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Home My WebLink AboutR-395903L co i Lu 0 cr n 0 J 0 z rr IL -17 I O 0 17 0 -17 -17 rr w EROSION CONTROL NOTES: 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND I HANSPORTATION FLANS: 2. BEFORE ANY CONSTRUCTION OFF DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER_ 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL. BE MAINTAINED BY THE APPLIC NTIESC SUPERVISOR FOP, THE DURATION OF CONSTRUCTION, 4_ STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT_ ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTFIVIS OR WASH PADS. MAY RF REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT_ 5. ALL REQUIRED SEDIMENTATIONIEROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO I -AND CLEARING ANDIOR CONSTPUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES_ ALL EROSION AND SEDIMENT FA ILIT€ES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING; ANDIOR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED- THE INIPLEMFNTATION. MAINTENANCE. REPLACEMENT AND ADDITIONS TO EROSIONISEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. 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 UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE INSPECTION SCHEDULE: PROPOSED SITE_ DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS I'HA I MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS. AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM_ 7_ APPROVAL OF THIS FLAN IS FOLD EROSIONlSEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS_ OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH} OFF SEVEN nAYS DURING THE DRY SEASON (APRIL 1ST THROUGH SEPTE€4tBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E_G., SEEDING, MULCHING, PLASTIC COVERING.- ETC-). 9, WET SEASON SEASONAL. EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS, 14_ COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11, .ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEMEN (7) DAYS DURING NON WET SEASON. 1, THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OLD WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13_ AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERAT€ON SHALL NOT FLUSH SEDIMENT- LADEN WATER INTO THE DOWNSTREAM SYSTEM. 1. ALL ESC MEASURES SHALL BE MAINTAINED AND REVIEWED ON A REGULAR BASIS. 2_ THE ESC SUPERVISOR SHALL REVIEW THE SITE AT LEAST WEEKLY AND WITHIN 24 HOURS OF SIGNIFICANT STORMS_ A SIGNIFICANT STORM IS ONE WITH MORE THAN 0.5 INCHES OF RAIN IN 24 HOURS OR LESS. 3, THE CITE' MAY REQUIRE THAT A WPITTEN RECORD OF THESE REVIEWS BE KEPT ON SITE WITH COPIES SUBMITTED TO THE CITY WITHIN 49 HOURS- HYDROSEEDING NOTES: 1_ HYDROSEEDING SHALL_ BE APPLIED TO ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES UNLESS OTHERWISE NOTED. Z, HYDROSEEDING TO BE AS SPECIFIED IN LANDSCAPE SPECIFICATIONS. _ APPLICATION TO BE 100 LBSIACRE. 4, 500 LBSIACPE 10-20- 0 FERTILIZED, 2000 LBSIACRE MULCH AND 40 LBSIACRE SOIL STABILIZED TO BE APPLIED WJTH SEED MIXTURE. 5. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE FOOT STRUCTURE, CONTRACTOR SHALL ENSURE PROPER ROOT GROWTH REGARDLESS OF PLANT€NG SCHEDULE. 6. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30. ARMORING OF THE SEED WLL BE NECESSARY. (EG, GEOTE TILES, MUTE MAT, CLEAR PLASTIC COVERICNG.) 