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Home My WebLink AboutR-380806LLJ W z z U U J TOR D Q O ir U. Q w J Z W UJ C7 LaJ z W J GRADING ON LOTS 32 -34 MELROSE SHORT PLAT ROADWAY ELEVATIONS. TO BE INCLUDED WITH - - - CONTRACTOR TO COORDINATE GRADING WITH LEML= FUTURE GRADING PERMIT '''�•- - - ADJACENT PROPERTY OWNER. TOP 479 7Q TOP = 484.64 TOP= 485.50 TOP =488.08 TOP =491.63 TOP =490.89 TOE =473.79 TOE= 478.00 - I VE= 478.98 TOE =482.10 TOE =484.03 TOE =485.00 TOP= 470.50 - TOP =474.50 T0P = 480.00 TOP =482.30 TOP =485.00 TRACT A' TOE= 464.50 TOE= 470.50 TOE = 477.10 TOE =480.00 TOE= '90 (LANDSCAPE) A ' 8 7 6 5 4 3 2 1 a _ - PAD =� 3 � ± TO BE APPROVED FH T PAD =470.5 PAD =474.5 PAD -477.1 PAD -480.0 PAD =483.9 PAD =485.0 PAD =485.6 FOR CONSTRUCTION WATERING 0- �- 1 / f 7 U R � f f TOP= 470.50 TOP= 477.10 TOP = 480.00 TOP =482.30 TOP =485.00 ,. .. TOE= 464.50 TOE = 474.50 TOE= 477.10 TOE =480.00 TOE =483.90 CL I T'X STA 27+ 15.86 TOP 474.50 + S , - -- _S STA. 56 +32.27, _ ti TOE= 470.50 boa .. ♦ 477.97 481.96 475.04 480.30- - 483.03 r% 1 __ 27400 4, ROAD A __ 53 Ir 471.30 (RESIDENTIAL ACCESS) ® y RACT E 475.04 477.97 480.30 ;r"1.96_"3AvxJ{REC. AREA) 471.48 + 0 1Q� \n WETLAND LA N D E � ` �o CONSTRUCTION ENTRANCE PER STD 460.30 ----.- _ '" DETAIL 214.00 ON SHEET GR -03 •-. \ PAD =461.8 468.68 469.15 'Gl7 TOE =483.70 , + LO �S. \ TOP =461.75 9 _ TOE= 458.94 PAD =469.7 PAD =478.7 i r =454.88 TOE 458.94 TOP= 470.80 TOE-469.70 TOP =478.70 28 29 30 31 I LO TOE-467.90 TOE- 468.10 TOE- 477.10 � PAD =483.7 PAD =485.0 PAD =485.6 PAD =481.9 a: ... f _J TOP =459.82 457.40 TOP =� -00 3 1 TOE =453.80 _ 466.51 jOE= 469.70 TOE= .7 � TOE= 468.10 TOP =478.70 ' �- -� - _ PAD =458.6 TEMP 1:1 W w \ 1 {, PAD =468.1 PAD =477. 4 �� ....,.�1. _.__ ,�, -- �, : of TRACT D PAD =467.9 LOT SLOPE (TYP) .� Q \I TOP = 459.83 - - 26 OPEN SPACE/ _ _ U' _ � ( TOE- 453.83 TOP 458.90 TOP =467.90 cn TOE= 468.10 W Q \SENSITIVE AREAS) TOE= 456.10 TOE = 465.10' m U TOE= 465.20 TOE 474.20 BLOCK SIDE YARD WALLS p F. p $ > U d o U TO BE COVERED UNDER 4�T,r; 4 454.61 + Q SEPARATE BUILDING PER 1 �` Q TOP_ 459 60 TOP= 467.99 N J AR #� tai af TOE- 453.55 M WETLAND A / TOP= 458.90 TOE= 465.10 Q :5 TOP =468.10 _ _ S r Q i TOE= 456.10 463.46 rs 1 1 z TOE= 465.20 TOE =4 .2o EXISTING STRUCT E TOP 457.63 (n � TO REMAIN � TOE= 451.56 PAD =456.1 PAD =465.1 O PAD =465.2 . O w INTERCEPTOR SWALE WITH CHECK ALL DRAIN r WALL DRAIN 463, 55 TO CONNECT TO CB #21. (�.) ® I DAMS SEE DETAILS ON SHEET GR -03 (TYP) DETAIL ON SHEET GR -0 SEE o T C Q- TOP= 457.22 454.46 53 I ( A�o?E N 5 Ca4� TOE= 451.22 1 2 RAW 24 TEMPORARY CONSTRUCTION FENCE - 6' MAX. ROCK WALL. SEE PAD =465.1 463.14 pqp =465.1 O CLEARING LIMITS. SEE DETAIL DETAIL ON SHEET GR -04. PAD =456.1 PAD =4 4.1 ON SHEET GR -02 TOP= 486.00 TOP =486.53 TOP= 455.99 463.48 TOP= 484.79 TOE =484.63 TOE =486.00 TOE =449.97 TOE =483.48 0 TOP =484.40 ° TOE 482.88 a TOP =455.67 454.00 - k - - - ��_ / �° ! � 477.83 470.66 474.28 EMERGENCY l 13 463.89 466 . 98 VEHICLE GATE X \ PAD- 6.7 LOP =452.37 PAD =465.7 �464.56� t TOE =446.25 x 465.52 - r 466.99 0 474.28 5+ 77.83 6 +00 per- ROCKERY WALLS TO BE ToPs451.60 453.75 4 6.04 468.86 470.81- 25 EMERGENCY COVERED UNDER SEPARATE ! TOE 445.51 ACCESS AND SHARED BUILDING PERMIT 463.30 DRNEWAY ESMT. 14 467.50 l J - PAD= 456.4 PAD =465.4 -- TOP =448.53 TOE =442.44 � TOP =479.00 TOP= 482.50 25 , " 463.00 TOE- 475.40 TOE =479.00' TOP =447.75 453.50 465.00 � DRIP LINE OF TREE TOE =441.73 BLOCK WALL 1 5 2 21 22 SEE DETAIL THIS TO BE SAVED �'y'9 PAD -475.4 PAD =479.0 `3 :PAD =456.0 SHEET (TYP) PAD =4650 ��` PAD =482.5 , TOP =444 .98 . „4y r TOE =438.95 TOP =467.50 i TOP = _ TOP TOE =465.10 ��G� TOE =475.40 CLEARING LIMITS 17 , � TOE -479' ISTING STRUCTURE f • 3.04\ -•.� 1 6 PAD =467.5 9� 0 REMAIN i Pin =,ss. 1 4 � TOP � IT02=467 .so c� No K'vvoPF '� SILT FENCE TO BE PLACED AT TESC POND ACCESS ROAD. � � roE =465.10 j� , ' TO E=469-00 CLEARING LIMITS. SEE STD PLAN SEE DETAIL SHEET EG \01.� � � � � r�=47o.og 214.00 ON SHEET GR -03 7 434.25 ` � 25' WETLAND B � ♦ T� =�.� 19 TOP =470.00 l�roE =467.0o Pao =468.0 roE =489.00 R - A �OFP517E � w I TRACT C 1 8 ToP = 466.00 --- EXISTING STRUCTURE !STORMWATER), A0. 11 PAD =467.0 TOE= 468.00 TO REMAIN CONCRETE WALL IN POND / TEMP POND =PERM POND = t = PAD =469.0 � TOP 467.00 TO BE COVERED UNDER SEE SHEET PN -01 TOE =464.00 TOP =469.00 SEPARATE BUILDING PERMIT 1 ` FOR POND GRADING • `-- - TOP =x.45 TOE =469.00 ® --�- TOE =464.00 467.51 _ I• TOP-464.00 PAD =464.0 WALL LOCATED 2 ; TOE= 458.00 442.93 FROM PROPERTY LINE 462.50 3 0 l N ( •,,r• � PAD= 458.0 o ' WETLAND C - --- ROCK WALL ' + ,- ♦ 451.85 456.50. (TYp) TOP-464.