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Home My WebLink AboutzR-3747 Setw z F W 0 Of CL Z Q ^J^ (L ILL 0'^ Vi OY I1 IL W Z W Lu IL V LEGAL DESCRIPTION THE SOUTH 16.50 FEET OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32. TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 340 FEET THEREOF; AND THE NORTH 83.50 FEET OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 32; EXCEPT THE EAST 340 FEET THEREOF. PARCEL R: THE WEST 150 FEET OF THE EAST 340 FEET OF THE SOUTH 16.50 FEET OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST WARIER OF SECTION 32, TOWNSHIP 23 NORM, RANGE 5 FAST, WILLAMETTE MERIDIAN. IN KING COUNTY, WASHINGTON; AND THE WEST 150 FEET OF THE EAST 340 FEET OF THE NORTH 83.50 FEET OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 32. PgRXIC, THE EAST 190 FEET OF THE SOUTH 16.50 FEET OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32. TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; AND THE EAST 190 FEET OF THE NORM 83.50 FEET OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAD SECTION 32; EXCEPT THE EAST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 791759; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 7206210426. PARCEL O: THE SOUTH HALF OF THE SOUTHEAST WARIER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MIERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 240 FEET OF THE EAST 270 FEET OF THE SOUTH 120 FEET THEREOF; AND EXCEPT THE WEST 125 FEET OF THE EAST 155 FEET OF THE NORM 15 FEET OF THE SOUTH 135 FEET THEREOF; AND EXCEPT THE NORTH 83.5 FEET THEREOF; AND EXCEPT THE FAST 30 FEET THEREOF AS CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 791759; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WA PARCEL E: THE SOUTH HALF OF THE NORTH HALF OF TRACTS 5 AND 6, PANTHER LAKE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 9 OF PLATS, PAGE 25, IN KING COUNTY, WASHINGTON EXCEPT THE EAST 30 FEET OF SAID TRACT 5, CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 791756; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 7204110301. THETHE N F: NORTH HOMY THE NORTH HALF OF TRACT 6, PANTHER LAKE GARDEN TRACTS, ACCORDING TO THE PUT THEREOF, RECORDED IN VOLUME 9 OF PLATS, PAGE 25, IN KING COUNTY, WASHINGTON; TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UnUT1ES AS ESTABUSHED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20120809000865. PARCEL G: THE NORM HALF OF THE NORTH HALF OF TRACT S. PANTHER LAKE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 9 OF PLATS, PAGE 25, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 40 FEET OF SAD TRACT S. CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEEDS RECORDED UNDER RECORDING NUMBERS 791756 AND 7204110302. SHINGTON BY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 7208240314. EXCEPTIONS FROM TITLE REPORT 1. SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND /OR DISTRIBUTION UNES AND APPURTENANCES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER & LIGHT COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 79 01 230 675. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 2. SUBJECT TO AN EASEMENT FOR WATER UNE(S) AND APPURTENANCES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO SOOS CREEK WATER AND SEWER DISTRICT, A MUNICIPAL CORPORATION, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NOS. 9207171283 AND 9207171284. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 3. SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20120809000865. 4. SUBJECT TO COVENANTS. CONDITIONS. RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES AND STATEMENTS. IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MANNA_ STATUS. DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS. EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ON THE PLAT OF PANTHER LAKE GARDEN TRACTS, RECORDED IN VOLUME 9 OF PLATS, PAGE 25. 5. SUBJECT TO COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM RAYMOND E. MACY AND ELVA K. DEACY, HIS WIFE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7204110301. 6. SUBJECT TO COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM GLADYS L. GREER, AS HER SEPARATE ESTATE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7204110302. 7. SUBJECT TO A COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM ALBERT HUVINEN AND MAXINE HUVINEN, HIS WIFE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7206210426. 8. SUBJECT TO A COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM GEORGE F. LANSING AND DOROTHY LANSING, HIS WIFE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7208240314. 9. NOTICE OF ON -SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20130719001046. 10 -16. NOT REPORTED HEREIN. 17. SUBJECT TO AN OIL AND GAS LEASE WITH CERTAIN TERMS, COVENANTS, CONDITIONS AND PROVISIONS SET FORTH IN INSTRUMENT RECORDED UNDER RECORDING NO. 6167523. 18. SUBJECT TO A PURCHASE AND SALE AGREEMENT BETWEEN JEFFREY J. WOLFSON. AND /OR ASSIGNS, AND TOM AND SHIRLEY GOUGH, HUSBAND AND WIFE. AND /OR ASSIGNS. AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20050909000472. 19 -26. NOT REPORTED HEREIN. DEVELOPMENT STANDARDS (R -8) MAX DDM-. 8 DU/TET AC MIL LOT SIZE 4,500 SF AVERAGE MW. LOT MODE: 50' INTERIOR W COINER LOTS FRONT 15' CONSULTING ENGINEERS SIDE 5' 3 AVne 3N SIDE STREET: 15' REAR: 26 TAX. BLDG HEIGHT 30' FeEeal Way, WA 981103 MAX BLDG CA4:R: wy LOTS GREATER THIN 5,000 SF, 35Z OR 2,500 SF wea w,«,my Ime vM1w,N (MHCF£VER IS GREATER) LOTS 5.000 SF OR LESS 5016 MAIL IMP. C0A4R65% (REDUCED FROM 75X TO MEET LOT BMP REODRDENTS) DESIGN SDILVOS OF TMLC 4-2 -115 APPLY Z SITE DATA PLAT NAME GREENLEAF PREUMINARY PLAT CITY FILE NUMBER: SITE ADDRESS: 18655, 18647, 18819 & 18825 108Th AVE SE PARCEL NUMBERS: 662340 -0050, -0053, -0054 322305 -9123, -9148, -9273, -9344 SITE AREA: 345,011 S.F. (7.92 AC.) DISTURBED AREA: 245,550 (5.64 AC.) ZONING: R -8 (RESIDENTIAL SINGLE- FAMILY) EXISTING LAND USE SINGLE FAMILY RESIDENTIAL AND VACANT EXISTING STRUCTURES: ALL STRUCTURES TO BE REMOVED PROPOSED USE 31 -LOT SINGLE- FAMILY SUBDIVISION. (3 LOTS TO BE CONSIRIICTED UNDER SEPARATE PERMIT.) PROPERTY OWNERS DOUGLAS WORTH PARCEL 332305 -9273, -9344 1217 CORAL DR W FIRCREST, WA 98466 DON LANSING PARCEL 332305 -9123 14620 205TH AVE SE RENTON, WA 98059 EP ENTERPRISE PROPERTIES L1.0 PARCEL 662340 -0050 24913 104TH AVE SE KENT, WA 98030 JEFFERY WOLFSON PARCEL 662340 -0054 PO BOX 6602 KENT, WA 98064 ELVA DEADY PARCEL 662340 -0053 PO BOX 58461 RENTON. WA 98058 DEVELOPER 846 108TH AVE NE, 1200 BEL1EVUE WA 98004 (425) 455 -9280 CONTACT: ROB RISINGFR GREENLEAF ROAD AND STORM CONSTRUCTION PLANS VICINITY MAP HEARING EXAMINER'S DECISIONS NOT TO SCALE THE PROPOSED PRELIMINARY PLAT AS DEPICTED IN EXHIBIT 3, LOT LINE ADJUSTMENT AND STREET MODIFICATIONS ME APPROVED SUBJECT TO THE POLLOWNG CONDITIONS: 1. THE APPLICANT SHALL COMPLY WITH THE TWO MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON - SIGNIFICANCE MITIGATED, DATED JUNE 23, 2014. • PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WTHI THE RECOMMENDATIONS FOUND IN THE GEOTECHMCAL ENGINEERING STUDY PREPARED BY EARTH SOLUTIONS, NW (DATED SEPTEMBER 23, 2013). • PROJECT CONSTRUCTION SHALL BE SECURED TO COMPLY WITH THE MITGATON RECOMMENDATIONS IDENTIFIED IN THE SUBMITTED CRITICAL AREA REPORT & SUPPLEMENTAL STREAM STUDY PREPARED BY SMALL WETLAND CONSULTING, INC. (DATED JANUARY 28, 2014, UPDATED MAY 15. 2014). 2, THE APPUCNT SHALL OBTAIN A DEMOLITION PERMIT AND ALL REQUIRED INSPECTIONS FOR THE REMOVAL OF THE EXISTING SINGLE FAMILY RESIOENCES AND DETACHED GARAGES PRIOR TO RNAL PLAT RECORDING. 3. THE APPUGAR SHALL OBTAIN ALL NECESSARY STATE AND FEDERAL AUTHORIZATION FOR WETLAND IMPACTS PRIOR TO BEGINNING ANY GROUND DISTURBING ACTIVITIES. WITHIN THE WETLANDS MD THEIR BUFFERS. 4. A RNAL DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 5. THE APPLICANT SHALL SUBMIT A FINAL MITIGATION POUR FOR ALL CONSTRUCTON IMPACTS TO THE CRITICAL AREAS AND THEIR BUFFERS. TINE FNAL MITIGATION PAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO UTILITY CONSTRUCTION PERMIT APPROVAL ALL WEILAND MITIGATION, INCLUDING REQUIRED FENCING AHD SGNM'E SHALL BE INSTALLED PRIOR TO FINAL PLAT APPROVAL. 6. "STORMWATER /SENSITIVE AREAS TRACT C," WHICH INCLUDES BOTH A STORMWATER POND AND SENSITIVE AREAS. SHALL BE SEPARATED INTO TWO TRACTS N ORDER TO APPLY A NATIVE GROWTH PROTECTION EASEMENT OVER THE CRITICAL AREAS PORTION. 7, THE APPLICANT SHALL ESTABDSH A NATIVE GROWTH PROTECTION EASEMENT OVER THAT PART OF THE SITE ENCOMPASSING ME REMA RING STREAM AND WETLAND BUFFER AREAS, PRIOR TO FINAL PLAT RECORDING. 8. THE APPLICANT SHALL BE REQUIRED TO CREATE A HOMEOWNERS' ASSOCIATION (HOA) WITH SHARED RESPONSIBILITY FOR MINI ENANCE OF NATIVE GROWTH PROTECTION EASEMENT AND ALL SHARED IMPROVEMENTS OF THIS DEVELOPMENT, INCLUDING BUT NOT UNITED TO UTILITIES, SHAPED DRIVEWAYS, COMMON LANDSCAPING, AND PARK SPACE. A DRAFT OF THE DOCUMENT(S) SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL BY THE CITY ATTORNEY AND PROPERTY SERVICES PRIOR TO THE RECORDNG OF THE FINAL PLAT. 9. THE APPLICANT SHALL BE REQUIRED TO EITHER MAN A VARIANCE FOR THE TREE REMOVAL AND RESUBMIT THE CITY OF RENTON TREE RERNncM WORKSHEET OR REDESIGN THE PUT TO RETAIN THE TREES LOCATED IN WETLAND E AND IT BUFFER. THE UPDATED TREE RETENTION PLAN AND WORKSHEET ALONG WITH AN APPROVED VARIANCE SHAL BE OBTAINED PRIOR TO THE ISSUANCE OF A CONSTRUCTION PERMIT. 10. THE APPLICANT SHALL RECORD. ON THE FACE OF THE PLAT, A MINIMUM 5 -FOO7 RESTRICTIVE BUILDING EASEMENT (NO BUILD) ON THE SOUTH LOT LINES OF LOT 33 AND LOT 34. 