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Home My WebLink AboutR-373207W 0 Q J LL z C1111) z Q U LL1 w 0 Y a Er Mo rev 0 O W J (L G a I I1 'A 8`701A Il/ I/ I1 A l Joo'/ -472- I -470 ii l / \ i II I 1 // I �r1gl.A "A 1 I i 3 ' a a a i � pus NE 1/4, NW 114, SEC.14, TWP.23N., RGE. 5E., W.M. all A \ \ \ 1 'A a \ rLl \0 \ t 1 M _ __ \ N88.. .1 , \ b 1 ,gam � ff 7 1 / � -� (A 8 "1ptl21. '� 111ggg 0 `4 A1�11' II VR,A 1fu'AoI 10`?dJ� `..' "A 0 1 ($� \A b 12"A ��\ p III �� 5 161 V A�M 1 M VJ___ \ 7755.''�A V Y V 1 A A A A V A/ \ \ 10 I 9 I / � \»y A. 1 \ III \ A M I 6"FI 1 ,A I g \\ l ,M 1 1 \ qq \ Al MI r, \ 78' M� \� 1 „\✓ \\ ij0',F { .,A M '! `�..1 ( \�$.�» 81 �7' "M P.1 it i AJ ` `-" r4i `f Cy I • III �I A V J� C� \A �I M Y _ A - LIJ_AA 6 �\ A U � I �� ti 1 _ �I .t - - `v v .= { - 66.. ._. � _ / / ' E €k-- �-w _ 10 12 T \ .. lE' p __... os� C\ � _ i _ _ ] UTILIZE STORM DRAINAGE POryry�tt 'AS SEDIMENT POND DURING CON $ RUC77ON I� DWili i II v 1 -A' -_ M.\ LCI \ 12 ___ \-4 / A \ \ 1 1 1 /L?2 I ____ 1 I \ \ \ -264 \ -- A A I� 1 1 1 A \ I A 13 \ r \\ 14 1 1, m I of l 1➢11H 9� 1 .6 I \ s TRACTA l x I v A 6 ^M �ww -` I 1 1 �13� 7 I,IIa "M 2 "o ^H \R''F \ I 462- = My -- - - /� ^/. 6J'\\ 2V0 _,j,4 COT 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 FACILITIES MAY BE USED FOR TEMPORARY STORM WATER COLLECTION AND CONVEYANCE CONTROLS IN CONJUNCTION WITH NECESSARY TEMPORARY BMPS DURING CONSTRUCTION. ALL PERMANENT STORM DRAIN FACIL177ES AC71VE DURING CONSTRUCTION SHALL BE CLEANED AND /OR REPAIRED TO GOOD WORKING COND177ON PRIOR TO FINAL PROJECT CLOSEOUT. 4. ALL TREES WITHIN THE CLEARING LIMITS, EXCEPT AS NOTED TO BE PROTECTED SHALL BE REMOVED. 5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON. NOTES: 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 DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM STENT FEASIBLE. 7. 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. 8. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOST OF MOISTURE - HOLDING 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. DUST CONTROL MEASURES WILL BE APPLICABLE AND PROVIDED BY THE CONTRACTOR AS NECESSARY. CITY OF RENTON Approved by: Date: UTILITY PERMIT Approved by: Date: NO. U13002729 Approved by: Date: comp&aozoia�m >uc.uaxvnsRe . A rovedb : IN Date: ` "Ou NO. I � \ \ 1 -- - r - -- yu0l \ \4 4 T)P. _- _. -_ - - -- --- � ,i I 11 /TYe I ,\ �I -500 cpN Er 3 \ \ A I IAA . II I v i w RIGHT FOR I z 5 ' A DIMENSIONS \I \ 2 -- y6-e T T' a0k SS P_ - _BT \ 0 UTILIZE EXISTING CULVERTS FOI SC, II II \ L I' ER \MOVE PRIOR TOfiNAL IMPROVEMENTS I \\ S� GAS EJ REMOVE AND REPLACE EXIST. WATER MAIN PER KCWD NO. 90 RECOMMENDED CONSTRUCTION SEQUENCE APPROVED PLANS 1. PRE - CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). J. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTEC77ON (SILT FENCE ETC.). 7. CONSTRUCT SEDIMENT POND AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE COND177ONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITYS EROSION AND SEDIMENT CONTROL STANDARDS. 12. 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, PLAS77C SHEE71NG OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF ..,4 W v T --�- B T off - - 'l4JMFTIR- - r - B T PT t- RT - - X -X -X- CONSTRUCTION ENTRANCE PER DETAIL ON OSTABILIZED SHEET C1.100 0 0 2O TREE PROTEC77ON FENCE PER DETAIL ON SHEET C1.101 CONSTRUCTION FENCING 3O SILT FENCE PER DETAIL ON SHEET C1.100 TEMPORARY INTERCEPTOR DITCH LIMIT OF GRADING, SEE TYPICAL CLEARING LIMITS WITH ROCK CHECK DAM OAPPROX. DETAIL ON SHT. C1.100 TYP. 5O CONSTRUC77ON FENCING PER DETAIL ON SHEET C1.100 (SEE NOTE 3) O TEMP. INTERCEPTOR DITCH PER DETAIL ON SHEET C1.100 RIP- RAP /QUARRY SPALL PAD O ROCK CHECK DAM PER DETAIL ON SHEET C1.100 CATCH BASIN INLET PROTEC77ON CULVERT, APPROX. LENGTH AND SIZE PER PLAN, TEMPORARY CULVERT OTEMP. S =29 MIN. PROTECT EXIST. TREE, OGRAVEL CONE FILTER AND RISER PER DETAIL ON SHEET SEE TREE PROTECTION DETAIL ON C1.101 SHEET 01.101 1.0 CY MIN. QUARRY SPALLS AT PIPE OR DITCH INLET OR io OUTFALL CATCH BASIN INLET PROTECTION PER DETAIL ON SHEET 11 C1.101 12 ROCK -LINED DITCH ALONG POND SLOPE LEGEND ..,4 W v T --�- B T off - - 'l4JMFTIR- - r - B T PT t- RT - - X -X -X- SILT FENCE TREE PROTECTION FENCING 0 0 CONSTRUCTION FENCING - TEMPORARY INTERCEPTOR DITCH R WITH ROCK CHECK DAM SD PERMANENT SO FACILITY (SEE NOTE 3) RIP- RAP /QUARRY SPALL PAD ® CATCH BASIN INLET PROTEC77ON TEMPORARY CULVERT /0\ 1 PROTECT EXIST. TREE, 1/ SEE TREE PROTECTION DETAIL ON O SHEET 01.101 R- 373201 CP H APPROPRIATE. + NOTE: CONSULTANTS ADDI7IONAL EROSION CONTROL MEASURES MAY Se Planning • CiM l Engineering BE REQUIRED AS DEEMED NECESSARY BY THE 0 30 60 ® CALL BEFORE land Use Consulting, ftject Management CITY OF RENTON INSPECTOR YOU DIG 233 29aAVaaw.suim l9Dl Rildan0.wA9�39 PLAN IN FEET 1. 800.4245555 Rwnw(425)28523901 FAX (425)28&2389 www.cphconsultants.com Y OF RENTON PERMIT SUBMITTAL JBS 5/30/14 JBS y'CHH EVANS PLS wvc 1 " -50 " `"' °BO jq MAPLEWOOD PARK EAST 5 /30/14 CITY OF RYAN SCHAUBLE RENTON ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS aRw4a PETER EVANS p4,�p �V L DATUM Planning /Building /Public Works Dept. ESC PLAN 01.01 -JAMIE B. SCHROEDER, PE tar aama REVISION BY DATE APPR APPRnvPnAC01m""Y w•E*: in CD,'/2-- ��7 A -NN v oO 0 r• � aD W Nl N