%j4 � .... TOE =464.00 / y TRACT B TREE PROTECTION FENCING _ _ �� •� I SEE DETAIL ON SHEET GR -03 -all TOP =464.00 to F STS p�Nl A ! / i..i.'��•'..r .� - TOE =458.00 TEMP SEDIMENT POND RISER SEE DETAIL ON SHEET GR -03 Cd 2 WorlciV Days Betor You D� 811 0D)ff,0,MWA) l SILT FENCE TO BE PLACED ON POND L CONSTRUCTION FENCE BERM AS SEDIMENT POND DIVIDER, SEE 0 CLEARING LIMITS STD PLAN 214.00 ON SHEET GR -03 K �r CONSULTING ENGINEERS L L C 33400 8th Avenue South I ® I Suite 205 Federal Way, WA 98003 FUMIAL WAY (283) i39-1113 www.esmcivil.com EVERM 247 -90M Civil Engineering Land Surveying Land Planning 17.6 Public Works ( Project Monoga»ent I Landscape Architecture ESM JOB #258- 044 -013 X t WETLAND D I r� f' 0 FylST SUBMMffTAL 1 EARLY CLFMYNP t CMD11111IG IMJIR SlB/1'TAL 2 PLAN CHNlOE ;t 3 PLMI CMMIOE 4 IM/IR SUMIITAL N0. REVISION CATCH BASIN FILTER (TYP) PER STD PLAN 216.30 ON SHEET GR -03. 7--m SCALE: 1•=40 L ONE INCH AT RILL SCALE IF NOT ONE INCH SCALE ACCORD04GLY CLEARING LIMITS FILTER FABRIC FENCE CUTOFF SWALE INTERCEPTOR DITCH N.G.P.E. FENCE ROCK CHECK DAM SEDIMENT FILTER STRAW BALE GRAVEL CONE RIP RAP PAD CONSTRUCTION ENTRANCE EXISTING TREE TO REMAIN CONSTRUCTION SEQUENCE n SCALE: 1" = 40' Mill 01IIIIIIIIIII 40' 20' 0 40' a0' CONTOUR INTERVAL = 2' NOTE: REFER TO WET SEASON PROVISIONS ON SHEET GR -02 FOR ADDITIONAL EROSION CONTROL MEASURES THAT ARE REQUIRED FOR WET WEATHER CONSTRUCTION (BETWEEN OCTOBER 1 AND APRIL 30). 1. SCHEDULE A PRE - CONSTRUCTION SEQUENCE WITH THE CITY OF RENTON. 2. PRE - CONSTRUCTION MEETING. 3. POST SIGN WITH NAME AND PHONE NUMBER OF T.E.S.C. SUPERVISOR (MAY BE CONSOUDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 4. FLAG OR FENCE CLEARING LIMITS. 5. INSTALL CATCH BASIN PROTECTION ON EXISTING STRUCTURES IF REQUIRED. 6. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 8. EXCAVATE TESC POND AND INSTALL POND RISER OUTLET. 9. GRADE AND STABILIZE CONSTRUCTION ROADS. 10. 10 CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 12. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 13. 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. 14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 16. INSTALL STORM DRAINAGE SYSTEM WITH TEMPORARY CATCH BASIN PROTECTION. 17. EXCAVATE AND CONSTRUCT STORMWATER POND. 18. INSTALL ALL OTHER UTILITIES, CURB, GUTTER, SIDEWALK AND PAVING. 19. CLEAN DETENTION SYSTEM AS NECESSARY. 20. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 21. COR INSPECTORS MAY REQUIRE ADDITIONAL TESC MEASURES /BMPS IN ORDER TO PREVENT OR LIMIT RUNOFF OFFSITE. EARTHWORK QUANTITIES STRIPPING (ASSUMED 12") 10,350 CYDS CUT 20,500 CYDS FILL 17,500 CYDS NET CUT (NEAT LINE) 3,000 CYDS NOTE: ALL STRUCTURES ON SITE TO BE REMOVED. NOTES: PAD = STRUCTURAL GRADE 12" OF STRIPPING TO BE ADDED TO STRUCTURAL PAD. EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES ONLY. QUANTITIES ARE "NEAT LINE" ONLY. THE QUANTITIES DO NOT ACCOUNT FOR ANY SHRINK OR SWELL FACTORS. IT IS THE CONTRACTORS RESPONSIBILITY TO CALCULATE THE EARTHWORK VOLUMES FOR BID PURPOSES. T.E.S.C. POND TABLE 6' MAX. ROCK WALL. SEE DETAIL ON SHEET GR -04. = 1.55 CFS INFLOW 100 / 15 MINUTE WALL LOCATED 2' FROM PROPERTY LINE = 3,224 SF SURFACE AREA PROVIDED = 7,040 SF TOP =472.32 TOE-466.32 TOP = 477.83 TOE= 471.83 TOP= 484.34 TOE = 478.00 TOP= 485.09 TOE = 478.59 TOP-487.35 `TOP =490.75 TOE - 481.35 TOE =484.12 TOP =491.09 TOE-483.79 EMERGENCY SPILLWAY WIDTH GRADING IS BASED ON THE APPROVED LEGEND GRADING ON LOTS 32 -34 MELROSE SHORT PLAT ROADWAY ELEVATIONS. TO BE INCLUDED WITH - - - CONTRACTOR TO COORDINATE GRADING WITH LEML= FUTURE GRADING PERMIT '''�•- - - ADJACENT PROPERTY OWNER. TOP 479 7Q TOP = 484.64 TOP= 485.50 TOP =488.08 TOP =491.63 TOP =490.89 TOE =473.79 TOE= 478.00 - I VE= 478.98 TOE =482.10 TOE =484.03 TOE =485.00 TOP= 470.50 - TOP =474.50 T0P = 480.00 TOP =482.30 TOP =485.00 TRACT A' TOE= 464.50 TOE= 470.50 TOE = 477.10 TOE =480.00 TOE= '90 (LANDSCAPE) A ' 8 7 6 5 4 3 2 1 a _ - PAD =� 3 � ± TO BE APPROVED FH T PAD =470.5 PAD =474.5 PAD -477.1 PAD -480.0 PAD =483.9 PAD =485.0 PAD =485.6 FOR CONSTRUCTION WATERING 0- �- 1 / f 7 U R � f f TOP= 470.50 TOP= 477.10 TOP = 480.00 TOP =482.30 TOP =485.00 ,. .. TOE= 464.50 TOE = 474.50 TOE= 477.10 TOE =480.00 TOE =483.90 CL I T'X STA 27+ 15.86 TOP 474.50 + S , - -- _S STA. 56 +32.27, _ ti TOE= 470.50 boa .. ♦ 477.97 481.96 475.04 480.30- - 483.03 r% 1 __ 27400 4, ROAD A __ 53 Ir 471.30 (RESIDENTIAL ACCESS) ® y RACT E 475.04 477.97 480.30 ;r"1.96_"3AvxJ{REC. AREA) 471.48 + 0 1Q� \n WETLAND LA N D E � ` �o CONSTRUCTION ENTRANCE PER STD 460.30 ----.