11. THE APPUCANT SHALL OBTAIN APPRCVA. FOR A CRITCAL AREA EXEMPTION (ALSO A TER I PERMIT) FOR AL ACTIVITIES THAT WILL INTRUDE INTO A CRITICAL AREA OR REWIRED BUFFER ACCORDING TO THE CITY OF REWON CRITICAL AREAS REGULATIONS IN RMC 4- 3 -050C, J, L. AND N. 12. THE APPLICANT SHALL BE REQUIRED TO COMPLY WITH LEVEL 2 FLOW CONTROL BY DISCHARGING STORMWATER OLRFALL USING AN ENERGY DISSIPATER LOCATED AT THE OROINRY HIGH WATER MARK OF PANTHER CREEK WITHIN THE DRAINAGE EASEMENT. 13. THE APPUCANT SHALL PROVIDE AN OVERSIZED LEVEL SPREADER TO TREAT THE BYPASS AREA 14. ACCESS TO LOTS 21 -23 MUST BE SERVED BY A 20 -FOOT WIDE SHARED PRIVATE DRIVEWAY, AS DEPICTED IN EXHIBIT W. SUBJECT TO THE DISCRETION OF THE FIRE MARSHA TO REDUCE THAT WIDTH UPON FURTHER REVIEW DURING PROJECT ENGINEERING. 15. EACH PRELIMINARY PIAT SHEET THAT IS INCONSISTENT WITH THE REVISED PRELIMINARY PLAT PLAN SHALL BE REVISED AND RESUBMITTED TO AND APPROVED BY THE CURRENT PUMNNG PROJECT MANAGER PRIOR TO UTILITY CONSTRUCTION PERMIT APPROVAL. 16. ALL PROPOSED STREET NAMES SHALL BE APPROVED BY THE CITY. 17. ALL LOT CORNERS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHTS -OF -WAY, EXCEPT ALLEYS. SHALL HAVE MINIMUM RADIUS OF FIFTEEN FEET (15'). 18. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET IV) IMO EACH LOT IF SANITARY SEWER MANS ME AVALABLE. OR PROVIDED WITH THE SUBDMSXN OE4FLOPMEHI. 19. ALL UTIUTIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UTILRIES INSTALLED IN THE PARING STRIP SHALL BE PLACED N SUCH A MANNER AND DEPTH TO PERMIT THE PLANTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PAVED SURFACES SHALL BE INSTALLED. INCLUDING AL SERVICE CONNECTIONS, AS APPROVED BY THE DEPARTMENT OF PUBUC WORKS. SUCH INSTALLATION SHALL BE COMPLETED AND APPROVED PRIOR TO THE APPLICATION OF ANY SURFACE MATERIAL EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UTIUTIES AS SPECIFIED BY THE DEPARTMENT OF PUBUC WORKS. 20. ANY CABLE TV CONDUITS SHAM BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ME INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE OONNECTONS SHALL BE LID TO EACH LOT UNE BY APPLICANT AS TO OBVIATE THE NECESSITY FOR DISTURBING THE SREET AREA INCLUDING SIDEWAUK% OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE OONNEC IOM ME EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS MD /OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND /OR LAND OWNER. THE APPUCMT SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONUINT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. THE CABLE N COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE APPNQAR AND SHAL INSPECT THE CONDUIT AND CERTIFY TO THE CITY THAT R IS PROPERLY INSTALLED. 21. THE APPUGANT SHALL INSTAL AIL STREET NAME SIGNS NECESSARY IN THE SUBDIVISION PRIOR TO FINAL PUT APPROVAL. 22. THE ASSOCIATED LOT UNE ADJUSTMENT MPLIATON (LUA14- 000190) SHALL BE APPROVED MD RECORDED PRIOR TO FINAL PUT APPROVAL SHEET INDEX SHEET NO. DRAWING NO. DESCRIPTION 1 COV -01 COVER SHEET 2 LG -01 LEGEND 3 EX -01 EXISTING CONDITIONS 4 RW -01 HORIZONTAL CONTROL PLAN 5 CH -01 CHANNELIZARON PLAN A 6 ER -01 EARLY CLEARING AI T.E.S.C. PLAN 7 EGR -01 EARLY GRADING & T.ES.C. PLAN 8 GR -01 GRADING & T.E.S.C. PLAN 9 GR -02 GRADING & T.E.S.C. DETAILS & NOTES 10 GR -03 GRADING AT T.E.S.C. DETAILS 11 GR -04 LOT DRAIN PLAN 12 UT-01 COMPOSITE UTILITY PLAN 13 KEY -RD STORM DRAIN KEY MAP 14 FR -01 FRONTAGE PLAN & PROFILE 15 - 18 RD -01 - RD -04 ROAD AND STORM PLAN & PROFILE 19 RD -05 INTERSECTION DETAIL 20 - 21 PN -01 - PN -02 POND A PLAN, CROSS SECTIONS & DETAILS 22 - 24 PN -03 - PN -05 POND DETAILS 25 DT -01 ROAD CROSS SECTIONS & DETAILS 26 - 32 1 -7 LANDSCAPE PLANS (VARLE1) 33 - 35 1 -3 WETLAND MITIGATION PLANS (WERAND RESOURCES) 36 - 39 ILA -IL4 ILLUMINATION PLANS (HERMAN TRAFFIC CONSULTANTS) SITE prepared for CONNER HOMES 846 108TH AVE NE, SUITE 200 BELLEVUE, WA 98004 UTILITY PROVIDERS PLANNER/ENGINEER /SURVEYOR ESM CONSULTING ENGINEERS, U.0 33400 8TH AVE SOUTH, /2D5 FEDERAL WAY, WA 98003 (253) SM -6113 CONTACT BMMNE G45TFIELD, PE GEOTECH ENGINEER O NO. REVISION prepared by 33400 8TH AVE S, SUITE 205 FEDERAL WAY, WASHINGTON 98003 Phone: (253) 838 -6113 ESM JOB NO. 258 - 044 -013 BY I DATE I APPR I - CHECKED FOR COMPLIANCE TO CITY STANDARDS R -3 74 701 g. GREENLEAF 08/22/2011 Mrs '��"°�°'�"'�' � CITY OF RENTON ROAD, STORM AND SEWER PLANS P I� g1ENLR DATUM COVER SHEET Al RItME I 1 Planning /Building /Public Works Dept. COV -01 F Iqi p1E IHp1 srAtE VGmwRRAr 9¢ET: 1 aF:30 CD° `R--V74-101 CONSULTING ENGINEERS ® 3 AVne 3N [LPL (C SWIe,205 z FeEeal Way, WA 981103 z wy Ev�T www.eamcivil.com i� "'w-°-°°m clwl Figin «.ley wea w,«,my Ime vM1w,N PuMlc WeAkt I PNjM Me,nymalrt I Imbcaps Nct11N[!un ESM JOB #258- 044 -013 GREENLEAF ROAD AND STORM CONSTRUCTION PLANS VICINITY MAP HEARING EXAMINER'S DECISIONS NOT TO SCALE THE PROPOSED PRELIMINARY PLAT AS DEPICTED IN EXHIBIT 3, LOT LINE ADJUSTMENT AND STREET MODIFICATIONS ME APPROVED SUBJECT TO THE POLLOWNG CONDITIONS: 1. THE APPLICANT SHALL COMPLY WITH THE TWO MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON - SIGNIFICANCE MITIGATED, DATED JUNE 23, 2014. • PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WTHI THE RECOMMENDATIONS FOUND IN THE GEOTECHMCAL ENGINEERING STUDY PREPARED BY EARTH SOLUTIONS, NW (DATED SEPTEMBER 23, 2013). • PROJECT CONSTRUCTION SHALL BE SECURED TO COMPLY WITH THE MITGATON RECOMMENDATIONS IDENTIFIED IN THE SUBMITTED CRITICAL AREA REPORT & SUPPLEMENTAL STREAM STUDY PREPARED BY SMALL WETLAND CONSULTING, INC. (DATED JANUARY 28, 2014, UPDATED MAY 15. 2014). 2, THE APPUCNT SHALL OBTAIN A DEMOLITION PERMIT AND ALL REQUIRED INSPECTIONS FOR THE REMOVAL OF THE EXISTING SINGLE FAMILY RESIOENCES AND DETACHED GARAGES PRIOR TO RNAL PLAT RECORDING. 3. THE APPUGAR SHALL OBTAIN ALL NECESSARY STATE AND FEDERAL AUTHORIZATION FOR WETLAND IMPACTS PRIOR TO BEGINNING ANY GROUND DISTURBING ACTIVITIES. WITHIN THE WETLANDS MD THEIR BUFFERS. 4. A RNAL DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 5. THE APPLICANT SHALL SUBMIT A FINAL MITIGATION POUR FOR ALL CONSTRUCTON IMPACTS TO THE CRITICAL AREAS AND THEIR BUFFERS. TINE FNAL MITIGATION PAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO UTILITY CONSTRUCTION PERMIT APPROVAL ALL WEILAND MITIGATION, INCLUDING REQUIRED FENCING AHD SGNM'E SHALL BE INSTALLED PRIOR TO FINAL PLAT APPROVAL. 6. "STORMWATER /SENSITIVE AREAS TRACT C," WHICH INCLUDES BOTH A STORMWATER POND AND SENSITIVE AREAS. SHALL BE SEPARATED INTO TWO TRACTS N ORDER TO APPLY A NATIVE GROWTH PROTECTION EASEMENT OVER THE CRITICAL AREAS PORTION. 7, THE APPLICANT SHALL ESTABDSH A NATIVE GROWTH PROTECTION EASEMENT OVER THAT PART OF THE SITE ENCOMPASSING ME REMA RING STREAM AND WETLAND BUFFER AREAS, PRIOR TO FINAL PLAT RECORDING. 8. THE APPLICANT SHALL BE REQUIRED TO CREATE A HOMEOWNERS' ASSOCIATION (HOA) WITH SHARED RESPONSIBILITY FOR MINI ENANCE OF NATIVE GROWTH PROTECTION EASEMENT AND ALL SHARED IMPROVEMENTS OF THIS DEVELOPMENT, INCLUDING BUT NOT UNITED TO UTILITIES, SHAPED DRIVEWAYS, COMMON LANDSCAPING, AND PARK SPACE. A DRAFT OF THE DOCUMENT(S) SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL BY THE CITY ATTORNEY AND PROPERTY SERVICES PRIOR TO THE RECORDNG OF THE FINAL PLAT. 9. THE APPLICANT SHALL BE REQUIRED TO EITHER MAN A VARIANCE FOR THE TREE REMOVAL AND RESUBMIT THE CITY OF RENTON TREE RERNncM WORKSHEET OR REDESIGN THE PUT TO RETAIN THE TREES LOCATED IN WETLAND E AND IT BUFFER. THE UPDATED TREE RETENTION PLAN AND WORKSHEET ALONG WITH AN APPROVED VARIANCE SHAL BE OBTAINED PRIOR TO THE ISSUANCE OF A CONSTRUCTION PERMIT. 10. THE APPLICANT SHALL RECORD. ON THE FACE OF THE PLAT, A MINIMUM 5 -FOO7 RESTRICTIVE BUILDING EASEMENT (NO BUILD) ON THE SOUTH LOT LINES OF LOT 33 AND LOT 34. 11. THE APPUCANT SHALL OBTAIN APPRCVA. FOR A CRITCAL AREA EXEMPTION (ALSO A TER I PERMIT) FOR AL ACTIVITIES THAT WILL INTRUDE INTO A CRITICAL AREA OR REWIRED BUFFER ACCORDING TO THE CITY OF REWON CRITICAL AREAS REGULATIONS IN RMC 4- 3 -050C, J, L. AND N. 12. THE APPLICANT SHALL BE REQUIRED TO COMPLY WITH LEVEL 2 FLOW CONTROL BY DISCHARGING STORMWATER OLRFALL USING AN ENERGY DISSIPATER LOCATED AT THE OROINRY HIGH WATER MARK OF PANTHER CREEK WITHIN THE DRAINAGE EASEMENT. 13. THE APPUCANT SHALL PROVIDE AN OVERSIZED LEVEL SPREADER TO TREAT THE BYPASS AREA 14. ACCESS TO LOTS 21 -23 MUST BE SERVED BY A 20 -FOOT WIDE SHARED PRIVATE DRIVEWAY, AS DEPICTED IN EXHIBIT W. SUBJECT TO THE DISCRETION OF THE FIRE MARSHA TO REDUCE THAT WIDTH UPON FURTHER REVIEW DURING PROJECT ENGINEERING. 15. EACH PRELIMINARY PIAT SHEET THAT IS INCONSISTENT WITH THE REVISED PRELIMINARY PLAT PLAN SHALL BE REVISED AND RESUBMITTED TO AND APPROVED BY THE CURRENT PUMNNG PROJECT MANAGER PRIOR TO UTILITY CONSTRUCTION PERMIT APPROVAL. 16. ALL PROPOSED STREET NAMES SHALL BE APPROVED BY THE CITY. 17. ALL LOT CORNERS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHTS -OF -WAY, EXCEPT ALLEYS. SHALL HAVE MINIMUM RADIUS OF FIFTEEN FEET (15'). 18. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET IV) IMO EACH LOT IF SANITARY SEWER MANS ME AVALABLE. OR PROVIDED WITH THE SUBDMSXN OE4FLOPMEHI. 19. ALL UTIUTIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UTILRIES INSTALLED IN THE PARING STRIP SHALL BE PLACED N SUCH A MANNER AND DEPTH TO PERMIT THE PLANTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PAVED SURFACES SHALL BE INSTALLED. INCLUDING AL SERVICE CONNECTIONS, AS APPROVED BY THE DEPARTMENT OF PUBUC WORKS. SUCH INSTALLATION SHALL BE COMPLETED AND APPROVED PRIOR TO THE APPLICATION OF ANY SURFACE MATERIAL EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UTIUTIES AS SPECIFIED BY THE DEPARTMENT OF PUBUC WORKS. 