Q QD O 0 N N 0 Q N N N x a 0 2 w Lo 0) tV 1 N CL L�J EROSION /SEDIMENTATION CONTROL NOTES 1. CONTRACTOR SHALL SUBMIT A STORMWATER POLLUTION PREVENTION PLAN (SWPP PLAN) PER THE CONTRACT SPECIFICATIONS. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION SHALL BE OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES SHALL BE IN OPERATION PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION TO ENSURE 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 THE POTENTIAL FOR ON —SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 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 AS UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHOULD ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PPOVIDE ADDITIONAL FACILITIES, OVER AND ABOVE THE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND THE WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF THE SEDIMENT. ALL CATCH BASINS, CONVEYANCE LINES AND DITCHES SHALL BE CLEANED PRIOR T0, PAVING. 6. THE CONTRACTOR SHALL REMOVE MATERIAL DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO THE CITY RIGHT --OF —WAY OR INTO THE EXISTING STORM DRAINAGE SYSTEM. DEBRIS SHALL NOT BE WASHED INTO THE STORM DRAINAGE SYSTEM. 7. TEMPORARY EROSION CONTROL FACILITIES SHALL BE INSPECTED WEEKLY AND MAINTAINED WITHIN 24 HOURS FOLLOWING A STORM EVENT. SEDIMENT SHALL BE REMOVED TO INSURE THE; FACILITIES WILL FUNCTION PROPERLY. THE FACILITIES SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON —SITE EROSION HAS PASSED. 8. DURING CONSTRUCTION, STORM DRAIN INLETS SHALL BE PROTECTED SO THAT STORMWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 9. FROM APRIL 1 TO SEPTEMBER 30, NO DISTURBED SOIL SHALL REMAIN UNSTABIUZED FOR MORE THAN SEVEN DAYS. FROM OCTOBER 1 TO MARCH 31, NO DISTURBED SOIL SHALL REMAIN UNSTABILIZED FOR MORE THAN TWO DAYS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FILL AND TOPSOIL MATERIAL FROM RAINFALL. FAILURE TO DO THIS MAY RESULT IN REMOVAL AND REPLACEMENT OF SATURATED MATERIAL AT NO COST TO THE OWNER. ANY COST ASSOCIATED WITH DELAY IN WORK CAUSED BY SUCH REMOVAL AND REPLACEMENT SHALL BE AT NO COST TO THE OWNER. 48" xC r r ,♦ •x ,rn , x x r 4r pill ` }w. 1. REMOVE CATCH BASIN GRATING. �; y :;•M•;,; 2. CLEAN DIRT AND DEBRIS FROM , y -. :``' GRATING LEDGE. 3. LAY THE CATCH BASIN INSERT INSIDE THE BASIN 4. REPLACE THE GRATING, PINCHING THE INSERT FABRIC BETWEEN THE GRATING AND THE CATCH BASIN FRAME. 5. CUT OFF THE EXCESS FABRIC OFF WITH A BLADE KNIFE. A 3 TO 5 INCH WIDE STRIP OF FABRIC SHOULD BE LEFT AROUND THE OUTSIDE OF THE GRATING IF THE INSERT IS TO BE USED MORE THAN ONCE. y ar CO SULT1NG ENGINEERS 'M KXT[R AVDOX NMTI4 *X7E M SEATTLE, W^SN 6T01 "M! MW tM -Mid r FILTER FABRIC RETRIEVAL STRAP z x N FILTERED OVERFLOW TO BYPASS WATE PEAK STORM VOLUMES PROFILE FILTER FABRIC CATCH BASIN INSERT FOR SEDIMENTONLY NOT TO SCALE W Z J U Q N EXIST ING AS, HALT PA\/EM E..N EXISTING CRUSHED --� S RF/KC11 N. TOP COARSE N0. S. 7TH ST STATIONING LINE PROPOSED I 36" STORM I I PIPE I I CATCH BASIN r- 4 • TYPE 1 V CATCH BASIN TYPE 2 WITH FLAT TOP +I �' I -• I �1 