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Home My WebLink AboutR-372306,OR D8 308 W8 308 308 308 308 08 W 0 0 LLI J_ 1 w C/) a Z z Lu U Q 0 a Q 0 Lu m J \ I I� r I -o JC zm -� 11 I N < T T A_ II ? < °cc _n n�m� VIETLAND TO BE TTLLE 1 <10 41l ! `zo II I\ 9,s \ II It l30 I ,mot nom; I vI v , CITY OF RENTON by: Date: by: Date: o� I! -F I I 1 2.: U � A 1 1 1 O � 0 ,m r ° t t'm A \ ;y - t~ i > �t y I, o \. g i z \ \2 1 \ k i ao\\, F 1, 1 P P 4177 ,/ - x <10 41l ! `zo II I\ 9,s \ II It l30 I ,mot nom; I vI v , ETA cc A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. I�t� 22 21 20 xN 1 6424 S.F. 647.0 `..E E589 SF. 1' J {I z 5691 S.F. 78 �N 7216 S 999 x PARKING AND LA OWN AREA 1 at I iP189 "16'14'V� ROS) o �' — 2 \ \ :_'o ,I> c\ \ RE,C _REATION ; -- TRAC ntllt .< \\ \\ l2� CIS 1 (PUBLIC) \ o , \ / \ 7r 777 z 1 \ "\ o-" G (N89'2 ooa -bsg \V A o� \/ /I A E 30 W R0 \U�ILI P ESTORMDRAINAGE j 1 \ ON J1 fEl� POND ti do AS SEDI \DURING C-4—g CTION7 a, Cogfi&I O M14 CPH Consultant; LLC. NI CITY OF RENTON by: Date: by: Date: by: Date: -F I I 7"" — r A 1 1 1 oil \ °va ° t t'm i \ \ A. - A� �`.40 7' \ II y I, F '-6 g i I 1 1 1 F 1, 1 P P 4177 ,/ 92s � ETA cc A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. I�t� 22 21 20 xN 1 6424 S.F. 647.0 `..E E589 SF. 1' J {I z 5691 S.F. 78 �N 7216 S 999 x PARKING AND LA OWN AREA 1 at I iP189 "16'14'V� ROS) o �' — 2 \ \ :_'o ,I> c\ \ RE,C _REATION ; -- TRAC ntllt .< \\ \\ l2� CIS 1 (PUBLIC) \ o , \ / \ 7r 777 z 1 \ "\ o-" G (N89'2 ooa -bsg \V A o� \/ /I A E 30 W R0 \U�ILI P ESTORMDRAINAGE j 1 \ ON J1 fEl� POND ti do AS SEDI \DURING C-4—g CTION7 a, Cogfi&I O M14 CPH Consultant; LLC. NI $wx I i ,\i 'Ad CITY OF RENTON by: Date: by: Date: by: Date: $wx I i ,\i 'Ad h' a v, i�0 -F I I A 1 1 1 C7 L ° n j a I ♦p c� I m I ' 13 \\ \ \ a'VV I' \ \ aj" 6 \ 1 \ s' 1 \ 191 20 6 A m , w� OC Z O= O I I 3C :o \ ' PROPERTY BOUNDARY (TM) P \ zy �a �\ o .m \z j ��'" "..'»"'111➢ P � > pO✓ c I It NOTES: 1. TEMPORARY CULVERTS, INTERCEPTOR DITCHES, AND CHECK DAMS ARE SHOWN APPROXIMATE. ACTUAL LIMITS AND LOCATIONS MAY VARY TO FACILITATE SITE CONDITIONS AND CONSTRUCTION ACTIVITIES. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON INSPECTOR 2. ALL EXIST. BUILDINGS, FENCING, AND IMPROVEMENTS WITHIN THE CLEARING LIMITS SHALL BE REMOVED AND PROPERLY DISPOSED PRIOR TO CLEARING. 3. PERMANENT STORM DRAINAGE FACIL177ES MAY BE USED FOR TEMPORARY STORM WATER COLLECTION AND CONVEYANCE CONTROLS IN CONJUNCTION WITH NECESSARY TEMPORARY BMPS DURING CONSTRUCTION. ALL PERMANENT STORM DRAIN FACIL177ES AC77VE DURING CONSTRUCTION SHALL BE CLEANED AND /OR REPAIRED TO GOOD WORKING CONDITION PRIOR TO FINAL PROJECT CLOSEOUT. 4. ALL TREES WITHIN THE CLEARING LIMITS, EXCEPT AS NOTED TO BE PROTECTED SHALL BE REMOVED. 5. ADD177ONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON. 6. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE MAXIMUM EXTENT FEASIBLE. 7. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSI7E IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER POR77ONS OF THE SITE WHERE FEASIBLE. 8. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR 774AT HAS HAD SOME OR ALL OR THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOSS OF MOISTURE- HOLDING CAPACITY. THE AMENDMENT SHALL TAKE TAKE PACE BETWEEN MAY1 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. DUST CONTROL MEASURES WILL BE APPLICABLE. RECOMMENDED CONSTRUCTION SEQUENCE L PRE - CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING LIMITS. 3. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 4. GRADE AND INSTALL CONSTRUCTION ENTRANCE. 5. INSTALL PERIMETER PR07EC77ON (SILT FENCE ETC.). 