- _ '" DETAIL 214.00 ON SHEET GR -03 •-. \ PAD =461.8 468.68 469.15 'Gl7 TOE =483.70 , + LO �S. \ TOP =461.75 9 _ TOE= 458.94 PAD =469.7 PAD =478.7 i r =454.88 TOE 458.94 TOP= 470.80 TOE-469.70 TOP =478.70 28 29 30 31 I LO TOE-467.90 TOE- 468.10 TOE- 477.10 � PAD =483.7 PAD =485.0 PAD =485.6 PAD =481.9 a: ... f _J TOP =459.82 457.40 TOP =� -00 3 1 TOE =453.80 _ 466.51 jOE= 469.70 TOE= .7 � TOE= 468.10 TOP =478.70 ' �- -� - _ PAD =458.6 TEMP 1:1 W w \ 1 {, PAD =468.1 PAD =477. 4 �� ....,.�1. _.__ ,�, -- �, : of TRACT D PAD =467.9 LOT SLOPE (TYP) .� Q \I TOP = 459.83 - - 26 OPEN SPACE/ _ _ U' _ � ( TOE- 453.83 TOP 458.90 TOP =467.90 cn TOE= 468.10 W Q \SENSITIVE AREAS) TOE= 456.10 TOE = 465.10' m U TOE= 465.20 TOE 474.20 BLOCK SIDE YARD WALLS p F. p $ > U d o U TO BE COVERED UNDER 4�T,r; 4 454.61 + Q SEPARATE BUILDING PER 1 �` Q TOP_ 459 60 TOP= 467.99 N J AR #� tai af TOE- 453.55 M WETLAND A / TOP= 458.90 TOE= 465.10 Q :5 TOP =468.10 _ _ S r Q i TOE= 456.10 463.46 rs 1 1 z TOE= 465.20 TOE =4 .2o EXISTING STRUCT E TOP 457.63 (n � TO REMAIN � TOE= 451.56 PAD =456.1 PAD =465.1 O PAD =465.2 . O w INTERCEPTOR SWALE WITH CHECK ALL DRAIN r WALL DRAIN 463, 55 TO CONNECT TO CB #21. (�.) ® I DAMS SEE DETAILS ON SHEET GR -03 (TYP) DETAIL ON SHEET GR -0 SEE o T C Q- TOP= 457.22 454.46 53 I ( A�o?E N 5 Ca4� TOE= 451.22 1 2 RAW 24 TEMPORARY CONSTRUCTION FENCE - 6' MAX. ROCK WALL. SEE PAD =465.1 463.14 pqp =465.1 O CLEARING LIMITS. SEE DETAIL DETAIL ON SHEET GR -04. PAD =456.1 PAD =4 4.1 ON SHEET GR -02 TOP= 486.00 TOP =486.53 TOP= 455.99 463.48 TOP= 484.79 TOE =484.63 TOE =486.00 TOE =449.97 TOE =483.48 0 TOP =484.40 ° TOE 482.88 a TOP =455.67 454.00 - k - - - ��_ / �° ! � 477.83 470.66 474.28 EMERGENCY l 13 463.89 466 . 98 VEHICLE GATE X \ PAD- 6.7 LOP =452.37 PAD =465.7 �464.56� t TOE =446.25 x 465.52 - r 466.99 0 474.28 5+ 77.83 6 +00 per- ROCKERY WALLS TO BE ToPs451.60 453.75 4 6.04 468.86 470.81- 25 EMERGENCY COVERED UNDER SEPARATE ! TOE 445.51 ACCESS AND SHARED BUILDING PERMIT 463.30 DRNEWAY ESMT. 14 467.50 l J - PAD= 456.4 PAD =465.4 -- TOP =448.53 TOE =442.44 � TOP =479.00 TOP= 482.50 25 , " 463.00 TOE- 475.40 TOE =479.00' TOP =447.75 453.50 465.00 � DRIP LINE OF TREE TOE =441.73 BLOCK WALL 1 5 2 21 22 SEE DETAIL THIS TO BE SAVED �'y'9 PAD -475.4 PAD =479.0 `3 :PAD =456.0 SHEET (TYP) PAD =4650 ��` PAD =482.5 , TOP =444 .98 . „4y r TOE =438.95 TOP =467.50 i TOP = _ TOP TOE =465.10 ��G� TOE =475.40 CLEARING LIMITS 17 , � TOE -479' ISTING STRUCTURE f • 3.04\ -•.