11111 111114 CENTER OF GR&E OR ROUND LID. STRUCTURE SET JJ!JJ1111�J�l 111 �I 't • I FROM CURB: ROUND LID SHALL BE LOCATED OUTSIDE11 OF x T� HE VEHICULAR WHEEL PATH WHERE FEASIBLE I CONCRETE CURB 48" DLL MANHOLE PER' RENTON STANDARD DETAIL 8027,. NO CONNECTION ALLOWED - BETWEEN SPRING LINE AND 16" ABOVE EPDXY AREA., IF NECESSARY, FIELD, ADJUST LATERAL STORM PIPE CONNECTIONS ONCE TEE TOP SET. CENTER OF GRATE OR ROUND LID. _STRUCTURE SET AT VANED GRATE SHALL BE SET FLUSH WITH CURB FLOWLINE. ROUND LID SHALL BE LOCATED OUTSIDE OF THE VEHICULAR 1. CLASS 5000 CONCRETE WHEEL PATH WHERE FEASIBLE GRAFT INTERFACE AREA , TO BE CLEANED AND E&E OF _CURB (FOCI: OFFSET SHOWN ON PLAN AND PROFILE SHEETS, TREATED WITH BONDING MEASURED FROM STATIONING LINE TO FACE OF EXIST. CURB. AGENT. I 2. SEE RENTON STANDARD DETAIL BO 19 FOR FRAME L AND GRATE OR B074 FOR RING AND COVER ASSEMBLIES. 3. EQUIP ACCESS RISER WHERE TYPE 1 CATCH BASIN IS NOT LOCATED IN A CURB FLOWLINE WITH STEPS, PER CITY PERPENDICULAR TO THE STATION LINE, THE OFFSET MEASURES TO STANDARD DETAIL B 035. THE CENTER OF THE STRUCTURE. CONTRACTOR SHALL FIELD LOCATE LOWEST STEP SHALL BE FRAME do GRATE IN CURB FLOWLINE LOCATED 6"' ABOVE BOTTOM OF VERTICAL ACCESS RISER SECTION. CATCH BASIN OFFSET DETAIL NOT TO 'SCALE CLEAN AND TACK EDGE OF EXISTING PAVEMENT WITH CSS1 MATCH EXISTING PAVEMENT SEAL JOINT WITH HOT PAVING ASPHALT (AR 4000W) AND APPLY SAND BLANKET. NEW ASPHALT CONCRETE CL "B" i FIRM AND UNYIELDING SUBGRADE —CRUSHED SURFACING TOP COURSE. BUTT JOINT DETAIL NOT TO SCALE x•295935 REVISM ROLL 2 Q,� NEW 12" DIA. CPEP SD INVERT ELEV. VARIES SEE PLANS REMOVE AND wASTEHAUL EXIST. PIPE 5' MIN. 24" SD "—, E�' C T 1 5' MIN., TYP. C; PROFILE STANDARD FRAME AND GRATE OR RING AND COVER AS NOTED PER PLANS RISER AND ADJUSTMENT SECTION FIAT SLAB COVER STEPS, SEE NOTE 3 EPDXY AREA do GRAFT WITH GUNITE MIX 60" DIA. CONCRETE PIPE 3-- #6 O SPRING LINE FULL LENGTH BOTH SIDES 44 tol N. 60" L-2 - #6 BAR \--60m DIA, CONCRETE PIPE PLAN TYPICAL TEE TOP ACCESS RISER NOT TO SCALE STAN DAR D FRAME AND COVER PER CITY DETAIL 8074 STANDARD TYPE 2 CATCH BASIN (48" DIA. SHOWN) PER CITY DETAIL B027 5' MIN. 24" SD FERNCO COUPLING OR APPROVED EQUAL (CONC OR CPEP) BOTH SIDES OF MH EX €ST. 24" SD r \ ,aaow ! �� Y '.1• • +' ♦ +L•.. I+.I. �,: ♦•'•. ''J ,♦. .~p" N +'n.r.'� •k •y� 1• i •, ... ..., _ 11 . tit• . . •IFr.I�� _ h. '�• . - ,.+F•.,� a �, .r 1• I +X —f . ,I v '�"' •� `Y _. . y;' •�; +'• ti. .. : w .,, r � �..'•..'' S r :.r• w TY 'N BEDDING PER CITY DETAIL 8074 P. , 1' MI �. 4, .. 4 - AS Rvl� PeA C41VTOLACTOlZ S REtolt IN G N. 0S BED COUPLING AND NEW CONC PIPE WITH CDF TYP. TYPE 2 CUT -IN CATCH BASIN ,tRALnu /r ov OK X11 IiOILi A001110 MY NoNNla - wa "07»1" DATUM SCALE: 1/2 1 -0 .4 r • ` 4 1 • �r 4/� 1. - • I• D 2915926 C11TY O 2/20/04 S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT RENTON PHASE 2 - LIND AVE. SW. TO MORRIS AVE. Pon S. orMwa Na Planning/lBuilding /Public •Works Dept. DETAILS • TEMPORARY EROSION AND SEDIMENT CONTROL, AND MISCELLANEOUS DETAILS • 2s 27 ro Ili as �h o M C N) V T 7 I, `*►� . y v a \40