6. CONSTRUCT SEDIMENT POND. Z GRADE AND STABILIZE CONSTRUCTION ROADS. 8. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 9. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WI714 RENTON STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 10. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE 771E EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 11. 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 SHEE71NG OR EQUIVALENT. 12. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 13. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 14. UPON COMPLE7ION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. IN COMPLIANCE WITH CITY OF RENTON STANDA DS BY: DATE s g�ly BY: DATE: BY: DATE BY: DATE: w N +nA- cCb CONSTRUCTION NOTES OSTABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHEET C1.100 O NO TRESPASSING SIGN 3O SILT FENCE PER DETAIL ON SHEET C1.100 (D A OX LIMIT OF GRADING, SEE TYPICAL CLEARING LIMITS DETAIL ON SHE C1.100 5O CONSTRUCTION FENCING PER DETAIL ON SHEET C1.100 6O TEMP. INTERCEPTOR DITCH PER DETAIL ON SHEET C1.100 O7 ROCK CHECK DAM PER DETAIL ON SHEET C1.100 OTEMP. CULVERT, APPROX. LENGTH AND SIZE PER PLAN, S =2% MIN. OGRAVEL CONE FILTER AND RISER PER DETAIL ON SHEET C1.101 10 1.0 CY MIN. QUARRY SPALLS AT PIPE OR DITCH INLET OR OUTFALL 11 CATCH BASIN INLET PROTECTION PER DETAIL ON SHEET CL101 12 ROCK -LINED DITCH ALONG POND SLOPE LEGEND — X —X —X— SILT FENCE CONSTRUCTION FENCING TEMPORARY INTERCEPTOR DITCH WITH ROCK CHECK DAM SD PERMANENT SD FACILITY (SEE N07E 4) RIP- RAP /QUARRY SPALL PAD CATCH BASIN INLET PROTECTION TEMPORARY CULVERT R- 372306 CP JLjL = '� ►- CONSULTANTS os moo= c NOTE ADDI7IONAL EROSION CONTROL MEASURES MAY Site Planning gvil Engneedng BE REQUIRED AS DEEMED NECESSARY BY THE 0 50 100 CALL BEFORE land Use Conwldng• Project Management CITY OF RENTON INSPECTOR =OEM MMA.M��JW WA PLAN IN FEET 7- 500424.5555 (425) 285 2390 F& (425) 285 2389 w ww.cph cons ul[ants. com 51w11E1E0: aGYL atE _ H wa�°%4a, LIBERTY GARDENS Q2/21/1' WE B. SCHROEDER, PE 1 —SD �� »- CITY 0 F ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS " °"B001i RENTON PETER EVAHS DATUM ozwew xo: A1 E B SCHROEDER PE "I 1 Planning /Building /Public Works Dept. ESC PLAN C1.01 r xpr p¢ xot NO. REVISION BY I DATE I APPR YAtl1°w"r APPROVED Cam; f2 30( �I BOB a 1 °a 0 �0 1 h N W mi a a I I A 1 1 1 oil \ °va ° t t'm i \ \ I;� \ \ II v I 1i I I, € 1 1 1 I 1 1 1 F 1 1 1 P P 92s � i 9 � z NOTES: 1. TEMPORARY CULVERTS, INTERCEPTOR DITCHES, AND CHECK DAMS ARE SHOWN APPROXIMATE. ACTUAL LIMITS AND LOCATIONS MAY VARY TO FACILITATE SITE CONDITIONS AND CONSTRUCTION ACTIVITIES. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON INSPECTOR 2. ALL EXIST. BUILDINGS, FENCING, AND IMPROVEMENTS WITHIN THE CLEARING LIMITS SHALL BE REMOVED AND PROPERLY DISPOSED PRIOR TO CLEARING. 3. PERMANENT STORM DRAINAGE FACIL177ES MAY BE USED FOR TEMPORARY STORM WATER COLLECTION AND CONVEYANCE CONTROLS IN CONJUNCTION WITH NECESSARY TEMPORARY BMPS DURING CONSTRUCTION. ALL PERMANENT STORM DRAIN FACIL177ES AC77VE DURING CONSTRUCTION SHALL BE CLEANED AND /OR REPAIRED TO GOOD WORKING CONDITION PRIOR TO FINAL PROJECT CLOSEOUT. 4. ALL TREES WITHIN THE CLEARING LIMITS, EXCEPT AS NOTED TO BE PROTECTED SHALL BE REMOVED. 5. ADD177ONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON. 6. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE MAXIMUM EXTENT FEASIBLE. 7. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSI7E IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER POR77ONS OF THE SITE WHERE FEASIBLE. 8. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR 774AT HAS HAD SOME OR ALL OR THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOSS OF MOISTURE- HOLDING CAPACITY. THE AMENDMENT SHALL TAKE TAKE PACE BETWEEN MAY1 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. DUST CONTROL MEASURES WILL BE APPLICABLE. RECOMMENDED CONSTRUCTION SEQUENCE L PRE - CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING LIMITS. 3. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 4. GRADE AND INSTALL CONSTRUCTION ENTRANCE. 5. INSTALL PERIMETER PR07EC77ON (SILT FENCE ETC.). 6. CONSTRUCT SEDIMENT POND. Z GRADE AND STABILIZE CONSTRUCTION ROADS. 8. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 9. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WI714 RENTON STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 10. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE 771E EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 11. 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 SHEE71NG OR EQUIVALENT. 12. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 13. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 14. UPON COMPLE7ION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. IN COMPLIANCE WITH CITY OF RENTON STANDA DS BY: DATE s g�ly BY: DATE: BY: DATE BY: DATE: w N +nA- cCb CONSTRUCTION NOTES OSTABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHEET C1.100 O NO TRESPASSING SIGN 3O SILT FENCE PER DETAIL ON SHEET C1.100 (D A OX LIMIT OF GRADING, SEE TYPICAL CLEARING LIMITS DETAIL ON SHE C1.100 5O CONSTRUCTION FENCING PER DETAIL ON SHEET C1.100 6O TEMP. INTERCEPTOR DITCH PER DETAIL ON SHEET C1.100 O7 ROCK CHECK DAM PER DETAIL ON SHEET C1.100 OTEMP. CULVERT, APPROX. LENGTH AND SIZE PER PLAN, S =2% MIN. OGRAVEL CONE FILTER AND RISER PER DETAIL ON SHEET C1.101 10 1.0 CY MIN. QUARRY SPALLS AT PIPE OR DITCH INLET OR OUTFALL 11 CATCH BASIN INLET PROTECTION PER DETAIL ON SHEET CL101 12 ROCK -LINED DITCH ALONG POND SLOPE LEGEND — X —X —X— SILT FENCE CONSTRUCTION FENCING TEMPORARY INTERCEPTOR DITCH WITH ROCK CHECK DAM SD PERMANENT SD FACILITY (SEE N07E 4) RIP- RAP /QUARRY SPALL PAD CATCH BASIN INLET PROTECTION TEMPORARY CULVERT R- 372306 CP JLjL = '� ►- CONSULTANTS os moo= c NOTE ADDI7IONAL EROSION CONTROL MEASURES MAY Site Planning gvil Engneedng BE REQUIRED AS DEEMED NECESSARY BY THE 0 50 100 CALL BEFORE land Use Conwldng• Project Management CITY OF RENTON INSPECTOR =OEM MMA.M��JW WA PLAN IN FEET 7- 500424.5555 (425) 285 2390 F& (425) 285 2389 w ww.cph cons ul[ants. com 51w11E1E0: aGYL atE _ H wa�°%4a, LIBERTY GARDENS Q2/21/1' WE B. SCHROEDER, PE 1 —SD �� »- CITY 0 F ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS " °"B001i RENTON PETER EVAHS DATUM ozwew xo: A1 E B SCHROEDER PE "I 1 Planning /Building /Public Works Dept. ESC PLAN C1.01 r xpr p¢ xot NO. REVISION BY I DATE I APPR YAtl1°w"r APPROVED Cam; f2 30( �I BOB a 1 °a 0 �0 1 h N W R- 372306 CP JLjL = '� ►- CONSULTANTS os moo= c NOTE ADDI7IONAL EROSION CONTROL MEASURES MAY Site Planning gvil Engneedng BE REQUIRED AS DEEMED NECESSARY BY THE 0 50 100 CALL BEFORE land Use Conwldng• Project Management CITY OF RENTON INSPECTOR =OEM MMA.M��JW WA PLAN IN FEET 7- 500424.5555 (425) 285 2390 F& (425) 285 2389 w ww.cph cons ul[ants. com 51w11E1E0: aGYL atE _ H wa�°%4a, LIBERTY GARDENS Q2/21/1' WE B. SCHROEDER, PE 1 —SD �� »- CITY 0 F ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS " °"B001i RENTON PETER EVAHS DATUM ozwew xo: A1 E B SCHROEDER PE "I 1 Planning /Building /Public Works Dept. ESC PLAN C1.01 r xpr p¢ xot NO. REVISION BY I DATE I APPR YAtl1°w"r APPROVED Cam; f2 30( �I BOB a 1 °a 0 �0 1 h N W r xpr p¢ xot NO. REVISION BY I DATE I APPR YAtl1°w"r APPROVED Cam; f2 30( �I BOB a 1 °a 0 �0 1 h N W