20. ANY CABLE TV CONDUITS SHAM BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ME INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE OONNECTONS SHALL BE LID TO EACH LOT UNE BY APPLICANT AS TO OBVIATE THE NECESSITY FOR DISTURBING THE SREET AREA INCLUDING SIDEWAUK% OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE OONNEC IOM ME EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS MD /OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND /OR LAND OWNER. THE APPUCMT SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONUINT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. THE CABLE N COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE APPNQAR AND SHAL INSPECT THE CONDUIT AND CERTIFY TO THE CITY THAT R IS PROPERLY INSTALLED. 21. THE APPUGANT SHALL INSTAL AIL STREET NAME SIGNS NECESSARY IN THE SUBDIVISION PRIOR TO FINAL PUT APPROVAL. 22. THE ASSOCIATED LOT UNE ADJUSTMENT MPLIATON (LUA14- 000190) SHALL BE APPROVED MD RECORDED PRIOR TO FINAL PUT APPROVAL SHEET INDEX SHEET NO. DRAWING NO. DESCRIPTION 1 COV -01 COVER SHEET 2 LG -01 LEGEND 3 EX -01 EXISTING CONDITIONS 4 RW -01 HORIZONTAL CONTROL PLAN 5 CH -01 CHANNELIZARON PLAN A 6 ER -01 EARLY CLEARING AI T.E.S.C. PLAN 7 EGR -01 EARLY GRADING & T.ES.C. PLAN 8 GR -01 GRADING & T.E.S.C. PLAN 9 GR -02 GRADING & T.E.S.C. DETAILS & NOTES 10 GR -03 GRADING AT T.E.S.C. DETAILS 11 GR -04 LOT DRAIN PLAN 12 UT-01 COMPOSITE UTILITY PLAN 13 KEY -RD STORM DRAIN KEY MAP 14 FR -01 FRONTAGE PLAN & PROFILE 15 - 18 RD -01 - RD -04 ROAD AND STORM PLAN & PROFILE 19 RD -05 INTERSECTION DETAIL 20 - 21 PN -01 - PN -02 POND A PLAN, CROSS SECTIONS & DETAILS 22 - 24 PN -03 - PN -05 POND DETAILS 25 DT -01 ROAD CROSS SECTIONS & DETAILS 26 - 32 1 -7 LANDSCAPE PLANS (VARLE1) 33 - 35 1 -3 WETLAND MITIGATION PLANS (WERAND RESOURCES) 36 - 39 ILA -IL4 ILLUMINATION PLANS (HERMAN TRAFFIC CONSULTANTS) SITE prepared for CONNER HOMES 846 108TH AVE NE, SUITE 200 BELLEVUE, WA 98004 UTILITY PROVIDERS PLANNER/ENGINEER /SURVEYOR ESM CONSULTING ENGINEERS, U.0 33400 8TH AVE SOUTH, /2D5 FEDERAL WAY, WA 98003 (253) SM -6113 CONTACT BMMNE G45TFIELD, PE GEOTECH ENGINEER O NO. REVISION prepared by 33400 8TH AVE S, SUITE 205 FEDERAL WAY, WASHINGTON 98003 Phone: (253) 838 -6113 ESM JOB NO. 258 - 044 -013 BY I DATE I APPR I - CHECKED FOR COMPLIANCE TO CITY STANDARDS R -3 74 701 g. GREENLEAF 08/22/2011 Mrs '��"°�°'�"'�' � CITY OF RENTON ROAD, STORM AND SEWER PLANS P I� g1ENLR DATUM COVER SHEET Al RItME I 1 Planning /Building /Public Works Dept. COV -01 F Iqi p1E IHp1 srAtE VGmwRRAr 9¢ET: 1 aF:30 CD° `R--V74-101 I I Iym� u z $ z m z m i I I I I Iym� i 0 - m o D H ■ „�z o s r Z Q � < 1� �•Z�99 2 . Z 2 0 r T. i m m I I I I I I Iym� i n 9 � - � B „�z o s r O IC < . I r i I I� o 37 z U w 0 o_ � 3 3 LEGEND ABBREVIATIONS I a EXISTING PROPOSED EXISTING FEATURES > ROADWAY ROADWAY CENTERLINE N WETLAND FLAG POWER POLE W DROP LINE & LIGHT AVE AVENUE / ID INSIDE DIAMETER PROPERTY /LOT LINE ID BIKE RACK POWER POLE W /DROP LINE, LIGHT & TRANSFORMER AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION RIGHT —OF —WAY BOUNDARY LINE DEBRIS PILE <�- POWER POLE W /DROP LINE & TRANSFORMER ADJ ADJACENT IN INCHES EASEMENT LINE — — — — — — — — — — — — E FIRE PR 7� POWER POLE W /LIGHT ALUM ALUMINUM L LENGTH BUILDING SETBACK LINE - - -- — -- — - ---------------- - - - - -- BOLLARD 1� POWER POLE W /LIGHT & TRANSFORMER ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LB POUNDS I - -- ROLLED CURB AND GUTTER -- — - — - — — u HORSE SHOE PIT -0- POWER POLE AP ANGLE POINT LF LINEAL FEET VERTICAL CURB AND GUTTER o MAILBOX ASPH ASPHALT MAX MAXIMUM CONTOUR (MINOR) — — `'' — - — -- 72 Q POWER POLE W/TRANSFORMER m MILE POST MARKER Ci PAD MOUNTED TRANSFORMER ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER CONTOUR (MAJOR) --- azo - -- -- zo -- ''^^ -a0- SOIL LOG m POWER VAULT /MANHOLE ASSY ASSEMBLY MH MANHOLE VJ FOOTING DRAIN FLOWPAIH BF BLIND FLANGE MIN MINIMUM Z SPOT ELEVATION 9 ^ -r� N•`'�` -o SIGN Cxl SIGNAL CONTROL BOX K x SEPTIC DISTRIBUTION BOX ul SIGNAL JUNCTION BOX BLDG BUILDING MJ MECHANICAL. JOINT ..I TOP/TOE OF SLOPE : -------- 1 - - -1.. -------- 1 - - -_A_ BLK BLOCK MISC MISCELLANEOUS CONCRETE SIDEWALK SANITARY SEWER STUB MARKER POST TRAFFIC PEDESTRIAN POLE O C a �� - CONCRETE BLOCK WALL Svc SEPTIC VENT CI- -_.- TRAFFIC SIGNAL POLE BO BLOW OFF N NORTH BOW /BW BOTTOM OF WALL NO NUMBER ROCKERY pp t< STORM PIPE INLET /OUTLET Qtia TRAFFIC SIGNAL POLE W /LIGHT 1 O BARRICADE STORM DRAIN STUB MARKER POST a FIBER OPTIC MANHOLE BVC BEGIN VERTICAL CURVE NTS NOT TO SCALE O a =I D BOLLARDS f • • OC ON CENTER ROOF DRAIN Cl FIBER BACK OF WALK FIBER OPTIC STUB MARKER POST €� VJ MAILBOX CTR CENTER OD OUTSIDE DIAMETER i Z DOWNSPOUTS o O DILL CATCH BASIN T& TELEPHONE GUY ANCHOR = j G) 06 CB CATCH BASIN OHW ORDINARY HIGH WATER` z �j CABLE N MARKER POST T-® TELEPHONE ANCHOR POLE C Q STORY DRAINAGE CI CAST IRON PI POINT OF INTERSECTION IL `� 3 QCATCH BASIN TYPE 1 W /GRATE z O CABLE N RISER E'� TELEPHONE JUNCTION BOX (UG) i -' O CATCH BASIN TYPE 1 W /SOLID LID ® CL /� CENTERLINE PP POWER POLE 1 m Cl SATELLITE DISH G TELEPHONE MANHOLE I z 0 CATCH BASIN TYPE 2 W /GRATE CLR CLEAR PVI POINT OF VERTICAL INTERSECTION 'I CATCH BASIN TYPE 2 W /SOLID LID OO- LUMINAIRE W /ARM Q TELEPHONE STUB MARKER POSE 9 CARP CORRUGATED METAL PIPE PE POLYETHYLENE LL LUMINAIRE -O- TELEPHONE POLE PERF PERFORATED STORM DRAIN MANHOLE OO OO CO CONCRETE PVC POLYVINYL CHLORIDE Q � LANDSCAPE LIGHT ❑ TELEPHONE RISER W BEEHIVE MANHOLE ® CONIC CONCRETE J YARD LIGHT (UNDER 10' TALL) C, FIRE DEPT CONNECTION C CONDUIT PVMi PAVEMENT YARD DRAIN (ROUND LID) Z YARD DRAIN Q GAS STUB MARKER POST HOSE BIB CONN CONNECTION W STORM DRAIN CLEAN -OUT o 'co m GAS VALVE iR IRRIGATION CONTROL VALVE PVT POINT OF VERTICAL TANGENCY IJ,I STORM DRAIN PIPE o CONTR CONTRACTOR PC POINT OF CURVATURE -- oc0 OIL FILLER CAP O WATER MANHOLE Mr� CONT CONTINUED LL, ROOF DRAIN Pf POINT OF TANGENCY I vF GUY ANCHOR WATER STUB MARKER POST CY CUBIC YARDS QTY QUANTITY V SD SERVICE 6" CPEP WITH �� CL CLASS RET RETAINING INVERT ®END OF PIPE � P� GUY POLE d MONITORING WELL SANITARY SEWER POWER GRATE PO POST INDICATOR VALVE CF CUBIC FELT RR RAILROAD SANITARY SEWER MANHOLE 0 OO 9 C ELECTRICAL JUNCTION PULL/BOX n SPRINKLER HEAD CFS CUBIC FEET PER SECOND R RADIUS SANITARY SEWER CLEANOUT p ocos 0 0 ELECTRICAL STUB MARKER POST 2=1 WATER VAULT DC DEGREE OF CURVATURE RED REDUCER SANITARY SEWER GRAVITY s E ELECTRICAL METER S WATER WELL DI DUCTILE IRON REINF REINFORCED SANITARY SLIVER FORCE MAIN c GAS GUARD RAIL DIA /0 DIAMETER REQ REQUIRE OIL OIL 11 FENCE, BOARD DOT DEPARTMENT OF TRANSPORTATION R/W RIGHT OF WAY I y SANITARY SEWER CAP C - a POWER (BURIED) >< FENCE, BARB -WIRE DIM DIMENSION S SOUTH SANITARY SEWER PIPE — — A SANITARY SEWER FORCE MAIN — — ° — — POWER (AERIAL) O FENCE, CHAIN -LINK DWGS D DRAIN SO SCH SCHEDULE - Fo FIBER OPTICS * FENCE, ELECTRIC SO STORM DRAIN E ' E T TELEPHONE (BURIED) <> FENCE HOG WIRE EDP EDGE OF PAVEMENT SF SQUARE FEET Z 6" DIA DOUBLE SANITARY SIDE SEWER O � — — T — — TELEPHONE (AERIAL) = FENCE, SPLIT RAIL E EAST SHT SHEEP > n O c N CABLE (BURIED) X FENCE, WIRE ELEV ELEVATION SPECS SPECIFICATIONS EL ELEVATION — N CABLE (AERIAL) o FENCE WROUGHT IRON I V 6" DIA SINGLE SANITARY SIDE SEWER -_ c — — SQ SQUARE .! ^+ CREEK OR STREAM CENTERLINE I— RAILROAD TRACKS ELEC ELECTRICAL SS SANITARY SEWER FIRE HYDRANT (3 PORT) �- ♦ '1 EVC END VERTICAL CURVE 5TA STATION GATE VALVE 77X I �ll WETLAND WITH BUFFER �� STREAM WITH BUFFER EXIST EXISTING STD STANDARD W BUTTERFLY VALVE i® FDC FIRE DEPARTMENT CONNECTION TC TOP OF CURB CONCRETE BLOCKING EXISTING PROPOSED FIG FINISH GRADE TEL TELEPHONE V 0 WATER CAP r -1 ,-, T.E.S.C.P. SURVEY FIG FIGURE THRD THREADS _ DOMESTIC / IRRIGATION METER lid 0 — — — — CLEARING LIMITS ® PROPOSED MONUMENT IN CASE �GH�T /RIGHT TURN ARROW 1+ '�► FIN FINISHED THRU THROUGH E BLOWOFF ASSEMBLY If If FILTER FABRIC FENCE B FOUND MONUMENT IN CASE STRAIGHT /RIGHT TURN ARROW 4 4 FL /rL FLOWLINE TOW/TW TOP OF WALL AIR -VAC ASSEMBLY CUTOFF SWALE ®pM PROPOSED MONUMENT (AS DEFINE) LEFT /RIGHT TURN ARROW M M FL FLANGE Np TYPICAL REDUCER v INTERCEPTOR DITCH ®OM FOUND MONUMENT (AS DEFINED) STRAIGHT /LEFT /RIGHT TURN ARROW + + FT FEET VERT VERTICAL DETECTOR CHECK VALVE 7_ N.G.P.E. FENCE LEFT TURN ARROW 4% 4% FM FORCE MAIN W WEST - -o- - -o-- RIGHT TURN ARROW t CROSS >� � ROCK CHECK DAM D DELTA t GA GAUGE 1V/ WITH ' STRAIGHT ARROW t 1 GALV GALVANIZED W/o WITHOUT TEE TAI ® SEDIMENT FILTER (R) RADIAL BEARING < > HANDICAP PARKING GI GALVANIZED IRON WEDS WATER SAMPLING STATION ^ o STRAW BALE (NR) NON- RADIAL BEARING BIKE LANE Goo I 90' BEND TRAFFIC SIGN L GV GATE VALVE p5, WATER PIPE -- - - - -- - - -- GRAVEL CONE L ARC LENGTH � T- CHECKED FOR COMPLIANCE TO CITY STANDARDS g INFORMATION SIGN _jr yTy�� I O ® RIP RAP PAD STREET LIGHT �F B• y,C� g r C CONSTRUCTION ENTRANCE R=374702 i Zuli GZ Call 2 Waft Days Before You Dip Uwu" Umierprand Lomi on Casa WXrND,ORWA) ®934C99CI AVenu•EOYM1 ENGINEERS LLC Ga „a 209 I ®I ®I G'y I Fadaral way' WA 98 www.esmcivii.com � i. z�-9?o9' c I En9ion «M9 I l na S n9 I Imo Plennm8 FaNie www vlop� Ilmo9.��1 lmwooP. A,enrt.oN�. �'l.�V /4r/ �' y L•. I37%S ,p. C�Scy- L � evaaia® v lbw, wo�ll.a w lay l� N IpgLw011fILµ w1911 /1891 DATUM �� CITY OF RENTON Planning/Building/Public Works Dept. GREENLEAF LEGEND SHEET 1 1 EARLY GLE4RM & CRADNG MftM SU9IITAL ESII { , sLp P °P`w” u °XE'"�"! roues elu LG -01 aman: A� Ar RlLL SUC ` mmX6Y ESM JOB #258- 044 -013 NO. REVISION 6Y DATE APPR �T 2 "3Y n a _-�_S 01'26'21" W 60' Z Z 50' 50' S)' U QLJ N 01'26'22 "E I o a a = STA. 3 +47.41, SHARED ACCESS 10 C L 1.44' I �I 26 - STATION EQUATION I� m STA.20 +00.00 = m 10' SEWER EASEMENT STA. 4 +00.00 SCALE: 1 " = 40' 1g• m 34 ' 50' REC. N0. 