7_ BEFORE SEEDING_ INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES. SVVAI FS, LEVEL SPREADERS AND SEDIMEINT BASINS, 8_ THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT FIGHT ANGLES TO THE SLOPE, 9_ FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS_ AMOUNTS USED SHOULD BE WNIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND VVETLAN IDS_ 10_ SEE SPECIFICATIONS FOR HYDROSEED MIXTURES. Know what, s beIow. Call before you dig. AHBL PROJECT 2170057.10 NOTICE uMU110H OF W MD." 99LL rhNAM£ THE MMOAAu VA NO ZWW Ra na W M OMM ENT DOES ROT WKWE FROM FESWOM 00� MTS N R_ TIC D4CL" 5 FOR USE par orn n'K mgcT KoTm w nE nTLE 9Lw AN IS 4D4 TO 6E OFED FOR RUA M"R OR AWTM TO TMT PM0 OR FOR WY OM MECT. MULCHING NOTES: 14_ ANY PERMANENT RETENTIONIDETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. 15. PRIOR TO THE BEGINNING OF THE WET SEASON {OCT, 1 ], ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. 16_ ALL TESL MEASURES MUST BE REMOVED AFTER CONSTRUCTION AND SITE IS STABILIZED_ 17_ DISTURBED AREAS UNWORKED FOR 7 CONSECUTIVE WORKING DAYS SHALL BE STABILIZED WITH COVER MEASURES EXCEPT LURING THE WET SEASON DURING THE WET SEASON DISTURBED AREAS UNWORKED FOR TWO CONSECUTIVE WORKING DAYS SHALL BE STABILIZED WITH COVER MEASURES_ 18_ STOCKPILES AND STEEP CUT AND FILL SLOPES SHALL BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS_ 19, COVER MATERIALS SUFFICIFNT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE, 20_ ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON . 21 _ MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 2_ FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STALES) PER ACRE OF DISTURBANCE SHALL BE STOCKPILED ON SITE. 2_ CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE -GRAINED SOIL_ 4. ANY RUNOFF GENERATED BY IDEWATERING SHALL BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION). PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS, 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL BE APPLIED AT THE RATE OF 2 TONS/ACRE. 2, MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN :1_ 3. MULCHING SHALL BE USED JMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4_ ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1_ SOIL NOTES: A_ THE SOIL MOISTURE HANDLING CAPACITY OF ALL NEW PERVIOUS SURFACING THAT, AT PROJECT COMPLETION, WILL NOT BE COVERED BY IMPERVIOUS SURFACING 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 EXTENT 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. G. 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 LOSS OF MOISTURE HOLDING CAPACITY_ THE AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SHALL BE A MINIMUM OF 8 INCHES THICK, REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT BETWEEN 8 ANL 13 PERCENT DRY WEIGHT AND A PLC SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS_ SEE LANDSCAPE PLANS ■ T A o, D N A• SEATTLE - SPOKANF -TRI-CITIES 22' 5 NoMil 30U1 VW. We 300 TaOuM. WA NC3 253.3932422 Ta. 253,3 2572 W WPMJM.Dxr Y.' , GENERAL NOTES: 1. DEMOLITION: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO INCLUDE THE DEMOLITION OF ALL EXISTING SITE IMPROVEMENTS AS JNDICATED BY THIS DRAWING OR AS REQUIRED FOR NEW CONSTRUCTION_ IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW THE SITE CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORD AND INCLUDE ALL NECESSARY DEMOLITION, WHETHER SHOWN OR NOT, AND INCLUDE ALL SUCH COSTS IN THE BARE BID_ 2_ CLEARING_ IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO CONDUCT ALL CLEARING NECESSARY TO BE ABLE TO COMPLETE ALL THE WORK OF THIS PROJECT. CONTRACTOR SHALL PERFORM ADDITIONAL CLEARING TO CONSTRUCT ONSITE AND OFFSITE IMPROVEMENTS IF NECESSARY, 3_ GENERAL CONTRACTOR SHALL PROVIDE AN ESC SUPERVISOR WHO IS A CERTIFIED EROSION AND SEDIMENT CONTROL LEAD. 4_ CONTRACTOR SHALL CON PORM I'o ALL REQUIREMENTS OF THE NPDES UNDER THE DOE'S GENERAL PERMIT FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES AND THE SWPPP. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL REQUIRED PECORDS. 5. CONTRACTOR SHALL LEGALLY DISPOSE OFF THE OWNER'S PROPERTY, ALL DEMOLISHED AND REMOVED MATERIALS, UNLESS INDICATED OTHERWISE. 6. BACIKFILL AND COMPACT ALL VOIDS AND DEPRESSIONS OCCURRING AS A RESULT OF DEMOLITION ACTIVITIES. SEE SPECIFICATIONS FOR ALLOWABLE BACKFILL MATERIALS. 7. REMOVE EXISTING SOD AND TOPSOIL AS NECESSARY TO PROVIDE IMPROVEMENTS. CONTRACTOR SHALL DISPOSE OF EXCESS SOD AND TOPSOIL OFFSITE. 8, CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF CONSTRUCTION SEQUENCE: 1, ARRANGE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF RENTON_ OWNER, CONTRACTOR, ESC LEAD, AND ENGINEER_ STAKE CLEARING LIMITS PRIOR TO THIS MEETING. 2. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBED OF EC LEAD_ 3, FENCE CLEARING LIMITS AND TREE PROTECTION AREAS, 4. INSTALL CATCH BASIN SEDIMENT PROTECTION, S. INSTALL PERIMETER PROTECTION (SILT FENCE, OR OTHER MEASURES) WHERE SPECIFIED ON THE ESC PLAN AND/OR REQUIRED BY THE CITY INSPECTOR_ 6_ GRADE AND STABILIZE CONSTRUCTION ENTRANCE_ 7_ DEMOLISH EXISTING PAVEMENT AREAS AS INLOIQATED ON FLAN. 8, CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR SWALES, CHECK DAMS, TEMPORARY SEDIMENT POND, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT_ 9_ PROVIDE PLASTIC COVERING ON ALL EXPOSED SLOPES 5H:1 V OR GREATER_ ALL FILLS MUST BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10_ MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF F FNTON STANDARDS, NPDES PERMIT AND EROSION AND SEDIMENT CONTROL REPORT, 11 _ RELOCATE SURFACE WATER CONTROLS AND 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 REQUIREMENTS, 12- ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCT 1 TO APR 30) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPT 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC MEASURES_ 13_ ROUGH GRADE SITE. 14_ CONSTRUCT PERMANENT STOPMWATER FACILITIES_ 15_ CONSTRUCT ALL OTHER SITE IMPROVEMENTS. 16. SEED OIL 501) ANY AREA TO REMAIN UNWORKED FOR MORE THAN 30 DAPS, 17 UPON SUBSTANTIAL COMPLETION_ ALL DISTURBED AREAS MUST BE STABILIZED. EROSION AND SEDIMENT CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL APPROVAL IS OBTAINED FROM THE CITY OR RENTON_ 1 REVISED PER CITY COMMENTS NO_ REVISION SURVEYED: G. FOLLANSBEE DESIGNED: E. SCHEND DRAWN: F_ KATONA BJS 717i17 SMC CHEC-ED: W. FIERST BY DATE APPR FFPRMD: 5_ COMFORT OME INCH ,47 fULL 5CALE IP NOT ONE IN04 WALE AOMRDINGLY TESL FACILITIES. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF ADDITIONAL FACILITIES INCLUDING BUT NOT LIMITED TO FILTER FENCE, CATCH BASIN PROTECTION, SWALES, MULCHING AND SEEDING_ 9, RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION CONTROL IS ALWAYS IN ACCORDANCE WITH THE MINIMUM CITY OF RENTON TESL REQUIREMENTS. 10_ SEDIMENTS TRACKED ONTO PAVED SURFACES SHALL BE REMOVED BY SWEEPING. SEDIMENTS SHALL NOT BE WASHED DOWNSTREAM. SPRAY EXPOSED SOILS WITH WATER TO PREVENT DUST. RUNOFF SHALL NOT BE CREATED BY SPRAYING, EROSION CONTROL MEASURES SHALL BE PROVIDED THROUGHOUT CONSTRUCTION, WHEEL WASHES SHALL BE PROVIDED IF THE NOTED EROSION CONTROL MEASURES ARE NOT ADEQUATE TO PREVENT SEDIMENTS FROM ENTERING THE ROW 11_ CONTRACTOR SHALL EXCAVATE AND FILL AS NECESSARY TO ACHIEVE SUBGRADES IN LAWN AND PLANTER BEDS REQUIRED BY THE LANDSCAPE PLANS. 12. PROTECT EXISTING UTILITIES WITHIN THE WORK LIMITS NOT SPECIFICALLY INDICATED FOR DEMOLITION, ADJUST EXISTING UTILITIES TO FINISHED GRADE. 13_ CONTRACTOR SHALL INCLUDE IN BID REMOVAL OF ALL TESL MEASURES AT COMPLETION OF PROJECT, 14_ SEE LANDSCAPE FLANS FOR FINAL VEGETATED SURFACING. 15, CONTRACTOR IS REQUIRED TO USE EXISTING TRUCK HAUL ROUTES AS NOTED PER CITY OF RENTON ORDINANCE 5339_ ORDINANCE 5339 SPECIFIES THAT TRUCES TAKE THE MOST DIRECT ARTERIAL ROUTE TO OR FROM ONE OF THE DESIGNATED TRUCK ROUTES. PARK AVENUE N. ADJACENT TO THE SITE IS THE NEAREST TRUCK ROUTE EXISTING LEGEND: SURVEY 1�1 SET NAIL AND WASHER MISCELLANEOUS BOLLARD SIGN AS NOTED FENCE SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT - - - SANITARY SEWER LINE STORM DRAINAGE ❑ STORM CATCH BASIN STORM €MANHOLE o ROOF DRAIN - - - - P — STORM LINE! NATURAL GAS GAS VALVE OAS LINE POWER 1 ELECTRICAL. VAULT 0 JUNCTION BOX LUMINAIRE - - - - F ELECTRICAL LINE COMMUNICATION LINE TREES C=CEDAR C=COTTONWOOD, M=MAPLE, U= UNKNOWN SURFACING CONCRETE ASPHALT CONTOUR MAJOR INTERVAL - - - - - - - - - - CONTOUR MINOR INTERVAL PROPERTYIRIGHT-OF-WAY LINE VaT1CAL. Rkz 1968 HORIZONTAL: NOD 1963/1991 DATUM CITY OF RENTON Planning/Building,/Public Works Dept. 16. THE SITE TOPOGRAPHIC SURVEY WAS COMPLETED BY THE OWNER'S CONSULTANT_ PRIOR TO CONSTRUCTION AND PROVING MATE RIAL, THE CONTRACTOR SHALL REVIEW THE SURVEY AND PROVIDE THE OWNER A SIGNED LETTER INDICATING THE CONTRACTOR AGREES WITH THE CONDITIONS DOTED BY THE SURVEY, IF THE CONTRACTOR [DOES NOT AGREE WITH THE CONDITIONS OF THE SURVEY, THE CONTRACTOR SHALL COMPLETE AN INDEPENDENT 3RD PARTY SURVEY AND PROVIDE IT TO THE 0VINIER FOR REVIEW PRIOR TO CONSTRUCTION OR MOVING MATERIAL. TESL & DEMOLITION LEGEND: EXISTING FEATURE TO BE DEMOLISHED EXISTING FEATURE TO REMAIN SAWCUT LINE WORK LIMITS SILT FENCE (COLS STD. PLAN 214.00) INTERCEPTOR SWALE (COR STD, PLAN 217.10) CHECK LAM (COR STD, PLAN 217.40) CATCH BASIN FILTER (COR STD, PLAN 216,30) STABILIZED CONSTRUCTION ENTRANCE (COR STD, PLAN 215.10) DEMOLISH EXISTING PAVEMENT D P M• MM• = MM! BLACK LINES & HATCHES ANY LINETYPE GRAY LINES & HATCHES ANY LINETYPE R-395903 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY 0 Fitz -Jambs 07/ 11 017 Ul I r tr ka 0 1 1 / 01 LINDBERH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTS RENTON SCHOOL DISTRICT TESL NOTES & LEGEND 06 08 201 PAGE! C2. 1 3 17 ON IN U) r uj 2 IJJ 0 Ir IL 0 7) 0 J 0 0 c) U) 0 LU m