� 1 6 PAD =467.5 9� 0 REMAIN i Pin =,ss. 1 4 � TOP � IT02=467 .so c� No K'vvoPF '� SILT FENCE TO BE PLACED AT TESC POND ACCESS ROAD. � � roE =465.10 j� , ' TO E=469-00 CLEARING LIMITS. SEE STD PLAN SEE DETAIL SHEET EG \01.� � � � � r�=47o.og 214.00 ON SHEET GR -03 7 434.25 ` � 25' WETLAND B � ♦ T� =�.� 19 TOP =470.00 l�roE =467.0o Pao =468.0 roE =489.00 R - A �OFP517E � w I TRACT C 1 8 ToP = 466.00 --- EXISTING STRUCTURE !STORMWATER), A0. 11 PAD =467.0 TOE= 468.00 TO REMAIN CONCRETE WALL IN POND / TEMP POND =PERM POND = t = PAD =469.0 � TOP 467.00 TO BE COVERED UNDER SEE SHEET PN -01 TOE =464.00 TOP =469.00 SEPARATE BUILDING PERMIT 1 ` FOR POND GRADING • `-- - TOP =x.45 TOE =469.00 ® --�- TOE =464.00 467.51 _ I• TOP-464.00 PAD =464.0 WALL LOCATED 2 ; TOE= 458.00 442.93 FROM PROPERTY LINE 462.50 3 0 l N ( •,,r• � PAD= 458.0 o ' WETLAND C - --- ROCK WALL ' + ,- ♦ 451.85 456.50. (TYp) TOP-464.%j4 � .... TOE =464.00 / y TRACT B TREE PROTECTION FENCING _ _ �� •� I SEE DETAIL ON SHEET GR -03 -all TOP =464.00 to F STS p�Nl A ! / i..i.'��•'..r .� - TOE =458.00 TEMP SEDIMENT POND RISER SEE DETAIL ON SHEET GR -03 Cd 2 WorlciV Days Betor You D� 811 0D)ff,0,MWA) l SILT FENCE TO BE PLACED ON POND L CONSTRUCTION FENCE BERM AS SEDIMENT POND DIVIDER, SEE 0 CLEARING LIMITS STD PLAN 214.00 ON SHEET GR -03 K �r CONSULTING ENGINEERS L L C 33400 8th Avenue South I ® I Suite 205 Federal Way, WA 98003 FUMIAL WAY (283) i39-1113 www.esmcivil.com EVERM 247 -90M Civil Engineering Land Surveying Land Planning 17.6 Public Works ( Project Monoga»ent I Landscape Architecture ESM JOB #258- 044 -013 X t WETLAND D I r� f' 0 FylST SUBMMffTAL 1 EARLY CLFMYNP t CMD11111IG IMJIR SlB/1'TAL 2 PLAN CHNlOE ;t 3 PLMI CMMIOE 4 IM/IR SUMIITAL N0. REVISION CATCH BASIN FILTER (TYP) PER STD PLAN 216.30 ON SHEET GR -03. 7--m SCALE: 1•=40 L ONE INCH AT RILL SCALE IF NOT ONE INCH SCALE ACCORD04GLY CLEARING LIMITS FILTER FABRIC FENCE CUTOFF SWALE INTERCEPTOR DITCH N.G.P.E. FENCE ROCK CHECK DAM SEDIMENT FILTER STRAW BALE GRAVEL CONE RIP RAP PAD CONSTRUCTION ENTRANCE EXISTING TREE TO REMAIN CONSTRUCTION SEQUENCE n SCALE: 1" = 40' Mill 01IIIIIIIIIII 40' 20' 0 40' a0' CONTOUR INTERVAL = 2' NOTE: REFER TO WET SEASON PROVISIONS ON SHEET GR -02 FOR ADDITIONAL EROSION CONTROL MEASURES THAT ARE REQUIRED FOR WET WEATHER CONSTRUCTION (BETWEEN OCTOBER 1 AND APRIL 30). 