9207171283 '0 V, EGRESS & UTILITIES _50' 50' _ 40' 20' O 40' 80' ED ^ 1 +00 2 +00 I Q FOUND 1 1/2" BRASS DISK STAMPED io' unLITY w g a 5 4 3 I 34 33 32 O EASEMENT N SET IN CASE - _ I 3 LL O - - Q F' L J J R� S 89'53'35.!341' 04 � 56 81 R =50.00 42.18 w l0' UTILITY EASEMENT (TYP.) DOWN 0.45' 25 J �. N L - - - - -- - - - -- PT: 21 +22.89 w L= 86.39, R =55.00 95 FOUND 1 1/2- BRASS DISK STAMPED N 4755'38.12" W LL 25 +094 89'53'38' E 347.19' 26 +00 V 27 +00 104' • >F H N 89'59'56" W 17.70' DECAMP LARRY 6623400072 BARRETT DAVID 6623400070 A PORTION OF THE SE 1/4 OF SECTIQN 32, TOWNSH DACQUE A I �ASANI RODOLF( I NIKITINE ALLA HEINS WALTER TEBROCK LESLIE M \KENT CALVIN 8956500130 8956500140 8950300090 8950300100 8950300110 8956500120 N 89'53'43" E 172.41' N 89'53'43" E 443.94' _-�_S 01'26'21" W 60' 50 53' 50' 50' S)' www.esmcivil.com tom, v,_mxli STA 23 +22.85, ROAD A/B N 01'26'22 "E I 3223059088 = STA. 56 +32.27, ROAD A = STA. 3 +47.41, SHARED ACCESS 10 --- - - - - -- -- 1.44' I �I 26 - STATION EQUATION I� m STA.20 +00.00 = m 10' SEWER EASEMENT STA. 4 +00.00 _ 1g• m 34 ' 50' REC. N0. 9207171283 7 EGRESS & UTILITIES _50' 50' _ 37' TO BE EXTINGUIS ED ^ 1 +00 2 +00 I OPEN SPACE FOUND 1 1/2" BRASS DISK STAMPED io' unLITY w g a 5 4 3 I 34 33 32 8 EASEMENT N SET IN CASE - _ I 3 _ - - - - - - - - - - - `� - - - - - F' L J J R� S 89'53'35.!341' 04 L e 56 81 R =50.00 42.18 a l0' UTILITY EASEMENT (TYP.) DOWN 0.45' IP 23N., RANGE 5E, KING COUNTY, WASHINGTON CRIB DINA & VALENTIN 3223059202 N 89'5341- L 4U.u5 N01'26'04'E {I SECTION CONTROL 2757.06' 50' 52' 12 13' SCALE = 1" = 500' TRACT A N 89'26'21" E 2629.82 (ESM) 31 32 T -I- m CALCULATED • 1 m + I POSITION 2 + WAY 19'59'56" W 115.00' _-�_S 01'26'21" W suae2M CL INT X Fetl al Way, WA 98003 �I CL INT'X www.esmcivil.com tom, v,_mxli STA 23 +22.85, ROAD A/B $ I 3223059088 = STA. 56 +32.27, ROAD A = STA. 3 +47.41, SHARED ACCESS 10 I- E: 1302921.3866 �I 26 - STATION EQUATION I� m STA.20 +00.00 = m _ STA. 4 +00.00 _ 1g• m 34 ' 50' 50' v EGRESS & UTILITIES _50' 50' _ 37' 104' o 5' UTILITY EASEMENT -' N UTILITY EASEMEh 1 +00 2 +00 I OPEN SPACE FOUND 1 1/2" BRASS DISK STAMPED s_ b9 ROAal5.55' N 89.58.20' W SENSITIVE AREAS 11 I rn tV SET IN CASE - _ - _ 3 _ - - - - - - - - - - - `� - - - - - '= T58'59 ROAD C ® CL CUL- DE -SACI N a DOWN 0.45' 25 �. 12I L - - - - -- - - - -- PT: 21 +22.89 3 L= 86.39, R =55.00 95 FOUND 1 1/2- BRASS DISK STAMPED N 4755'38.12" W 24 +00 25 +094 89'53'38' E 347.19' 26 +00 I - ^1r00 27 +00 104' MONUMENT SET IN CASE 20' EASEMENT FOR INGRESS 28 24' SHARED ACCESS 35.18' oQ 10' SEWER EASEMENT' ZI S POWER EASEMENT a N EGRESS & UTILITIES BY DEED REC. N0. 9805277362 EASEMENT o. p { REC. N0. 9207171283 ROAD A REC. N0. 7901230675 m c1 13 (TO BE RELINQUISHED) TRACT E b ti �ti �"' REC. NO. 9207171284 TO BE RELINQUISHED o (RECREATIONAL AREA) m ® (TO BE RELINQUISHED) NA' qV R 250.00 ° 116' F_ -; 4'23'34' 0,3° qaa' /v i4 52' 50' 14 57' 35' rn + A, m 90' \� N m e + f A m o N N 1. 3 PC: 22 +83.84 9 27 ° Oa. r m m 31 110' 103' 0 28 29 30 ,Na WAY 19'59'56" W 115.00' _-�_S 01'26'21" W suae2M CL INT X Fetl al Way, WA 98003 �I CL INT'X www.esmcivil.com tom, v,_mxli STA 23 +22.85, ROAD A/B $ I 3223059088 = STA. 56 +32.27, ROAD A = STA. 3 +47.41, SHARED ACCESS 10 E: 1302921.3866 �I 26 - STATION EQUATION I� m STA.20 +00.00 = m STA. 4 +00.00 YE JIAYI & CHI m 89' 3223059080 Q °0 v EGRESS & UTILITIES TRACT D Q + 28' ACCESS 104' o 5' UTILITY EASEMENT -' & UTILITY EASEMEh S 89'59'56' E I OPEN SPACE FOUND 1 1/2" BRASS DISK STAMPED ROAal5.55' N 89.58.20' W SENSITIVE AREAS 11 I rn $ I 25 }� SET IN CASE 5 +00 6 +00 L =13.0 CITY OF RENTON CONTROL MONUMENT R =250.0 CL INT'X STA20 +56.96, 1�. '= T58'59 ROAD C ® CL CUL- DE -SACI N a DOWN 0.45' 104' N 12I 24 PT: 21 +22.89 I L= 86.39, R =55.00 1 FOUND 1 1/2- BRASS DISK STAMPED A= 90'00'00" a' M n N I - ^1r00 104' MONUMENT SET IN CASE 7 a DOWN 0.5' ZI a 9i M CUL -DE -SAC 13 0 0 N 81 S 49.0020 +00 m L 19.17 NA' qV R 250.00 F_ -; 4'23'34' h I 1 � s rt,0 13' N 26' 14 �o f = - A, m 90' \� N m e + f A o N WAY 19'59'56" W 115.00' _-�_S 01'26'21" W suae2M 15.00' Fetl al Way, WA 98003 �I CL INT'X www.esmcivil.com tom, v,_mxli KOHR MICHAEL STA 27 +15.86, ROAD A/B 3223059088 = STA. 56 +32.27, ROAD A JOB #258- 044 -013 N: 161528.8451 E: 1302921.3866 - STATION EQUATION STA.20 +00.00 = m STA. 4 +00.00 YE JIAYI & CHI m MAN 3223059080 -20' EASEMENT FOR INGRESS EGRESS & UTILITIES BY DEED REC. NO. 20120809000865 28' ACCESS (TO BE RELINQUISHED) & UTILITY EASEMEh S 89'59'56' E I 120.66' FOUND 1 1/2" BRASS DISK STAMPED ROAal5.55' N 89.58.20' W WITH 'X* IN CONCRETE MONUMENT 41" W 100..07' SET IN CASE 5 +00 6 +00 L =13.0 CITY OF RENTON CONTROL MONUMENT R =250.0 '= T58'59 24 DOWN 0.45' 15 e� rACCESS N /J \ yA0\ ' 21 ^I � �2F� , 22 23 . =5 +28.56, SHARED .� ESM'T. eX 22' P LATE ACCESS 17 ��'� i o & Unr EASEMENT 16 \ 9' 50' 5o' N 89'5543" 67.05' PANTHER LAKE GARDEN TRACTS 16' PRIVATE ACCESS 6� & UTILITY EASEMENT Volume 9, Page 25 1 TRACT C STO RM WATE R/ SENSITIVE AREAS N 891 W 421 NO. 20 1- 19 1 p 18 �26 22' PARCEL E TRACT B OPEN SPACE 162' r KEYES JEANNE 6623400051 REVISION EDGE OF - STA 53 +65.09, 108TH AVE SE N: 161261.7482 E: 1302914.7627 N 89'51'29" W 215.94' R= 314103 T ♦1 ° I 1/J o} N '11 co 111 Q IDo T 0 o+ a h o 0 in l o 0 N EXISTING o 33 00 SM AV nue SOUM 10 1 14V 1 a suae2M Z Fetl al Way, WA 98003 �I v www.esmcivil.com tom, v,_mxli C I E411 Swgin9 FI*Wn Un0 LaM M PuDlk oM I Relro1 MOna,anml I LaM,ttps NIMUro ESM JOB #258- 044 -013 NO. 20 1- 19 1 p 18 �26 22' PARCEL E TRACT B OPEN SPACE 162' r KEYES JEANNE 6623400051 REVISION EDGE OF - STA 53 +65.09, 108TH AVE SE N: 161261.7482 E: 1302914.7627 N 89'51'29" W 215.94' R= 314103 T ♦1 ° I 1/J o} N '11 co 111 Q IDo T 0 o+ a h o 0 in l o 0 N EXISTING o I a - Z �I � of - I N _ r FOUND 1 1/2' BRASS p DISK STAMPED WITH 'X' I 0 IN CONCRETE - °n rn MONUMENT SET IN CASE 11 D DOWN 0.35' 35 GCC_ ` Z FOUND METAL MONUMENT I NI r FOUND MONUMENT IN CASE, 4' BY = Z STEM IN 4' X 4" CONCRETE of I 4" CONCRETE WITH PIN. (; 7 MONUMENT SET IN CASE 1 CITY OF RENTON SURVEY 1.8' DOWN MONUMENT j1873 I: 31 32 CITY OF RENTON 1 z m ,- CONTROL MONUMENT N0. 587 _ I 32 6 � $ N 89'26'04" W 2618.57 (ESM) -�5 5 N 8950'16" W 2624.80 (ESM) EXCEPTIONS FROM TITLE REPORT 1. SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND /OR DISTRIBUTION ONES AND APPURTENANCES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER & LIGHT COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7901230675. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 2. SUBJECT TO AN EASEMENT FOR WATER UNE(S) AND APPURTENANCES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO SODS CREEK WATER AND SEWER DISTRICT, A MUNICIPAL CORPORATION, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NOS. 9207171283 AND 9207171284. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 3. SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20120809000865. 4. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS. BUILDING SETBACK LINES, NOTES AND STATEMENTS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ON THE PLAT OF PANTHER LAKE GARDEN TRACTS, RECORDED IN VOLUME 9 OF PLATS, PAGE 25. 5. SUBJECT TO COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM RAYMOND E. DEACY AND ELVA K. DEACY, HIS WIFE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7204110301. 6. SUBJECT TO COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM GIADYS L. GREER. AS HER SEPARATE ESTATE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7204110302. 7. SUBJECT TO A COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM ALBERT HUVINEN AND MAXINE HUVINEN, HIS WIFE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7206210426. 8. SUBJECT TO A COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM GEORGE F. LANSING AND DOROTHY LANSING, HIS WIFE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7208240314. 9. NOTICE OF ON -SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20130719001046. y� 10 -16. NOT REPORTED HEREIN. 3 i Tl�J7 9 , 17. SUBJECT OIL AND GAS LEASE WITH CERTAIN TERMS, COVENANTS, CONDITIONS AND PROVISIONS SET FORTH IN INSTRUMENT RECORDED UNDER l m RECORDING NO. . 611 67523. 9 � 18. SUBJECT TO A PURCHASE AND SALE AGREEMENT BETWEEN JEFFREY J. WOLFSON, AND /OR ASSIGNS. AND TOM AND SHIRLEY GOUGH, HUSBAND AND WIFE, AND /OR ASSIGNS, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20050909000472. 19 -26. NOT REPORTED HEREIN. NOTES > 1. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDMONS AND RESTRICTIONS ARE FROM CHICAGO TITLE INSURANCE COMPANY SECOND SUBDIVISION n GUARANTEE /CERTIFICATE NO. 0002779 -06, DATED NOVMEBER 22, 2013. IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESN CONSULTING ENGINEERS, LLC (ESM) HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY REUED ON THE ABOVE REFERENCED TIRE REPORT TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. KING COUNTY PARCEL NOS. 322305- 9344 -06, 322305 - 9273 -01, 322305 - 9148 -04, 322305- 9123 -03, 662340 - 0053 -02, 662340 - 0054 -01 BENCHMARK 1. CITY OF RENTON BENCHMARK NUMBER 2137: FOUND 3" BRASS DISK STAMPED "KC -F -7A 1993' SET IN THE SE CORNER OF THE CONCRETE BASE OF THE TRAFFIC SIGNAL POLE AT THE NW CORNER OF THE INTERSECTION OF SE 192ND STREET AND 108TH AVENUE SE. ELEVATION - 465.10 FEET. 2. CITY OF RENTON BENCHMARK NUMBER 2138: FOUND 3" BRASS DISK STAMPED "KC -F -8 1993' SET IN THE CONCRETE SIDEWALK ON THE EAST SIDE OF 108TH AVENUE SE IN FRONT OF HOUSE NUMBER 18814, ELEVATION = 486.89 FEET. SURVEY INSTRUMENTATION SURVEYING PERFORMED IN CONJUNCTION WITH THIS PLAT UTIUZED THE FOLLOWING EQUIPMENT AND PROCEDURES: 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC- 332 - 130 -100. PROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REOUIREMENTS OF WAC- 332 - 130 -090. BASIS OF BEARINGS N01'26'21'E BETWEEN FOUND MONUMENTS AT THE SOUTH AND CENTER QUARTER CORNERS OF SECTION 32, TOWNSHIP 23N, RANGE 5E. W.M. VERTICAL DATUM NAVD 88 AS REFERENCED TO CITY OF RENTON VERTICAL CONTROL NO. 2138 A 3' BRASS DISK STAMPED 'KC -F -8 1993' IN CONCRETE WALK ON EAST SIDE OF 108TH AVENUE S.E. IN FRONT OF HOUSE NO. 18814. ELEVATION = 486.89 LEGEND CHECKED FOR COMPLIANCE TO CITY STANDARDS p �g 0 ® FOUND MONUMENT AS DESCRIBED az 5 STANDARD MONUMENT TO BE SET $ Sp�i `z (MEAS) ESM MEASURED DISTANCE AND BEARING a q Z _.. CITY OF Ms Hamartu: N� „wA,,,, �6 -� RENTON �'� DATUM Planning/Building/Public Works Dept. F N3i CNE WLN SANE �Y aAM GREENLEAF 08/22/201' HORIZONTAL CONTROL PLAN vrF mnec we RW -01 s[D: 4 a - Z � C 3 m m is a I FOUND 1 1/2" BRASS DISK STAMPED WITH 'X* IN CONCRETE MONUMENT SET IN CASE CITY OF RENTON CONTROL MONUMENT N0. 1866 DOWN 0.45' 32 1 FOUND 1 1/2- BRASS DISK STAMPED 1 WITH 'X' IN CONCRETE i MONUMENT SET IN CASE a DOWN 0.5' a 9i M 0 0 m 1 � N m N 1. 3 N _ r FOUND 1 1/2' BRASS p DISK STAMPED WITH 'X' I 0 IN CONCRETE - °n rn MONUMENT SET IN CASE 11 D DOWN 0.35' 35 GCC_ ` Z FOUND METAL MONUMENT I NI r FOUND MONUMENT IN CASE, 4' BY = Z STEM IN 4' X 4" CONCRETE of I 4" CONCRETE WITH PIN. (; 7 MONUMENT SET IN CASE 1 CITY OF RENTON SURVEY 1.8' DOWN MONUMENT j1873 I: 31 32 CITY OF RENTON 1 z m ,- CONTROL MONUMENT N0. 587 _ I 32 6 � $ N 89'26'04" W 2618.57 (ESM) -�5 5 N 8950'16" W 2624.80 (ESM) EXCEPTIONS FROM TITLE REPORT 1. SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND /OR DISTRIBUTION ONES AND APPURTENANCES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER & LIGHT COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7901230675. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 2. SUBJECT TO AN EASEMENT FOR WATER UNE(S) AND APPURTENANCES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO SODS CREEK WATER AND SEWER DISTRICT, A MUNICIPAL CORPORATION, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NOS. 9207171283 AND 9207171284. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 3. SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20120809000865. 4. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS. BUILDING SETBACK LINES, NOTES AND STATEMENTS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ON THE PLAT OF PANTHER LAKE GARDEN TRACTS, RECORDED IN VOLUME 9 OF PLATS, PAGE 25. 5. SUBJECT TO COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM RAYMOND E. DEACY AND ELVA K. DEACY, HIS WIFE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7204110301. 6. SUBJECT TO COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM GIADYS L. GREER. AS HER SEPARATE ESTATE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7204110302. 7. SUBJECT TO A COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM ALBERT HUVINEN AND MAXINE HUVINEN, HIS WIFE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7206210426. 8. SUBJECT TO A COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM GEORGE F. LANSING AND DOROTHY LANSING, HIS WIFE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7208240314. 9. NOTICE OF ON -SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20130719001046. y� 10 -16. NOT REPORTED HEREIN. 3 i Tl�J7 9 , 17. SUBJECT OIL AND GAS LEASE WITH CERTAIN TERMS, COVENANTS, CONDITIONS AND PROVISIONS SET FORTH IN INSTRUMENT RECORDED UNDER l m RECORDING NO. . 611 67523. 9 � 18. SUBJECT TO A PURCHASE AND SALE AGREEMENT BETWEEN JEFFREY J. WOLFSON, AND /OR ASSIGNS. AND TOM AND SHIRLEY GOUGH, HUSBAND AND WIFE, AND /OR ASSIGNS, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20050909000472. 19 -26. NOT REPORTED HEREIN. NOTES > 1. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDMONS AND RESTRICTIONS ARE FROM CHICAGO TITLE INSURANCE COMPANY SECOND SUBDIVISION n GUARANTEE /CERTIFICATE NO. 0002779 -06, DATED NOVMEBER 22, 2013. IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESN CONSULTING ENGINEERS, LLC (ESM) HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY REUED ON THE ABOVE REFERENCED TIRE REPORT TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. KING COUNTY PARCEL NOS. 322305- 9344 -06, 322305 - 9273 -01, 322305 - 9148 -04, 322305- 9123 -03, 662340 - 0053 -02, 662340 - 0054 -01 BENCHMARK 1. CITY OF RENTON BENCHMARK NUMBER 2137: FOUND 3" BRASS DISK STAMPED "KC -F -7A 1993' SET IN THE SE CORNER OF THE CONCRETE BASE OF THE TRAFFIC SIGNAL POLE AT THE NW CORNER OF THE INTERSECTION OF SE 192ND STREET AND 108TH AVENUE SE. ELEVATION - 465.10 FEET. 2. CITY OF RENTON BENCHMARK NUMBER 2138: FOUND 3" BRASS DISK STAMPED "KC -F -8 1993' SET IN THE CONCRETE SIDEWALK ON THE EAST SIDE OF 108TH AVENUE SE IN FRONT OF HOUSE NUMBER 18814, ELEVATION = 486.89 FEET. SURVEY INSTRUMENTATION SURVEYING PERFORMED IN CONJUNCTION WITH THIS PLAT UTIUZED THE FOLLOWING EQUIPMENT AND PROCEDURES: 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC- 332 - 130 -100. PROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEETING OR EXCEEDING THE REOUIREMENTS OF WAC- 332 - 130 -090. BASIS OF BEARINGS N01'26'21'E BETWEEN FOUND MONUMENTS AT THE SOUTH AND CENTER QUARTER CORNERS OF SECTION 32, TOWNSHIP 23N, RANGE 5E. W.M. VERTICAL DATUM NAVD 88 AS REFERENCED TO CITY OF RENTON VERTICAL CONTROL NO. 2138 A 3' BRASS DISK STAMPED 'KC -F -8 1993' IN CONCRETE WALK ON EAST SIDE OF 108TH AVENUE S.E. IN FRONT OF HOUSE NO. 18814. ELEVATION = 486.89 LEGEND CHECKED FOR COMPLIANCE TO CITY STANDARDS p �g 0 ® FOUND MONUMENT AS DESCRIBED az 5 STANDARD MONUMENT TO BE SET $ Sp�i `z (MEAS) ESM MEASURED DISTANCE AND BEARING a q Z _.. CITY OF Ms Hamartu: N� „wA,,,, �6 -� RENTON �'� DATUM Planning/Building/Public Works Dept. F N3i CNE WLN SANE �Y aAM GREENLEAF 08/22/201' HORIZONTAL CONTROL PLAN vrF mnec we RW -01 s[D: 4 0 A PORTION OF THE SE 1/4 OF SECTION 32, TOWNSHIP 23N., RANGE 5E, KING COUNTY, WASHINGTON KEN 'ALVIN TIN SEE RIGHT FOR 1IASANI ROOD WALTER M T GRIB DINA & VALEN �IECMQ STER ' I NIKITINE\ALLA \'HENS TEBROCK LESLIE A POE A 895651013 LF01 895 1 155001 G '8 50300090 8950,300100 895030')110 3223059202 CONTINUATI N �89�76300120 -)- I I 1\ N �89-53 -4,3- E 172.41' IN 89*53'��' E 443.94' oil I LEGEND w '\�� '\\ \,, N 01'26'22 E -0- TELEPHONE POLE 1.44' 0 FENCE. BOARD 'PAFICEL A SE 186TH ST w 0 FENCE. CFAIN-LINK Q FIRE HYDRANT c GAS HOSE BIB PARCEL B ARCELC It P W'W 10' SEWER EASEMENT WATER MANHOLE REC. NO. 9207171283\ D c; Uj w T TELEPHONE, BURIED PIK 021 > EEI WATER METER - - - - - - - - - - < T TELEPHONE, OVERHEAD MA VALVE D 2 < WETLAN C-4; WATER N WATER APPARENT TEST PIT LOCATIONS (D DECIDUOUS �-Pdiilt LE cli 171 w L 1�1'� --- 00 of SANITARY SEWER MANHOLE 4- � I \ I UPIPE 0 M DOUGLAS FIR z'/- M STORM DRAIN CATCH BASIN CONIFER d P - Z - - - - - - - - - - N STORM DRAIN MANHOLE 7 d ROOF DRAIN CLUSTER 10, S ER EASEMENT FF 20' EASEMENT FOR INGRESS I LI EGRESS & UTILITIES REC. NO. 9207171283 5' POWER EASEMENT 0 a GAS METER HOLLY of BY DEED REC. NO. 9805271362 4- NOWD REC. NO. 9207171284 REC. NO. 7901230675 SCALE: 1 40' M GAS VALVE 0 MAPLE V\ 1.0 40' 20' 0 'w. 0 ELECTRICAL METER 80, POWER POLE W/LIGHT SET HUB & TACK CONTOUR INTERVAL= 2' 11� SPRUCE -0- POWER POLE + SET PIK NAIL U) z 06 cj) z w EXCEPTIONS FROM TITLE REPORT > 1 2 M L N 89*59'56" W 11 . < 1. SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES AND APPUffrENANCES AND THE TERMS AND CONDITIONS THEREOF M PARCE > S 01*26'21" W GRANTED TO PUGET SOUND POWER & UGHT COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7901230675. THE LOCATION OF SAID N 89'59'56" W 115.00' EASEMENT IS DEPICTED HEREIN. cr a: > 2. SUBJECT TO AN EASEMENT FOR WATER UNE(S) AND APPURTENANCES AND THE TERMS AND CONDMONS THEREOF GRANTED TO SODS CREEK WATER AND �g SEWER DISTRICT, A MUNICIPAL CORPORATON, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NOS. 9207171283 AND 9207171284. THE LOCATION LL 0 0 co OF SAID EASEMENT IS DEPICTED HEREIN. ETLANDA 0 E < -W 3. SLEW CT TO AN EASEMENT FOR INGRESS, EGRESS AND UTIUTIES AND THE TERMS AND OONDMONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER v CONC RECORDING NO. 20120809000865. w KOHR MICHAEL -j 3223059088 -/1 4. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROMSIONS. DEDICATIONS, BUILDING SETBACK LINES, NOTES AND STATEMENTS, IF ANY, BUr OMITnNG ANY COVENANTS OR RESTRICTIONS. IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE. COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL SrATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN. ANCESTRY, OR SOURCE OF INCOME� AS SET FORTH IN APPUCABLE STATE OR FEDERAL LAWS. EXCEPT TO THE E)(TENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPUCABLE LAW, AS SET w 1� FORTH ON THE PLAT OF PANTHER LAKE GARDEN TRACTS, RECORDED IN VOLUME 9 OF PLATS, PAGE 25. w I I 1 5. SUBJECT TO COVENANT RELATING TO MAJNTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM RAYMOND E. DEACY AND ELVA K. DEACY, HIS WIFE, TO YE JIAYl & CHI THE STATE OF WASHINGTON. RECORDED UNDER RECORDING NO. 7204110301. MAN 3223059080 6. SUBJECT TO COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM GLADYS L GREER, AS HER SEPARATE ESTATE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7204110302. 7. SUBJECT TO A COVENANT RELATING TO MNNTENA�CE OF ROAD APPROACH CONTAINED IN DEED FROM ALBERT HUVINEN AND MAXINE HUMNEN, HIS WIFE, TO '59'56" E-\13 S 89 \C1 4' +04E ra� J N-�' THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7206210426. 