1. SCHEDULE A PRE - CONSTRUCTION SEQUENCE WITH THE CITY OF RENTON. 2. PRE - CONSTRUCTION MEETING. 3. POST SIGN WITH NAME AND PHONE NUMBER OF T.E.S.C. SUPERVISOR (MAY BE CONSOUDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 4. FLAG OR FENCE CLEARING LIMITS. 5. INSTALL CATCH BASIN PROTECTION ON EXISTING STRUCTURES IF REQUIRED. 6. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 8. EXCAVATE TESC POND AND INSTALL POND RISER OUTLET. 9. GRADE AND STABILIZE CONSTRUCTION ROADS. 10. 10 CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 12. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 13. 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. 14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 16. INSTALL STORM DRAINAGE SYSTEM WITH TEMPORARY CATCH BASIN PROTECTION. 17. EXCAVATE AND CONSTRUCT STORMWATER POND. 18. INSTALL ALL OTHER UTILITIES, CURB, GUTTER, SIDEWALK AND PAVING. 19. CLEAN DETENTION SYSTEM AS NECESSARY. 20. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 21. COR INSPECTORS MAY REQUIRE ADDITIONAL TESC MEASURES /BMPS IN ORDER TO PREVENT OR LIMIT RUNOFF OFFSITE. EARTHWORK QUANTITIES STRIPPING (ASSUMED 12") 10,350 CYDS CUT 20,500 CYDS FILL 17,500 CYDS NET CUT (NEAT LINE) 3,000 CYDS NOTE: ALL STRUCTURES ON SITE TO BE REMOVED. NOTES: PAD = STRUCTURAL GRADE 12" OF STRIPPING TO BE ADDED TO STRUCTURAL PAD. EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES ONLY. QUANTITIES ARE "NEAT LINE" ONLY. THE QUANTITIES DO NOT ACCOUNT FOR ANY SHRINK OR SWELL FACTORS. IT IS THE CONTRACTORS RESPONSIBILITY TO CALCULATE THE EARTHWORK VOLUMES FOR BID PURPOSES. T.E.S.C. POND TABLE SUB BASIN AREA = 6.50 AC INFLOW 2 YR 15 MINUTE = 1.55 CFS INFLOW 100 / 15 MINUTE = 5.48 CFS SURFACE AREA (REQ'D) = 3,224 SF SURFACE AREA PROVIDED = 7,040 SF TOP BERM ELEV. = 440.00' TOP OF RISER PIPE = 437.00' EMERGENCY SPILLWAY ELEV. = 438.00' EMERGENCY SPILLWAY WIDTH = 6.0' POND BOTTOM ELEV. = 435.00' POND TOP LENGTH = 82' POND TOP WIDTH = 26' ORIFICE DA. = 3 3/8" DEWATERING TUBE DIA. = 6.00' RISER PIPE DW. = 12.00" CHECKED FOR COMPLIANCE TO CITY STANDARDS VZ40 11S_ -z/.z rh I;- MVD 19M 1 HORIZO 983/1991 CI TY OF GREEN LEAF NTAL: W ,► RENTON GRADING & T.E.S.C. PLAN DATU M Planning /Building /Public Works Dept. r UTILITY PERMIT #14004398 W. GR-01, Z 0 Z C m m n O D Z Z C 3 CD m n 0C rr �. �.. = > r> W 0�0 O 'T1