8. SU13JECT TO A COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM GEORGE F. LANSING AND DOROTHY LANSING, HIS WIFE <) I IN 89'59'56 W TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7208240314. 01 9. NOTICE OF ON-SFTE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS AND THE TERMS AND CONDMONS THEREOF AS CONTAINED IN INSTRUMENT 17.7 RECORDED UNDER RECORDING NO. 20130719001046. 80' DUSTING R/W 10-16. NOT REPORTED HEREIN. 17. SUBJECT TO AN OIL AND GAS LEASE WITH CERTAJN TERMS, COVENANTS, CONDMONS AND PROVISIONS SET FORTH IN INSTRUMENT RECORDED UNDER -xv RECORDING NO. 6167523. v 6 18. SUBJECT TO A PURCHASE AND SALE AGREEMENT BETWEEN JEFFREY J. WOLFSON, AND/OR ASSIGNS, AND TOM AND SHIRLEY GOUGH, HUSBAND AND WIFE. �PARCEL F A PARCELG AND/OR ASSIGNS. AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20050909000472- FIX 19-26. NOT REPORTED HEREIN. NOTES E KNIM 20' EASEMENT FOR INGRESS 1. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THE SITE. UNDERGROUND UTILITY LOCATIONS SHOWN HERON ARE TAKEN FROM A COMPILATION OF C*11 PUBUC RECORDS, UNDERGROUND UTILITY LOCATES, MAPPING BY OTHERS PROVIDED TO ESM BY CLIENT, AND VISIBLE FIELD EVIDENCE. WE ASSUME NO LLABIL17Y z EGRESS & UTILITIES FOR THE ACCURACY OF THE PUBUC RECORDS OR MAPPING DONE PRIOR TO ESM'S SURVEY OF THE SITE. UNDERGROUND UTILITY LOCATIONS ARE ONLY > rn APPROXIMATE. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT UNES BETWEEN VISIBLE SURFACE LOCATIONS BU`r MAY CONTAIN BENDS OR CURVES NOT > BY DEED REC. NO. 20120809000865 SHOWN. FIELD VERIFICATION IS NECESSARY PRIOR TO OR DURING ANY CONSTRUCTION. \CjARDE:N -rRACTS GUARANTEE/CEIRTIFICATE NO. 0002779-06, DATED NOVMEBER 22, 2013. IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, ESM CONSULTING PANTAER LAKE v) 2. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDMONS AND RESTRICTIONS ARE FROM CHICAGO TITLE INSURANCE COMPANY SECOND SUBDIVISION ENGINEERS, -L.0 (ESM) HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY TRUE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY REUED ON THE A13OVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE oUAUnES THE Volume 9, Page 25 12 C E �Z� JE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. SOIL 3. KING COUNTY PARCEL NOS. 322305-9344-06, 322305-9273-01, 322305-9148-04. 322305-9123-03. 662340-0053-02. 662340-0054-01 U.1 WE FEN < BENCHMARK J N 89*5 '43" IN DECAMP LARRY �N t 111 1. CITY OF RENTON BENCHMARK NUMBER 2137; FOUND 3" BRASS DISK STAMPED 'KC-F-7A 1993' SEr IN THE SE CORNER OF THE CONCRETE BASE OF THE 67.05' TRAFFIC SIGNAL POLE AT THE NW CORNER OF THE INTERSECTION OF SE 192ND STREET AND 108TH AVENUE SE. ELEVATION = 465.10 FEET. L PiTf 11-4g. 6623400072 F, 1 0 - - 1 �CW�6 IE Iw �Ijl \ I 1] 2. CITY OF RENTON BENCHMARK NUMBER 2138: FOUND 3* BRASS DISK STAMPED 'KC-F-8 1993' SET IN THE CONCRETE SIDEWALK ON THE EAST SIDE OF -zc ....... .... .. 0 108TH AVENUE SE IN FRONT OF HOUSE NUMBER 18814, ELEVATION = 486.89 FEET. VVIETILAND SURVEY INSTRUMENTATION SURVEYING PERFORMED IN CONJUNCTION WITH THIS PLAT UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES; 4i 10* TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIIFICAMONS AS REQUIRED BY WAC-332-130-100. zzPROCEDURE USED: FIELD TRAVERSE WITH ACCURACY MEEFING OR EXCEEDING THE REQUIREMENTS OF WAC-332-130-090. BASIS OF BEARINGS N01'26'21"E BETWEEN FOUND MONUMENTS AT THE SOUTH AND CENTER QUARTER CORNERS OF SECTION 32, TOWNSHIP 23N, RANGE 5E. W.M. ION VERTICAL DATUM NAVD 88 AS REFERENCED TO CITY OF RENTON VERTICAL CONTROL NO. 2138 A 3' BRASS DISK STAMPED "KC-F-8 1993" IN CONCRETE WALK ON EAST SIDE OF 108TH AVENUE S.E. IN FRONT OF HOUSE NO. 18814. ELEVATION 486.89 V60T�L4Nfa-') PARC 'EL E-- �REAM, VVE�D- CHECKED FOR COMPLIANCE TO CITY STANDARDS M M It > BARRETT DAVID N 89-51'29- W 421.95- KEYE)S JEANNE 6623400070 6623400051 z R=374704 ? CAM CONSULTING ENGINEERS LLC - 0 FfW SUBMrrrAL ESM 011/tOP4 GREENLEAF 08/22/2014 �00 81h AvIvtue IR,Wh 00 CITY OF suple IM 10 10 1 11 FAFLY CLEWN GRWW MYLAR SLMMffrAL ESM W204 F.-I Wa,, WA MW3 M4� "L EXISTING CONDITIONS www.esmcivil.com RENTON Cmi EnIi-I� L,,s. SIiI�' n. w= Plan ning/Building/Pu DI ic Works Dept. Puwic Wo� P-� .-� LLN. IF IAIT E U-01 ESM JOB #258-044-013 JZ"J�9014 NO. REVISION BY DATE APPR 3 77d"� w U) � VJ z Z z U w J 0 IZ a 0 06 Q T LL w J w V a3 � LEGEND I m ?0 LOD2�INNIE "TTi� y �% ' T SANI OOD30F0 I '.. 8956500140 \ W/ � � PXµ AALIOC'ro Q TELEPHONE POLE 5000120' t \ /\ GRIB DANA 9202 NTIN '/ I D FENCE, BOARD •, DE PS 89565 H8950$000 OR _ LIE M KENT CALVIN - I O FENCE, CHAIN-LINK R FIRE Hvow�rrr N89'S3"4 E 172.41' 00 8950300110 I HOSE BIB 0090 89503001 .__ - -_ c _..__- GAs NIKIi1NE ALLA OCK LES (JA QUE A _ / �/ - S - }.. x r N t9'53'0* ;E,,,,, 443.X4 X ®6 r r REMOVED - T TELEPHONE. BURIED ® WATER MANHOLE 89 I EX GAS MAIN TO BE REM \ ;n : - � PER PSE STANDARDS �.. 464. 22 E -_ �.• ,_ q ��O -GT' .� 11 T TELEPHONE. OVERHEAD B3 WATER METER 81 I U s" �� NO w. A N Ot 2 y, 'v� ••� DG WATER VALVE EX WATER METER •• WATER PARCEL A , ,06 j & SERVICE LINE - r - 10' SEWER EASEMENT I TO BE REMOVED $ APPARENT TEST PR LOCATIONS O DECIDUOUS l I PARCEL Bi PARCEL C' _ o SANITARY SEWER MANHOLE DOUGLAS FIR ' REC. NO. 9207171263 - \ 6�8" � 1 STORM DRAIN CATCH BASIN TO BE RELINQUISHER K+VA STRUCTURES EX ( ) \�5 \ I C " DRNEWAY & WALKWAYS CONIFER t v r I - - �J. D STORM DRAIN MANHOLE / tY r / EXISTING WATER LINE �' TO BE DEMOLISHED _ - - CLUSTER . .q x 463.64 V y TO BE RELOCATED �[ Q� WETLAND I , ;y� .� 8" qr _ EX ryV LE TO iV I m ROOF DRAIN ' -k - _- _ _ - - BE REMOVED - - ?el CONSTRUCTION ENTRANCE PER STD -(� OTHERS)_ I a GAS METER , HOLLY - - - DETAIL 214.00 ON SHEET GR -03 Z, w.,.., M GAS VALVE MAPLE EGRESS & UTILITIES < `� 10' SEWER �AS�MENf�.F ..............� �l /� 3 ® ELECTRICAL METER SPRUCE 1 ,l EASEMENT FOR INGRESS i SCALES: 1° = 40' � 20' ` POWER POLE W /LIGHT IBY DEED REC. 271362 466.81 REC. N0. 9207171283 SET HUB &TACK ( 9805) �qf��/ �. ,s ~_� TO BE RELINQUISHED) 4 `x 48005 488.58 -4882 \x i8�38-� N ! -- 40' 20' 0 ao' 80' POWER POLE } SET PK NAIL 6 + / \.. UISH ,r ,f .� 470.12_ 5" POWER EAS I 7 0 BE RELINQ CONTOUR INTERVAL = 2' 8 O � - ( -- C. NO. 7901230675 °i I n °o (TO BE RELI ppp�� ) m I - _ _ - - - - - ' I EX SIDEWALK &CURB a D u , / 459.76 = I -- - - - -- D a I N 7.} j q� i TO BE REMOVE g REMOVE POW R\ �✓ I f N:161584.36 ¢ �_ \iUy 46924 ! /. _--- -� - - -- I� E:1302893.35 ,,,_,,,.,,,,,, EXISTING STRUCTURES / (BY OTHERS) REMOVE EX FENCE (TYP) a Z & DRIVEWAY /WALKWAYS 1 I ^,� _ - Gl TO BE DEMOLISHED _� EXISTING WATER LINE �- I 459.40 ,,,,.,,. �,,,,,,,..,., �i _TO BE RELOCATED EX POLE TO '� Z cs ,�� BE RELOCATED n C M i �� - A / _ A • - / ! REMOVE EX FENCE (TYP) REMOVE POWER I �I I (BY OTHERS) „ K IM 462.07 �� a/ / I (BY OTHERS) z m �. V A - \ `� A EXISTING STRUCTURES LO -w w w % DRIVEWAY /WALKWAYS ` N 89'59'56" W 115.00' N 89'59'56" W 115.02' , 1 T _- _ _ _ /yy I n PARCEL D m� Ln co A A . > s o, zs'z1" W ----- -------------------- .. 15 00' � - - - .A t0. � � ,. � � 457.44 PA TO BE DEMOLISHED � ',., ,,,, .. - - (D V / 0 0 0 0 0 0 0 _ - A �: ` I \ \- �� o� �I / 'REMOVE EX FENCE (TYP) WETLAND coNC KOHR MICHAEL N, _ I 13 \ 3223059088 455.58 I ROCK CHECK DAMS \ -_ X ''� PER STD DETAIL 217.40 I N s[v uo 7+�-x 488.38 -- � -... ....x 488.00 III SCALE: 1 " =20' - f ON SHEET GR -03 Q - 1 I / ro _ N89'00'43 "E 80.02' I � EX FH TO BE USED REMOVE EX FENCE (TYP) I 0 I o>_ I- I: ,I FHRMETER TO BE OL i I w YE JIAYI &CHI INTERCEPTOR SWALE WITH CHECK 0 o MAN 3223059080 OBTAINED FROM SODS •EX TREE TO BE DAMS SEE DETAILS ON SHEET GR -03 wd Q �'"� "', �, I � \ �� (� REMOVE (TYP) bb tO r.. CONSTRUCTION ENTRANCE PER STD 4» d i t CREEK WATER &SEWER / I x 453.77 �� '1 \ �� ' " `� DETAIL 214.00 ON SHEEP GR -03 DISTRICT S 89'59'56" Ems❑ EX POLE TO REMAIN I " EX SIDEWALK & CURB 895„'5.6 W - I =` � �r � _._ • r - / l EX WATER METER TO �� TO BE REMOVED 17.70' T g o �� I BE REMOVE PER SODS L N:161471.33 \- 8461.24 �.�_.} --+- X479.21 I I. I E:1302889.97 DRIP LINE OF TREE �� I 457.07- 1472.45 476.91 CREEK WATER &SEWER ` ` ( DISTRICT TO BE SAVED (TYP)- A h I - I t•. -r 80 EXISTING R W ` V - e' �. I 25' EMERGENCY / 452.73 I '( \ REMOVE EX FENCE (TYP)I ACCESS AND SHARED i CONSTRUCTION SEQUENCE II .A 1 A 450.95 _ - - - - _ DRIVEWAY ESMT. l r 20' I I ' ` - - n - - T - -7- NOTE: REFER TO WET SEASON PROVISIONS ON SHEET GR -02 FOR ADDITIONAL EROSION CONTROL MEASURES THAT ARE REQUIRED PARCEL F �( - - - - PARCEL IS �\ FOR WET WEATHER CONSTRUCTION (BETWEEN OCTOBER 1 AND APRIL 30). O =;.� �� T •V I �'V -` 1 - �, `� _ 1. SCHEDULE A PRE - CONSTRUCTION SEQUENCE WITH THE CITY OF RENTON. - n 14 ,. v � lo" �, �� >t lt`'� 20 -` /`.� Z V 3'I o -2. PRE - CONSTRUCTION MEETING. o� 448.66 IA _ 20' EASEMENT FOR INGRESS I ` �._. - - < m 1 �" r �� •�� I� A� PANT'S LAKE V ` EGRESS &UTILITIES I ', II o - 3. POST SIGN WITH NAME AND PHONE NUMBER OF T.E.S.C. SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF -tea ` `H CONSTRUCTION SIGN). ( `° C7ARD 1 TRACTS BY DEED REC. NO. 2012DB09000865 I N ) m �L% (TO BE RELINQUISHED) %�- -� I - Volume 9, Page 25 ®\ I o �� 1 - 4. FLAG OR FENCE CLEARING LIMITS. r I II 9 CLEARING LIMITS I \ \ ' 2\�- A ( T lI \ I 5. INSTALL CATCH BASIN PROTECTION ON EXISTING STRUCTURES IF REQUIRED. REMOVE EX FENCE TYP e V A 446 38 I �; I 6. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 'I V - 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). ' ' I ,.,,,,,,, � � � � � � I � � � � � EXISTING STRUCTURES 14 r A \ale' 20 I 41 1 I I TO BE DEMOLISHED ® " 8. EXCAVATE TESC POND AND INSTALL POND RISER OUTLET. . SILT FENCE TO BE PLACED AT \ \ _I = I > <�-36. >< >< y ' _ <.J, 9. GRADE AND STABILIZE CONSTRUCTION ROADS. CLEARING LIMITS. SEE STD PLAN - 'T _ _ _ 1 1 t e' 214.00 ON SHEET GR 03 (TYP) �� ' /� '•, NS - - - -- / 10. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND I �„ `� 445.49- T f 22"; �I/ 16\ -16 > I' / \ \ f7.05' / i s/ a '�I GRADING FOR PROJECT DEVELOPMENT. 2 / P •'I 16./ " r° I -t6 ' .8� _ / +� �l �,,,,,,,,,,,,,,,,, a /, .a _ ' 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S -- 66 3400072 \ � _ _ _ 1 �. . ; '�- 'n 6� / i/ �' - -. RECOMMENDATIONS. 1y Wig D y' /(\ a� "' S. `� <" 'I r- CATCH BASIN FILTER (TYP) PER I - !� j� 8" `� ;STD PI AN 216.30 ON SHEEP 12. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND / /% � N �� SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. #1 445.61 SILT FENCES s (� X20" �to "I n_° CONSTRUCTION FENCE I. 13. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING � %; \ ! � I I _ 1 te, ` � 18' THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. ® CLEARING LIMITS (TYP) �� -. 3 1 �i •� 14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 7 � � - � -15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 16. CLEAN DETENTION SYSTEM AS NECESSARY. I 1 17. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. l sESC D / I 18. CDR INSPECTORS MAY REQUIRE ADDITIONAL TESC MEASURES /BMPS IN ORDER TO PREVENT OR LIMIT RUNOFF OFFSTTE. T.E.S.C. POND TABLE viwaD TABLE �- -;� s� SUB BASIN AREA = 6.50 AC 'I \ HIS SHEEP PARCEL E- _ -_ ___ TREE PROTECTION FENCING ` CHECKED FOR COMPLIANCE TO CITY STANDARDS a O INFLOW 2 INFLOW 100 MINUTE = 1.55 CFS MINUTE 5.48 CPS j / - - - -_- ( 6 T F w \, SEE) AIL SHEET GR 03 (TYP) o SIR.... �-�./ / ili- + ' i R=374705 SURFACE AREA (REQ'D) = 3,224 SF TEMP. SEDIMENT POND RISER gA WETLAND � SURFACE AREA PROVIDED = 3,360 SF L PIPE PER DETAIL ON SHEET GR`03 - -- - � TOP BERM ELEV. = 447.00' - -� TOP OF RISER PIPE = 445.00' - - 1 - - EMERGENCY SPILLWAY ElF/. = 446.00' DISCHARGE PIPE N 89'51'29" W 421.95' S= dFANNE� - f i / , EMERGENCY SPILLWAY WIDTH = 6.0' POND BOTTOM ELEV. = 442.00'T,�. a POND TOP LENGTH = 70' CONSULTING ENGINEERS LLC .�,� / a FIRST SIIB/TRAL ESM 0/13/14 y l �.A ig9p POND TOP WIDTH = 56' ® s a Laos Avenue Soup ~! -_� xm /�� ®I ®I®TI' �>: CITY OF GREENLEAF 06/22/2ot .., '1 EARLY CLFAIOlB t CRAONC YYIAR SU9MTAL 691 14 �� runeooic ORIFICE DIA. = 3 3/8" Fee .l .,WA9SX3 EARLY CLEARING & T.E.S.C. PLAN DEWATERING TUBE DIA. = 6.00" www.esmcivil.com i' °-°� .0 RENTON pU.N NR RISER PIPE DA. = 12.00 "" c^9' ^°°^^e I L^^^ w^'�' ^e I '^^^ " ^^^^e NI3 w'-� DATUM ER -01 veero wo.xe vrolect w..nent ene.owe w.nA«w. e/ p1C�� •T �LL Sic Planning /Building /Public Works Dept. e Ilo� olE SEE SEDIMENT POND DETAIL ON SHEET GR -02 ESM JOB #258- 044 -013 L E � 8/11/J® NO. REVISION BY DATE APPR wic Kcaelxc�r CL) ' ('L t -�-? V ` w '^ � VJ z z U Qw O J o! a 06 Q Ir LL W J W cr V Qv NA( IevT rlo b1'ltuagAtJCE `. sts" sN'C Mel 1 I I I DTI .TOP= 477.83 TOP = 484.00 TOP = 484.59 TOP = 487.35 TOP= 490.12 TOP =489.79 TOP = 489.39 TOP = 488.64 GRADING ON LOTS 32 -34 Il. E= 471783 0E= 478.00 TOE =478.59 TOE= 481.35 TOE= 484.12 TOE =483.79 TOE-485.00 TOE - 485.60 1 _ -- =_ LEGEND FUTURE GRADING PERMIT ., t. �f- TOE466.32 P \, TOE - 482.10 0E= 4494.03 70E 85.00 MP -85. -601 ,I I FROM LOCATED 2' CLEARING LIMITS TO BE INCLUDED WITH - FROM PROPERTY LINE I v - TOP-472-32 - TD - J9 TOP 46400- TOP - 484.98 - -K-- FILTER FABRIC FENCE 1 3q.�' `> \II` .� II TOE= 464.50 TOEE470..50 6TMAX78.00 70E-- `J4n.08\ ITOE4-- 480.00 3 TOE2483. 0 1 II\ I F TRACT A I ��' CUTOFF SWALE 00 O ROCK WALL (LANDSCAPE) INTERCEPTOR DITCH _ 1 ;"O TO BE APPROVED FH i x 8 7 6 ' �• � / "- $ " 1 � PAD =480.0 PAD =482.3 PAD-483.9 PAD =485.0 PAD = 485.6 £ � i _- o- -_Cl -- N.G.P.E. FENCE FOR CONSTRUCTION WATERING =470.6 PAD -474.5 PADs477.1 � m ROCK CHECK DAM VA, \ �� I �.. /i t✓li. TOE = 464.50 _ I _ CL INT'X iIz ` 1 TDP =462.30 TOP =4a5.aO STA 27 +15 86 I7 SEDIMENT FILTER TO P= 474.50 = _ T_OE =480 00 _ � TOE_ 90_ _ _ •'�° =STA. 58 +32.27, :TOE =47 - TOE= 474.50475.04_l` -47797 480_30 481.96_ _ 483.03_. ®�W B V _ VAIN, OR /VBWq I, -- .d �.. GRAVEL CONE P ROAD A 53' z oo' 27 +75 RIP RAP PAD 1.30 P \ i (RESIDENTIAL ACCESS) R/W " 1 � 9 ... �... CONSTRUCTION ENTRANCE PR�CT E % 4 .48 a� 7s•o4 a °riyi� 1 480.30 481.96 183.03 f r,% ✓'I� ` (REC. AREA) �`�� 1 EXISTING TREE TO REMAIN .�.. WETLAND E 460.90 o JL,� + ,O CONSTRUCTION ENTRANCE PER STD % ` r ; N "j DETAIL 214.00 ON SHEET GR -03 11AD= 470.8... I 469.19 ` 469.15 I TOP =485 m I I TOP= 470.80. TOE - 483.70 u) i (/ 9/ TOE= 467.90 27 PAD =4787 I \\ Toa= 46t.eo v� PAD 469.7 I �28 29 80 31 i Lc) ?•� PER PLAN TOE= 458.90 - TOP= 47D.80 1 TOP= 469.70 TOP= 478.70 PAD =485.6 TOE 467.90 TOE = 468.10 TOE = 477.10 /PAD =481.9 PAD =483.7 PAD =485.0 I -`1 \ 466.51 1 - TOP = 485.00 3' J 1 j.. (n g - TOE= 458.90 - J ' \ T26468.1� I 1 T�-478.70 �`� TOE= 183.70 TRACT D IPAD 467 9 LOT SLOPE nP TOP =469 70 1 - TEMP 1:1 - roE =4n.10 -r W w .PAD -458 10 .,...., n SCALE: 1 " = 40' 40' 20' 0 40' 80' CONTOUR INTERVAL = 2' 7 - \ - j pAO -ase.t PAD 77.1 \ ` ) 1 -1/2" CRUSHED SURFACE / 1 I \ .90 LN 1 J �raP -m.tn W TOP COURSE J -_ \ !n TOPPAD=4 -656 90 I .10 w 1� TOE- 465.20 A TOE = 474.20 �.. 8 Q a - ! CO o - - - -- v 2 -1/2° CRUSHED SURFACE rs (OPEN SPACE/ TOE- 456.10 as7.4o TOP =467.90 SENSITIVE AREAS) roE 465 BLOCK SIDE YARD WALLS -10 "- I z _ a z BASE COURSE TO BE COVERED UNDER I I `- f I o_ WETLAND A / TOE- 458.90 I 7043 =45760 r a TOE= a65.20� . I I SEPARATE BUILDING PERMIT L J 11 roE I .04��3.4 OQ v _ / I- TESC POND ACCESS ROAD 1 1I \ z I' TOE- 474.20 '' EXISTING STRUCTURE �- - 29' PAD -465.1 1_ W 25 I `TO REM y O NOT O SCALE PAD -456.1 \ PAD -465.2 PAD =474.2 X454.60 11 �' 1 \ \ \ I 1 \ ,INTERCEPTOR SWALE WITH CHECK '- z X53' ® 3.55 \ ��D� SEE DETAILS ON SHEEP GR -03 (TYP) s �I .� a 3 10' R/W 1 1 2 '� j = R/W \ 1 \ I TEMPORARY CONSTRUCTION FENCE BLOCK WALL 80' EXISTING R/W w °¢ (UNLESS OTHERWISE V II 0 CLEARING LIMITS. SEE DETAIL �' } NOTED ON PLAN I 1 , PAO -as6.1 PAD -465.1 ^� ^ ^� \ 24 ON SHEET GR -02 _ ) 25 III ( \ I\ PAD =485.1 ! IPAD- 474.11 I I J TOE 48463 I TOP- 486.46 J I +- 3 A _ gTFLEAM�� \ -,I - ? i - �' 1 i N= -� / _ o - m `r' +. - S I a TESC POND 1 �454.BO I \dea.4o I I TOP = 484 -45 , TOE= 486.01 1 2" STRUCTURAL PAD GRADE �, TOE= 483.37 ' "$ (UPPER LOT) �� - t�1�� I - h N� ♦ -_-� - - - I� Pao xa61.2r i nDs61 474.28 I EMERGENCY - - - - - - - 1 =456. PAD=465.7 ! ... ... 477.83 ' O�V o °O� VEHICLE GATE 455.20 466.98 '1 g +00 477.83 1 +00 7 00 7 +15 � �6� OCR �0 �r. i o Oo o o �0 0 \ Q \ 0.0 ��rR�� _ I _ O Qp00 QO QO Q QO STRUCTURAL PAD GRADE 1 ` - _- 25' EMERGENCY DO OoOp OoOp OoOp OO�p �O (LOWER LOT) r l t\ I \ 474.28_ _ Ir 1 � ( \ \`., 1 \� a7o.6t \ �.� -- AC DRIVEWAY SHARED '�� ' O�ON O�OD O�O� O�OO _26 - y �PAD� 458.4 1 4 j 1 46330 467.50 \ �\ V 1 \ 1 PAD -a6s.a L �- A 0 OCo OCR �0 ^u�I ` TOP= 482.50 25' o Oo o OQ o Oo o Oo o Oo o Oo o i` J �� 480.75 \ �1 �� TOP = 479.00 �p O �p - \ \ \ V A TOE- 475.401V '0E- 479.00 x463.55.. 465.00 y PL 6° a DRIP LINE OF TREE �� `, A � �� \ BLOCK WALL CATCH BASIN FILTER TYP) PER o°D TO BE SAVED �i ,/ Sy 21 22 I SEE DETAIL THIS ( ELEVATION `z PAD- 466.01 .15 '\ \ ` 9,9 \PAD =475.4 �PAD=479.0 23 SHEET (TYP) I STD PLAN 216.30 ON SHEET a a m O 465.0 '� �� 111463.50 4fi OP�487.50� FC�� 0E= 475.10 PAD TOE- 4.01 GR -03. STRUCTURAL m ` \ i I PAD GRADE 6" CLEARING LIMITS 1\ \ 1 1 7 e (UPPER LOT) roE- 465.10 ,� �G I EXISTING STRUCTURE�� '�16 Ipr� -as7.5 9L11 ToP =4s91x I TO REMAIN 12" q•+ '`L5V� /i 70E -46900 �J V A I .`: \AD =465.1 % _` 470.23 I I � �� `65 461.32 r �. '1 ,452.32 n �� . 1 468.63 i CLEARING LIMITS. SEE STD PLAN: • _ SEE DETAIL �, % -'1 ,,,,ioE =45s7.to 46� 1�gssss4, a4 (�_- - -� I I. EARTHWORK QUANTITIES " STRUCTURAL SILT FENCE TO BE PLACED AT „ „� \ , d - -- �9J PAD GRADE 214.00 ON SHEET GR -03 (TYP)}r` `` 1� 1 25 '��i� -_ - 12 MIN. THICKNESSif 1 1 i \\\\I 466.96 ;� 'i T Q - ,. -- �� I CTUR7IPPING (ASSUMED 12 ") 18,300 CYDS OF 1 1/2° CRUSHED`�� (LOWER LOT) WETLAND B �� V�� 1 6 .A��V 19 2O 1 d ♦ ',� ; I ,% DRAIN ROCK 457' �I y - FILL 19 600 CYDS � �a 8 ' PAD -468.0 `� PAD -469.0 r �, s I / \ NET FILL NEAT LINE 1,300 CYDS �� I� 4oP -47a -m EXISTING STRUCTURE ( ) roP 468.00 TOP - 468.94 �E -469. PTO REMAIN PERFORATED 6°0 CPP x �S• TOE- 467.00 TOE - 468.70:. \ v >�o OblYS 7 6 1.:. PAD =467.0 'TO7 3.35- 70E= 489.00 11 � I NOTE: C� �C � °- 469.00 TOL -46200 467.50 --- �- 1 FILTER FABRIC .ap �� i 1 ALL STRUCTURES ON SITE TO BE REMOVED. TESC also 456.SO P PAD =4600- ' q POND \ �' r� ='W '° ��'�°' �' ; WALL LOCATED z TYPICAL BLOCK WALL SECTION SEE SHEET ER TOE =468.46 U ., ,,,,, FROM PROPERTY LINE o - NOTES: FOR TESC POND tiL.. TOP= 46316, I��I II II - ROCK WALL PAD = STRUCTURAL GRADE BLOCK WALL SIDE YARD WETLANDC TABLE x'50 TOE -46325 \ ; 1 I I - _" - .� _ (TYP) I I NOT TO SCALE TREE PROTECTION FENCING I TO "STRUCTURALTPAD. BE ADDED R=1747" (5j rum, I In _ �� SEE DETAIL ON SHEET GR -03 I ' I +- �- A _ gTFLEAM�� \ -,I - ? i - �' 1 i ~ -� / _ o - Z `r' +. - S EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES TESC POND 1 I C ONLY. SEE DETAIL ON SHEET GR -03 z m �. m a 1 �454.BO I \dea.4o I I TOP = 484 -45 , TOE= 486.01 1 2" STRUCTURAL PAD GRADE �, TOE= 483.37 ' "$ (UPPER LOT) �� - t�1�� I - h N� ♦ -_-� - - - I� Pao xa61.2r i nDs61 474.28 I EMERGENCY - - - - - - - 1 =456. PAD=465.7 ! ... ... 477.83 ' O�V o °O� VEHICLE GATE 455.20 466.98 '1 g +00 477.83 1 +00 7 00 7 +15 � �6� OCR �0 �r. i o Oo o o �0 0 \ Q \ 0.0 ��rR�� _ I _ O Qp00 QO QO Q QO STRUCTURAL PAD GRADE 1 ` - _- 25' EMERGENCY DO OoOp OoOp OoOp OO�p �O (LOWER LOT) r l t\ I \ 474.28_ _ Ir 1 � ( \ \`., 1 \� a7o.6t \ �.� -- AC DRIVEWAY SHARED '�� ' O�ON O�OD O�O� O�OO _26 - y �PAD� 458.4 1 4 j 1 46330 467.50 \ �\ V 1 \ 1 PAD -a6s.a L �- A 0 OCo OCR �0 ^u�I ` TOP= 482.50 25' o Oo o OQ o Oo o Oo o Oo o Oo o i` J �� 480.75 \ �1 �� TOP = 479.00 �p O �p - \ \ \ V A TOE- 475.401V '0E- 479.00 x463.55.. 465.00 y PL 6° a DRIP LINE OF TREE �� `, A � �� \ BLOCK WALL CATCH BASIN FILTER TYP) PER o°D TO BE SAVED �i ,/ Sy 21 22 I SEE DETAIL THIS ( ELEVATION `z PAD- 466.01 .15 '\ \ ` 9,9 \PAD =475.4 �PAD=479.0 23 SHEET (TYP) I STD PLAN 216.30 ON SHEET a a m O 465.0 '� �� 111463.50 4fi OP�487.50� FC�� 0E= 475.10 PAD TOE- 4.01 GR -03. STRUCTURAL m ` \ i I PAD GRADE 6" CLEARING LIMITS 1\ \ 1 1 7 e (UPPER LOT) roE- 465.10 ,� �G I EXISTING STRUCTURE�� '�16 Ipr� -as7.5 9L11 ToP =4s91x I TO REMAIN 12" q•+ '`L5V� /i 70E -46900 �J V A I .`: \AD =465.1 % _` 470.23 I I � �� `65 461.32 r �. '1 ,452.32 n �� . 1 468.63 i CLEARING LIMITS. SEE STD PLAN: • _ SEE DETAIL �, % -'1 ,,,,ioE =45s7.to 46� 1�gssss4, a4 (�_- - -� I I. EARTHWORK QUANTITIES " STRUCTURAL SILT FENCE TO BE PLACED AT „ „� \ , d - -- �9J PAD GRADE 214.00 ON SHEET GR -03 (TYP)}r` `` 1� 1 25 '��i� -_ - 12 MIN. THICKNESSif 1 1 i \\\\I 466.96 ;� 'i T Q - ,. -- �� I CTUR7IPPING (ASSUMED 12 ") 18,300 CYDS OF 1 1/2° CRUSHED`�� (LOWER LOT) WETLAND B �� V�� 1 6 .A��V 19 2O 1 d ♦ ',� ; I ,% DRAIN ROCK 457' �I y - FILL 19 600 CYDS � �a 8 ' PAD -468.0 `� PAD -469.0 r �, s I / \ NET FILL NEAT LINE 1,300 CYDS �� I� 4oP -47a -m EXISTING STRUCTURE ( ) roP 468.00 TOP - 468.94 �E -469. PTO REMAIN PERFORATED 6°0 CPP x �S• TOE- 467.00 TOE - 468.70:. \ v >�o OblYS 7 6 1.:. PAD =467.0 'TO7 3.35- 70E= 489.00 11 � I NOTE: C� �C � °- 469.00 TOL -46200 467.50 --- �- 1 FILTER FABRIC .ap �� i 1 ALL STRUCTURES ON SITE TO BE REMOVED. TESC also 456.SO P PAD =4600- ' q POND \ �' r� ='W '° ��'�°' �' ; WALL LOCATED z TYPICAL BLOCK WALL SECTION SEE SHEET ER TOE =468.46 U ., ,,,,, FROM PROPERTY LINE o - NOTES: FOR TESC POND tiL.. TOP= 46316, I��I II II - ROCK WALL PAD = STRUCTURAL GRADE BLOCK WALL SIDE YARD WETLANDC TABLE x'50 TOE -46325 \ ; 1 I I - _" - .� _ (TYP) I I NOT TO SCALE TREE PROTECTION FENCING I TO "STRUCTURALTPAD. BE ADDED R=1747" (5j rum, I In _ �� SEE DETAIL ON SHEET GR -03 I ' I +- �- A _ gTFLEAM�� \ -,I - ? i - �' 1 i ~ -� / _ o - _ `r' +. - S EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES TESC POND 1 I - ONLY. SEE DETAIL ON SHEET GR -03 �. &SIZING INFORMATION ON it WETLAND D i 5' \ 1 ' QUANTITIES ARE "NEAT LINE" ONLY. THE QUANTITIES TESC POND TABLE SHOWN TEMP SEDIMENT POND RISER _ - - �� DO NOT ACCOUNT FOR ANY SHRINK SWELL ON THIS SHEET II '� PER DETAIL ON SHEET GR -03 _ -- �� < �- FACTORS. IT IS THE CONTRACTORS RESPONSIBILITY ES \A II I ; �� - - __ - - -- \ �, TO CALCULATE THE EARTHWORK VOLUMES FOR BID PURPOSES. ® CONSULTING asaw em Avenue scum LNG INFER " s L L c `�! "•i j 0 FRSi SL K 6M 14 wmnm: scvc • • �la+¢artw wn ie19M "V°"°' °°° GREENLEAF S."2� ®I I 6 y 1 FJJiLr cLFAnnI: a aaona M1tWt surarrAL m1 a � X10 E� CITY OF - P,d„aI Way. WA "003 ro EARLY GRADING & T.E.S.C. PLAN Cd 2 Mla'khp Days Bd" You Dip www.esmcivll.com m _ R ENT 0 N .. 811 cxbu P.gm.."ftq I LaM su',,.-._y�mp Y I LoM PbnWny 43175 �I� DATUM v PuDllc Wo,k� P,OI.ct ^T'T'� LOMPCOPO AKMRaCIUn WEp3R UI/Ysa Loall Cantor e�S A� r Planning /Building /Public Works Dept. . D RWA) ESM JOB #258- 044 -013 SA�AL E 'V �m NO. REVISION BY DATE APPR C,D , r2_ 06 EGR -01 I CHECKED FOR COMPLIANCE TO CITY STANDARDS O o a rj .& g rp., --- PURPOSES. ® CONSULTING asaw em Avenue scum LNG INFER " s L L c `�! "•i j 0 FRSi SL K 6M 14 wmnm: scvc • • �la+¢artw wn ie19M "V°"°' °°° GREENLEAF S."2� ®I I 6 y 1 FJJiLr cLFAnnI: a aaona M1tWt surarrAL m1 a � X10 E� CITY OF - P,d„aI Way. WA "003 ro EARLY GRADING & T.E.S.C. PLAN Cd 2 Mla'khp Days Bd" You Dip www.esmcivll.com m _ R ENT 0 N .. 811 cxbu P.gm.."ftq I LaM su',,.-._y�mp Y I LoM PbnWny 43175 �I� DATUM v PuDllc Wo,k� P,OI.ct ^T'T'� LOMPCOPO AKMRaCIUn WEp3R UI/Ysa Loall Cantor e�S A� r Planning /Building /Public Works Dept. . D RWA) ESM JOB #258- 044 -013 SA�AL E 'V �m NO. REVISION BY DATE APPR C,D , r2_ 06 EGR -01 z U 0 o' a U) Z J C� L O 0 0 T LL Q J Z w Ill cr V EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. 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 APPLICANT /ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 3. 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 SYSTEMS OR WASH PADS, MAY BE 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. 4. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 5. 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 PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT 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. 6. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. 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. 9. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL 10. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 11. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 12. 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 OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 13. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 14. ANY PERMANENT RETENTION /DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 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. CONDITIONS FOR WET SEASON CONSTRUCTION 1. ANY CONSTRUCTION THAT WILL RESULT IN DISTURBED AREAS ON OR WITHIN A CRITICAL AREA OR ASSOCIATED BUFFER, SHALL BE SUBJECT TO THE "CRITICAL AREA RESTRICTIONS" CONTAINED IN THE ESC STANDARDS. THESE PROVISIONS INCLUDE PHASING THE PROJECT WHENEVER POSSIBLE SO THAT CONSTRUCTION IN THESE AREAS IS LIMITED TO THE DRY SEASON. 2. DURING CONSTRUCTION, ESC PLANS SHALL BE REVISED AS NECESSARY BY THE ESC SUPERVISOR OR AS DIRECTED BY THE CITY TO ADDRESS CHANGING SITE CONDITIONS, UNEXPECTED STORM EVENTS, OR NON - COMPLIANCE WITH THE ESC PERFORMANCE CRITERIA IN SECTION D.4.1 (P. D -69). IF NON - COMPLIANCE WITH THE ESC PERFORMANCE CRITERIA OCCURS, THE PLAN MUST BE UPDATED WITHIN 48 HOURS (FAILURE TO DO SO COULD RESULT IN A 'STOP WORK- ORDER AS DETERMINED BY THE CITY INSPECTOR) OF INSPECTIONS OR INVESTIGATIONS. IMPLEMENTATION OF THE ONSITE CHANGES MUST OCCUR WITHIN 5 DAYS. 3. ALL ESC MEASURES SHALL BE MAINTAINED AND REVIEWED ON A REGULAR BASIS AS PRESCRIBED IN THE MAINTENANCE REQUIREMENTS FOR EACH BMP AND IN THIS SECTION. THE ESC SUPERVISOR SHALL REVIEW THE SITE AT LEAST WEEKLY DURING THE WET SEASON, AND WITHIN 24 HOURS OF SIGNIFICANT STORMS. IN GENERAL, A SIGNIFICANT STORM IS ONE WITH MORE THAN 0.5 INCHES OF RAIN IN 24 HOURS OR LESS. THE CITY MAY REQUIRE THAT A WRITTEN RECORD OF THESE REVIEWS BE KEPT ON SITE WITH COPIES SUBMITTED TO THE CITY WITHIN 48 HOURS. WET SEASON PROVISIONS NOTE: THE FOLLOWING MEASURES ARE REQUIRED FOR CONSTRUCTION DURING THE WET SEASON (OCTOBER 1 - APRIL 30) IN ADDITION TO THE STANDARD TESC MEASURES. 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN (SECTION D.3.2). 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS (SECTION D.3.2). 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D.3.2). 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (SECTION D.3.2.5). 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D.3.2.1). 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.3.3.1). 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE- GRAINED SOIL (SECTION D.3.4.2). 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.5). 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.6). 10. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR THE SURFACE WATERS (SECTION D.5.3). 11. ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. 12. THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO WEEKLY (SECTION D.5.4). STRUCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. MULCH STANDARDS AND GUIDELINES MULCH MATERIAL QUALITY STANDARDS APPLICATION RATES REMARKS STRAW AIR - DRIED; FREE FROM 2 " -3" THICK; 2 -3 COST - EFFECTIVE PROTECTION WHEN APPLIED Nz UNDESIRABLE SEED BALES PER 1000 SF OR WITH ADEQUATE THICKNESS. HAND - APPLICATION o n AND COARSE MATERIAL 2 -3 TONS PER ACRE GENERALLY REQUIRES GREATER THICKNESS THAN � n n BLOWN STRAW. STRAW SHOULD BE CRIMPED TO AVOID WIND BLOW. THE THICKNESS OF STRAW X MAY BE REDUCED BY HALF WHEN USED IN zp CONJUNCTION WITH SEEDING. WOOD FIBER NO GROWTH INHIBITING APPROX. 25 -30 LBS SHALL BE APPLIED WITH HYDROMULCHER. SHALL CELLULOSE FACTORS PER 1000 SF OR NOT BE USED WITHOUT SEED AND TACKIFIER 1000 -1500 LBS PER UNLESS THE APPLICATION RATE IS AT LEAST ACRE DOUBLED. SOME WOOD FIBER WITH VERY LONG FIBERS CAN BE EFFECTIVE AT LOWER APPLICATION RATES AND WITHOUT SEED OR TACKIFIER. COMPOST NO VISIBLE WATER OR 2" THICK MIN.; MORE EFFECTIVE CONTROL CAN BE OBTAINED BY DUST DURING APPROX. 100 TONS INCREASING THICKNESS TO 3*. EXCELLENT HANDLING. MUST BE PER ACRE (APPROX. MULCH FOR PROTECTING FINAL GRADES UNTIL PURCHASED FROM 800 LBS PER YARD) LANDSCAPING BECAUSE IT CAN BE DIRECTLY SUPPLIER WITH SOLID SEEDED OR TILLED INTO SOIL AS AN WASTE HANDLING AMENDMENT. SOURCES FOR COMPOST ARE PERMIT. AVAILABLE FROM THE KING COUNTY COMMISSION FOR MARKETING RECYCLABLE MATERIALS AT (206) 296 -4439. CHIPPED SITE AVERAGE SIZE SHALL 2" MINIMUM THIS IS A COST- EFFECTIVE WAY TO DISPOSE OF VEGETATION BE SEVERAL INCHES. THICKNESS DEBRIS FROM CLEARING AND GRUBBING, AND IT ELIMINATES THE PROBLEMS ASSOCIATED WITH BURNING. GENERALLY, IT SHOULD NOT BE USED ON SLOPES ABOVE APPROX. 10% BECAUSE OF ITS TENDENCY TO BE TRANSPORTED BY RUNOFF. IT IS NOT RECOMMENDED WITHIN 200 FEET OF SURFACE WATERS. IF SEEDING IS EXPECTED SHORTLY AFTER MULCH, THE DECOMPOSITION OF THE CHIPPED VEGETATION MAY TIE UP NUTRIENTS IMPORTANT TO GRASS ESTABLISHMENT. 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